20240806IPC to Staff 31 - Attachements Combined.pdf

REVISION 1 AS BUILT PGN/VDD 2
OXBOW FISH HATCHERY
GENERAL BUILDINGS AND
UTILITIES SITE PLAN
IDAHO POWER COMPANY BOISE, IDAHO
E- 20 1349250
SCALE: 1" = 20' DATE: 9-2-91
VAULT NO.
APPROVED
Four-0-0 PGN REV. 1 PGN VDD PGN
DS. DR. CH.
REFERENCE DRAWINGS
9-2-91
E
E
E
A
B
A
B
C
C B
C
A
MATURE ELMS
MATURE ELMS (3)
PLANTING
MARK NAME BOTANICAL SIZE
MARSHALL'S ASH "FRAXINUS PENNSYLVANICA LANCEOLATA" 2 1/2" CAL.
NORWAY MAPLE "ACER PLATANOIDES" 2 1/2" CAL.
2" CAL. "PRUNUS YEDOENSIS CHERRY AFTERGLOW
BLUEGRASS LAWN SOD
AFTERGLOW"
A
B
C
E
D-1349003 GENERAL PLAN
92-CADD
D-25401-18
10/15/93 ADDED CHILLER AND NEW
EPR POWER AND WATER LINES
2
POTABLE WATER
DISCHARGE
SUPPLY FROM 2-7800 GPM PUMPS
UPSTREAM (EAST) AERATION PUMP #1
CROWDERS
SPAWNING SHED PUMP
UNLOADING CHUTE
480V LOADING FACILITY
SPRAY PUMP
DOWNSTREAM (WEST)
PNCR-011
480V HEATER CIRCUIT
UNDERGROUND VAULT 480V OBPR-012 METERBASE
480V OBPR-012 DISCONNECT 480V PNCK-011 DISCONNECT
RIVER WATER VALVE
INCUBATION WATER 4" DIA. PVC OVERFLOW
DISCHARGE
DRAIN VALVE
TELEPHONE AND ALARM
TELEPHONE AND ALARM
WELL PUMP #1
POTABLE WATER VALVE IS LOCATED INSIDE BOX W/ INCUBATION PUMP BYPASS
NOTE: ALL CONDUIT AND WATER PIPING FOR INCUBATION PUMPS ARE LOCATED IN THE SAME TRENCH, ALONG W/ PHONE AND ALARM CABLES WHERE PARALLEL TO THE FENCE.
SEPTIC TANK
DOSING TANK
2" PRESSURE EFFLUENT LINE UNDERGROUND POWER
ABANDONED 1" PVC WATERLINE
CONTROL WIRE FROM OXBOW PLANT PUMP
PHONE TO EXISTING PEDESTAL
POTABLE WATER WELL 6" DIAMETER 1703.27 AT BASE 1705.37 AT TOP OF CAP
220V PUMP HOUSE SERVICE
VALVE BOX FOR SUPPLY SWITCHING
HEATING & LIGHT
480V DISCONNECTS
BREAKERS PUMP CONTROLS
15'
VALVE BOX
ABANDONED WATER LINE
WASTEWATER LINE
POTABLE WATER LINE
POWER LINE
RIVER WATER LINE
INCUBATION WATER LINE
OBFH SITE
LEGEND
3
file: C:\BC-WORKSPACE\RCB7404\M-SUTTON,D-ENGVAULT\MASTERS\GENDESDOC\20BFH\92\1349250.DWG saved: 05/01/14 11:43 by: RCB7404
D-1349260 HOUSE EFFLUENT SYST DETAIL
RIVER WATER
02-02-95
MOVED FENCE LOCATION AT ADDED IRRIGATION LINE &
MMK/aac RIVER WATER SUPPLY AND RAMP.
VALVE BOX
2" IRRIGATION LINE
Abandoned 1" Water line
FALL CHINOOK RACEWAYS
PP SEE DETAIL #1
SEE DETAIL #1 ON 1349320
ON 1349254
POND SPRAY LINE STEEL
OVERHEAD FILL STAND
PP
A C A D
3 1 2 4 5
C
A
B
D
E
3 2 4 5
C
B
D
A
E
1
120V OUTLET
120V OUTLET 240V OUTLET 120V OUTLET
RIVER WATER SUPPLY
18" PVC
24" PVC
RACEWAY
SEWER PUMP
SAM PANEL
2" PRESSURE
PHONE BOX &
SEWER
CONTROL PANEL
DRAIN
120V OUTLET 240V OUTLET 480V OUTLET SEE DETAIL #2 ON 1349320
6" STEEL
4" STEEL
3/4" PVC WATER LINE
A A
B B
FROST PROOF HYDRANT
240V 480V
18" STEEL
18" PVC
PINE TELEPHONE PEDESTAL
GATE
IN 4" PVC
2" SEWER LINES
2" STEEL OXBOW SHOP & HATCHERY IRRIGATION
SEE DETAIL #3 ON 1349320
PUMP PLATFORM
2-18" PVC
2-2" PVC CONDUIT
POND SPRAY LINE STEEL
TOP OF CASING AT 1704.47
PP
RACEWAY LOW LEVEL ALARM RACEWAY DRAIN
2- 18" STEEL
2- 18" PVC
16'-0" GATE
18" PVC HATCHERY WATER
2" ELECTRICAL PVC CONDUIT TO UNLOADING PUMP PANEL 2" PVC SEWER
DIRECT BURY PINE TELEPHONE
DIRECT BURY PBX
5' - + 24"
SECT A-A PBX
PINE TELEPHONE DIRECT BURY
DIRECT BURY
2" PVC SEWER
18" PVC HATCHERY WATER
4
SECT B-B
10" - +
AS BUILT. New Raceway installed for Fall Chinook
01-10-01 4
PGN/pc
RLG/pc
Updated Fish Hatchery Construction changes. layout per new
05-03-02 5
SEE DWG 1349254
HEAD BOX
DRAIN
12" DRAIN TO RIVER
11'-6"
M
45'-0"
M
M
21'-0" 53'-0"
5'-5"
3 4 5 6
6 06-06-06
Hatchery Pumps. Added Fish
BH/spv/laj
IRRIGATION PUMPS #1 & #2 (ABANDONED) DOWNSTREAM (WEST) RIVER PUMP #2
RIVER PUMP #1 UPSTREAM (EAST)
SUBMERSIBLE IRRIGATION PUMP
AERATION PUMP #2
7
Print corrections. 06-11-08 7
SEE DWG 1349061A
SEE DWG 1349058A
SEE DWG 1349058B
SEE DWG 1349080A
SEE DWG 1349056B
SEE DWG 1349080B
WELL PUMP #2 SEE DWG 1349056
SEE DWG 1349056A
911 HOUSE
8
Print corrections. BH/tgl
08-17-10 8 BH/tgl
POTATABLE WATER FROM POWER PLANT PUMP SEE D-127250
FROST FREE VALVE
VALVE
9'
PP
UG
TO IRRIGATION WATER TANK
480V cable feeders to Irrigation Pumps
480V cable feeder to River Pumps 7200 GROUND CABLE UG FROM POLE TO POLE
PP PNCK POWER LINE
2-18" STEEP PIPES
4" Air Line & Sensing Line
IPC Phone
PP
PP
PP
2" SEWER LINE See 1349261A
POWER POLE 1701.30 @ BASE
SITE PLAN
POWER/TELEPHONE POLE
20' X 20' SAND BED
SMALL GATE
BANK
3'
T.P. #1
300' TO EAST FENCE., 284' TO 16" GATE
SLAB EL. 1701.35
9'-4"
75'-0" NEW 4" CHAIN LINK FENCE
20' X 24' GARAGE
14'-0"
40'-0"
39'-0"
40'-0"
60'-0" BANK
AROUND
IPCO HOUSE #2 4' CHAIN LINK
1704.35
ELEV. 1706.00 FINISHED FLOOR
GATE
GATE TURN
20'-0"
1702.98 TO BASE OF SPLIT ROCK
90'-0"
BANK
20D-342050 SEE OXBOW MAINTENANCE FOR CONTINUATION OF UTILITY
1701.00 ALL OTHER ELEV'S. ARE WALL PRESUMED TO BE ELEV.
HOLDING PONDS
RELATIVE TO THIS
TOP OF CONCRETE RACEWAY
RIVER
SNAKE
1702.90 (AT ELECT. PANELS) PUMP DISCHARGE BASIN TOP OF CONCRETE WALL
POWER POLE
CHILLER
BUILDING HATCHERY
PINE CREEK
P.P. RACE-WAYS
HEAD BOX
ABANDONED
BANK
DORM BUILDING EL 1704.4 SEE DWG 1349261A
Entrance Breaker
ENTRANCE BREAKER
IPC COMM IN 2" PVC
(ABANDONED IN PLACE)
(Aeration & Unloading Pump)
2" Irrigation & Sensing Probe
Record Issue Of Hatchery
RCB/hdj
04-18-14 9
Screening Replacement W.O. #27379047
9
EDGE OF SLOPE EL 1702.67
ROAD CENTERLINE EL 1699.05
POWER POLE ANCHOR EL 1701.33
EDGE OF SLOPE EL 1700.04
ROAD CENTERLINE EL 1700.59
ROAD CENTERLINE EL 1702.85
ROAD CENTERLINE EL 1707.13
ROAD CENTERLINE EL 1712.59
FILL THIS AREA AND SLOPE TO ACHIEVE LESS THAN 50% SLOPE. ALL AREAS WITHIN 25 FEET OF THE EFFLUENT PRESSURE LINE.
TEST PIT 1 EL 1720.89
TEST PIT 3 EL 1721.11
TOP EDGE OF SLOPE EL 1723.72
TOP EDGE OF SLOPE AT POLE EL 1721.42
TOP EDGE OF SLOPE EL 1720.13
EDGE OF ROAD EL 1721.63
EXISTING DRAIN FIELD FOR OXBOW SHOP
TOP EDGE OF SLOPE EL 1718.48
TOP EDGE OF SLOPE EL 1719.57
TOP EDGE OF SLOPE EL 1721.11
TOP EDGE OF SLOPE EL 1720.54
EDGE OF SLOPE EL 1720.25
EDGE OF SLOPE EL 1719.42
EDGE OF ROAD EL 1717.45
ROAD CENTERLINE EL 1712.59
ROAD CENTERLINE EL 1717.32 13
NEW DRAIN FIELD FOR FISH HATCHERY DORMITORY WITH STANDARD TREATMENT
THREE LATERALS AT 100 FEET EACH
REPLACEMENT DRAIN FIELD FOR SHOP SEWER SYSTEM
IF REPLACEMENT DRAIN FIELD IS USED REMOVE ROADSIDE BERM TO PERMIT CONTINUOUS DRAINAGE ALONG ROAD REMOVING THE NEED FOR THE DITCH
100
AREA WITHIN 50 FEET OF TOP EDGE OF SLOPE
SLOPE TO RIVER - 50 FEET PLUS
SNAKE RIVER - NORMAL WATER SURFACE EL 1686
75
ABANDONED 2" HATCHERY OFFICE EFFLUENT LINE
REROUTED EFFLUENT PRESSURE LINE FROM HATCHERY OFFICE TO DRAIN FIELD AND NEW PRESSURE LINE FROM HATCHERY DORMITORY.
68
50 11
43
10 10
18
6
7
1
50
20
TIE NEW LINE TO EXISTING PRESSURE LINE CUT AND CAP CURRENT FEED LINE.
50 FOOT RADIUS CIRCLE FROM ROADSIDE DITCH
REPLACEMENT DRAIN FIELD FOR FISH HATCHERY DORMITORY
WITH STANDARD TREATMENT FOUR LATERALS 75 FEET LONG (NOT INSTALLED)
PL 1
PL 2
PL 3
BL 1
BL 2
BL 3
BL 4
EB 3
EB 2
EB 1
STORAGE YARD AND BUILDING
RAIL ROAD TIE EL 1698.04
Ground Under Bldg EL 1704.4 Top of Stemwall EL 1706.1 Footprint 16'x52'
12
10 15
REPLACEMENT DRAIN FIELD FOR COPPERFIELD PARK
47
ROAD
15 EFFLUENT PRESSURE LINE
MATCH LINE
MATCH LINE
1 2 3 4 5 REVISION
D-
REFERENCE DRAWINGS
D A C A
#
VAULT NO.
10/09/2013 DATE:
OF 2 1
1349261A 20
IDAHO POWER COMPANY BOISE, IDAHO
SEWAGE SYSTEM
OXBOW FISH HATCHERY DORMITORY
A
B
C
D
E
file: C:\BC-WORKSPACE
CH.
DR.
DS.
RG
RG
RG
B
REV. _ SHT.
APPROVED
NTS SCALE:
1 2 3 4 5
A
B
C
D
E
.
SLEEVE PRESSURE LINE UNDER ROAD AND DRIVEWAY
10
SNAKE RIVER - NORMAL WATER SURFACE EL 1686
20
10
10
10
POTABLE WATER LINE
IRRIGATION WATER LINE
IRRIGATION WATER LINE
TELEPHONE LINE
11
10
10
10
10
10
10
10
NORTH
Power Supply Pole
12.5'
92'
5'
Existing Steel Building
22.3' 113.0'
93'
55.3'
65.7'
69.1'
55.2'
85.0'
38.6'
53.6'
26.4'
9.5'
100.0'
100.0'
100.0'
75.0'
75.0'
75.0'
75.0'
10.0'
8.0'
10.0'
-Slope Soil Away From FND -Cover with 2 inches of 2" minus rock -Total Fill to be no more than 6" at stemwall
Potable Water From Power Plant Pump. See D-127250
Gate
Frost Free Valve
Slab El. 1701.35
1000 GAL SEPTIC/DOSING TANK
2" IRRIGATION LINE
GATE POST EL 1701.10
FENCE LINE EL 1701.51
TAP INTO EXISTING WATER AND RUN TO HOUSE 1" SCH 80
86'
3.6'
NOTES
NEAREST WELL TO THE SEPTIC TANK IS OVER 200 FEET AWAY
NEAREST WELL TO THE DRAIN FIELD IS OVER 500 FEET AWAY
12' SEPTIC PUMP CONTROL PANEL/ALARM
TELEPHONE LINE
JUNCTION BOX
16'
C
112'
15.0'
D
7 17
25
SHUTOFF VALVE 1" PEX INTO HOUSE
POWER SERVICE 2" SCH 80
5'
PUMP POWER SERVICE 1" SCH 80
PHONE SERVICE 1" SCH 80
6.5'
70'
4' 12'
4" SCH 80 SEWER OUTFALL
2" SCH 80 EFFLUENT IN 4" SCH 80 CHASER
2" SCH 80 EFFLUENT IN 4" SCH 80 CHASER
2" SCH 80 EFFLUENT IN 30' OF 4" SCH 80 CHASER
ABANDONED AND CAPPED 2" SCH 80 EFFLUENT FROM HATCHERY OFFICE
15'
77'
AS BUILT
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1 OF 9
INDEX TO DRAWINGS
GENERALSHEET
WASHINGTON
OREGON
IDAHO
WYOMING
MONTANA
LOCATION
PROJECT
N
LOCATION MAP VICINITY MAP
NTS
A
N
D

IN
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LOCATION
PROJECT
OXBOW, OR
OREGON IDAHO
RESERVOIR
OXBOW
OXBOW FISH HATCHERY INTAKE SCREENING PROJECT
IDAHO POWER COMPANY
MARCH 2013
OXBOW, OR
DESIGN-BUILD CONTRACTOR PROCUREMENT
EXHIBIT B VOLUME 2 OF 3: GENERAL ARRANGEMENT DRAWINGS FOR
DETAILS
DETAILS
SECTIONS
SECTION
ENLARGED RETROFIT PLAN
TEMPERATURE CONTROLLED SHED ENLARGED PLAN AND DETAILS
INTAKE RETROFIT OVERALL PLAN
CONSTRUCTION ACCESS AND STAGING PLAN
TITLE SHEET, LOCATION MAP, AND INDEX TO DRAWINGS
09
08
07
06
05
04
03
02
01
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BAR IS ONE INCH ON
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1"0
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PROJ
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27-MARCH-2013DOCUMENTSBID
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OFFICES AND SHOPS
MAINTENANCE
IDAHO POWER
STAGING AREA
CONTRACTOR
STRUCTURE
INTAKE
FISH HATCHERY RD
SPILLA
WAY RD
B
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BROWNLEE OXBOW HWY
NTS
HATCHERY
OXBOW
S
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CONSTRUCTION ACCESS AND STAGING PLAN
NTS
NTS
NTS
PHOTO 1
PHOTO 2
PHOTO 3
CONSTRAINTS.
UNDERSTAND SPACE
THE SITE TO
CONTRACTOR VISIT
RECOMMENDED THE
STAGING AREA. IT IS
COMPACTED CRANE
LEVEL, NATURALLY
WORK AREA
LIMITS OF
3.
2.
1.
N
FOR LODGING OPTIONS SEE SPECIAL CONDITIONS.
DATUM: NAVD88
VIA SPILLAWAY AND FISH HATCHERY ROADS
ACCESS TO SITE PROVIDED FROM BROWNLEE HWY
GENERAL NOTES:
UNDERSTANDING OF RIVER BED AROUND INTAKE
SEE UNDERWATER DIVING VIDEOS FOR BETTER
FOR SELECT ITEMS
MINIMUM STRUCTURAL DESIGN IS SPECIFIED
5.
4.
FILENAME:PLOT DATE:PLOT TIME:3/25/2013 1:34:21 PM
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PROJ
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1/8"=1’-0"
3 OF 9
INTAKE RETROFIT OVERALL PLAN
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8.
7.
6.
5.
4.
3.
2.
1.
VERIFY PRECISE BUILDING LOCATION IN FIELD WITH IPC.
AT THE SAME TIME.
CONTRACTOR FOR WIRING CONDUIT AND AIR PIPING
PLACEMENT. IPC CAN ALSO PROVIDE TRENCHING FOR
CONDUIT STUB-UPS INTO CONCRETE SLAB PRIOR TO
COORDINATE IPC’S INSTALLATION OF ELECTRICAL
PER SPECIAL CONDITIONS, CONTRACTOR SHALL
CONTRACTOR SHALL COORDINATE TIMING.
BE REMOVED BY IPC PRIOR TO PILE DRIVING.
THE TWO EXISTING OVERHEAD SERVICE LINES CAN
ALIGN PIPING WITH IPC INSTALLED CASING.
BURIED APPROXIMATELY 30".
CONTROL MODULE TO TEE SCREEN. CONDUIT WILL BE
CASINGS TO SLEEVE PIPING AND CONTROL WIRE FROM
BENEATH ACCESS ROAD FOR CONTRACTOR TO USE AS
IPC WILL INSTALL (1) 2" CONDUIT AND (1) 6" CONDUIT
ACCEPTABLE. SEE PERFORMANCE SPECIFICATION.
CLARITY. BRUSH CLEANING SYSTEM ALSO
AIRBURST CLEANING SYSTEM SHOWN ONLY FOR
TO SELECTED CONTRACTOR IN ACAD FORMAT.
AS-BUILTS OF STRUCTURE WILL BE PROVIDED
CONTOURS ARE 1 FT
NOTES:
TEE SCREEN
RIVER
EDGE OF
AREA
STAGING
CRANE
C PUMPSL LC TEE SCREEN
ENLARGED PLAN
SEE SHEET 5 FOR
ELEV 1702.51
BM 269.83 RL
PP
PP
F
L
O
W
S
N
A
K
E

R
IV
E
R
POWER LINES
EXST OVERHEAD
(EXST)
WATER TANK
TO IRRIGATION
(E X S T )
YA
R D IRR
IGA
T ION
T O HA
T C H E R Y
FENCE
HATCHERY
EXST
IN 4" PVC
UG POLE TO POLE
GROUND CABLE
EXST 7200V
NOTE 4
CABLE
EXST UG TELEPHONE
SEWER LINE
EXST UG 2" PVC
SHEET 4
SHED, ENLARGED PLAN
TEMPERATURE CONTROLLED
ROAD
ACCESS
SLOPE
TOP OF
EXST
18’-0"101’-7"
(NOTE 6)
OBPR-012
EXST
(NOTE 6)
PINE CREEK 011
EXST
NOTE 5
NOTE 7
FILENAME:PLOT DATE:PLOT TIME:3/27/2013 8:54:58 AM
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:
1 2 3 4 5 6
B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
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SHEET
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Filename
AS NOTED
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467500
27-MARCH-2013DOCUMENTSBID
120
1 50
D

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4 OF 9
PHOTO 4
NTS
PHOTO 5
NTS
E
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D

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SIGN
ENTRANCE
THREE POST
N
1
9
’-
0
"
F
E
N
C
E
C
O
N
C
R
E
T
E

P
A
D
12’-0"
CONCRETE PAD
DEMOLISH EXISTING FENCE
1
5
’-
0
"
10’-0"
NOTE 1
N
O
T
E

1
NOTE 2
PAD
CONCRETE
2
NOTE 4
NOTE 3
14’-0"6’-0"
IN FIELD
VERIFY WITH IPC
APPROXIMATE
1
4.
3.
2.
1.
TEMPERATURE CONTROLLED SHED ENLARGED PLAN
1/2"=1’-0"
TYP (4)
CORNER POST
TELEPHONE PEDESTAL
RETAIN AND PROTECT
HATCHERY GATE
1
7
’-
0
"
1
’-
0
"
T
Y
P
PHOTO 5
P
H
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1
FLOOR PLAN TEMPERATURE CONTROLLED SHED
NTS
2 NTS
CONCRETE PAD
1
1
SEE PLAN
6"
6
"
1
2
"
7.
6.
5.
4.
3.
2.
1.
2
3
4
5
6
7
8
1
1
3
0
"
M
A
X
54" MAX
PANEL
CONTROL
12"

8.
7.
6.
5.
4.
3.
2.
1.
PINE BREAKER
ATS
OXBOW BREAKER
480 LOAD CENTER
480/120 x FMR
120 LOAD CENTER
INTAKE MOTOR STARTER
IRRIGATION MOTOR STARTER
IRRIGATION MOTOR STARTER
(INSTALLED BY IPC)
KEY NOTES:
10’-0"
INSIDE DIMENSION
1
5
’-
0
"
IN
S
ID
E

D
IM
E
N
S
IO
N
LIGHT SWITCH
SHALL HAVE A LIGHT AND
SHALL BE BOLTED CONCRETE PAD
SHALL BE INSULATED
PRE-MANUFACTURED
BUILDING CAN BE
SHALL HAVE 10 FT TALL WALLS
THERMOSTAT CONTROLLER.
BIRD NETTING. SHALL HAVE
AND REQUIRED LOUVERS WITH
HEATING AND COOLING SYSTEM
SHALL CONTAIN WALL MOUNTED
CONSTRUCTION (OR SIMILAR)
SHED SHALL BE OF WOOD 2x4
NOTES:
FOUNDATION
PERIMETER OF
BOARD AROUND
INSULATED BLUE
PROVIDE 18" OF #4 CONT
CABLE
TELEPHONE
PINE UG
FOR CASING, NOTE 4
IPC INSTALLED CONDUIT
11
’-6
"
9’-0"
WORK INVOLVES DIGGING EXISTING SIGN POST (3) AND RELOCATING. (PHOTO 4)
RELOCATE ENTRANCE SIGN ADJACENT TO CONSTRUCTION AS DIRECTED BY IPC.
(IF APPLICABLE)
COORDINATE DOOR SIZE TO ACCOMMODATE INSTALLATION AND REMOVAL OF AIR BURST MODULE
FENCE SHALL MATCH EXISTING 9 1/2 - FT HIGH CHAIN LINK
MAX INSIDE SQUARE FOOTAGE OF BUILDING SHALL BE 150. SEE FOR FLOOR PLAN.
NOTES:
JOINT AS REQUIRED
PROVIDE FLEXIBLE
WALL AND CAULK.
SLEEVE THROUGH
FILL. SEE
FILL TRENCH WITH STRUCTURAL
WITH IPC. CONTRACTOR SHALL
COORDINATE PIPE PLACEMENT
AIR BURST PIPE AND CONDUIT.
CONTRACTOR TO FIELD ROUTE
IPC WILL PROVIDE TRENCH FOR
2
(IF APPLICABLE)
CONTRACTOR
MODULE BY
AIR BURST
@ 12" O.C.
#4 HOOK
#4@12 O.C. EW, EF
NOTE 2
FILL, SEE NOTE 1
STRUCTURAL
COMPACTED
6" MIN LAYER OF
1704.7 FT
ELEVATION
FINISHED
ELEVATION 1702 FT AND 1704 FT
EXISTING GRADE VARIES BETWEEN
PIPE BEDDING
CONCRETE PAD AND TO BE USED AS
TO ATTAIN FINISHED ELEVATION OF
STRUCTURAL FILL MUST BE IMPORTED
ASSUME 10 CY OF 3/4" CRUSHED ROCK
NOTES:
2.
1.
FILENAME:PLOT DATE:PLOT TIME:3/26/2013 3:58:57 PM
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:
1 2 3 4 5 6
B
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D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
D
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467500
27-MARCH-2013DOCUMENTSBID
1679
1678
1
6
8
0
1677
D

M
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M
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R
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RETROFIT
P
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E
D
4.
3.
2.
1.
ENLARGED RETROFIT PLAN
1/2"=1’-0"
CONTOURS ARE 1 FT.
THE STAMPING ENGINEER FOR LOADING SCENARIOS.
PREFERENCE AND AS DETERMINED/REQUIRED BY
OPTION 1 OR OPTION 2 PER THE CONTRACTOR’S
45 DEGREE ELBOW AND TEE SCREEN USING EITHER
CONTRACTOR SHALL SUPPORT BOTH THE 36-INCH
IPC WILL EXTEND IRRIGATION DISTRIBUTION PIPING.
PANEL.
RETAIN AND PROTECT IPC RIVER FLOW MONITORING
NOTES:
N
TEE SCREEN
B
7
C
7
A
6
C PUMPSL C TEE SCREENL
S
N
A
K
E

R
IV
E
R
F
L
O
W
ON UPSTREAM END
DEBRIS DEFLECTOR
TRUNCATED CONE
SUPPORTS OR SIMILAR
VIA WELDING PIPE
STEEL TUBE MEMBER
SUPPORT ON EXISTING
AIR PIPING AND CONDUIT
(NOTE 3)
PIPE SUPPORT
1 PLACE W/
HP 10x57,
OPTION 2:
REPLACE WITH DISCONNECTS
ELECTRIC PANELS AND
IPC TO REMOVE EXISTING
NOTE 1
4
8
(NOTE 3)
OPTION 1:
(NOTE 3)
BRACING
W/ LATERAL
TYP 2 PLCS
HP10x57,
OPTION 1:
FOR ADDITIONAL REINFORCEMENT
WELDED TO EXISTING INTAKE,
HP10x57 PILE WITH STEEL STUDS
INTAKE STRUCTURE REINFORCING
NECESSARY
SUPPORT AS
PIPING (NOTE 2)
DISTRIBUTION
IRRIGATION
MODIFYING PIPING
PUMP AND
EXISTING IRRIGATION
IPC WILL REMOVE
HORIZONTAL HEADER
MAIN HATCHERY PUMPS
CASING ATTACHED TO
IRRIGATION PUMP
GROUT BAGS
STEEL PIPING
TO EXISTING 2"
IPC CONNECT
BRACING, OR SIMILAR
PUMP CAN CROSS
AND PUMP CONNECTIONS
EXISTING CHECK VALVE
IPC WILL RELOCATE
18’-0"
FILENAME:PLOT DATE:PLOT TIME:3/26/2013 3:49:48 PM
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:
1 2 3 4 5 6
B
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D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
D
A
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E
N
O
.
D
S
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N
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SHEET
DWG
A

Filename
AS NOTED
O
x
b
o
w

H
a
t
c
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y

In
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a
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e

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Id
a
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o
467500
27-MARCH-2013DOCUMENTSBID
D

M
U
R
R
E
R
D

M
U
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R
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R
T

S
T
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P
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O
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6
B

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A
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6 OF 9
A 1/2"=1’-0"
4
R
E
T
R
O
F
IT
SECTION
S
E
C
T
IO
N
3.
2.
1.
MANUFACTURED AS ONE PIECE.
AT THE CONTRACTOR’S DESCRETION, CAN BE
ELEMENTS.
NECESSARY FOR SUPPORTING PERTINENT PROJECT
SHALL BE CUT SO NOT TO EXTEND BEYOND WHAT IS
EXPECTED TO ATTAIN A 20-FT EMBEDMENT. PILING
PILE DRIVING THROUGH RIVER COBBLES SHOULD BE
SUPPLEMENT TO THE PERFORMANCE SPECIFICATION.
CONSISTENT WITH THE WELL LOGS PRESENTED AS
DRIVING ON A DRIVEN DEPTH OF 20-FT INTO EARTH
CONTRACTORS SHALL BASE THEIR BID FOR PILE
THE STAMPING ENGINEER FOR LOADING SCENARIOS.
PREFERENCE AND AS DETERMINED/REQUIRED BY
OPTION 1 OR OPTION 2 PER THE CONTRACTOR’S
45 DEGREE ELBOW AND TEE SCREEN USING EITHER
CONTRACTOR SHALL SUPPORT BOTH THE 36-INCH
NOTES:
PHOTO 7
NTS
SEE UNDERWATER DIVING VIDEO.
2-INCHES ABOVE RIVER BED.
NOTE: COLUMN SUSPENDED APPROXIMATELY
PHOTO 6
NTS
RETAIN AND PROTECT
DIRECTED BY IPC
BY CONTRACTOR AS
HSS MEMBER TO BE CUT
IS READY TO RELOCATE
CLIPS WHEN CONTRACTOR
PROVIDE DIRECTION AND
VERTICAL LEG. IPC WILL
TO STRUCTURE’S NORTHERN
RELOCATE GREY CONDUIT
(OR SIMILAR)
GROUT BAGS
36" ELBOW
1
6
’-
1
0

5
/
8

"
9
"
4
8
REQUIRED
SUPPORT AS
AIR PIPING,
2
8
2
9
1
8
PUMP CAN
ROUND TUBE
8.76 INCH O.D.
ROUND TUBE
6.88 INCH O.D.
3
8
PUMP CAN COVER
3
9
TEE SCREEN
5
8
2
0
’
1
9
HEADER
HORIZONTAL
1/1/2010 THRU 1/9/2013
ACTUAL MINIMUM OXBOW TAILWATER WSE 1687.52
1/1/2010 THRU 1/9/2013
ACTUAL MAXIMUM OXBOW TAILWATER WSE 1703.03
WSE 1688
WSE 1694

CONSTRUCTION
OF WSE DURING
EXPECTED RANGE
HORIZONTAL MEMBERS
STRUCTURE’S
CONNECT TO EXISTING
FOR PUMP CAN,
SUPPORTS
LATERAL LOADING
(NOTE 3)
TRANSITION PIECE
TO PUMP BELL
TURNING ELBOW
(NOTE 3)
ELBOW
TURNING

N
O
T
E

2
E
M
B
E
D
M
E
N
T
EQUIPMENT
PROTECT
RETAIN AND
(NOTE 1)
CROSS BRACING
TYP OF 2 WITH
OPTION 1: HP10x57,
(NOTE 1)
AND STRAP
PIPE SUPPORT
HP10x57 WITH
OPTION 2:
5
9
BYPASS)
(EMERGENCY
24" MUD VALVE
EXISTING CONDITION
SEE PHOTO 7 FOR
NOT SHOWN FOR CLARITY,
AND GROUTED CONNECTION
COLUMN REINFORCING PILE
DIRECTED BY IPC
SECURES STAFF GAUGE (PHOTO 6) IN LOCATION
STAFF GAUGE. CUT 1 1/2 x 1 1/2 HSS MEMBER WHICH
PRESENT TO RELOCATE STAGE BUBBLER ON
COORDINATE TIMING WITH IPC WHEN DIVERS ARE
STAFF GAUGE TO BE REMOVED BY CONTRACTOR.
NUT. PROVIDE ONE TEE BAR TO IPC FOR OPERATION
IRRIGATION CASING WITH A 2-INCH OPERATING
MUD VALVE ACTUATING STEM SECURED TO
BEYOND
PUMP CASING
8" IRRIGATION
DESIGN MINIMUM WSE @ INTAKE 1686.45
ELEV 1689.13
FINISHED
FILENAME:PLOT DATE:PLOT TIME:3/27/2013 8:56:06 AM
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
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27-MARCH-2013DOCUMENTSBID
D

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IV
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TRANSITION PIECE
TURNING ELBOW/PUMP BELL
B
SECTION
3/8"=1’-0"
4
FLOW
SNAKE RIVER
RIVER BED
PUMP CAN
2
9
2
8
1
8
OR CONDUIT
AIR PIPING
TURNING ELBOW
HEADER, BOTH SIDES
TO HEIGHT OF HORIZONTAL
GROUT BAGS STACKED
BAGS
GROUT
LATERAL BRACING
PIPING
IRRIGATION
EXTEND
IPC WILL
FILENAME:PLOT DATE:PLOT TIME:3/26/2013 7:03:56 AM
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:
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C
D
VERIFY SCALE
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ORIGINAL DRAWING.
1"0
c
PROJ
DATE
D
A
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N
O
.
D
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AS NOTED
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467500
27-MARCH-2013DOCUMENTSBIDBEYOND
BAGS
GROUT
BEYOND
HEADER
HORIZONTAL
TEE SCREEN
C
SECTION
3/8"=1’-0"
4
1
8
PUMP CAN
3
9
1
9
OR CONDUIT
AIR PIPING
STEM
ACTUATOR
MUD VALVE
PUMP CASING
IRRIGATION
(SEE SHEET 5)
OPTION 1
H-PILE,
(SEE SHEET 5)
OPTION 2
H-PILE,
CONTOURS
FOR LOCAL
SEE PLAN AND
COLUMN BEYOND,
A
6
A
6
20-FT DEPTH
DRIVEN TO
ASSUME PILING
4
9
IN
AS INDICATED
STRUCTURE
AT INTAKE
RIVER BED
AT SECTION,
RIVER BED
PIPING
IRRIGATION
IPC WILL EXTEND
TO IRRIGATION PUMP CASING
SUPPORTS AS REQ’D. WELD
STEM CENTERING PLATE AND
WITH TURNING ELBOW
AND BOLT PATTERN
COORDINATE FLANGE
TYP
18"
NOTE 1
2 1/8 "
NOTE 1
2
4
"
24"3"
24"
18"
NOTE 1
1
2
"
1

1
/
2

"
TOP
SECTION
BOTTOM
NOTES:
2 1"=1’-0"
PUMP BELL TRANSITION PIECE
TURNING ELBOW -
BE MANUFACTURED AS ONE ELEMENT.
AND TURNING ELBOW - PUMP TRANSITION PIECE CAN
AT THE CONTRACTORS DISCRETION, TURNING ELBOW
PURPOSES.
AN 18-INCH PIPE SHOULD BE ASSUMED FOR BIDDING
CONSTRUCTION PERIOD. A STANDARD C207 FLANGE FOR
FOR THESE MEASUREMENTS TO BE TAKEN PRIOR TO THE
DIAMETER OF THE PUMP BELL. IPC WILL PROVIDE A TIME
THE BOLT PATTERN AND FLANGE OUTSIDE AND INSIDE
THE PUMPS. THESE MEASUREMENTS WILL BE TO VERIFY
TAKEN BY THE CONTRACTOR AFTER IPC REMOVES
BE FABRICATED AFTER FIELD MEASUREMENTS ARE
DOWNSTREAM FLANGE OF TRANSITION PIECE SHALL
2.
1.
MIN
STEEL PLATE,
3/16" THICK
TO TRANSITION
VAR
D

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Filename
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FILENAME:PLOT DATE:PLOT TIME:3/26/2013 7:05:01 AM
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:
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C
D
VERIFY SCALE
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ORIGINAL DRAWING.
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PROJ
DATE
D
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N
O
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D
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N
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B
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A
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SHEET
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A

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AS NOTED
O
x
b
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w

H
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c
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In
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467500
27-MARCH-2013DOCUMENTSBIDOF 3/16" THICK STEEL PLATE, MIN
PUMP CAN SHALL BE CONSTRUCTED
AND ONCE IN PLACE
RIGIDITY DURING INSTALLATION
SKIP WELDED AS REQUIRED FOR
STEEL RIBBING PER MANUFACTURER,
1
1
’-
6
"
6’-5"
SECTION A-A SECTION B-B
7’-0"
3
’-
0
"
7’-0"
4
’-
0
"
B B
A
A
1 3/8"=1’-0"
4" FLANGE4’-0"
3
’-
0
"
4
"

F
L
A
N
G
E
IN
S
ID
E
IN
S
ID
E
IN
S
ID
E
INSIDE
INSIDE
PUMP CAN
WITH COVER
COORDINATE FLANGE
HEADER
HORIZONTAL
FLANGE WITH
COORDINATE
3
VAR
1
5
’-
6
"
PUMP CASING
IRRIGATION
8-INCH
HEADER
WITH HORIZONTAL
COORDINATE FLANGE
4 1"=1’-0"
IRRIGATION PUMP CASING
VAR
5 1/2"=1’-0"
3
6
"
ID
24"
NOTE
T
Y
P
HEADER
HORIZONTAL
FLANGE WITH
COORDINATE38 7/8 "NOTETEE SCREEN
FLANGE WITH
COORDINATE
VAR
BY CONTRACTOR
FINAL DIMENSIONS
NOTE:
4
5
7’-8"
2
’-
2
"
3’-2 1/2 "
PLATE, MIN
1/8" STEEL
2’-1 1/8 "2’-1 1/8 "
1’-2"
9 "
R
TO INSTALL LID SECTIONS
LIFTING LUGS AS REQUIRED
PROVIDE AND LOCATE
NOTE 3
3.
2.
1.
NOTE 1 NOTE 1
3 1"=1’-0"
PUMP CAN COVER
TOGETHER
MIRRORED SECTIONS
OR LIP ON LID TO BOLT
PROVIDE ANGLE IRON
OUTSIDE DIAMETER OF PUMP COLUMN IS 18-INCHES.
TO CLOSE GAP IF RESULTING CUT IS OVERSIZED.
REQUIRED. TACK A BRUSH STRIP AROUND OPENING
AROUND PUMP COLUMN. FIELD TRIMMING MAY BE
FIELD CUT TO PROVIDE 0.069" MAXIMUM OPENING
PROVIDE A MIRRORED SECTION OF THIS DETAIL
FIELD VERIFY DIMENSION AFTER PUMP CAN INSTALLATION
NOTE:
BRUSH STRIP
VAR
9 "
R
D

M
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Filename
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B

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R
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5
24" MUD VALVE
NTS
VAR
PROVIDING FORM FOR GROUT
CONNECTED UNDER WATER
TWO HALF 48" PIPE SECTIONS
4
VAR
INTAKE STRUCTURE REINFORCING HP10x57 PILE
48" PIPE
PLAN SECTION
2" SQUARE OPERATING NUT
1/8" PLATE W/ POSITION INDICATOR
TO IRRIGATION PUMP CASING AS REQUIRED.
PROVIDE CENTERING PLATES WELDED
MINIMUM DESIGN WSE. SUPPORT AND
STEEL STEM SHAFT, PAINTED ABOVE
2
’-
8
"
SPACED IN GROUTED SECTION
OF FOUR STUDS EVENLY
INTAKE LEG. PROVIDE 3 ROWS
WELDED TO BOTH H-PILE AND
3/4" - 4" LONG HEADED STUDS
FLANGE
KEY IN PIPE FORM
COBBLES TO
4-INCHES RIVER
"HAND" EXCAVATE
1"=1’-0"
NOT OVERTOP
DURING INSTALL TO ASSURE PIPE FORM DOES
MEASURE GROUT PUMPED CONTINUOUSLY
GROUT BAG OR EQUAL DURING GROUT FILL.
GROUT PIPE FORM FULL. COVER WITH NYLON
NOTE:
GROUT TUBE
INSERT
FITTING TO

D
E
T
A
IL
S
INTO RIVER BED
PILE DRIVEN 20-FT
FILENAME:PLOT DATE:PLOT TIME:3/26/2013 7:05:55 AM
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:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
D
A
T
E
N
O
.
D
S
G
N
D
R
R
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V
IS
IO
N
C
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A
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D
B
Y
A
P
V
D
SHEET
DWG
A

Filename
AS NOTED
O
x
b
o
w

H
a
t
c
h
e
r
y

In
t
a
k
e

S
t
r
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b
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,

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Id
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467500
27-MARCH-2013DOCUMENTSBID3
’-
0
"
1 3/8"=1’-0"
7’-0"
7
’-
0
"
3
’-
0
"
SECTION A-A SECTION B-B
36"
NOMINAL
SECTION C-C
1
2
"
1’-6"
1’-6"
A
A
B
B
C C
6’-6"
PLAN
AND SIZE WITH PUMP CAN
MATCH BOLT PATTERN
4" FLANGE MIN
BOLT PATTERN AND SIZE TO MATCH
AWWA C207 CLASS B FLANGE, MIN
WITH IRRIGATION PUMP CASING
COORDINATE BOLT PATTERN
CLASS B FLANGE, MIN -
8" NOMINAL PIPE W/ C207
HORIZONTAL HEADER
5’-0"
3/16" STEEL PLATE, MIN
IN
S
ID
E
DD
1
2
"
1’-9"
6’-6"
3/16" STEEL PLATE, MIN
WITH MUD VALVE
COORDINATE BOLT PATTERN
CLASS B FLANGE,
24" NOMINAL PIPE W/ C207
4’-9"
1
’-
8

3
/
4

"
2
’-
9
"
SECTION D-D
VAR
N
O
T
E
N
O
T
E
NOTE
NOTE
INTAKE STRUCTURAL MEMBERS.
ELEMENTS TO FIT BETWEEN
ARRANGED FOR ATTACHED
NOTE:
2
4
"
24"
SECTION
2 1"=1’-0"
2
4
"
MINIMUM
FLANGE SHALL BE 3/16" THICK
TURNING ELBOW WALLS AND
NOTE:PLAN
2 3/4 "
9"
2’-8"
2
’-
8
"
11"R
2"R
4 3/4 "
R
TURNING ELBOW
INSIDE WALL OF
26"R
ELBOW
TURNING
WALL OF
OUTSIDE
2
4
"
PIECE
PUMP BELL TRANSITION
WITH TURNING ELBOW-
AND BOLT PATTERN
COORDINATE FLANGE
9
"
2

3
/
4

"
TURNING ELBOW
VANE
TURNING
OUTSIDE
VANE
TURNING
INSIDE
VANE
STRAIGHTENING
3/16" THICK IN
S
ID
E
IN
S
ID
E
VAR
PROFILE VIEW FRONT ELEVATION VIEW
PLAN VIEW
40"
3 3/8"=1’-0"
TEE SCREEN
125"
3
6
"
NOTE 4
N
O
T
E

4
NOTE 4
(IF EMPLOYED)
AIR BURST PIPING
36"
PERFORMANCE SPECIFICATION.
CLARITY ONLY. BRUSH CLEANED SYSTEM ACCEPTABLE, SEE
DETAIL SHOWN FOR AN AIR BURST CLEANED TEE SCREEN FOR
DIMENSIONS AND DESIGN TO BE VERIFIED BY MANUFACTURER
SCREEN THROUGH SLOT VELOCITY: - MAX. 0.40 FPS
SCREEN FRACTIONAL OPENING 49.28%
SCREEN SLOT WIDTH 0.068 IN
NOTES:
5.
4.
3.
2.
1.
VAR
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
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DA
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RE
V
.
B:
\
I
D
A
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W
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1
1

-

O
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B
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W

F
I
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C
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6
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0

-

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A
W
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\
1
0

C

8
-
9
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
ST
A
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1
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12/23/2020
10 C 9
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NOTES:
1.SEE SHT. 10C3 & 10C4 FOR EXTENTS OF WALL SECTIONS.
2.ASPHALT PAVEMENT ELEVATIONS SHOWN ARE APPROXIMATE.
SEE CIVIL DRAWINGS FOR EXACT GRADE ELEVATIONS.
3.RAILING DETAILS SHOWN ARE CONCEPTUAL. CONTRACTOR TO
SUBMIT DETAILS BASED ON THE PROVIDED CONCEPT FOR
APPROVAL.
4.PLACE RIPRAP ALONG THE TOE OF THE RETAINING WALL ALONG
THE SNAKE RIVER AND PINE CREEK AS SHOWN. REPLACE RIPRAP
WITH COMPACTED NATIVE FILL ALONG THE SOUTHERN SIDE OF
THE SITE.
5.WIRE ROPE SHALL BE 12" DIA 6X19 IWRC BARE STEEL CABLE.
DRILL 5 8" HOLE IN HSS POST FOR WIRE ROPE. TERMINATE ROPE
WITH WIRE ROPE CLAMP MCMASTER-CARR 3372T27.
6.EACH CONTINUOUS LENGTH OF CABLE SHALL HAVE A
TURNBUCKLE EVERY 100FT. TURNBUCKLES SHALL ALSO BE
PROVIDED AT THE BEGINNING AND END OF ALL SLOPED
SECTIONS AND CORNERS.
REGIS
T
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E
D

PROFES S I O N A L
E
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G
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NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SCALE:3/4" = 1'-0"
SECTION
-
H
EL. 1703
VARIES
SCALE:3/4" = 1'-0"
SECTION
-
J
EL. 1703
VARIES
VARIES FROM
EL. 1710.10 TO
EL. 1706.28
7'-13 8"
(MAX.)
11'-13 16"
10'-13 16"
WALL ELEVATION
SCALE: 12" = 1'-0"
10'-0"
MAX.
10'-0"
MAX.CONT.CONT.
HSS 4x4x14" WELDED TO EMBEDDED
PLATE (TYP). SANDBLAST ALL PARTS
AFTER FABRICATION.
WIRE ROPE 6x6x3 8" EMBEDDED PL. WITH
(4) 12" DIA. STUDS, 6" EMBED
(TYP.)TOP OF
PAVEMENT
0'-4"
1'-0"
1'-0"
0'-8"
3'-0"
TOP OF WALL
STEP IN FOOTING (TYP.)
ELEVATION 1
ELEVATION 2
0'-4"
(TYP.)
7'-13 16"
3'-33 8"
(MAX.)
45°
6'-0"
3'-0"
1'-0"
1'-0"
3'-0"
0'-10"
0'-8"
4'-6"
#6@10" O.C.
#4@8" O.C.
#5@8" O.C.
#4@10" O.C.
#6@10" O.C.
#4@10" O.C.
#5@8" O.C.
#4@8" O.C.
FOOTING BARS
(TYP.)
FOOTING BARS
(TYP.)
1'-0"
(MIN.
RAILING
RETAINING
WALL
FOOTING
EL. 1699
EL. 1699.17
VARIES FROM
EL. 1706.28 TO
EL. 1703.50#5@10" O.C.
1'-6"
WELDED TIE-DOWN RING
MCMASTER-CARR 3024T22
TURNBUCKLE
MCMASTER-CARR 3001T57
SLOPE
1
AD
D
E
N
D
U
M

1
2/
1
6
/
2
1
1
1
1
-
SCALE:3" = 1'-0"
DETAIL
-
1
HSS POST
WIRE ROPE CLAMP
(NOTE 5)
WELDED TIE-DOWN RING
MCMASTER-CARR 3024T22
10'-0"
MAX
TOP OF PAVEMENT
RETAINING
WALL
2
-
SCALE:1 1/2" = 1'-0"
DETAIL
-
2
HSS POST
3/16TYP
ANGLE PLATE TO
MATCH SLOPE
TOP OF
RETAINING
WALL
Technical Specifications 02455-1 Drilled and Cast Piles
SECTION 02455 - REVISION 1
DRILLED AND CAST PILES
PART 1 GENERAL
1.1 SUMMARY
A. Section includes: Drilled and cast piles for the intake structure and related items.
B. The Contractor shall provide piles, pile caps, cuts, welds and appurtenant Work,
guys, bracing, shoring, supports, complete and in place, in accordance with the
Contract Documents.
1.2 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. American Institute of Steel Construction (AISC)
1. 360 - AISC Specification for the Design, Fabrication and Erection of Structural
Steel for Buildings
2. 303 - AISC Code of Standard Practice for Steel Buildings and Bridges
B. American Society of Testing and Materials
1. A6 - Standard Specification for General Requirements for Rolled Structural
Steel Bars, Plates, Shapes, and Sheet Piling
2. A36 - Standard Specification for Carbon Structural Steel
3. ASTM A252 - Standard Specification for Welded and Seamless Steel Pipe
Piles
4. ASTM A500 - Standard Specification for Cold-Formed Welded and Seamless
Carbon Steel Structural Tubing in Rounds and Shapes
5. A572 - Standard Specification for High-Strength Low-Alloy Columbium-
Vanadium Structural Steel
C. American Welding Society (AWS)
1. D1.1 - Structural Welding Code – Steel
1.3 SYSTEM DESCRIPTION
A. Performance requirements:
1. Pile drilling refusal:
Technical Specifications 02455-2 Drilled and Cast Piles
a. Where refusal is met within 5 feet of specified depth indicated on the
Drawings, pile will be satisfactory.
b. Where refusal is met more than 5 feet above specified depth, notify the
Engineer:
1) After notification, the Engineer will determine whether additional piles
will be required.
1.4 CONTRACTOR SUBMITTALS
A. Furnish submittals in accordance with Section 01330 – Submittal Procedures
B. Installation Plan:
1. Contractor shall submit a pile installation narrative for approval considering:
a. Construction sequence.
b. Understanding of the site subsurface conditions referencing available data
provided in the boring logs test pits.
c. List and descriptions of proposed equipment such as cranes and drill rigs.
d. Proposed drilling and grouting methods including casing advancement,
jacking, and anchoring.
e. Centralizing of piles.
2. The engineer will evaluate the drilled pile installation plan for conformance with
the project documents.
C. Shop Drawings:
1. Shop drawings shall conform to AISC recommendations and specifications
and shall show all holes, etc. required for other work. Drawings shall include
complete details showing all members, their material properties and
connections, anchor bolt layouts, schedules for fabrication procedures, and
diagrams showing the sequence of erection.
2. Indicate profiles, sizes, spacing and locations of structural members,
connections, attachments, fasteners, cambers, loads, and any special details.
3. Indicate welded connections using standard AWS welding symbols. Indicate
net weld lengths.
4. Grout and concrete mix designs per Section 03310 Cast-in-Place Concrete
Technical Specifications 02455-3 Drilled and Cast Piles
1.5 QUALITY ASSURANCE
A. Certification: Furnish to the Engineer before fabrication, a mill certified report of the
tests for each heat of steel or iron from which the material is to be fabricated
containing the results of chemical and physical tests required by the ASTM
Specifications for the materials.
B. Qualify welding processes and welding operators in accordance with AWS
"Standard Qualification Procedure." Provide certification that welders to be
employed in work have satisfactorily passed AWS qualification tests within the
previous twelve (12) months on the same type work to be done. If recertification of
welders is required, retesting will be Contractor's responsibility.
C. Stock Material: When fabrication is to be done using material already in stock,
obtain the approval of the Engineer prior to fabrication.
D. Mill Tolerances: Furnish steel with rolling and cutting tolerances, permissible
variations in weight and dimensions, defects, and imperfections that meets the limits
contained in ASTM A6.
E. Testing & Inspection Schedule: The Contractor shall engage inspectors to inspect
welded connections and high-strength bolted connections, to perform tests and
prepare test reports per the following:
1. All welds to be visually inspected.
2. Welds that are required by the Engineer to be corrected shall be corrected or
redone and retested as directed, at the Contractor’s expense and to the
satisfaction of the Engineer and/or approved independent testing lab.
3. The costs for all initial testing will be paid by the Contractor. The Contractor
shall pay for all costs for any additional testing and investigation on Work
which does not meet Specifications. The Contractor shall supply material for
testing at no cost to the Owner and shall assist the Engineer in obtaining
material for test samples.
F. Grout and concrete inspection and testing shall be as specified in Section 03310
Cast-in-Place Concrete
1.6 PROJECT CONDITIONS
A. Project environmental requirements:
1. Sound control:
a. Muffle pile drilling as necessary to comply with federal, state, and local
community noise regulations.
1) As a minimum, and regardless whether required by preceding or not,
deflect exhaust from pile drilling that source.
Technical Specifications 02455-4 Drilled and Cast Piles
b. Monitor and record noise levels from pile drilling operations, as required
for compliance with worker safety regulations.
c. Monitoring costs and any costs associated with related construction and
project shutdown delays necessitated while bringing noise levels in
compliance with the preceding provisions shall be the responsibility of and
be borne by the Contractor.
PART 2 PRODUCTS
2.1 MATERIALS
A. Steel pipe piles:
1. Open-end steel pipe piles shall be in accordance with ASTM A252, Grade 2 or
3 with a minimum wall thickness of 0.50-in. as shown on the Drawings.
2. Length: May be built up in sections either before or during driving operation:
a. Provide sections having identical cross-section.
b. Splices and Welds: Full penetration groove welds as specified in Section
05120 – Structural Steel.
B. Cast-In-Place Concrete:
1. Reinforcement: Bar reinforcement shall conform to the requirements of ASTM
A615 for Grade 60 Billet Steel Reinforcement
2. Concrete: Materials shall conform to ACI 301 and Section 03310.
PART 3 EXECUTION
3.1 PILE INSTALLATION EQUIPMENT
A. All pile installation equipment, including the drill or down-hole hammer, debris
discharge, concrete delivery, and other appurtenances to be furnished by the
Contractor shall be approved in advance by the Engineer before any advancement
can take place.
3.2 PREPARATION FOR DRIVING
A. If practical, piles shall not be driven until after the excavation is complete. Any
material forced up between the piles shall be removed to the correct elevation
before concrete for the foundation is placed.
B. Preparation of Piling
1. Pile Heads. For steel piling, the pile heads shall be cut and maintained square
with the longitudinal axis of the pile.
Technical Specifications 02455-5 Drilled and Cast Piles
3.3 DRILLING AND PLACEMENT
A. Drilled piles shall be installed to the required depth as shown in the Drawings or as
directed. Once the excavation for a pile has been started, the operation shall be
continuous until complete allowing for pauses to splice casing and remove
obstructions.
B. The Contractor shall remove debris from the hole with appropriate means such as
air lift. No more than 1 inch of loose or disturbed material shall be present at the
bottom of the drilled pile just prior to placement of concrete.
C. Casings shall remain in place.
D. If rock is encountered within the specified depth, install a 6-foot deep rock socket.
The rock socket shall be free of loose material.
3.4 FIELD QUALITY CONTROL
A. Field measurements:
1. Pile location survey:
a. After piles are driven and prior to placing reinforcing steel, formwork, or
concrete for structure, prepare pile location survey showing coordinates of
final location of butt of piles and elevations of butt of piles to accuracy of
plus or minus 0.01 feet.
b. Pile location survey shall be performed by Surveyor registered in the state
where the Project is located.
c. Provide survey that includes the minimum following information:
1) Location of piles:
a) Location of pile butts as indicated on the Drawings.
b) Location of pile butts as driven.
c) Calculated distances between location coordinates of the pile
butts as indicated on the Drawings and actual location
coordinates of the pile butts as driven.
2) Elevation of pile butts:
a) Elevation of pile butts as indicated on the Drawings.
b) Elevation of pile butts as driven or cut off.
c) Calculate difference between elevations of pile butts as
indicated on the Drawings and actual elevation of pile butts as
driven.
3) Highlight piles that are not within specified tolerances for location in
plan and butt elevation.
4) Provide preceding information in tabular form and keyed to a pile
location drawing by pile number:
Technical Specifications 02455-6 Drilled and Cast Piles
a) Provide pile location drawing that shows each pile for each
structure.
d. Engineer will use pile location survey information to evaluate acceptability
of pile locations.

2. Video Survey
a. Conduct a downhole video survey of each pile immediately after driving.
b. The video survey shall extend to the soil filled portion of the pile.
c. After removal of soils within the upper 20 ft of the pile, conduct a second
video survey to ensure the pile is cleaned. Repeat the video survey if
further cleaning is required.
d. Conduct the video survey only in the presence of the Engineer.
e. Provide the Engineer with and electronic copy of all video surveys.
3.5 ADJUSTING
A. Correction of defective pile work:
1. Pile work not in accordance with the requirements indicated on the Drawings
and specified is considered defective.
2. Take corrective measures acceptable to the Engineer if piles are damaged,
out of tolerance, mislocated, heaved by subsequent drilling of adjacent piles,
or otherwise defective:
a. Cost of redesign of foundation elements by the Engineer required by
reason of defective pile work shall be borne by Contractor.
b. Allow 15 working days from submittal of pile location survey, for design of
corrections for defective pile work.
3. Measures to be used to correct defective pile work will be selected by the
Engineer. Corrective measures that may be acceptable to the Engineer
include:
a. Redrill piles heaved by subsequent drilling of adjacent piles.
b. Drill additional piles at locations selected by the Engineer.
c. Pile caps will be redesigned by the Engineer and required details of
modifications to pile caps will be given to the Contractor to accommodate
piles that were driven out of tolerance.
4. Leave piles which are not accepted in the ground:
a. Cut off such piles at least 1 foot below bottom of pile cap and fill holes
with aggregate base course material.
Technical Specifications 02455-7 Drilled and Cast Piles
b. Fill shells with concrete.
3.6 CONCRETE PLACEMENT
A. Concrete placement shall begin immediately when excavation is complete and
casing has been centered and secured.
B. Concrete placement shall begin with the concrete pump or hose in contact with the
bottom of the excavation. The discharge end of the tube shall remain under the
surface of placed concrete.
C. Acceptance of each drilled pile shall be based on specifications and drawings
including the following:
1. Review of the contractor’s drilling log.
2. Satisfactory location of the tip of the pile.
3. Satisfactory documentation of cleanliness of bottom of hole.
4. Satisfactory documentation of the concrete placement including continuity,
contact with bottom of hole, and maintenance of discharge end in placed
concrete.
3.7 SPLICING OF PILES
A. Where splices are unavoidable, their number, locations and details shall be subject
to approval of the Engineer.
B. Full-length piles shall be used where practicable. If splicing is permitted, the method
of splicing shall be according to AWS D1.1 or as approved by the Engineer. Only
certified welders shall perform welding. Mechanical splices may also be used.
3.8 MEASUREMENT AND PAYMENT
A. Method of Measurement
1. Piles
a. The quantities of pile to be paid for shall be the sum of the lengths in feet.
Base bid shall include the piles and lengths shown on the drawings. The
piles shall be of the types and lengths indicated in the contract documents
or ordered in writing by the Engineer, furnished in compliance with the
material requirements of these specifications and stockpiled or, installed
in good condition at the site of the work by the Contractor, and accepted
by the Engineer. When extensions of piles are necessary, the extension
length ordered in writing by the Engineer shall be included in the total
length of piling furnished.
B. Piles Placed
Technical Specifications 02455-8 Drilled and Cast Piles
1. The quantities of driven piles of each type to be paid for shall be the quantities
of acceptable piles of each type that were placed.
C. Pile Splices
1. No payment shall be made for splices or shoes used at the option of the
Contractor. When not shown in the contract documents, additional pile lengths,
pile splices or shoes ordered by the Engineer shall be paid for as extra work.
D. Basis of Payment
1. The pile types, numbers and lengths shown on the Contract Drawings shall be
included in the Contractor’s Lump Sum Base Bid. Any additional piling length
shall be paid for at the unit price for each pile type as given on the Contractor’s
Bid Form.
2. Payment for piles furnished and installed includes full compensation for all
costs involved in the furnishing, delivery and placement.

END OF SECTION

2021 Construction - RFP
The purpose of Question and Answer Document is to provide a response to the questions that were received as part of this request for bid.
Below are the questions and answers in response to an inquiry submitted via PowerAdvocate.
Please acknowledge receipt of this Question and Answer Document as part of your Proposal. Failure to do so may subject respondent to disqualification. You can acknowledge receipt in your proposal cover letter and or within the proposal itself.
Question #Date
Submitted Reference Question Response
Date Response Addendum #
1 Feb-23-2021 Scope
3/10 C 5, Note 3 states that all piping under slabs shall be encased
per the standard details. Shall this include process piping only and
not domestic plumbing? Does this include the piping under the
raceways?
Mar-12-2021 Encase all piping, domestic and process, under the building slabs. Process and drain
piping under the raceways shall also be encased.2
2 Feb-23-2021 Scope
10 C 5, calls for 300/GC-5 at each well location. It appears that
there are only 2ea and not 3ea as indicated, please confirm. Please
confirm each well casing is existing.
Mar-12-2021
Only two well vaults (Detail 300/GC-5) are required. The well casings are existing,
but will require a new flange be welded onto the top for connection as shown in the
detail.
2
3 Feb-23-2021 Scope 10 C 5, please provide a specification and detail for the sewer lift
station.Mar-12-2021 See Specification 11076 provided in the Bid Documents 2
4 Feb-23-2021 Scope
10 C 8, where do the perforated drain tiles between retaining walls drain
to?
Mar-12-2021
Route each section of 4-in. perforated drain pipe (along each section of retaining
wall) to a single low-point and discharge the collected water through a tee that
passes through the retaining wall, directly to the down-slope side. Cover the end of
drain pipe with filter fabric secured with stainless steel band.
2
5 Feb-23-2021 Special Conditions
Special Conditions, Item 2b, will the Building Permit and Floodplain
Development be ready to be pulled immediately following the bid?
Is the contractor responsible for paying the building permit and
floodplain development permit fees?
Mar-12-2021
IPC is currently working with Baker County to procure the Floodplain Development
Permit. Contractor will be responsible for prcureing and paying for the building
permits, electrical, mechanical and other permits required for building the project.
(Note: IPC is also responsible for the 404 permit, FERC Clearance and Cultural
Clearance, which are ongoing.)
2
6 Feb-23-2021 Schdule of Values Where in the schedule of values do we include the irrigation tank
replacement Mar-12-2021 See Updated Schedule of Values 2
7 Feb-23-2021 Permits
Has preliminary approval of the 404- permit been achieved? Can
any comments by the AHJ be provided to the Contract for bidding?Mar-12-2021
No approval has bee achieved for the 404 permit. The US Army Corps of Engineers
will the be governing agency and it is anticipated that we will be required to
maintain 401 Water Quality Certification requirements and work in specified work
windows for sensitive species considerations.
2
8 Feb-23-2021 Scope Are as-builts of the existing facilities available?Feb-26-2021 Yes. Attached to adendum 01.1
9 Feb-23-2021 Schedule
The specifications require mock-ups of major equipment like the
crowders and incubators prior to releasing them to fabrication. This
will likely make the lead times exceed the needed delivery dates. Is
it acceptable to forego the mockups if the duration extends past
mandatory milestones?
Mar-12-2021
The mock-ups are required for all equipment listed in Specification 01345, Section
3.2. The Contractor shall plan their schedule accordingly to meet the mandatory
milestones provided.
2
10 Feb-23-2021 Schedule If full scale mockups are required, is the expectation to achieve a
visual inspection or an operational inspection?Mar-12-2021
Both. The units will be visually inspected for quality (clean welds, no scaling or
rusting, proper coatings, acceptable tolerances, etc.). The mockups will also be
operationally tested as required by Specification 01345, Section 1.2 H 1 and 2.
2
11 Feb-23-2021 Permits
Has the building permit and flood plain permit applications been
submitted?Mar-12-2021 Building Permit will be the responsibility of the contractor. IPC will provide the
Floodplain Development Permit once it has been obtained.2
12 Feb-23-2021 Recycling
Will the demo (scrap) metals that Idaho Power wants retained be
shipped back to the Franklin storage yard by Idaho Power?Mar-12-2021 IPC will provide the container and shipping to and from Oxbow and the recycle yard.2
13 Feb-23-2021 Scope Who is responsible for providing and paying for Programing?Mar-12-2021 Contractor will be responsible for providing and paying for all programming.2
Oxbow Hatchery Renovation Construction Project
14 Feb-23-2021 What SCADA software should the Contractor include in their bid?Mar-12-2021 Wonderware (now Aveva)2
15 Feb-23-2021 Scope
60 A 1.1, Incubation Room 110 calls for Keynote 1 on the ceiling,
acrylic finish over fiber reinforced stucco over ½” cement board, is
this the correct ceiling finish for this room? If so, how shall it be
finished at the support pipe header rack penetrations?
Mar-12-2021
Yes, this is the correct ceiling finish for the Incubation Room. The ceiling shall be
finished to within ½” of all penetrating items, and the gap shall be filled with a
sealant that matches the finish and provide 100% vaporproof barrier.
2
16 Feb-14-2021 Scope/Drawings
The mechanical drawings have several fabricated steel pipe callouts
(many on Sheet 30 M 1 and 2). , of which call out Group (1) for pipe
material, which per the Piping Material Schedule on Sheet GM2
defines (1) as Steel pipe, with fusion bonded epoxy lined and
coated. Is the intention to have fusion bonded epoxy on these
systems? Should Group (4) be specified for the steel piping? Group
(4) includes the typical coating/lining for these types of systems.
Please confirm pipe type callouts on mechanical drawings for
fabricated steel piping are accurate and as intended.
Mar-12-2021
Material type 1 (SCH 40 steel) was intended for all piping at the aeration tower,
furnished with an epoxy lining and coating. Material type 4 is AWWA fabricated
steel pipe with a LifeLast DuraShield lining and coating per Specification 15063,
Section 2.1F, and is not intended for use at the aeration tower.
2
17 Feb-14-2021 Scope
Plan sheet 30 M 2 references routing 6 each F (formalin) lines.
Please provide more information. Where do they originate, where/
how do they terminate? Mar-12-2021
A single 6-in. diameter SCH 40 PVC conduit pipe is routed from the formalin room in
the sorting and spawning building (50 M 14) to the aeration tower. Within that
conduit pipe, a length of ¾‑in. diameter vinyl tubing shall run from the formalin
room to each of the corresponding six raceway distribution boxes at the aeration
tower. One tube should be secured to the interior of each raceway distribution box.
2
18 Feb-14-2021 Scope
Plan sheet 40 M 2 reference the TT (transfer tubes) please provide a
detail of the concrete wall penetrations for the transfer tubes at the
east and west sides of the structure.
Mar-12-2021
Details for the transfer tube penetration on the west side of the structure are
provided in Section A/40 M 2 and Detail 1/40 M 3. On the east side of the structure,
the transfer tubes that deliver fish to each raceway should be directly cast into the
raceway walls as called for on 50 M 3. Additional details have also been provided for
the transfer tube penetrations through the masonry Sorting and Spawning Building
and the truck transfer tube piping in the attached drawings.
2
19 Feb-14-2021 Scope
Please provide a detail of how the river intake pump manifolds
terminate at the top? Is the pump a flanged connection to the pump
can? Or, is the pump bolted to an equipment pad?
Mar-12-2021
The pump-can includes an integral sole plate at the top that shall be mounted to
cast‑in-place anchors (size provided by the pump manufacturer) in the concrete
equipment pad located on top of the intake pump station deck as shown on 20 M 1.
The connection between the pump discharge head base plate and pump can/sole
plate shall be achieved by a flanged connection with tapped holes in the sole plate.
Final design and details to be submitted by equipment manufacturer for approval by
engineer.
2
20 Feb-14-2021 Scope
The 24" SW pump discharge is steel, and the yard pipe for the 24"
SW is C-900. Where is the transition from material types and how is
this transition made?Mar-12-2021
The transition shall occur just upstream of the 45° Elbow at coordinate A1 (See
sheet 10 C 6). Use a restrained sleeve coupling adaptor to transition from plain end
steel to C900/905.
2
21 Feb-26-2021 Scope/Drawings
Detail 213/GC-2 is missing from the plan set, it was referenced on
sheet 10 C 5. Please provide detail.
Mar-12-2021
The detail is meant to reference a Cleanout to Grade (COTG). The detail is included
here for reference. On 10 C 6, change the detail callout “242/GC-3” to reference the
new COTG detail “213/GC-2”.
2
22 Feb-26-2021 Scope/Drawings
Sheet 10 S 4 is missing from the plan set, it was referenced on
sheet 10 C 1. Please provide missing sheet or provide a different
call out.
Mar-12-2021 The reference should refer to the new dorm building foundation. Change the
reference to Sheet 10 S 3.2
23 Feb-26-2021 Scope/Drawings
Drawing 10 C 8 note #3 States place riprap along the toe of the
retaining wall along the Snake River and Pine Creek as shown. There
does not appear to be any detail showing riprap along the retaining
wall, and there is not specification for riprap. Please provide details
for riprap placement.
Mar-12-2021
Riprap should be placed at a minimum of 3’ deep and extend 6’ from the face of the
retaining wall along the Snake River and Pine Creek. Riprap is not needed along the
southern retaining wall (Sections A through D). Modify Specification 02200 as
described in the SPECIFICATION section attached.
2
24 Feb-26-2021 Scope/Specifications
Specification 02200 2.1 Re-use of on-site materials, states that there
is a substantial quantity of material near Brownlee Reservoir that
may be used in the construction of permanent features.
a. Please provide gradation, proctor and moisture content test
reports. If reports are not available should bidders assume the
material is acceptable for bidding purposes. If acceptable, for which
specified material types will it be acceptable?
b. Is there an existing access road to the materials at Brownlee
Reservoir that is suitable for trucking and equipment to load out the
materials and haul to the job site? Where is the access road
located?
Mar-12-2021
IPC has dicovered a discrepancy about the material at the toe of Brownlee Dam.
Originally, IPC suggested that this material could be used for 3/4" road mix.
Currently, IPC is waiting for verification about access and hauling requirements and
restrictions due to other projects at Brownlee Dam. As such, bidders shall assume
the material in question at the toe of Brownlee is not available for this project.
2
25 Feb-26-2021 Scope/Specifications
Refer to specification section 03310 2.9 B.3. Fly Ash. Is the 25% fly
ash requirement considered to be a maximum replacement
percentage? Will mix designs with less than 25% fly ash be
considered for the project?Mar-12-2021
The specified fly ash quantity was done to control the potential for ASR. If the batch
plant has familiarity with a proposed mix design, and recent testing data on the
aggregate source to confirm that the aggregate is not reactive (meets section 03310
3.1.B.3), less than 25% fly ash will be considered. If an alternative mix design is
proposed, the Contractor should submit a list of ITD projects where the exact mix
design has been approved and used, and aggregate test results from within the last
2 years.
2
26 Feb-26-2021 Scope/Specifications
Refer to specification section 03310 3.1 B.2. Shrinkage Limitation.
Does this specification section apply to all concrete placed on the
project, or is it specifically required for hydraulic structures?Mar-12-2021 This limitation applies to all concrete placed on the project.2
27 Feb-26-2021 Site
Is water for site work and dust control to be made available to the
contractor from an onsite source by Idaho Power?Mar-12-2021 Yes. There is currently a truck fill station on site that is available for use.2
28 Mar-01-2021 Scope
Should it be assumed that detail C244/GC-4 applies to the 36” Drain
line that extends to the Snake River? Is there supposed to be a grate
or a backflow valve at the discharge end of the pipe?Mar-12-2021
Yes – Detail C244/GC-4 should be followed for the outfall of the 36” drain line, no
backflow valve or screen is required. The detail also applies to the 12” storm drain
outfall. See the SPECIFICATION section below for riprap details.
2
29 Mar-01-2021 Scope
Will you accept a Chief Pre-Engineered Steel Building for the
raceway structure?Mar-12-2021 If the other requirements of Specification 13121 can be met, this manufacturer is
acceptable. 2
30 Mar-01-2021 Scope What is the final finish floor elevation for the Airburst BLDG?Mar-12-2021 1,704.70’ per 10 C 4. 2
31 Mar-01-2021 Scope Workstation Desk in lobby 101 H38292LNS has drawers on one side
– is this correct?Mar-12-2021 Yes.2
32 Mar-01-2021 Scope Office desk #102 H38L66NSL is not a HON part number. The 66”
desk and return – is the return on the left or right side? Is the return
48” or 60” long.
Mar-12-2021 Model should be H38L6630NSL, as noted in the finish schedule. This model includes
the base desk with a right return. 2
33 Mar-01-2021 Scope The HON spec for the office chairs is W40. Are you really asking for
WP40 which is a black vinyl chair?Mar-12-2021 Yes, please change the model number to HIWM2.A.H.M.WP40.T.SB. 2
34 Mar-01-2021 Scope
Is Idaho Power providing and asbestos and lead paint survey for
demolition of the existing hatchery building or it the responsibility
of the contractor to provide as part of their bid?
Mar-12-2021 Yes. A Report is being generated currently. Preliminary results show 2
35 Mar-01-2021 Scope
Will Idaho Power be moving all contents from the existing hatchery
building?
Mar-12-2021
IPC will make arrangements to remove and store most contents from the existing
hatchery building for later use. Contractor is required to remove retain and reuse
the existing incubation equipment that is to be transferred to the new Hatchery
Building
2
36 Mar-01-2021 Scope
Does the pre-engineered steel building structure over the new
raceway get a liner panel under the entire roof?Mar-12-2021
Specification 13121, Section 2.3.A call out “Roof Liner Panel”, which is referring to
the standing seam metal roof. The entire roof of the pre-engineered building shall
be covered with standing seam metal panels.
2
37 Mar-01-2021 Scope
Is the contractor installing the pre-engineered steel building require
to hire and independent inspector for testing the structure?Mar-12-2021 Yes, per the requirements of Specification 13121, Section 2.6.A.2
38 Mar-02-2021 Scope
Overhead power that is currently over the existing Chinook
raceways are not shown to be demolished and relocated on sheet
10E2. It appears this line will have to be relocated to construct the
new Adult Holding Facility.
Mar-12-2021 IPC is currently working on relocating the overhead power line that is over the
Chinook Raceways. It is planned that this will be done in in April.2
39 Mar-02-2021 Scope
The drawings indicate a 4” grout pad on top of the East Raceway
slab. Please confirm if 4” of grout is to be placed on top of the entire
length and width of the East Raceway slab
Mar-12-2021
The finished floor of the cross crowder channel shall be a 4” grout layer as shown in
Detail 1/40 S 4. This is to allow for adequate drainage with precision contouring that
would be difficult with a mass concrete placement.
2
40 Mar-02-2021 Scope
In reviewing the Historical Utility Site Plan provided in addendum
#1, the overhead power to be demolished that runs to the
northwest corner of the existing holding ponds suggests this is the
power supply to the existing crowders. Is the contractor to relocate
this power supply to the existing crowder and aeration pumps? If
we are to supply power to existing crowder and pumps, when is this
work to be done and what route should be taken
Mar-12-2021 IPC will have this power relocated to a temporary underground feed. Power must
be maintained durring construction.2
41 Mar-02-2021 Scope
Fiber optic/Phone lines are indicated to run under the new Hatchery
Building to the existing Hatchery Building. Are these to remain in the
current location
Mar-12-2021 If sequencing does not allow for utility routing shown. Contractor will have the
option to rerout the utilities in question.2
42 Mar-02-2021 Scope
In volume 1 sheet GI 5 the Crowder network diagram shows several
items such as PLC, VSDs and network switch in each panel. I volume
2 sheet 40 I 10 the typical panel layout does not itemize any of
those items in the Bill of Materials. It appears that information is
missing from the Bill of Materials for those panels. Do you have any
additional information about those panels and what needs to be
quoted
Mar-24-2021
Drawing GI 5 provides a general network diagram for crowder communications. The
Contractor is responsbile for determining, furnishing, and testing the equipment
necessary to achieve a fully functional system based on this diagram.
As stated in specification 11425, the crowder drawings and specifications are
conceptual in nature, and a single systems integrator shall be responsible for
completing final design, fabrication, and testing of the crowders and associated
systems to show that they meet the stated design requirements.
3
43 Mar-02-2021 Scope
There are two panels that are listed in Volume 1 on sheet GI 4, Air
Burst Control Panel in Area 20 and Chiller Control Panel in Area 60
that are not listed in any other drawings. Do we need to provide a
bid for these panels?
Mar-24-2021
The Air Burst Control Panel is existing and shall be connected to 'INT-RIO'
DISTRIBUTED I/O PANEL as shown on GI 4. On 20 I 2, change "(E) Chiller Control
Panel" to "(E) Air Burst Control Panel".
The Chiller Control Panel shall be furnished as part of a packaged system from the
chiller manufacturer. It is new and shall be part of the Contractor's bid. As shown on
GI 4, connect the Chiller Control Panel to 'OXB-CCP' CONTROL PANEL.
3
44 Mar-02-2021 Scope
There are some additional items on the Process Network diagram
(Vol 1 Sheet GI 4) that are not detailed in any layout drawings. Do
you have more information on the following - CCTV Control
Station/DVR (Area 50), 8 VFDs (Area 50), Local Access Network
Patch Panel at TTB (Area 60), 6 VFDs (Area 60)
Mar-24-2021 Network Diagram shows basic infrastructure for CCTV and LAN. VFD's are shown in
their respective areas on Electrical and Controls plans and Division 16 Specifications.3
45 Mar-03-2021 Scope
After a review of the contract documents it is still unclear whether
IPC will directly contract or execute the SCADA programming or if it
is to be sub-contracted under the contractor scope of work. Per
Exhibit C – Special Conditions SC-2 General Scope of Work A and B it
is not identified. Per Division 13 spec section 13440 1.1 D 1-5 it is
still vague if the PROGRAMMER is a sub to the general or to the
owner. Furthermore, it is not identified as a special line item in the
schedule of values. Is the SCADA programming under the owner’s
supply and only for us to coordinate and schedule with?
Mar-12-2021
Contractor to provide programming for all systems and shall be included in the
instruments and controls package that is identified in each Area of the SOV. If
Contractor would prefer to show the entire SCADA programming as a stand alone
item, it can be shown as an additional line item. Please indicate as such in the
narrative.
2
46 Mar-03-2021 Scope
Reference: Drawing 50-M-2 & 50-M-9, Question: Drawing 50-M-2
indicates that the SW supply from the aeration tower to the fish lift
system false weir is to be a 6” pipe whereas 50-M-9 Plan and
Section A indicate this pipe to be an 8” 304 stainless line. Please
confirm the correct sizing and material type/transitions from the
valve vault to the false weir connection.
Mar-24-2021
The SW pipe that delivers water to the false weir should be an 8" diameter pipe. The
pipe is run in C900 from the tee (Coordinate C3 on 10 C 5) to the sleeve coupling
upstream of the valve vault on 50 M 2 where it will transition to stainless steel (pipe
type 7) with a sleeve coupling adaptor.
3
47 Mar-04-2021 Scope
Sheet 10 C 8 shows retaining wall details for the site perimeter.
Detail A and B call out 12" thick 4"-6" quarry spalls up the face of
the wall. Is this correct or should this material be a smaller gradation
drain rock?
Mar-12-2021
The Quarry Spalls are called out due to the local availability. These are intended to
provide drainage. If Contractor would like to propose an alternative to the detail
shown, please indicate as such in the narrative.
2
48 Mar-04-2021 Scope
Reference Plan Sheet 50 M 8 - the Iodaphor system states pipe type
of LLDPE, system 17, which does not appear to be in the pipe
schedule. Would Stainless Steel pipe, fittings and valves be
acceptable for this system.
Mar-24-2021
The pipe type was inteded to be Polyvinylidene Fluoride (PVDF), SCH 80 with Heat
fused fittings and stainless valves. Stainless Steel piping and fittings are an
acceptable alternative for this system.
3
49 Mar-04-2021 Scope
Reference plan sheet 50 M 2, in the 9’ L x 5’ vault there is reference
to a 6” BFV, V-40.2 This does not match the valve schedule. Plan
sheet 50 M 9 has this SW line as 8”. Which is correct? The 12” BFV
in the vault is numbered V-40.1, this does not match the valve
schedule? The 12” SW from the vault terminates at the fish lifting
system, 50 M 9. How does the 12” SW terminate at the fish lifting
station?
Mar-24-2021
See Question 46 for the answer to the pipe size question.
Section A on 50 M 9 shows the 12" pipe terminating at the inside face of wall. This
pipe and any other pipes that penetrate concrete walls shall have a seep ring as
shown on detail M203 sheet GM-5.
The valves are mis-labled on G4 and 50M2. The valves should reference V-50.31 and
V-50.32 in the valve schedule on GM-3. Change V-50.32 to an 8" diameter valve.
3
50 In the adult raceways the 12” TT pipe spans 10’. What is expected
for pipe supports if any?Mar-24-2021 The pipes will be directly cast into the walls of the raceways at each end and free
span the 10' dimension. No additional pipe supports are required.3
51 Mar-09-2021 Scope/Drawings
Please provide existing facility as-built or record drawings and
indicate year that the existing facility was completed include any
modifications or remodel work.
a. Please provide existing bottom of slab elevation for the
following:
i. Abandoned Raceways
ii. Fall Chinook Raceways
iii. Adult Holding Ponds
Mar-12-2021 See Addendum 01 2
52 Mar-09-2021 Scope/Specifications Will the ‘PROGRAMMER’ as defined in Spec Section 13440 be
contracted by the OWNER? Mar-12-2021 Contractor shall provide the programmer 2
53 Mar-09-2021 Scope
Will the dormitory resident(s) be living in the dorm while it is moved
for foundation work? Will we need to temporarily connect septic,
power, and water, or provide an alternate temporary facility?
Mar-24-2021 No, The dorm will be emptied by IPC or IDFG prior to moving. No temporary utilities
or housing will be required to be provided by contractor.2
54 Mar-09-2021 Materials/Equipment
Will equipment, materials, and trailers be moved from the
contractor staging area on the south side of the project prior to
construction start?
Mar-12-2021 Possibly. IPC will accommodate some material relocation from the laydown area,
however there is not currently a plan to relocate the items in question.2
55 Mar-09-2021 Hazmat
As per GC-33.3, hazardous materials were brought up at the site
visit, is IPC aware of any known hazardous materials, such as
asbestos or lead on the project site?
a. Oregon state law requires a demolition permit for all structures,
has IPC procured the demolition permit? The demolition permit
requires an asbestos survey and, if built before 1978, a lead survey,
have these been performed?
Mar-24-2021 Please see report from Industrial Hygiene Resources 3
56 Mar-09-2021 Recycling/Salvage
Per SC-14 salvage bins will be provided by IPC for the miscellaneous
steel demolition. Will hauling of these bins to and from Franklin
Road be performed by IPC or the contractor? Please provide
dimensions of these bins to properly estimate the steel demolition.
Mar-12-2021 IPC will provide dump bins (~20 cubic yards) as necessary for misc. steel demo.
These bins will be dropped on site at Oxbow Hatchery and picked up by IPC.2
57 Mar-09-2021 Scope
Sheet 10 C 8, Note 3 references placing rip rap along Snake River
and Pine Creek ‘as shown’, please identify where the rip rap detail is
located. Also, please provide detail showing replacement of rip rap
with native fill at southern side and the extents of placement.
Mar-12-2021
Riprap should be placed at a minimum of 3’ deep and extend 6’ from the face of the
retaining wall along the Snake River and Pine Creek. Riprap is not needed along the
southern retaining wall (Sections A through D). Modify Specification 02200 as
described in the SPECIFICATION section attached.
2
58 Mar-09-2021 Scope
Media provider Jaeger Tri-Packs are not available in 1 ½" size for the
Surface Water Aerator, this was discontinued 10 years ago
according to a supplier. The options are 1”, 2” and 3 ½" offered by
Jaeger. Please specify which size for the Surface Water Aerator
media.
Mar-24-2021 2" Jaeger Tri-Pack media is acceptable for the surface water bulk aerator. 3
59 Mar-09-2021 Scope
Reference plan sheets 10 C 6 and 20 M 1-4. The SS CA line is called
out as 4” and 6” on various plan sheets. Is the line only 4”, or does it
change somewhere?
Mar-24-2021 The SS CA line shall be 4" everywhere. The callout on Section A/20M4 shall be 4". 3
60 Mar-09-2021 Scope
Sheet GC-3, Detail C240 and Detail C241 show catch basin and
manhole details. Would it be acceptable to provide precast storm
structures ? In addition, the manholes are designated as 96"
Diameter, which appears very large for the size of pipe penetrations
at each manhole. Please advise if manhole size of 96" is correct and
typical for all manhole locations.
Mar-24-2021
The catch basin may be precast and meet meet the size and elevations provided on
the drawings. Precast structures will be reviewed at shop drawing time.
A 72" diameter manhole is allowable at MH-3, 6 and 7. A 96" diameter manhole is
required at the other locations due to the multiple penetrations and hole sizes at
those manholes
3
61 Mar-09-2021 Scope Reference plan sheets 10 C 5 and 60 M 5, where does the 4”
Pumped Ground Water originate? Out of the Hatchery Building?Mar-12-2021 Pumped ground water is supplied by existing wells #1 and #2, which feed to the
aeration tower.2
62 Mar-09-2021 Scope
Reference plan sheet 10 C 5, the 2” PW (plant water) calls for pipe
system (21). The pipe schedule has system 21 as double contained
fusion pipe, Asahi Chem Prolock, butt fusion. Please advise if this
pipe material is intended for the 2" plant water buried piping.
Mar-12-2021 PW is potable water that is fed from the domestic well. Double walled pipe is called
out due to the potable water line being within the same areas of process water. 2
63 Mar-09-2021 Scope
Plan sheet 10 C-5 references detail C-300 on GC-5, and Says typical
of 3. We find only 2 water wells with manhole.. If there is a third
well and manhole, where is it located?
Mar-12-2021 There are 3 wells onsite (including the domestic well). However the detail only
applies to the two ground water wells.2
64 Mar-09-2021 Scope
Addendum 1 includes a specification for drilled piles. Will driven
piles be acceptable as originally specified if preferred by the
Contractor?
Mar-12-2021 If contractor would like to propose an alternative to the drilled piles, please indicate
as such in an alternative for value engineering.2
65 Mar-10-2021 Scope
Overhead power that is currently over the existing Chinook
raceways are not shown to be demolished and relocated on sheet
10E2. It appears this line will have to be relocated to construct the
new Adult Holding Facility.
Mar-12-2021 IPC is currently working on relocating this overhead powerline.2
66 Mar-10-2021 Scope Can the roof panels for the raceway structure be changed to 16”
wide - 24 ga?Mar-12-2021 Please provide as an alternative for value engineering.2
67 Mar-10-2021 Scope
01660-3.3-C requires that a leakage test is passed prior to the 14-
day continuous run test. Please provide the requirements of leak
testing. What structures require leak testing? What is the leak
testing method and duration?
Mar-24-2021
All pipes shall be leak tested per the requirements outlined in the fluid service
schedule on GM-2. To complete the table, GWP, SWP and TT piping shall have a
type "(A)" leakage allowance, and the TT piping shall be tested per Note 6.
3
68 Mar-10-2021 Scope
03310-3.17 requires wet curing for concrete that buried or
backfilled. Is it acceptable to chemical cure all the walls and slabs
instead of wet curing? Due to the time of year when some of this
concrete work is taking place, wet curing may cause the concrete to
freeze. Can curing compound remain on the exposed concrete or is
to be blasted off?
Mar-12-2021
Alternatives to wet curing will be considered based on time of year and temperature.
Curing compounds will be considered for certain applications that do not expose a
biohazard to the fish culture.
2
69 Mar-10-2021 Scope
01345-3.2-A.1 requires a mock-up for each internal and external
wall type for all buildings. Can the mock-ups be foregone for
product samples? The difficulty for preparing over 10ea
independent mock-ups seems erroneous.
Mar-12-2021 Contractor shall plan on mock-ups as specified. Alternatives will be considered on a
case by case basis.2
70 Mar-10-2021 Scope
01345-3.2-2 & 3 requires ‘complete functional testing’ for the
crowder mock-ups prior to fabricating the rest of the units. To
perform a complete functional test of the crowders, the LCP’s, VFD’s
and PLC’s need to setup, installed and tested as well as the
programming software for running through all of the commands.
Setting up temporary provisions for this mock-up test would be time
consuming and expensive. Can the mock-up requirement be
reduced to a visual inspection only?
Mar-24-2021
The requirement for complete functional testing of the mockups shall remain as
specified. This test shall demonstrate that the mockups meet all specified
requirements, including foward and reverse travel, up and down fence movement,
and fully functional onboard power and controls. The functionality described in
11425 paragraph 2.5.G, items 3 through 5 is not required for initial mockup testing,
as these items require wireless communication with the hatchery's main SCADA
system.
3
71 Mar-10-2021 Scope
10/S-6 calls for ‘Precast Diffuser Boxes’, can this box be cast-in-
place? If so, should there be PVC bulb waterstop between the
slab/wall intersection? What is the piping penetration detail at the
bottom of these boxes?
Mar-24-2021
The diffuser box shown on 40S6 may be cast-in-place with a waterstop along the
slab/wall interface. Reinforcing shall follow the standard details provided in the
general details and shall be reviewed by the Engineer with the shop drawings. The
supply and drain pipes at the invert of the diffuser box terminate at the inside face
of concrete and shall include a seep ring through the slab as shown on Drawing
40M4.
3
72 Mar-10-2021 Scope
Flowmeters:
a. - Compact or remote transmitter?
b. - If remote, what is the cable length from sensor to transmitter?
c. - Electrode material? 316 ss, Hastelloy C
d. - Liner material? PTFE, Natural rubber, polyurethane
e. - Output? 4-20 mA, ethernet IP
Mar-24-2021
a. See plans and instrument schedules
b. Sensor to transmitter lengths vary, field verify prior to ordering.
c. See Specification 13441, Section 2.2 C
d. Natural rubber liner
e. Sensor output per Specification 13441, Section 2.2 E
3
73 Mar-10-2021 Scope
Raceway Gate Actuators:
a. What is the torque requirement?
b. What is the stem dimension?
c. Is there a mounting pad?
Mar-24-2021
a) See 40M5 Note 1
b) See 40M5 Note 3
c) The actuator shall be mounted to the concrete raceway as shown on 40M5.
3
74 Mar-10-2021 Scope
Raceway Level Transmitters:
a. The model that was listed by the engineer is being phased out by
the manufacturer and is being replaced with a new unit. It uses
different programming methods. We need to get approval from the
engineer to use the newer technology.
Mar-24-2021 The programming methods are acceptable provided they can be integrated into the
overall SCADA system as intended.3
75 Mar-10-2021 Scope In Area 50, how many cross crowder channels are there?Mar-12-2021
The cross crowder channel runs north and south along the east side of the new
Adult Holding facility. This channel terminates at the interface with Area 50 at the
False Wier and EA basket.
2
76 Mar-10-2021 Scope
There appears to be 6 raceways and 1 cross crowder channel in the
General Design Schematic (Vol 1, Sheet G-4) But on the Crowder
Network Diagram there are panels for 6 raceways and 2 cross
crowder channels (Vol 1, Sheet GI 5)
Mar-12-2021 There are two cross crowder channel crowders due to the need to isolate the fish in
both the upstream and downsteam directions within the cross crowding channel.2
77 Mar-10-2021 Scope
There are also some additional items on the Process Network
Diagram (Vol 1, Sheet GI 4) that are not detailed in any layout
drawings. Do you have more information on the following
a. CCTV Control Station/DVR (Area 50)
b. 8 VFDs (Area 50)
c. Local Access Network Patch Panel at TTB (area 60)
d. 6 VFDs (Area 60)
Mar-24-2021 Network Diagram shows basic infrastructure for CCTV and LAN. VFD's are shown in
their respective areas on Electrical and Controls plans and Division 16 Specifications.3
78 Mar-10-2021 Scope
14.) For the Managers Zone Panel, Dorm Zone Panel and the Shop
and Storage Panel? These do not have a BOM, just a few notes on
Sheet GI 4. We need more information on what is to be included.
Mar-24-2021 SCADA Software And Hardware, Item 2, Sheet GI 4 specifies the requirements.3
79 Mar-10-2021 Scope
On the MOXA – AWK-3131A Industrial wireless client - We need a
part number or more details on the external antennas, and the
cables that are to be included.
Mar-24-2021 These items are to be provided by the IT installer.3
80 Mar-10-2021 Scope
It appears that information is missing from the Bill of Material for
the following panels
a. In volume 1 sheet GI 5, the Crowder Network Diagram shows
several items such as a PLC, VSDs and network switch in each panel.
b. In Volume 2 sheet 40|10, the Typical Crowder Panel Layout does
not itemize any of those items in the Bill of Materials.
Mar-24-2021 See answer to question 42.3
81 Mar-10-2021 Scope
There are two panels that are listed in Volume 1 on sheet GI 4, Air
Burst Control Panel (in Area 20) and Chiller Control Panel (Area 60)
that are not listed in any of the other drawings, can you provide
more information on these panels?
Mar-24-2021 See answer to question 43.3
82 Mar-10-2021 Scope
It appears that the restroom, kiosk, and shade structures do not
have any fixtures, furnishings or equipment, is that correct?
a. There are no plumbing or electrical services to any of these
structures, is that correct?
Mar-12-2021 Yes, this is correct.2
83 Mar-10-2021 Scope
How deep is the existing Adult Holding Facility?
a. How thick is the concrete?
b. Can you provide a structural as-built?
Mar-24-2021
The existing adult holding ponds are approximatly 10 ft deep with 12" thick
reinforced concrete floors. Structural as-builts are not provided. Based on
historical drawings, the existing Adult Holding Ponds are approximately 8' deep but
will need to be field verified. The concrete is 8" thick.
2 3
84 Mar-10-2021 Scope
How deep are the existing raceways scheduled to be demolished?
a. How thick is the concrete?
b. Can you provide a structural as-built?
Mar-24-2021
The chinook raceways are approximately 6 ft deep. The concrete floors are
approximately 12" thick. Structural as-builts ar not provided. The fall chinook
raceway start depth is 4.83'. The end depth is 5.33' and the outlet box is 7.33' deep
from the top of wall. The concrete wall thickness varies from 8" to 12". The footing
thickness is 12".
The Abandoned raceways have a start depth of 4' and an end depth of about 4.34'.
The outlet box is 5.34' deep from the top of wall. The wall thickness is 7 5/8". The
footing thickens is 8".
All dimensions shall be field verified.
2 3
85 Mar-10-2021 Scope Is the use of slag allowed instead of fly ash?Mar-24-2021 Yes, the use of slag is allowed, provided the proposed mix design and test results
are acceptable to the Engineer.3
86 Mar-10-2021 Scope
One local concrete supplier is not in the Snake River drainage and as
a result the do not have any alkali Silica reactivity issues, however
the short test for ASR almost always shows a false positive test
result. Can the ASR section be removed as it is impossible for them
to meet the shrinkage spec and the ASR on a remote location that is
2 hours from the batch plant.
Mar-24-2021 No, the ASR and shrinkage spec can’t be removed.3
87 Mar-10-2021 Scope
With an addition of Delvo stabilizer as a dosage that results in a 3
hour delayed set, can the spec be changed to a 3 hour from plant to
pour versus a 90 minute spec?
Mar-24-2021
Retarder with delayed set may be acceptable, subject to adequate testing, this must
include an early test slab placement. The test slab shall be placed at a location
determined by the Engineer.
If the results are found to be satisfactory, the test slab may be integrated into the
project based on Engineer’s discretion.
3
88 Mar-10-2021 Scope
The field shrinkage test that is listed in the specs is a lab test only
and is not accurate per the concrete supplier and is not accurate
with a field cure specimen. Can this spec be removed?
Mar-24-2021 Shrinkage testing is not required for field cure specimens. The shrinkage limitations
shall only be verified for trial batch, following requirements of ASTM C157.3
89 Mar-10-2021 Scope
Raceway Gate Actuators
a. What is the torque requirement?
b. What is the stem dimension?
c. Is there a mounting pad?
Mar-24-2021 See answer to question 73.3
90 Mar-10-2021 Scope
Raceway Level Transmitters – The model that was listed by the
engineer is being phased out by the manufacture and is being
replaced with a new unit. It used different programming methods.
We need to get approval from the engineer to use the newer
technology.
Mar-24-2021 See answer to question 74.3
91 Mar-10-2021 Scope
In area 60, the chiller room gas monitoring system EF-x1000-T
(sheet GI 3)
a. What is the size of the duct?
b. Is it analog or BACnet, RS-485, or Modbus?
c. If analog, is single or dual output needed?
Mar-24-2021
a. Refer to Mechanical drawings for duct sizes
b. 0-10V
c. Single output
3
92 Mar-10-2021 Scope Are you providing revised plan sheets to reflect the plan changes
listed in Addendum 01?Mar-24-2021 Updates will be provided in the Conformed Documents for construction.3
93 Mar-10-2021 Scope Refer to Sanitary Sewer Lift Station Specification 11076, What is the
required wet well material? Is concrete acceptable?Mar-24-2021 The wet well material shall be concrete or fiberglass. Other materials may be
reviewed during the submittal review process.3
95 Mar-10-2021 Scope
Sheet GI5 indicates that each Crowder Control Panel is to include a
Platform VFD, Crowder VFD, PLC, Network Switch, and Radio. The
Crowder Control Panel Design on sheet 40I10 does not include any
of these devices. Please clarify the design intent for these control
panels.
Mar-24-2021 See answer to question 42.3
96 Mar-10-2021 Scope
P&ID sheet G-4 near the Adult Holding Raceways displays V-40.1 &
40.2 as motor operated valves with sizes to be unclear, assume 12”
butterfly. Sheet 40-I-1 & GI-3 for the instrumentation schedule
concur with sheet G-4. However sheet GM-3 for the Valve Schedule
displays valves 40.1 & 40.12 as 4” butterfly valves and V 40.2
through 40.11 as 6” butterfly valves all with 2” manual operator
nuts. Sheet 40-M-2 Raceway Plan and Details show valves 40.1-
40.12 as 4” butterfly valves without indication of manual or motor
operator. Please clarify the valve sizes and operators for valves 40.1
through 40.12
Mar-24-2021
V 40.1 - V 40.12 shown on GM-3 and 40 M 2 are correct and reference the 4"
isolation valves on the spray nozzle system.
On G-4, GI-3, 40 I 1, and 50 M 2 V-40.1 and V-40.2 shall be changed to V-50.31 and
V-50.32 respectfully. See answer to question 49 for final sizes.
Further, on Sheet 50M9, the three 4" diameter buried butterfly valves should
reference V-50.33, V-50.34, and V-50.35 in the valve schedule.
3
97 3/12//2021 Scope
Area 50 (Sheet 50 I 20) – SB-LCP panel – AVEVA – tcnd2U-19ac-LN2C
– Intouch panel PC: compact 19” has been discontinued. The
following are two option. Please advise.
a. A PC with a wonderware license
b. Modicon touchscreen ( may not be able to get bigger than 15”)
Mar-24-2021 Option A with equivalent size touchscreen.3
98 Mar-12-2021 Scope 2. Is the new intake structure in the exact same location as the
existing structure? Are the piles in the exact same locations? Mar-12-2021 The new structure is in the same general location as the old structure. The new
piles are not in the same location as the old piles,2
99 Mar-12-2021 Scope The type G aggregate underneath the asphalt is not defined in the
specifications. Please provide a gradation for this aggregate.Mar-24-2021 See Specification 02513 Section 2.1 Aggregate Base. 3
100 Mar-12-2021 Scope/Specifications
The specifications require an AISC certification for steel
manufacturers. Can this certification be waived for metal
fabrications?
Mar-24-2021 No, the certification can’t be waived.3
101 Mar-12-2021 Scope/Specifications
The Protective Coatings Spec lists epoxy in Mud Room walls and
concrete floors, and the room finish schedule list this as penetrating
sealer. Can you confirm which is correct?
Mar-24-2021 The finish schedule provided on GA-9 is correct for all areas.3
102 Mar-12-2012 Scope What areas are to receive penetrating concrete sealer and is there a
manufacture/ product specified?Mar-24-2021 Penetrating concrete sealer shall be used where noted on the GA-9 finish schedule.
Sikagard 740 W or similar can be used as penetrant sealer.3
103 Mar-12-2021 Scope
Facts/References:· Sheet G-4 for the P&ID shows valves V 60.9 as an
unknown size near the chiller (assumed in the chiller room), V 60.10
as a 6” butterfly assumed in the Incubation Room, and V 60.11 as a
8” butterfly assumed in the Incubation Room. · Sheet G-4 also
shows V 60.10 as being installed on a 6” CGW line where other
places it is called as an 8” such as sheet 60-M-2. · In contradiction to
G-4, Sheet 60-M-2 Section C shows valves V 60.9 as a 6” butterfly
valve and V 60.10 as an 8” butterfly valve in the Incubation Room. V
60.11 is not shown on this sheet. · Sheet GM-3 Valve Schedule lists
V 60.9 as an unknown size butterfly valve in the chiller room, V
60.10 as a 6” butterfly in the Incubation Room, and 60.11 as an 8”
butterfly in the Incubation Room. Please clarify the valve
locations, sizes, and system installations for valves 60.1 through
60.11
Mar-24-2021
V-60.1 thru V-60.3 AND V-60.5 thru V-60.7 are 4" diameter isolation and check
valves around P-60.1 and P-60.2 as shown on 60M4.
V-60.4 and V-60.9 are 4" isolation valves on the heat excanger as shown on GH8.
V-60.8 is a 4" valve located in the chiller room, just above key note 7 on 60M5.
V-60.10 and V-60.11 are meant to be the isolation/control valves for the chilled and
ambient ground water piping. V-60.10 is a 6" diameter valve on the CGW line, and V-
60.11 is a 8" diameter valve on the GW line. Change the callouts on 60M2 to reflect
this.
3
104 Mar-12-2021 Scope
Facts/References:· Sheet 60-M-5 Chiller Plan shows 6 pumps (P 60.1
thru 60.6).· Sheet GM-3 Pump Schedule only lists P 60.1 & P 60.2 for
the chiller, no other pumps which is contradiction to sheet 60-M-5.
Please clarify the number of pumps for the chiller system.
Mar-24-2021 All pumps shown on GH-8 are required. Schedules for P-60.3 thru P-60.6 are
provided on GH5. 3
105 Mar-12-2021 Scope Sheet 10E4 is a single line diagram for the Area 10 equipment. Can
similar single line diagrams be provided for the rest of the facility?Mar-24-2021 The single line diagram on 10 E 4 shows electric panels for the entire hatchery, not
just Area 10. See sheet GE 4 for panel schedules. 3
106 Mar-12-2021 Scope
Sheets 50I18 and 50I19 provide detailed VFD wiring diagrams for
BRAIL-50.1-VFD, FHT-50.1-VFD, MHT-50.1-VFD, and FBE-50.1-VFD.
Can motor sizes and similar wiring diagrams be provided for the
following VFDs:
• P-10.1 & P10.2 VFDs
• P-10.1 & P10.2 VFDs
• Crowder 1 - 6 Platform VFDs
• Crowder 1 - 6 Crowder VFDs
• Cross Crowder 1 - 2 Platform VFD
s • Cross Crowder 1 - 2 Crowder VFD
s • P-50.1, P50.2, P50.3 & P50.4 VFDs
• P-60.1 & P60.2 VFDs
Mar-24-2021
Drawing GM-3 provides sizes for all motors in question. The crowder motors and
VFD details shall be provided by the crowder system integrator/manufacturer. For
the remaining VFDs, see specification 16265 for VFD wiring and requirements.
3
107 Mar-12-2021 Scope Please provide water elevation and flow historical data at or nearby
the Oxbow intake structure.Mar-24-2021 See Addendum 03 - Attachment 04 - HEC RAS Model 3
108 Mar-12-2021 Permits
At the site visit, the Idaho Power Representative stated that the
permit for river intake construction had not yet been approved.
What is the status of the permit?
Mar-12-2021 Permit will be provided to contractor upon reciept. IPC is in the pre-application
phase.2
109 Mar-12-2021 Permits
At the site visit, the Idaho Power Representative stated that the
permit for river intake construction had not yet been approved. Will
the permit allow the contractor to install a cofferdam or place
temporary fill material into the river below the ordinary high water
line?
Mar-12-2021
IPC has not yet finalized the permit for this work. It is IPC's intent to apply for the
permit after the contractor has been selected and the permit application can be
adjusted based on the needs of the contractors.
2
110 Mar-16-2021 Bonds Is IPC requiring bid bonds for the Oxbow RFB? Mar-16-2021
Read Section III Requirements & Clarifications, D. Performanceand/or Payment
Bonds of the RFP document and Section 19 of the Project Construction Agreement
(last paragraph)
3
111 Mar-17-2021
Refer to specification section 11425-5 2.5H. Manufacturers, or
equal: 1. Transco Industries, Portland, OR, 2. Con-Vey, Roseburg,
OR, 3. Jesse Co., Tacoma, WA. All three listed suppliers have
declined to bid the project. Some suppliers have commented that
they will have a hard time bidding due to the fact that there is no
completed design and they don't handle design. We have other
fabricators in mind but they may or may not meet your
requirements because the requirements are not listed.
- Please provide direction on how to proceed. (what suppliers will
be accepted)
- Will Idaho Power consider alternative designs for the fish handling
equipment? and how should we propose alternative designs?
Mar-24-2021
It is acceptalbe to use alternative manufacturers to those listed in the specifications.
The manufacturer shall have experience in manufacturing equipment of similar
complexity, size and to industrial standards. Alternative designs for the fish
handling equipment that represent significant departures from those described in
the Contract Documents are not acceptable. Minor variations that refine the
equipment will be considered and allowed as long as they represent improvements
and the intended function of the equipment remains intact.
3
112 Mar-17-2021
Refer to Specification 05120 1.2 B "Steel fabricator: Minimum of 5
years'
experience in fabrication of structural steel and shall be certified
under AISC Quality Certification. & a. Use a professional engineer on
fabrication staff." We have reached out to several steel fabricators
who fabricate products for fish hatcheries and other similar
facilities. Many of them do not have AISC certifications. Could this
certification be waived for structural steel fabrication as long as the
drawings are reviewed and stamped by a professional engineer?
Mar-24-2021
The AISC Quality Certification cannot waived.
A professional engineer does not have to be on staff, but shall review and stamp
any contractor designed items.
3
113 Mar-17-2021
Refer to Specification 05120 1.3 A2a "Prepare Shop Drawings under
National Institute of Steel Detailing Quality Procedures Program
certification." Can this certification be waived?
Mar-24-2021 Yes, this requirement can be waived.3
114 Mar-19-2021
There is no acoustical panel ceiling or suspended metal grid
specification however it is a required finish on the architectural
drawings.
Mar-24-2021
The following product is provided as an acceptable standard of quality for acoustical
panel ceilings:
Armstrong "Cirrus" beveled tegular edge, 2'x2' on a 15/16" white grid. Tile color
white, item 584.
3
115 Mar-19-2021
Per 05500, 2.1, B, please define areas of the project that are
considered a 'corrosive environment' or 'humid environment' as this
drives the protective coating requirement. Please clarify where
protective coatings per 09910 will be required.
Mar-24-2021
The referenced paragraph applies to miscellaneous metalwork, and a "corrosive
environment" is defined as a location where the metalwork is submerged or has the
ability to be submerged during normal operations. This project does not have any
areas considered a "humid environment". We note that all structural steel shall be
coated per System (4) in Specification 09910.
3
Page 1 of 2

The following additions, deletions, modifications, or clarifications, along with all attachments shall be
made to the appropriate sections of the Specifications and Contract Documents and shall become a part of
the Contract Documents. Bidders shall acknowledge receipt of this addendum in their proposal.
DRAWINGS:
DRAWING 50 M 3.1
A. REPLACE The Wire rope and hand winch system with an electric chain hoist for lifting of
the stainless steel transfer tube. The chain hoist shall be Harrington model NER015SD, or
engineer-approved equal.
1) The chain hoist shall have a minimum lifting capacity of 3,000 lbs and shall be
equipped with load brake and motor friction clutch.
2) The chain hoist shall be powered with 3-phase 480 VAC electrical service and shall
be equipped with thermal overload protection.
3) Ingress Protection (IP) rating for chain hoist's enclosure shall be IP55 or better for
protection against water jets from any direction. The chain hoist shall be
designed operate outdoors, in ambient conditions between -4°F and 104°F.
4) The chain hoist shall be equipped programmable limit switches to limit the travel
of the transfer tube during normal operation. An additional mechanical stop
assembly shall also be installed on the chain to prevent damage to the transfer
tube if the chain hoist raises past the programmable limit switch.
5) The chain hoist shall be controlled by wall-mounted momentary push buttons
located both inside the second floor sorting area and on the south side of the
sorting building.
DRAWING GM-3
A. CHANGE V-50.32 to an 8” diameter valve
B. CHANGE V-50.35 to a 4” diameter valve
C. Change the size of V-60.1 thru V-60.9 to a 4” diameter valve
DRAWING 50 M 2
A. CHANGE the 6” SW (7) pipe to an 8” SW (7) pipe.
B. CHANGE callout for V-40.1 to V-50.31
C. CHANGE callout for V-40.2 to V-50.32
DRAWING 50 M 9
A. Change callout for V-50.3 to V-50.33
B. Change callout for V-50.4 to V-50.34
C. Change callout for V-50.5 to V-50.35
DRAWING 60 M 2
A. Change callout for V-60.10 to V-60.11
B. Change callout for V-60.9 to V-60.10
C
A
5
B
4
D
E
5 4
C
3 2 file: C:\BC-WORKSPACE
1
Oxbow Fish Hatchery
BHatch
IDAHO POWER COMPANY BOISE, IDAH
SCALE:
REV. CH.
DR. 1 .
LAJ
DS. DES
1/8" = 1' - 0"
APPROVED 1349000
February 24, 1966 DATE:
20
Four-0-0
D-
ELECTRICAL LAYOUT
90-ACAD
FACILITIES
FISH
A C A D
D-
VAULT NO.
A
B
3 2
D
REVISION 1
1 .
E
Pumps. BH/spv/laj
2
Added Fish Hatchery
06-06-06
2
DOWNSTREAM (WEST)
AERATION PUMP #2
UPSTREAM (EAST) AERATION PUMP #1
LC-1
LC-1
TO
"SPRAYER"
New Power Distribution Located inside fence near gate
04-18-14
W.O.#27379047
Hatchery Screening Replacement
3
RCB/hdj
Record Issue o
3
Oxbow Fish Hatchery Renovation
Attachment D – Baker County Floodplain Development Permit
ATTACHMENT E
HEC-RAS MODEL RESULTS
OFH HEC-RAS Model Description ........................................................... 1
Figure 1 – HEC-RAS Floodplain .............................................................. 4
Table 1 – Water Surface Elevation Comparison ....................................... 5
Idaho Power OFH Modeling ...................................................................... 6
Oxbow Dam Tailwater Rating Curves ..................................................... 16
February 17, 2021
Mr. Bill Lynch
Idaho Power
1221 West Idaho Street
Boise, ID, 83702
Subject: Oxbow Fish Hatchery Renovation Project HEC-RAS Modeling
Dear Mr. Bill Lynch:
This letter describes the modeling of the Snake River and Pine Creek completed at the project site in
support of a no-rise certification for the Oxbow Fish Hatchery (OFH) Renovation Project . Oxbow Fish
Hatchery is located alongside the Snake River approximately 3 miles downstream of Oxbow Dam, just
upstream of the confluence of Pine Creek. Construction plans for proposed grading and hatchery
renovation are attached to this submittal in Attachment E. The construction plans also show a vicinity map
of the project area for reference.
GENERAL INFORMATION
The Oxbow Fish Hatchery will be constructed by Idaho Power. The effective regulatory floodplain of the
Snake River at the fish hatchery is shown on FEMA Flood Insurance Rate Map (FIRM) Panel
41001C0325C, which has an effective date of June 3, 1988. The hatchery location relative to the effective
floodplain is shown in Attachment B. Construction of the new buildings and hatchery improvements will be
in the approximate 100-year floodplain (Zone A). Schnabel Engineering has developed a new HEC-RAS
model for the reach of river around OFH because no prior detailed floodplain study exists for the project
location. The hatchery’s location relative to the Snake River and the cross sections used in the model are
shown in Figure 1 – Snake River HEC-RAS Floodplain.
Previous modeling efforts have been completed by Idaho Power Company in the past using other
modeling software. The boundary conditions and flow rates developed for these studies were used to
create the one-dimensional HEC-RAS model used for this effort. Summary writeups of these efforts have
been included as an appendix to this letter for reference.
HYDROLOGY
The 100-year flows for the downstream boundary of the Snake River at Hells Canyon Dam on the ID-OR
State Line (USGS gage 13290450) is 126,700 cfs. The 100-year flow for Pine Creek is 4,560 cfs. The
discharge capacity of the Oxbow Powerhouse is 28,000 cfs. Therefore, the resulting 100-year flow in the
Snake River at the upstream Oxbow Dam is 94,140 cfs, with flow change occurring at the inflow locations
Idaho Power
Oxbow Fish Hatchery Renovation HEC-RAS Modeling

Project DA592013.00 / February 17, 2021 Page 2 Schnabel Engineering, LLC
of the Powerhouse and Pine Creek1. The Snake River Gage located 1500 ft downstream of the Oxbow
Powerhouse was used in model calibration.

HYDRAULIC MODELING

Existing Conditions

Cross sectional geometry for the Existing Conditions HEC-RAS model is based on a combination of
LiDAR and bathymetric data provided by Idaho Power Company. From this available data, the stream
centerline and cross sections were delineated to create the HEC-RAS geometry. This reach of the Snake
River extends 25 miles from Oxbow Dam to Hells Canyon Dam and includes 204 cross sections.

The Snake River passes under one bridge in the modeled study reach. The Oxbow Bridge (NF-454) is
positioned between cross sections 113453 and 113257 approximately 1000 ft downstream of the
hatchery.

Manning’s Roughness

During model calibration, a single Manning’s roughness value resulted in the best estimates of water
surface elevations at the Snake River Gage. The manning’s roughness value of 0.045 was assigned to
left over bank, right over bank, and main channel flow areas and was assumed a constant along the
alignment of the Snake River.

Boundary Conditions

Multiple scenarios were modeled corresponding to water levels at Hells Canyon Dam between elevations
1,643 and 1,697 ft (NAVD88). A spillway and sluiceway rating curve for Hells Canyon Dam was used to
determine corresponding flow rates. Model results showed that the water surface elevations at Hells
Canyon Dam had very little impact on water levels immediately downstream of Oxbow Dam for flowrates
between 70,000 and 310,000 cfs. It is also assumed that the automatic spill gate operation at Hells
Canyon Dam could be followed to maintain the normal full pool water surface elevation. Therefore, for the
100-year flows the NWL of 1,691.44 ft (NAVD88) at Hells Canyon Dam is used as the downstream known
water surface elevation2. Additionally, because this model consists of mixed flow regimes, a normal depth
slope of 0.001 ft/ft was chosen for the upstream boundary condition.

Proposed Conditions

The proposed fish hatchery is constructed above the base flood elevations produced in the existing
conditions model, however the proposed grading that the hatchery is constructed on does not. The
proposed grading was produced by Schnabel Engineering and can be seen in the Attachment E drawings
(10 C 3 and 10 C 4). A DEM of the proposed grading was created and integrated into the LiDAR and

1 For development of the 100-year flood flows, refer to TM_100yrWSE_OxbowFishHatchery_Stamped.pdf
2 Supporting details for chosen boundary conditions can be found in Oxbow Dam Tailwater Rating Curve
Final TM 20200331.pdf
Idaho Power
Oxbow Fish Hatchery Renovation HEC-RAS Modeling
Project DA592013.00 / February 17, 2021 Page 3 Schnabel Engineering, LLC
bathymetry terrain used in the existing conditions model. For the proposed condition mode l, additional
cross sections have been added to capture the ground elevations of the new grading . The location of the
cross section is shown in Figure 1.
RESULTS AND CONCLUSIONS
As compared to the existing conditions model, the proposed conditions model for Snake River showed a
maximum WSE rise of 0.096 ft at cross section 114566, just upstream of Oxbow Fish Hatchery. For all
cross sections through the proposed grading, the resulting water surface elevations are more than 1-ft
below finished floor elevation of the hatchery buildings (1710.0 ft). The entire WSE rise results for the
Snake River can be seen in Table 1. It should also be noted that the width of the floodplain does not
change as a result of the proposed renovation at OFH.
Because of the capacity of the river through this reach, and the regulation of the streamflows by the
upstream and downstream dams, the proposed improvements to OFH cause a minimal rise to the
100-year BFEs. This project therefore complies with Baker County Oregon floodplain regulations and
does not require a Conditional Letter of Map Revision (CLOMR) or as -built Letter of Map Revision
(LOMR) submittal to FEMA.
The construction plans, FDP application forms, and other associated documents are included in this
package. Please do not hesitate to contact us at [phone] if you have any questions or comments.
Sincerely,
SCHNABEL ENGINEERING, LLC
Bryant Charlo, PE Shane Cunneff
Project Engineer Senior Staff Engineer
Attachments:
Figures
Tables
Hydrology Memos
Oxbow Fish Hatchery
Snake River HEC-RAS Floodplain
FIGURE NO:1
DATE:JOB NO:02-17-2021 DA592013.00
±
Legend
Snake River
HEC-RAS Cross Sections
Computer Base Flood Elevations
Computed 100-year Flooding Extent
Notes:
1) Elevations shown are NAVD 88 (ft)
2) 2020 Aerial Imagery from NAIP
3) Flooding extent and BFE lines are
based on Schnabel Engineering's
HEC-RAS model results
B:\Idaho Power\11 - Oxbow Fish Hatchery\701 - PERMITTING\Floodplain Development\Attachment D - HECRAS Modeling\OFH_HEC_100yr.mxd 116350114390
1705
1706
1708
1707
1
1
#""FLOW
0 300 600
Feet
Snake River
Oxbow Fish Hatchery Project Location
Property Owner: Idaho Power
Property Location: Copperfield, Oregon
115827
115472114883114566
114463
114324
114289
114217114152114097114015
113968
113777
113453
113336
1709
1710
1711
O x b o w B r i d g e
River Station WSE: ExCond (ft)WSE: Proposed (ft)WSE Rise (ft)
114059 1708.149 1708.149 0.000
114097 1707.842 1707.905 0.063
114127 1707.539 1707.493 -0.046
114152 1707.412 1707.227 -0.185
114181 1707.381 1707.254 -0.127
114217 1707.596 1707.500 -0.096
114253 1708.117 1708.043 -0.074
114289 1708.307 1708.255 -0.052
114305 1708.434 1708.325 -0.110
114324 1708.483 1708.361 -0.122
114349 1708.556 1708.447 -0.109
114390 1708.742 1708.671 -0.071
114422 1708.746 1708.694 -0.052
114463 1708.767 1708.790 0.023
114506 1708.934 1709.014 0.080
114566 1709.245 1709.341 0.096
114883 1709.103 1709.196 0.093
115472 1710.262 1710.345 0.083
115827 1711.040 1711.119 0.078
116350 1711.293 1711.370 0.077
116815 1711.174 1711.251 0.078
117076 1711.305 1711.381 0.076
117669 1711.463 1711.538 0.075
118325 1711.555 1711.629 0.074
119125 1712.073 1712.142 0.069
119979 1712.507 1712.573 0.066
120792 1712.663 1712.728 0.065
121557 1712.587 1712.652 0.065
122121 1712.555 1712.618 0.063
123046 1714.301 1714.349 0.048
123577 1713.964 1714.013 0.049
124367 1716.917 1716.950 0.033
125007 1716.799 1716.832 0.033
125500 1716.525 1716.559 0.034
126066 1717.272 1717.303 0.031
126790 1717.750 1717.779 0.029
127564 1718.180 1718.207 0.027
128190 1719.203 1719.226 0.023
128995 1720.832 1720.851 0.019
The red shaded cell indicates the maximum WSE rise
Note:
Table 1 - OFH WSE Rise
The green shaded cells are the cross sections that pass through the project location
The Proposed Conditions model includes the proposed grading ontop the existing LiDAR
terrain
The Existing Conditions model uses the existing LiDAR terrain

FINAL
OXBOW DAM TAILWATER RATING
CURVE HYDRAULIC ANALYSIS
Hells Canyon Complex – Brownlee &
Oxbow Spillway Remediation Project
B&V PROJECT NO. 402925
B&V FILE NO. 40.2070
PREPARED FOR

Idaho Power Company
31 MARCH 2020

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Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH

Revision Record
Rev Description Date Prepared Reviewed Approved
0 Draft 2/5/2020 P. Gonzalez R. Boyce
1 Incorporation of IPC’s
comments
2/21/2020 P. Gonzalez R. Boyce R. Boyce
2 Final 3/31/2020 P. Gonzalez R. Boyce T. Schellhase

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Table of Contents i

Table of Contents
1.0 Introduction .......................................................................................................................................... 1-1
2.0 Hydraulic Analysis .............................................................................................................................. 2-1
2.1 Modeling Approach ............................................................................................................................. 2-1
2.2 Model Geometry ................................................................................................................................... 2-1
2.3 Model Calibration................................................................................................................................. 2-4
2.3.1 Regression Analysis ......................................................................................................... 2-4
2.3.2 HEC-RAS Model Calibration .......................................................................................... 2-5
2.3.3 HEC-RAS Model Validation ........................................................................................... 2-6
2.4 Oxbow Dam Tailwater Rating Curve .......................................................................................... 2-11

LIST OF FIGURES
Figure 2-1 DEM, Seamless vs. Interpolated ..................................................................................................... 2-1
Figure 2-2 DEM, Oxbow Dam to Hells Canyon Dam..................................................................................... 2-2
Figure 2-3 HEC-RAS Model Extents .................................................................................................................... 2-3
Figure 2-4 Estimated vs. Observed WSE at the Snake River Gage ......................................................... 2-5
Figure 2-5 HEC-RAS vs. Observed (Regression) Stage-Discharge Curves at the Snake
River Gage ............................................................................................................................................... 2-6
Figure 2-6 HEC-RAS Model Results vs. Observed Stage Hydrograph, 2019 Event ......................... 2-8
Figure 2-7 HEC-RAS Model Results vs. Observed Stage Hydrograph, 2017 Event ......................... 2-8
Figure 2-8 HEC-RAS Model Results vs. Observed WSE, 2019 Event ..................................................... 2-9
Figure 2-9 HEC-RAS Model Results vs. Observed WSE, 2017 Event ................................................... 2-10
Figure 2-10 Oxbow Dam Tailwater Rating Curve .......................................................................................... 2-11

LIST OF TABLES
Table 2-1 Annual Peak Flows at the Snake River Gage Below Oxbow Dam ..................................... 2-7
Table 2-2 Oxbow Dam Tailwater Rating Curve .......................................................................................... 2-12

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Introduction 1-1

1.0 Introduction
The Oxbow Hydroelectric Project is licensed as part of the Hells Canyon Complex, Federal Energy
Regulatory Commission (FERC) Project No. 1971. Built in 1961 and located on the Snake River at
river mile 273.0, the project consists of an earth-fill dam and fuse plug, concrete service and fuse
plug spillway and apron structures, surge tanks and intake, and powerhouse. It is owned and
operated by Idaho Power Company (IPC) and is used primarily for power production and
recreational use.
As a result of the 2017 FERC mandated Independent Consultant (IC) Focused Spillway Assessment
(FSA) for the Oxbow spillways, several tasks were identified as areas for further analysis and
remediation. In 2018, IPC had the Part 12 IC review each FSA recommendation and provide an
urgency for performing each FSA task item based on inspections and assessments. Items identified
include a stability analysis of the service spillway right training wall (2019-REC-6), an evaluation of
the headcutting potential at the downstream end of the fuse plug spillway (2019-REC-7), a stability
analysis of the fuse plug left training wall (2019-REC-9), an evaluation of anchorage in the service
spillway chute slab (2019-REC-27), an evaluation of the anchorage in the fuse plug spillway
(2019-REC-32) and a CFD hydraulic analysis of the fuse plug spillway (2019-REC-43). Each of these
recommendations require determination of the hydraulic conditions that can occur on both
spillways. An integral part of these hydraulic evaluations is understanding the relationship
between flow and tailwater levels downstream of two spillways.
The purpose of this technical memorandum is to describe the analysis used to determine the
tailwater rating curve for Oxbow Dam.

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-1

2.0 Hydraulic Analysis
2.1 MODELING APPROACH
The USACE Hydrologic Engineering Center River Analysis System (HEC-RAS, version 5.0.7) was
used to evaluate flow conditions along the Snake River between Oxbow Dam and Hells Canyon
Dam.
2.2 MODEL GEOMETRY
The model geometry was defined using a combination of lidar and bathymetric data provided by
IPC. The data set included 64 LAS files containing lidar point cloud data, and 12 txt files contain xyz
bathymetric data points.
Elevation values in both lidar and bathymetric data are based on the North American Vertical
Datum of 1988 (NAVD 88). The HEC-RAS model geometry thus has been setup consistent with the
lidar and bathymetric data in NAVD 88. It is important to note that IPC uses the National Geodetic
Vertical Datum of 1929 (NGVD 29) and thus final model results will be reported using the NGVD 29
datum. Also, provided gage data is referenced to NGVD 29; therefore, for calibration purposes,
model results were adjusted to reflect the difference in datum.
The lidar and bathymetric data was combined to produce a composite digital elevation model
(DEM). This DEM extends approximately 25 miles from approximately a half a mile upstream of
Oxbow Dam to a half mile downstream Hells Canyon Dam (Figure 2-2). The DEM does not include
bathymetry upstream of Oxbow Dam or downstream of Hells Canyon Dam.
The composite DEM was developed in three stages. The first stage consisted in developing a DEM
using only the lidar data. This DEM was trimmed to include a swath of no more than 1 mile wide
along the Snake River. Note that the lidar data does not capture topographic information in areas
that were covered with water at the time the lidar data was acquired. The second stage consisted
in developing a DEM based on the bathymetric data. This bathymetry DEM was limited to the
extents of the bathymetric data points. The third stage consisted in combining these two DEMS.
In most areas the combination of the lidar and bathymetric data resulted in a seamless elevation
model. It is important to note, however, that in some areas the bathymetric data does not
completely cover areas missed by the lidar. In these areas the topography/bathymetry was
spatially interpolated from the lidar and bathymetric data. Figure 2-1 shows two example areas
where the lidar/bathymetric data integration resulted in a seamless DEM and where interpolation
was necessary to complete the DEM.

Figure 2-1 DEM, Seamless vs. Interpolated
Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-2

Figure 2-2 DEM, Oxbow Dam to Hells Canyon Dam
Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-3

The HEC-GeoRAS software was used to delineate the stream centerline and cross sections used to define
the HEC-RAS geometry. Figure 2-3 shows the model extents and the cross sections used to define the
Snake River channel within the model. A total of 188 cross-sections were used. The model geometry
includes the Oxbow Bridge.

Figure 2-3 HEC-RAS Model Extents
Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-4

2.3 MODEL CALIBRATION
Historical flow and stage data provided by IPC was used to calibrate the model. Available data included
the following:
· Oxbow Dam spillway discharge
· Oxbow Powerhouse turbine discharge
· Oxbow Powerhouse tailwater stage at the tailrace (NGVD 29)
· Snake River below Oxbow Dam, flow and stage
· Hells Canyon Dam headwater stage and discharge (NGVD 29)
The stage at the Snake River below Oxbow Dam gage (Snake River Gage) was used as the target
parameter for calibration purposes. This gage is located approximately 1,200 feet upstream from the
Oxbow Bridge and approximately 1,500 feet downstream of the Oxbow Powerhouse tailrace. A rating
curve using the Snake River Gage was initially developed to be used as a calibration target. Further
analysis indicated that backwater and discharges from Hells Canyon Dam have a slight but statistically
significant influence on water levels at the Snake River Gage.
2.3.1 Regression Analysis
A regression analysis was performed to obtain a multivariate second-degree polynomial function (shown
below) that was used to define the target water surface elevation (WSE) at the Snake River Gage as a
function of flow at this gage, and headwater elevation and discharges at Hells Canyon. Figure 2-4 shows
the goodness of fit plot of this function; comparing estimated WSE to observed WSE at the gage. The
standard error of prediction of this function is 0.23 ft and the r2 statistic of the regression is 0.99.
= 1362.67 + 5.61 10
+ 7.295.61 10

+ 7.71 10
− 1.36 10

+ 0.19

where,
WSES = water surface elevation at the Snake River Gage
QS = flow at the Snake River Gage
WSEH = Hells Canyon head water elevation
QH = Hells Canyon discharges
Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-5

Figure 2-4 Estimated vs. Observed WSE at the Snake River Gage

The data used in this regression analysis is a subset of the available stage and discharge data. Data was
excluded using the following criteria:
· Temporal consistency of the data: time periods were excluded if any one of the parameters was
not available for that period.
· Significant scatter in the data was observed when the flow rates were approximately lower than
30,000 cfs. It is likely that fluctuations may occur due to operation of the hydro plants
considering that the maximum capacity for Oxbow and Hells Canyon are 28,000 cfs and
30,000 cfs respectively. Therefore, data from time periods with flow rates lower than 30,000 cfs
were excluded from the analysis.
· Obvious outliers were also excluded from the analysis.
Note that this function was developed within a limited range of flow rates and water levels. Flow rate
approximately ranged between 30,000 cfs and 70,000 cfs, and Hells Canyon headwater levels
approximately ranged between elevation 1683.1 ft and 1687.3 ft (NGVD 29). This function may not be
applicable for flow rates or water levels outside the range used to develop it; thus, extrapolation would
likely result in erroneous WSE estimates.
2.3.2 HEC-RAS Model Calibration
For calibration purposes a series of synthetic conditions were defined to test the model under varying
flow rates (from 30,000 cfs to 70,000 cfs at 2,000 cfs increments) and Hells Canyon headwater levels
(1683.1, 1684.1, 1685.1, 1686.1 and 1687.3 (NGVD 29)). A total of 105 scenarios were evaluated.
Steady state conditions were assumed. For all scenarios the difference between the HEC-RAS estimated
WSE and synthetic (regression) observed WSE ranged between -0.7 ft to 0.4 ft. In general, as flow
increases, HEC-RAS tends to slightly underestimate the WSE at the Snake River Gage. The only
parameter changed in the calibration is the roughness (Manning’s n) value assigned to the river channel.
Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-6

Based on the calibration, it was determined that using a Manning’s n value of 0.045 results in the best
estimates of WSE at the Snake River Gage. It was assumed that the Manning’s n value is constant along
the alignment of the Snake River.
Figure 2-5 shows the stage-discharge curve at the Snake River Gage obtained from the HEC-RAS model
compared to estimated values based on the regression analysis (assumed observed values). The figure
also shows results if Manning’s n values of 0.040 and 0.050 are used in the analysis assuming a Hells
Canyon headwater level of 1685.1 (grey dashed lines). Using a Manning’s n value of 0.040 tends to
underestimate water levels (range: -0.4 ft to -1.5 ft) and using a Manning’s n value of 0.050 tends to
overestimate water levels (range: 0.49 ft to 0.89 ft).

Figure 2-5 HEC-RAS vs. Observed (Regression) Stage-Discharge Curves at the Snake River Gage
2.3.3 HEC-RAS Model Validation
The HEC-RAS model was validated using data during two major flood events as measured at the Snake
River Gage below Oxbow Dam.
Data provided for this gage is available from 2003 to 2020. Table 2-1 shows the peak flows measured at
this gage listed by hydrologic year (Oct. 1st through Sep. 30th). The four largest peaks of 78,000, 70,400,
70,270 and 60,500 cfs occurred respectively in 2006, 2011, 2017, and 2019. The 2017 and 2019 were
selected for validation purposes. Even though the 2006 and 2011 events are the largest, they were not
used because the provided discharge data at Hells Canyon Dam only goes back to August 2013 and this
data is needed to define the downstream boundary conditions in the model. To validate the HEC-RAS
model, a time period of two months, centered on each of the two recorded peak discharges, was
modeled.
Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-7

Table 2-1 Annual Peak Flows at the Snake River Gage Below Oxbow Dam
HYDROLOGIC YEAR PEAK FLOW RATE (CFS)
2003 29,300.00
2004 34,200.00
2005 44,300.00
2006 78,000.00
2007 31,300.00
2008 32,500.00
2009 46,300.00
2010 58,400.00
2011 70,400.00
2012 50,000.00
2013 27,600.00
2014 28,393.78
2015 25,414.09
2016 44,116.50
2017 70,270.06
2018 46,578.32
2019 60,495.80

To validate the model, modeled and observed stages at the Snake River Gage were compared. Inputs to
the model include Oxbow spillway and turbine discharge hydrographs during these events, and
corresponding stage and discharge hydrographs at Hells Canyon Dam to define downstream boundary
conditions.
Figures 2-6 and 2-7 show hydrographs for the 2019 and 2017 events respectively. The figures show that
for the two events, the HEC-RAS model closely predicts water levels at the Snake River Gage. Figures 2-8
and 2-9 show the goodness of fit of predicted stages compared to observed stages. The standard error
of prediction of the model is 0.26 ft and 0.53 ft for the 2019 and 2017 events respectively. Figures 2-8
and 2-9 also show the departure from measured values if a lower (0.04) or higher (0.05) Manning’s n
value was used. It is important to note that there are some obvious outliers in the data set. A cursory
inspection of the data set revealed that some of the data is likely to be faulty. No attempts to correct
the data set were done because, even though it is obvious that a few data points are faulty, there is not
a practical way to clean the data set.

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-8

Figure 2-6 HEC-RAS Model Results vs. Observed Stage Hydrograph, 2019 Event

Figure 2-7 HEC-RAS Model Results vs. Observed Stage Hydrograph, 2017 Event

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-9

Figure 2-8 HEC-RAS Model Results vs. Observed WSE, 2019 Event

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-10

Figure 2-9 HEC-RAS Model Results vs. Observed WSE, 2017 Event

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-11

2.4 OXBOW DAM TAILWATER RATING CURVE
The tailwater rating curve for Oxbow Dam was obtained from the calibrated HEC-RAS model. Two
scenarios were evaluated to develop the rating curve. The first scenario assumes that the spillway
gates and sluice gates are fully open at Hells Canyon Dam; a condition that is plausible but not
typical based on normal operations at Hells Canyon Dam. The second scenario assumes normal
operation of the spillway and sluice gates at Hells Canyon Dam.
For the first scenario, a total of 28 scenarios where modeled corresponding to water levels at Hells
Canyon Dam between elevation 1640 ft and 1694 ft (NGVD 29) at 2-ft increments. Corresponding
flow rates were obtained using the spillway and sluiceway rating curves for Hells Canyon Dam. For
the second scenario it was assumed that the automatic spill gate operation at Hells Canyon would
be followed to maintain full elevation at 1688 ft (NGVD 29). Model results show that water levels
immediately upstream of Hells Canyon Dam have very little impact on water levels immediately
downstream of Oxbow Dam for flow rates between 70,000 and 310,000 cfs. For the flow rates
evaluated, the assumption of fully open gates at Hells Canyon results in water levels of up to 0.1 feet
lower than assuming normal operations at Hells Canyon Dam.
The tailwater rating curve is listed on Table 2-2 and depicted in Figure 2-10. The tailwater rating
curve reflects the normal operations at Hells Canyon Dam.

Figure 2-10 Oxbow Dam Tailwater Rating Curve

Idaho Power Company | OXBOW DAM TAILWATER RATING CURVE HYDRAULIC ANALYSIS
BLACK & VEATCH | Hydraulic Analysis 2-12
Table 2-2 Oxbow Dam Tailwater Rating Curve
FLOW RATE
(CFS)
TW ELEVATION
(FT, NGVD 29)
70,000 1712.9
73,000 1713.4
77,000 1714.2
81,000 1714.9
85,000 1715.6
91,000 1716.6
97,000 1717.6
103,000 1718.6
109,000 1719.5
117,000 1720.7
124,000 1721.7
132,000 1722.8
141,000 1724.1
149,000 1725.1
159,000 1726.4
168,000 1727.6
178,000 1728.8
188,000 1730.0
199,000 1731.2
210,000 1732.5
221,000 1733.7
233,000 1735.0
245,000 1736.2
257,000 1737.4
270,000 1738.7
283,000 1740.0
296,000 1741.2
310,000 1742.5
2021 Construction - RFP
The purpose of Question and Answer Document is to provide a response to the questions that were received as part of this request for bid.
Below are the questions and answers in response to an inquiry submitted via PowerAdvocate.
Please acknowledge receipt of this Question and Answer Document as part of your Proposal. Failure to do so may subject respondent to disqualification. You can acknowledge receipt in your proposal cover letter and or within the proposal itself.
Q+6:15uesti
on #
Date
Submitted Reference Question Response
Date Response Addendum #
1 Feb-23-2021 Scope
3/10 C 5, Note 3 states that all piping under slabs shall be encased
per the standard details. Shall this include process piping only and
not domestic plumbing? Does this include the piping under the
raceways?
Mar-12-2021 Encase all piping, domestic and process, under the building slabs. Process and drain
piping under the raceways shall also be encased.2
2 Feb-23-2021 Scope
10 C 5, calls for 300/GC-5 at each well location. It appears that
there are only 2ea and not 3ea as indicated, please confirm. Please
confirm each well casing is existing.
Mar-12-2021
Only two well vaults (Detail 300/GC-5) are required. The well casings are existing,
but will require a new flange be welded onto the top for connection as shown in the
detail.
2
3 Feb-23-2021 Scope 10 C 5, please provide a specification and detail for the sewer lift
station.Mar-12-2021 See Specification 11076 provided in the Bid Documents 2
4 Feb-23-2021 Scope
10 C 8, where do the perforated drain tiles between retaining walls drain
to?
Mar-12-2021
Route each section of 4-in. perforated drain pipe (along each section of retaining
wall) to a single low-point and discharge the collected water through a tee that
passes through the retaining wall, directly to the down-slope side. Cover the end of
drain pipe with filter fabric secured with stainless steel band.
2
5 Feb-23-2021 Special Conditions
Special Conditions, Item 2b, will the Building Permit and Floodplain
Development be ready to be pulled immediately following the bid?
Is the contractor responsible for paying the building permit and
floodplain development permit fees?
Mar-12-2021
IPC is currently working with Baker County to procure the Floodplain Development
Permit. Contractor will be responsible for prcureing and paying for the building
permits, electrical, mechanical and other permits required for building the project.
(Note: IPC is also responsible for the 404 permit, FERC Clearance and Cultural
Clearance, which are ongoing.)
2
6 Feb-23-2021 Schdule of Values Where in the schedule of values do we include the irrigation tank
replacement Mar-12-2021 See Updated Schedule of Values 2
7 Feb-23-2021 Permits
Has preliminary approval of the 404- permit been achieved? Can
any comments by the AHJ be provided to the Contract for bidding?Mar-12-2021
No approval has bee achieved for the 404 permit. The US Army Corps of Engineers
will the be governing agency and it is anticipated that we will be required to
maintain 401 Water Quality Certification requirements and work in specified work
windows for sensitive species considerations.
2
8 Feb-23-2021 Scope Are as-builts of the existing facilities available?Feb-26-2021 Yes. Attached to adendum 01.1
9 Feb-23-2021 Schedule
The specifications require mock-ups of major equipment like the
crowders and incubators prior to releasing them to fabrication. This
will likely make the lead times exceed the needed delivery dates. Is
it acceptable to forego the mockups if the duration extends past
mandatory milestones?
Mar-12-2021
The mock-ups are required for all equipment listed in Specification 01345, Section
3.2. The Contractor shall plan their schedule accordingly to meet the mandatory
milestones provided.
2
10 Feb-23-2021 Schedule If full scale mockups are required, is the expectation to achieve a
visual inspection or an operational inspection?Mar-12-2021
Both. The units will be visually inspected for quality (clean welds, no scaling or
rusting, proper coatings, acceptable tolerances, etc.). The mockups will also be
operationally tested as required by Specification 01345, Section 1.2 H 1 and 2.
2
11 Feb-23-2021 Permits
Has the building permit and flood plain permit applications been
submitted?Mar-12-2021 Building Permit will be the responsibility of the contractor. IPC will provide the
Floodplain Development Permit once it has been obtained.2
12 Feb-23-2021 Recycling
Will the demo (scrap) metals that Idaho Power wants retained be
shipped back to the Franklin storage yard by Idaho Power?Mar-12-2021 IPC will provide the container and shipping to and from Oxbow and the recycle yard.2
13 Feb-23-2021 Scope Who is responsible for providing and paying for Programing?Mar-12-2021 Contractor will be responsible for providing and paying for all programming.2
Oxbow Hatchery Renovation Construction Project
14 Feb-23-2021 What SCADA software should the Contractor include in their bid?Mar-12-2021 Wonderware (now Aveva)2
15 Feb-23-2021 Scope
60 A 1.1, Incubation Room 110 calls for Keynote 1 on the ceiling,
acrylic finish over fiber reinforced stucco over ½” cement board, is
this the correct ceiling finish for this room? If so, how shall it be
finished at the support pipe header rack penetrations?
Mar-12-2021
Yes, this is the correct ceiling finish for the Incubation Room. The ceiling shall be
finished to within ½” of all penetrating items, and the gap shall be filled with a
sealant that matches the finish and provide 100% vaporproof barrier.
2
16 Feb-14-2021 Scope/Drawings
The mechanical drawings have several fabricated steel pipe callouts
(many on Sheet 30 M 1 and 2). , of which call out Group (1) for pipe
material, which per the Piping Material Schedule on Sheet GM2
defines (1) as Steel pipe, with fusion bonded epoxy lined and
coated. Is the intention to have fusion bonded epoxy on these
systems? Should Group (4) be specified for the steel piping? Group
(4) includes the typical coating/lining for these types of systems.
Please confirm pipe type callouts on mechanical drawings for
fabricated steel piping are accurate and as intended.
Mar-12-2021
Material type 1 (SCH 40 steel) was intended for all piping at the aeration tower,
furnished with an epoxy lining and coating. Material type 4 is AWWA fabricated
steel pipe with a LifeLast DuraShield lining and coating per Specification 15063,
Section 2.1F, and is not intended for use at the aeration tower.
2
17 Feb-14-2021 Scope
Plan sheet 30 M 2 references routing 6 each F (formalin) lines.
Please provide more information. Where do they originate, where/
how do they terminate? Mar-12-2021
A single 6-in. diameter SCH 40 PVC conduit pipe is routed from the formalin room in
the sorting and spawning building (50 M 14) to the aeration tower. Within that
conduit pipe, a length of ¾‑in. diameter vinyl tubing shall run from the formalin
room to each of the corresponding six raceway distribution boxes at the aeration
tower. One tube should be secured to the interior of each raceway distribution box.
2
18 Feb-14-2021 Scope
Plan sheet 40 M 2 reference the TT (transfer tubes) please provide a
detail of the concrete wall penetrations for the transfer tubes at the
east and west sides of the structure.
Mar-12-2021
Details for the transfer tube penetration on the west side of the structure are
provided in Section A/40 M 2 and Detail 1/40 M 3. On the east side of the structure,
the transfer tubes that deliver fish to each raceway should be directly cast into the
raceway walls as called for on 50 M 3. Additional details have also been provided for
the transfer tube penetrations through the masonry Sorting and Spawning Building
and the truck transfer tube piping in the attached drawings.
2
19 Feb-14-2021 Scope
Please provide a detail of how the river intake pump manifolds
terminate at the top? Is the pump a flanged connection to the pump
can? Or, is the pump bolted to an equipment pad?
Mar-12-2021
The pump-can includes an integral sole plate at the top that shall be mounted to
cast‑in-place anchors (size provided by the pump manufacturer) in the concrete
equipment pad located on top of the intake pump station deck as shown on 20 M 1.
The connection between the pump discharge head base plate and pump can/sole
plate shall be achieved by a flanged connection with tapped holes in the sole plate.
Final design and details to be submitted by equipment manufacturer for approval by
engineer.
2
20 Feb-14-2021 Scope
The 24" SW pump discharge is steel, and the yard pipe for the 24"
SW is C-900. Where is the transition from material types and how is
this transition made?Mar-12-2021
The transition shall occur just upstream of the 45° Elbow at coordinate A1 (See
sheet 10 C 6). Use a restrained sleeve coupling adaptor to transition from plain end
steel to C900/905.
2
21 Feb-26-2021 Scope/Drawings
Detail 213/GC-2 is missing from the plan set, it was referenced on
sheet 10 C 5. Please provide detail.
Mar-12-2021
The detail is meant to reference a Cleanout to Grade (COTG). The detail is included
here for reference. On 10 C 6, change the detail callout “242/GC-3” to reference the
new COTG detail “213/GC-2”.
2
22 Feb-26-2021 Scope/Drawings
Sheet 10 S 4 is missing from the plan set, it was referenced on
sheet 10 C 1. Please provide missing sheet or provide a different
call out.
Mar-12-2021 The reference should refer to the new dorm building foundation. Change the
reference to Sheet 10 S 3.2
23 Feb-26-2021 Scope/Drawings
Drawing 10 C 8 note #3 States place riprap along the toe of the
retaining wall along the Snake River and Pine Creek as shown. There
does not appear to be any detail showing riprap along the retaining
wall, and there is not specification for riprap. Please provide details
for riprap placement.
Mar-12-2021
Riprap should be placed at a minimum of 3’ deep and extend 6’ from the face of the
retaining wall along the Snake River and Pine Creek. Riprap is not needed along the
southern retaining wall (Sections A through D). Modify Specification 02200 as
described in the SPECIFICATION section attached.
2
24 Feb-26-2021 Scope/Specifications
Specification 02200 2.1 Re-use of on-site materials, states that there
is a substantial quantity of material near Brownlee Reservoir that
may be used in the construction of permanent features.
a. Please provide gradation, proctor and moisture content test
reports. If reports are not available should bidders assume the
material is acceptable for bidding purposes. If acceptable, for which
specified material types will it be acceptable?
b. Is there an existing access road to the materials at Brownlee
Reservoir that is suitable for trucking and equipment to load out the
materials and haul to the job site? Where is the access road
located?
Mar-12-2021
IPC has dicovered a discrepancy about the material at the toe of Brownlee Dam.
Originally, IPC suggested that this material could be used for 3/4" road mix.
Currently, IPC is waiting for verification about access and hauling requirements and
restrictions due to other projects at Brownlee Dam. As such, bidders shall assume
the material in question at the toe of Brownlee is not available for this project.
2
25 Feb-26-2021 Scope/Specifications
Refer to specification section 03310 2.9 B.3. Fly Ash. Is the 25% fly
ash requirement considered to be a maximum replacement
percentage? Will mix designs with less than 25% fly ash be
considered for the project?Mar-12-2021
The specified fly ash quantity was done to control the potential for ASR. If the batch
plant has familiarity with a proposed mix design, and recent testing data on the
aggregate source to confirm that the aggregate is not reactive (meets section 03310
3.1.B.3), less than 25% fly ash will be considered. If an alternative mix design is
proposed, the Contractor should submit a list of ITD projects where the exact mix
design has been approved and used, and aggregate test results from within the last
2 years.
2
26 Feb-26-2021 Scope/Specifications
Refer to specification section 03310 3.1 B.2. Shrinkage Limitation.
Does this specification section apply to all concrete placed on the
project, or is it specifically required for hydraulic structures?Mar-12-2021 This limitation applies to all concrete placed on the project.2
27 Feb-26-2021 Site
Is water for site work and dust control to be made available to the
contractor from an onsite source by Idaho Power?Mar-12-2021 Yes. There is currently a truck fill station on site that is available for use.2
28 Mar-01-2021 Scope
Should it be assumed that detail C244/GC-4 applies to the 36” Drain
line that extends to the Snake River? Is there supposed to be a grate
or a backflow valve at the discharge end of the pipe?Mar-12-2021
Yes – Detail C244/GC-4 should be followed for the outfall of the 36” drain line, no
backflow valve or screen is required. The detail also applies to the 12” storm drain
outfall. See the SPECIFICATION section below for riprap details.
2
29 Mar-01-2021 Scope
Will you accept a Chief Pre-Engineered Steel Building for the
raceway structure?Mar-12-2021 If the other requirements of Specification 13121 can be met, this manufacturer is
acceptable. 2
30 Mar-01-2021 Scope What is the final finish floor elevation for the Airburst BLDG?Mar-12-2021 1,704.70’ per 10 C 4. 2
31 Mar-01-2021 Scope Workstation Desk in lobby 101 H38292LNS has drawers on one side
– is this correct?Mar-12-2021 Yes.2
32 Mar-01-2021 Scope Office desk #102 H38L66NSL is not a HON part number. The 66”
desk and return – is the return on the left or right side? Is the return
48” or 60” long.
Mar-12-2021 Model should be H38L6630NSL, as noted in the finish schedule. This model includes
the base desk with a right return. 2
33 Mar-01-2021 Scope The HON spec for the office chairs is W40. Are you really asking for
WP40 which is a black vinyl chair?Mar-12-2021 Yes, please change the model number to HIWM2.A.H.M.WP40.T.SB. 2
34 Mar-01-2021 Scope
Is Idaho Power providing and asbestos and lead paint survey for
demolition of the existing hatchery building or it the responsibility
of the contractor to provide as part of their bid?
Mar-12-2021 Yes. A Report is being generated currently. Preliminary results show 2
35 Mar-01-2021 Scope
Will Idaho Power be moving all contents from the existing hatchery
building?
Mar-12-2021
IPC will make arrangements to remove and store most contents from the existing
hatchery building for later use. Contractor is required to remove retain and reuse
the existing incubation equipment that is to be transferred to the new Hatchery
Building
2
36 Mar-01-2021 Scope
Does the pre-engineered steel building structure over the new
raceway get a liner panel under the entire roof?Mar-12-2021
Specification 13121, Section 2.3.A call out “Roof Liner Panel”, which is referring to
the standing seam metal roof. The entire roof of the pre-engineered building shall
be covered with standing seam metal panels.
2
37 Mar-01-2021 Scope
Is the contractor installing the pre-engineered steel building require
to hire and independent inspector for testing the structure?Mar-12-2021 Yes, per the requirements of Specification 13121, Section 2.6.A.2
38 Mar-02-2021 Scope
Overhead power that is currently over the existing Chinook
raceways are not shown to be demolished and relocated on sheet
10E2. It appears this line will have to be relocated to construct the
new Adult Holding Facility.
Mar-12-2021 IPC is currently working on relocating the overhead power line that is over the
Chinook Raceways. It is planned that this will be done in in April.2
39 Mar-02-2021 Scope
The drawings indicate a 4” grout pad on top of the East Raceway
slab. Please confirm if 4” of grout is to be placed on top of the entire
length and width of the East Raceway slab
Mar-12-2021
The finished floor of the cross crowder channel shall be a 4” grout layer as shown in
Detail 1/40 S 4. This is to allow for adequate drainage with precision contouring that
would be difficult with a mass concrete placement.
2
40 Mar-02-2021 Scope
In reviewing the Historical Utility Site Plan provided in addendum
#1, the overhead power to be demolished that runs to the
northwest corner of the existing holding ponds suggests this is the
power supply to the existing crowders. Is the contractor to relocate
this power supply to the existing crowder and aeration pumps? If
we are to supply power to existing crowder and pumps, when is this
work to be done and what route should be taken
Mar-12-2021 IPC will have this power relocated to a temporary underground feed. Power must
be maintained durring construction.2
41 Mar-02-2021 Scope
Fiber optic/Phone lines are indicated to run under the new Hatchery
Building to the existing Hatchery Building. Are these to remain in the
current location
Mar-12-2021 If sequencing does not allow for utility routing shown. Contractor will have the
option to rerout the utilities in question.2
42 Mar-02-2021 Scope
In volume 1 sheet GI 5 the Crowder network diagram shows several
items such as PLC, VSDs and network switch in each panel. I volume
2 sheet 40 I 10 the typical panel layout does not itemize any of
those items in the Bill of Materials. It appears that information is
missing from the Bill of Materials for those panels. Do you have any
additional information about those panels and what needs to be
quoted
Mar-24-2021
Drawing GI 5 provides a general network diagram for crowder communications. The
Contractor is responsbile for determining, furnishing, and testing the equipment
necessary to achieve a fully functional system based on this diagram.
As stated in specification 11425, the crowder drawings and specifications are
conceptual in nature, and a single systems integrator shall be responsible for
completing final design, fabrication, and testing of the crowders and associated
systems to show that they meet the stated design requirements.
3
43 Mar-02-2021 Scope
There are two panels that are listed in Volume 1 on sheet GI 4, Air
Burst Control Panel in Area 20 and Chiller Control Panel in Area 60
that are not listed in any other drawings. Do we need to provide a
bid for these panels?
Mar-24-2021
The Air Burst Control Panel is existing and shall be connected to 'INT-RIO'
DISTRIBUTED I/O PANEL as shown on GI 4. On 20 I 2, change "(E) Chiller Control
Panel" to "(E) Air Burst Control Panel".
The Chiller Control Panel shall be furnished as part of a packaged system from the
chiller manufacturer. It is new and shall be part of the Contractor's bid. As shown on
GI 4, connect the Chiller Control Panel to 'OXB-CCP' CONTROL PANEL.
3
44 Mar-02-2021 Scope
There are some additional items on the Process Network diagram
(Vol 1 Sheet GI 4) that are not detailed in any layout drawings. Do
you have more information on the following - CCTV Control
Station/DVR (Area 50), 8 VFDs (Area 50), Local Access Network
Patch Panel at TTB (Area 60), 6 VFDs (Area 60)
Mar-24-2021 Network Diagram shows basic infrastructure for CCTV and LAN. VFD's are shown in
their respective areas on Electrical and Controls plans and Division 16 Specifications.3
45 Mar-03-2021 Scope
After a review of the contract documents it is still unclear whether
IPC will directly contract or execute the SCADA programming or if it
is to be sub-contracted under the contractor scope of work. Per
Exhibit C – Special Conditions SC-2 General Scope of Work A and B it
is not identified. Per Division 13 spec section 13440 1.1 D 1-5 it is
still vague if the PROGRAMMER is a sub to the general or to the
owner. Furthermore, it is not identified as a special line item in the
schedule of values. Is the SCADA programming under the owner’s
supply and only for us to coordinate and schedule with?
Mar-12-2021
Contractor to provide programming for all systems and shall be included in the
instruments and controls package that is identified in each Area of the SOV. If
Contractor would prefer to show the entire SCADA programming as a stand alone
item, it can be shown as an additional line item. Please indicate as such in the
narrative.
2
46 Mar-03-2021 Scope
Reference: Drawing 50-M-2 & 50-M-9, Question: Drawing 50-M-2
indicates that the SW supply from the aeration tower to the fish lift
system false weir is to be a 6” pipe whereas 50-M-9 Plan and
Section A indicate this pipe to be an 8” 304 stainless line. Please
confirm the correct sizing and material type/transitions from the
valve vault to the false weir connection.
Mar-24-2021
The SW pipe that delivers water to the false weir should be an 8" diameter pipe. The
pipe is run in C900 from the tee (Coordinate C3 on 10 C 5) to the sleeve coupling
upstream of the valve vault on 50 M 2 where it will transition to stainless steel (pipe
type 7) with a sleeve coupling adaptor.
3
47 Mar-04-2021 Scope
Sheet 10 C 8 shows retaining wall details for the site perimeter.
Detail A and B call out 12" thick 4"-6" quarry spalls up the face of
the wall. Is this correct or should this material be a smaller gradation
drain rock?
Mar-12-2021
The Quarry Spalls are called out due to the local availability. These are intended to
provide drainage. If Contractor would like to propose an alternative to the detail
shown, please indicate as such in the narrative.
2
48 Mar-04-2021 Scope
Reference Plan Sheet 50 M 8 - the Iodaphor system states pipe type
of LLDPE, system 17, which does not appear to be in the pipe
schedule. Would Stainless Steel pipe, fittings and valves be
acceptable for this system.
Mar-24-2021
The pipe type was inteded to be Polyvinylidene Fluoride (PVDF), SCH 80 with Heat
fused fittings and stainless valves. Stainless Steel piping and fittings are an
acceptable alternative for this system.
3
49 Mar-04-2021 Scope
Reference plan sheet 50 M 2, in the 9’ L x 5’ vault there is reference
to a 6” BFV, V-40.2 This does not match the valve schedule. Plan
sheet 50 M 9 has this SW line as 8”. Which is correct? The 12” BFV
in the vault is numbered V-40.1, this does not match the valve
schedule? The 12” SW from the vault terminates at the fish lifting
system, 50 M 9. How does the 12” SW terminate at the fish lifting
station?
Mar-24-2021
See Question 46 for the answer to the pipe size question.
Section A on 50 M 9 shows the 12" pipe terminating at the inside face of wall. This
pipe and any other pipes that penetrate concrete walls shall have a seep ring as
shown on detail M203 sheet GM-5.
The valves are mis-labled on G4 and 50M2. The valves should reference V-50.31 and
V-50.32 in the valve schedule on GM-3. Change V-50.32 to an 8" diameter valve.
3
50 Mar-04-2021 Scope In the adult raceways the 12” TT pipe spans 10’. What is expected
for pipe supports if any?Mar-24-2021 The pipes will be directly cast into the walls of the raceways at each end and free
span the 10' dimension. No additional pipe supports are required.3
51 Mar-09-2021 Scope/Drawings
Please provide existing facility as-built or record drawings and
indicate year that the existing facility was completed include any
modifications or remodel work.
a. Please provide existing bottom of slab elevation for the
following:
i. Abandoned Raceways
ii. Fall Chinook Raceways
iii. Adult Holding Ponds
Mar-12-2021 See Addendum 01 2
52 Mar-09-2021 Scope/Specifications Will the ‘PROGRAMMER’ as defined in Spec Section 13440 be
contracted by the OWNER? Mar-12-2021 Contractor shall provide the programmer 2
53 Mar-09-2021 Scope
Will the dormitory resident(s) be living in the dorm while it is moved
for foundation work? Will we need to temporarily connect septic,
power, and water, or provide an alternate temporary facility?
Mar-24-2021 No, The dorm will be emptied by IPC or IDFG prior to moving. No temporary utilities
or housing will be required to be provided by contractor.2
54 Mar-09-2021 Materials/Equipment
Will equipment, materials, and trailers be moved from the
contractor staging area on the south side of the project prior to
construction start?
Mar-12-2021 Possibly. IPC will accommodate some material relocation from the laydown area,
however there is not currently a plan to relocate the items in question.2
55 Mar-09-2021 Hazmat
As per GC-33.3, hazardous materials were brought up at the site
visit, is IPC aware of any known hazardous materials, such as
asbestos or lead on the project site?
a. Oregon state law requires a demolition permit for all structures,
has IPC procured the demolition permit? The demolition permit
requires an asbestos survey and, if built before 1978, a lead survey,
have these been performed?
Mar-24-2021 Please see report from Industrial Hygiene Resources 4
56 Mar-09-2021 Recycling/Salvage
Per SC-14 salvage bins will be provided by IPC for the miscellaneous
steel demolition. Will hauling of these bins to and from Franklin
Road be performed by IPC or the contractor? Please provide
dimensions of these bins to properly estimate the steel demolition.
Mar-12-2021 IPC will provide dump bins (~20 cubic yards) as necessary for misc. steel demo.
These bins will be dropped on site at Oxbow Hatchery and picked up by IPC.2
57 Mar-09-2021 Scope
Sheet 10 C 8, Note 3 references placing rip rap along Snake River
and Pine Creek ‘as shown’, please identify where the rip rap detail is
located. Also, please provide detail showing replacement of rip rap
with native fill at southern side and the extents of placement.
Mar-12-2021
Riprap should be placed at a minimum of 3’ deep and extend 6’ from the face of the
retaining wall along the Snake River and Pine Creek. Riprap is not needed along the
southern retaining wall (Sections A through D). Modify Specification 02200 as
described in the SPECIFICATION section attached.
2
58 Mar-09-2021 Scope
Media provider Jaeger Tri-Packs are not available in 1 ½" size for the
Surface Water Aerator, this was discontinued 10 years ago
according to a supplier. The options are 1”, 2” and 3 ½" offered by
Jaeger. Please specify which size for the Surface Water Aerator
media.
Mar-24-2021 2" Jaeger Tri-Pack media is acceptable for the surface water bulk aerator. 3
59 Mar-09-2021 Scope
Reference plan sheets 10 C 6 and 20 M 1-4. The SS CA line is called
out as 4” and 6” on various plan sheets. Is the line only 4”, or does it
change somewhere?
Mar-24-2021 The SS CA line shall be 4" everywhere. The callout on Section A/20M4 shall be 4". 3
60 Mar-09-2021 Scope
Sheet GC-3, Detail C240 and Detail C241 show catch basin and
manhole details. Would it be acceptable to provide precast storm
structures ? In addition, the manholes are designated as 96"
Diameter, which appears very large for the size of pipe penetrations
at each manhole. Please advise if manhole size of 96" is correct and
typical for all manhole locations.
Mar-24-2021
The catch basin may be precast and meet meet the size and elevations provided on
the drawings. Precast structures will be reviewed at shop drawing time.
A 72" diameter manhole is allowable at MH-3, 6 and 7. A 96" diameter manhole is
required at the other locations due to the multiple penetrations and hole sizes at
those manholes
3
61 Mar-09-2021 Scope Reference plan sheets 10 C 5 and 60 M 5, where does the 4”
Pumped Ground Water originate? Out of the Hatchery Building?Mar-12-2021 Pumped ground water is supplied by existing wells #1 and #2, which feed to the
aeration tower.2
62 Mar-09-2021 Scope
Reference plan sheet 10 C 5, the 2” PW (plant water) calls for pipe
system (21). The pipe schedule has system 21 as double contained
fusion pipe, Asahi Chem Prolock, butt fusion. Please advise if this
pipe material is intended for the 2" plant water buried piping.
Mar-12-2021 PW is potable water that is fed from the domestic well. Double walled pipe is called
out due to the potable water line being within the same areas of process water. 2
63 Mar-09-2021 Scope
Plan sheet 10 C-5 references detail C-300 on GC-5, and Says typical
of 3. We find only 2 water wells with manhole.. If there is a third
well and manhole, where is it located?
Mar-12-2021 There are 3 wells onsite (including the domestic well). However the detail only
applies to the two ground water wells.2
64 Mar-09-2021 Scope
Addendum 1 includes a specification for drilled piles. Will driven
piles be acceptable as originally specified if preferred by the
Contractor?
Mar-12-2021 If contractor would like to propose an alternative to the drilled piles, please indicate
as such in an alternative for value engineering.2
65 Mar-10-2021 Scope
Overhead power that is currently over the existing Chinook
raceways are not shown to be demolished and relocated on sheet
10E2. It appears this line will have to be relocated to construct the
new Adult Holding Facility.
Mar-12-2021 IPC is currently working on relocating this overhead powerline.2
66 Mar-10-2021 Scope Can the roof panels for the raceway structure be changed to 16”
wide - 24 ga?Mar-12-2021 Please provide as an alternative for value engineering.2
67 Mar-10-2021 Scope
01660-3.3-C requires that a leakage test is passed prior to the 14-
day continuous run test. Please provide the requirements of leak
testing. What structures require leak testing? What is the leak
testing method and duration?
Mar-24-2021
All pipes shall be leak tested per the requirements outlined in the fluid service
schedule on GM-2. To complete the table, GWP, SWP and TT piping shall have a
type "(A)" leakage allowance, and the TT piping shall be tested per Note 6.
3
68 Mar-10-2021 Scope
03310-3.17 requires wet curing for concrete that buried or
backfilled. Is it acceptable to chemical cure all the walls and slabs
instead of wet curing? Due to the time of year when some of this
concrete work is taking place, wet curing may cause the concrete to
freeze. Can curing compound remain on the exposed concrete or is
to be blasted off?
Mar-12-2021
Alternatives to wet curing will be considered based on time of year and temperature.
Curing compounds will be considered for certain applications that do not expose a
biohazard to the fish culture.
2
69 Mar-10-2021 Scope
01345-3.2-A.1 requires a mock-up for each internal and external
wall type for all buildings. Can the mock-ups be foregone for
product samples? The difficulty for preparing over 10ea
independent mock-ups seems erroneous.
Mar-12-2021 Contractor shall plan on mock-ups as specified. Alternatives will be considered on a
case by case basis.2
70 Mar-10-2021 Scope
01345-3.2-2 & 3 requires ‘complete functional testing’ for the
crowder mock-ups prior to fabricating the rest of the units. To
perform a complete functional test of the crowders, the LCP’s, VFD’s
and PLC’s need to setup, installed and tested as well as the
programming software for running through all of the commands.
Setting up temporary provisions for this mock-up test would be time
consuming and expensive. Can the mock-up requirement be
reduced to a visual inspection only?
Mar-24-2021
The requirement for complete functional testing of the mockups shall remain as
specified. This test shall demonstrate that the mockups meet all specified
requirements, including foward and reverse travel, up and down fence movement,
and fully functional onboard power and controls. The functionality described in
11425 paragraph 2.5.G, items 3 through 5 is not required for initial mockup testing,
as these items require wireless communication with the hatchery's main SCADA
system.
3
71 Mar-10-2021 Scope
10/S-6 calls for ‘Precast Diffuser Boxes’, can this box be cast-in-
place? If so, should there be PVC bulb waterstop between the
slab/wall intersection? What is the piping penetration detail at the
bottom of these boxes?
Mar-24-2021
The diffuser box shown on 40S6 may be cast-in-place with a waterstop along the
slab/wall interface. Reinforcing shall follow the standard details provided in the
general details and shall be reviewed by the Engineer with the shop drawings. The
supply and drain pipes at the invert of the diffuser box terminate at the inside face
of concrete and shall include a seep ring through the slab as shown on Drawing
40M4.
3
72 Mar-10-2021 Scope
Flowmeters:
a. - Compact or remote transmitter?
b. - If remote, what is the cable length from sensor to transmitter?
c. - Electrode material? 316 ss, Hastelloy C
d. - Liner material? PTFE, Natural rubber, polyurethane
e. - Output? 4-20 mA, ethernet IP
Mar-24-2021
a. See plans and instrument schedules
b. Sensor to transmitter lengths vary, field verify prior to ordering.
c. See Specification 13441, Section 2.2 C
d. Natural rubber liner
e. Sensor output per Specification 13441, Section 2.2 E
3
73 Mar-10-2021 Scope
Raceway Gate Actuators:
a. What is the torque requirement?
b. What is the stem dimension?
c. Is there a mounting pad?
Mar-24-2021
a) See 40M5 Note 1
b) See 40M5 Note 3
c) The actuator shall be mounted to the concrete raceway as shown on 40M5.
3
74 Mar-10-2021 Scope
Raceway Level Transmitters:
a. The model that was listed by the engineer is being phased out by
the manufacturer and is being replaced with a new unit. It uses
different programming methods. We need to get approval from the
engineer to use the newer technology.
Mar-24-2021 The programming methods are acceptable provided they can be integrated into the
overall SCADA system as intended.3
75 Mar-10-2021 Scope In Area 50, how many cross crowder channels are there?Mar-12-2021
The cross crowder channel runs north and south along the east side of the new
Adult Holding facility. This channel terminates at the interface with Area 50 at the
False Wier and EA basket.
2
76 Mar-10-2021 Scope
There appears to be 6 raceways and 1 cross crowder channel in the
General Design Schematic (Vol 1, Sheet G-4) But on the Crowder
Network Diagram there are panels for 6 raceways and 2 cross
crowder channels (Vol 1, Sheet GI 5)
Mar-12-2021 There are two cross crowder channel crowders due to the need to isolate the fish in
both the upstream and downsteam directions within the cross crowding channel.2
77 Mar-10-2021 Scope
There are also some additional items on the Process Network
Diagram (Vol 1, Sheet GI 4) that are not detailed in any layout
drawings. Do you have more information on the following
a. CCTV Control Station/DVR (Area 50)
b. 8 VFDs (Area 50)
c. Local Access Network Patch Panel at TTB (area 60)
d. 6 VFDs (Area 60)
Mar-24-2021 Network Diagram shows basic infrastructure for CCTV and LAN. VFD's are shown in
their respective areas on Electrical and Controls plans and Division 16 Specifications.3
78 Mar-10-2021 Scope
14.) For the Managers Zone Panel, Dorm Zone Panel and the Shop
and Storage Panel? These do not have a BOM, just a few notes on
Sheet GI 4. We need more information on what is to be included.
Mar-24-2021 SCADA Software And Hardware, Item 2, Sheet GI 4 specifies the requirements.3
79 Mar-10-2021 Scope
On the MOXA – AWK-3131A Industrial wireless client - We need a
part number or more details on the external antennas, and the
cables that are to be included.
Mar-24-2021 These items are to be provided by the IT installer.3
80 Mar-10-2021 Scope
It appears that information is missing from the Bill of Material for
the following panels
a. In volume 1 sheet GI 5, the Crowder Network Diagram shows
several items such as a PLC, VSDs and network switch in each panel.
b. In Volume 2 sheet 40|10, the Typical Crowder Panel Layout does
not itemize any of those items in the Bill of Materials.
Mar-24-2021 See answer to question 42.3
81 Mar-10-2021 Scope
There are two panels that are listed in Volume 1 on sheet GI 4, Air
Burst Control Panel (in Area 20) and Chiller Control Panel (Area 60)
that are not listed in any of the other drawings, can you provide
more information on these panels?
Mar-24-2021 See answer to question 43.3
82 Mar-10-2021 Scope
It appears that the restroom, kiosk, and shade structures do not
have any fixtures, furnishings or equipment, is that correct?
a. There are no plumbing or electrical services to any of these
structures, is that correct?
Mar-12-2021 Yes, this is correct.2
83 Mar-10-2021 Scope
How deep is the existing Adult Holding Facility?
a. How thick is the concrete?
b. Can you provide a structural as-built?
Mar-24-2021
The existing adult holding ponds are approximatly 10 ft deep with 12" thick
reinforced concrete floors. Structural as-builts are not provided. Based on
historical drawings, the existing Adult Holding Ponds are approximately 8' deep but
will need to be field verified. The concrete is 8" thick.
2 3
84 Mar-10-2021 Scope
How deep are the existing raceways scheduled to be demolished?
a. How thick is the concrete?
b. Can you provide a structural as-built?
Mar-24-2021
The chinook raceways are approximately 6 ft deep. The concrete floors are
approximately 12" thick. Structural as-builts ar not provided. The fall chinook
raceway start depth is 4.83'. The end depth is 5.33' and the outlet box is 7.33' deep
from the top of wall. The concrete wall thickness varies from 8" to 12". The footing
thickness is 12".
The Abandoned raceways have a start depth of 4' and an end depth of about 4.34'.
The outlet box is 5.34' deep from the top of wall. The wall thickness is 7 5/8". The
footing thickens is 8".
All dimensions shall be field verified.
2 3
85 Mar-10-2021 Scope Is the use of slag allowed instead of fly ash?Mar-24-2021 Yes, the use of slag is allowed, provided the proposed mix design and test results
are acceptable to the Engineer.3
86 Mar-10-2021 Scope
One local concrete supplier is not in the Snake River drainage and as
a result the do not have any alkali Silica reactivity issues, however
the short test for ASR almost always shows a false positive test
result. Can the ASR section be removed as it is impossible for them
to meet the shrinkage spec and the ASR on a remote location that is
2 hours from the batch plant.
Mar-24-2021 No, the ASR and shrinkage spec can’t be removed.3
87 Mar-10-2021 Scope
With an addition of Delvo stabilizer as a dosage that results in a 3
hour delayed set, can the spec be changed to a 3 hour from plant to
pour versus a 90 minute spec?
Mar-24-2021
Retarder with delayed set may be acceptable, subject to adequate testing, this must
include an early test slab placement. The test slab shall be placed at a location
determined by the Engineer.
If the results are found to be satisfactory, the test slab may be integrated into the
project based on Engineer’s discretion.
3
88 Mar-10-2021 Scope
The field shrinkage test that is listed in the specs is a lab test only
and is not accurate per the concrete supplier and is not accurate
with a field cure specimen. Can this spec be removed?
Mar-24-2021 Shrinkage testing is not required for field cure specimens. The shrinkage limitations
shall only be verified for trial batch, following requirements of ASTM C157.3
89 Mar-10-2021 Scope
Raceway Gate Actuators
a. What is the torque requirement?
b. What is the stem dimension?
c. Is there a mounting pad?
Mar-24-2021 See answer to question 73.3
90 Mar-10-2021 Scope
Raceway Level Transmitters – The model that was listed by the
engineer is being phased out by the manufacture and is being
replaced with a new unit. It used different programming methods.
We need to get approval from the engineer to use the newer
technology.
Mar-24-2021 See answer to question 74.3
91 Mar-10-2021 Scope
In area 60, the chiller room gas monitoring system EF-x1000-T
(sheet GI 3)
a. What is the size of the duct?
b. Is it analog or BACnet, RS-485, or Modbus?
c. If analog, is single or dual output needed?
Mar-24-2021
a. Refer to Mechanical drawings for duct sizes
b. 0-10V
c. Single output
3
92 Mar-10-2021 Scope Are you providing revised plan sheets to reflect the plan changes
listed in Addendum 01?Mar-24-2021 Updates will be provided in the Conformed Documents for construction.3
93 Mar-10-2021 Scope Refer to Sanitary Sewer Lift Station Specification 11076, What is the
required wet well material? Is concrete acceptable?Mar-24-2021 The wet well material shall be concrete or fiberglass. Other materials may be
reviewed during the submittal review process.3
95 Mar-10-2021 Scope
Sheet GI5 indicates that each Crowder Control Panel is to include a
Platform VFD, Crowder VFD, PLC, Network Switch, and Radio. The
Crowder Control Panel Design on sheet 40I10 does not include any
of these devices. Please clarify the design intent for these control
panels.
Mar-24-2021 See answer to question 42.3
96 Mar-10-2021 Scope
P&ID sheet G-4 near the Adult Holding Raceways displays V-40.1 &
40.2 as motor operated valves with sizes to be unclear, assume 12”
butterfly. Sheet 40-I-1 & GI-3 for the instrumentation schedule
concur with sheet G-4. However sheet GM-3 for the Valve Schedule
displays valves 40.1 & 40.12 as 4” butterfly valves and V 40.2
through 40.11 as 6” butterfly valves all with 2” manual operator
nuts. Sheet 40-M-2 Raceway Plan and Details show valves 40.1-
40.12 as 4” butterfly valves without indication of manual or motor
operator. Please clarify the valve sizes and operators for valves 40.1
through 40.12
Mar-24-2021
V 40.1 - V 40.12 shown on GM-3 and 40 M 2 are correct and reference the 4"
isolation valves on the spray nozzle system.
On G-4, GI-3, 40 I 1, and 50 M 2 V-40.1 and V-40.2 shall be changed to V-50.31 and
V-50.32 respectfully. See answer to question 49 for final sizes.
Further, on Sheet 50M9, the three 4" diameter buried butterfly valves should
reference V-50.33, V-50.34, and V-50.35 in the valve schedule.
3
97 3/12//2021 Scope
Area 50 (Sheet 50 I 20) – SB-LCP panel – AVEVA – tcnd2U-19ac-LN2C
– Intouch panel PC: compact 19” has been discontinued. The
following are two option. Please advise.
a. A PC with a wonderware license
b. Modicon touchscreen ( may not be able to get bigger than 15”)
Mar-24-2021 Option A with equivalent size touchscreen.3
98 Mar-12-2021 Scope 2. Is the new intake structure in the exact same location as the
existing structure? Are the piles in the exact same locations? Mar-12-2021 The new structure is in the same general location as the old structure. The new
piles are not in the same location as the old piles,2
99 Mar-12-2021 Scope The type G aggregate underneath the asphalt is not defined in the
specifications. Please provide a gradation for this aggregate.Mar-24-2021 See Specification 02513 Section 2.1 Aggregate Base. 3
100 Mar-12-2021 Scope/Specifications
The specifications require an AISC certification for steel
manufacturers. Can this certification be waived for metal
fabrications?
Mar-24-2021 No, the certification can’t be waived.3
101 Mar-12-2021 Scope/Specifications
The Protective Coatings Spec lists epoxy in Mud Room walls and
concrete floors, and the room finish schedule list this as penetrating
sealer. Can you confirm which is correct?
Mar-24-2021 The finish schedule provided on GA-9 is correct for all areas.3
102 Mar-12-2012 Scope What areas are to receive penetrating concrete sealer and is there a
manufacture/ product specified?Mar-24-2021 Penetrating concrete sealer shall be used where noted on the GA-9 finish schedule.
Sikagard 740 W or similar can be used as penetrant sealer.3
103 Mar-12-2021 Scope
Facts/References:· Sheet G-4 for the P&ID shows valves V 60.9 as an
unknown size near the chiller (assumed in the chiller room), V 60.10
as a 6” butterfly assumed in the Incubation Room, and V 60.11 as a
8” butterfly assumed in the Incubation Room. · Sheet G-4 also
shows V 60.10 as being installed on a 6” CGW line where other
places it is called as an 8” such as sheet 60-M-2. · In contradiction to
G-4, Sheet 60-M-2 Section C shows valves V 60.9 as a 6” butterfly
valve and V 60.10 as an 8” butterfly valve in the Incubation Room. V
60.11 is not shown on this sheet. · Sheet GM-3 Valve Schedule lists
V 60.9 as an unknown size butterfly valve in the chiller room, V
60.10 as a 6” butterfly in the Incubation Room, and 60.11 as an 8”
butterfly in the Incubation Room. Please clarify the valve
locations, sizes, and system installations for valves 60.1 through
60.11
Mar-24-2021
V-60.1 thru V-60.3 AND V-60.5 thru V-60.7 are 4" diameter isolation and check
valves around P-60.1 and P-60.2 as shown on 60M4.
V-60.4 and V-60.9 are 4" isolation valves on the heat excanger as shown on GH8.
V-60.8 is a 4" valve located in the chiller room, just above key note 7 on 60M5.
V-60.10 and V-60.11 are meant to be the isolation/control valves for the chilled and
ambient ground water piping. V-60.10 is a 6" diameter valve on the CGW line, and V-
60.11 is a 8" diameter valve on the GW line. Change the callouts on 60M2 to reflect
this.
3
104 Mar-12-2021 Scope
Facts/References:· Sheet 60-M-5 Chiller Plan shows 6 pumps (P 60.1
thru 60.6).· Sheet GM-3 Pump Schedule only lists P 60.1 & P 60.2 for
the chiller, no other pumps which is contradiction to sheet 60-M-5.
Please clarify the number of pumps for the chiller system.
Mar-24-2021 All pumps shown on GH-8 are required. Schedules for P-60.3 thru P-60.6 are
provided on GH5. 3
105 Mar-12-2021 Scope Sheet 10E4 is a single line diagram for the Area 10 equipment. Can
similar single line diagrams be provided for the rest of the facility?Mar-24-2021 The single line diagram on 10 E 4 shows electric panels for the entire hatchery, not
just Area 10. See sheet GE 4 for panel schedules. 3
106 Mar-12-2021 Scope
Sheets 50I18 and 50I19 provide detailed VFD wiring diagrams for
BRAIL-50.1-VFD, FHT-50.1-VFD, MHT-50.1-VFD, and FBE-50.1-VFD.
Can motor sizes and similar wiring diagrams be provided for the
following VFDs:
• P-10.1 & P10.2 VFDs
• P-10.1 & P10.2 VFDs
• Crowder 1 - 6 Platform VFDs
• Crowder 1 - 6 Crowder VFDs
• Cross Crowder 1 - 2 Platform VFD
s • Cross Crowder 1 - 2 Crowder VFD
s • P-50.1, P50.2, P50.3 & P50.4 VFDs
• P-60.1 & P60.2 VFDs
Mar-24-2021
Drawing GM-3 provides sizes for all motors in question. The crowder motors and
VFD details shall be provided by the crowder system integrator/manufacturer. For
the remaining VFDs, see specification 16265 for VFD wiring and requirements.
3
107 Mar-12-2021 Scope Please provide water elevation and flow historical data at or nearby
the Oxbow intake structure.Mar-24-2021 See Addendum 03 - Attachment 04 - HEC RAS Model 3
108 Mar-12-2021 Permits
At the site visit, the Idaho Power Representative stated that the
permit for river intake construction had not yet been approved.
What is the status of the permit?
Mar-12-2021 Permit will be provided to contractor upon reciept. IPC is in the pre-application
phase.2
109 Mar-12-2021 Permits
At the site visit, the Idaho Power Representative stated that the
permit for river intake construction had not yet been approved. Will
the permit allow the contractor to install a cofferdam or place
temporary fill material into the river below the ordinary high water
line?
Mar-12-2021
IPC has not yet finalized the permit for this work. It is IPC's intent to apply for the
permit after the contractor has been selected and the permit application can be
adjusted based on the needs of the contractors.
2
110 Mar-16-2021 Bonds Is IPC requiring bid bonds for the Oxbow RFB? Mar-16-2021
Read Section III Requirements & Clarifications, D. Performanceand/or Payment
Bonds of the RFP document and Section 19 of the Project Construction Agreement
(last paragraph)
3
111 Mar-17-2021 Supplier
Refer to specification section 11425-5 2.5H. Manufacturers, or
equal: 1. Transco Industries, Portland, OR, 2. Con-Vey, Roseburg,
OR, 3. Jesse Co., Tacoma, WA. All three listed suppliers have
declined to bid the project. Some suppliers have commented that
they will have a hard time bidding due to the fact that there is no
completed design and they don't handle design. We have other
fabricators in mind but they may or may not meet your
requirements because the requirements are not listed.
- Please provide direction on how to proceed. (what suppliers will
be accepted)
- Will Idaho Power consider alternative designs for the fish handling
equipment? and how should we propose alternative designs?
Mar-24-2021
It is acceptalbe to use alternative manufacturers to those listed in the specifications.
The manufacturer shall have experience in manufacturing equipment of similar
complexity, size and to industrial standards. Alternative designs for the fish
handling equipment that represent significant departures from those described in
the Contract Documents are not acceptable. Minor variations that refine the
equipment will be considered and allowed as long as they represent improvements
and the intended function of the equipment remains intact.
3
112 Mar-17-2021 Supplier
Refer to Specification 05120 1.2 B "Steel fabricator: Minimum of 5
years'
experience in fabrication of structural steel and shall be certified
under AISC Quality Certification. & a. Use a professional engineer on
fabrication staff." We have reached out to several steel fabricators
who fabricate products for fish hatcheries and other similar
facilities. Many of them do not have AISC certifications. Could this
certification be waived for structural steel fabrication as long as the
drawings are reviewed and stamped by a professional engineer?
Mar-24-2021
The AISC Quality Certification cannot waived.
A professional engineer does not have to be on staff, but shall review and stamp
any contractor designed items.
3
113 Mar-17-2021 Specification
Refer to Specification 05120 1.3 A2a "Prepare Shop Drawings under
National Institute of Steel Detailing Quality Procedures Program
certification." Can this certification be waived?
Mar-24-2021 Yes, this requirement can be waived.3
114 Mar-19-2021 Specification
There is no acoustical panel ceiling or suspended metal grid
specification however it is a required finish on the architectural
drawings.
Mar-24-2021
The following product is provided as an acceptable standard of quality for acoustical
panel ceilings:
Armstrong "Cirrus" beveled tegular edge, 2'x2' on a 15/16" white grid. Tile color
white, item 584.
3
115 Mar-19-2021 Specification
Per 05500, 2.1, B, please define areas of the project that are
considered a 'corrosive environment' or 'humid environment' as this
drives the protective coating requirement. Please clarify where
protective coatings per 09910 will be required.
Mar-24-2021
The referenced paragraph applies to miscellaneous metalwork, and a "corrosive
environment" is defined as a location where the metalwork is submerged or has the
ability to be submerged during normal operations. This project does not have any
areas considered a "humid environment". We note that all structural steel shall be
coated per System (4) in Specification 09910.
3
116 Mar-12-2021
Specification
Irrigation Tank
a. Does the irrigation tank need to meet the AWWA D100 Potable
water tank code?
b. This tank does not show a sidewall many. For fabrication and
coating application this will need a 24” manway added. Please
confirm this is acceptable.
c. Is an interior ladder needed for access from the roof hatch?
d. On the exterior ladder, new OSHA regulations require ladders to
have a fall prevention system, such as a Miller Vi-Go or 3M DBI-Sala
Ladder Fall Prevention Cable System. Does this need to be included
with this tank and ladder assembly or just the OSHA Rated Fall-
Restraint Tie-Off Point on the Roof of the Tank?
e. Can we offer a 304SS Ladder, rather than the galvanized ladder
that the specifications call for? The 304SS Ladder construction is
actually more cost effective than a galvanized ladder.
Mar-29-2021
Irrigation Tank
a. AWWA Potable Water Code is not required for Irrigation Tanks
b. A side entry Manway is accepable
c. No interior Ladder is needed.
d. Please provide the fall protection as required.
e. 304SS Ladder is acceptable in place of Galvanized Ladder.
4
117 Mar-12-2021
Specification
The Polymer Valve Box that is between the Raceway channel (Detail 260
GC4 Section B referenced on 40- M 2) is not available in the size required,
and cannot be made this small. Please provide an alternate product or
for a case in place solution.
Mar-29-2021 Please provide an alternative to the Polymer Valve Box that is specified 4
118 Mar-12-2021
Specification
The sanitary sewer lift station shown on sheet 10 C 5 has no details in the
plans or specifications. Please provide sufficient information to price out
this scope of work, including: lift station dimensions, pump requirements
and mechanical design.
Mar-29-2021 See Specification 11076 provided in the Bid Documents 4
119 Mar-12-2021
Design
It is our understanding that for the flow required of the intake pumps, the
Hydraulic Institute recommends that a physical model study be
performed to show that the equipment will be able to reach their
designed flow. Has such a study been done? Will such a study be required
of the contractor?
Mar-29-2021 A Physical Model is not required 4
120 Mar-12-2021
Pump P-20.3 is incredibly low flow for the size and RPM, requiring
operation on an extreme point on a curve that is not recommended.
Would a smaller pump or higher RPM be acceptable? Both would be ideal
in order to provide a pump that can sustain long term operations.
Mar-29-2021 The 450 ft TDH is required to provide water to the irrigation tank above the Idaho Power
offices. The specified speed and flow characteristics may be adjusted somewhat to provide
a suitable pump selection, however final approval is dependent on the Engineer’s review of
the pump and system curves.
4
121 Mar-12-2021
A Geotech report is mentioned in multiple locations and needed to
meet the requirements for the intake structure. Has one been
performed? If not, will the contractor be required to perform one
or will Idaho Power?
a. Floor Type F1 calls for 4” compacted fill per the Geotech report,
please clarify if this is required.
b. Floor Type F1 calls out 95% compaction, but 92% compaction is
called out in other places. What are the site and under building
compaction requirements?
Mar-29-2021
A Geotech report was included in Addendum 01
a. 4" compacted fill is required for Floor Type F1.
b. 95% compaction is required for Floor Type F1
4
122 Mar-12-2021
The overhead door specification section, 08362, 2.2, G. calls
out guide angles and wall assemblies to be stainless steel. The table 2.4
calls out Ferrous Steel, shop coat primer and field paint for these same
pieces. Stainless steel is available, but at significant added cost, will
coated Ferrous Steel be acceptable?
Mar-29-2021 Coated Ferrous Steel or SS will be acceptable 4
123 Mar-12-2021
Concrete:
a. 03310-6, 2.4, D.) Fly Ash availability is currently very volatile, and
potentially limited it availability. Will the owner consider 15% fly ash
in lieu of 25% requirement? Will the owner consider slag in lieu of
fly ash? (also mentioned 03310-11, 2.9, B., 3.)
b. 03310-13, 3.1, A., 2.) Dry Shrinkage Tests – In our experience, field
testing for concrete shrinkage is inaccurate compared with lab
testing. Please allow lab testing at specified intervals.
03310-12, 2.13, B.,) Specified concrete discharges of 45 minutes to
60 minutes are not possible from currently operation plants, and do
not account for mixes containing admixtures used to control set
times. Please consider revising to allow 3 hour controlled set times.
d. 03310-13, 3.1, B., 3.) Alkili-Silica Reactivity Limitations – ASR
inhibitors and shrinkage reducing admixtures do not react well
together when combined over long periods of travel time, please
consider removing the requirement for ASR testing and ASR
inhibitor admixtures.
e. 03310-4, 1.4, C., 1.) Please specify concrete compression test
specimen intervals.
Mar-29-2021
Concrete:
a. Slag is acceptable in lieu of Fly Ash
b. Shrinkage testing is not required for field cure specimens. The shrinkage
limitations shall only be verified for trial batch, following requirements of ASTM
C157.
c.Delayed set additives such as Delvo are acceptable
d. The ASR requirements are not removed.
e. 1 set of cylanders per 100 CY, minimum of 1 set per pour
4
ID Task
Mode
Task Name Duration Start Finish
1 Oxbow Hatchery Renovation Anticipated Schedule 787 days Mon 11/9/20 Wed 11/15/23
2 Design Complete 1 day Tue 12/15/20 Tue 12/15/20
3 Permitting and Clearances 350 days Mon 11/9/20 Fri 3/11/22
4 RFB 155 days Mon 11/9/20 Fri 6/11/21
5 Bid Docs 145 days Mon 11/9/20 Fri 5/28/21
6 Bid Date 1 day Fri 5/28/21 Fri 5/28/21
7 Award Contract 1 day Fri 6/11/21 Fri 6/11/21
8 Pre‐Construction Tasks 310 days Thu 7/1/21 Wed 9/7/22
9 Value Engineering 50 days Thu 7/1/21 Wed 9/8/21
10 Submittals 300 days Thu 7/15/21 Wed 9/7/22
11 Gravel Production 150 days Mon 8/2/21 Fri 2/25/22
12 Preliminary Procurement 200 days Mon 8/2/21 Fri 5/6/22
13 Outages/Key Dates 381 days Mon 5/2/22 Mon 10/16/23
14 Well/Incubation Outage 55 days Mon 5/16/22 Fri 7/29/22
15 Intake/Ponds Outage 120 days Mon 5/2/22 Fri 10/14/22
16 Well/Incubation Outage 77 days Tue 11/1/22 Wed 2/15/23
17 Well/Incubation Outage 55 days Mon 5/15/23 Fri 7/28/23
18 Intake/Ponds Outage 76 days Mon 7/3/23 Mon 10/16/23
19 Anticipated Construction Window 456 days Tue 2/15/22 Wed 11/15/23
20 Mobilize 1 day Tue 2/15/22 Tue 2/15/22
21 Demo old Raceways (not ponds)30 days Tue 3/1/22 Mon 4/11/22
22 Civil and Yard Piping 414 days Tue 3/1/22 Fri 9/29/23
23 New Adult Holding Building 414 days Tue 3/1/22 Fri 9/29/23
24 Sorting and Spawning Building 414 days Tue 3/1/22 Fri 9/29/23
25 Warehouse Building 414 days Tue 3/1/22 Fri 9/29/23
26 Aeration Tower 414 days Tue 3/1/22 Fri 9/29/23
27 Chiller, Incubation, and Office Building 252 days Tue 3/1/22 Wed 2/15/23
28 Demo Existing Incubation 77 days Tue 11/1/22 Wed 2/15/23
29 *Chiller Commissioned Milestone 0 days Wed 2/15/23 Wed 2/15/23
30 Intake Structure Window 120 days Mon 5/2/22 Fri 10/14/22
31 Commission Intake 0 days Fri 10/14/22 Fri 10/14/22
32 Demo Adult Ponds (Early Start)66 days Mon 7/3/23 Mon 10/2/23
33 Finish Site Work 131 days Tue 5/2/23 Tue 10/31/23
34 Substantial Completion 0 days Mon 10/16/23 Mon 10/16/23
35 Final Completion 0 days Wed 11/15/23 Wed 11/15/23
Design Complete
Permitting and Clearances
Bid Docs
Bid Date
Award Contract
Value Engineering
Submittals
Gravel Production
Preliminary Procurement
Well/Incubation Outage
Intake/Ponds Outage
Well/Incubation Outage
Well/Incubation Outage
Intake/Ponds Outage
Mobilize
Demo old Raceways (not ponds)
Civil and Yard Piping
New Adult Holding Building
Sorting and Spawning Buildin
Warehouse Building
Aeration Tower
Chiller, Incubation, and Office Building
Demo Existing Incubation
2/15
Intake Structure Window
10/14
Demo Adult Ponds (Early Sta
Finish Site Work
10/16
11/15
O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A
20 Half 1, 2021 Half 2, 2021 Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023 Half 1, 2024 Half 2, 2
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Page 1
Project: Anticipated Constructio
Date: Tue 5/18/21
ID Task
Mode
Task Name Duration Start
1 Oxbow Hatchery Renovation Anticipated Schedule 787 days Mon 11/9/20
2 Design Complete 1 day Tue 12/15/20
3 Permitting and Clearances 350 days Mon 11/9/20
4 RFB 155 days Mon 11/9/20
5 Bid Docs 145 days Mon 11/9/20
6 Bid Date 1 day Fri 5/28/21
7 Award Contract 1 day Fri 6/11/21
8 Pre-Construction Tasks 310 days Thu 7/1/21
9 Value Engineering 50 days Thu 7/1/21
10 Submittals 300 days Thu 7/15/21
11 Gravel Production 150 days Mon 8/2/21
12 Preliminary Procurement 200 days Mon 8/2/21
13 Outages/Key Dates 381 days Mon 5/2/22
14 Well/Incubation Outage 55 days Mon 5/16/22
15 Intake/Ponds Outage 120 days Mon 5/2/22
16 Well/Incubation Outage 77 days Tue 11/1/22
17 Well/Incubation Outage 55 days Mon 5/15/23
18 Intake/Ponds Outage 76 days Mon 7/3/23
19 Anticipated Construction Window 456 days Tue 2/15/22
20 Mobilize 1 day Tue 2/15/22
21 Demo old Raceways (not ponds)30 days Tue 3/1/22
22 Civil and Yard Piping 414 days Tue 3/1/22
23 New Adult Holding Building 414 days Tue 3/1/22
24 Sorting and Spawning Building 414 days Tue 3/1/22
25 Warehouse Building 414 days Tue 3/1/22
26 Aeration Tower 414 days Tue 3/1/22
27 Chiller, Incubation, and Office Building 252 days Tue 3/1/22
28 Demo Existing Incubation 77 days Tue 11/1/22
29 *Chiller Commissioned Milestone 0 days Wed 2/15/23
30 Intake Structure Window 120 days Mon 5/2/22
31 Commission Intake 0 days Fri 10/14/22
32 Demo Adult Ponds (Early Start)66 days Mon 7/3/23
33 Finish Site Work 131 days Tue 5/2/23
34 Substantial Completion 0 days Mon 10/16/23
35 Final Completion 0 days Wed 11/15/23
Design Complete
Permitting and Clearances
Bid Docs
Bid Date
Award Contract
Value Engineering
Submittals
Gravel Production
Preliminary Procurement
Well/Incubation Outage
Intake/Ponds Outage
Well/Incubation Outage
Well/Incubation Outage
Intake/Ponds Outage
Mobilize
Demo old Raceways (not ponds)
Civil and Yard Piping
New Adult Holding Building
Sorting and Spawning Building
Warehouse Building
Aeration Tower
Chiller, Incubation, and Office Building
Demo Existing Incubation
2/15
Intake Structure Window
10/14
Demo Adult Ponds (Early Start)
Finish Site Work
10/16
11/15
O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A
Half 2, 2020 Half 1, 2021 Half 2, 2021 Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023 Half 1, 2024 Half 2, 2024
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Page 1
Project: Anticipated Constructio
Date: Wed 4/28/21
Oxbow Hatchery Renovation Construction Project
Page 1 of 1

ADDENDUM NO. 1
to the
Contract Documents
for the Oxbow Hatchery Renovation Construction Project

This Addendum, dated February 26, 2021, is for all persons preparing bids for the above referenced project and
as such, shall be made a part of the Contract Documents.

All changes, corrections, deletions, and/or additions to the initial bidding documents enumerated herein shall be
included in the Respondent’s Proposal. In case of any conflict between the Drawings, Specifications, and this
Addendum, this Addendum shall govern.

The Respondent shall acknowledge the receipt of this Addendum in the appropriate place on the Bid Schedule.
Failure to acknowledge the receipt of the Addendum will cause a Bid to be considered non-responsive.

See the following documents with upload date of 2/26/2021 that provided additional information/response to
submitted questions and pre-bid identification of buried communications line.

1. Oxbow Hatchery Renovation Project - Addendum 01 – Attachment 01 – Drawings and Specification
Modifications Narrative (zip file)
a. 10 C 9_Rev 1
b. 02455 Drilled and Cast Piles_Rev 1
2. Oxbow Hatchery Renovation Project - Addendum 01 – Attachment 02 – Construction Sequencing
3. Addendum 01 – Attachment 03 – Civil CAD Files (zip file)
4. Addendum 01 – Attachment 04 – Background Drawings (zip file)
a. Historical Utility Plan
b. Dorm Sanitary Sewer As-Built
c. 2013 Intake Structure Modifications
d. Owner Furnished Tee Screen
5. Addendum 01 – Attachment 05 – Oxbow Hatchery Renovation Project Schedule of Values v2 – 2-22-
2021

END OF ADDENDUM NO. 1

__________________________________________
Idaho Power Company
P.O. Box 70
Boise, ID 83707
CSF026 (5/16/2016) IPC
Independent Contractors Request for
Unescorted Physical or Electronic Access
Independent Contractor’s employees will not be permitted unescorted access to Idaho Power Company without the successful
passing in the previous 6 months of criminal background check, identity verification, drug test, and applicable training. Return
completed form to [e-mail] or fax to [phone].
CONTRACT WORKER INFORMATION
Date: Independent Contractor Company Name:
Contract Worker: First Name Middle Initial Last Name
Contract Worker has: Date Successfully Passed:
Successfully Passed Drug Test using criteria listed below
Successfully Passed Seven Year Criminal Background Check using criteria listed below
Successfully Passed Identity Verification using criteria listed below
By signing below Independent Contractor hereby warrants that all statements contained herein are true and correct.
Independent Contractor also hereby warrants that its employee has successfully passed a drug test, seven-year criminal
background check, and identity verification, utilizing provided criteria below or hereby requests an exception in the space
above. Independent Contractor agrees to update each request for access at least every six and a half years after the initial
request, for cause, or at the request of Idaho Power. Further, Independent Contractor agrees to indemnify and hold harmless
Idaho Power from and against any claim of damages and/or imposition of fines resulting from Independent Contractor’s
negligent and/or willful provision of false or inaccurate information on, or in relation to, this request. Independent Contractor
agrees to permit Idaho Power (with reasonable prior notice to Independent Contractor) to audit Independent Contractor’s
records and processes that support this certification.
Signature of Authorized Representative of Independent Contractor Date
Printed Name and Title of Authorized Representative of Independent Contractor
MINIMUM SCREENING CRITERIA – Must have been completed within the previous 6 months:
If Independent Contractor is requesting an exception to the Drug Test, Identify Verification, or the Criminal Background Check, please note reason for requested
exception. Exceptions must be requested for identified felony or misdemeanor convictions involving: (a) violence to persons/property, (b) theft or fraud, (c)
drug/alcohol, or (d) traffic/other. Independent Contractor shall not allow persons who have not met Idaho Power’s criteria to perform work, unless Independent
Contractor has received assent, in writing, from Idaho Power.
Drug Test Criteria:
Drug test shall be a five (5) Panel Drug Test, which should be recognizable at testing labs as a “SamHSA5 panel at 50NG – THC cut-off.”
Identity Verification:
Verify that the name, gender, birth date, and social security number all match up to each other.
Seven Year Criminal Background Check Criteria:
County Criminal — A search in all provided and developed (from SSN Trace) counties of residence, employment, and school attendance for previous 7 years
using all names provided and developed (from SSN Trace).
National Criminal Record Locator — Used to identify jurisdictions in which an applicant may have a criminal record or is a registered sex offender. This is a
search of a proprietary criminal database containing more than 400 million records. The records comprising the database are obtained from county, state,
and federal entities as well as incarceration and law enforcement records. In addition, the database includes OFAC lists, FBI Most Wanted, Fugitive Lists from
ten federal agencies (such as US Marshals, US Secret Service, US DEA), and fugitive lists from numerous state and local law enforcement agencies. This search
is a “locator” device designed to identify jurisdictions in which an applicant potentially has a criminal record or is a registered sexual offender. As employment
decisions should not be made based on this database information, a search will automatically be conducted in the originating jurisdiction if one or more
possible records are found. This locator searches records from the past 7 years using the applicant’s first name, last name, and date of birth.
[ ECP 027, Annex A, 2/6/2018]
IPC Change Order - LGL 034 (6/05/18) Page 1 of 1
IPC KIT No.: Change Order #
Effective Date of this
Change Order
Change Order Title Work Order Number
Agreement Title
Agreement Date Contractor
The Parties Agree To The Following:
DESCRIPTION OF CHANGE
MODIFIED EXHIBITS
No Modified Exhibits
Modified Exhibits attached and hereby incorporated into this Change Order include:
ADJUSTMENT TO CONTRACT PRICE ADJUSTMENT TO CONTRACT TIME
Adjustment to the Contract Price for this Change Order is as follows:
No adjustment to the Contract Price. (Option 1)
By unit prices pursuant to General Conditions GC-17.3.a. The units and
quantities are described in “Description” above. The new total Unit Price
Estimate is $ . The new total Unit Price Estimate amount may not be
exceeded by Contractor without the prior written approval of IPC. The new
Unit Price Estimate including this Change Order is $ . (Option 2)
By fixed lump sum pursuant to General Conditions GC-17.3.b. The fixed lump
sum dollar adjustment to the Contract Price is $ . The new lump sum
amount including this Change Order is $ . (Option 3)
Updated total Contract Price (this amount includes this Change Order
and all other fully executed Change Orders): $ .
Adjustment to the Approved Schedule for this Change Order is
in accordance with General Conditions section GC-8, “Time
and Order of Completion” and is as follows:
The Approved Schedule remains unchanged (no change to
Contract Time, Guaranteed Substantial Completion Date,
and/or Final Completion, phased or interim completion
dates).
The Approved Schedule, Contract Time, Milestone Dates,
Phased Completion, Guaranteed Substantial Completion
Date, and/or Final Completion Date is adjusted as follows:
Except as provided in this Change Order, all terms and conditions of the Contract Documents, as amended from time to time, remain unchanged.
Prepared By:
Accepted By: , Contractor
Contractor’s Signature
Title
Approved by , IPAR
Approved by , IPC
Idaho Power Company Signature
Title
IPC Conditional Waiver & Release Upon Progress Payment LGL 125 (3/9/16)
Page 1 of 1
CONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT
Upon receipt by the undersigned of payment (either in the form of a check, wire transfer, ACH deposit or
other tender, i.e., “Progress Payment”) from Idaho Power Company in the sum of $ and made
payable to (“Contractor”), and upon acceptance
of the Progress Payment by Contractor, either upon completion of the wire transfer or ACH deposit or
when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this
document shall become effective to release and Contractor shall be deemed to waive and release any notice
of any mechanic’s lien, materialman’s lien, construction lien, design professional’s lien, or similar lien, any
stop notice or bonded stop notice, or any bond right or claim the undersigned has on the job of Idaho
Power Company located at:
(Project Description and Location)
to the extent described in this document. This release covers the final payment for labor, services,
equipment, or materials furnished by Contractor to the job of Idaho Power Company referenced above
through only and does not cover any retention retained before or after the release date;
extras furnished before the release date for which payment has not been received; extras or items
furnished after the release date. Rights based upon work performed or items furnished under a written
change order which has been fully executed by the parties prior to the release date are covered by this
release unless specifically reserved by the claimant in this release. This release of any mechanic’s,
materialman’s, construction, design professional’s, or similar lien, stop notice or bonded stop notice, or
bond right or claim shall not otherwise affect the contract rights, including rights between parties to the
contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to
recover compensation for furnished labor, services, equipment or material that was not compensated by
the Progress Payment. Before any recipient of this document relies on it, said party should verify evidence
of payment to the undersigned.
Dated this day of , 20 .
CONTRACTOR
By
IPC KIT #:
IPC Asset Suite No.:
(Amount Paid)
(Contractor Name)
[ ECP 027, Annex A, 2/6/2018]
CID #54326 Certificate of Substantial Completion LGL 153 (2/5/18)
Page 1 of 1
White – Contract File Yellow – Project Leader Pink – Contractor
Certificate of Substantial Completion
Work Order:

Project Description:

Project Leader:

Construction Manager:

Engineer/Designer:

Inspector:

Contractor:

Contractor Foreman:

1. This Certificate of Substantial Completion (“Certificate”) applies to:
All Work
OR
The following Milestones:
2. Idaho Power Company (IPC) and Contractor inspected the Work subject to this Certificate (as stated in Section 1
above) and IPC confirms that Contractor achieved Substantial Completion on:
3. A preliminary list of items to be completed or corrected by Contractor prior to the Final Completion Date is attached
hereto and incorporated by this reference (“Punch List”). The Punch List may not be
all-inclusive, and the failure to include an item does not alter the responsibility of Contractor to complete all the
Work in accordance with the Contract Documents.
4. In accordance with the Special Conditions (Exhibit C to the Agreement):
As-Built Documentation reflecting all deviations from the original documentation was submitted on:
OR

As-Built Documentation reflecting all deviations from the original documentation shall be provided upon Final
Completion of the Work.
This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a waiver
of any of Contractor’s obligations as set forth in the Contract Documents.
Contractor certifies Substantial Completion:

Contractor’s Authorized Representative Signature By (Print Name) Date Certified
Idaho Power Company accepts this Certificate of Substantial Completion:

IPAR Signature By (Print Name) Date Accepted

CID# 56230 Notice of Final Completion LGL 160 (2/5/18)

White – Contract File Yellow – Project Leader Pink – Contractor
Notice of Final Completion
KIT #

Project Description:

Idaho Power Authorized Representative:

Contractor:

Pursuant to Section 21 of the General Conditions for Construction Services, Contractor certifies to IPC as follows:
Required
Substantial Completion has occurred; and
All Punch List Items, site clean-up, and Restoration have been completed; and
All applicable Record Documents have been provided to, and to Contractor’s knowledge accepted by, IPC; and
Contractor has delivered to IPC a final certificate of occupancy and all other governmental approvals necessary for
IPC to occupy or utilize the Work or designated portion thereof for its intended purpose; and
If Applicable
Contractor has provided IPC with four copies of Operations and Maintenance manuals
Contactor has returned to IPC all IPC property (including, but not limited to, keys and access badges/cards); and
Contractor has completed all Work and other actions set forth in Change Orders.
As-Built Documentation reflecting all deviations from the original documentation.
The date upon which Contractor completed all Work was:

Authorized Contractor Signature By (PRINT NAME) Date Certified
Idaho Power Company accepts this Notice of Final Completion
Idaho Power Company does NOT accept this Notice of Final Completion
Noted
Deficiencies:

Upon resolution of the deficiencies noted above, Contractor shall resubmit the Notice of Final Completion.

Authorized IPC Signature By (PRINT NAME) Date
(DATE OF FINAL COMPLETION)

IPC Conditional Waiver & Release Upon Final Payment LGL 036 (3/9/2016)
Page 1 of 1
CONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT
Upon receipt by the undersigned of payment (either in the form of a check, wire transfer, ACH deposit or
other tender, i.e., “Final Payment”) from Idaho Power Company in the sum of $ and made payable
to (“Contractor”), and upon acceptance of the Final
Payment by Contractor, either upon completion of the wire transfer or ACH deposit or when the check has
been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become
effective to release and the undersigned shall be deemed to waive and release any notice of any mechanic’s
lien, materialman’s lien, construction lien, design professional’s lien, or similar lien, any stop notice or
bonded stop notice, or any bond right or claim the undersigned has on the job of Idaho Power Company
located at:
(Project Description and Location)
to the extent described in this document. This release covers the Final Payment for labor, services,
equipment, or materials furnished by Contractor to the job of Idaho Power Company referenced above and
does not cover Disputed Claims listed below, if any. Rights based upon work performed or items furnished
under a written change order which has been fully executed by the parties prior to the release date are
covered by this release unless specifically reserved by the claimant in this release. This release of any
mechanic’s, materialman’s, construction, design professional’s, or similar lien, stop notice or bonded stop
notice, or bond right or claim shall not otherwise affect the contract rights, including rights between parties
to the contract based upon a rescission, abandonment, or breach of the contract. Before any recipient of
this document relies on it, the recipient should verify evidence of payment to the undersigned. Contractor
represents and covenants, and will take all actions necessary to terminate any claim of a lien filed at any
county recorder’s office elsewhere, that it has already paid or will use the money received from the Final
Payment promptly to pay in full all laborers, subcontractors, materialmen, and suppliers for all work,
services, materials, or equipment that are the subject of this waiver and release.
DISPUTED CLAIMS: The following invoices, applications for payment, retention, or change orders are
reserved by Idaho Power Company from this Final Payment (be specific):
Dated this day of , 20 .
CONTRACTOR
By
IPC KIT #:
IPC Asset Suite No.:
(Amount Paid)
(Contractor Name)
[ ECP 027, Annex A, 2/6/2018]
Annex A - Form of Incident Investigation Report
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
WHAT
happened?
Provide a factual, chonological description of the incident:
Job Name:Location of job where incident occurred:
Job Address:City:State, Zip:
Date of Incident:Time of Incident:
Time Reported to IPC:Whom did you contact at IPC:
Corrective
Action Taken
Explain actions you have taken or plan to take to prevent similar incidents (include the date actions were taken or will be taken):
Injury/Damage
List any injuries and/or damages resulting from the incident:
Supervisor:Occupation/Job Title:Date:
Project Manager:Occupation/Job Title:Date:
Safety Manager:Occupation/Job Title:Date:
Signatures
WHO was
Involved?
WHERE did it
happen?
WHEN did it
happen?
[ ECP 027, Annex A, 2/6/2018]
Exhibit A
General Conditions For Construction Services

TABLE OF CONTENTS
GC-1 DEFINITIONS ............................................................................................................................................. 2
GC-2 IPC’S AUTHORIZED REPRESENTATIVE............................................................................................... 5
GC-3 CONTRACTOR’S AUTHORIZED REPRESENTATIVE .......................................................................... 6
GC-4 IPC’S RESPONSIBILITIES ........................................................................................................................ 6
GC-5 CONTRACTOR’S RESPONSIBILITY ....................................................................................................... 6
GC-6 CONTRACTOR INFORMED AS TO CONDITIONS .............................................................................. 10
GC-7 INTERPRETATION AND MODIFICATION OF CONTRACT DOCUMENTS .................................... 11
GC-8 TIME AND ORDER OF COMPLETION .................................................................................................. 12
GC-9 SCHEDULE OF VALUES OR PROGRESS PAYMENT SCHEDULE ..................................................... 13
GC-10 UNIT PRICE WORK AND ESTIMATED QUANTITIES ....................................................................... 14
GC-11 SUBMITTALS............................................................................................................................................ 14
GC-12 PRODUCT SUBSTITUTION ................................................................................................................... 16
GC-13 INSPECTION, COVERED WORK, DEFECTIVE WORK, AND RIGHT OF ACCESS ......................... 17
GC-14 IPC SUSPENSION OF WORK .................................................................................................................. 18
GC-15 DELAY AND DELAY CLAIMS ................................................................................................................. 18
GC-16 ADDITIONAL WORK .............................................................................................................................. 20
GC-17 CLAIMS FOR ADDITIONAL WORK ...................................................................................................... 20
GC-18 DISPUTE RESOLUTION .......................................................................................................................... 22
GC-19 RETAINAGE AND PROGRESS PAYMENTS ......................................................................................... 22
GC-20 SUBSTANTIAL COMPLETION ............................................................................................................... 24
GC-21 FINAL COMPLETION .............................................................................................................................. 25
GC-22 FINAL PAYMENT ..................................................................................................................................... 26
GC-23 WARRANTY OF TITLE/ RISK OF LOSS/WARRANTY OF WORKMANSHIP AND QUALITY .... 26
GC-24 COLLATERAL WORK .............................................................................................................................. 28
GC-25 REGULATIONS AND PERMITS ............................................................................................................. 28
GC-26 EASEMENT AGREEMENTS .................................................................................................................... 29
GC-27 UNDERGROUND UTILITIES .................................................................................................................. 29
GC-28 INFRINGEMENT OF INTELLECTUAL PROPERTY RIGHTS; LICENSES......................................... 29
GC-29 REMOVAL OF EQUIPMENT ................................................................................................................... 29
GC-30 ASSIGNMENT OF CONTRACT ............................................................................................................... 29
GC-31 IPC’S RIGHT TO TERMINATION FOR CONVENIENCE ..................................................................... 30
GC-32 IPC’S RIGHT TO TERMINATE THE AGREEMENT FOR CAUSE ...................................................... 30
GC-33 HAZARDOUS MATERIALS, ARTIFACTS, WETLAND CONDITIONS, AND MATERIALS
BROUGHT TO WORK SITE ........................................................................................................................................ 32
GC-34 CONTRACTOR’S RECORD...................................................................................................................... 33
GC-35 DATA SECURITY AND PROTECTION AND SECURITY SCREENING REQUIREMENTS.............. 33
GC-36 EDISON ELECTRIC INSTITUTE/OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PARTNERSHIP BEST PRACTICES FOR UTILITY CONTRACTORS RULES ....................................................... 37

General Conditions for Construction Services LGL 139 (6/1/2020)
Page 2 of 37
General Conditions for Construction Services
GC-1 DEFINITIONS
GC-1.1 The definitions set forth below apply to all of the Contract Documents and are expressly
incorporated into the same by this reference:
“Access Roads” mean all roads which are used to gain access to the Work. “Access Roads” are in three
categories:
1. Existing roads to the Work that do not need to be improved.
2. Existing roads to the Work that must be improved.
3. Roads that are to be constructed as part of the Work.
“Addenda” means written or graphic instruments issued by IPC prior to the opening of bids and the
execution of the Agreement that clarify, correct, or modify the bidding and performance requirements
or the bidding documents by additions, deletions, clarifications, or corrections.
“Additional Work” means labor, services, materials, equipment, transportation, tools, or facilities
requested by IPC in writing, outside the original scope of Work, not inferable as within the Project,
and not included in the Contract Documents. Where the context requires, the term “Additional Work”
may also mean a modification that results in a reduction or deletion in Work.
“Application for Progress Payment” is defined in Section GC -19.2 of these General Conditions for
Construction Services (“General Conditions”).
“Approved Schedule” means all critical and interim progress dates, as set forth in the Agreement and
Contract Documents associated with Contractor’s performance of the Work. The Approved Schedule
includes all Milestone Dates (if applicable) and other critical dates, from Commencement Date to Final
Completion Date.
“Approved,” “Considered Necessary,” “Acceptable,” “Satisfactory,” or words of like import, mean
approved or considered necessary by, acceptable, or satisfactory to IPC’s Authorized Representative,
unless another meaning is plainly intended.
“Certificate of Substantial Completion” is defined in Section GC -20 of these General Conditions.
“Change Order” means a written agreement between IPC and Contractor that affects the Work, and
may affect the Guaranteed Substantial Completion Date, Approved Schedule, the Contract Price, and
such other terms of the Contract Documents as are agreed upon by the Parties.
“Collateral Work” means work being carried out by IPC through separate contractors or con sultants,
IPC’s employees, or agents that may be at or near the Work site.
“Commencement Date” means the date Contractor commences the Work as specified by IPC or, if no
Commencement Date is specified, as promptly as practicable following the Effective Dat e of the
Agreement.
“Construction Roads” mean all roads improved or constructed for the convenience of or to
accommodate Contractor but are not a part of the Work.
“Contractor’s Authorized Representative” means a designated representative authorized to act with
full authority for Contractor. Contractor agrees to appoint a competent and qualified representative
and shall grant such representative authority to make binding and enforceable decisions for
Contractor. Contractor shall inform IPC in writing of the name, address, and telephone number of such
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 3 of 37
representative. IPC shall have the right to approve or reject Contractor’s Authorized Representative.
Contractor’s Authorized Representative shall not be changed without advance written notice to IPC
and approval of the replacement by IPC.
“Contract Documents” are defined in the Agreement, but shall in no event include submittals or
subsurface information. In case of any inconsistency, conflict or ambiguity among the Contract
Documents, Contractor shall promptly notify IPC of the inconsistency, conflict, or ambiguity and IPC
will provide written clarification of IPC’s intended meaning.
“Contract Price” means the amount set forth in the Agreement as total compensation payable to
Contractor for the Work upon its full, timely, and satisfactory completion of the Work and Project, as
that amount may be amended from time to time by Change Order, as provided in the Contract
Documents.
“Contract Time” means the period of time between the Commencement Date and Final Completion
Date as set forth in the Agreement.
“Date of Final Completion” is defined in Section GC-21 of these General Conditions.
“Day” or “day” means calendar day, unless otherwise specified.
“Delay Claims” mean claims by Contractor for additional time made under Section GC-15 of these
General Conditions.
“Delay Liquidated Damages” mean the liquidated damages payable pursuant to the Agreement by
Contractor to IPC in the event of failure to attain Substantial Completion of the Work by the
Guaranteed Substantial Completion Date.
“Directive” means a written statement issued by IPC, directing performance of Additional Work prior
to any agreement or adjustment in Contract Price or Contract Time. A Directive shall propose whether
and to what extent the Contract Price or Contract Time should be adjusted. A Change Order will be
issued to change the Contract Documents.
“Drawings” mean, collectively, all maps, plans, or drawings and any such supplementary drawings as
IPC may issue from time to time.
“Elevation” and the figures or values in reference thereto, or an abbreviation thereof, mean the
elevation relative to United States Geological Survey Sea Level Datum, as represented by various
bench marks in the vicinity of the Work, or shall mean the elevation relative t o the arbitrary datum
plane fixed by IPC for the particular Work.
“Engineer of Record” or “Engineer” means the person or firm that developed the Drawings and
Technical Specifications. The Engineer reports to IPC.
“Float” means the number of days by which a n activity on the Approved Schedule may be delayed
from its earliest start date without necessarily extending the Guaranteed Substantial Completion Date.
“Final Completion” is defined in Section GC-21.2 of these General Conditions.
“Final Completion Date” means the date set forth in the Agreement by which the Contractor must
achieve Final Completion of the Work.
“Force Majeure Event” means an event or circumstance that causes a breach, default, or delay in the
performance of obligations under the Contract Documents, where such event involves a fire, flood,
earthquake, atypical elements of nature, riots, civil disorders, rebellions or revolutions in any country,
changes in governmental rules, laws, regulations, ordinances, permits, or licenses, relating to the Work,
or any other cause beyond the reasonable control of the Party claiming such Force Majeure Event;
provided, a Force Majeure Event claimed by Contractor requires that (i) Contractor and its
Subcontractors are without fault in causing such breach, default, or delay, and (ii) such breach, default,
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 4 of 37
or delay could not have been anticipated or prevented by reasonable precautions and cannot
reasonably be circumvented by Contractor or its Subcontractors through the use of alternate sources,
work around plans, or other means, and (iii) Contractor has complied with the Notice of Delay
provisions in Section 15 of these General Conditions. For purposes of clarity, late performance of
services or late delivery of goods by Subcontractors, suppliers, or vendors shall not constitute a Force
Majeure Event nor form the basis for limiting any liquidated damag es payable in connection with the
Contract Documents.
“Guaranteed Substantial Completion Date” means the date set forth in the Agreement by which the
Contractor must achieve Substantial Completion of the Work.
“Hazardous Material” means any substance or ma terial identified now or in the future as hazardous
under any federal, state, or local law or regulation, or any other substance or material that may be
considered hazardous or otherwise subject to statutory or regulatory requirement governing
handling disposal and/or cleanup.
“IPC’s Authorized Representative” or “IPAR” means the person designated in writing by IPC from time
to time to act on its behalf.
“IPC Data” is defined in Section 26 of the Agreement.
“Milestone Date(s)” means the interim completion dates set forth in the Agreement by which
Contractor must achieve the Milestones described in the Special Conditions (Exhibit C to the
Agreement).
“Milestone(s)” means the interim Work, as described in the Special Conditions (Exhibit C to the
Agreement), that Contractor must complete to meet the Milestone Dates.
“Notice of Final Completion” means the document Contractor gives to IPC stating that Contractor has
determined that Final Completion of the Work and the Project has occurred, as set forth in Section GC-
21.1 of these General Conditions.
“Owner” means IPC.
“Progress Payment Schedule” is defined in Section GC-9 of these General Conditions.
“Project” means the total construction, the final intended improvement, or other final result, of which
the Work to be performed under the Contract Documents may be the whole, or a part, as set forth in
the Agreement.
“Punch List” means the document, prepared by Contractor and IPC in accordance with Section GC-20.2
of these General Conditions detailing the Punch List Items.
“Punch List Items” mean those outstanding items required to complete the Work that, in the
reasonable judgment of IPC, do not affect the operability, safety, or mechanical or electrical integrity
of the Work or Project. The Punch List Items shall be completed by Contractor prior to Final
Completion of the Work, but the failure to complete the Punch List Items shall not prevent the Project
from being ready for commercial operations at the full rated output in a safe and continuous manner
and in accordance with all laws and permits.
“Record Documents” means all redlined drawings, as -built drawings, samples, Shop Drawings,
operation and maintenance manuals, performance curves, warranties, keys, certifications, submittals,
and other Project data associated with construction.
“Request For Information” is the Contractor’s form for requesting information as it pertains to the
Drawings or Technical Specifications during construction.
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 5 of 37
Restoration” or “Restore” means to remove all waste or excess construction materials; clean up and
dispose all brush, trees, and debris; grade and reseed all disturbed areas; and repair and replacement
of any and all property damage caused by Contractor.
“Safety Program” is defined in Section GC-5.4 of these General Conditions.
“Samples” mean physical examples which illustrate materials, equipment or workmanship and
establish standards by which the Work will be judged.
“Schedule of Submittals” means the detailed timeline for performance of the submittal activities on
the Project.
“Schedule of Values” is defined in Section GC-9 of these General Conditions.
“Shop Drawings” mean all Drawings, diagrams, illustrations, schedules, and other data or information
that are specifically prepared or assembl ed by or for Contractor and submitted by Contractor to
illustrate some portion of the Work.
“Specifications”, or “Technical Specifications” mean, collectively, all terms and requirements
pertaining to the Work and any amendments, revisions, deductions or a dditions thereto, and all
written agreements made or to be made, pertaining to the Work or to the quantities and qualities of
labor, materials, or equipment to be constructed, installed, or furnished by Contractor.
“Subcontractor” means a person or entity that performs or furnishes any portion of the Work for
Contractor or Subcontractor, at any and all tiers. The term Subcontractor does not include the
Engineer or any separate contractor employed by IPC. The term Subcontractor does include, without
limitation, contractors, consultants, and material suppliers.
“Substantial Completion” is defined in Section GC-20.1 of these General Conditions.
“Unit Price Work” means Work in which all or a part of the Contract Price is based upon agreed unit
prices set forth in a Schedule of Unit Prices.
“Warranty Notice” is defined in Section GC-23 of these General Conditions.
“Warranty Period” is defined in Section GC-23 of these General Conditions.
“Work” means all materials, equipment, labor, engineering, and services described in the Contract
Documents and incidental to or reasonably inferred to be necessary for the full and satisfactory
completion of the Project consistent with IPC’s intended results.
“Work Clarification” means IPC’s form for resolving additi onal information requests, clarifying
conflicting information, issuing Additional Work, or interpreting discrepancies found during
construction. The Work Clarification may or may not result in a Change Order.
“Work site” means the geographical area in and around which the Work is to be performed, and the
ingress and egress thereto.
GC-1.2 Prior to taking action on any term(s) which is ambiguous, unclear, conflicting, or not otherwise
defined in the Contract Documents, Contractor agrees to refer such term(s) to IPC for interpretation.
GC-2 IPC’S AUTHORIZED REPRESENTATIVE
GC-2.1 IPC shall furnish an IPAR to act on behalf of IPC under this Agreement.
GC-2.2 IPC or the IPAR may observe Contractor’s Work in progress, perform field checks of materials and
equipment to certify performance of Work for purposes of authorizing payment and completion, or
perform such other functions as IPC deems advisable. Such observations shall not be construed to
create an obligation on the part of IPC to make on-site observations to check the quantity or quality
of the Work. IPC shall neither have control over or charge of, nor be responsible for, the construction
means, methods, techniques, sequences or procedures, or for the safety precautions and programs in
General Conditions for Construction Services LGL 139 (6/1/2020)
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connection with the Work, since these are solely the Contractor’s responsibilities under the Contract
Documents.
GC-2.3 IPC, by and through the IPAR, reserves the right to stop Work, request the removal of an employee,
agent, or representative of Contractor from the Work site, or take such other action the IPAR deems
reasonable in the event the IPAR observes a potentially life threatening or otherwise dangerous
situation. IPC or the IPAR may also stop Work if the person sought to be removed poses a danger to
himself, others or to property, as judged by the IPAR. Delay caused by IPC’s exercise of this right shall
not be the basis for a claim for additional compensation from Contractor, based on Section GC-15
relating to Delay Claims, or otherwise, and Contractor shall bear all costs and expenses of catch- up
work required to put the Work in compliance with the Approved Schedule when Work resumes after
being stopped in accordance with this Section.
GC-2.4 None of the IPAR’s assistants or agents shall have the authority to waive on behalf of IPC any of the
obligations of Contractor. Waiver of any obligation may only be accomplished in writing, with the
signatures of Contractor and IPC.
GC-3 CONTRACTOR’S AUTHORIZED REPRESENTATIVE
GC-3.1 Contractor shall provide a Contractor’s Authorized Representative having competent on -site
supervision during any and all construction activities by the forces of Contractor or Subcontractors.
Contractor’s Authorized Representative shall be the single point of contact with IP C. Contractor’s
Authorized Representative shall be identified in the Agreement, and at a minimum be on-site from the
Commencement Date to the Date of Final Completion. The Contractor’s Authorized Representative
shall be authorized to act on Contractor’s behalf with respect to the Work. If Contractor desires to
change the person serving as Contractor’s Authorized Representative, IPC reserves the right, within
its sole and reasonable discretion, to deny Contractor’s selected replacement of the Contractor’s
Authorized Representative. IPC shall have the right to approve the person proposed to replace the
Contractor’s Authorized Representative.
GC-3.2 Contractor’s Authorized Representative shall be responsible for administration of the day -to-day
operation of the Project and the Work site safety for Subcontractors, Contractor, Contractor’s agents
and employees, all workers, vendors, and members of the public.
GC-3.3 Contractor’s Authorized Representative shall give personal attention constantly to t he faithful
prosecution of the Work, and shall be present in person on the site of the Work continually during its
progress.
GC-4 IPC’S RESPONSIBILITIES
GC-4.1 IPC shall furnish the data and documents required of IPC under the Contract Documents.
Contractor shall make requests for such data and documents so as to allow IPC reasonable time to
respond without delaying the performance of the Work.
GC-4.2 IPC shall make undisputed payments to Contractor when they are due as set forth in Section GC -
19 and the Contract Documents.
GC-4.3 IPC shall perform construction inspections, tests, and approvals as set forth in Section GC -13.
GC-4.4 IPC shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incidental thereto, or for any failure of Contractor to comply with the laws and
regulations applicable to the performance of the Work. IPC shall not be responsible for Contractor’s
failure to perform the Work in accordance with the Contract Documents.
GC-5 CONTRACTOR’S RESPONSIBILITY
GC-5.1 Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such
attention thereto and applying such skills and expertise as may be necessary to perform the Work in
General Conditions for Construction Services LGL 139 (6/1/2020)
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accordance with the Contract Documents. Contractor shall be solely responsible for the means,
methods, techniques, sequences, and procedures of construction.
GC-5.2 Subcontractors.
GC-5.2.1 Contractor may cause any part of the Work to be performed by a Subcontractor; provided
however that Contractor shall require, by written agreement, Subcontractors and its officers,
agents and employees to be bound by the provisions of the Contra ct Documents in all respects
and assume toward the Contractor all of the obligations and responsibilities that Contractor, by
this Agreement, assumes toward IPC. Contractor shall require Subcontractors to enter into
similar written agreements with its Subcontractors. Each such agreement shall preserve and
protect the rights of IPC under this Agreement with respect to the Work to be performed by the
Subcontractor, so that Contractor’s subcontracting or otherwise delegating thereof will not
prejudice such rights. Contractor shall not, in any manner thereby, be discharged from its
obligations and liabilities hereunder, but shall be liable and responsible for all acts, omissions,
and negligence of any Subcontractor, and their officers, agents, and employees. Con tractor and
its Subcontractors shall comply at all times with FAR 52 -219-8, Utilization of Small Business
Concerns. Idaho Power reserves the right, within its sole and reasonable discretion, to deny
Contractor’s use of any Subcontractor. Upon request of IPC, copies of all subcontracts shall be
furnished to IPC and the IPAR.
GC-5.3 Contractor’s Responsibility for Work and Safety.
GC-5.3.1 Notwithstanding any provision in the Contract Documents to the contrary, Contractor shall
at all times be responsible for, and shall not be relieved of, its obligations to secure the quality of
Work, the safe conduct of the Work and safety of the Work site, and the rate of progress required
by the Contract Documents. Contractor alone shall be and remain solely liable and responsible
for the means, methods, techniques, procedures or sequences selected by Contractor and
Subcontractor, for safety precautions and programs incident to the Work in progress, and for
any failure of Contractor and Subcontractor to compl y with safety laws and regulations
applicable to the Work.
GC-5.4 Protection of Workers and Others.
GC-5.4.1 Contractor shall be solely and completely responsible for the training of its employees and
the conditions of the Work site, including without limitation, the safety of all persons and
property during the performance of the Work. This requirement will apply continuously and will
not be limited to normal working hours. Contractor shall be responsible to:
a. Develop a safety program applicable to all construction phases of the Project (“Safety
Program”). The Safety Program shall require all of the employees and agents of Contractor
and all Subcontractors to comply with federal, Occupational Safety and Health
Administration (“OSHA”), state and local saf ety and health laws and regulations, relating to
work safety and health. In any situation where any law or regulation is in conflict with any
other law or regulation, Contractor and Subcontractor shall follow the most stringent
requirements.
b. Assure that all employees and agents of Contractor and Subcontractors are informed of the
applicable provisions of the Safety Program.
c. Provide designated safety personnel at the Work site whose responsibilities shall include:
i) Regular inspection of the Work site for compliance with federal, OSHA, state and local
safety and health laws and regulations relating to work safety and health.
ii) Maintenance of a detailed written record evidencing the conduct of inspections of the
Work site, the detection of acts or practices by employees or agents of Contractor or
Subcontractor that are not in compliance with the Safety Program or applicable law, and
General Conditions for Construction Services LGL 139 (6/1/2020)
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the corrective action taken by Contractor to maintain compliance with the Safety
Program and applicable law.
iii) Conducting weekly meetings with employees and agents of Contractor and
Subcontractor to discuss matters related to the Safety Program and compliance
therewith.
iv) Implementation and adherence to the Safety Program, including without limitation the
undertaking of corrective action to maintain adherence to the Safety Program and
applicable law.
d. Provide personal protective equipment (“PPE”) for all employees and agents of Contractor
and all Subcontractors, as required by OSHA.
e. Immediately report to IPC all incidents, including without limitation, accidents, injuries and
all incidents involving the public or other utilities, arising out of or in connection with the
Work. Additionally, within 48 hours of the incident, Contractor shall provide to IPC a written
incident investigation report in substantially the same form included in Annex A to the
Agreement or, if no form is included in Annex A, then in a form acceptable to IPC.
GC-5.4.2 If IPC observes and is aware of a practice or condition which poses an immediate thre at of
personal injury or harm at the Work site, IPC will direct Contractor to immediately eliminate
such practice or condition. Contractor shall cease all activities to the extent necessary to avoid
the risk of imminent harm or injury at the Work site.
GC-5.4.3 None of the rights retained by IPC as herein specified shall be interpreted to, nor shall create
any obligation on the part of IPC to conduct Work site safety inspections, or to otherwise develop
or implement a Work site Safety Program or practices, or assume any responsibility for safe
conditions of the Work site, the same being the sole and exclusive responsibility of Contractor.
GC-5.5 Contractor’s Employees.
GC-5.5.1 Contractor shall immediately remove from the Work and the Work site, any person who is,
may be, or appears to be, creating any unsafe condition, disorder or disruption, or who is
disposed to be disorderly, or who is not skilled or competent to perform the Work, and such
person shall not thereafter be permitted on the Work site.
GC-5.5.2 Contractor acknowledges and agrees that certain portions of the Work may be specialized
work appropriate for workers skilled not only in the general trade but also for workers who have
specialized expertise in the particular line of Work required . Contractor agrees that such Work
shall be performed by workers who are skilled and specialized in the Work to which they are
assigned. Contractor is solely responsible for making sure that all of its employees and workers
have been adequately trained for the Work to which they are assigned. Upon request by IPC,
Contractor shall provide evidence of required licenses and certifications.
GC-5.5.3 None of the Contractor’s superintendents, supervisors, or engineers may be withdrawn from
the Work without Contractor providing due written notice to IPAR; provided, however, that no
such withdrawal shall be made if it will jeopardize successful completion of the Work.
GC-5.6 Provisions Relating To Labor and Rates of Wages.
GC-5.6.1 Contractor shall be responsible for maintaining labor relations policies and procedures in
such a manner as to reasonably provide harmony among workers, and shall invoke National
Labor Relations Board procedures for the resolution of jurisdictional disputes when available
and appropriate. Contractor shall cooperate and require its Subcontractors to cooperate with
IPC and other contractors in establishing and maintaining Work rules and practices as needed
in the general interest of the Project and Work, and shall cooperate insofar as is lawf ul and
practicable in achieving the prompt resolution of labor disputes at the Project; provided that,
Contractor and IPC shall each separately and solely be responsible for labor relations policies as
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they affect their own employees. Contractor shall inform IPC in writing of developments in labor
relations or collective bargaining which may result in picketing or Work stoppages at the Project.
Contractor shall ensure Subcontractors comply with these provisions with respect to
cooperation on labor relations. Contractor shall be responsible for paying, and for requiring
Subcontractors to pay, all employees performing Work at the Project wages and benefits not less
than that required by law, or by applicable labor agreement in the case of unionized
Subcontractors, or by applicable wage and personnel policies in the case of nonunion
Subcontractors. Contractor and Subcontractors shall be responsible for compliance with all state
and federal laws, ordinances, regulations, and statutes dealing with labor relations that are
applicable to said Contractor’s and Subcontractor’s employees, including without limitation,
laws dealing with maximum hours of Work and overtime premium pay.
GC-5.7 Weapons and Intoxicants.
GC-5.7.1 Contractor shall not permit the possession or use of weapons upon the Work site or upon
any premises occupied or controlled by Contractor pertaining to the Work. While performing
Work for IPC, Contractor, Subcontractors at all tiers, and their respective employees and agents
shall not possess, use, sell or be under the influence of alcohol, drugs, or other controlled
substances (excluding those used or possessed pursuant to a valid prescription and which do
not adversely affect the Work).
GC-5.8 Materials, Equipment, and Tools.
GC-5.8.1 Contractor shall, at its expense, furnish all material, labor, tools, false work, scaffolding,
cribbing, rigging, water, air, steam, electrical energy, equipment, supplies, and all other
miscellaneous items that may be required to accomplish the Work, unless otherwise specifically
stated in the Contract Documents. Contractor shall mark all of its tools and equipment so that
they can easily be identified as belonging to Contractor.
GC-5.8.2 Contractor shall transport, store, and protect all IPC-furnished materials and equipment after
issuance or transfer from IPC to Contractor or its agents and shall be responsible for the IPC -
furnished materials and equipment throughout the performance of the Work. Contractor shall
be solely liable for any damage (whether to person or property), loss, or theft to IPC- furnished
materials or equipment once the materials or equipment are issued or transferred to Contractor
until such time as Final Completion of the Work or until excess materials and all equipment are
returned in undamaged condition to IPC’s designated warehouse, storage yard, or other IPC -
designated location. Contractor shall maintain appropriate insurance to fully protect IPC’s
interest set forth in this Section.
GC-5.8.3 Contractor shall return to IPC’s designated salvage, warehouse, or other IPC-designated
location all excess, unused, salvaged and scrap material removed from existing installations to
IPC’s designated salvage, warehouse, or other IPC-designated location unless otherwise
specifically stated in the Contract Documents or unless specifically authorized otherwise in
writing by IPC.
GC-5.9 Protection of the Work.
GC-5.9.1 Contractor shall take all precautions necessary to protect the Work, shall be responsible for
the protection and safekeeping of the Work, and shall maintain all lights, guards, signs,
temporary passages, or other protection necessary for that purpose. All Work shall be done at
Contractor’s risk, and Contractor shall promptly repair or replace any loss or damage resulting
from fire or from any other cause free from all expense to IPC. Contractor shall be responsible
for any loss or damage to material, tools, equipment or other articles used or held for use in
connection with the Work. Contractor shall perform the Work to completion without damage to
any Work, Collateral Work, or property of IPC or of others and without interference with the
operation of existing machinery or equipment.
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GC-5.10 Cleaning Up.
GC-5.10.1 As a part of the Work, Contractor shall completely remove and satisfactorily dispose of all
temporary works; shall tear down and dispose of all temporary buildings; shall remove or grade,
to the extent directed, all embankments or cofferdams made for construction purposes; shall
restore all temporary rights-of-way and Access Roads; shall satisfactorily fill excavations as
directed; shall remove all construction plant and equipment; shall satisfactorily dispose of all
rubbish and waste resulting from operations under the Contract Documents; and shall do all
work necessary to restore the Work site to at least as good an order and condition as at the
beginning of the Work. If Contractor fails to clean up as provided in this Section, IPC may do so
and the cost thereof shall be charged to the Contractor and withheld fr om IPC’s pay to
Contractor.
GC-5.11 Record Documents / As-Builts.
GC-5.11.1 Contractor shall maintain in a safe place at the Project site two record copies of all Drawings,
Specifications, Change Orders, Directives, and Work Clarifications in good order an d annotated
to show changes made during construction. These Record Documents, together with all
approved Samples and a counterpart of all approved Shop Drawings, shall be available to IPC for
reference at all times during and at the completion of the Work. These Record Documents,
Samples, Shop Drawings, operation and maintenance manuals, performance curves, and other
Project data shall be delivered to IPC prior to Substantial or Final Completion of the Work, as set
forth in Exhibit C to the Agreement.
GC-5.12 Weekly Meetings and Reports.
GC-5.12.1 When requested by IPC, Contractor and designated Subcontractors shall participate in
weekly meetings with IPC and other necessary and desired persons and entities. Such meetings
shall be held at the Project site unless approved otherwise by IPC. Contractor shall prepare,
circulate, and correct minutes of such meetings. Contractor shall also prepare and submit to IPC,
no less frequently than monthly, written reports on the progress of the Work in such form and
in such detail as reasonably required by IPC.
GC-5.13 Three-way Communication Training.
GC-5.13.1 To the extent any of Contractor’s employees, or the employees of any Subcontractor, may
engage in oral two-party, person-to-person communication with IPC personnel by means of a
two-way communication system to obtain or release clearance orders and/or perform
switching activities related to the Work, and in accordance with the requirements of the North
American Electric Reliability Corporation’s mandatory standard COM-002—Operating
Personnel Communications Protocols , all such employees shall receive three-way
communication training prior to commencement of any Work under this Agreement. Contractor
shall ensure, and shall certify pursuant to a signed attestation form (“Attestation Form”), that
such three-way communication training has been provided its employees, and the employees
of any Subcontractor, who may engage in any of the activities described in this Section GC-
5.13.1. Contractor shall submit all completed Attestation Forms to IPC within 10 days following
commencement of Work under this Agreement. If requested by IPC, Contractor shall provide an
updated Attestation Form.
GC-6 CONTRACTOR INFORMED AS TO CONDITIONS
GC-6.1 Contractor acknowledges and agrees that it has examined all the available records and has
conducted a field examination of the Project site and right -of-way; and that it is informed of the
subsurface conditions and surface and subsurface water conditions to be encountered, the character
of equipment and facilities needed for the prosecution of the Work, the location and suitability of all
construction materials, the quantities in the various sections of the Work, the local weather and labor
conditions, laws applicable to the Work, and all other matters in connection with the Work and
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services to be performed under the Contract Documents. Any errors, inconsistencies, or omissions
discovered or reasonably known to Contractor during this examination shall be reported promptly in
writing to IPC.
GC-6.2 Any records of subsurface condition, water records, or other observations that may have been
made by IPAR or IPC have been made in good faith. Such records may be made available to Contractor
for its information; provided that IPC makes no expressed or implied representation, warranty, or
guarantee as to the accuracy of the records or any interpretation of them. Contractor agrees that it
has formed its own opinions of the character of the Work to be performed and of materials to be
excavated from its own inspection of the site and its own interpretation of records and review of the
Contract Documents.
GC-6.3 Contractor further agrees that the Contract Price and Approved S chedule is based on its own
knowledge and judgment of the conditions and hazards involved, and not upon any representations
of IPC or IPAR.
GC-6.4 Contractor acknowledges and agrees that it has examined the Contract Documents. Any design
errors or omissions discovered by Contractor during this review shall be reported promptly in writing
to IPC.
GC-6.5 Contractor recognizes that electronic media or CADD form (collectively “CADD Files”) are not
intended to be used for construction, are not Construction Documents under the terms of the
Agreement and may result in variances when plotted. Any use of any kind or any changes of any kind
to the CADD Files will be at the Contractor’s sole risk, and without liability, risk or legal exposure to
IPC or its members, partners, officers, directors, agents, and employees or IPC consultants or
contractors. In the event Contractor or Subcontractor, uses the CADD Files, Contractor shall release
and, to the fullest extent permitted by law, indemnify, hold harmless and defend IPC and its members,
partners, officers, directors, agents, and employees and IPC consultants from, for, and against any and
all claims, demands, losses, expenses, damages, penalties and liabilities of any kind, including without
limitation attorneys’ fees and costs, arising out of or relating in any way to such use of or change to
the CADD Files.
GC-7 INTERPRETATION AND MODIFICATION OF CONTRACT DOCUMENTS
GC-7.1 The intent of the Contract Documents is to describe a functionally complete Project to be
constructed. Contractor agrees and acknowledges that any labor, documentation, services, materials,
or equipment that may be reasonably inferred from the Contract Documents or from prevailing
custom or trade usage as being required to produce the intended result will be provided by
Contractor, whether or not specifically called for, at no additional cost to IPC. The Contract Documents
are to be construed as complimentary. What is required by one shall be considered to be required by
all. In the case of conflicts, ambiguities or inconsistencies in the Contract Documents, Contractor shall
request interpretation from IPC, and IPC shall promptly provide clarification to Contractor, which
interpretation shall be binding on Contractor and IPC.
GC-7.2 Contractor agrees that all claims of Contractor, including without limitation, questions concerning
interpretation, clarification of this Agreement, the acceptable fulfillment of this Agreement on the part
of Contractor shall be submitted in writing to IPC for determination within seven Days of discovery.
Contractor agrees that Contractor’s failure to ask for a determination within the time allotted shall
constitute a waiver by Contractor of all of its rights to future claims, judicial or otherwise.
GC-7.3 IPC will issue all determinations, instructions, and clarifications within 14 Days and shall be final,
unless the Contractor files with IPC, within 14 Days after IPC notifies Contractor of any such
determination, instruction or clarification, a written protest stating clearly and in detail the basis
thereof. IPC will issue a decision in writing upon each such protest within 14 Days of receipt of protest,
and its decision will be final. At all times, Contractor shall proceed with the Work in accordance with
the determinations, instruction, and clarifications of IPC. Contractor shall be solely responsible for
requesting instruction or interpretations and shall be solely liable for any cost and expense arising
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from its failure to do so. Contractor agrees that Contractor’s failure to protest IPC’s determinations,
instructions, clarifications, or decisions within 14 Days after receipt thereof shall constitute a waiver
by Contractor of all of its rights to further protest or make a claim, judicial or otherwise.
GC-7.4 Changes to the Contract Documents may only be made by a Change Order or amendment to the
Contract Documents executed by both Parties.
GC-8 TIME AND ORDER OF COMPLETION
GC-8.1 Time limits stated in the Agreement and Contract Documents are of the essence of the Agreement.
Contractor agrees and acknowledges that it shall achieve Substantial Completion on or before the
Guaranteed Substantial Completion Date, and that all Work shall be completed by the Final Completion
Date. On or prior to the date specified in the Special Conditions (Exhibit C to the Agreement),
Contractor shall submit to IPC a progress construction schedule in the form of a criti cal path method
diagram which specifies the dates on which Contractor plans to begin and complete various parts of
the Work and shall contain dates in all respects consistent with the Milestone Date(s), Guaranteed
Substantial Completion Date, and Final Completion Date. The schedule shall identify all Work
activities and events that are critical to ensuring Substantial Completion and Final Completion of the
Project and the Work by and in conformance with the dates set forth in the Agreement and Cont ract
Documents, including coordination between submittal and Shop Drawing approvals and related Work
activities, and coordination with other contractors performing work for IPC. The schedule shall
identify in reasonable detail all phases of construction, all Work activities (including without
limitation procurement, submittal, and Shop Drawing activities), and all events that will occur during
performance of the Work, and shall graphically represent the logical sequence of such phases of
construction, Work activities, and events that will occur on the Project. The schedule shall include
work activities to be performed by IPC and those working for, through, or on behalf of IPC. The
schedule shall also be in a form (including machine-readable electronic format if requested by IPC)
and with contents acceptable to IPC, and upon review and acceptance by IPC, the schedule shall
become Exhibit E to the Agreement. In the event Contractor submits a schedule in a form unacceptable
to IPC, Contractor shall promptly revise the same in accordance with the requirements and
recommendations of IPC and shall resubmit the revised schedule for acceptance. When IPC has
approved a schedule, the schedule shall be acknowledged through any of (a) the initials of both
Contractor and IPC on each page of the accepted schedule, (b) physical marking by IPC of the schedule
with the word “Approved” or words or phrases of similar import, (c) execution via signatures on the
schedule by IPC and Contractor, or (d) written acknowledgment (by electronic means or otherwise)
of IPC that makes it clear from the context that the schedule is approved. The accepted schedule so
marked or acknowledged, along with all dates set forth in the Agreement and Contract Documents,
shall be referred to as the “Approved Schedule”. Contractor shall provide an electronic version of the
Approved Schedule when requested by IPC.
Contractor shall monitor the progress of the Work for conformance with the Approved Schedule and
shall, on a monthly basis, submit to IPC written updates reporting the actual status of the Work as
compared to the Approved Schedule. Contractor’s written updates shall reflect the reasons (to the
best of Contractor’s knowledge) for deviation, if any, from the Approv ed Schedule; impacts upon the
schedule caused by Change Orders; and shall reflect the progress of the Work achieved by the
Contractor during the previous update period. Contractor is responsible for coordinating its own
schedules, including, without limita tion, the schedules of Subcontractors, as well as construction -
related activities of others. Contractor acknowledges and agrees that other contractors and IPC may
be performing work related to the Project and that Contractor will need to coordinate its Work around
the work of those contractors and IPC.
GC-8.2 Changes to the Approved Schedule may only be made by a Change Order or amendment to the
Contract Documents executed by both Parties.
GC-8.3 At all times during the performance of the Work, Contractor shall monitor the progress of the Work
to ensure progress is achieved in accordance with the Approved Schedule. In Project updates required
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under Section GC-8.1, Contractor shall promptly advise IPC of any delays or potential delays that may
negatively impact the progress of the Work or that may jeopardize Substantial Completion or Final
Completion of the Project and the Work by and in accordance with the dates and times set forth in the
Approved Schedule. In the event Contractor advises IPC of such delays or potential delays, Contractor
shall provide IPC a written plan to recover such delays that shall set forth any changes in schedule
logic, the performance of overtime work, the performance of shiftwork, and the use of additional labor
required to recover the identified delay.
Contractor acknowledges that the Approved Schedule contains Float. Contractor agrees that all Float
on the Approved Schedule may be consumed by Contractor or IPC as necessary. In the event the
Contractor or IPC have competing need for the use of Float, then the Float at issue shall be allocated
equally between the parties. Use of Float by either party shall be without liability to the other for
adjustments in the Contract Time or Contract Price, or for any additional paym ent of any sort by
reason of the loss or use of any Float.
GC-8.4 IPC, for any reason, may require the Contractor at any time to perform any portion of the Work on
an overtime or shiftwork basis. If IPC requires overtime or shiftwork, the premium portion of the labor
cost to perform such overtime or shiftwork shall be considered Additional Work, provided IPC has
required such to accelerate the Approved Schedule and promote IPC’s interest. Overtime work or
shiftwork required to enable Contractor to meet the Approved Schedule as required in Section GC-
8.1, or to correct Defective Work, or to otherwise serve Contractor’s interest, is not Additional Work.
The Contract Price, the Approved Schedule, or both will be appropriately adjusted pursuant to Section
GC-17.3 for all overtime or shiftwork constituting Additional Work. Such adjustments in Contract
Price shall be limited to the Contractor’s direct costs for the performance of overtime or shiftwork,
and shall not include overhead and profit. In no event will the Contractor be entitled to recovery of
indirect costs or impact costs associated with the performance of such overtime or shiftwork,
including without limitation, costs related to inefficiencies that arise out of performance of Work
under overtime or shiftwork conditions, the stacking of trades, or other like indirect or impact costs.
GC-8.5 If IPC determines that Contractor’s performance of the Work is not in accordance with the
Approved Schedule, or that Contractor has failed to reach the le vel of completion required by the
Approved Schedule, IPC shall have the right to direct the Contractor to accelerate the progress of
construction. Without waiving any other right or remedy it may have under the Contract Documents,
IPC may direct the Contractor to accelerate the progress of construction by (1) working additional
shifts; (2) working overtime; or (3) supplying additional manpower, materials, and equipment
necessary to meet the Approved Schedule. Upon receipt of such a request from IPC, Contrac tor shall
immediately implement the corrective measures directed by IPC until the progress of the Work meets
the requirements of the Approved Schedule. IPC’s request that Contractor accelerate the progress of
performance of the Work under this Section GC-8.5 shall not constitute Additional Work and is for the
sole purpose of ensuring the Contractor’s maintenance of the Approved Schedule.
GC-8.6 Contractor shall coordinate Work with IPC and those working for, through, or on behalf of IPC. IPC
may require Contractor to make reasonable changes in the sequence of Work at any time during the
performance of the Work in order to facilitate the performance of work by IPC or those working for,
through, or on behalf of IPC. To the extent such changes mater ially affect (whether by increasing or
decreasing) Contractor’s time and costs, were not reasonably anticipated, and the procedures of
Section GC-15 below have been complied with, the Approved Schedule and Contract Price may be
equitably adjusted as provided in Section GC-15.
GC-9 SCHEDULE OF VALUES OR PROGRESS PAYMENT SCHEDULE
GC-9.1 If required in the Special Conditions (Exhibit C to the Agreement), Contractor shall submit to IPC:
(a) a schedule of values apportioning the value, as a percent of the total Contract Price, of each phase
or division of Work (“Schedule of Values”); or, (b) a schedule of payment milestones and applicable
progress payments to be made upon IPC’s determination that Contractor has achieved such payment
milestones (a “Progress Payment Schedule”). The Schedule of Values or Progress Payment Schedule,
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as applicable, shall be in a form acceptable to IPC and shall become part of the Contract Documents as
Exhibit F to the Agreement.
The Schedule of Values will include an approximate dollar value (or percentage of the Contract Price)
associated with each Work component or the Progress Payment Schedule will include a dollar amount
(or percentage of the Contract Price) associated with each applicable p ayment milestone. The cost of
Contractor’s overhead, fee, and construction indirects shall be included in the Schedule of Values or
Progress Payment Schedule, as applicable. The summation of the dollar amount allocated to each
Schedule of Values or Progress Payment Schedule component shall be equal to the Contract Price.
Contractor agrees that the cost specified for each component of Work in the Schedule of Values or
Progress Payment Schedule is a representative estimate of the anticipated cost of co mpletion;
however, IPC and Contractor acknowledge that the actual cost of completion of a particular
component of Work may ultimately differ from that specified in the Schedule of Values or Progress
Payment Schedule. Neither the Contract Price nor the dollar values for components of Work listed on
the Schedule of Values or Progress Payment Schedule shall change based upon actual costs for
applicable components.
The Schedule of Values or Progress Payment Schedule, as applicable, shall be amended by the
Contractor during the course of the Work, not less often than monthly, for approval by IPC, to account
for any Change Orders issued during such monthly period. The Schedule of Values or Progress
Payment Schedule, as applicable, will be incorporated into the Contract Documents only following
approval by IPC in writing. Approval of the amended Schedule of Values or Progress Payment
Schedule, shall be represented by any of (a) the initials of both Contractor and IPC on each page of the
Schedule of Values or Progress Payment Schedule, (b) physical marking by IPC of the Schedule of
Values or Progress Payment Schedule, with the word “Approved” or words or phrases of similar
import, (c) execution via prominent signatures on the Schedule of Values or Progress Payment
Schedule, by IPC and Contractor, or (d) written acknowledgment (by electronic means or otherwise)
of IPC that makes it clear from the context that the Schedule of Values or Progress Payment Schedule
is approved.
GC-10 UNIT PRICE WORK AND ESTIMATED QUANTITIES
GC-10.1 Contractor acknowledges and agrees that the IPC is not a guarantor of the estimated quantities
of any unit price items stated in the Contract Documents or subsequently agreed upon, and that IPC
shall not be required to purchase any minimum amoun t of Unit Price Work. If the Agreement
specifically provides that all or a part of the Work is to be Unit Price Work (by inclusion of a Schedule
of Unit Prices in the Agreement or by other written document included in the Contract Documents
stating that all or a portion of the Work will be considered Unit Price Work), Contractor agrees that it
shall not be entitled to additional compensation for anticipated profits, for loss of profits or for any
damages in the event (i) there is a difference between the quantities of the various kinds of Work
actually performed or materials actually delivered and the estimated quantities of labor, materials or
equipment set forth in the Contract Documents; or (ii) no Work is ordered under certain unit items.
Unit prices are inclusive of all costs for the Unit Price Work, including but not limited to costs of labor,
services, materials, equipment, tools, supervision, insurance, bonds, applicable taxes, and overhead
and profit for that Work. No other mark-up whatsoever will be allowed on items or units within the
Schedule of Unit Prices.
GC-11 SUBMITTALS
GC-11.1 Contractor shall submit Drawings, Samples, product data, and other documents as required by
IPC to IPC for review and approval. IPC, at its sole discretion, may require Contractor to develop a
Schedule of Submittals. If IPC requires a Schedule of Submittals, Contractor shall submit Shop
Drawings and Samples in accordance with that Schedule of Submittals.
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a. Shop Drawings.
i) Contractor shall submit a minimum of four copies of Shop Drawings to IPC.
ii) Data shown on Contractor’s Shop Drawings shall be complete with respect to quantities,
dimensions, specified performance and design criteria, materials, and similar data to show IPC
the services, materials, and equipment Contractor proposes to provide and to enable IPC to
review the information for the limited purposes required by Section GC-11.4.
b. Samples.
i) Contractor shall submit two Samples, unless Contractor requests a returned Sample.
Contractor shall clearly identify each Sample as to material, supplier, pertinent data such as
catalog numbers, the use for which intended and other data as IPC may require to enable IPC
to review the submittal for limited purposes as required by Section GC-11.4.
GC-11.2 If a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals,
any related Work performed prior to IPC review and approval of the pertinent submittal will be at the
sole expense, risk or removal, and responsibility of Contractor.
GC-11.3 Submittal Procedures:
a. Before submitting each Shop Drawing or Sample submittal, Contractor shall have reviewed and
coordinated each Shop Drawing or Sample with (i) other Shop Drawings and Samples related to
the Work, (ii) the requirements of the Work, (iii) the Contract Documents, and (iv) the site
conditions. Contractor shall also have determined and verified:
i) All field measurements, quantities, dimensions, specified performance and design criteria,
installation requirements, materials, catalog numbers, and similar information with respect
thereto;
ii) The suitability of all materials with respect to intended use, fabrication, shipping, handling,
storage, assembly, and installation pertaining to the performance of the Work; and
iii) All information relative to Contractor’s responsibilities for means, methods, techniques,
sequences, and procedures of construction, and safety precautions and programs incident
thereto.
b. Contractor’s submittals shall each bear a stamp or specific written certification that Contractor
has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s
review and approval of that submittal.
c. With each submittal, Contractor shall give IPC specific written notice of any variations that t he
Shop Drawing or Sample may have from the requirements of the Contract Documents.
Contractor’s written notice shall be both a written communication separate from the Shop
Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing
or Sample submitted to IPC for review and approval of each variation.
GC-11.4 IPC’s Review
(i) IPC will provide timely review (within 30 Days) of Shop Drawings and Samples. IPC’s review
and approval is solely to visually determine if the items encompassed within the submittals will,
upon proper installation or incorporation in the Work by Contractor, be compatible with the
design concept of the completed Project as a functioning whole as indicated by the Contract
Documents. If IPC does not respond to the submission of a submittal within the 30 Days, then
Contractor shall provide IPC with written notice of IPC’s failure to respond in a timely manner, (ii)
inform IPC whether the delay has an impact to any specific activities in the Approved Schedule,
and (iii) provide IPC a detailed explanation of the impact to the schedule.
b. IPC’s review and approval will not extend to means, methods, technique, sequences, or procedures
of construction (except where a particular means, method, technique, sequence, or procedure of
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construction is specifically and expressly called for by the Contract Documents) or to safety
precautions or programs incident thereto. The review and approval of a separate item as such will
not indicate approval of the assembly in which the item functions. IPC’s review and approval shall
not constitute acceptance of any Work, and shall not limit IPC’s rights and remedies under this
Agreement or law in any way.
c. IPC’s review and approval shall not relieve Contractor from responsibility for any variation from
the requirements of the Contract Documents unless (i) Contractor has complied with the
requirement of Section GC-11.3.c, and (ii) IPC has given written approval of each such variation
by specific written notation thereof incorporated in or accompanying the Shop Drawing or
Sample. IPC’s review and approval shall not relieve Contractor from responsibility from
complying with the requirements of Section GC-11.3 or any other requirements of the Contract
Documents.
GC-11.5 Resubmittal Procedures. Contractor shall make corrections required by IPC and shall return the
required number of corrected copies of Shop Drawings. Contractor shall submit new Samples for
review and approval if required by IPC. Contractor shall direct specific attention in writing to revisions
other than the correction called for by IPC on previous submittals. IPC may, at its sole discretion,
require Contractor to reimburse IPC reasonable rates for IPC’s review of Contractor’s resubmittals.
GC-12 PRODUCT SUBSTITUTION
GC-12.1 Contractor shall submit to IPC for IPC’s review and approval, data on all materials and equipment
that differ in any respect from materials and equipment specified in the Specifications, Drawings, and
the Contract Documents. Materials proposed by Contractor and Subcontractors for use in Work not
specifically mentioned in the Specifications shall be included and highlighted.
GC-12.2 Contractor acknowledges and agrees that if the name, brand, or model of a manufacturer’s article,
product, item of equipment, or system is specified, it shall be used as a measure of quality and utility
or as a standard. No intent to limit competition shall be inferred or implied. If more than one
manufacturer’s name is specified, the first named manufacturer is the basis of design. Second, third,
and subsequent named manufacturers shall be considered substitutions.
GC-12.3 If Contractor desires to use another brand or manufacture of quality, appearance, and utility equal
to the product specified, Contractor shall request substitution as provided herein. IPC will either
accept or reject the substitution, and IPC’s decision shall be final. Unless substitutions are requested
and approved as provided herein, deviations from the Drawings, Specifications, and Contract
Documents will not be permitted.
GC-12.4 Requests for substitution will be considered by IPC only if Contractor complies with the following
procedures:
a. Submits complete technical data, including drawings; complete performance specifications; test
data and tests as may be required by IPC; and samples of the article proposed for substitution as
applicable.
b. Submits comparative data on the material, equipment, or system to be replaced by the proposed
substitution.
c. Includes in the transmittal letter a signed statement that the proposed substitution is in full
compliance with the Contract Documents.
d. Submits requests for substitutions to IPC in duplicate.
e. Submits requests for substitutions that contain not less than the following information in the
headline or subject of the transmittal letter:
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i) Project Title.
ii) Subject (Unit or Division of Work).
iii) Drawing and Specification references; Drawing number and detail; Specification section,
Article, Paragraph, and Subparagraph.
GC-12.5 IPC will consider the service of the proposed substitution in its evaluation of the substitution. IPC
may require data on not less than three readily accessible, comparable installations of the item
proposed for substitution completed in the five years prior to the Contractor’s request for the
substitution. IPC may also require Contractor to furnish to IPC a written warranty with adequate
safeguards, assuring satisfactory performance of a proposed substitute item or system for a stated
minimum period of time.
GC-12.6 IPC may reject a proposed substitution for any reason, including without limitation, if a proposed
substitution requires changes in related Work, which in the opinion of IPC, constitutes a deviation
from Contract Documents or aspects of design.
GC-12.7 Contractor shall be responsible for changes in other parts of the Work caused by a substitution
at no additional cost to IPC.
GC-12.8 Contractor shall not proceed with a substitution until IPC has accepted the substitution in writing.
Such acceptance shall not relieve the Contractor from complying with the requirements of the
Drawings, Specifications, and Contract Documents.
GC-12.9 Substitutions submitted to IPC that do not comply with the above requirements will be returned
to Contractor without review. Contractor shall furnish originally specified items unless a request for
substitution is submitted and accepted by IPC in writing in accordance with above requirements.
GC-13 INSPECTION, COVERED WORK, DEFECTIVE WORK, AND RIGHT OF ACCESS
GC-13.1 Contractor agrees that IPC ma y, at its sole discretion, perform inspections of all Work, including
without limitation, any material and equipment furnished by Contractor. Contractor shall furnish to
IPC and its agents, access at all times to the Work and to the premises used by Contra ctor, and shall
cooperate with and make reasonable accommodations for inspections, including without limitation
temporarily discontinuing portions of the Work or uncovering or disassembling portions of the Work.
Contractor agrees that IPC shall not have any duty to make such inspections, and that any inspection
by IPC shall not limit IPC’s rights and remedies in any way. Contractor agrees that visits or inspections
by IPC shall not be construed to create an obligation on the part of IPC to make on-site inspections or
observations to check the quantity or quality of the Work. IPC shall neither have control over nor have
charge of, nor be responsible for, the construction means, methods, techniques, sequences or
procedures, or for the safety precautions and programs in connection with the Work, since these are
Contractor’s responsibilities under the Contract Documents. IPC’s inspection of the Work shall not
relieve Contractor of any obligation or responsibility under the Contract Documents, includin g
without limitation, its responsibility to construct the Work in compliance with the Contract
Documents.
GC-13.2 If, prior to Final Completion of the Work and without limitation to any other remedies available
to IPC, the Work or any portion thereof is found to be defective, out of compliance with Contract
Documents, or shall be damaged in whole or in part by Contractor or those working through, for, or
on behalf of Contractor, Contractor agrees to promptly repair or replace such defective Work or
damage in a manner satisfactory to IPC and without adjustment to Contract Time or Contract Price. In
no case shall defective, non-conforming, or imperfect Work be deemed to be accepted by IPC.
GC-13.3 At the request of IPC, Work that has been covered prior to insp ection shall be uncovered by
Contractor for the purpose of inspection. If the Work uncovered under this Section was required to
have been inspected prior to covering or is determined to be defective or out of compliance with
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Contract Documents, then (i) Contractor shall bear the costs of uncovering, remediation or
replacement of the Work, and recovering the Work; (ii) and Contractor’s Contract Time or Contract
Price shall not be adjusted.
GC-13.4 If the Work uncovered (i) was not required to be inspected pr ior to covering by Contractor, and
(ii) is in conformance with Contract Documents, and without defect , then such costs shall be the
responsibility of IPC. IPC shall pay costs at the agreed unit prices for such class of Work. In the event
the work of uncovering materials and the repair or replacement thereof is not covered by agreed unit
prices, IPC shall pay for such work on the basis of actual direct cost of labor, materials, equipment use
and incidental expense, as stated in Section GC -17.3.c., except that no percentage mark-up for
Contractor’s overhead and profit shall be added to actual direct cost of labor, materials, equipment use
and incidental expense.
GC-13.5 If Contractor shall fail to repair or replace any defective or non-compliant Work or materials after
reasonable notice, IPC, at its option, may cause such Work or materials to be repaired or replaced, and
the expense thereof shall be charged to Contractor and may be deducted from any amount payable by
IPC to Contractor.
GC-13.6 If during performance of the Work, Contractor or any of its Subcontractors cause damage to IPC
infrastructure or facilities, or to third party-owned property for which IPC is ultimately responsible
for repairing or replacing, IPC may, within its sole discretion, cause such damage to be repaired or
replaced and either: (i) charge Contractor for all expenses incurred by IPC for such repair or
replacement; or, (ii) deduct all expenses incurred by IPC f or such repair or replacement from any
amount payable by IPC to Contractor.
GC-14 IPC SUSPENSION OF WORK
GC-14.1 IPC may, without cause, by written order to the Contractor, suspend, delay, or interrupt the Work,
in whole or in part, for such period as IPC may determine.
GC-14.2 Adjustments to the Contract Time for any IPC suspension, delay, or interruption of the Work
effected pursuant to this section shall be made in accordance with the terms of Section GC -15 hereof.
GC-14.3 No adjustment to Contract Time shall be made if the Contractor is or otherwise would have been
responsible for the suspension, delay, or interruption of the Work, or if another provision of these
General Conditions or the Special Conditions (Exhibit C to the Agreement) (if applicable) is applied to
render an equitable adjustment. Not in limitation of the generality of the foregoing, the failure of
Contractor to timely deliver documents required by these General Conditions, including, but not
limited to, the Approved Schedule and the Schedule of Values or Progress Payment Schedule, as
applicable, shall (not in limitation of other rights and remedies of IPC) form the basis of IPC’s right to
suspend performance of the Agreement and Work under the Contract Documents until Contractor has
satisfied such obligations, and shall not form the basis for an extension of time for Contractor’s
obligations under the Contract Documents, it being understood that Contractor shall at all times
diligently perform all of its obligations under the Contract Documents.
GC-15 DELAY AND DELAY CLAIMS
GC-15.1 Basis of Claim. Contractor may make a delay claim pursuant to Sections GC -15.2 through GC-15.4
(“Delay Claims”) if all of the following occurs:
a. If Contractor’s critical path is delayed at any time in the progress of the Work due to Additional
Work, a Force Majeure Event, or the discovery of undisclosed or concealed Hazardous Materials,
all of which were not reasonably anticipated in the area or time in which the affected portion of
the Work is to be or is being performed; and
b. If Contractor and any Subcontractor or vendor to either (or any person or entity for whose acts or
omissions any of them are responsible) is without fault in causing such delay; and
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c. If such delay could not have been prevented by reasonable precautions by Contractor or
Subcontractor, and
d. If the delay cannot reasonably be circumvented by Contractor or Subcontractor through the use
of alternate sources, work around plans or other means; and
e. If such delay will prevent the Contractor from achieving the Guaranteed Substantial Completion
Date
f. Notwithstanding the provisions in this Section GC -15.1, no extensions of the Contract Time shall
be allowed for delays or suspensions to the extent caused by the acts or omissions of the
Contractor or Subcontractors, or anyone for whose acts or omissions any of them are responsible
(including their respective vendors), or by the failure of such persons or entities to perform as
required by this Agreement.
GC-15.2 Notice of Delay. Upon the occurrence of any Directive, event, or circumstance that causes any
delay to the Work or Project that will prevent the Contractor from achieving the Guaranteed
Substantial Completion Date and the deadlines set forth in the Approved Schedule, and not later than
72 hours after the occurrence of such Directive, event, or circumstance, Contractor shall provide IPC
written notice identifying the Directive, event, or circumstance that will or may give rise to such delay
and the Work activities, Work sequences, and construction phases that will or may be delayed.
Contractor agrees and acknowledges that the failure of Contractor to provide written notice as
required by this Section 15.2 or to acquire the requisite prior written authorization to proceed with
changes to the Work that will or may cause delay arising from a Directive, event, or circumstance shall
result in waiver of Contractor’s claim for time extensions for delays arising out of such Directive,
event, or circumstance.
GC-15.3 Delay Claim Procedure. Claims by Contractor for extensions of time as a result of the delay for
which Contractor has given IPC notice shall be submitted in writing to IPC not later than 21 Days after
the occurrence of the delay causing Directive, event, or circumstance that gives rise to Contractor’s
claim. Contractor shall be permitted to submit such claims only if it has fully complied with the
requirements of Section GC-15.2, and only if the claim is permitted pursuant to Section GC -15.1.
Contractor’s claim for time extension shall specifically identify the delay causing Directive, event, or
circumstance preventing Contractor from achieving the Guaranteed Substantial Completion Date,
shall provide a detailed quantification of the time impact of the delay upon the Work, and shall indicate
how the delay satisfies Section GC-15.1. Contractor’s quantification of time impact of such delay shall
include a detailed analysis of the Approved Schedule that (1) identifies the Work activities, Work
sequences, and construction phases impacted by the delay; (2) quantifies the time impact upon each
activity, sequence, and phase; (3) and provides a list of logic changes, if any. Contractor shall also
provide an updated schedule in electronic and paper format. Failure of Contractor to provide such
written claim and detailed analysis to IPC within the timeframe established shall result in waiver of
Contractor’s claim for time extension.
GC-15.4 Time Extension. To the extent that IPC determines that it is not possible to rev ise the Approved
Schedule to accommodate the change without impacting the Guaranteed Substantial Completion Date,
and further determines that the facts justify a change in the Guaranteed Substantial Completion Date,
IPC will:
a. For properly submitted, valid, and approved Delay Claims, IPC will issue a Change Order extending
the Guaranteed Substantial Completion Date for as much time as IPC deems reasonable for
Contractor to complete all or any affected portion of the Work. Contractor shall not be entitled to
additional compensation or delay damages arising out of or related to the claim.
b. If, however, IPC determines that the facts do not justify a change in the Guaranteed Substantial
Completion Date claims for the same will be denied.
c. No Consequential Damages. Contractor acknowledges and agrees that an extension of the
Guaranteed Substantial Completion Date shall be Contractor’s sole and exclusive remedy for any
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delay, hindrance, disruption, loss of productivity or inefficiency, of whatever kind, nature or cause,
affecting Contractor’s commencement, prosecution, or completion of the Work and Contractor
shall not be entitled to compensation in connection with any such delay, hindrance, disruption,
loss of productivity or inefficiency including, without limitation, direct damages, indirect damages,
consequential damages, impact damages or other similar damages or recoveries, for any reason.
GC-16 ADDITIONAL WORK
GC-16.1 IPC may direct Additional Work without affecting the validity of the Agreement. All Additional
Work must be authorized by an applicable Directive, Work Clarification, or Change Order. Contractor,
upon receipt of a Directive, Work Clarification, or Change Order, and subject to the terms of Sections
GC-8 and GC-15, shall expeditiously proceed and carry out the Work directed by such written order.
For purposes of clarity, any reduction or deletion in Unit Price Work to an amount less than the Unit
Price Estimate shall not require a Directive, Work Clarification, or Change Order, unless requested by
IPC, it being understood that IPC shall be obligated to pay Contractor only for the actual number of
units of Unit Price Work actually performed or delivered.
GC-16.2 IPC shall have the authority to order changes in the Work that have little or no affect upon either
the cost of the Work or the time required to complete the Work, and such changes in the Work shall
be directed by IPC through a Work Clarification and shall bind IPC and Contractor. Contractor agrees
and acknowledges that no additional compensation shall be paid, no schedule adjustment shall be
permitted, and no reduction in Contract Price shall result from changes ordered by IPC under this
Section 16.2.
GC-16.3 Upon receipt of such Directive, Work Clarification, or Cha nge Order, and subject to the terms of
Sections GC-8 and Section GC-15, Contractor shall promptly proceed with the change in the Work
described therein and shall notify IPC of its agreement or disagreement with the Contract Price,
Approved Schedule, or Guaranteed Substantial Completion Date adjustment or method of adjustment,
if any, described in such written order. If Contractor objects to IPC’s proposal or denial of
compensation or Approved Schedule or Guaranteed Substantial Completion Date adjustments, then
Contractor may submit a written claim in accordance with Sections GC -17.1 and GC-17.2 below, but
shall proceed with the Work.
GC-16.4 Any Change Order developed pursuant to Section GC -16 shall be in substantially the form
attached as an annex to the Agreement, or such other form as is acceptable to IPC.
GC-17 CLAIMS FOR ADDITIONAL WORK
GC-17.1 Upon the occurrence of any Directive or Work Clarification by IPC, or event or circumstance that
causes or requires the Contractor to perform what i t believes to be Additional Work, and not later
than 72 hours after the occurrence of such Directive, event or circumstance, Contractor shall provide
IPC written notice identifying the event or circumstance that gives rise to such Additional Work and
the impact such work will have on the Approved Schedule. Contractor acknowledges and agrees that
failure of Contractor to provide written notice as required by this Section, or to acquire the requisite
written authorization to proceed with Additional Work arising from a Directive or Work Clarification,
shall result in waiver of Contractor’s claims for increase in the Contract Price or extensions of time for
performance of the Work.
GC-17.2 Contractor acknowledges and agrees that claims by the Contractor for Additional Work, seeking
recovery of the cost or expense of such work, shall be submitted to IPC in writing not later than 21
Days after occurrence of the Directive, Work Clarification, event, or circumstance that gives rise to
Contractor’s claim. Contractor shall be permitted to submit such claims only if it has fully complied
with the requirements of Section GC-17.1. Contractor’s claim for such work shall specifically identify
the Directive, Work Clarification, event, or circumstance causing the performance of such work and
shall specifically identify the Additional Work performed by the Contractor. Contractor’s claim shall
also contain a comprehensive quantity survey and cost accounting of the work Contractor claims as
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Additional Work. Contractor agrees that failure of Contractor to provide such written claim to IPC
within the time frame established shall result in waiver of Contractor’s claim for such Additional
Work.
GC-17.3 Adjustments to the Contract Price shall be as follows:
a. By applying unit prices (if any) applicable to the Additional Work and agreed to by IPC, such unit
prices being set forth in an Exhibit attached to the Agreement and incorporated therein; or
b. By fixed lump sum adjustment to the Contract Price agreed to by IPC and Contractor; or
c. If neither (a) or (b) above applies, then the Contract Price shall be adjusted in the amount of actual
direct cost of added labor, Contractor-furnished materials, subcontracts and equipment less
estimated savings for deleted labor, Contractor-furnished materials, subcontracts, and equipment,
plus 10% of the net direct cost amount for Contractor’s overhead, profit, and indirect costs.
Contractor acknowledges and agrees that the overhead-profit percentage fee shall cover all
Contractor’s profit and job site overhead for superintendents, transportation and use of small
tools and equipment not susceptible to classification under transportation equipment or heavy
equipment, general office overhead, insurance, bond, if any, and all other indirect and incidental
expense.
Notwithstanding the foregoing, Contractor acknowledges and agrees that any adjustment to the
Contract Price pursuant to subsections (a), (b), or (c) of this Section GC-17.3 includes all applicable
taxes and costs, including but not limited to, overhead, profit, and markup.
If the Additional Work includes a reduction or deletion in Work, then the reduction or deletion will be
credited to IPC on the basis of reduced Contract Time and accelerated Guaranteed Substantial
Completion Date, or reduction in Contract Price, or both. The amount of credit to be allowed IPC on
the Contract Price under this Section will be the amount of the actual net decrease in cost plu s a
deduction in Contractor’s overhead-profit by an amount equal to 10% of such net decrease. Except as
otherwise agreed to by IPC, in the event a reduction or deletion in Work is to Unit Price Work, the
reduction to the Contract Price shall be equal to the number of units so reduced or deleted multiplied
by the dollar amount set forth for each unit of such Work in the Schedule of Unit Prices.
GC-17.4 Calculations for purposes of Section GC-17.3.c. shall be based on the following:
a. Labor. IPC shall pay straight-time labor (straight-time payroll) direct costs and overtime labor
(premium payroll) direct costs, for those hours directly involved in completing the Additional
Work.
i) Straight-time payroll is defined as the wage rate paid for hours worked during the normal 40
hour work week.
ii) Premium payroll is defined as a wage rate higher than straight -time, payable for overtime
work. The premium payroll shall not exceed 1.5 times straight -time and will be reimbursed
only if (i) given written approval in advance by IPC, and (ii) overtime is not incurred as result
of Contractor’s actions, omissions, delays, defaults, or inefficiencies. The premium pay in
excess of the straight-time rate is not subject to the overhead-profit percentage fee.
b. Subsistence: IPC shall pay subsistence only if Contractor shows that, as a result of the Additional
Work, the workers’ number of days on the job were extended and that those workers were
actually being paid subsistence by Contractor prior to and during the time period in question.
Subsistence is not to be included in the hourly payroll rate. Subsistence will be compensated at
the direct cost paid to the employee and is not subject to any markup, overhead, or profit
percentage fee.
c. Contractor-furnished Materials. Contractor-furnished materials verified by IPC as necessary for
the Additional Work will be compensated at actual invoice cost plus the overhead -profit
percentage fee set forth in Section GC-17.3.c.
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d. Subcontracts. Subcontracts at any tier must be approved in advance by IPC fo r any portions of
Additional Work. IPC has the right, but not the duty, to inspect the contract entered into between
and amongst Contractor and Subcontractor. Subcontract costs will be compensated at actual
invoice cost plus the overhead-profit percentage fee set forth in Section GC-17.3.c.
e. Equipment.
i) For Additional Work involving the use of trucks, tractors, derricks, cranes, and excavators,
Contractor shall be paid for (i) actual use at agreed rental prices not to exceed rental prices of
comparable equipment available to IPC from commercial rental sources, or (ii) at rental rates
not to exceed 60 percent of the monthly rental rates established in the latest edition of the
Rental Rate Blue Book for Construction Equipment, whichever is lower. Hourly rates calculated
using the Rental Rate Blue Book shall be 60 percent times the Blue Book monthly rate divided
by 176. Said rental prices shall include, unless otherwise specifically agreed to, the furnishing
of all necessary power or fuel, lubricating oils and greases, rigging, maintenance and repairs, but
unless otherwise specifically agreed to, shall not include labor for operating purposes.
Contractor’s expense of furnishing all gas, oil, lubrication, maintenance and repair (excluding
operating personnel) shall not exceed the operating rates established in the Rental Rate Blue
Book. For heavy equipment (not self-propelled or readily movable), equipment hauling costs
to and from Contractor’s nearest equipment yard or nearest project site to the Project will be
paid for at the actual rate paid by Contractor provided that rate does not exceed the average rate
charged for similar transportation by local heavy equipment transporters. Said rental prices
shall determine the complete payment for equipment furnished, including profit,
superintendents, general overhead and other indirect expense.
ii) For Additional Work requiring Rental Equipment, Contractor shall furnish to IPC a detailed
list of equipment by type, size, and proposed rental rate. Hour ly, weekly, and monthly rental
rates shall be given for each type of equipment listed. Contractors shall use a rental rate of
monthly, weekly, or hourly, whichever equals to a lesser charge for IPC.
iii) Hourly rates shall be paid only on such time as equipment is in “actual use”. Time of “actual
use” is defined as the time equipment is on the Work site actually in use.
iv) Standby will be paid to Contractor during any period of Additional Work to compensate
Contractor for keeping, to the extent required in the notice, its equipment committed to the
Additional Work in a standby status. The standby charge for equipment shall not exceed 25%
of the agreed upon rental rate and will only be made to equipment that is in operable
condition.
GC-18 DISPUTE RESOLUTION
GC-18.1 Except as may be expressly provided elsewhere in the Contract Documents to the contrary, any
dispute arising out of or in connection with this Agreement or its performance, including but not
limited to its validity, construction, or enforcement shall, to the extent possible, be settled amicably
by negotiation between the Parties represented by management of each Party, prior to either Party
taking legal action. Both Contractor and IPC agree to make good faith efforts to resolve any dispute
under the Agreement. Negotiations and meetings conducted pursuant to this Section shall be
confidential and shall be treated as compromise and settlement discussions not admissible in any
legal proceeding involving this Agreement, in accordance with state and Federal Rules of Evidence.
GC-19 RETAINAGE AND PROGRESS PAYMENTS
GC-19.1 Retainage. From each payment to Contractor, IPC may withhold 5% of the amount otherwise due
after deduction of any amounts as set forth in Section GC-19.2 below; provided however, that IPC may
increase retention to 20% if Contractor fails to provide a performance bond issued by a surety
acceptable to IPC when requested to do so by IPC. IPC may, at its option and in its sole discretion,
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reduce the amount to be retained at any time, collect or not collect retainage, or change its retainage
practice at any time during the Agreement without waiving any of its rights under the Agreement.
GC-19.2 Application for Progress Payment. Monthly during performance of the Work, or on such other
schedule as shall be set forth in Progress Payment Schedule, Contractor may make application for
payment that shall include an itemized and detailed invoice and be in conformance with the Schedule
of Values, Progress Payment Schedule, or Schedule of Unit Pric es, as applicable. An Application for
Progress Payment that includes a request for payment for Additional Work shall include reference to
the Change Order authorizing the Additional Work and any other substantiating data available to
Contractor and requested by IPC. No payments will be made under the Contract Documents except as
certified by the IPAR. The IPAR will make a determination based on measurement or approximation
of whether the Application for Progress Payment is consistent with the Schedule of Va lues, Progress
Payment Schedule, Approved Schedule, or Schedule of Unit Prices (each as applicable), and whether
the Application for Progress Payment accords with the IPAR’s determination of the amount of Work
performed and materials incorporated into the Work. The IPAR will review Contractor’s timeliness
and quality of Work through the date of the Application for Progress Payment; Contractor’s payment
status with its employees and Subcontractors; and overall compliance with the Contract Documents in
the performance of the Work. Based on the IPAR’s review, the IPAR may either reject the Application
for Progress Payment or authorize payment in whole or in part. The IPAR will only certify payment
for those amounts that the IPAR has no dispute or objection, less retainage, any offsets, prior
payments, and other amounts chargeable to Contractor in accordance with the Contract Documents.
IPC shall only be obligated to pay for materials after the materials have been delivered onsite and
installed in accordance with this Agreement.
GC-19.3 The amount authorized for payment by the IPAR, if any, will be paid by IPC to Contractor within
30 Days of the IPAR’s approval of payment. The IPAR shall advise Contractor at the time of
disapproving or nullifying an application for payment of the specific reasons for its disapproval or
nullification. If the reasons for the IPAR’s objections or disputes are cured, Contractor may renew its
Application for Progress Payment on those items and submit a revised i nvoice and application.
Progress payments will only be made upon the IPAR’s approved invoices. A progress payment by IPC,
or partial or entire use or occupancy of the Project by IPC, shall not constitute acceptance of Work that
is defective or not in accordance with the Contract Documents.
GC-19.4 As a condition precedent to IPC’s obligation to make payment to Contractor for any amount
sought under a Application for Progress Payment, submitted pursuant to the Contract Documents,
Contractor shall provide to IPC upon IPC’s request and in a form acceptable to IPC (i) executed waivers
of lien and claim in the amount of Contractor’s invoice or Application for Progress Payment, in the
form or substantially the form attached as an annex to the Agreement; (ii) executed waivers of lien
and claim from each Subcontractor for which Contractor seeks payment, in the amount sought by
Contractor in its invoice or Application for Progress Payment; and (iii) a duly executed and
acknowledged sworn statement from Contractor showing all Subcontractors that have provided
Work, the amount of each subcontract Contractor has executed with the Subcontractor, the amount
requested for payment to each such Subcontractor, and the amounts to be paid to and retained by the
Contractor from such progress payment, together with similar sworn statements from all such
Subcontractors. The waiver and release forms submitted by the Contractor shall be conditional as to
the payment sought by the current Application for Progress Payment and shall be unconditional as to
the payment received pursuant to the prior payment Application for Progress Payment.
GC-19.5 Contractor shall promptly pay each Subcontractor the amount paid to the Contractor by IPC on
account of each Subcontractor’s performance of the Work. The Contractor’s subcontract agreements
and purchase order agreements shall require each Subcontractor to make payment in a similar
manner to the entities with which it has contracted for performance of the Work. IPC reserves the
right to communicate directly with Subcontractors regarding payment, and to pay such entities
directly or by means of multiple-payee checks as IPC deems necessary to protect its interests. Should
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the Contractor withhold payment from any Subcontractors, Contractor shall notify IPC in writing. IPC
may withhold such funds from Contractor until the dispute is resolved; provided that such
withholding does not conflict with applicable law. Nothing in this Section GC -19.5 shall be construed
or interpreted to (i) create a contractual relationship of any kind between IPC, on the one hand, and
Subcontractors on the other; or (ii) place any obligation on IPC to pay Subcontractors.
GC-19.6 Contractor shall continue performance of the Work and shall maintain the progress of the Work
in accordance with the Approved Schedule throughout the duration of any dispute arising out of the
Work or the Agreement, including but not limited to, disputes arising out of Delay Claims made in
accordance with Section GC-15 and disputes arising out of claims for Additional Work, made in
accordance with Section GC-17. If Contractor continues to perform the Work in accordance with the
Contract Documents throughout the duration of such dispute, IPC shall continue to make payments in
accordance with the Contract Documents on undisputed items.
GC-19.7 Notwithstanding anything to the contrary in the foregoing sections, IPC reserves the right, at its
discretion, to withhold payments which may otherwise be due Contractor if (i) Contractor fai ls to
correct defective, non-conforming, or damaged Work; (ii) Contractor fails to make substantial
progress on the Work; (iii) Contractor fails to ensure Subcontractors are promptly paid; (iv) there is
reasonable evidence of a potential third party claim against IPC related to the Work; (v) there is
reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Price;
(vi) there is reasonable evidence that the Work will not be completed within the Contract Time, and
that the unpaid balance would not be adequate to cover actual or liquidated damages for the
anticipated delay; (vii) Contractor is otherwise in breach of any provision of the Contract Documents;
or (viii) IPC has any other good faith dispute with Contractor.
GC-19.8 Contractor’s obligations under this Section GC -19 shall include but not limited to the obligation
to pay all Subcontractors and any other person or entity having construction lien rights regarding the
Project due to their performance of the Contractor’s obligations under the Agreement. Contractor
agrees to keep the Project and Work site free and clear of any and all such lien claims filed by any such
person or entity. Within 15 Days after written demand from IPC, the Contractor shall remove any such
lien claim from the Project or Project site by payment, settlement or the furnishing and perfection of
a lien release bond or deposit pursuant to applicable law; upon the Contractor’s failure or refusal to
do so, IPC may do so in which event Contractor shall pay IPC’s attorneys’ fees, costs, disbursements
and expenses so incurred. In addition to all other obligations herein, Contractor agrees to indemnify,
hold harmless, reimburse, and defend IPC and others with an interest in the Project or Project site, if
any, from, for, and against any and all liens referenced in this Section GC -19.8, and actions, suits,
proceedings, costs, disbursements and expenses incurred, including but not limited to attorneys’ fees,
related to such liens.
GC-20 SUBSTANTIAL COMPLETION
GC-20.1 The term “Substantial Completion” means when (a) the materials and equipment for the Project
have been installed substantially in accordance with the Contract Documents, are operational, and
have been checked and tested as required by IPC; (b) a Punch List of the uncompleted items (not
impacting the use, occupation and operation of the Project) and dates for completion of those items
shall be established, unless IPC waives in writing completion of Punch List Items; (c) IPC has received
a temporary or final certificate of occupancy, if applicable, and all other governmental approvals
necessary and required for IPC to occupy or utilize the Work or designated portion for its intended
purpose; and (d) IPC can occupy or utilize the Work for its intended use.
GC-20.2 Not less than five Days prior to Substantial Completion, Contractor shall submit to IPC the
proposed Punch List for the Work. The Punch List shall include a list of Punch List Items, an estimate
of the cost (inclusive of parts, material, labor, supervision, equipment rental costs, and overhead) to
complete each Punch List Items and an estimate of the scheduled date of completion for each Punch
List Item. Within five Days following receipt of such pr oposed Punch List, IPC shall notify Contractor
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in writing that it accepts such Punch List, or IPC shall state its reasons for disagreement with such
Punch List in reasonable detail; provided, however, that IPC’s acceptance or rejection in whole or in
part of such Punch List (including the estimate of costs to complete the Punch List Items) shall not
relieve Contractor of its liability to complete each Punch List Item in accordance with this Agreement.
Unless otherwise specified in the Punch List, all Punch List Items must be completed to the reasonable
satisfaction of IPC by the Final Completion Date. If Contractor does not complete a Punch List Item
within the allotted time, IPC shall have the right to complete such item and set off the cost thereof
against any outstanding amounts due Contractor. Notwithstanding any other provision of this
Agreement to the contrary, if the completion of any Punch List Item requires the Work or Project to
be de-activated or inoperable, IPC shall have the option of completing such Punch List Items itself (at
Contractor’s expense) or specifying the dates and times when such Punch List Items may be
completed by Contractor.
GC-20.3 When Contractor believes there has been Substantial Completion of the Work, Contractor shall:
i) prepare and submit to the IPAR a Certificate of Substantial Completion in a form acceptable to IPC,
or substantially the form attached as an annex to the Agreement, that will list the items (including all
remaining Punch List Items) yet to be completed or corrected, and will identify a date for each of those
items to be completed or corrected by Contractor; ii) provide to IPC all Record Documents as required
pursuant to Exhibit C. If the IPAR does not agree with the items or representations in Contractor’s
Certificate of Substantial Completion, the IPAR will advise Contractor of the changes it requires and
Contractor will revise and resubmit the Certificate of Substantial Completion. After approval by the
IPAR and written acceptance of the Certi ficate of Substantial Completion by IPC, IPC will take
possession and control of the Project. For purposes of the Contract Documents, the date that
Contractor submits a conforming Certificate of Substantial Completion that is accepted in writing by
IPC shall be deemed the date of Substantial Completion of the Work.
GC-20.4 Within 35 Days following acceptance by IPC of the Certificate of Substantial Completion, the
retention withheld by IPC shall be reduced to the lesser of (i) one hundred fifty percent (150%) of the
estimated value of the Work yet to be completed (including any rework) in accordance with this
Agreement, or (ii) five percent (5%) of the Contract Price; provided, however, that IPC shall not be
required to reduce retention pursuant to this Section if a dispute exists between IPC and Contractor.
GC-21 FINAL COMPLETION
GC-21.1 Notice of Final Completion. Promptly after Contractor determines that Final Completion of the
Work has occurred, Contractor shall issue to the IPAR a Notice of F inal Completion in a form
acceptable to IPC, or substantially the form attached as an annex to the Agreement, which shall include
relevant Record Documents as identified in Exhibit C, performance test reports as required by IPC, a
completed Punch List, and the date upon which all of Contractor’s Work was completed. After receipt
of the Notice of Final Completion, the IPAR shall respond to Contractor in writing and either accept
such Notice of Final Completion or identify any deficiencies, which deficiencies shall be promptly
corrected by Contractor and the Notice of Final Completion resubmitted to the IPAR. The date the
Notice of Final Completion has been accepted in writing by IPC shall be the Date of Final Completion.
GC-21.2 Final Completion of the Work. Final Completion of the Work, and the date on which Final
Completion of the Work shall have been deemed to occur, shall be when (a) Substantial Completion
has occurred; (b) all Punch List Items, site clean -up, and Restoration has been completed; (c) Record
Documents have been accepted by IPC; (d) Contractor’s Notice of Final Completion has been
affirmatively accepted, in writing, by IPC; (e) Contractor has provided IPC with four copies of
Operations and Maintenance manuals; (f) IPC has a final c ertificate of occupancy and all other
governmental approvals necessary for IPC to occupy or utilize the Work or designated portion thereof
for its intended purpose; and (g) Contractor shall have returned to IPC all IPC property. Contractor
shall achieve Final Completion of the Work by the Final Completion Date.
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GC-21.3 IPC Property. Upon Final Completion of the Work, Contractor, its employees, agents and
subcontractors at all tiers shall return all IPC property (including, without limitation, security acces s
cards, keys, passwords, tokens, pagers and parking cards) issued to them. Contractor shall be
responsible for replacement cost of any unreturned IPC property.
GC-22 FINAL PAYMENT
GC-22.1 Upon Final Completion of the Work, Contractor shall submit the foll owing to IPC:
a. Final Application for Progress Payment;
b. Release of any and all liens and claims and consent of surety (if applicable);
c. All documents, data, and warranties as provided in these General Conditions; and
d. An affidavit of Contractor, if requested by IPC, that all indebtedness connected with the Work,
including but not limited to, payroll, payments to suppliers, and rentals have been fully and finally
paid;
Within 30 Days of IPC’s acceptance of the Notice of Final Completion and IPC’s receipt and acceptance
of the information and documents set forth in this Section GC -22.1, IPC shall pay Contractor any
undisputed balance due on the Contract Price and any Change Orders and retention withheld by IPC,
less 150% of the value of any disputed item(s). Acceptance of final payment by Contractor and
Subcontractor shall constitute a complete release of IPC from all claims, including without limitation
all liens as allowed by applicable law (whether statutory or otherwise and including mechanic’s or
suppliers’ liens, provision of all such final lien releases shall be a condition precedent to payment of
any moneys due); (ii) all potential claims for additional compensation hereunder by Contractor or
Subcontractor with respect to any Work performed or furnished in connection with the Agreement;
and (iii) all potential claims against IPC for any act or omission of IPC or of any other person or entity
relating to or affecting the Agreement and arising prior to the date of such payment. The pa yment by
IPC shall not be deemed a waiver by IPC of any obligation of Contractor under this Agreement and
shall not constitute a waiver of any claim or right IPC may have at any time against Contractor
including, without limitation, unsettled liens, warranty rights, and indemnification obligations of
Contractor.
GC-22.2 Notwithstanding the provisions in Sections GC-19 and GC-22, the aggregate of IPC’s payments to
Contractor, excluding payments provided for under Change Orders, shall not exceed the Contract
Price.
GC-23 WARRANTY OF TITLE/ RISK OF LOSS/WARRANTY OF WORKMANSHIP AND QUALITY
GC-23.1 Warranty of Title; Risk of Loss: Contractor warrants that title to all Work included within
Contractor’s Application for Progress Payment will pass to IPC no later tha n the time of payment and
that such title shall be free and clear of liens, claims, security interests or encumbrances of the
Contractor, Subcontractors, or other entities claiming interest in the Project, lands, or improvements
by reason of having provided labor, material or equipment to the Project. Notwithstanding the
passage of title as set forth in this Section GC -23.1, Contractor shall, except as otherwise provided in
this Agreement, bear the risk of loss with respect to, and shall have care, custody and control of, all
materials, equipment, spare parts, supplies and maintenance equipment (including temporary
materials, equipment, and supplies) located within the Project site, off -site, and any other completed
Work until such time as the transfer of ca re, custody, and control to IPC is effected upon Substantial
Completion of the Work.
GC-23.2 Contractor represents, warrants, and covenants to IPC that all materials and equipment
incorporated into the Work covered by the Agreement shall be new, of the quality specified and, where
not specified, of a grade suitable for their intended use and in conformance with the Specifications,
Drawings, Samples and other descriptions set forth in the Agreement. Contractor shall, and Contractor
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shall cause its Subcontractors, to perform all obligations and Work under this Agreement in a prompt
and diligent manner, and with superior workmanship. Contractor’s Work shall be in strict compliance
with the Contract Documents and other requirements referenced in this A greement. Any Work not
conforming to these requirements, including but not limited to substitutions not properly approved
and authorized, shall be considered defective. Contractor warrants all equipment, materials, and labor
furnished or Work performed by Contractor and Subcontractor under the Agreement against defects
in materials, workmanship, and non-conformities for a period commencing on the Effective Date and
terminating on either (i) two years following Final Completion of the Work, or (ii) the warranty period
otherwise provided by Contractor and Subcontractor, whichever is longer (“Warranty Period”).
Contractor’s warranty shall not limit the time period within which IPC may exercise its warranty
rights for the reporting of defects and deficiencies which are identified after the expiration of the
Warranty Period but are deemed to have occurred prior to, or during the Warranty Period.
Contractor’s equipment and materials warranty shall not limit any other right or remedy available to
IPC for breaches of this Agreement.
GC-23.3 Contractor shall perform such tests as IPC may require to verify that such repairs and
replacements comply with the requirements of the Agreement. Contractor shall pay for all costs
incidental to such repair, replacement and testing, including, without limitation, the value of any IPC-
furnished materials spoiled or damaged by the Contractor’s failure to comply with the Contract
Documents, and the removal, replacement and reinstallation of equipment and materials. Con tractor
warrants such repaired or replaced work against defective materials and workmanship for a period
of two years from and after IPC’s acceptance of the repair and replacement work. Should Contractor
fail to promptly make the necessary repair, replacement and test, or should IPC determine that an
emergency or exigent circumstances exist such that IPC must repair or replace any equipment or
apparatus as promptly as practicable, IPC may perform or cause to be performed the same at
Contractor’s expense. IPC reserves the right to have any such repair or replacement work done when
IPC deems advisable. Contractor and its surety or sureties, if any, shall be liable for the satisfaction
and full performance of the warranties and obligations as set forth herein.
GC-23.4 Upon Notice received from IPC during the Warranty Period, Contractor shall, without additional
compensation:
a. Construction: Re-perform or cause to be re-performed any Work that is found to be deficient and
non-conforming in that it fails to meet the standard set out in Section GC-23.2; and
b. Equipment and Materials: Take such steps as may be necessary to repair or replace (at IPC’s
option) any equipment or materials found to be defective or non-conforming due to failure to meet
the standards set out in Section GC-23.2. Contractor agrees that Work not conforming to these
requirements, including substitutions not properly approved and authorized, may be considered
defective.
c. This Section GC-23 shall not limit any other remedies available to IPC under this Agreement or
applicable law.
GC-23.5 Warranty Notice: Contractor’s warranty obligations and liabilities are conditioned on IPC
delivering notice of an alleged deficiency or defect, after actual discovery thereof by IPC. Any such
Notice of deficiency or defect shall state with reasonable specificity the observation of the deficiency
or defect and the reasons supporting IPC’s belief concerning the alleged deficiency or defect.
Contractor shall respond to any such Notice not later than five Days aft er receipt of any such notice,
and Contractor shall promptly commence the appropriate re-performance, repair, or replacement,
consistent with Section GC-23.4.
GC-23.6 All warranties or guarantees incorporated into the Project shall be delivered to IPC upon payment
for the same but in no event later than Contractor’s final Application for Progress Payment. Final
payment is contingent upon receipt of all such written warranties, which must be valid and
enforceable by IPC. Effective upon the written demand of IPC or upon the insolvency, bankruptcy,
dissolution, or other incapacity of the Contractor, Contractor assigns to IPC all Contractors and
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Subcontractors’ warranties in materials and equipment and other portions or components of the
Work.
GC-23.7 Contractor shall collect, assemble in a binder and submit to IPC written warranties and related
documents provided by Contractors and Subcontractors, including but not limited to suppliers of
equipment, appliances, and other components of the Project. Contractor sha ll ensure that all such
written warranties extend to IPC.
GC-23.8 In addition to the warranties set forth in above, Contractor shall make any and all repairs or
replacements resulting from defects in materials or workmanship or non-conforming Work at its own
cost for a period of two years following Final Completion of the Work. In addition to all other
obligations herein, Contractor shall indemnify, defend, reimburse, and hold IPC and the IPC’s
employees and agents harmless from all claims, liabilities, losses, actions, awards, costs, expenses and
damages, whether actual or merely alleged and whether directly incurred or from a third party,
including but not limited to attorney’s fees and related costs, arising from any such defects or non -
conforming Work during such periods. Contractor shall make the repairs and replacements required
of Contractor promptly upon receipt of written notification from IPC. If Contractor fails to make such
repairs and replacements promptly, IPC may repair or rep lace the defective element of the Project
and Contractor shall reimburse IPC for the cost thereof, (together with an administrative fee of fifteen
percent (15%) of the cost of the repairs or replacement work) within 10 Days after written demand;
and, IPC may also withhold payments to Contractor.
GC-24 COLLATERAL WORK
GC-24.1 IPC reserves the right to have separate contractors, IPC’s employees or agents, as it may elect,
enter upon the property near, or the location of, the Work for the purpose of constructing or installing
collateral work. Contractor shall cooperate and work in harmony with IPC’s employees, agents, and
other contractors used by IPC.
GC-25 REGULATIONS AND PERMITS
GC-25.1 Contractor shall comply with all federal, state, and local laws, ordinances, and regulations
affecting the conduct of the Work, and all such orders or decrees as currently exist and those which
may be enacted later, by bodies or tribunals having jurisdiction or authority over the Work; shall give
all notices; and shall procure all applicable permits, licenses, and inspections and pay all fees and
charges in connection therewith, except as may otherwise be provided in the Contract Documents. In
addition to all other obligations herein, Contractor shall indemnify, defend, and save harmless IPC,
affiliates, directors, officers, employees, agents and its representatives, and each of them from, for, and
against any and all claims, losses, costs, damages, and expense, whether actual or merely alleged and
whether directly incurred or from a third party, including attorney and expert fees and costs both at
trial and on appeal, arising from or based on the violation of any such laws, ordinances, regulations,
orders, or decrees, whether such violations be by Contractor, Subcontractors, or their agents or
employees. Upon and as a condition of achievement of Final Completion of the Work, Contractor shall
provide to IPC the originals of all permits, receipts, certificates, licenses, and other documents
received in complying with this Section GC-25.1.
GC-25.2 Should any discrepancy or inconsistency be discovered between the Agreement and any law,
ordinance, regulation, order, or decree, Contractor shall immediately report the same in writing to
IPC. If Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building or
other codes, and rules, and regulations or other lawful orders of public authorities without such notice
to IPC, Contractor shall assume responsibility for such Work and shall bear the costs attributable to
correction. Contractor shall be responsible for the compliance of all laws, ordinances, regulations,
orders, or decrees by Subcontractors.
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GC-26 EASEMENT AGREEMENTS
GC-26.1 Contractor agrees to abide by and conform with all conditions set forth in the easements
pertaining in any manner to the Work; such easements being expressly made a part of the Contract
Documents.
GC-27 UNDERGROUND UTILITIES
GC-27.1 Contractor shall, unless otherwise specifically provided for in writing, ma ke arrangements with
utilities and a locating company to identify the location of all underground utilities prior to
commencing Work. Contractor agrees that all Work shall be done at Contractor’s risk regardless of
whether IPC or any other person requests the location of the underground utilities. If any loss or
damage shall result, Contractor shall promptly repair or replace such loss or damage free from all
expense to IPC.
GC-28 INFRINGEMENT OF INTELLECTUAL PROPERTY RIGHTS; LICENSES
GC-28.1 Contractor represents and warrants that any Work performed by Contractor and Subcontractor,
and each component thereof, including code and any embedded software, when properly used as
contemplated herein, and their copying, use, modification and distribution as contemplated by the
Agreement shall not infringe or misappropriate any third party’s intellectual property rights. To the
extent necessary for IPC’s use of the Work and Work Product as contemplated by the Agreement,
Contractor grants to IPC a license (or sublicense, as applicable) to all intellectual property included or
incorporated into the Work and the Work Product. Contractor represents and warrants to IPC that it
has obtained all authorizations and agreements necessary for Contractor to sublicense to IPC (or other
form of authorization for IPC) all third party intellectual property incorporated into the Work and
Work Product to the fullest extent necessary for IPC to use the Work and Work Product for the
purposes contemplated by the Agreement. In addition to all other obligations herein, Contractor shall
assume all liability and fully defend, indemnify and save harmless IPC, its members, partners, officers,
directors, affiliates, agents, and employees of any of them, successors of the foregoing and assigns,
from, for, and against all claims, suits, proceedings, damages, losses, expenses, fees and royalties,
including but not limited to attorneys’ and expert witnesses’ fees and related costs, disbursements
and expenses, arising from any infringement or misappropriation, whether actual or merely alleged
and whether directly incurred or from a third party, of any patent, trademark, copyright, or other
intellectual property right of any article, machine, manufacture, structure, composition, arrangement,
improvement, design, device, methods or process embodied or used in the performance of the
Agreement or the Work. IPC and its successors and assigns will give written notice of all such
infringement and misappropriation claims, suits, or proceedings instit uted against it to the
Contractor, who shall defend same, and IPC will give Contractor reasonable assistance at Contractor’s
expense.
GC-29 REMOVAL OF EQUIPMENT
GC-29.1 Contractor shall not sell, assign, mortgage, hypothecate, or remove equipment or materials which
have been installed or which may be necessary for the completion of the Work, without the written
consent of the IPAR.
GC-30 ASSIGNMENT OF CONTRACT
GC-30.1 Contractor shall not assign any of the Contract Documents or any portion thereof or any rights
therein, or delegate any of its duties, in each case whether by operation of law or otherwise, to any
person, persons, entity, or organization without the prior written consent of IPC. The Parties
acknowledge that the Work contemplated by the Contract Documents constitutes specialized services,
and as such IPC may withhold its consent to Contractor’s assignment of its rights and delegation of its
duties in IPC’s sole discretion. No assignment, even though IPC shall have consented to such
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assignment, shall relieve Contractor from its liability or obligations under the Contract Documents for
the performance and completion of the Work by the time and in the manner herein contracted for,
and all such assignment shall be subject to the rights provided to IPC herein. IPC may assign the
Agreement and any rights and obligations relating to the Agreement (including but not limited to its
right to assert claims and defenses against Contractor) at IPC’s discretion. Each contract or
arrangement Contractor executes with a Subcontractor shall state that the Subcontractor agrees to
the assignment of the subcontract to IPC, and Contractor shall ensure that each contract Subcontractor
executes related to the Project shall have the same requirement.
GC-31 IPC’S RIGHT TO TERMINATION FOR CONVENIENCE
GC-31.1 IPC may, at its option, for any reason, and without notice and without cause, terminate or suspend
the Agreement in whole or in part, at any time by written notice thereof to Contractor, whether or not
Contractor is in default. Such termination shall also terminate all subcontracts pertaining to such
Work. Contractor hereby waives any claims for damages, including without limitation loss of
anticipated profits, on account thereof, and shall cause Subcontractors to waive the same. As the sole
right and remedy of Contractor, IPC shall pay Contractor in accordance with Section GC-31.3 below;
provided, however, that those provisions of the Contract Documents which by their very nature
survive final acceptance of the Work shall remain in full force and effect after such termination.
GC-31.2 Upon receipt of any such notice, Contractor shall, unless the notice requires otherwise:
a. Immediately discontinue Work on the date and to the extent specified in the notice;
b. Place no further orders or subcontracts for materials, services, or facilities other than may be
necessary or required for completion of such portion of the Work not terminated;
c. Promptly terminate and cancel, upon terms satisfactory to IPC, all orders and subcontracts to the
extent they relate to the performance of the Work terminated or, at IPC’s election, assign IPC those
orders and subcontracts and revoke agreements specified in such notice; and
d. Assist IPC, as specifically requested in writing, in the maintenance, protection, and disposition of
property acquired by IPC under the Agreement.
GC-31.3 IPC shall not be liable for indirect, incidental, or consequential damages of any kind related to
termination of this Agreement. Upon any such termination, IPC will pay to Contractor an undisputed
amount determined in accordance with the following (without duplication of any item):
a. Subject to offsets, all undisputed amounts due and owing and not previously paid to Contractor
for Work completed prior to such notice and for Work thereafter completed as specified in such
notice.
b. The reasonable costs incurred pursuant to Section GC-31.2.d. above.
GC-32 IPC’S RIGHT TO TERMINATE THE AGREEMENT FOR CAUSE
GC-32.1 Each of the following shall constitute an event of default by Contractor under this Agreement:
a. If Contractor utilizes improper materials or inadequately skilled workers;
b. If Contractor fails to make prompt payment when due to any Subcontractor;
c. If Contractor fails to abide by the orders, regulations, rules, ordinances, or laws of governmental
authorities having jurisdiction;
d. If Contractor fails to perform under the Agreement or Contract Documents;
e. If Contractor abandons the Work;
f. If Contractor assigns the Agreement in violation of the Agreement or Contract Documents;
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g. If Contractor subcontracts Work without consent of IPC in violation of the Agreement or Contract
Documents;
h. If Contractor fails, neglects, refuses, or is unable at any time during the course of the performance
of the Work to provide sufficient material, equipment, services, or labor to timely perform the
Work;
i. If Contractor sells or transfers all or substantially all of its assets;
j. If Contractor merges with or into any other entity;
k. If Contractor is in breach of any representation, obligation, or warranty given in this Agreement;
or
l. If IPC assesses Delay Liquidated Damages in an amount equal to any individual cap, if such cap
exists. If no such cap exists, IPC has the right to terminate the Agreement for cause at any point
Contractor fails to complete the Work in accordance with the Agreement and the Approved
Schedule.
GC-32.2 IPC will issue a written notice of default to Contractor in the event of default pursuant to Section
GC-32.1. If, after receipt of such written notice, Contractor fails to cure the default(s) within seven
Days, IPC may, without prejudice to any other rights or remedies it may have under the Agreement,
terminate the Agreement for cause; provided, however, that if the nature of the default is such that it
could not reasonably be cured within the seven day period, then IPC may terminate the Agreement
for cause immediately upon providing written notice to Contractor. IP C will issue a written notice of
termination to Contractor at the time this Agreement is terminated. Upon such termination, IPC may:
a. Take possession of the Work site;
b. Take possession of all Contractor’s materials, equipment, tools, and construction equipment;
c. Accept assignment of subcontracts at all tiers; and
d. Finish the Work by whatever reasonable method IPC may deem necessary.
GC-32.3 If IPC terminates this Agreement pursuant to Section GC -32.2, IPC shall not be required to make
any payments for Work completed from and after the date of termination. IPC shall determine the
total expenses that will be incurred by it and accrued in completing the Work including, without
limitation, any costs of accelerated or expedited construction method s incurred in an attempt to
mitigate delay, liquidated damages, charges for administering subcontracts, and legal fees associated
with the termination. If such expenses exceed the balance of the Contract Price that is unpaid as of the
date of termination, then Contractor shall be liable for and shall pay to IPC the amount of such excess
within ten (10) Days following receipt of IPC’s demand for such payment. IPC shall not be required to
obtain the lowest price for completing the Work, but may make such expenditures as in its sole
judgment shall best accomplish such completion. All unpaid Delay Liquidated Damages that have
accrued up to the date of termination shall be immediately due and payable by Contractor to IPC
regardless of IPC’s failure to request such amounts.
GC-32.4 If IPC terminates this Agreement pursuant to Section GC-32.2, IPC shall have the right to (i) offset
any amounts owed by IPC to Contractor, under any active agreement between Contractor and IPC,
against any and all amounts owed by Contractor to IPC as of the date of termination, (ii) apply any
amounts held as accumulated retainage or any amounts held as security for the completion of Punch
List Items or uncompleted Work or to cover the cost of Punch List Items or uncompleted Work against
any and all amounts owed by Contractor to IPC as of the date of termination, (iii) draw upon and retain
any security to cover the cost of any and all amounts owed by Contractor, and (iv) stop all further
payments to Contractor until the Work is complete.
GC-32.5 If a termination of the Agreement in whole or in part pursuant to this Section 32 is deemed in a
final judgment to be wrongful, then the termination shall automatically be converted to a termination
for the IPC’s convenience pursuant to Section GC-31.
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GC-32.6 This Agreement shall terminate immediately at IPC’s discretion if (i) Contractor files a petition
seeking to take advantage of any law relating to bankruptcy, insolvency, reorganization, winding up,
or composition or readjustment of debts and, in the case of any such proceeding instituted against
Contractor (but not by Contractor) such proceeding is not dismissed within 30 Days of such filing; or
Contractor makes a general assignment for the benefit of its creditors, or if a receiver is appointed on
account of the insolvency of Contractor.
GC-33 HAZARDOUS MATERIALS, ARTIFACTS, WETLAND CONDITIONS, AND MATERIALS
BROUGHT TO WORK SITE
GC-33.1 If after the commencement of the Work, Hazardous Material is discovered at the Work site,
Contractor shall immediately stop Work in the affected area. Contractor shall immediately report the
condition to IPC in writing and, if required, the government agency with jurisdiction.
GC-33.2 Contractor shall not be required to perform any Work r elating to or in the area of Hazardous
Material without written direction by IPC.
GC-33.3 If Contractor or Subcontractor did not bring the Hazardous Material to the Work site, IPC shall be
responsible for retaining an independent testing laboratory to determine the nature of the material
encountered and whether the material requires corrective measures or remedial action. Contractor
shall resume Work in the area affected by any Hazardous Material only upon written direction by IPC
after the Hazardous Material has been removed or rendered harmless and only after approval, if
necessary, of the governmental agency with jurisdiction.
GC-33.4 If Contractor incurs additional costs or is delayed due to the presence or remediation of
Hazardous Material, Contractor shall be entitled to an equitable adjustment in the Contract Price or
the Contract Time; provided, however, that Contractor is required to take all reasonable measures to
mitigate any delay or cost, and that Contractor will not be entitled t o an equitable adjustment if
Contractor brought the Hazardous Material to the Work Site. Contractor shall only be able to recover
additional actual direct costs caused by the presence or remediation of Hazardous Material, not
indirect, incidental, or consequential costs.
GC-33.5 Contractor agrees that Safety Data Sheets (SDS) as required by law and pertaining to materials
or substances used or consumed in the performance of the Work, whether obtained by Contractor,
Subcontractors, IPC, or others, shall be maintained at the Work site by Contractor and made available
to IPC, Subcontractors, IPC, and others.
GC-33.6 Contractor shall be solely responsible for the proper delivery, handling, application, storage,
removal and disposal of all materials and substances brought to the Work site by Contractor and
Subcontractor in accordance with the Contract Documents and used or consumed in the performance
of the Work.
GC-33.7 Contractor shall defend, indemnify, reimburse, and hold harmless IPC, its agents, officers,
directors, partners, agents and employees, and the successor of the foregoing, from, for, and against
any and all claims, damages, losses, costs and expenses, whether actual or merely alleged and whether
directly incurred or from a third party, including but not limited to attorney’s and expert witness fees,
costs and expenses incurred arising out of or relating to the delivery, handling, application, storage,
removal and disposal of all materials and substances brought to the Work site by the Contractor,
Subcontractor, or anyone for whose acts or omissions they are responsible for, in accordance with the
Contract Documents; provided that injury to persons or damage to property is not exclusively caused
by the sole negligence of IPC.
GC-33.8 The terms of this Section GC-33 shall survive the completion of the Work or any termination of
this Agreement.
GC-33.9 If after the commencement of the Work, a wetland condition or archeological site is discovered
at the Work site, the Contractor shall immediately stop Work in the affected area. Contractor
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 33 of 37
immediately shall report the condition to IPC in writing and, if required, the government agency with
jurisdiction. The term “wetland condition” shall mean and include any “wetland” and “waterbody”
subject to regulation under the federal Clean Water Act and similar terms as used in applicable federal,
state and local statutes, rules and regulations. The term “archeological site” shall mean and include
any cairn, burial, human remains, funerary object, sacred object or object of cultural patrimony of any
native Indian.
GC-33.10Contractor shall not install any material that contains asbestos. If requested by IPC in writing,
Contractor shall certify in writing that Contractor’s Work did not contain any asbestos materials.
Contractor shall provide such certification to IPC as part of the Record Documents.
GC-34 CONTRACTOR’S RECORD
GC-34.1 During the term of the Agreement and for a period of five years thereafter, Contractor shall keep
all books, records, and other documents pertaining to the Work, and IPC shall have the right to
examine any books, records, and other documents of the Contractor pertaining to the Work and
including, but not limited to, costs or charges submitted to or paid by IPC as compensation to
Contractor hereunder. IPC will give Contractor three Days’ advance written notice of such intended
examinations. Contractor’s records shall be kept in accordance with generally accepted accounting
principles in the particular indust ry in which Contractor works and shall be kept in such a manner
and in sufficient detail to clearly disclose the nature and amounts of the different items of service and
cost pertaining to the Agreement and the basis of charges and allocations to the Work.
GC-35 DATA SECURITY AND PROTECTION AND SECURITY SCREENING REQUIREMENTS
GC-35.1 Data Security. IPC Data will remain the sole property of IPC. Contractor may not use IPC Data for
any purpose other than to perform its obligations under this Agreement. IPC Data may not be sold,
assigned, leased or otherwise disposed of or commercially exploited by Contractor. Contractor
represents, warrants, and covenants to IPC that Contractor has developed and implemented, currently
has in place, and shall maintain during the term of this Agreement a comprehensive information
security program that includes administrative, technical, and physical safeguards and controls
sufficient to: (i) ensure the security and confidentiality of IPC Data; (ii) protect again st anticipated
threats or hazards to the security or integrity of such information; and (iii) protect against
unauthorized access to, or disclosure or use of, all IPC data that Contractor accesses, receives, stores,
processes, transmits, maintains, or possesses (collectively, “Security”). Contractor shall document its
Security and all safeguards, procedures, and controls and keep them current in light of changes in
relevant technology and provide IPC with a copy of the same upon request and at no cost to IPC. Such
Security shall include, but not be limited to, the following:
GC-35.1.1 Contractor shall utilize industry-accepted firewalls, up-to-date anti-virus software, and non
end-of-life operating systems;
GC-35.1.2 Contractor shall ensure access is control led to the physical location of the hardware
containing IPC Data;
GC-35.1.3 Contractor shall secure electronic access to Contractor’s information systems containing
IPC Data;
GC-35.1.4 Contractor shall store, process, and maintain any and all IPC Data on designated target
servers that reside physically within the boundaries of the United States ;
GC-35.1.5 Contractor shall not transfer any IPC Data outside of its network via unencrypted means ;
GC-35.1.6 Contractor shall not process or transfer IPC Data to any unencrypted portable or laptop
computing device, or any other unencrypted portable storage medium;
GC-35.1.7 Contractor shall provide its workforce position appropriate cybersecurity awareness
training, including, but not limited to, an anti-phishing program;
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 34 of 37
GC-35.1.8 Contractor shall take measures to protect IPC Data against destruction, loss, or damage due
to potential environmental hazards, such as fire and water damage or technological failures;
GC-35.1.9 Contractor’s and Subcontractors’ personnel may not access or store IPC Data on any
personal or third party devices, including mobile devices, tab lets, or personally owned laptops,
unless such devices have been configured with industry standard security and encryption
features, which shall include at a minimum remote wipe and remote shutdown capabilities ;
GC-35.1.10 Contractor shall two-factor authentication for remote access to systems that access or
store IPC Data;
GC-35.1.11 Contractor shall secure and prevent misuse of its own email resources ; and
GC-35.1.12 Upon termination of this Agreement, Contractor shall require the destruction or erasure of
physical or electronic media containing IPC Data so that such information cannot practicably be
read or reconstructed.
GC-35.2 Compliance with Data Protection Rules. Contractor will observe and comply with all applicable
federal and state data privacy and data protection laws and regulations that are now in effect or
hereafter promulgated that are applicable to the Work provided by Contractor under this Agreement
or any IPC Data that Contractor controls, access, receives, stores, processes, transmits, maintains, or
possesses in connection with the Work. In addition, Contractor will comply with all IPC’s policies,
standards, and data protection rules in effect when the Work is commenced and shall sign and comply
with all IPC forms related to the same.
GC-35.3 Information Security Training. Contractor shall comply with IPC’s information security
requirements as communicated by IPC to Contractor. Contractors who require electronic access to
any network or information system owned by IPC shall complete IPC’s on-line information security
training. Contractor shall authorize only those employees who are necessary for and directly involved
in Contractor’s performance of its obligations under this Agreement, to have access to the IPC Data
(whether physically or through computer system access) and solely on a “need to know” basis
(collectively, “Authorized Persons”). Contractor shall not authorize anyone other than Authorized
Persons to have access to the IPC Data at any time. Authorized Persons shall sign an agreement
regarding compliance with IPC’s information security standards, including both electronic and
physical access requirements prior to receiving access.
GC-35.4 Security Screening. Contractor acknowledges and agrees that certain portions of IPC’s premises
may have restricted access and may require prior authorization by IPC or an IPC designated escort to
allow Contractor access. If notified by IPC that access is restricted, Contractor shall comply with
federal, state, local laws or regulations, and IPC policies requiring background checks, social security
verification, and drug and alcohol testing of employees prior to performing work for IPC. Contractor
shall comply with all IPC policies and screening requirements that are communicated to Contractor
related to security screening at restricted sites. No work can begin until these requirements have been
met. Contractor acknowledges and agrees that failure to follow IPC policies can result in the
imposition of fines to IPC.
GC-35.5 Security Incident Response Plan. Contractor shall develop and implement a “Response Plan,”
which shall be policies and procedures to address Security Incidents. The Response Plan shall include
appropriate provisions for mitigating the harmful effects of Security Incidents (defined below) and
addressing and remedying the occurrence(s) to prevent the recurrence of similar Security Incidents
in the future. The development and implementation of the Response Plan shall follow industry
standard practices, such as those that at a minimum are consistent with the contingency planning
requirements of NIST Special Publication 800 -61 Reb. 4, IR-1 through IR-10 as those standards may
be amended. Immediately upon learning of a Security Incident related to the pr oducts and Work
provided to IPC, Contractor shall implement its Response Plan and, within 24 hours of implementing
its Response Plan, shall notify IPC in writing of that implementation as described below.
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 35 of 37
GC-35.6 Security Incident. Contractor shall promptly notify IPC if Contractor discovers or becomes aware:
(a) that Contractor is not in compliance with or has violated any of the requirements of these terms
and conditions; (b) of any unauthorized disclosure or use of or access to IPC Data or any unauthor ized
intrusion, penetration, or security breach involving Contractor systems that affects IPC Data or IPC’s
network or systems; or (c) Contractor initiates its Response Plan (each of (a), (b), and (c) a “Security
Incident”). Any reasonably suspected or con firmed Security Incident must be reported to IPC
immediately via email to [e-mail] and by telephone at [phone].
Contractor acknowledges that in some instances, IPC has a reporting obligation to regulators and
other third parties in the event of an actual or suspected Security Incident and that Contractor’s
compliance with the foregoing notification obligation is necessary for IPC’s compliance with
regulatory and legal obligations. Notification of an actual or suspected Security Incident must include
a description of the nature of the event, the date and time of the event, suspected amount of
information exposed, steps being taken to investigate the circumstances of the exposure and
remediate or mitigate the Security Incident. Con tractor shall provide written updates of the notice to
IPC addressing any new facts and circumstances learned after the initial written notice is provided
and shall provide such updates within a reasonable time after learning of those new facts and
circumstances. Contractor shall cooperate with IPC in IPC’s efforts to determine the risk to the bulk
electric system posed by the Security Incident. In addition to all other remedies permitted under the
Agreement and applicable law, Contractor shall be required to promptly remedy and mitigate any
damages, losses, or expenses caused by a breach in the security of Contractor’s systems that adversely
impacts IPC and take all measures as may be reasonably necessary to prevent any further Security
Incident. Without obligating IPC to undertake any specific actions in the event of a Security Incident,
Contractor must cooperate with and assist IPC in its own investigation, analysis, and resolution of
Security Incidents, including if requested by IPC, providing breach not ifications to individuals and
regulatory and law enforcement agencies or providing support to IPC if IPC decides to deliver such
notices. Contractor shall provide IPC with details of the investigation and final disposition of the
Security Incident relevant to the Work provided to IPC or which may impact the confidentiality,
integrity, or availability of such Work and of any IPC Data or systems. Contractor shall reasonably
cooperate with governmental authorities and non -governmental entities in any action or proceeding
as may be deemed necessary by IPC as the result of such Security Incident. Within 5 calendar days of
a Security Incident, Contractor shall develop and execute a plan that reduces the likelihood of the same
or a similar Security Incident from occurring in the future consistent with the requirements of its
Response Plan and industry standards (e.g., NIST Special Publication 800 -61 Rev. 2 and NIST Special
Publication 800-184, as may be amended) and shall communicate that plan to IPC. Contractor sh all
provide recommendations to IPC on actions that IPC may take to assist in the prevention of
recurrence, as applicable or appropriate. Within 5 calendar days of notifying IPC in writing of the
Security Incident, Contractor shall recommend actions to be t aken by IPC on IPC-controlled systems
to reduce the risk of a recurrence of the same or a similar Security Incident, including, as appropriate,
the provision of action plans and mitigating controls. Contractor shall coordinate with IPC in
developing those action plans and mitigating controls. Contractor will provide IPC guidance,
recommendations, and other necessary information for recovery efforts and long term remediation
and/or mitigation of cyber security risks posed to IPC Data, equipment, systems, and networks as well
as any information necessary to assist IPC in relation to the Security Incident.
GC-35.7 Notification to Affected Parties. Contractor will, at its sole cost and expense, assist and cooperate
with IPC with respect to any investigation of a Security Incident, disclosures to affected parties, and
other remedial measures as requested by IPC in connection with a Security Incident or required under
any applicable laws related to a Security Incident. In the event a Security Incident results in I PC Data
being disclosed such that notification is required to be made to any person or entity, including without
limitation any customer, shareholder, or current or former employee of IPC or Contractor, under any
applicable laws, including privacy and consumer protection laws, or pursuant to a request or directive
from a governmental authority, such notification will be provided by IPC, except as required by
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 36 of 37
applicable law or approved by IPC in writing. IPC will have sole control over the timing and method
of providing such notification.
GC-35.8 Unrelated Security Incidents: As used in this Section GC-35, “Contractor’s Proprietary
Information” means information and data that embodies a trade secret owned or controlled by
Contractor, or licensed to Contractor by a third party. In the event (a) Contractor’s Proprietary
Information, as such information relates to the products and/or Work provided to IPC under this
Agreement, has been corrupted or destroyed without authorization or has been accessed, acquired,
compromised, modified, used or disclosed by any unauthorized person, or by any person in an
unauthorized manner or for an unauthorized purpose; (b) Contractor knows or reasonably believes
that an act or omission has compromised or may reasonably compromise the cybersecurity of the
products and Work provided by Contractor to an entity other than IPC; or (c) Contractor receives any
valid complaint, notice, or communication which relates directly or indirectly to (i) Contractor’s
handling of Contractor Proprietary Information or Contractor's compliance with applicable law in
connection with Contractor Proprietary Information or (ii) the cybersecurity of the products and
Work provided by Contractor to an entity other than IPC (“Unrelated Security Incident”), Contractor
shall provide to IPC a confidential report describing, to the ex tent legally permissible, a detailed
summary of the facts and circumstances of the Unrelated Security Incident, including a description of
(1) why the Unrelated Security Incident occurred, (2) the nature of the Contractor's Proprietary
Information disclosed, and (3) the measures being taken to address and remedy the occurrence to
prevent the same or a similar event from occurring in the future.
GC-35.9 Audit Rights. Upon request, Contractor shall provide to IPC the opportunity to review a copy of
the Contractor’s policies, procedures, evidence and independent audit report summaries that are part
of Contractor’s cyber security framework (e.g. ISO-27001, SOC2). IPC or its third-party designee may,
but is not obligated to, perform audits and security tests of Contractor’s IT or systems environment
and procedural controls to determine Contractor’s compliance with the system, network, data, and
information security requirements of this Agreement. Audits of Contractor shall be done with at least
30 calendar days advance notice. These audits and tests will not unduly affect Contractor’s operations
and may include coordinated security tests, interviews of relevant personnel, review of
documentation, and technical inspection of systems and networks as they relate to t he receipt,
maintenance, use, retention, and authorized destruction of IPC Data. Contractor shall provide all
information reasonably requested by IPC in connection with any such audits and shall provide
reasonable access and assistance to IPC upon request. Contractor will comply, within reasonable
timeframes at its own cost and expense, with all reasonable recommendations that result from such
inspections, tests, and audits. IPC reserves the right to view, upon request, any original security
reports that Contractor has undertaken or commissioned to assess Contractor’s own network
security. If requested, copies of these reports will be reviewed on site at Contractor’s facility at IPC’s
expense. Contractor will notify IPC of any such security reports or similar assessments once they have
been completed. Any regulators of IPC or its affiliates shall have the same rights of audit as described
herein upon request.
GC-35.10 Subcontractors. To the extent that Contractor is permitted to engage Subcontractors to per form,
or otherwise provide support to assist Contractor to perform, any portion of the Work hereunder,
then: (a) Contractor shall not share or disclose, or engage a Subcontractor to access, store, process,
transmit, or otherwise possess any IPC Data, unless and until such Subcontractor has agreed in writing
to protect IPC Data in a manner substantially similar (but in any case no less restrictive) to that
required of Contractor under the Agreement, and then only on a need -to-know basis; (b) Contractor
shall cause such Subcontractors to comply with the obligations and restrictions associated with
substantially the same work, tasks, functions, and responsibilities performed by such Subcontractors
that are applicable to Contractor under the Agreement, including , without limitation, those obligations
set forth in these terms and conditions; and (c) Contractor shall remain responsible for the work,
tasks, functions, and responsibilities performed by Subcontractors to the same extent as if such work,
tasks, functions, and responsibilities were performed directly by Contractor and, for purposes of the
Agreement, such work shall be deemed Work performed by Contractor.
General Conditions for Construction Services LGL 139 (6/1/2020)
Page 37 of 37
GC-35.11 Indemnification. In addition to any other indemnification obligation of Contractor set fort h in
this Agreement, Contractor shall indemnify, defend, and hold IPC, IPC Affiliates, and its and their
respective officers, directors, employees, representatives, agents, successors, and assigns harmless
from, for, and against any Damages (defined in Section 17 of the Agreement) to the extent such
Damages arise out of or in connection with: (i) a Security Incident (including a Security Incident by a
Subcontractor); or (ii) Contractor’s, or any Subcontractor’s, failure to comply with the requirements
of this Section GC-35.
GC-35.12 Injunctive Relief. Contractor acknowledges and agrees that any breach or threatened breach of
the obligations set forth in this Section GC -35 may result in a substantial likelihood of irreparable
harm and injury to IPC, for which monetary damages alone may be an inadequate remedy, and which
damages may be difficult to accurately measure. Accordingly, Contractor agrees that in addition to any
other remedies available, IPC shall have the right to obtain injunctive relief as well as other equitable
relief allowed by the federal and state courts. The foregoing remedy of injunctive relief is agreed to
without prejudice to IPC’s right to exercise any other rights and remedies it may have, including
without limitation, the right to terminate this Agreement and seek damages or other legal or equitable
relief.
GC-35.13Survival. The rights and obligations set forth in this Section GC-35 shall survive the expiration or
termination of this Agreement for any reason.
GC-36 EDISON ELECTRIC INSTITUTE/OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PARTNERSHIP BEST PRACTICES FOR UTILITY CONTRACTORS RULES
GC-36.1 In conjunction with an initiative promulgated by the Edison Electric Institute (“EEI”) and the
Occupational Safety and Health Administration (“OSHA”) intended to reduce injuries and fatalities of
workers in the electrical transmission and contracting industry, IPC requires that all contractors and
subcontractors performing work for IPC for the purposes of electrical transmission, distribution , or
generation, comply with the EEI and OSHA Partnership Best Practices for Utility Contractors rules, as
those practices may be amended from time to time. These rules can also be accessed at OSHA’s
website. Contractor agrees to manage and train its employees and Subcontractors to ensure their
compliance with these rules. Failure of Contractor to comply with the referenced Rules will constitute
a material breach of this Agreement.

END OF GENERAL CONDITIONS FOR CONSTRUCTION SERVICES
IDAHO POWER COMPANY
OXBOW FISH HATCHERY RENOVATION
BID DRAWINGS VOL 2 OF 2
PROJECT DRAWINGS
DECEMBER 23, 2020
250 SOUTH 5TH STREET
SUITE 510
BOISE, IDAHO 83702
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IDAHO
OREGON
PROJECT LOCATION
VICINITY MAP
GENERAL (VOLUME 1)
G - 0 COVER SHEET
G - 1 DRAWING LIST AND LOCATION MAPS
G - 2 SYMBOLS AND ABBREVIATIONS
G - 3 SITE SURVEY
G - 4 DESIGN CRITERIA & FLOW SCHEMATIC
G - 5 HYDRAULIC PROFILE
GC - 1 CIVIL NOTES
GC - 2 CIVIL DETAILS - I
GC - 3 CIVIL DETAILS - II
GC - 4 CIVIL DETAILS - III
GC - 5 CIVIL DETAILS - IV
GC - 6 CIVIL DETAILS - V
GL - 1 LANDSCAPING DETAILS - I
GA - 1 BUILDING DATA AND CODE ANALYSIS
GA - 2 ACCESSIBILITY REQUIREMENTS
GA - 3 ACCESSIBILITY REQUIREMENTS
GA - 4 ACCESSIBILITY REQUIREMENTS
GA - 5 DOOR AND WINDOW DETAILS
GA - 6 DOOR AND WINDOW DETAILS
GA - 6.1 DOOR AND WINDOW DETAILS
GA - 7 DOOR AND WINDOW DETAILS
GA - 7.1 DOOR AND WINDOW DETAILS
GA - 8 DETAILS
GA - 9 FINISH SCHEDULES AND INTERIOR ELEVATIONS
GA -10 FLOOR, WALL, ROOF TYPES
GA - 10.1 FLOOR, WALL, ROOF TYPES
GA - 11 BUILDING ENVELOPE ENERGY COMPLIANCE - SORTING BLDG
GA - 12 BUILDING ENVELOPE ENERGY COMPLIANCE - HATCHERY BLDG
GA - 13 BUILDING ENVELOPE ENERGY COMPLIANCE - SHOP BLDG
GS - 1 STRUCTURAL NOTES
GS - 2 WOOD FRAMING CONNECTION DETAILS
GS - 3 SHEAR WALL DETALS
GS - 4 STRUCTURAL DETAILS - I
GS - 5 STRUCTURAL DETAILS - II
GS - 6 STRUCTURAL DETAILS - III
GS - 7 STRUCTURAL DETAILS - IV
GS - 8 STRUCTURAL DETAILS - V
GS - 9 STRUCTURAL DETAILS - VI
GM - 1 MECHANICAL NOTES
GM - 2 PIPE SCHEDULE AND NOTES
GM - 3 MECHANICAL SCHEDULES
GM - 4 MECHANICAL DETAILS - I
GM - 5 MECHANICAL DETAILS - II
GM - 6 MECHANICAL DETAILS - III
GH - 1 HVAC LEGENDS AND NOTES
GH - 2 HVAC ENERGY COMPLIANCE
GH - 3 HVAC SCHEDULES - I
GH - 4 HVAC SCHEDULES - II
GH - 5 HVAC SCHEDULES - III
GH - 6 HVAC DETAILS - I
GH - 7 HVAC DETAILS - I
GH - 8 HVAC DETAILS - III
GP - 1 PLUMBING LEGEND AND NOTES
GP - 2 PLUMBING SCHEDULES AND DETAILS
GP - 3 PLUMBING DETAILS - I
GP - 4 PLUMBING DETAILS - II
GE - 1 ELECTRICAL LEGEND AND NOTES
GE - 2 ELECTRICAL IECC ENERGY COMPLIANCE
GE - 3 ELECTRICAL SCHEDULES
GE - 4 PANEL SCHEDULES
GE - 5 LIGHTING SCHEDULE AND DETAILS
GE - 6 STANDARD DETAILS
GE - 7 STANDARD DETAILS
GI - 1 LEGEND AND NOTES - I
GI - 2 LEGEND AND NOTES - II
GI - 3 INSTRUMENTATION SCHEDULE
GI - 4 PROCESS NETWORK DIAGRAM
GI - 5 CROWDER NETWORK DIAGRAM
GI - 6 CABLE SCHEDULE - I
GI - 7 CABLE SCHEDULE - II
GI - 8 DETAILS - I
GI - 9 DETAILS - II
AREA 10 - SITE (VOLUME 2)
10 D 1 SITE DEMOLITION PLAN
10 D 2 SITE PHOTOS - I
10 D 3 SITE PHOTOS - II
10 C 1 SITE PLAN
10 C 2 EROSION CONTROL & STAGING PLAN
10 C 3 PAVING, GRADING & DRAINAGE PLAN - I
10 C 4 PAVING, GRADING & DRAINAGE PLAN - II
10 C 5 YARD PIPING PLAN - I
10 C 6 YARD PIPING PLAN - II
10 C 7 YARD PIPING COORDINATE TABLE
10 C 8 SECTIONS AND DETAILS - I
10 C 9 SECTIONS AND DETAILS - II
10 LS 1 SOUTH AREA LANDSCAPING PLAN
10 LS 2 EAST AND WEST AREA LANDSCAPING PLAN
10 LS 3 NORTH AREA LANDSCAPING PLAN
10 LS 4 LANDSCAPING IRRIGATION SYSTEM DETAILS
10 S 1 VISITOR KIOSKS AND RESTROOMS
10 S 2 SHADE STRUCTURE DETAILS
10 S 3 EXISTING DORM BUILDING FOUNDATION DETAILS
10 M 1 SITE MECHANICAL DETAILS
10 E 1 SITE PLAN
10 E 2 SITE DEMO PLAN
10 E 3 SINGLE LINE - DEMO
10 E 4 SINGLE LINE - NEW
10 E 5 DETAILS
10 I 1 SITE INSTRUMENTATION PLAN
10 I 2 WELL PUMP P&ID
AREA 20 - RIVER INTAKE (VOLUME 2)
20 S 1 FOUNDATION PLAN & SECTIONS
20 S 2 ROOF FRAMING PLAN & DETAILS
20 S 3 SECTIONS & DETAILS - I
20 S 4 SECTIONS & DETAILS - II
20 M 1 INTAKE PLAN
20 M 2 SECTIONS
20 M 3 MECHANICAL DETAILS
20 M 4 MECHANICAL SUPPORT DETAILS
20 E 1 POWER PLAN
20 I 1 INTAKE PUMP STATION P&ID
20 I 2 INTAKE PLATFORM & AIRBURST BLDG INSTRUMENTATION PLAN
20 I 10 INT-RIO PANEL LAYOUT
20 I 11 INT-RIO PANEL BILL OF MATERIAL
20 I 12 INT-RIO PANEL SCHEMATIC 1
20 I 13 INT-RIO PANEL SCHEMATIC 2
20 I 14 INT-RIO PANEL SCHEMATIC 3
20 I 15 INT-RIO PANEL SHCEMATIC 4
20 I 16 INT-RIO PANEL SCHEMATIC 5
AREA 30 - AERATION TOWER (VOLUME 2)
30 S 1 PLAN AND SECTIONS
30 S 2 GRATING PLAN AND DETAILS
30 S 3 STAIRS PLAN AND DETAILS
30 M 1 TOWER PLAN
30 M 2 SECTIONS
30 M 3 SECTIONS & DETAILS
30 M 4 DISTRIBUTION BOX DETAILS
30 M 5 DETAILS
30 E 1 POWER AND LIGHTING PLAN
30 I 1 AERATION TOWER P&ID
30 I 2 INSTRUMENTATION PLAN
AREA 40 - ADULT HOLDING FACILITY (VOLUME 2)
40 A 1 FLOOR PLAN
40 A 2 ROOF PLAN
40 A 3 EXTERIOR ELEVATIONS
40 S 1 FOUNDATION PLAN
40 S 2 GRATING AND GUARDRAIL LAYOUT
40 S 3 ROOF FRAMING PLAN
40 S 4 BUILDING SECTIONS - I
40 S 5 BUILDING SECTIONS - II
40 S 6 BUILDING SECTIONS - III
40 S 7 BUILDING DETAILS
40 M 1 RACEWAY PLAN
40 M 2 RACEWAY PIPING PLAN
40 M 3 RACEWAY SECTIONS - I
40 M 4 FLOOR DIFFUSER & CROSS CHANNEL TAIL SCREEN
40 M 5 SLIDE GATE PLAN AND SECTIONS
40 M 6 TAIL SCREEN DETAILS
40 M 7 ROTATING STANDPIPE DETAILS
40 M 8 LIFE SAFETY
40 M 10 RACEWAY CROWDER PLAN & ISO
40 M 11 RACEWAY CROWDER POSITIONS
40 M 12 RACEWAY CROWDER SECTIONS
40 M 13 RACEWAY CROWDER DETAILS - I
40 M 14 RACEWAY CROWDER DETAILS - II
40 M 15 RACEWAY CROWDER DETAILS - III
40 M 16 CROSS CHANNEL CROWDER PLAN & ISO
40 M 17 CROSS CHANNEL CROWDER SECTIONS
40 M 18 CROSS CHANNEL CROWDER DETAILS - I
40 M 19 CROSS CHANNEL CROWDER DETAILS - II
40 M 20 CROSS CHANNEL CROWDER DETAILS - III
40 H 1 HVAC PLAN
40 E 1 POWER PLAN
40 E 2 LIGHTING PLAN
40 I 1 ADULT HOLDING P&ID
40 I 2 TYPICAL RACEWAY CROWDER P&ID
40 I 3 RACEWAY AREA INSTRUMENTATION PLAN
40 I 10 TYPICAL CONTROL PANEL LAYOUT
AREA 50 - SORTING AND SPAWNING FACILITY (VOLUME 2)
50 A 1 FIRST FLOOR PLAN
50 A 1.1 SECOND FLOOR PLAN
50 A 1.2 REFLECTED CEILING PLAN
50 A 2 ROOF PLAN
50 A 3 EXTERIOR ELEVATIONS
50 A 4 BUILDING SECTIONS
50 A 5 BUILDING SECTIONS
50 A 6 WALL SECTIONS
50 A 7 WALL SECTIONS
50 A 8 WALL SECTIONS
50 A 9 WALL SECTIONS
50 A 10 WALL SECTIONS
50 S 1 FOUNDATION PLAN
50 S 2 UPPER FLOOR & ROOF FRAMING PLAN
50 S 3 BUILDING SECTIONS - I
50 S 4 BUILDING SECTIONS - II
50 S 5 BUILDING DETAILS - I
50 S 6 BUILDING DETAILS - II
50 M 1 SORTING AREA PLAN
50 M 2 SPAWNING AREA PLAN
50 M 3 TRANSFER TUBE PLAN & SECTIONS
50 M 4 SECTIONS
50 M 5 SECTIONS & DETAILS
50 M 6 SPAWNING TANK FALSE FLOOR PLAN & SECTIONS
50 M 7 SPAWNING TANK FALSE FLOOR DETAILS
50 M 8 DETAILS - I
50 M 8.1 DETAILS - II
50 M 9 ADULT HOLDING LIFT SYSTEM PLAN AND SECTIONS
50 M 10 FISH LIFT PLAN & ISO
50 M 11 FISH LIFT PLAN & SECTIONS
50 M 12 BRAIL PLAN AND SECTIONS
50 M 13 UTILITY WATER SYSTEM
50 M 14 FORMALIN SYSTEM SCHEMATIC
50 H 1 HVAC 1ST FLOOR PLAN
50 H 2 HVAC 2ND FLOOR PLAN
50 P 1 PLUMBING WASTE AND VENT 1ST FLOOR PLAN
50 P 2 PLUMBING WASTE AND VENT 2ND FLOOR PLAN
50 P 3 PLUMBING WATER 1ST FLOOR PLAN
50 P 4 PLUMBING WATER 2ND FLOOR PLAN
50 E 1 POWER PLANS
50 E 2 LIGHTING PLANS
50 I 1 SORTING AND SPAWNING P&ID
50 I 2 BASKET CONTROL P&ID
50 I 3 INSTRUMENTATION PLAN
50 I 10 SB-RIO PANEL LAYOUT
50 I 11 SB-RIO PANEL BILL OF MATERIAL
50 I 12 SB-RIO PANEL SCHEMATIC 1
50 I 13 SB-RIO PANEL SCHEMATIC 2
50 I 14 SB-RIO PANEL SCHEMATIC 3
50 I 15 SB-RIO PANEL SCHEMATIC 4
50 I 16 SB-RIO PANEL SCHEMATIC 5
50 I 17 SB-RIO PANEL SCHEMATIC 6
50 I 18 BRAIL AND FEMALE HOLDING TANK SCHEMATIC
50 I 19 MALE HOLDING TANK AND BASKET LIFT SCHEMATIC
50 I 20 SB-LCP PANEL LAYOUT AND BILL OF MATERIAL
50 I 21 SB-LCP PANEL SCHEMATIC
50 I 22 SB-LCP PANEL SCHEMATIC 2
AREA 60 - HATCHERY BUILDING (VOLUME 2)
60 A 1 FLOOR PLAN
60 A 1.1 REFLECTED CEILING PLAN
60 A 2 ROOF PLAN
60 A 3 EXTERIOR ELEVATIONS
60 A 4 BUILDING SECTIONS
60 A 5 BUILDING SECTIONS
60 A 6 WALL SECTIONS
60 A 7 WALL SECTIONS
60 A 8 WALL SECTIONS
60 S 1 FOUNDATION PLAN
60 S 2 ROOF FRAMING PLAN
60 S 3 BUILDING SECTIONS - I
60 S 4 BUILDING SECTIONS - II
60 S 5 BUILDING SECTIONS - III
60 S 6 BUILDING SECTIONS - IV
60 S 7 HEADER DETAILS
60 M 1 HATCHERY BUILDING
60 M 2 INCUBATION SECTIONS AND DETAILS
60 M 3 INCUBATION DETAILS
60 M 4 HATCHERY BUILDING DETAILS
60 M 5 CHILLER BAY PLAN
60 H 1 HVAC PLAN
60 P 1 PLUMBING WASTE AND VENT PLAN
60 P 2 PLUMBING WATER PLAN
60 E 1 POWER PLAN
60 E 2 LIGHTING PLAN
60 I 1 CHILLED WATER LOOP P&ID
60 I 2 WATER CHILLER P&ID
60 I 3 WATER CHILLER P&ID 2
60 I 4 CHILLER ROOM GAS MONITORING P&ID
60 I 5 INSTRUMENTATION PLAN
60 I 10 OXB-CCP PANEL LAYOUT
60 I 11 OXB-CCP PANEL BILL OF MATERIAL
60 I 12 OXB-CCP PANEL SCHEMATIC 1
60 I 13 OXB-CCP PANEL SCHEMATIC 2
60 I 14 OXB-CCP PANEL SCHEMATIC 3
60 I 15 OXB-CCP PANEL SCHEMATIC 4
60 I 16 OXB-CCP PANEL SCHEMATIC 5
60 I 17 OXB-CCP PANEL SCHEMATIC 6
60 I 18 OXB-CCP PANEL SCHEMATIC 7
AREA 70 - SHOP AND STORAGE BUILDING (VOLUME 2)
70 A 1 FLOOR PLAN
70 A 1.1 REFLECTED CEILING PLAN
70 A 2 ROOF PLAN
70 A 3 EXTERIOR ELEVATIONS
70 A 4 BUILDING SECTIONS
70 S 1 FOUNDATION PLAN
70 S 2 ROOF FRAMING PLAN
70 S 3 BUILDING SECTIONS - I
70 S 4 BUILDING SECTIONS - II
70 S 5 HEADER DETAILS
70 M 1 FREEZER ROOM PLAN
70 H 1 HVAC PLAN
70 P 1 PLUMBING WASTE AND VENT PLAN
70 E 1 POWER PLAN
70 E 2 LIGHTING PLAN
70 I 1 INSTRUMENTATION PLAN
DRAWING LIST
REGIS
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42
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DA592013.00
12/23/2020
G-2
BJ
C
BJ
C
NA
G
95
9
7
5
P
E
MCC
DIP
GALV
CMP
CCP
EL
JT
LB POUND
JOINT
ELEVATION
CONCRETE CYLINDER PIPE
CORRUGATED METAL PIPE
GALVANIZED
DUCTILE IRON PIPE
MOTOR CONTROL CENTER
MANUALMANANCHOR BOLTAB
ADJ ADJUSTABLE
ALUMINUMALUM
APPO APPROVED
BLACK OR BLOCKBLK
BM BEAM OR BENCH MARK
BYPASS PIPEBP
CENTER TO CENTERCC
CLEARCLR
CI CAST IRON
CONSTRUCTION JOINTCJ
CONCRETE MASONRY UNITCMU
CHAIN LINK OR CENTERLINECL
CONCRETE OR CONCENTRICCONC
CONSTR CONSTRUCTION OR CONSTRUCT
COUPLINGCPLG
CTR CENTER
COUNTERSINKCTSK
D DRAIN
DETAILDET
DIA DIAMETER
DRAWINGDWG
EASTE
EA EACH
EACH FACE OR EXHAUST FANEF
ELECTRICAL OR ELECTRONICELEC
EQUIP EQUIPMENT
EXISTINGEXIST
EXP JT EXPANSION JOINT
FINISHED GRADEFG
FIG FIGURE
FINISHEDFIN
FLG FLANGED
FLOORFLR
FPS FEET PER SECOND
FEET OR FOOTFT
FTG FOOTING
GAGE OR GAUGEGA
GALLONGAL
HORSEPOWER OR HIGH PRESSUREHP
HORIZ HORIZONTAL
HYDRAULIC OR HYDRANTHYD
ID INSIDE DIAMETER
INSIDE FACEIF
IN INCH
INVERTINV
INVERT ELEVATIONIE
PVC POLYVINYL CHLORIDE PIPE
TYPICAL
MECHANICAL JOINTMJ
TYP
MAX MAXIMUM
MECHANICALMECH
MFR MANUFACTURER
MISCELLANEOUSMISC
N NORTH
NOT IN CONTRACTNIC
NTS NOT TO SCALE
OUTSIDE DIAMETEROD
OH OVER HEAD
OVERHEAD POWEROP
OPER OPERATOR OR OPERATING
PLATE, PROPERTY LINE OR PLACEPL
PSF POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCHPSI
QUANTITYQTY
RED REDUCER
REINFORCE OR REINFORCEDREINF
REQ'D REQUIRED
REVISIONREV
RPM REVOLUTIONS PER MINUTE
RIGHTRT
RWY RACEWAY
SOUTH, SINK, SECOND OR SLOPES
SCH SCHEDULE
SECTIONSECT
SHT SHEET
SIMILARSIM
STL STEEL
STAINLESSSTN
STN STL, SS STAINLESS STEEL
STRUCTURAL OR STRUCTURESTRUCT
SYM SYMMETRICAL OR SYMBOL
SPECIFICATIONSSPECS
SQ SQUARE
STATIONSTA
STD STANDARD
VARIES OR VARIABLEVAR
VERT VERTICAL
VOLUMEVOL
W WEST OR WASTE
WITHW/
W/O WITHOUT
WATER SURFACEWS
WEIGHTWT
WELDED WIRE MESHWWM
YARDYD
YEARYR
APPROXIMATEAPPROX
MINIMUM OR MINUTEMIN
EACH WAYEW
UNLESS NOTED OTHERWISEUNO
ABBREVIATIONS
CHLORINE SOLUTIONCLS
DP DIFFERENTIAL PRESSURE
FLANGE COUPLING ADAPTERFCA
FLOW INDICATOR TRANSMITERFIT
ORPER ORP EXHIBIT RETURN
ORPES ORP EXHIBIT SUPPLY
TOTAL CHLORINE EXHIBIT RETURNTCLER
TURBIDITY EXHIBIT RETURNTURER
TURBIDITY EXHIBIT SUPPLYTURES
MODULATINGMOD
POSITION INDICATINGPOS
CHECK VALVECKV
CONTROL VALVECV
HEAT EXCHANGERHE
HV HAND VALVE
LHO LOW HEAD OXYGENATOR
TRANSFORMERXFMR
R RADIUS, RISER, RETURN
PRESSURE INDICATING TRANSMITTERPIT
PRESSURE GAUGE WITH
DIAPHRAGM SEAL
PRESSURE SWITCH WITH
DIAPHRAGM SEAL
ORIFICE PLATE AND FLANGES
ROTAMETER (TOP/BOTTOM)
MOTOR OPERATOR FOR VALVES
MOTOR OPERATOR FOR VALVES
GATE VALVE
BUTTERFLY
VALVE
ECCENTRIC
PLUG VALVE
BALL VALVE
CHECK VALVE
PRESSURE
REDUCING VALVE
BACK-PRESSURE
VALVE
AIR VACUUM AND AIR
RELEASE ASSEMBLY
TEMPERATURE
CONTROL VALVE
SOLENOID
VALVE
MULTIPORT
VALVE - 3 WAY
NEEDLE VALVE
FLOAT OPERATED
VALVE
PRESSURE RELIEF
VALVE
DRAIN VALVE
HOSE BIBB
(FRONT)
HOSE BIBB
(PLAN)
HOSE BIBB
(SIDE)
(P = PNEUMATIC)
(M = ELECTRIC)
PRESSURE GAUGE
PRESSURE SWITCH
INJECTOR OR EDUCTOR
PIPE SUPPORT (IN PLAN)
BACK FLOW PREVENTOR
FLOW METER
GATE VALVE, BURIED WITH
VALVE BOX
BUTTERFLY VALVE, BURIED
WITH VALVE BOX
ECCENTRIC PLUG VALVE,
BURIED WITH VALVE BOX
LUBRICATED PLUG VALVE,
BURIED WITH VALVE BOX
TEE (PLAN VIEW)
SLEEVE TYPE COUPLING
FLANGED ADAPTER
MECHANICAL TYPE
COUPLING
FLEXIBLE COUPLING
UNION
QUICK DISCONNECT
COUPLER
CAPPED END OR
PLUGGED END
BLIND FLANGE
REDUCER OR INCREASER
STRAINER
DRAIN
UNIT HEATER
CENTRIFUGAL OR TURBINE
PUMP, OR FAN
TEE (TOP VIEW)
TEE (SIDE VIEW)
ELBOW (90)
ELBOW (DOWN)
ELBOW / TEE (SIDE)
PIPE END
PIPE CUT
PIPE BRAKE
ELBOW (45)
VENT
LIT LEVEL INDICATING TRANSMITTER
GW GROUND WATER
HYDRAULIC GRADE LINEHGL
MCM McMASTER-CARR
SHTG SHEATHING
BLOCKINGBLKG
GWB GYPSUM WALLBOARD
SYMBOLS SECTION AND DETAIL IDENTIFICATION
-
A
SCALE:*
SECTION
-
A
SECTION LETTER
DRAWING ON
WHICH SECTION
IS SHOWN
DRAWING ON
WHICH SECTION
IS CUT
SECTION IDENTIFICATION
DETAIL IDENTIFICATION
PIPE IDENTIFICATION
EQUIPMENT IDENTIFICATION
12" PW (8)
V-12.53
PIPE DIAMETER
FLUID ABBREVIATION
MATERIAL GROUP NUMBER
EQUIPMENT DESIGNATOR
AREA NUMBER
EQUIPMENT NUMBER
1
-SCALE:*
DETAIL
-
1
DETAIL NUMBER
DRAWING ON
WHICH DETAIL IS
SHOWN
DRAWING ON
WHICH SECTION
IS CALLED-OUT
STOP GATE
SLIDE GATE
SLUICE GATE
MANHOLE
FIRE HYDRANT
FLOW ARROW
PROCESS FLOW ARROW
PIPE MATERIAL CHANGE
EARTH
GRAVEL, RAINROCK, OR
AGGREGATE BASE
ROCK
ASPHALT
GRAVEL
FENCE
TRUE NORTH ARROW
WATER SURFACE ELEVATION
BREAK LINE
BENCHMARK (BM)
SURVEY MONUMENT
BOREHOLE
SURVEY CONTROL POINT
COORDINATE NUMBER
REVISION NUMBER
REVISION CLOUD
TOP OF CONCRETE / TOP OF CURBTOC
PROJECT NORTH ARROW
WP WATER PROOF
REGIS
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DA592013.00
12/23/2020
G-3
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
0 30 15 60 90 FT
SCALE: 1"=30'
SN
A
K
E

R
I
V
E
R
PINE CREEK
EXISTING INTAKE
STRUCTURE
WELL NO.1
DOMESTIC
WELL HOUSE
FALL CHINOOK
RACEWAYS
HEAD
BOX
ABANDONED
RACEWAYS
EXISTING HATCHERY
BUILDING
CHILLER
ADULT HOLDING
PONDS
HATCHERY MANAGER'S
RESIDENCE
DORM
BUILDING
GARAGE/STORAGE
AIR BURST
EQUIPMENT BUILDING
NOTES:
1.SURVEY COMPLETED BY QUADRANT CONSULTING, INC. ON FEBRUARY 28, 2020 USING DIGITAL IMAGRY SHOT FROM A DJI
PHANTOM4 PRO UAV. THE DATA WAS PROCESSED USING PIX4D MAPPER VERSION 4.5.3. GROUND CONTROL POINTS WERE
SURVEYED WITH TRIMBLE RTK GPS EQUIPMENT.
2.HORIZONTAL DATUM - NAD83 (POLYCONIC) OREGON STATE PLAN NORTH, INTERNATIONAL FEET-GRID.
3.VETICAL DATUM - NAVD 1988 USING GEOID 18.
4.LOCATIONS OF EXISTING UNDERGROUND PIPING IS APPROXIMATE.
NO.NORTHING EASTING ELEVATION DESCRIPTION
97 N 497593.10 E 914036.19 1701.92 12" REBAR WITH QCI CAP
98 N 497303.96 E 9144941.00 1705.82 12" REBAR WITH QCI CAP
99 N 497135.70 E 9145404.14 1699.27 12" REBAR WITH QCI CAP
1470 N 497321.10 E 9145109.00 1704.73 CHISELED 'X'
3323 N 497379.74 E 9145227.44 1703.61 SETNAIL
3324 N 497517.03 E 9145138.26 1702.93 SETNAIL
3330 N 497283.76 E 9145294.06 1702.58 SETNAIL
3331 N 497196.81 E 9145353.96 1701.24 SETNAIL
CONTROL TABLE
36" DIA CMP
TOP EL = 1,694.18'
24" DIA CMP
TOP EL 1,699.22'
24" DIA CMP
TOP EL 1,698.39'
TOC EL 1,704.25' +/-
WELL NO.2
POTABLE WATER TO
HATCHERY BUILDING
4" DIA PVC GROUND
WATER SUPPLY
2" IRRIGATION SUPPLY
18" DIA WATER
SUPPLY (TYP OF 2)
2" PRESSURE SEWER FROM
HATCHERY BUILDING
1,705
1,706
1,707
1,705
1,
7
0
5
1
,
7
0
4
1,
7
0
3
1,
7
0
4
1,703
1,
7
0
2
1
,
7
0
1
1
,
7
0
0
1
,
7
0
0
1,
7
0
0
1
,
6
9
5
1,6
9
0
1,6
9
5
1
,
7
0
6
1,
7
0
6
1
,
7
0
5
1,702
1,70
3
1
,
7
0
0
1,
6
9
0
1
,
6
9
5
1
,
7
0
5
1,70
4
OP OVERHEAD POWER
CHAIN LINK FENCE
TEMPORARY BENCH MARK
FENCE GATE
POWER POLE
FO FIBER OPTICS LINE
W WATER LINE
SS SANITARY SEWER LINE
IRRIGATION CONTROL VALVE
TELEPHONE PEDESTALT
WATER VALVE / WELLW
ICV
IR IRRIGATION LINE
LEGEND
OP
FO
SS
W
IR
20'x20' SAND
BED
1,000 GAL
SEPTIC/DOSING TANK
TO DOMESTIC
WATER TANK
TO/FROM IRRIGATION
WATER TANK
TO DRAINFIELD
1
,
6
9
0
1
,
6
8
5
1
,
6
8
0
1,675
1
,
6
8
0
1,6
8
5
1
,
7
0
0
1
,
6
9
5
1,700
1,695
IR TELEPHONE AND ALARMT
ISOLATION VALVE
FROST FREE VALVE
DOSING TANK
SEPTIC TANK
IRRIGATION
VALVE BOX
DOMESTIC WELL
REGIS
T
E
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E
D

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95
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5
P
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12
/
2
3
/
2
0
2
0
EXISTING SS
LIFT STATION
SHEET
DE
S
I
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N
E
D

B
Y
:
DR
A
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N

B
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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
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DA592013.00
12/23/2020
G-4
BJ
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BJ
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NA
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95
9
7
5
P
E
DESIGN CRITERIA
CRITERIA UNITS VALUE COMMENTS
WELL NO. 1 CAPACITY GPM 200
WELL NO. 2 CAPACITY GPM 400
BIOLOGICAL PROGRAM
STEELHEAD ADULT HOLDING
BROODSTOCK NO.750 375 FEMALES, 375 MALES
TRANSFER FISH NO.1,000 500 FEMALES, 500 MALES
MAX. ADDITIONAL FISH NO.1,000
SPRING CHINOOK ADULT HOLDING
BROODSTOCK NO.260 130 FEMALES, 130 MALES
TRANSFER FISH NO.500 250 FEMALES, 250 MALES
MAX. ADDITIONAL FISH NO.1,000
WATER SUPPLY SYSTEM
INCUBATION GPM 140 GROUND WATER
ADULT HOLDING GPM 7,650 SURFACE WATER
ADULT HOLDING RACEWAYS
NUMBER NO.6
FLOW PER RWY GPM 1,000
INCUBATION
TYPE --16 TRAY HEATH DOUBLE STACKS
NUMBER OF DOUBLE STACKS NO.28
FLOW PER INCUBATOR GPM 5 PER DOUBLE STACK
FE
TIT
FE
FE
TIT
DRAIN TO
SNAKE RIVER
OVERFLOW TO
SNAKE RIVER
AERATION TOWER
CROSS CROWDER
CHANNEL
ADULT HOLDING
RACEWAYS 1-6
WELL PUMP 1 WELL PUMP 2
P-20.1
P-20.2
V-20.4
V-20.5
V-20.6
V-20.1
V-20.2
V-20.3
V-10.1
FE-10.1
V-10.2 V-10.3
V-10.4
P-10.1
P-10.2
FE-10.2
V-10.5
V-10.6
V-10.7
V-10.8
V-10.9
V-10.10
V-10.11
V-60.1
P-60.1
V-60.2
V-60.3
V-60.5
P-60.2
V-60.6
V-60.7
FE-60.1 V-60.10
AER-30.1
V-10.15
V-10.14
V-10.16
V-10.17
TRUCK FILL STATIONV-10.18
V-30.10
V-30.9
CHILLER
RECIRCULATION
LOOP - SEE GH-9
G-40.6
G-40.5
G-40.4
G-40.3
G-40.2
G-40.1
AER-30.2
24" SW (13)
6" GW (13)
8" GW (13)
36" D (13)
12" SW (13)(TYP EA. RACEWAY)
6" CGW (13)
6" SW (13)
4" GW (13)
4" SW (13)
4" CGW (13)
V-60.8
HOSE BIBS LOCATED AROUND
SITE (SEE YARD PIPING PLAN)
8" D (13)
4" CGW (13)
6" GW (13)
MALE & FEMALE
SPAWNING TANKS
V-10.12
V-10.13
V-10.19
TO FISH TRANSFER TUBES
AND SORTING TABLE
V-50.9
V-50.10
V-50.11
V-50.12
P-50.4
V-50.13
V-50.14
P-50.3
P-50.2
P-50.1
TNK-50.1
V-50.7
V-50.8
V-50.16
V-50.15
DRAIN
V-50.1
V-50.2
V-50.3
V-50.4
V-50.5 V-50.6
EXISTING
MUD VALVE
TNK-50.2
INCUBATORS I-60.1 THRU I-60.7
INCUBATORS I-60.8 THRU I-60.14
INCUBATORS I-60.15 THRU I-60.21
INCUBATORS I-60.22 THRU I-60.28
6" CGW (8)
8" GW (8)
FE
FE-10.3
TIT
FE
TIT
FE-60.2
V-60.11
V-30.1
V-30.2 - V-30.8
V-10.20 - V.10.26
V-40.1
V-40.2 TO FALSE WEIR
TO FLOOR DIFFUSER
OVERFLOW BOX
M
M
NOTES
1.NOT ALL DRAINS ARE SHOWN - SEE YARD PIPING PLANS FOR DETAILS.
V-60.4
V-60.9
REGIS
T
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D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
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D

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:
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B:
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\
6
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0

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© Schnabel Engineering 2016 All Rights Reserved
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PROJECT:
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DA592013.00
12/23/2020
G-5
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ADULT HOLDING HYDRAULIC PROFILE
SCALE: NTS
INCUBATION HYDRAULIC PROFILE
SCALE: NTS
1,670.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
1,670.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
1,670.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
100-YR WSE
1,709.55'
DESIGN MINIMUM
WSE 1,686.45'
100-YR WSE
1,709.55'
DESIGN MINIMUM
WSE 1,686.45'
SNAKE RIVER
AERATION TOWER
ADULT HOLDING RACEWAYS
RIVER INTAKE
NORMAL OPERATING
WSE 1,708.10'
OPERATING SURFACE
WATER EL 1,723.90'
OPERATING GROUND
WATER EL 1,724.90'
TEE SCREEN
CL EL 1,683.00'
HYDRAULIC GRADE
LINE (TYP)
INCUBATION
AERATION TOWER
100-YR WSE
1,709.55'
DESIGN MINIMUM
WSE 1,686.45'
SNAKE RIVER
OPERATING SURFACE
WATER EL 1,723.90'
OPERATING GROUND
WATER EL 1,724.90'
HYDRAULIC GRADE
LINE (TYP)
OVERFLOW
WSE 1,720.00'
FF EL 1,710.00'
BULK AERATORS
BULK AERATORS
WELL NO. 1 AND 2
DESIGN WELL
WATER SURFACE
ELEVATION 1,781.64'
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
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L O
12
/
2
3
/
2
0
2
0
TOW EL 1,713.10'
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
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:
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1
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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P
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N
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.

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:
12
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3
0
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2
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5
:
2
2

P
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B
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DA592013.00
12/23/2020
10 D 1
BJ
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BJ
C
JR
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95
9
7
5
P
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12
/
2
3
/
2
0
2
0
2" IRRIGATION SUPPLY
FROM INTAKE
8
1
2
3
7
5
6
4
DEMOLITION KEY NOTES:
1.DEMOLISH AND REMOVE EXISTING INTAKE TOWER, BRIDGE AND ASSOCIATED PUMPS, PIPING,
GATES AND EQUIPMENT. EXISTING SUPPORT PILES UNDER THE INTAKE SHALL BE REMOVED
USING A VIBRATORY HAMMER OR OTHER APPROVED METHODS TO PREVENT ANY
INTERFERENCE WITH THE NEW STRUCTURE. SEE BACKGROUND DOCUMENTS FOR DRAWINGS OF
THE EXISTING STRUCTURE. RETAIN AND PROTECT TEE SCREEN AND MUD VALVE FOR USE AT
THE NEW INTAKE STRUCTURE. BOTH THE MUD VALVE AND TEE SCREEN SHALL BE INSPECTED
AND APPROVED BY THE ENGINEER BEFORE REUSE.
2.REMOVE UNDERGROUND UTILITIES INCLUDING TWO 18" DIA SURFACE WATER SUPPLY PIPES, 2"
DIA PRESSURIZED SANITARY SEWER, 4" DIA AIRBURST PIPING AND ELECTRICAL.
3.DEMOLISH AND REMOVE EXISTING ADULT HOLDING RACEWAYS, CROWDERS, SORTING AND
SPAWNING EQUIPMENT AND ALL OTHER ASSOCIATED PIPING, STRUCTURES AND EQUIPMENT.
4.DEMOLISH AND REMOVE EXISTING HEAD BOX AND ASSOCIATED DRAIN AND SUPPLY PIPING AND
EQUIPMENT.
5.DEMOLISH AND REMOVE EXISTING FALL CHINOOK RACEWAYS.
6.DEMOLISH AND REMOVE EXISTING CHILLER AND ASSOCIATED PIPING.
7.DEMOLISH AND REMOVE EXISTING HATCHERY BUILDING. RETAIN AND PROTECT INCUBATOR
STACKS FOR REUSE AT THE NEW HATCHERY BUILDING.
8.DEMOLISH AND REMOVE ABANDONED RACEWAY CONCRETE AND ASSOCIATED DRAIN AND
SUPPLY PIPING.
9.DEMOLISH AND REMOVE EXISTING GARAGE FOUNDATIONS, STRUCTURE AND ALL ASSOCIATED
CONCRETE.
10.DEMOLISH AND REMOVE EXISTING DORM BUILDING FOUNDATION. RETAIN AND PROTECT
BUILDING FOR REUSE ATOP NEW FOUNDATION. CONTRACTOR SHALL SUBMIT PICTURES TO
OWNER OF INSIDE AND OUTSIDE OF DORM PRIOR TO MOVING THE DORM.
11.DEMOLISH AND REMOVE EXISTING 10' CHAINLINK FENCING AROUND THE SITE PERIMETER
WHERE SHOWN. RETAIN AND PROTECT ALL FENCING AROUND THE HATCHERY MANAGER'S
RESIDENCE AND YARD.
12.DEMOLISH AND REMOVE EXISTING IRRIGATION WATER STORAGE TANK. TANK IS LOCATED SOUTH
OF THE BOWNLEE-OXBOW HIGHWAY AT APPROXIMATE COORDINATES N 495977.55, E 9145748.70.
DEMOLITION SHALL INCLUDE THE 10' DIA x 18'-11" TALL STEEL TANK, FOUNDATION AND PIPING
CONNECTIONS. PRESERVE AND PROTECT THE EXISTING UNDERGROUND IRRIGATION PIPING FOR
CONNECTION TO THE REPLACEMENT TANK AS SHOWN IN THESE PLANS.
NOTES:
1.ALL DEMOLITION ACTIVITIES MUST BE COORDINATED TO MINIMIZE IMPACT WITH IPC AND IDFG
HATCHERY ACTIVITIES. SEE SPECIFICATIONS FOR COMPLETE WORK RESTRICTIONS.
2.PROTECT ALL FENCING AROUND THE HATCHERY MANAGER'S HOUSE. REMOVE ALL OTHER SITE
FENCING AND REPLACE AT THE LOCATIONS SHOWN ON THE DRAWINGS.
3.COORDINATE WITH IPC FOR EQUIPMENT AND SENSOR REMOVAL ON THE INTAKE, IN THE
HATCHERY BUILDING OR AROUND THE SITE BEFORE BEGINNING DEMOLITION.
4.RETAIN AND PROTECT EXISTING HATCHERY MANAGER'S RESIDENCE DURING CONSTRUCTION.
REPAIR ANY DAMAGE TO THE LAWN DUE TO CONSTRUCTION OF THE RETAINING WALL.
5.RETAIN AND PROTECT THE EXISTING DOMESTIC WELL DURING CONSTRUCTION.
6.RETAIN AND PROTECT BOTH EXISTING GROUNDWATER WELLS DURING CONSTRUCTION.
7.RETAIN AND PROTECT EXISTING AIRBURST BUILDING DURING CONSTRUCTION. EQUIPMENT
WITHIN THIS BUILDING WILL BE DEMOLISHED OR MOVED TO THE NEW HATCHERY BUILDING PER
THE PLANS. COORDINATE WITH IDAHO POWER COMPANY PRIOR TO REMOVAL OF EQUIPMENT.
8.SEE SHEET 10E2 FOR ELECTRICAL DEMOLITION REQUIREMENTS.
0 30 15 60 90 FT
SCALE: 1"=30'
SN
A
K
E

R
I
V
E
R
PINE CREEK
1,705
1,706
1,707
1,705
1,
7
0
5
1,
7
0
3
1,
7
0
4
1,
7
0
3
1,
7
0
2
1
,
7
0
1
1
,
7
0
0
1
,
7
0
0
1,7
0
0
1
,
6
9
5
1,6
9
0
1,
6
9
5
1
,
7
0
6
1
,
7
0
5
1,702
1,70
3
1
,
7
0
0
1,
6
9
0
1
,
6
9
5
1,70
4
DOMESTIC
WELL HOUSE
HATCHERY MANAGER'S
RESIDENCE
DORM
BUILDING
AIR BURST
EQUIPMENT
10 D 2
1
10 D 2
2
10 D 2
3
10 D 3
6
10 D 3
7
10D2
5
10D3
8
10D2
4
10D3
9
WELL NO.1
WELL NO.2
#
9
10D3
10
10
2
REGIS
T
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D

PROFES SI O N A L
E
N
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I
NEE R

OR
E
G
O
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B R Y A N T J C
H
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L O
EX
P
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:

1
2
/
3
1
/
2
0
2
1
95
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P
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12
/
2
3
/
2
0
2
0
11
11
11
LIMITS OF
CONSTRUCTION
SHEET
DE
S
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N
E
D

B
Y
:
DR
A
W
N

B
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:
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2
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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P
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S
S
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N
A
L

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N
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:
12
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0
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2
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:
2
3

P
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DA592013.00
10/23/2020
10 D 2
BJ
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P
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SCALE:*
PHOTOGRAPH
10 D 1
1
SCALE:*
PHOTOGRAPH
10 D 1
2
SCALE:*
PHOTOGRAPH
10 D 1
3
SCALE:*
PHOTOGRAPH
10 D 1
4
SCALE:*
PHOTOGRAPH
10 D 1
5
REGIS
T
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
10 D 3
BJ
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BJ
C
NA
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95
9
7
5
P
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SCALE:*
PHOTOGRAPH
10 D 1
6
SCALE:*
PHOTOGRAPH
10 D 1
7
SCALE:*
PHOTOGRAPH
10 D 1
9
SCALE:*
PHOTOGRAPH
10 D 1
8
SCALE:*
PHOTOGRAPH
10 D 1
10
REGIS
T
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PROFES SI O N A L
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N
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B R Y A N T J C
H
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SCALE:*
PHOTOGRAPH
10 D 1
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W
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
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DA592013.00
12/23/2020
10 C 1
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
0 30 15 60 90 FT
SCALE: 1"=30'WELL NO.1
VAULT
EXISTING DOMESTIC
WELL HOUSE
EXISTING HATCHERY
MANAGER'S RESIDENCE
EXISTING DORM BUILDING
(SEE 10 S 4)
EXISTING AIR BURST
BUILDING
WELL NO.2 VAULT
SN
A
K
E

R
I
V
E
R
PINE CREEK
1,705
1,706
1,707
1,705
1,
7
0
5
1
,
7
0
4
1,
7
0
3
1,
7
0
4
1,703
1,
7
0
2
1
,
7
0
1
1
,
7
0
0
1
,
7
0
6
1
,
7
0
6
1,702
1,70
3
1
,
7
0
0
1,
6
9
0
1
,
6
9
5
1
,
7
0
5
1,704
ACCESS
GATE
20' AUTOMATIC CANTILEVER
ACCESS GATE (NOTE 2)
PLAN VIEW
AREA 20 - RIVER INTAKE
AREA 40 - ADULT
HOLDING FACILITY
AREA 50 - SORTING AND
SPAWNING FACILITY
AREA 30 -
AERATION TOWER
AREA 10 - SITE
AREA 70 - SHOP AND
STORAGE BUILDING
AREA DESCRIPTIONS
AREA 10 - SITE
AREA 20 - RIVER INTAKE
AREA 30 - AERATION TOWER
AREA 40 - ADULT HOLDING
AREA 50 - SORTING AND SPAWNING FACILITY
AREA 60 - HATCHERY BUILDING
AREA 70 - SHOP AND STORAGE BUILDING
TRUCK FILL
STATION
RESTROOM SHED
(SEE 10 S 1)
VISITOR KIOSK
(SEE 10 S 1)
NEW SHADE STRUCTURE
(SEE 10 S 2)
1
,
7
0
0
1,7
0
0
1
,
6
9
5
1,6
9
0
1,
6
9
5
1
,
6
9
0
1
,
6
8
5
1
,
6
8
0
1,675
1
,
6
8
0
1,6
8
5
1
,
7
0
0
1
,
6
9
5
1,700
1,695
AREA 60 - HATCHERY
BUILDING
NOTES:
1.BUILDING COORDINATES ARE THE EXTERIOR CORNER OF CONCRETE STEM WALL (NOT
FOOTING CORNER). SEE INDIVIDUAL STRUCTURAL SHEETS FOR DETAILED LOCATION OF
COORDINATES.
2.CANTILEVER GALVANIZED STEEL SLIDE GATE SHALL BE HOOVER FENCE CO.
#HCG-6X20C-KIT OR EQUAL WITH SINGLE BUTTON ENTRY TRANSMITTER AND RECEIVER
(#RB741-P) AND POST-MOUNTED KEYPAD (#EMX-KPX-KPX100). PROVIDE WITH KNOX BOX
FOR FIRE ENTRY.
3.100-YR FLOOD ELEVATION = 1,709.55 FT
261
GC-5
308
GC-5
STRUCTURE COORDINATE SCHEDULE
STRUCTURE NORTHING EASTING COMENTS
RESTROOM SHED 497361.64 9145067.69 NW CORNER
497368.27 9145076.04 NE CORNER
VISITOR KIOSK 497533.80 9144989.36 NE CORNER
497540.43 9144997.71 NW CORNER
SHADE STRUCTURE 497249.12 9145013.75 NW CORNER
497249.61 9145033.74 NE CORNER
RIVER INTAKE 497283.45 9145356.96 CENTER OF NW PILE
497291.85 9145367.53 CENTER OF NE PILE
AERATION TOWER 497353.32 9145056.42 NE CORNER
497339.12 9145038.53 NW CORNER
ADULT HOLDING
RACEWAYS 497424.31 9144903.24 NW CORNER
497356.17 9144957.33 SW CORNER
SORTING AND SPAWNING
FACILITY 497406.71 9145072.99 SE CORNER
497371.06 9145028.08 SW CORNER OF SPAWNING ROOM
497353.86 9145004.28 SW CORNER
HATCHERY BUILDING 497515.07 9145108.26 NE CORNER
497495.18 9145083.20 NW CORNER
SHOP AND STORAGE
BUILDING 497591.93 9145106.21 SE CORNER
497534.73 9145034.16 SW CORNER OF VEHICLE BAY 1
497527.74 9145015.44 SW CORNER
CAT-IN-PLACE
RETAINING WALL (TYP)
WEST AREA
LANDSCAPING
(SEE 10 LS 2)
SOUTH AREA
LANDSCAPING
(SEE 10 LS 1)
EAST AREA
LANDSCAPING
(SEE 10 LS 2)
300
GC-5
300
GC-5
304
GC-5
6' CHAINLINK
FENCE (TYP)
REGIS
T
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D

PROFES SI O N A L
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N
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NEE R

OR
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B R Y A N T J C
H
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L O
EX
P
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:

1
2
/
3
1
/
2
0
2
1
95
9
7
5
P
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12
/
2
3
/
2
0
2
0
LIMITS OF
CONSTRUCTION
W
W
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
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:
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.
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6
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1
0

C

2
.
D
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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M
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S
t
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t
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PROJECT:
DATE:
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P
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S
I
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N
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L

E
N
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I
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N
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:
12
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0
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2
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:
2
4

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DA592013.00
12/23/2020
10 C 2
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
0 30 15 60 90 FT
SCALE: 1"=30'
SN
A
K
E

R
I
V
E
R
PINE CREEK
1,705
1,706
1,707
1,705
1,
7
0
5
1
,
7
0
4
1,
7
0
3
1,
7
0
4
1,703
1,
7
0
2
1
,
7
0
1
1
,
7
0
0
1
,
7
0
6
1
,
7
0
6
1,702
1,70
3
1
,
7
0
0
1,
6
9
0
1
,
6
9
5
1
,
7
0
5
1,704
PLAN VIEW
1
,
7
0
0
1,7
0
0
1
,
6
9
5
1,6
9
0
1,
6
9
5
1
,
6
9
0
1
,
6
8
5
1
,
6
8
0
1,675
1
,
6
8
0
1,6
8
5
1
,
7
0
0
1
,
6
9
5
1,700
1,695
NOTES:
1.INSTALL SILT FENCE ALONG TOE OF SLOPE AS SHOWN ON NORTH AND EASTERN EDGE OF
SITE.
2.REMOVE TREES THAT LIE WITHIN THE LIMITS OF CONSTRUCTION ALONG THE BANKS OF THE
HATCHERY AS DEEMED NECESSARY FOR CONSTRUCTION. VERIFY EACH TREE DESIGNATED
FOR REMOVAL WITH THE OWNER PRIOR TO REMOVAL.
3.TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BE REQUIRED IN
ACCORDANCE WITH CURRENT LAWS AND REGULATIONS INCLUDING THE FEDERAL CLEAN
WATER ACT.
4.SHOULD THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON
T.E.S.C. PLAN NOT PROVE ADEQUATE, THE APPLICANT/CONTRACTOR SHALL INSTALL
ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE
AREAS, NATURAL WATER COURSE AND/OR STORM DRAIN SYSTEMS.
5.CALL THE UNDERGROUND UTILITY LOCATE LINE A MINIMUM OF 48 BUSINESS HOURS PRIOR
TO ANY EXCAVATIONS.
6.A COPY OF THE APPROVED STORMWATER PLANS MUST BE ONSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
7.ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED
AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION.
8.THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OF DISCOVERY
OF POOR SOILS, STANDING GROUNDWATER OR SEVERE DISCREPANCIES FROM EXPECTED
GEOTECHNICAL CONDITIONS.
9.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL T.E.S.C. MATERIALS AT THE END OF
CONSTRUCTION.
10.COORDINATE FINAL LAYDOWN AND STAGING AREA WITH OWNER PRIOR TO USE.
REGIS
T
E
R
E
D

PROFES SI O N A L
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NEE R

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B R Y A N T J C
H
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L O
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:

1
2
/
3
1
/
2
0
2
1
95
9
7
5
P
E
12
/
2
3
/
2
0
2
0
SILT FENCE (TYP)
313
GC-6
LIMITS OF
CONSTRUCTION
LAYDOWN/STAGING
AREA (NOTE 10)
APPROXIMATE EDGE
OF EXISTING ROADWAY
W
W
SHEET
DE
S
I
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N
E
D

B
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:
DR
A
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N

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:
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D

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DE
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DA
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.
B:
\
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A
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P
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\
1
1

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B
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W

F
I
S
H

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T
C
H
E
R
Y
\
6
0
0

-

D
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A
W
I
N
G
S
\
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I
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\
1
0

C

3
.
D
W
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

M
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t
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t
,

S
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9
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3
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c
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PROJECT:
DATE:
ST
A
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P
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S
S
I
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N
A
L

E
N
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:
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0
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2
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2
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:
5
8

P
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B
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ID
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DA592013.00
12/23/2020
10 C 3
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
DOMESTIC
WELL HOUSE
HATCHERY MANAGER'S
RESIDENCE
SN
A
K
E

R
I
V
E
R
PINE CREEK
1,705
1,706
1,707
1,705
1,
7
0
3
1,70
3
0 10 20 40 60 FT
SCALE: 1"=20'
MATCH LINE - SEE 10 C 4 MATCH LINE - SEE 10 C 4MATCH LINE - SEE 10 C 4
PLAN VIEW
HATCHERY
BUILDING
FF EL = 1,710.00'
SHOP AND STORAGE BUILDING
FF EL = 1,710.00'
SORTING & SPAWNING BUILDING
FF EL = 1,710.00'
CB-4 CB-5
CB-8
CB-11
NOTES:
1.REFER TO GM-2 FOR FLUID ABBREVIATIONS AND PIPE MATERIAL TYPES.
2.SEE 10 C 4 FOR CATCH BASIN COORDINATE TABLE.
3.SEE LANDSCAPING PLANS FOR GRADING AND COORDINATES OF LANDSCAPE AREAS.
4.ROUTE ALL GUTTER DOWNSPOUT DRAINS TO STORM DRAIN SYSTEM AS SHOWN (TYP OF ALL BUILDINGS).
5.REFER TO SHEETS 10 C 8 AND 10 C 9 FOR SECTIONS OF RETAINING WALL NOTED HERE.
6.SET BOLLARDS AROUND ALL ROLLUP DOORS AND BUILDING CORNERS WHERE SHOWN HERE.
12" SDR (20)
TIE INTO EXISTING DRIVEWAY
AT EL 1,707.30' +/-
(TYP)
CB-12
CB-1
CB-3
CB-10
1,709.88'
1,709.88'
1,709.84'
1,709.90'1,709.90'
1,709.90'1,709.90'
1,709.90'
1,713.10' TOC
1,713.10' TOC
1,713.10' TOC
1,709.60'
1,709.60'
1,709.90'
1,709.60'
1,709.60'
1,709.60'
1,709.55'
TOC
1,705 1,705
1
,
7
0
9
1
,
7
0
8
1,
7
0
8
1
,
7
0
7
1
,
7
0
7
1,
7
0
9
1,70
7
1,7
0
7
1,709.85' TOC
1,709.60'
1,709.60'
1,710.10' TOC
1,710.10' TOC
1,709.85' TOC
1,710.07' TOC
1,709.55'
121
GC-2 111
GC-2
8.00'CONCRETE RAMP
4' CONCRETE
SIDEWALK (TYP)
118
GC-2
CONCRETE
RIBBON CURB
106
GC-2
1,709.83' TOC
4'x4' CONCRETE
LANDING.
TOC 1.709.67'
1,709.82'
1,700
1,695
1,700
1,695
1,7
0
0
1,
6
9
5
1
,
7
0
0
1,
6
9
5
1,709.60'
1,709.55'GRADE
BREAK
1,709.55'
1,709.60'
CONCRETE
RIBBON CURB
106
GC-2
GRADE BREAK
1,709.60'
GR
A
D
E
BR
E
A
K
GRAD
E
BREA
K
1,709.60'
1,709.60'
GRAD
E
BREA
K
1,709.55'
1,709.60'
GR
A
D
E
BR
E
A
K
GRADE
BREAK
CB-2
CB-13
1,709.90'
1,709.60'GRAD
E
BREA
K
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
1,709.55'
1,709.55'
1,709.88'
1,709.33'
1,709.33'
1,709.33'1,709.33'
1,710.00'
1,713.10' TOC
1,709.00'
1,707
1,709.77'
100TOW 1,707.50'
102
202
203
204
205
TOW 1,709.50'
TOW 1,710.10'
TOW 1,710.10'
RETAINING WALL AND CURB COORDINATE SCHEDULE
PT.NORTHING EASTING PT.NORTHING EASTING PT.NORTHING EASTING PT.NORTHING EASTING PT.NORTHING EASTING PT.NORTHING EASTING PT.NORTHING EASTING
100 497311.83 9144891.05 104 497217.56 9145100.16 200 497559.86 9144991.03 204 497584.86 9145116.93 208 947382.31 9145173.38 301 497325.64 9144812.98 R26'305 497410.25 9144831.3
101 497295.17 9144963.66 105 497220.87 9145236.34 201 497630.84 9145080.45 205 497518.48 9145122.16 209 497352.84 9145196.68 302 497332.78 9144837.98 306 497545.04 9145001.71
102 497289.79 9144987.12 106 497200.66 9145236.91 202 497554.67 9144994.96 206 497423.72 9145197.35 210 497247.43 9145280.06 303 497384.83 9144823.11 307 497262.63 9145299.27 R24.5'
103 497215.01 9144995.36 107 497200.66 9145254.47 203 497625.75 9145084.49 207 497398.17 9145193.41 300 497311.38 9144834.8 304 497391.42 9144846.19 R26'308 497244.04 9145315.26
GRADE
BREAK
1,709.60'
CB-7
1,709.60'
CB-6
CB-9
CB-14
REGIS
T
E
R
E
D

PROFES SI O N A L
E
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G
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NEE R

OR
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B R Y A N T J C
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1
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2
1
95
9
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P
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12
/
2
3
/
2
0
2
0
LIMITS OF CONSTRUCTION
309
GC-5
309
GC-5
300
302
303
305 306
301
304
8" SDR (13)
FROM GUTTER
DOWNSPOUT PIPING
(NOTE 4)
8" SDR (13)6" SU (19)
6" SU (19)
243
GC-3TYP ALL FDNS
8" SDR (13)
6" SU (19)
6" SU (18)
CONCRETE
RIBBON CURB
106
GC-2
106
GC-2
302
GC-5
TYP OF 5
302
GC-5
TYP OF 10
302
GC-5
TYP OF 6
1,690
201200
TOW 1,707.00'
TOW 1,707.00'
10

C

8
E TOW 1,709.50'
206
RE
T
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W
A
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L

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C
T
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(
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1
0

C

8
)
1,709.77'
R
E
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W
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S
E
C
T
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N

A

(
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E
E

1
0

C

8
)
TOW 1,710.10'
101
TOW 1,710.10'
RETAINING WALL SECTION E (SEE 10 C 8)
RETAINING WALL SECTION B (SEE 10 C 8)
BOLLARD (TYP)
SHEET
DE
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
10 C 4
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
1,
7
0
4
1,
7
0
3
1,
7
0
2
1
,
7
0
1
1
,
7
0
0
1,
7
0
0
1,7
0
0
1,
6
9
0
1,
6
9
5
1,
7
0
0
1,
6
9
0
1
,
6
9
5
1,
7
0
4
0 10 20 40 60 FT
SCALE: 1"=20'
MATCH LINE - SEE 10 C 3 MATCH LINE - SEE 10 C 3MATCH LINE - SEE 10 C 3
1,
7
0
4
1,
7
0
3
1,
7
0
5
1,
7
0
3
1
,
7
0
2
PLAN VIEW
RIVER INTAKE
DECK EL = 1,712.50'
CB-15
CB-16
CB-17
CB-18
12" SDR (20)
(TYP)
NOTES:
1.REFER TO GM-2 FOR FLUID ABBREVIATIONS AND PIPE MATERIAL TYPES.
2.SEE 10 C 3 FOR RETAINING WALL COORDINATE TABLE.
3.SEE LANDSCAPING PLANS FOR GRADING AND COORDINATES OF LANDSCAPE AREAS.
4.REFER TO SHEETS 10 C 8 AND 10 C 9 FOR SECTIONS OF RETAINING WALL NOTED HERE.
STORMWATER
RETENTION SWALE
SN
A
K
E

R
I
V
E
R
CATCH BASIN COORDINATE SCHEDULE
NO.NORTHING EASTING RIM ELEVATION INVERT
ELEVATION PIPE INVERT ELEVATION
CB-1 497321.81 9144862.15 1,706.98 1,702.76 SOUTH IE: 1,703.09
EAST IE: 1,703.19
CB-2 497385.78 9144923.87 1,709.25 1,703.19 WEST IE: 1,703.52
NORTH IE: 1,703.62
CB-3 497421.52 9144878.12 1,709.38 1,703.46 SOUTH IE: 1,703.79
EAST IE: 1,703.89
CB-4 497451.45 9144914.10 1,709.38 1,703.67 WEST IE: 1,704.00
EAST IE: 1,704.10
CB-5 497481.32 9144952.89 1,709.38 1,703.9 WEST IE: 1,704.23
CB-6 497520.18 8144984.57 1,709.33 1,701.28 SOUTH IE: 1,701.61
CB-7 497541.87 9145087.99 1,709.47 1,701.31 WEST IE: 1,701.64
CB-8 497481.99 9145041.23 1,709.15 1,700.95
SOUTH IE: 1,701.28
EAST IE: 1,701.38
NORTH IE: 1,701.38
CB-9 497370.06 9145053.01 1,709.34 1,700.84 EAST IE: 1,701.17
CB-10 497407.47 9145082.04 1,709.30 1,700.63 EAST IE: 1,700.96
WEST IE: 1,701.06
CB-11 497414.46 9145116.16 1,709.34 1,700.47
SOUTH IE: 1,700.80
WEST IE: 1,700.90
NORTH IE: 1,700.90
CB-12 497394.13 9145013.34 1,709.75 1,703.64 WEST IE: 1,703.97
CB-13 497348.67 9144964.63 1,709.46 1,702.33 SOUTH IE: 1,702.66
EAST IE: 1,703.76
CB-14 497308.85 9145005.23 1,709.16 1,702.06 SOUTH IE: 1,702.39
NORTH IE: 1,702.49
CB-15 497266.49 9145074.11 1,709.30 1,701.72 SOUTH IE: 1,702.05
NORTH IE: 1,702.15
CB-16 497229.50 9145158.77 1,707.75 1,701.23 EAST IE: 1,701.56
NORTH IE: 1,701.66
CB-17 497215.38 9145289.46 1,702.40 1,700.62 NORTH IE: 1,700.95
WEST IE: 1,701.05
CB-18 497334.46 9145197.82 1,707.60 1,699.92
EAST IE: 1,700.25'
SOUTH IE: 1,700.35'
NORTH IE: 1,700.35
103TOW 1,710.10'
207
TOW 1,710.10'
208
TOW 1,710.10'
308
1,6
8
5
1
,
6
8
0
1,675
1
,
6
8
5
1
,
6
9
0
1
,
6
9
5
105
106 107
210
1,7
0
3
1,704
1,705
1,706
1,707
1,708
1,7
0
8
1,709
1,7
0
9
1,7
0
7
1,7
0
6
1,709.60'
D
O
R
M

B
U
I
L
D
I
N
G
F
F

1
,
7
1
0
.
4
7
'
EXISTING AIRBURST BUILDING FF EL
1,704.70'. PLACE CRUSHED BASALT 3'
AROUND THE BUILDING PERIMETER.
1,709.60'
1,709.80'
1,709.60'
1,709.80'
1,709.80'
7'x4' CONCRETE
SLAB AT ENTRANCE
1,709.92'
1,709.60'
GRAD
E
BREA
K
GRADE
BREAK
1,702.50'
1,702.50'
106
GC-2
1,702.50'1,712.00'
TOW 1,710.10'
307
TOW 1,703.50'
6' CHAINLINK
FENCE
304
GC-5
REGIS
T
E
R
E
D

PROFES S I
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OR
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1
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0
2
1
95
9
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5
P
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12
/
2
3
/
2
0
2
0
LIMITS OF CONSTRUCTION
122
GC-2
1,
7
0
0
IE 1,700.00'
209
104
R
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W
A
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L

S
E
C
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D

(
S
E
E

1
0

C

8
)
RETAINING WALL SECTION B (SEE 10 C 8)
RE
T
A
I
N
I
N
G

W
A
L
L
SE
C
T
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(
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C
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J

(
S
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1
0

C

9
)
CONCRETE
RIBBON CURB
TOW 1,703.75'
CONCRETE
RIBBON CURB
TOW 1,710.10'
W
W
W
W
W
W W W
W
W
W
W
SS
W W W W
W
W
W
W
W
W
WWWWWWWW
SS SS SS SS
SS
SS
SHEET
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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
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DA592013.00
12/23/2020
10 C 5
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
DOMESTIC
WELL HOUSE
HATCHERY MANAGER'S
RESIDENCE
SN
A
K
E

R
I
V
E
R
PINE CREEK
1,705
1,706
1,707
1,705
1,
7
0
5
1
,
7
0
4
1,
7
0
3
1
,
7
0
6
1,
7
0
6
1,7
0
2
1,70
3
1,705
0 10 20 40 60 FT
SCALE: 1"=20'
MATCH LINE - SEE 10 C 6 MATCH LINE - SEE 10 C 6MATCH LINE - SEE 10 C 6
1
,
7
0
3
6" GW (13)
8" GW (13)
2" SS (12)
6" GW (13)
24" OF (13)
12" SW (13)
36" D (20)
36" D (20)
12" D (20)
36" D (20)
HA
T
C
H
E
R
Y

B
U
I
L
D
I
N
G
SHOP AND STORAGE BUILDING
2" PW (21)
(TYP EA. RACEWAY)
MH-1
6" GW (13)
NOTES:
1.REFER TO GM-2 FOR FLUID ABBREVIATIONS AND PIPE MATERIAL TYPES.
2.CONCRETE THRUST BLOCKS SHALL BE PLACED ON ALL PIPE ELBOWS AS SHOWN IN C231/GC-3.
3.ALL BURIED PIPING UNDER CONCRETE SLABS SHALL BE ENCASED IN CONCRETE AS SHOWN IN C247/GC-4.
4.POTABLE WATER MATERIALS AND INSTALLATION SHALL MEET ALL DEQ REQUIREMENTS FOR AP PUBLIC DRINKING WATER
SYSTEM. MATERIALS SHALL CONFORM TO NSF 61, NSF 372 AND ALL OTHER APPLICABLE REQUIREMENTS.
5.ENCASE SANITARY SEWER 5' EACH SIDE OF ALL PIPE CROSSINGS AS SHOWN IN C247/GC-4.
6.SEE 10 C 3 AND 10 C 4 FOR STORM DRAIN PIPING. CATCH BASINS ARE SHOWN HERE FOR REFERENCE.
7.INCLUDE CLEANOUTS TO GRADE (COTG) ON ALL SS PIPE BENDS AS SHOWN. EFFLUENT PIPING FROM THE SS LIFT STATION
SHALL USE PRESSURIZED COTG AS SHOWN.
8.INSULATE ALL EXPOSED OUTDOOR PIPING WITH 2" OF TRYMER 2000XP AND POLYGUARD ALUMAGUARD JACKET, OR AS
SPECIFIED.
FE-10.2
P-10.1
P-10.2
12" OF (8)
PLAN VIEW
6" GW (13)
12" SW (13)
6" GW (13)
4" CGW (8)
6" SW (13)
2" GWP (13)
MH-2
MH-4
2" GWP (13)MH-7
4" D (1)
12" D (20)
6" D (13)
8" D (13)
FE-10.3
1
,
7
0
0
1,
6
9
0
1
,
6
9
5
1
,
7
0
0
1,
6
9
5
1,700
1,695
1,700
1,695
(TYP EA. RACEWAY)
255
GC-4
(TYP of 3)
4" GWP (13)
CONNECT TO EXISTING
DOMESTIC WATER LINE
4" D (20)A5
A6
G3
B9
B7
B1
B2
B5
B4
B3
B6
E2
E1
F1
F2
F3
C1 C2
C3
C4
D1
D2
D3
D4
D5
G1
G2
C5 C6
C7
B8
216
GC-2
(TYP of 2)
H1
H2
H3
H4
H5
H7
H6
H8 H10
H11
H9
241
GC-3
(TYP of 7)
12" D (13)
36" D (13)
K1
K2
L2
L1
4" SWP (13)
4" D (13)
MH-3
REGIS
T
E
R
E
D

PROFES S I
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N
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NEE R

OR
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B R Y A N T J C
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2
0
12" SW (1)
V-10.13
V-10.11
V-10.12
SS LIFT
STATION
12" SW (13)
V-10.27
CATCH BASIN
(NOTE 6, TYP)
M1
M2
300
GC-5
(TYP of 3)
12" D (20)
(TYP)
(TYP)
213
GC-2
TYP OF 2
N1
N2
N3
N4
N5
P1
P2
6" F (8)
SS
SS
SS
SS
SS
SSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS
SS
SS
SS
SS
SS
SS
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© Schnabel Engineering 2016 All Rights Reserved
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PROJECT:
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DA592013.00
12/23/2020
10 C 6
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
1,
7
0
4
1
,
7
0
3
1,
7
0
2
1
,
7
0
1
1
,
7
0
0
1,
7
0
0
1,
7
0
0
1,
6
9
0
1,
6
9
5
1
,
7
0
0
1,
6
9
0
1
,
6
9
5
1,
7
0
4
0 10 20 40 60 FT
SCALE: 1"=20'
MATCH LINE - SEE 10 C 5 MATCH LINE - SEE 10 C 5MATCH LINE - SEE 10 C 5
1,704
1,
7
0
4
1,
7
0
3
1,
7
0
5
1,
7
0
3
1
,
7
0
2
24" SW (13)
FE-10.1
2" SS (8)
36" D (20)
36" D (20)
4" CA (7)
NOTES:
1.REFER TO GM-2 FOR FLUID ABBREVIATIONS AND PIPE MATERIAL TYPES.
2.CONCRETE THRUST BLOCKS SHALL BE PLACED ON ALL PIPE ELBOWS AS SHOWN IN C231/GC-3.
3.ALL BURIED PIPING UNDER CONCRETE SLABS SHALL BE ENCASED IN CONCRETE AS SHOWN IN C247/GC-4.
4.POTABLE WATER MATERIALS AND INSTALLATION SHALL MEET ALL DEQ REQUIREMENTS FOR AP PUBLIC DRINKING WATER
SYSTEM. MATERIALS SHALL CONFORM TO NSF 61, NSF 372 AND ALL OTHER APPLICABLE REQUIREMENTS.
5.ENCASE SANITARY SEWER 5' EACH SIDE OF ALL PIPE CROSSINGS. SEE C247/GC-4.
6.SEE 10 C 3 AND 10 C 4 FOR STORM DRAIN PIPING.
7.INSULATE ALL EXPOSED OUTDOOR PIPING WITH 2" OF TRYMER 2000XP AND POLYGUARD ALUMAGUARD JACKET, OR AS
SPECIFIED.
MH-4
RIVER INTAKE
DORM
BUILDING
PLAN VIEW
36" D (20)
MH-6 MH-5
A1
A3
A4
A2
CONNECT TO
EXISTING SS
J1
J3
J2
CONNECT AIRBURST TO
EXISTING 4" DIA FLANGE
WITH ISOLATION KIT
OUTLET TO SNAKE
RIVER AT EL 1,689.50'
REGIS
T
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D

PROFES S I
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OR
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CATCH BASIN
(NOTE 6, TYP)
242
GC-3
SHEET
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PROJECT:
DATE:
ST
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P
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DA592013.00
12/23/2020
10 C 7
BJ
C
BJ
C
JR
E
95
9
7
5
P
E
YARD PIPING COORDINATE SCHEDULE
POINT NORTHING EASTING INVERT ELEVATION DESCRIPTION
SURFACE WATER SUPPLY PIPING
A1 497221.32 9145292.28 1,697.00 45° ELBOW
A2 497227.47 9145239.56 1,697.80 FM-10.1
A3 497240.86 9145124.89 1,699.54 22.5° ELBOW
A4 497259.86 9145090.86 1,700.02 22.5° ELBOW
A5 497304.98 9145055.04 1,702.00 90° ELBOW
A6 497323.94 9145078.92 1,702.00 END OF MANIFOLD
GROUND WATER SUPPLY PIPING
B1 497379.03 9144828.75 ----WELL #1
B2 497389.26 9144829.93 1,700.00 45° ELBOW
B3 497397.17 9144839.89 1,700.00 FM-10.2
B4 497501.50 9144993.93 ----WELL #2
B5 497512.54 9144985.16 1,700.00 90° ELBOW
B6 497506.32 9144977.33 1,700.00 FM-10.3
B7 497428.87 9144879.80 1,700.00 6"x6" TEE
B8 497329.26 9144958.59 1,701.25 45° ELBOW
B9 497320.34 9145034.98 1,702.00 45° ELBOW
CROSS CROWDER CHANNEL SUPPLY PIPING
C1 497419.28 9145063.68 1,703.58 45° ELBOW
C2 497427.45 9145073.97 1,703.55 90° ELBOW
C3 497434.91 9145068.04 1,703.50 12"x12" TEE
C4 497437.26 9145066.18 1,703.50 90° ELBOW
C5 497418.82 9145042.94 1,703.50 - TOP ELBOW
1,699.40 - BOTTOM ELBOW 2 - 90° ELBOWS
C6 497419.27 9145048.33 1,703.50 90° ELBOW
C7 497411.89 9145054.19 1,703.31 90° ELBOW
INCUBATION SUPPLY PIPING
D1 497347.50 9145072.68 1,705.93 45° ELBOW
D2 497360.28 9145074.15 1,705.83 45° ELBOW
D3 497413.70 9145141.43 1,705.17 90° ELBOW
D4 497416.72 9145139.03 1,705.14 8" x 6" TEE
D5 497437.89 9145122.22 1,704.93 90° ELBOW
GROUND WATER UTILITY WATER SUPPLY PIPING
E1 497353.02 9145033.03 1,705.50 90° ELBOW
E2 497350.66 9145030.05 1,705.42 90° ELBOW
SURFACE WATER UTILITY WATER SUPPLY PIPING
F1 497349.81 9145062.45 1,705.93 90° ELBOW
F2 497368.45 9145047.64 1,705.35 90° ELBOW
F3 497354.87 9145030.54 1,705.10 90° ELBOW
FUTURE EXPANSION PIPING
G1 497340.21 9145074.48 1,706.60 90° ELBOW
G2 497330.10 9145082.51 1,706.60 BLIND FLANGE
G3 497307.59 9145066.23 1,706.10 BLIND FLANGE
PUMPED GROUND WATER PIPING TO TRUCK FILL STATION AND WASHDOWN HOSE BIBS
H1 497331.90 9145037.60 ----FIRE HYDRANT
H2 497448.11 9145080.86 ----FIRE HYDRANT
H3 497401.19 9144921.14 ----WASHDOWN HOSE BIB
H4 497380.70 9144995.18 ----WASHDOWN HOSE BIB
H5 497459.36 9145018.28 ----WASHDOWN HOSE BIB
H6 497388.43 9145004.92 1,706.20 90° ELBOW
H7 497352.57 9144959.75 1,706.20 90° ELBOW
H8 497367.92 9145026.82 1,706.20 90° ELBOW
H9 497409.54 9145079.24 1,706.20 4"x4" TEE
H10 497454.14 9145063.73 1,706.20 4"x4" TEE
H11 497452.57 9145064.97 1,706.20 45° ELBOW
AIRBURST PIPING
J1 497218.89 9,145,292.00 1,698.00 45° ELBOW
J2 497221.12 9145272.64 1,698.00 6° ELBOW
J3 497221.43 9145239.03 1,698.00 90° ELBOW
CHILLED GROUND WATER PIPING TO TRUCK FILL STATION
K1 497402.97 9145094.32 1,705.70 90° ELBOW
K2 497417.39 9145082.87 1,705.70 90° ELBOW
PUMPED SURFACE WATER PIPING TO TRUCK FILL STATION
L1 497369.33 9147026.98 1,706.20 90° ELBOW
L2 497409.07 9145077.04 1,706.20 90° ELBOW
SURFACE WATER TO RACEWAY SPRAY BAR
M1 497341.45 9145037.97 1,700.84 45° ELBOW
M2 497464.15 9144940.5600 1,700.24 90° ELBOW
MANHOLE SCHEDULE
MANHOLE NO.NORTHING EASTING RIM ELEVATION INVERT ELEVATION PIPE INVERT ELEVATION
MH-1 497343.30 9144976.59 1,709.50 1,699.50
N 36" D - 1,700.00
NE 8" D - 1,705.25
SE 36" D - 1,697.00
SE 12" OF - 1,701.50
MH-2 497387.04 9145122.0400 1,709.55 1,692.00
N 12" D - 1,692.50
NE 4" D - 1,706.20
SE 36" D - 1,692.00
SW 24" OF - 1,692.50
NW 36" D - 1,696.50
NW 6" D - 1,702.25
NW 4" D - 1,700.75
MH-3 497465.44 9145155.98 1,709.80 1,706.00 N 8" D - 1,706.50
S 12" D - 1,706.00
MH-4 497410.25 9145199.80 1,709.60 1,691.00
N 12" D - 1,705.50
S 36" D - 1,691.00
NW 36" D - 1,691.50
MH-5 497376.55 9145226.55 1,703.75 1,690.00
N 36" D - 1,690.50
E 36" D - 1,690.00
W 36" D - 1,695.00
MH-6 497331.01 9145169.19 1,708.30 1,695.50 E 36" D - 1,695.50
MH-7 497461.40 9145063.01 1,709.55 1,693.00
NW 12" D - 1,698.50
S 12" D - 1,693.00
SW 4" D - 1,693.50
W 12" D - 1,699.00
SS LIFT STATION 497431.51 9145115.49 1,709.72 AS REQUIRED BY MFR
N 2" SS - 1,705.36
S 2" SS - 1,706.50
W 2" SS - 1,703.20
REGI
S
T
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PROFES SI O N A L
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2
3
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2
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2
0
YARD PIPING COORDINATE SCHEDULE
POINT NORTHING EASTING INVERT ELEVATION DESCRIPTION
DOMESTIC WATER SUPPLY
N1 497515.93 9144981.18 1,706.10 45° ELBOW
N2 497481.65 9145067.95 1,705.56 45° ELBOW
N3 497460.55 9145084.70 1,705.42 2"x2" TEE
N4 497425.86 9145112.24 1,705.20 90° ELBOW
N5 947363.04 9145033.11 1,705.20 90° ELBOW
SANITARY SEWER PIPING
P1 497369.79 9145035.47 1,705.20 45° ELBOW
P2 497468.77 9145087.71 1,706.07 45° ELBOW
SHEET
DE
S
I
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N
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D

B
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B
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
ST
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P
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DA592013.00
12/23/2020
10 C 8
BJ
C
BJ
C
JR
E
9
5
9
7
5
P
E
NOTES:
1.SEE SHT. 10C3 & 10C4 FOR EXTENTS OF WALL SECTIONS.
2.ASPHALT PAVEMENT ELEVATIONS SHOWN ARE
APPROXIMATE. SEE CIVIL DRAWINGS FOR EXACT GRADE
ELEVATIONS.
3.PLACE RIPRAP ALONG THE TOE OF THE RETAINING WALL
ALONG THE SNAKE RIVER AND PINE CREEK AS SHOWN.
REPLACE RIPRAP WITH COMPACTED NATIVE FILL ALONG
THE SOUTHERN SIDE OF THE SITE.
REGIS
T
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0'-9"
5'-0"
3'-0"
0'-10"
1'-3"
VARIES
#5@8" O.C.
#4@8" O.C.
#5@8" O.C.
#4@10" O.C.
SCALE:3/4" = 1'-0"
SECTION
-
A
AC PAVEMENT
102
GC-2
5'-13 16"
(MAX.)
8'-113 16"
(MAX.)
SCALE:3/4" = 1'-0"
SECTION
-
B
SCALE:3/4" = 1'-0"
SECTION
-
C
SCALE:3/4" = 1'-0"
SECTION
-
D
VARIES FROM
EL. 1710.10 TO
EL. 1707.50
EL. 1705
EL. 1701.17
EL. 1705
EL. 1701.17
8'-113 16"
3'-0"
0'-10"
5'-13 16"
EL. 1709.6 AC PAVEMENT
EL. 1704
EL. 1700
10'-13 16"
3'-0"
1'-0"
6'-13 16"
EL. 1709.60 AC PAVEMENT
EL. 1703
EL. 1699
3'-0"
1'-0"
VARIES AC PAVEMENT
EL. 1710.10 EL. 1710.10 TOW VARIES FROM
EL. 1710.10 TO 1703.75
SCALE:3/4" = 1'-0"
SECTION
-
E
4'-0"
5'-10"
0'-8"
0'-10"
5'-413 16"
0'-10"
6'-0"
3'-0"
EL. 1707.1 EL. 1706.1
EL. 1707
EL. 1701
EL. 1703.26
EL. 1697.17
EL. 1709.00
EL. 1709.50
1'-0"
7'-13 16" (MAX.)
0'-9" (MIN.)
11'-13 16" (MAX.)
4'-9" (MIN)
SCALE:3/4" = 1'-0"
SECTION
-
F
8'-13 16"
3'-0"
1'-3"
12'-43 16"
EL. 1702
EL. 1709.6
SCALE:3/4" = 1'-0"
SECTION
-
G
EL. 1703
VARIES
11'-13 16"
7'-13 16"
1'-0"
3'-0"
9'-10"
0'-9"
5'-0"
0'-10"
6'-0"
5'-6"
1'-0"
6'-0"
POSTS FOR RAILING.
SEE SHT. 10 C 9 FOR
DETAILS.
#5@8" O.C.
#4@10" O.C.
#6@10" O.C.
#4@8" O.C.
#6@10" O.C.
#4@8" O.C.
#5@8" O.C.
#4@10" O.C.
#6@10" O.C.
#4@8" O.C.
#6@10" O.C.
#4@8" O.C.
#6@10" O.C.
#4@8" O.C.
#5@8" O.C.
#4@8" O.C.
#5@8" O.C.
#4@8" O.C.
#6@10" O.C.
#4@10" O.C.
#5@8" O.C.
#4@8" O.C.
#5@8" O.C.
#4@8" O.C.
#6@10" O.C.
#4@10" O.C.#6@10" O.C.
#4@10" O.C.
5'-6"
6" THK. CRUSHED
BASALT (TYP.)
12" THK. OF 4"
TO 6" QUARRY
SPALLS (TYP.)
4" PERFORATED PIPE.
SLOPE TO DRAIN
SYSTEM. PROVIDE
CLEANOUTS. COVER
WITH A MIN. OF 6" OF
3 8" WASHED ROCK.
1'-0"
1'-0"
12" THK. OF 4"
TO 6" QUARRY
SPALLS (TYP.)
1'-3"
EMBEDDED PL.
SEE SHT. 10C9
EL. 1697.75
1'-6"
4'-0"
C.J.(TYP.)
EL. 1710.10
EL. 1710.10
EL. 1699
1'-6"
DIA. 4" PVC
WEEP HOLES
AT 6' O.C. (TYP.)
#5@10" O.C.
#5@10" O.C.
#5@10" O.C.
SHEET
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
10 C 9
BJ
C
BJ
C
JR
E
9
5
9
7
5
P
E
NOTES:
1.SEE SHT. 10C3 & 10C4 FOR EXTENTS OF WALL SECTIONS.
2.ASPHALT PAVEMENT ELEVATIONS SHOWN ARE APPROXIMATE.
SEE CIVIL DRAWINGS FOR EXACT GRADE ELEVATIONS.
3.RAILING DETAILS SHOWN ARE CONCEPTUAL. CONTRACTOR TO
SUBMIT DETAILS BASED ON THE PROVIDED CONCEPT FOR
APPROVAL.
4.PLACE RIPRAP ALONG THE TOE OF THE RETAINING WALL ALONG
THE SNAKE RIVER AND PINE CREEK AS SHOWN. REPLACE RIPRAP
WITH COMPACTED NATIVE FILL ALONG THE SOUTHERN SIDE OF
THE SITE.
REGIS
T
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D

PROFES S I O N A L
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NEE R
B R Y A N T J C
H
A
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L O
12
/
2
3
/
2
0
2
0
SCALE:3/4" = 1'-0"
SECTION
-
H
EL. 1703
VARIES
SCALE:3/4" = 1'-0"
SECTION
-
J
EL. 1703
VARIES
VARIES FROM
EL. 1710.10 TO
EL. 1706.28
7'-13 8"
(MAX.)
11'-13 16"
10'-13 16"
WALL ELEVATION
SCALE: 12" = 1'-0"
10'-0"
MAX.
10'-0"
MAX.CONT.CONT.
HSS 4x4x14" WELDED TO EMBEDDED
PLATE (TYP). SANDBLAST ALL PARTS
AFTER FABRICATION.
WIRE ROPE 6x6x3 8" EMBEDDED PL. WITH
(4) 12" DIA. STUDS, 6" EMBED
(TYP.)TOP OF
PAVEMENT
0'-4"
1'-0"
1'-0"
0'-8"
3'-0"
TOP OF WALL
STEP IN FOOTING (TYP.)
ELEVATION 1
ELEVATION 2
0'-4"
(TYP.)
7'-13 16"
3'-33 8"
(MAX.)
45°
6'-0"
3'-0"
1'-0"
1'-0"
3'-0"
0'-10"
0'-8"
4'-6"
#6@10" O.C.
#4@8" O.C.
#5@8" O.C.
#4@10" O.C.
#6@10" O.C.
#4@10" O.C.
#5@8" O.C.
#4@8" O.C.
FOOTING BARS
(TYP.)
FOOTING BARS
(TYP.)
1'-0"
(MIN.
RAILING
RETAINING
WALL
FOOTING
EL. 1699
EL. 1699.17
VARIES FROM
EL. 1706.28 TO
EL. 1703.50#5@10" O.C.
1'-6"
SHEET
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
ST
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P
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:
1
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DA592013.00
12/23/2020
10 LS 1
JR
E
SN
D
JR
E
9
5
9
7
5
P
E
1
2
3
3
3
3
3
3
3
3
3
3
3
3
3
RESTROOM
SHED
AERATION TOWER
7
SOUTH AREA PLANT LIST
NUMBER SCIENTIFIC NAME COMMON NAME SIZE SPACING
(FT)QTY.
1 PICEA PUNGENS LAYERED SPRUCE 12 FFET 25 3
2 PICEA OMORIKA SERBIAN SPRUCE 6 FEET 12 5
3 POTENTILLA FRUITICOSA GOLD STAR POTENTILLA 1 GAL 8 10
4 ARCETOSTAPHYLOS UVA-URIS
'MASSACHUSETTS'
MASSACHUSETTS BEARBERRY 1 QT 4 18
5 XERILAWN TURF GRASS ---
6 -CRUSHED BASALT 3 4" MINUS X 4 IN DEPTH --
7 -CRUSHED BASALT 3 8" MINUS X 6 IN DEPTH --
5
SOUTH AREA LANDSCAPING PLAN
SCALE: 18" - 1'-0"
1
1
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
NOTES:
1.THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL EXISTING SITE UTILITIES AND YARD PIPING PRIOR TO COMMENCING LANDSCAPE WORK.
2.PRIOR TO BEGINNING ANY PLANTING, CONSTRUCTION OF THE IRRIGATION SYSTEM SHALL BE COMPLETED AND THE APPLICABLE TESTS ACCEPTED BY THE ENGINEER.
3.ALL PLANTS SHALL BE PLACED IN THE APPROXIMATE LOCATION SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THERE IS A CONFLICT
WITH PLANT LOCATIONS AND EXISTING FACILITIES INCLUDING UNDERGROUND UTILITIES AND PIPING AND THE ENGINEER SHALL APPROVE THE RELOCATION OF PLANT
MATERIALS. ALL TREES AND SHRUBS SHALL BE A MINIMUM OF 3-FEET HORIZONTAL SEPARATION FROM ALL UTILITIES.
4.NO SUBSTITUTIONS OF SPECIFIED PLANT MATERIALS SHALL BE ALLOWED UNLESS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
5.ALL AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE 2 WEEKS PRIOR TO PLANTING TREES, SHRUBS, AND GROUNDCOVER.
6.LANDSCAPE WEED BARRIER FABRIC SHALL BE INSTALLED BENEATH ALL LANDSCAPING GRAVEL. WEED BARRIERS ARE TO BE DEWITT PRO-5 WEED BARRIER.
6
106
GC-02
CONCRETE RIBBON
CURB
VALVE VAULT
VALVE VAULT
SOUTH AREA LANDSCAPING COORDINATE SCHEDULE
MARK NORTHING EASTING COMMENTS
L1 497391.77 9145133.38 PT
L2 497395.87 9145098.26 PT
L3 497376.26 9145113.77 RADIUS = 25'-0"
L4 497352.87 9145043.89 PT
L5 497313.14 9145044.56 PT
L6 497333.26 9145059.40 RADIUS = 25'-0"
L7 497254.15 9145124.51 PT
L8 497242.36 9145161.96 PT
L9 497302.84 9145160.43 RADIUS = 260'-6"
L10 497243.31 9145199.79 PT
L11 497283.81 9145218.77 PT
L12 497268.30 9145199.16 RADIUS = 25'-0"
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
REGIS
T
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D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
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L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
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D

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1
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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PROJECT:
DATE:
ST
A
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P
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F
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S
S
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N
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L

E
N
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N
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.

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:
12
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2
5
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2
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2
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:
1
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F
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DA592013.00
12/23/2020
10 LS 2
JR
E
SN
D
JR
E
9
5
9
7
5
P
E
EAST AREA LANDSCAPING
PLAN
SCALE: 18" = 1'-0"
WEST AREA LANDSCAPING
PLAN
SCALE: 18" = 1'-0"
5
5
3
PATH
1
1
1
1
1
1
1
11
1
2
2
2
2
2
2
4
4
4
4
4
4
4
44
4
4
4
2
2 2
2
2
2 2
2
2
2
EAST AREA PLANT LIST
NUMBER SCIENTIFIC NAME COMMON NAME SIZE SPACING
(FT)QTY.
1 PRUNUS X BLIREIANA FLOWERING PLUM 15 GAL 16 5
2 -CRUSHED BASALT 3 8" MINUS X 6 IN DEPTH --
3 XERILAWN TURF GRASS ---
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
WEST AREA PLANT LIST
NUMBER SCIENTIFIC NAME COMMON NAME SIZE SPACING
(FT)QTY.
1 PICEA PUNGENS LAYERED SPRUCE 12 FFET 25 3
2 PICEA OMORIKA SERBIAN SPRUCE 6 FEET 25 4
3 POTENTILLA FRUITICOSA GOLD STAR POTENTILLA 1 GAL 10 10
4 ARCETOSTAPHYLOS UVA-URIS
'MASSACHUSETTS'
MASSACHUSETTS BEARBERRY 1 QT 4 45
5 XERILAWN TURF GRASS ---
6 -CRUSHED BASALT 3 8" MINUS X 4 IN DEPTH --
6
SCALE:1" = 1'-0"
SECTION
-
A
-
A
PATHWAY
4'-0"
3
8" X 14 GAGE STEEL
EDGING 12" MAX ABOVE
FINISHED GRADE
106
GC-2
CONCRETE RIBBON
CURB
106
GC-02
CONCRETE RIBBON
CURB
VALVE
VAULT
2
5'-2" CONCRETE
SIDEWALK
117
GC-02
3
3
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
EAST AREA LANDSCAPING COORDINATE SCHEDULE
MARK NORTHING EASTING COMMENTS
L13 497460.48 9145013.78 PT
L14 497462.45 9145018.03 PT
L15 497452.64 9145019.98 RADIUS = 10'-0"
L16 497468.84 9145050.18 PT
L17 497459.86 9145074.64 PT
L18 497444.32 9145055.06 RADIUS = 25'-0"
L19 497448.27 9145083.84 PT
L20 497413.12 9145079.77 PT
L21 497432.72 9145064.26 RADIUS = 25'-0"
WEST AREA LANDSCAPING COORDINATE SCHEDULE
MARK NORTHING EASTING COMMENTS
L22 497361.67 9144852.40 PT
L23 497340.93 9144871.54 PT
L24 497365.30 9144877.13 RADIUS = 25'-0"
L25 497330.89 9144915.31 PT
L26 497354.82 9144930.43 PT
L27 497345.51 9144918.66 RADIUS = 15'-0"
L28 497395.33 9144898.38 PT
L29 497374.67 9144850.49 PT
L30 497378.58 9144877.21 RADIUS = 27'-0"
2
304
GC-5
CHAIN LINK
FENCE
2
2
2
BENCH
(NOTE 7)
NOTES:
1.THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL EXISTING SITE UTILITIES AND
YARD PIPING PRIOR TO COMMENCING LANDSCAPE WORK.
2.PRIOR TO BEGINNING ANY PLANTING, CONSTRUCTION OF THE IRRIGATION SYSTEM SHALL BE COMPLETED AND
THE APPLICABLE TESTS ACCEPTED BY THE ENGINEER.
3.ALL PLANTS SHALL BE PLACED IN THE APPROXIMATE LOCATION SHOWN ON THE DRAWINGS. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IF THERE IS A CONFLICT WITH PLANT LOCATIONS AND EXISTING FACILITIES
INCLUDING UNDERGROUND UTILITIES AND PIPING AND THE ENGINEER SHALL APPROVE THE RELOCATION OF
PLANT MATERIALS. ALL TREES AND SHRUBS SHALL BE A MINIMUM OF 3-FEET HORIZONTAL SEPARATION FROM
ALL UTILITIES.
4.NO SUBSTITUTIONS OF SPECIFIED PLANT MATERIALS SHALL BE ALLOWED UNLESS APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION.
5.ALL AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE 2 WEEKS PRIOR TO PLANTING TREES,
SHRUBS, AND GROUNDCOVER.
6.LANDSCAPE WEED BARRIER FABRIC SHALL BE INSTALLED BENEATH ALL LANDSCAPING GRAVEL. WEED
BARRIERS ARE TO BE DEWITT PRO-5 WEED BARRIER.
7.BENCH IS TO BE WAUSAU MADE, MODEL NO. TF5037.
REGIS
T
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D

PROFES SI O N A L
E
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B R Y A N T J C
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A
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L O
12
/
2
3
/
2
0
2
0
W
SHEET
DE
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6
0
0

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1
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D
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G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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c
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PROJECT:
DATE:
ST
A
T
E

P
R
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F
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S
S
I
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N
A
L

E
N
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I
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.

DA
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:
12
/
2
5
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2
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2
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1
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:
0
8

A
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DA592013.00
12/23/202
10 LS 3
JR
E
SN
D
JR
E
9
5
9
7
5
P
E
NORTH AREA LANDSCAPING
PLAN
SCALE: 18" = 1'-0"
KIOSK
STORAGE BUILDING
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
NORTH AREA PLANT LIST
NUMBER SCIENTIFIC NAME COMMON NAME SIZE SPACING
(FT)QTY.
1 PICEA OMORIKA SERBIAN SPRUCE 6 FEET 25 4
2 POTENTILLA FRUITICOSA GOLD STAR POTENTILLA 1 GAL 10 10
3 ARCETOSTAPHYLOS UVA-URIS
'MASSACHUSETTS'
MASSACHUSETTS BEARBERRY 1 QT 4 45
4 -CRUSHED BASALT 3 8" MINUS X 4 IN DEPTH --
3
3
3 3
3
3
3
3
3 3
3
3 3
33 3
31111111
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3 3
3
3
3
3 3
3
44 4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
444
4
4
44
4
44
4
44
4
4
4
ADULT HOLDING FACILITY
W
W
SHEET
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42
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PROJECT:
DATE:
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P
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9
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1
2
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3
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DA592013.00
12/23/2020
10 LS 4
JR
E
SN
D
JR
E
9
5
9
7
5
P
E
VALVE BOX
(NOTE 6)
EXISTING 2"
IRRIGATION
SUPPLY
VALVE BOX
(NOTE 6)
VALVE
BOX
(NOTE 6)IE 1704.70
NOTES:
1.IRRIGATION CONTROLLER SHALL BE A RAIN BIRD ESPLXMSM4 WITH 12 STATIONS AND RAIN SENSOR.
COORDINATE LOCATION WITH MECHANICAL EQUIPMENT AND OWNER PRIOR TO INSTALLING CONDUIT.
2.LAWN IRRIGATION IN THE SOUTH, WEST AND EAST AREA SHALL BE RAIN BIRD U15 SERIES WITH
MINIMUM OF 200% COVERAGE.
3.PLANT AND TREE IRRIGATION SHALL BE A NETAFIM 17 MM DRIPLINE, 0.9GPH WITH 12" SPACING.
4.PIPING FROM THE IRRIGATION MAIN SHALL BE 2" DIA SCH 40 PVC.
5.ZONE PIPING SHALL BE 1" DIA SCH 40 PVC MIN.
6.VALVE BOXES SHALL BE RAIN BIRD VBSPRH.
7.VALVES SHALL BE RAIN BIRD 100PEB.
8.FILTERS SHALL BE RAIN BIRD PBRQKCHK100 - 1" FOR ALL ZONES.
9.WIRE AND CONDUIT:
9.1.PLACE ALL VALVE WIRE IN 112" DIA PVC CONDUIT
9.2.INSTALL HOME RUNS FROM EACH VALVE BOX TO CONTROLLER.
9.3.INSTALL CONTROLLER IN UTILITY ROOM.
VALVE BOX
(NOTE 6)
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
CONTROL BOX
(NOTE 1)
0 30 15 60 90 FT
SCALE: 1"=30'
PLAN VIEW
SHEET
DE
S
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N
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D

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:
DR
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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DA592013.00
12/23/2020
10 S 1
SN
D
SN
D
JR
E
9
5
9
7
5
P
E
1
-
ROOF FRAMING PLAN
SCALE: 12" = 1'-0"
FOUNDATION PLAN
SCALE: 12" = 1'-0"
-
A
SCALE:1/2" = 1'-0"
SECTION
-
A
SCALE:1/2" = 1'-0"
SECTION
-
B
-
B
SCALE:3/4" = 1'-0"
DETAIL
-
1
13'-0"
13'-0"
1'-10"
4'-8"
4'-8"
9'-0"
1'-6"
12
5
HSS 8X8X14" (TYP)
ROOF ABOVE
9'-4"
9'-4"
1'-10"
1'-10"
COLUMN BELOW
EAVE
STANDING SEAM METAL ROOF
OVER 15 32" OSB ROOF SHEATHING
OVER WOOD TRUSSES
6" CONC SLAB
SEE DETAIL 1
0'-6"
2'-0"
(TYP)
EDGE OF CONC SLAB
HSS 8x8x14"
14"x14" EMBEDDED PL. W/
5 8" DIA. STUDS, 8" EMBED
(5+1) #4 TIES
2' DIA. x 4' DEEP
SONOTUBE
4 #6
6 #5 VERTICALS
1" CHAMFER
1/4
TYP
1'-4"
1'-4"
2'-0"
2'-0"
DIA.
4'-0"
1'-4" SQ
0'-4"
PLAN
PRE-ENGINEERED
WOOD TRUSSES
AT 24" O.C.
H2.5 & A35
AT EACH TRUSS
0'-4"
1x4 FIBER CEMENT
TRIM, PAINT
DOUBLE 2x8 TOP
PLATE BOLTED
TO STEEL BEAM
HSS 8x8x1 4" (TYP)
PREFINISHED METAL
FASCIA OVER 2x6
WOOD FASCIA
PRE-FINISHED
VENTILATED
METAL SOFFIT
5 8" DIA BOLT
AT 24" O.C.
0'-11"
#4 @ 12" EW (TYP)
SLAB ON GRADE
1'-10"
10'-8"
10'-8"
RIDGE
ISOLATING JOINT
1'-0"
10'-0"
SEE 10 C 1 FOR COORDINATESEE 10 C 1 FOR COORDINATE
0'-6"
PRE-ENGINEERED
ROOF TRUSS
PRE-FINISHED
VENTILATED METAL
SOFFIT
LP SMARTSIDE BOARD
AND BATTEN PANEL
AND TRIP (NOTE 1)
NOTES:
1.PAINT SMARTSIDE BOARD AND TRIM TO MATCH OTHER
BUILDINGS.
2.SEE SPECIFICATION 09910 FOR STRUCTURAL STEEL COATINGS.
3.STANDING SEAM METAL ROOF SHALL MATCH TYPE AND COLOR
OF OTHER BUILDINGS.
4.ON THE RESTROOM SHED ONLY, 3 SIDES SHALL HAVE 3 4" NO. 9
FLATTENED EXPANDED METAL WALLS. WELD FLAT BAR TO HSS
COLUMN WITH 1
8" WELD. PROVIDE A HORIZONTAL FLAT BAR IN
THE CENTER OF THE WALL. SEE SPECIFICATION 09910 FOR
COATING.
-
C
SCALE:1" = 1'-0"
SECTION
-
C
0'-8"
1'-0"
0'-2"
1
1
0'-6"
#4 (TYP)
REGI
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PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
EXPANDED METAL
(NOTE 4)
0'-8"
PL 8x8x14" (TYP)1/4
TYP
2" THK SAND LAYER
VAPOR RETARDER
SHEET
DE
S
I
G
N
E
D

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:
DR
A
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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S
t
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7
3
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c
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PROJECT:
DATE:
ST
A
T
E

P
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O
F
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S
S
I
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N
A
L

E
N
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I
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N
O
.

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T
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:
12
/
3
0
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2
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2
0

3
:
3
1

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DA592013.00
12/23/2020
S 10 2
SN
D
SN
D
MT
Q
9
5
9
7
5
P
E
SCALE:3/8" = 1'-0"
SECTION
-
A
ROOF FRAMING PLAN
SCALE: 1 4" = 1'-0"
-
A
-
B
FOUNDATION PLAN
SCALE: 1 4" = 1'-0"
0'-4"
2'-0"
(TYP)
26'-8"
11'-4"
22'-8"
1'-10"11'-6"
1'-10"
19'-0"
PRE-ENGINEERED WOOD
TRUSS AT 24" O.C.
COLUMN BELOW
EDGE OF SHEATHING
EDGE OF SLAB
ROOF ABOVE
9'-0"
0'-11"
HSS8x8x14" (TYP)
5 8" DIA BOLT
AT 24" O.C.
HSS 8x8x14" (TYP)
6" CONC SLAB
SCALE:3/8" = 1'-0"
SECTION
-
B
12
5
DOUBLE 2x8 TOP
PLATE BOLTED
TO STEEL BEAM
H2.5 & A35 AT
EACH TRUSS
1x4 FIBER CEMENT
TRIP, PAINT
0'-4"
1'-6"PREFINISHED
VENTILATED
METAL SOFIT
PREFINISHED METAL
FASCIA OVER 2X6
WOOD FASCIA
STANDING SEAM METAL ROOF
OVER 15 32" OSB ROOF SHEATHING
OVER WOOD TRUSSES
1
-
SCALE:3/4" = 1'-0"
DETAIL
-
1
#5 @ 12" O.C.
#4 @ 12" O.C.
1/4
TYP.
6 #4 TIES
4 #4
#4 @ 12 E.W. O.C.
1'-0"
3'-0"
3'-0" SQ.
0'-4"
SEE 10 C 1 FOR
COORDINATE
SEE 10 C 1 FOR
COORDINATE
1'-0"
1'-0"
PL 10x10x12"
EMBEDDED
10 S 1
C PRE-FINISHED
VENTILATED METAL
SOFFIT
LP SMARTSIDE BOARD
AND BATTEN PANEL
AND TRIP (NOTE 1)
NOTES:
1.PAINT SMARTSIDE BOARD AND TRIM TO MATCH OTHER
BUILDINGS.
2.STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED.
3.STANDING SEAM METAL ROOF SHALL MATCH TYPE AND
COLOR OF OTHER BUILDINGS.
20'-0"
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
1/4
TYP.
0'-9"
0'-10"
PRE-ENGINEERED
WOOD TRUSS
1/4
TYP.
WATER STOP
SEE 200/GS-5
SHEET
DE
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
ST
A
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P
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S
S
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A
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N
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:
12
/
3
0
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2
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2
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3
:
3
1

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DA592013.00
12/23/2020
10 S 3
SN
D
SN
D
JR
E
XX
X
X
X
-
B
51'-11"
52'-11"
-
A
SCALE:3/4" = 1'-0"
SECTION
-
A
NOTES:
1.FINISHED FLOOR ELEVATION OF THE DORM BUILDING SHALL BE 1,710.47'
2.CONTRACTOR SHALL FIELD VERIFY THE EXISTING DORM FOUNDATION. SHOW FIELD MEASUREMENTS ON SHOP
DRAWINGS FOR THE CONCRETE AND REINFORCEMENT.
3.CONTRACTOR SHALL COMPLETE ANY REPAIRS TO THE INSIDE AND OUTSIDE OF DORM BUILDING THAT RESULT FROM
MOVING AND INSTALLING ON NEW FOUNDATION.
4.FIELD VERIFY THE LOCATION OF DOORS. CENTER STAIR AT DOOR LOCATIONS.
5.RECONNECT ALL DOMESTIC WATER AND SS FROM EXISTING SYSTEM. PULL NEW CONDUIT AND ALARMS AS REQUIRED
BY ELECTRICAL AND CONTROLS DRAWINGS.
DORM FOUNDATION
SCALE: 1 4" = 1'-0"
0'-6"
50'-7"0'-8"
4'-3"
47'-7"1'-6"
4'-11"
EXISTING DORM
#4 @ 8"
O.C. E.W.#4 @ 8" O.C. E.W.
0'-8"
6'-1"
0'-6"
16"x7" VENTS SPACED 3'-0"
FROM ENDS AND 20'-0" O.C.
14'-1"
0'-8"
15'-5"
0'-6"
16'-5"14'-5"
8'-0"
PATIO
36x12x8"
CONCRETE
STAIR (TYP)
(NOTE 3)
0'-8"
2'-6"
0'-8"
4'-0"
7'-0"
SCALE:3/4" = 1'-0"
SECTION
-
B
1 #5 (TYP)
#4 @ 12" O.C.
(TYP)
266
GS-6
36x12x8"
CONCRETE
STAIR (TYP)
(NOTE 3)
2'-0"
3'-0"
266
GS-6
1'-0"
0'-8"
3'-0"
14" R (TPY ALL EDGES)
3 8" EXPANSION JOINT
CAULK W/ SYNTHETIC RUBBER
SEALING COMPOUND
(TYP)
200
GS-5
WATER
STOP (TYP)
CONSTRUCTION JOINT (TYP)
#4 @ 8"
O.C. E.W.
#4 @ 8" O.C. E.W.
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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6
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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12/23/2020
10 M 1
KL
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XX
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XX
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Ø10'-0"
12'-0"
12'-0"
NOTES:
1.LOCATE NEW IRRIGATION TANK ON SITE OF EXISTING IRRIGATION TANK. DEMOLISH AND DISPOSE OF
EXISTING FACILITIES PER THE DEMOLITION PLANS.
2.TANK SHALL BE EPOXY LINED AND COATED, 14" THICK, A36 STEEL. FINISH COAT OF EXTERIOR EPOXY
COATING SYSTEM SHALL INCLUDE A UV BLOCKER ADDITIVE, SUCH AS TNEMEC SERIES 44-600, OR EQUAL,
TO PREVENT DEGRADATION DUE TO UV EXPOSURE.
3.PRESERVE AND PROTECT EXISTING LEVEL SENSORS AND REUSE FOR NEW TANK TO PROVIDE
CONTROLS SIGNALS FOR THE NEW IRRIGATION PUMP SYSTEM. PROVIDE REPLACEMENT CONDUIT
WHERE NECESSARY ACCORDING TO THESE CONTRACT DOCUMENTS, MANUFACTURER REQUIREMENTS
AND LOCAL CODE RESTRICTIONS.
4.TANK FOUNDATION CONNECTION DETAILS SHALL BE DESIGNED BY THE TANK MANUFACTURER/SUPPLER
TO MEET THE LOADS DETAILED IN THE PROJECT DESIGN CRITERIA.
5.CONNECT TO EXISTING 3" IRRIGATION WATER LINE BELOW GRADE.
6.PREPARE SUBGRADE TO PROVIDE A LEVEL SURFACE FOR FORMING AND PLACING THE CONCRETE
FOUNDATION. COMPACT TO 95% STANDARD PROCTOR. ALL CONCRETE AND FORMWORK SHALL ADHERE
TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS.
7.PROVIDE ACCESS LADDER TO TOP OF IRRIGATION TANK, ENSURE LADDER MEETS ALL OSHA
REQUIREMENTS.
8.PROVIDE 6'-0" TALL, HINGED, EPOXY COATED STEEL LADDER GUARD WITH LOCKABLE HASP.
9.LOCATE OVERFLOW OUTLET AT LEAST 10'-0" FROM TANK, AND DISCHARGE BELOW THE INVERT
ELEVATION OF THE FOUNDATION SLAB, DIRECT INTO EXISTING DRAINAGE DITCH ON SIDE OF ACCESS
ROAD.
14" THICK
STEEL TANK
6" FLANGED PIPE SECTION FOR
INSTRUMENT INSTALLATION/REMOVAL
WATER TIGHT JUNCTION BOX
FOR INSTRUMENT CONDUCTORS
NOTE 3
3" IR (1)
3" DIA BALL VALVE
1 12" DIA BLOW-OUT LINE
W/ PIPE CAP AND BALL VALVE
NOTE 4
OVERFLOW
DRAIN
2" OF (8)
-
A
SCALE:3/8" = 1'-0"
SECTION
-
A
IRRIGATION TANK PLAN
SCALE: 3/8" = 1'-0"
HIGH WATER
FLOAT SWITCH
LOW WATER
FLOAT SWITCH
NOTE 7
PROVIDE OSHA RATED
FALL-RESTRAINT TIE-OFF POINT
ON TOP OF TANK NEAR HATCH
30" DIA, HINGED STEEL ACCESS
HATCH WITH STEEL HANDLE AND
PAD-LOCKABLE HASP
NOTE 4SLAB ON GRADE
FOUNDATION
LADDER SECURITY
GUARD, NOTE 8
18'-0"
2" DIA TANK DRAIN
WITH STEEL PLUG
10'-0" MIN
5'-0"
3'-0"
DRAIN ROCK FOR
OVERFLOW OUTLET
NOTE 9
2" OF (8)
TANK OVERFLOW
TANK ACCESS AND
INSPECTION HATCH
2'-6"
ACCESS LADDER
WITH SECURITY
GUARD
NOTE 3
5'-0"
O/C MAX
ACCESS LADDER
SUPPORTS
0'-0" MAX
APPROXIMATE EXISTING
GROUND EL 1924'
DRAIN PIPE SUPPORTS
10'-0"
O/C MAX
#5@12" O.C.
E.W.
0'-6"
0'-9"
0'-8"
3 #5 (TYP.)
2'-0"
12'-0"
SQ.
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42
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PLAN
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CONDUIT/CONDUCTOR
SCHEDULE
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GROUNDING SCHEMATIC -
4-POLE SWITCHING
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TO AREA 30 AERATION TOWER
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P-10.1 P-10.2
FIT-10.2
FE-10.2
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DA592013.00
12/23/2020
20 S 1
SN
D
SN
D
JR
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9
5
9
7
5
P
E
BRIDGE DECK PLAN
SCALE: 14" = 1'-0"
INTAKE DECK PLAN
SCALE: 3/8" = 1'-0"
SCALE:1/2" = 1'-0"
SECTION
-
B
PUMP ROOM DECK
NOT SHOWN
COMPOSITE
METAL DECK
(TYP.)
6'-0"
25'-8"26'-0"
C12x30 CHANNEL
ALL AROUND
COMPOSITE
METAL DECK (TYP.)
24" DIA. STEEL ENCASED
CONCRETE PILE (TYP.)
-
A
BRIDGE DECK
NOT SHOWN
SCALE:3/8" = 1'-0"
SECTION
-
C SCALE:3/8" = 1'-0"
SECTION
-
D
-
C
-
D
3'-6"
24" DIA. STEEL ENCASED
CONCRETE PILES,
12" THK. CASING (TYP.)
4 - 3/4" DIA.
ANCHOR
BOLTS (TYP.)
METAL DECK
13'-6"3'-9"3'-9"
CONCRETE FILL
W12x40 (TYP.)
2'-0"
4 - 3/4" DIA.
ANCHOR BOLTS
15" EMBED MIN.
0'-8"
0'-5"
8 - #8
LONG. BARS
W12x40
SCALE:3/4" = 1'-0"
DETAIL
-
1
13'-6"3'-9"3'-9"
2'-6"
17'-0"
2'-6"
EL. 1712.50
C8x11.5
STIFFENERS
AROUND
OPENING
(TYP.)
W12x40W12x40 (TYP.)
W12x40
3" WH-36
METAL DECK
#7@12" O.C.
#6@12" O.C.#4@12" O.C.
EL. 1712.50
2'-0"2'-0"
17'-0"3'-6"3'-6"
22'-0"
21'-0"
1'-0"
1'-4"
W12x40 (TYP)
W12x40
(TYP)PILECAP
DECK STUDS WELDED
TO SUPPORTS
SEE SHT. GS-7 (TYP.)
0'-5"
W12x40 (TYP.)
PILECAP
24" DIA. STEEL ENCASED
CONCRETE PILES (TYP.)
SCALE:1/2" = 1'-0"
SECTION
-
A
10'-0"2'-0"2'-0"
6'-0"
SCALE:3/4" = 1'-0"
DETAIL
-
2
FOR REINFORCING
SEE DETAIL 2
C8x11.5
STIFFENERS
AROUND
OPENING
(TYP.)
21'-0"
22'-0"
ROOF COLUMN
1'-0"
1'-0"
20 S 3
A 2'-6"
3'-0"
EL. 1710.33
6'-9"6'-9"
STIFFENERS
AROUND
OPENING (TYP.)
NOTE 5
C6x8.2
SLOPE
SLOPE
TO TOP
OF DECK
TO TOP
OF DECK
-
B
9'-6"
6'-8"
W12x40
W12x40
(TYP)
2" WH-36
METAL DECKCONCRETE
FILL
PL12x8x12"
0'-112"
(TYP)
0'-8"
0'-5"
0'-8"
S 20 4
D
20 S 4
B
20 S 4
A
20 S 4
E
20 S 4
F
GUARDRAIL SEE S110/GS-4
2'-0"
1'-0"
2'-0"
8'-0"
4'-412"
7'-3"
2'-112"
3'-6"
(NOTE 6)
2'-112"
1'-6"
(NOTE 6)
2'-112"
3'-6"
(NOTE 6)
2'-6"4'-3"
3'-812"
2'-4"3'-6"0'-11"
1'-5"
1'-0"
C
20 S 4
0'-6"
0'-6"
SEE 10 C 1 FOR
COORDINATE
SEE 10 C 1 FOR
COORDINATE
NOTES:
1.ALL STRUCTURAL MEMBERS SHALL BE WEATHERING STEEL.
2.SEE S402/ GS-7 FOR METAL DECK WELD DETAILS.
3.SEE S406/ GS-7 FOR SHEAR STUD PLACEMENT.
4.STEEL PIPE PILES SHALL BE PER SPECIFICATIONS SECTION 02455.
5.FOR SMALL OPENINGS IN CONCRETE DECK SEE DETAIL 409/ SHEET GS-8.
6.VERIFY OPENINGS WITH SIZE OF PUMP.
0'-9"
C12x20.7
STAIR
SUPPORT
SEE 20 S 3
2'-0"
EL 1710.50
0'-6"
CONCRETE
PAD
1
20S4
REGIS
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B R Y A N T J C
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/
2
3
/
2
0
2
0
0'-9"
2'-212"
NOTE 5
2'-0"
FOR REINFORCEMENT
DETAILS SEE DETAIL 1/ 20 S 40'-2"
#4 @ 6" O.C.TIES
400
GS-7
0'-012"
SHEET
DE
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DA592013.00
12/23/2020
20 S 2
SN
D
SN
D
JR
E
9
5
9
7
5
P
E
ROOF FRAMING PLAN
SCALE: 3/8" = 1'-0"
2x12 @ 12" O.C.
SCALE:3/8" = 1'-0"
SECTION
-
A
SCALE:3/8" = 1'-0"
SECTION
-
B
-
A
-
B
EL. 1712.50
1'-0"
1'-0"
HSS 5x5x12"
(TYP.)
HSS 8x4x3 8" (TYP.)
HSS 10x4x3 8" (TYP.)
4'-9"13'-6"4'-9"
23'-0"
24'-0"
0'-6"
ROOF SHEATHING
STANDING SEAM
METAL ROOF
2x12 RAFTERS
12'-0"
13'-6"
14'-112"
HSS 5x5x12"
(TYP.)
HSS 5x5x12"
(TYP.)
W BEAM
W BEAM
2x12 RAFTERS
@ 12" O.C.
HSS 10x4x3 8"
(CONT. OVER
SUPPORTS)
23'-0"
0'-6"0'-6"
13'-112"
EL. 1712.50
ROOF SHEATHING STANDING SEAM
METAL ROOF
HSS 5x5x12"
(TYP.)
VENTED METAL
SOFFIT
HANDRAIL
LIFTING EYE
PERFORATION
FOR LIFTING EYES
HSS 8x4x3 8"
(2) 2x12 AT
HATCHES (TYP.)
4'-9"4'-9"
23'-0"
4'-6"14'-0"4'-6"
VENTED METAL
SOFFIT
SCALE:1 1/2" = 1'-0"
DETAIL
-
1
VENTED
METAL
SOFFIT
SCALE:1 1/2" = 1'-0"
DETAIL
-
2
6'-412"
6'-5"
PL 4x4x14"
W/ 3 4" DIA BOLT
CENTERED
1
-
2
-
-
C
SCALE:1 1/2" = 1'-0"
SECTION
-
C
VENTED METAL
SOFFIT
RAFTER
2'-0"
0'-112"
0'-3"
R0'-2"
1'-512"
0'-4"
PL 12"
36"x36" TYPE F BILCO
ROOF HATCH
(TYP OF 2)
12 1
3/16TYP.
METAL
FLASHING
JOIST HANGER
4'-712"
4'-712"
18"x18" TYPE F BILCO
ROOF HATCH
NOTES:
1.ALL STEEL MEMBERS SHALL BE WEATHERING STEEL. SEE SPECIFICATIONS FOR DETAILS.
2.CONTINUOUS BLOCKING SHALL BE PROVIDED BETWEEN 2x12, NOT SHOWN ON THE
DRAWING.
3.ADJUST RAFTER SPACING TO ACCOMMODATE HATCHES IN ROOF.
4.WELDS SHALL BE 14" FILLET WELDS ALL AROUND UNLESS SHOWN OTHERWISE.
REGIS
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B R Y A N T J C
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A
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12
/
2
3
/
2
0
2
0
RAILING PER
GENERAL DETAILS
0'-7"
0'-10"
0'-11"
0'-8"
12" PL. EACH WELDED
TO COLUMN & BEAM
TYP.
SHEET
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DA592013.00
12/23/2020
20 S 3
SN
D
SN
D
JR
E
9
5
9
7
5
P
E
COMPOSITE
METAL DECK
(TYP.)
24" DIA. STEEL ENCASED
CONCRETE PILES (TYP.)
COMPOSITE
METAL DECK
(TYP.)
SCALE:1/4" = 1'-0"
SECTION
20 S 1
A
SEE SHT. 20 S 2
FOR DETAILS
SCALE:1" = 1'-0"
DETAIL
-
1
W12x40W12x40 (TYP.)
2" WH-36
METAL DECK
CONCRETE FILL
PL 12x8x12"
0'-2"0'-8"0'-112"
0'-5"
PILECAP
W12x40
2'-6"
2'-9"
PILE
(TYP.)
1
-
SCALE:1" = 1'-0"
DETAIL
-
2
ANCHORS
(TYP OF 4)
112" THK. GROUT PAD
SEE DETAIL 1/ 20 S 1
112" GROUT PAD
0'-2"
0'-2"
W12x40
3 4" ANCHORS
EMBDEED 12" MIN.
(TYP OF 4)
112" GROUD PAD
SCALE:1" = 1'-0"
DETAIL
-
3
C12X30
PL 10x8x12"
W12x40
0'-1"
0'-112"
0'-7"
0'-112"
0'-5"
5/16TYP.
2
-
3
-
0'-2"
0'-3"
PL 8x412x3 8"
3- 3 4" DIA A325N
BOLTS W/ SHORT
SLOTTED HORIZ
HOLES IN BEAM
5/16TYP.5/16
GUARDRAIL
PLAN
PLAN
PLAN
EL. 1712.00
5 #8 BARS
(T&B)
SEE DETAIL 1/ 20 S 1
61
138
GS-5
53'-0"3'-9"13'-6"3'-9"
W12
3'-0"
C12x20.7
COPE
1
20 S 4
STAIRS
EL 1696.50' ±
EL 1686.50' ±
EL 1678.00' ±EL 1678.00' ±30'-0"
35'-0"
45'-0"45'-0"
3 4" DIA BOLTS
(TYP OF 4)
0'-6"
0'-1"
0'-3"
REGIS
T
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D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
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L O
12
/
2
3
/
2
0
2
0
#4 @ 12" O.C.
STIRRUPS
EL 1678.00' ±
12'-0"
6'-0"
SEE SHEET 20 M 1
FOR LOCATION
SEE SHT. GS-7 FOR WELDING
NOTES AND DETAILS
SHEET
DE
S
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N
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D

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© Schnabel Engineering 2016 All Rights Reserved
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PROJECT:
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12/23/2020
20 S 4
SN
D
SN
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E
9
5
9
7
5
P
E
SCALE:1 1/2" = 1'-0"
SECTION
20 S 1
A
0'-112"
0'-3"
5/16
TYP.
3 - 3 4" DIA A325N BOLTS
W/ SHORT SLOTTED
HORIZ. HOLES IN BEAM
METAL DECK
W12x40
W12x40
SCALE:1 1/2" = 1'-0"
SECTION
20 S 1
B
W12x40
W12x40
1/4
TYP.1/4
METAL DECK
SCALE:1 1/2" = 1'-0"
SECTION
20 S 1
C
C8x11.5
METAL DECK
SCALE:1 1/2" = 1'-0"
SECTION
20 S 1
D
METAL DECK
1/4
TYP.
1/4
TYP.
C8x11.5C8x11.5
SCALE:1 1/2" = 1'-0"
SECTION
20 S 1
E
GUARDRAIL
SEE S134A/GS-4
1/4
TYP.
1/4
TYP.
C12x30
SCALE:1 1/2" = 1'-0"
SECTION
20 S 1
F
GUARDRAIL
SEE S134/GS-4
1/4
TYP.
C6x8.2
1/4 1" @ 12" O.C.
TYP.
W12x40
0'-3"
17 @ 11 = 15'-7"
18

@

6
"

=

9
'
-
0
"
0'-6"
116
GS-4
C12x20.7 (TYP)
NOTE 2
NOTE 1
NOTES:
1.STAIR TREADS SHALL BE 1" GALVANIZED STEEL GRATING.
2.ALL STEEL SHALL BE GALVANIZED.
3.PUMP PEDESTAL LAYOUT AND DETAILS SHOWN ARE CONCEPTUAL.
SHALL BE UPDATED BASED ON ACTUAL REQUIREMENTS PER PUMP MANUFACTURER.
1'-0"
138
GS-5
C12x20.7
SCALE:1 1/2" = 1'-0"
DETAIL
20 S 3
1
C12 STAIR
STRINGER
C12x20.7
1/4
TYP.
W12 BRIDGE BEAM
3'-6"
1" GRATING
1/4
TYP.
6" COMPOSITE DECK
TYP.
G
5'-0"
1'-0"
0'-8"
1
1
0'-6"
#4 @ 12" O.C.
E.W.
#4@12" O.C.
SCALE:3/4" = 1'-0"
SECTION
-
C
-
C
5'-0"
-
B
SCALE:3/4" = 1'-0"
SECTION
-
B
SCALE:1/2" = 1'-0"
DETAIL
20 S 1
1
5'-8"
3'-7"
5'-8"
5'-8"
1'-512"
0'-6"
0'-6"
1'-0"
CONCRETE PAD
PUMP MOUNTING PLATE
COORDINATE ANCHORS
WITH PUMP
-
A
#7@12" O.C.
#6@12" O.C.
#4@12" O.C.
SCALE:1/2" = 1'-0"
SECTION
-
A
1'-0"
0'-6"
#6@12 O.C.
W12
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
2'-9"
PUMP CAN
OPENING (TYP)
1'-1"
CONCRETE DECK
SCALE:1" = 1'-0"
DETAIL
20 S 1
1
#4 @ 12" O.C. E.W.
TYP.
DECK TO BE SET OVER
THE CHANNEL FLANGE
FOR METAL DECK CONNECTION
TO SUPPORTS, SEE SHT. GS-7
(TYP.)
PL 9x412x12"
(BOTH SIDES)
SHEET
DE
S
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N
E
D

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Y
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42
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PROJECT:
DATE:
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9
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DA592013.00
12/23/2020
20 M 1
KL
S
KL
S
BJ
C

9
5
9
7
5
P
E
INTAKE PLAN: EL 1,686 FT
SCALE: 3 8" = 1'-0"
INTAKE PLAN: EL 1,712.50 FT
SCALE: 3 8" = 1'-0"
42" STEEL PUMP
CAN (TYP OF 2)
EXISTING 36" SS TEE
SCREEN WITH UPSTREAM
DEBRIS DEFLECTOR
12" DIA STEEL
PIPE CASING
EXISTING 24" DIA
BYPASS MUD VALVE
5'-112"
20 M 2
A
V-20.6
36" SW (4)
24" SW (4)24" DMJ
(TYP 1 EA.)
P-20.1
V-20.2
V-20.1
V-20.3
V-20.5
V-20.4
P-20.2
SCALE:1" = 1'-0"
DETAIL
-
1
1
-
P-20.3
6'-5"
6'-412"
6'-412"
2'-10"3'-6"
TO AERATION
TOWER
2'-7"
243
1
1 12" DIA STEEL IRRIGATION PUMP CASING
3" x 2" FLANGED REDUCER
2" CHECK VALVE
2" BALL VALVE
2" 90-DEG ELBOW
2
3
4
CONCRETE-FILLED STEEL
PIPE PILES. SEE STRUCTURAL
DRAWINGS (TYP)
4'-112"
TO IRRIGATION
WATER TANK 4" CA (7)
NOTES:
1.REHAB AND REUSE EXISTING 24" BYPASS MUD VALVE AND STEM AND 36" SS TEE
SCREEN FROM THE EXISTING INTAKE STRUCTURE AFTER DEMOLITION. PROVIDE
ADDITIONAL STEM AND COUPLINGS FOR MUD VALVE AS REQUIRED TO REACH THE
INTAKE DECK AND TO MAKE A COMPLETELY OPERABLE SYSTEM.
2.CONTRACTOR TO CONFIRM SIZE AND JOINT TYPE OF AIRBURST SUPPLY
CONNECTION TO TEE SCREEN AND PROVIDE APPROPRIATE FITTINGS AND
HARDWARE TO MAKE A COMPLETE, AIR-TIGHT CONNECTION.
3.CONFIGURE LEVEL SENSOR STILLING WELL SUPPORTS TO ENSURE STILLING
WELL IS COMPLETELY VERTICAL FROM INTAKE MANIFOLD UP TO INTAKE DECK.
4.TERMINATE RIVER LEVEL STILLING WELL AT EL 1,681.5' WITH OPEN BOTTOM.
TO INTAKE
SCREEN
6" IR (1)
2" IR (1)
20 M 2
B
3'-0"
1'-7"
24" MUD VALVE
W/ AWWA NUT
9'-3"9'-3"
4'-712"
6'-812"
2'-212"2'-8"2'-212"
2'-5"
0'-6"
0'-10"3'-1012"
2'-6"
42" x 36" ECCENTRIC
REDUCER (TYP OF 2)
36" DIA 45 DEG ELBOW
1'-512"
4'-712"
2'-0"
212
GM-4 NOTE 3
2'-0"
2" IR (1)
4" CA (7)
5 8"x2" PIPE STRAP SUPPORT
MOUNT (TYP)
M
106
NOTE 2
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
20 M 3
C
5 5
NOTE: ALL FITTINGS AND PIPING FOR IRRIGATION
SYSTEM SHALL, AT A MINIMUM, BE RATED FOR 250
PSI PER ANSI B16.5 OR ANSI B16.3 AND WITHSTAND
THE MAXIMUM SHUTOFF PRESSURE OF THE
IRRIGATION PUMP.
LE/LIT-20.1
NOTE 4
LE/LIT-20.2
1'-0"1'-0"
LE/LIT-20.1
LE/LIT-20.2
TRUMBULL 367-4960
DUCTILE IRON
ADJUSTABLE STEM
GUIDE.
4'-712"
1
20 M 4
INTAKE SUPPORT
STRUT ASSEMBLY
24"
CONCRETE-FILLED
STEEL PIPE PILE.
SEE STRUCTURAL
DRAWINGS
3'-1012"
SHEET
DE
S
I
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N
E
D

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Y
:
DR
A
W
N

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© Schnabel Engineering 2016 All Rights Reserved
42
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DATE:
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DA592013.00
12/23/2020
20 M 2
KL
S
KL
S
BJ
C
9
5
9
7
5
P
E
AWWA CLASS D FLANGE
WITH ISOLATION KIT
EXISTING 36" DIA
SS TEE SCREEN
24" SW (4)
DECK EL 1,712.50'
V-20.4
P-20.2
24" DIA 5-PIECE
ELBOW
CL EL 1,683.00'
100-YR WSE 1,709.55'
IE 1,707.17
V-20.5
V-20.6
24" DMJ
DESIGN MINIMUM
WSE 1,686.45'
SCALE:1/4" = 1'-0"
SECTION
20 M 1
A
42" SW (4)
36" SW (4)
6" MIN CONCRETE
EQUIPMENT PAD
(TYP)
2" MIN MACHINE
GROUT
STILLING WELL FOR
LEVEL SENSORS
90 DEG TURNING
VANE ELBOW
EXISTING RIVER BED
EL 1677.40'
42" x 36" ECCENTRIC
REDUCER
24" SW (4)
PUMP INTAKE MANIFOLD
IE 1,678.11'
WELD-O-LET FOR
INTAKE LEVEL SENSOR
STILLING WELL TO MATCH
STILLING WELL DIAMETER
INTAKE PIPE
SUPPORT NOT
SHOWN FOR
CLARITY
212
GM-4
STILLING WELL SUPPORT
SEE 20 M 3
4'-3"2'-0"4'-5"
6'-5"10'-0"
(TYP)
3'-012"
5'-8"
7'-412"3'-6"
231
GC-3
THRUST BLOCK
IE 1697.00
NOTES:
1.24" DIA PIPE SECTION UNDER BRIDGE SHALL
HAVE A MAXIMUM LENGTH OF 20'-0".
1'-6"3'-6"5'-0"
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
A
20 M 4
PIPE
SUPPORT
5'-0"
INTAKE SUPPORT
STRUT ASSEMBLY
SHEET
DE
S
I
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N
E
D

B
Y
:
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© Schnabel Engineering 2016 All Rights Reserved
42
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P
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DA592013.00
12/23/2020
20 M 3
KL
S
KL
S
BJ
C
95
9
7
5
P
E
PIPE HANGER
(TYP)
SEE 20 M 1 FOR IRRIGATION
PUMP DETAILS
12" DIA IRRIGATION
PUMP CASING
SCALE:3/8" = 1'-0"
SECTION
20 M 1
B
DECK EL 1,712.50'
P-20.3
3" IR (1)
MUD VALVE ACTUATOR
STEM
2" IR (1)
EXISTING 24"
MUD VALVE
SUPPORT AIRBURST PIPING
AT 8' O.C. MAX VERTICALLY,
AND WITHIN 1' OF ANY SPECIAL
4" CA (7)
SCALE:3/8" = 1'-0"
SECTION
20 M 1
C
HSS 6x6x3 8"
(TYP OF 2)
C6x13
C6x13
15'-6"
13'-3"
10'-5"1'-10"
3'-6"17'-0"
9'-6"
10'-0"
UNISTRUT
P1000T
UNISTRUT
P2558-30
1'-9"
106
GM-4
1" DIA BOLT
CENTERED ON HSS
W/ 4"x2" PLATE
WASHER (NOTE 2)
NOTES:
1.ALL STEEL SHALL BE A36 STEEL HOT DIPPED GALVANIZED UNO.
2.ALL BOLTS SHALL BE A325.
3.ALL WELDING SHALL BE PER AWS D1.1. FILLER METAL STRENGTH SHALL BE
70 KSI.
4.TABS WELDED TO THE MANIFOLD SHALL BE A36 STEEL, EPOXY COATED TO
MATCH MANIFOLD.
1
-
SCALE:3" = 1'-0"
DETAIL
-
1
MANIFOLD0'-6"
0'-4"
3 8" PL (NOTE 4)
PL 4x4x3 8"
(TYP OF 4)
3/8TYP.
3/8 TYP.
112" DIA BOLT
HSS 4x4
3/8 TYP.
4" CA (7)
TRUMBULL 367-4960
DUCTILE IRON
ADJUSTABLE STEM
GUIDE
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
3 8" PL
R0'-3"
TRUMBULL 367-4960
DUCTILE IRON
ADJUSTABLE STEM GUIDE
PIPE SUPPORT
NOT SHOWN
FOR CLARITY
SHEET
DE
S
I
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N
E
D

B
Y
:
DR
A
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N

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:
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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P
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N
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:
12
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:
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DA592013.00
12/23/2020
20 M 4
KL
S
KL
S
BJ
C
95
9
7
5
P
E
SCALE:1" = 1'-0"
SECTION
-
A
EL 1,707.11'
24" SW (4)
6" CA (7)
2" IR (1)
BRIDGE DECK (SEE
STRUCTURAL DRAWINGS)
HSS 4x4x3 8" (TYP)
PIPE SUPPORT
12" PL
U-BOLT GRINNELL FIG 137, TOLCO
FIG 110 OR EQUAL. TYP EA. PIPE.
-
1
SCALE:3" = 1'-0"
DETAIL
-
1
5 8" DIA BOLT
(TYP)
HSS CENTERED ON PLATE
0'-8"
0'-112"0'-5"
5 8" DIA BOLT
(TYP)
PL 10x4x12" (TYP)
1/4 TYP.
HSS4x4x3 8" (TYP)
1'-5"0'-7"1'-6"2'-6"0'-5"
3'-43 16"
0'-312"
0'-112"
SCALE:3/4" = 1'-0"
SECTION
20 M 2
A
-
A
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
1
-
W BEAM
HSS 4x4x3 8" CENTERED
ON END PLATES
45°1'-63 4"
1'-4"
0'-112"
1'-1"
5 8" DIA BOLTS
(TYP)
0'-112"
0'-512"
0'-512"
1'-2"
1/4TYP.
-
2
94°0'-4"
PL 3 8"
0'-1"
5 8" DIA HEX
BOLTS W/ NUTS
0'-218"
0'-1"
0'-5"
3 8" FLAT
BAR STRAP
1/4TYP.
14" NEOPRENE
EXPANSION JOINT
FILLER. WRAP
AROUND PIPE
SCALE:3/4" = 1'-0"
Detail
20 M 1
1
HSS 4x4x3 8"
3 4" DIA BOLTS
(TYP)
1/4TYP.
-
B
0'-6"
4'-2" O.D. x 12" FLANGE
4'-712"
4'-712"
SCALE:1" = 1'-0"
SECTION
-
B
Ø3'-6"
Ø2'-0"
45°
HSS 4x4x3 8"
3 4" DIA BOLTS
(BOTH SIDES)
SCALE:1-1/2" = 1'-0"
DETAIL
-
2
TYP.
1/4
3/16
45°
1/4TYP.1/4
2'-8" O.D. x 12" FLANGE
WELDED TO PIPE CLAMP
NOTES:
1.FIELD VERIFY DIMENSIONS
2.GALVANIZE ALL PARTS AFTER FABRICATION
3.FIELD/UNDERWATER BORE FOR 3 4" DIA FASTENERS.
3/16
12" STEEL PLATE
(TYP OF 4)
0'-4"
MIN
(TYP)
BC
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20E1
1
AIRBURST BUILDING
DEMOLITION PLAN
SCALE:1/4"=1'-0"
2
AIRBURST BUILDING
ELECTRICAL PLAN
SCALE:1/4"=1'-0"
4 NEW INTAKE ELECTRICAL PLAN
SCALE:1/4"=1'-0"
3 EXISTING INTAKE DEMOLITION
PLAN
SCALE:1/4"=1'-0"
M
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P-20.1
P-20.2
FIT-10.1
TO AREA 30 AERATION TOWER
V-20.1
V-20.2
V-20.3
V-20.4
V-20.5
V-20.6
FE-10.1
PIT/PSH-20.1P-20.1-TSH
P-20.2-TSH
P-20.1-DS P-20.2-DS
P-20.2-VFD
P-20.1-VFD
LE-20.1
LIT-20.1
LE-20.2
LIT-20.2
480VAC 480VAC
120VAC24VDC
LOOP
24VDC
LOOP
24VDC
LOOP
EXISTING AIR BURST
CONTROL PANEL
M
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PIT/PSH-20.2
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GENERAL NOTES:
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PROJECT:
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P
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20 I 10
BILL OF MATERIAL
ITEM QTY CATALOG DESCRIPTION MFG
1 1 1489-M1C150 CIRCUIT BREAKER, BULLETIN 1489 SERIES, 15A AB
2 26 1492-EAJ35 END ANCHOR AB
3 90 1492-J4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
4 22 1492-JG4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
5 16 1492-JKD4 KNIFE DISCONNECT TERMINAL BLOCK AB
6 1 1492-REC15 DIN RAIL MOUNTED RECEPTACLE AB
7 20 1492-WFB424 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 10-57VAC/DC W/ LED INDICATION AB
8 12 1492-WFB4250 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 100-300VAC W/ NEON INDICATION AB
9 2 1606-XLS120E COMPACT POWER SUPPLY, 120/240VAC / 85-375VDC INPUT VOLTAGE, 120W NOMINAL POWER AB
10 2 1783-SFP1GLX STRATIX FIBER SFP, 1000 MBIT CONNECTIVITY OVER SINGLE-MODE FIBER AB
11 4 199-DR1 ZINC/STEEL DIN RAIL EN5022 (35mm x 7.5mm x 1mm)AB
12 2 4983-DS120-401 120VAC SURGE SUPPRESSOR AB
13 1 CP4836 48x36 IN, BACK PANEL HOFFMAN
14 1 CSD483612 STEEL, 48x36x12 IN, W/ SINGLE DOOR, WALL-MOUNT ENCLOSURE, NEMA 4, 12, 13, IP66 HOFFMAN
15 1 LEDA2M35 MAGNETIC MOUNT, IR MOTION SENSOR HOFFMAN
16 12 GSC1 FUSE 5X20MM 250VAC, 1A, TIME DELAY MERSEN
17 13 GSC1/2 FUSE 5X20MM 250VAC, 1/2A, TIME DELAY MERSEN
18 2 GSC3 FUSE 5X20MM 250VAC, 3A, TIME DELAY MERSEN
19 4 GSC5 FUSE 5X20MM 250VAC, 5A, TIME DELAY MERSEN
20 1 GSC6 FUSE 5X20MM 250VAC, 6A, TIME DELAY MERSEN
21 1 BMX DDO 1602 16 OUTPUT SOLID STATE DISCRETE OUTPUT MODULE MODICON
22 1 BMXAMI0800 NON-ISOLATED ANALOG INPUT MODULE X80, 8 INPUTS MODICON
23 1 BMXAMO0410 ISOLATED ANALOG OUTPUT MODULE X80, 4 OUTPUTS MODICON
24 1 BMXCPS3500 X80 PLATFORM POWER SUPPLY MODULE. 100...240VAC - 36W MODICON
25 1 BMXDDI1602 DISCRETE INPUT MODULE, M340, 16 INPUTS, 24 VDC SING MODICON
26 1 BMXPRA0100 X80 PERIPHERAL REMOTE I/O ADAPTOR MODULE MODICON
27 1 BMXXBP1200 M340 12 SLOT MOUNTING RACK MODICON
28 4 C2WH6 2" COVER, WHITE PANDUIT
29 1 C3WH6 3" COVER, WHITE PANDUIT
30 8 CMDABLLCZIW LC KEYED ADAPTER MODULE PANDUIT
31 4 F2X4WH6 NARROW FINGER, SLOTTED WIRING DUCT PANDUIT
32 1 F3X4WH6 NARROW FINGER, SLOTTED WIRING DUCT PANDUIT
33 1 FDME8RG DIN RAIL MOUNT FIBER PATCH PANEL PANDUIT
34 1 SDU850A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT SOLA HD
35 1 TI-G102I 10 PORT HARDENED INDUSTRIAL L2 GIGABIT DIN RAIL SWITCH W/ 2 SFP SLOTS TRENDNET
SHEET
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DA592013.00
12/23/2020
30 S 1
SN
D
SN
D
JR
E
9
5
9
7
5
P
E
FOUNDATION PLAN
SCALE: 3
8" = 1'-0"
-
A
SCALE:3/8" = 1'-0"
SECTION
-
A
-
B
SCALE:3/8" = 1'-0"
SECTION
-
B
1'-3"
(TYP)
1'-6"
22'-0"
4'-0"
WSEL: 1,723.90
WSEL: 1,724.90
#6@8" O.C.
(TYP)
#6@8" O.C.
(TYP)
#7@8" O.C. E.F.
(TYP)
#6@8" O.C.
(TYP)
#6@8" O.C.
(TYP)
EL. 1,709.60
#6@8" O.C.
(TYP)
#6@8" O.C.
(TYP)
#6@8" O.C.
(TYP)
#6@8" O.C.
(TYP)
#8@8 O.C. E.F.
(TYP)
7'-1"14'-0"
27'-4"
2'-0"
(TYP)
22'-0"
EL. 1,709.60
NOTES:
1.SEE MECHANICAL DRAWINGS FOR LOCATIONS OF PIPE PENETRATIONS.
2.SEE S216/GS-6 FOR REINFORCEMENT DETAILS AROUND PENETRATIONS.
3.SLOPE CONCRETE FLOOR TO DRAINS AT 1
8" PER 1'-0".
NOTE 1
NOTE 1
TOP OF WALL
EL. 1,726.10
28'-6"
TOP OF GRATING EL 1,726.10'
20'-4"
0'-6"
6" WATERSTOP
SEE S200/GS-5
2" FRP GRATING
CONSTRUCTION
JOINT (TYP)
NOTE 3
NOTE 3
CONSTRUCTION JOINT
SEE S212/GS-5
SEE10 C 1 FOR
COORDINATE SEE10 C 1 FOR
COORDINATE
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
23'-4"
1'-0"
SLAB EL 1,705.60'
1'-3" TYP
#8@8" O.C. E.F.
(TYP)#8@8" O.C.
(TYP)
#7@8" O.C. E.F.
(TYP)
#7@8" O.C. E.F.
(TYP)
#7@8" O.C. E.F.
(TYP)
#7@8" O.C. E.F.
(TYP)
#7@8" O.C. E.F.
(TYP)
#7@8 O.C. E.F.
(TYP)
7'-0"
2'-0"
(TYP.)
SHEET
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DA592013.00
12/23/2020
30 S 2
SN
D
SN
D
JR
E
9
5
9
7
5
P
E
-
A
SCALE:1 1/2" = 1'-0"
SECTION
-
A
SCALE:1 1/2" = 1'-0"
SECTION
-
B
-
B
-
C
-
D
W8
PL 8x612x12" EMBED
FLUSH WITH WALL (TYP)
2L5x3x14"
PL 4x312x12" EMBED
FLUSH WITH WALL
PL 612x2x12"
GRATING SUPPORT PLAN
SCALE: 12" = 1'-0"
NOTES:
1.ALL MEMBERS AND ANCHORS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.
2.ALL WASHERS AND NUTS SHALL BE INSTALLED WITH ANTISEIZE.
3.GRATING SHALL BE FIBERGRATE PULTRUDED SAFE T SPAN T5020 AND SECTIONS SHALL NOT WEIGH MORE THAN 60 LBS. GRATING SHALL BE ABLE TO
SUPPORT 100 PSF WITH DEFLECTION OF NO MORE THAN L/480 AT ANY SPAN.
4.PROVIDE OPENINGS IN GRATING FOR ALL PIPES AND OPERATORS AS REQUIRED BY MECHANICAL DRAWINGS. PROVIDE A 2" GAP BETWEEN PIPE AND
GRATING. ALL GRATING AROUND PIPE OPENING SHALL BE REMOVABLE.
5.PROVIDE A HINGED OPENING FOR ACCESS TO THE DISTRIBUTION BOX WEIR PLATES. HINGES SHALL NOT PROTRUDE ABOVE WALKWAY AND CAUSE ANY
SAFETY HAZARDS.
6.ANY ADDITIONAL SUPPORTS NEEDED SHALL BE PER MANUFACTURER DETAILS.
OPENING IN GRATING
FOR BULK AERATOR.
TYP OF 2.
SCALE:3" = 1'-0"
SECTION
-
F
-
F
0'-3"
0'-2"
0'-018"
2" FRP GRATING
(NOTE 3)
1/4 TYP
PLAN
TOG EL. 1,726.10
(TYP ALL MEMBERS)
NOTE 3
3 4" NELSON STUDS
EMBEDDED 6" MIN.
UP
UP
1/4 TYP
0'-11 4"
0'-3"
3 4" NELSON STUDS
EMBEDDED 6" MIN.
5 8" DIA BOLT W/
SLOTTED HOLE
PLAN
0'-2"
0'-4"
0'-11 4"
0'-4"
SCALE:1 1/2" = 1'-0"
SECTION
-
C
SCALE:3" = 1'-0"
SECTION
-
D
PL 5x312x12"
1/4 TYP
W8
5 8" DIA BOLTS (TYP)
2" FRP GRATING
2L5x3x14
PL 4x112x12"
W/ 12" DIA BOLTS
2L5x3x14
COPE
1/4 TYP
COPE
-
E
SCALE:3" = 1'-0"
SECTION
-
E
W8
2L5x3x14
PL 4x312x12"
W/ 5 8" DIA BOLTS (TYP)
1/4 TYP
COPE
22'-0"
2'-10"
3'-3"
3'-11"
3'-0"
3'-51 4"
20'-10"
3'-6"
(TYP)
3'-0"
3'-6"
4'-0"
4'-0"
4'-0"
3'-6"
(TYP)
3'-0"
4'-4"
SEE 30 S 3 FOR
STAIR DETAILS
SEE 30 M 4 FOR
DISTRIBUTION BOX DETAILS
TOC EL 1,726.10'
2L5x3x14
(TYP)
W8x24
(TYP)
W8x24
(TYP)
2L5x3x1 4
(TYP)
2'-10"
8'-0"
0'-03 4"
0'-1"
0'-2"
0'-112"
0'-23 4"
0'-112"
0'-1"
0'-3"
0'-112"
0'-03 4"
0'-1"
0'-2"
0'-11 4"
0'-012"
0'-1"
0'-2"
0'-1"0'-112"
0'-3"
0'-2"
PL 6x4x12"
0'-012" GAP TYP
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J
C
H

A
R
L O
12
/
2
3
/
2
0
2
0
NOTE 51'-6"
W8
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
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6
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S

3
.
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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t
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9
7
3
6
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a
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
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R

N
O
.

DA
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:
12
/
3
0
/
2
0
2
0

3
:
2
9

P
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B
O
W

F
I
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H

H
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,

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S
DA592013.00
12/23/2020
30 S 3
SN
D
SN
D
JR
E
9
5
9
7
5
P
E
STAIR AND RAILING PLAN
SCALE: 3 8" = 1'-0"
-
C
-
D
-
B
-
A
SCALE:1/4" = 1'-0"
SECTION
-
A
SCALE:1/4" = 1'-0"
SECTION
-
B
SCALE:1/4" = 1'-0"
SECTION
-
C
SCALE:1/4" = 1'-0"
SECTION
-
D
21'-4"
5'-11"
5'-9"
15'-7"
21'-1"
3'-2"5'-3"14'-8"3'-0"
5'-9"17 @ 11"= 15'-7"
18

@

6
"

=

9
'
-
0
"
4'-3"1'-2"
C12
L4x4x14"
C12x20.7
C1
2
x
2
0
.
7
C12x20.7
C12x20.7
HSS 8x4x3
8"
HS
S

8
x
4
x
3
8"
HS
S

8
x
4
x
3
8"
3'-3"
1'-0"
3'-3"1'-8"
116
GS-4
SCALE:1" = 1'-0"
DETAIL
-
2
PL 11 4"x14"
L2x2x14"
HSS 8x4x3
8"
1/4
TYP
1/4
TYP1/4
0'-212"0'-11"0'-012"
C12
1/4
TYP
0'-4"
COPE C12
2
-
5'-9"17 @ 11" = 15'-7"
21'-4"
18

@

6
"

=

9
'
-
0
"
4'-3"1'-2"
C12
C12
116
GS-4
SCALE:1" = 1'-0"
DETAIL
-
3
0'-1"
0'-212"
(TYP)
0'-11"0'-01 2"
TYP
G
HANDRAIL POST
C12
L2x2x14"
L4x4x14 1" GRATING
3
-
4
-
SCALE:1 1/2" = 1'-0"
DETAIL
-
4
L2x2x14x0'-43 4"
HSS 8x4x3 8"
1" GRATING
PLAN
SECTION
L2x2
HSS 8x4
C12 1/4
3 SIDES (TYP)
3'-0"
14 @ 11" = 12'-10"5'-3"
15

@

6
"

=

7
'
-
6
"
1'-0"
C12
C12
15'-2"1'-8"
1" GRATING
L2x2x1 4"
C12
5'-3"14 @ 11" = 12'-10"3'-0"
15

@

6
"

=

7
'
-
6
"
C12
5
-
TYP
SCALE:1 1/2" = 1'-0"
DETAIL
-
5
PLAN
SECTION
0'-4"
0'-8"
0'-2"
(TYP)
PL 10x8x12" W/ 5
8" DIA.
EMBEDDED ANCHORS
SCALE:1 1/2" = 1'-0"
DETAIL
-
6
TOC EL. 1709.85
TOG EL. 1726.10
UP
UP
FACE OF
CONC WALL
6
-
C12
L4x4x5
16"x0'-6"
1/4
TYP
130
GS-4 130
GS-4
NOTES:
1.STAIR TREADS SHALL BE 1" GALVANIZED SERRATED STEEL
GRATING.
2.CONSTRUCTION OF STAIRS AND GUARDRAIL SHALL CONFORM TO
THE STANDARD DETAILS (SEE GS-4) UNLESS NOTED OTHERWISE
HERE.
GUARD RAIL
SEE NOTE 2
WALL MOUNT HANDRAIL
SEE GS-5/137
3 #5
3 #5
1/4
TYP
7'-2"
1'-0"
3'-6"
GRATING
SUPPORTS
NOT SHOW
1'-0"
4'-3"
NOTE 1
COPE C12
1
-
SCALE:1/2" = 1'-0"
DETAIL
-
1
7'-2"
1'-0"
1
1
0'-6"
#4 @ 12"
O.C. E.W.
#4@12" O.C.
REGI
ST
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H

A

R
L O
12
/
2
3
/
2
0
2
0
HSS 8x4
1'-0"
30 M 3
C
TYP OF 2
12" OF (1)
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
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I
P
T
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DA
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RE
V
.
B:
\
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A
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P
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1
1

-

O
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B
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W

F
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A
T
C
H
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\
6
0
0

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C
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A
N
I
C
A
L
\
3
0

M

1
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
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t
,

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e

2
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2

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3
7
0
2
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:

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0
8
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3
3
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9
7
3
6
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c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
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N
A
L

E
N
G
I
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E
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R

N
O
.

DA
T
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:
12
/
3
0
/
2
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2
0

2
:
5
6

P
M
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B
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W

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I
S
H

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ID
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N
DA592013.00
12/23/2020
30 M 1
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
NOTES:
1.ALL WALL PENETRATIONS AND PIPING WITHIN HEAD TOWER SHALL BE MATERIAL TYPE 1, STEEL. TRANSITION TO MATERIAL TYPES
SHOWN ON YARD PIPING AT THE SLEEVE COUPLING(S) REQUIRED OF ALL PIPING PER STANDARD DETAIL 246/GC-4 EVEN IF NOT
EXPLICITLY SHOWN HERE.
2.ENCASE ALL PIPING BELOW TOWER SLAB IN ACCORDANCE WITH THE GENERAL CIVIL NOTES.
3.EXTEND ALL 2" AWWA NUT VALVE ACTUATORS TO 2" BELOW THE TOP OF AERATION TOWER GRATING. INCLUDE A 6" SQ. HINGED
PORTAL FOR ACCESS TO THE ACTUATOR. HINGED PORTAL SHALL NOT PROTRUDE ABOVE WALKWAY AND CAUSE ANY SAFETY
HAZARDS. USE TRUMBULL MODEL 367-4960 OR 367-4970 STEM EXTENSION AT MINIMUM 1 PER VALVE AND A MAXIMUM 6' SPACING.
4.INCLUDE FOUR 12" DIA GATE VALVES (MCM #4741K23) WITHIN THE VAULTS HOUSING V-30.19 THRU V-30.24 TO DRAIN THE PIPE. MOUNT
EA. GATE VALVE DOWNSTREAM OF V-30.19 THRU V-30.24 BY TAPPING INTO THE 12" DIA. PIPES WITH A WELDOLET FITTING AND NIPPLE.
PROVIDE STEM EXTENSIONS TO VAULT LID PER THE STANDARD DETAILS.
5.ALL WALL AND FLOOR PENETRATIONS SHALL INCLUDE A SEEP RING AROUND THE PIPE IN ACCORDANCE WITH THE STANDARD DETAILS.
6.INSULATE ALL PIPING ABOVE THE GRATING WITH 2" OF TRYMER 2000XP AND POLYGUARD ALUMAGUARD JACKET, OR AS SPECIFIED.
HEAT TRACE THE PIPING IN ACCORDANCE WITH 30 I 1.
PLAN @ EL. 1,734.00
SCALE: 3/8" = 1'-0"
PLAN @ EL. 1,705.60
SCALE: 3/8" = 1'-0"
TO RWY 1
TO RWY 2
TO RWY 3TO RWY 5
TO RWY 4TO RWY 6
3'-0"
8'-4"
3'-4"
SEE NOTE 4
TO CROSS
CROWDING
CHANNEL
FROM RIVER INTAKE
(TYP OF 4)
TO FUTURE
EXPANSION
TO SORTING /
SPAWNING
TO SORTING /
SPAWNING
TO DRAIN
TO
DRAIN
6" D (1)
12" OF (1)
12" SW (4)
TYP OF 4
1'-6"
(TYP OF 7)
1'-6"
DISTRIBUTION BOXES
SEE 30 M 4
1'-8"
1'-8"
1'-10"
1'-9"
1'-10"
8"
3'-113 4"3'-0"3'-0"
1'-53 4"
4'-8"
5'-6"
1'-0"
1'-101 4"
(TYP)
1'-51 4"
6" GW (1)
2'-0"
VALVES CENTERED
WITHIN VAULT (TYP)
7'-0"
1
30 M 5
OVERFLOW BOX
ATTACHED TO
WALL
2
30 M 5
OVERFLOW
BOX ATTACHED
TO WALL
1'-1"
2'-0"
2'-6"
8"
12" SW (1)
TYP OF 7
TYP OF 7 AT COUPLING
(NOTE 1)
6" GW (1)
TYP OF 2
2'-912"
6" D (1)
24" OF (1)
4'-6"
24" OF (1)6" GW (1)
12" SW (1)
8" GW (1)
8" GW (1)
8" SW (1)
12" GW (1)
6" GW (1)
12" SW (1)
TYP. OF 4
6'-6"
SEE NOTE 4
SLEEVE COUPLING
(TYP)
30 M 2
A
30 M 2
B
30 M 2
A
30 M 2
B
VALVES CENTERED
WITHIN VAULT (TYP)6'-118"
30 M 3
C
TO FUTURE
EXPANSION
NOTE 1
(TYP)
5'-11"
3'-6"
1'-6"
1'-6"
V-30.1
V-30.8
V-30.9
V-30.10
V-30.2
V-10.18
V-10.19
V-10.9
V-10.10
V-10.1 V-10.4
V-10.3V-10.2
V-30.12
V-10.26
V-10.20
V-10.25
V-30.4 V-30.5
V-10.21
FROM WELLS
(TYP OF 2)
V-30.11
TO INCUBATION
1'-51 4"
3'-8"
3'-0"3'-0"
0'-8"
(TYP)
C6x13
C6x13
C6x13
U BOLT
(TYP OF 4)
U BOLT
(TYP OF 2)
C12x20.7
U BOLT
(TYP OF 2)
501
GS-9
501
GS-9
1'-6"
2'-0"
260
GC-4
6'x5' PRECAST
VALVE VAULT
260
GC-4
13'x5' PRECAST
VALVE VAULT
1'-618"
3'-6"
4'-6"
TO RACEWAY
SPRAY BARS
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
3'-0"
246
GC-4
3'-6"
4'-0"
12" SW (13)
12" SW (1)
5'-018"3'-113 4"2'-012"
12" SW (1)
TYP OF 4
0'-7"
4'-0"
2'-01
8"
6" SCH 40 PVC
CONDUIT PIPE
FROM FORMALIN
ROOM
8" MIN.
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
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D

B
Y
:
DE
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DA
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RE
V
.
B:
\
I
D
A
H
O

P
O
W
E
R
\
1
1

-

O
X
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y
\
6
0
0

-

D
R
A
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N
G
S
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M
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C
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A
N
I
C
A
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\
3
0

M

2
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
i
n

S
t
r
e
e
t
,

S
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i
t
e

2
0
2

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s
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,

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8
3
7
0
2
Ph
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n
e
:

2
0
8
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3
3
1
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9
7
3
6
sc
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a
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g
.
c
o
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

2
:
5
2

P
M
OX
B
O
W

F
I
S
H

H
A
T
C
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R
Y

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V
A
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I
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ID
A
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P
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P
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CO
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C
T
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DA592013.00
12/23/2020
30 M 2
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
4'-0"
5'-0"
24" OF (1)
SCALE:3/8" = 1'-0"
SECTION
30 M 1
B
WSE 1,724.90'
8" GW (1)
6" GW (1)
WSE 1,723.90'
12" SW (1)
TYP OF 4
IE 1,702.00
EL. 1,709.60
2
30 M 3
AER-20.1AER-20.2
IE. 1,693.50
IE. 1,702.00
IE. 1,705.93
12" SW (1)
3
30 M 5
OVERFLOW
TO DRAIN
TO INCUBATION
FROM WELLS
1
30 M 5
EL 1,724.00
5'-0"4'-6"
5'-0"
SCALE:3/8" = 1'-0"
SECTION
30 M 1
A
V-30.9
V-30.10
12" SW (1)
8" GW (1)
12" GW (1)
1'-101 4"
(TYP)
2'-518"
WSE 1,724.90'
WSE 1,723.90'
TYP OF 6
IE. 1,702.00
8" SW (1)
EL. 1,709.60
12" OF (1)
IE 1,702.00
IE 1,705.93
TOW EL. 1,726.10
OVERFLOW
TO DRAIN
2
30 M 5
IE 1,705.93
1'-6"
4'-101 2"
3'-11 4"
1'-0"
TO
INCUBATION
ANTI-VORTEX
PLATE TYP OF ALL
VERTICAL PIPE
TERMINATIONS
3
30 M 5
ANTI-VORTEX PLATE
TYP OF ALL VERTICAL
PIPE TERMINATIONS
6" GW (1)
DISTRIBUTION BOXES
SEE 30 M 4
1
30 M 3
TO SORTING
/ SPAWNING TO SORTING /
SPAWNING
GROUND WATER
OVERFLOW BOX
EL 1,725.00
SURFACE WATER
OVERFLOW BOX
TO FUTURE
EXPANSION
8"
MIN.
8"8"
VICTAULIC COUPLING VICTAULIC
COUPLING
VICTAULIC COUPLING
6" D (1)
6" D (1)
1'-0"
6" GW (1)
TO FUTURE
EXPANSION
IE 1,702.25
FROM INTAKE
(TYP OF 4)
V-30.1
0'-6"
0'-6"
C6x13
C6x13
C12x20.7
106
GM-4
SEE NOTE 3 ON
30 M 1 (TYP)
BRACE AS
REQUIRED
(TYP)
7'-412"
9'-11 2"
106
GM-4
500
GS-9
2'-912"
12" SW (4)
TO RWY SPRAY BARS
IE 1,700.84
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J
C
H

A
R
L O
12
/
2
3
/
2
0
2
0
3'-0"
VICTAULIC COUPLING
IE 1,703.70
IE 1,706.60
SURFACE WATER
BULK AERATOR
GROUND WATER
BULK AERATOR
SPACE AT 5'-0"
MAXIMUM, TYP.
106
GM-4
3/4" F (30)
(TYP OF 6, ROUTE TO
EA. DISTRIBUTION BOX)
6" SCH 40
CONDUIT PIPE
SEAL OPENINGS
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
B:
\
I
D
A
H
O

P
O
W
E
R
\
1
1

-

O
X
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y
\
6
0
0

-

D
R
A
W
I
N
G
S
\
M
E
C
H
A
N
I
C
A
L
\
3
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
30 M 3
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
SCALE:3/8" = 1'-0"
DETAIL
30 M 2
1
SCALE:3/4" = 1'-0"
DETAIL
30 M 2
2
4" THREADED SS VENTILATION
CHIMNEY WITH THREADED TOP AND
CAP (4 PER CHAMBER)
7'-012"
2'-1"
4'-7"
0'-412"
1'-0"
8'-0"
4" THREADED SS VENTILATION
CHIMNEY WITH THREADED TOP AND
CAP (4 PER CHAMBER)
7/8" DIA HOLE FOR 3/4" SS BOLT
WITH SS HEAVY WASHER AND
SS LOCK NUT, TYP.
7/8" DIA HOLE FOR 3/4" SS BOLT
WITH SS HEAVY WASHER AND
SS LOCK NUT, TYP.
1'-6"
1/2" SS DISTRIBUTOR PLATE.
MANUFACTURER TO DESIGN FOR
2.0 CFS FLOW EA. CHAMBER
1/2" SS DISTRIBUTOR PLATE.
MANUFACTURER TO DESIGN FOR
5.0 CFS FLOW EA. CHAMBER
FILL COLUMN WITH 1" JAEGER
TRI-PACK MEDIA. MEDIA TO BE
CONTAINED IN A MESH BAG
FILL COLUMN WITH 1.5" JAEGER
TRI-PACK MEDIA TO DEPTH SHOWN.
MEDIA TO BE CONTAINED IN A MESH BAG
1'-0"1'-0"
12" SS MEDIA SUPPORT PLATE.
PERFORATED WITH ONE INCH HOLES,
40% OPEN, EQUAL DISTANT SPACING
WELD TO COLUMN BODY.
GASKETED 12" PL MOUNTING TABS
1/2" SS TOP PLATE
1/2" SS TOP PLATE
8'-0"
3'-0"
4'-7"
0'-412"1/2" SS MEDIA SUPPORT PLATE.
PERFORATED WITH ONE INCH HOLES,
40% OPEN, EQUAL DISTANT SPACING
WELD TO COLUMN BODY.
GASKETED 12" PL MOUNTING TABS
INTERNAL FLOW
CHAMBER (TYP OF 4)
INTERNAL FLOW
CHAMBER (TYP OF 2)
12" GROOVE FOR
VICTAULIC FITTING
(TYP)
6" GROOVE
FOR VICTAULIC
FITTING (TYP)
2'-01
8"
4'-0"4'-0"
1'-6"
1'-6"
"DADDI LONG LEGS" BIRD
DETERRENT OR EQUAL
(TYP EACH CHAMBER)
"DADDI LONG LEGS" BIRD
DETERRENT OR EQUAL
(TYP EACH CHAMBER)
5'-712"
SCALE:3/8" = 1'-0"
SECTION
30 M 1
C
WSE 1,723.90'
12" SW (1)
12" SW (1)
12" SW (1)
EL. 1,709.60
12" SW (1)
24" OF (1)
1
-
IE. 1,693.50
IE. 1,702.00 (TYP OF 4)IE. 1,702.00
5'-0"
8" GW (1)
TO INCUBATION
TOW EL. 1,726.10
FROM
INTAKETO
RACEWAYS
3'-6"
EL 1,725.10
TO SORTING /
SPAWNING
TO FUTURE
EXPANSION
VICTUALIC COUPLING
VICTUALIC COUPLING
(TYP)
3'-113 4"2'-01
8"
0'-918"
1'-53 4"
0'-918"
1
30 M 5
SURFACE WATER
OVERFLOW BOX
IE. 1,706.60
PLAN
ELEVATION
PLAN
ELEVATION
0'-2"
0'-2"
0'-2"
0'-2"
0'-2"0'-2"0'-2"
0'-2"
V-30.23V-30.12
DISTRIBUTION BOXES
SEE NOTE 3 ON
30 M 1 (TYP)
U BOLTC6x13 U BOLT
C6x13
NOTE:
1.PACK COLUMN SHALL OPERATE IN FOUR EQUAL STAGES BASED ON
SURFACE WATER FLOWS FROM THE RIVER INTAKE.
NOTE:
1.PACK COLUMN SHALL OPERATE IN TWO EQUAL STAGES BASED ON
GROUND WATER FLOWS FROM THE TWO PRODUCTION WELLS.
4'-6"
5'-6"
REGI
S
T
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PROFES SI O N A L
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B R Y A N T J
C
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A
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L O
12
/
2
3
/
2
0
2
0
ISOLATION SLEEVE
COUPLING
1'-01 2"
4
30 M 5
106
GM-4
SPACE AT 5'-0"
MAXIMUM, TYP.
106
GM-4
SHEET
DE
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N
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D

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DA592013.00
12/23/2020
30 M 4
BJ
C
SN
D
NA
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9
5
9
7
5
P
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DISTRIBUTION BOX ELEVATION VIEW
SCALE: 12" = 1'-0"
-
A
SCALE:1/2" = 1'-0"
SECTION
-
A
-
B
SCALE:1/2" = 1'-0"
SECTION
-
B
1
-
SCALE:1 1/2" = 1'-0"
DETAIL
-
1
3
-
SCALE:1 1/2" = 1'-0"
DETAIL
-
3
PLAN
2
-
SCALE:1 1/2" = 1'-0"
DETAIL
-
2
PLAN
-
C
SCALE:3/4" = 1'-0"
SECTION
-
C
13'-0"
1'-103 8"1'-1014"
(TYP)
8'-0"
4'-0"
1'-95 8"
1'-8"
(TYP)0'-71 4"
0'-101 2"1'-0"
C10x30
1'-95 8"
OPENING
1/4
1/4 TYP
2'-0"
0'-111 4"1'-101 4"
(TYP)
1'-0"
2'-0"
C10x30
L4X4X3 8" (TYP)
NOTES:
1.ALL STEEL SHALL BE 316 STAINLESS STEEL.
2.ALL PLATES SHALL BE 14" THICK UNO.
3.PROVIDE TWO PLATES PER OPENING. COORDINATE
WITH ENGINEER FOR ADDITIONAL HOLE LOCATIONS.
PL 10x4x12"
0'-3"
0'-4"
0'-2"
0'-012"
C10x30
1/4TYP
5 8" DIA BOLTS
EMBEDDED 6" MIN. (TYP)
PL 7x6x12"
0'-112"
0'-3"
0'-1"
0'-2"
1/4TYP
-
D
SCALE:1 1/2" = 1'-0"
SECTION
-
D
0'-1"
0'-2"PL 3x3x14"
(TYP OF 2)
0'-11 2"
0'-03 4"
0'-1"
1 4" RIVET @ 1'-0"
14" RIVET @ 1'-0"
0'-6"
(TYP)
5 8" DIA BOLT
EMBEDDED 6" MIN.
CENTERED
UNDER EACH BOX
5 8" DIA BOLT
EMBEDDED 6" MIN.
DISTRIBUTION BOX PLATE
SCALE: 1 12" = 1'-0"
SIDE
BOTTOM
1'-1018"
1'-91 2"
4
-
SCALE:6" = 1'-0"
DETAIL
-
4
1" G10 PLASTIC (NOTE 3)
TOC EL. 1,726.10'
EL. 1,717.10'
4'-05 8"5'-103 4"
3'-11 4"5 8" DIA BOLT
EMBEDDED 6"
MIN.
0'-111 4"1'-101 4"
(TYP)
1/4TYP
1/4TYP
0'-412"
1/4TYP
0'-2"
0'-212"
0'-112"
0'-112"
0'-4"
PL 7x512"x12" W/ 1" DIA BOLTS
W/ SLOTTED HOLES
0'-3"
0'-312"
0'-1"
0'-1"
PL 33 4x3x12"
5 8" DIA BOLT W/
SLOTTED HOLE
REGIS
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PROFES S I O N A L
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B R Y A N T J C
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A
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12
/
2
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/
2
0
2
0
12" DIA SCH
40 SS PIPE
1'-6"
6" DIA SCH 40 SS
PIPE WITH
GROOVED END
0'-6"
CREST EL 1,723.30'
1/4 TYP
0'-103 16"
C10
L4
L4
C10
1.5"x7" SLOT
FOR HANDLE
DOVETAIL SLOT FOR
3 8" X-PROFILE O-RING
MCM # 1034T3
14"x2" SS PL
ALONG SIDES38" MACHINE
SCREW
0'-2"
0'-3" TYP
0'-03 16"
0'-03 8"
0'-1"
0'-07 16"0'-03 4"
1'-8"
1/4 TYP
SHEET
DE
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
30 M 5
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
SCALE:3/4" = 1'-0"
DETAIL
30 M 2
3
PLAN
ELEVATION
PIPE ID -1/2"
PIPE OD +1"
6"
2"1/4" ALUM PLATE,
5052-H32 ALLOY
3/16
TYP
PIPE
1/4" ALUM PLATE,
5052-H32 ALLOY
SCALE:1/2" = 1'-0"
DETAIL
30 M 1
1
1/4
1/4 2-6
3/16TYP
SCALE:1/2" = 1'-0"
DETAIL
30 M 1
2
0'-212"0'-212"
5'-5"
12" SCH 40 SS PIPE
WITH GROOVED END
7 8" DIA
THRU TYP.
0'-11 4"0'-11 4"
(3
)

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S
P
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2'-6"
0'-214"
(4) EQUAL SPACES
(4) 1" DIA DEEP HOLES,
TYPICAL EACH FACE
3'-0"2'-9"
2'-0"
3/4" DIA SS ADHESIVE
ANCHORS, 6" EMBED,
TYPICAL
0'-10"
1'-4"
1/4
1/4
2-6
2-6
TYP
L3"x3" SS
3 8" 304 SS PLATE
3 8" 304 SS PLATE
3/16TYP
1/4TYP1/4
REGIS
T
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D

PROFES S I O N A L
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NEE R
B R Y A N T J C
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12
/
2
3
/
2
0
2
0
10'-5"
5'-0"5'-0"0'-212"0'-212"
0'-114"
(8) EQUAL SPACES
0'-11 4"
(10) 1" DIA DEEP HOLES,
TYPICAL EA. FACE
24" SCH 40 SS PIPE
WITH GROOVED ENDS
7 8" DIA
THRU TYP.
3'-0"2'-9"
2'-0"
(3) EQUAL SPACES
0'-21 4"
1'-0"
1'-4"
2'-612"
0'-3"
3" DIA x 2'-0"
LONG SS VENT
(TYP OF 2)
3 4" DIA SS ADHESIVE
ANCHORS, 6"
EMBED, TYPICAL
3 8" 304 SS PLATE
3 8" 304 SS PLATE
1'-0"
L3"x3"x3 8" SS
2-6
TYP
1'-0"
SURFACE WATER OVERFLOW BOX PLAN
SURFACE WATER OVERFLOW BOX ELEVATION
GROUND WATER OVERFLOW BOX PLAN
GROUND WATER OVERFLOW BOX ELEVATION
SCALE:3/4" = 1'-0"
DETAIL
30 M 3
4
HSS 6x4x3 16x1'-0" AT 5' MAXIMUM SPACING
C12x20.7
U-BOLT
VALVE STEM EXTENSION
(SEE NOTE 3 ON 30 M 1)
6" GW (1)
V-30.2 THRU 30.8
1'-8"
0'-6"
3/16
3/16
TYP
WALL OF DISTRIBUTION
BOX, 14" SS PL
2X L3"x3"x3 8" SS
HSS 2"x2"x14" SS
TYP
2'-6"2'-6"2'-6"
3/16TYP3/16 2-6
2-6 1'-1113 16"1'-1113 16"
3/16 TYP
BC
JB
BC
SHEET
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© Schnabel Engineering 2016 All Rights Reserved
42
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DATE:
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DA592013.00
12/23/20
4/
2
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2
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2
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9
:
2
2

A
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12
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2
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1
P
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Project:20DAC01Phone: [phone]
PO
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30E1
1
AERATION TOWER POWER
AND LIGHTING PLAN
SCALE:1/4"=1'-0"
SURFACE WATER
UTILITY WATER
(GROUND WATER)
FROM AREA 20 RIVER PUMPS 1 & 2
SURFACE WATER
FROM AREA 10 WELL PUMPS 1 & 2
GROUND WATER
ET ET
ET
24VDC
LOOP
TO AREA 50 SPAWNING
TANKS (SURFACE WATER)
OVERFLOW TO
SNAKE RIVER
AERATION TOWER
V-10.1
V-10.2
V-10.3
V-10.4
V-10.9
V-10.10
V-10.11
AER-30.1
V-10.18
V-30.2
V-30.1
AER-30.2
V-10.12
V-10.13
V-10.19
LSH-30.2
V-30.2 - V-30.8
V-10.20 - V.10.26
TO AREA 40 RACEWAYS
TO AREA 40 SNAKE RIVER
DRAIN
LE-30.2
LIT-30.2
24VDC
LOOP
LE-30.1
LIT-30.1
TO AREA 60 CHILLER &
AREA 60 INCUBATION
TO AREA 50 SPAWNING
TANKS (GROUND WATER)LSL-30.1
HT-30.1 - 30.4
HT-30.5 - 30.6
LSL-30.2
LSH-30.1
SHEET
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PROJECT:
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PROJECT:
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PROJECT:
DATE:
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DA592013.00
12/23/2020
40 A 1
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JO
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N

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FLOOR PLAN1
49
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M
A
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(
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GENERAL NOTES
KEYNOTES
E
R
E
TSIGER S T A TEOF
O
R
E
G
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
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A
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I
D
A
H
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No
.

A
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I
-
6
7
9
7
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
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D

B
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:
DE
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T
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O
N
DA
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V
.
JO
H
N
12
/
1
7
/
2
0
2
0

3
:
1
9
:
3
1

P
M
D:
\
O
N
E
D
R
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-

B
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S
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S
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1
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H
A
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4
0

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1

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© Schnabel Engineering 2016 All Rights Reserved
42
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9
7
3
6
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
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S
S
I
O
N
A
L

E
N
G
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N
O
.

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:
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ID
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C
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P
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,

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DA592013.00
12/23/2020
40 A 2
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
4/
3
0
/
2
0
2
0

9
:
0
9

A
M
ROOF PLAN1
49
9

M
A
I
N

S
T
R
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T
(
2
0
8
)

3
4
3
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2
9
3
1
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A
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8
3
7
0
2
T
A
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D
A
H
O
.
C
O
M
KEYNOTES
LEGEND
GENERAL NOTES
E
R
E
TSIGER S T A TEOF
O
R
E
G
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
E
A
U
BO
I
S
E
,

I
D
A
H
O
No
.

A
R
I
-
6
7
9
7
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
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D

B
Y
:
DE
S
C
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I
P
T
I
O
N
DA
T
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RE
V
.
D:
\
O
N
E
D
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I
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-

B
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S
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T
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C
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9
-
2
1
1

O
X
B
O
W

H
A
T
C
H
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Y
\
D
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G
\
4
0

A
D
U
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H
O
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D
I
N
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F
A
C
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Y
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1
9
-
2
1
1

A
-
3

A
D
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O
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D
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F
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S
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D
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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9
7
3
6
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
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N
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:
OX
B
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N
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A
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N
ID
A
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P
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C
O
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P
A
N
Y
CO
P
P
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F
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D
,

O
R
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G
O
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AD
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H
O
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D
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G

F
A
C
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EX
T
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E
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S
DA592013.00
12/23/2020
40 A 3
JO
H
N

P
R
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C
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JO
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N

P
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JO
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P
R
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4/
3
0
/
2
0
2
0

9
:
0
9

A
M
EAST ELEVATION1
SOUTH ELEVATION2
WEST ELEVATION3
NORTH ELEVATION4
49
9

M
A
I
N

S
T
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(
2
0
8
)

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4
3
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9
3
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A
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8
3
7
0
2
T
A
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I
D
A
H
O
.
C
O
M
GENERAL NOTESKEYNOTES
E
R
E
TSIGER S T A TEOF
O
R
EG
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
E
A
U
BO
I
S
E
,

I
D
A
H
O
No
.

A
R
I
-
6
7
9
7
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
B:
\
I
D
A
H
O

P
O
W
E
R
\
1
1

-

O
X
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y
\
6
0
0

-

D
R
A
W
I
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G
S
\
S
T
R
U
C
T
U
R
A
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\
4
0

S

1
-
7
.
D
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G
© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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3
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2
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:

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3
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9
7
3
6
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a
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
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:
12
/
3
0
/
2
0
2
0

3
:
3
8

P
M
OX
B
O
W

F
I
S
H

H
A
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C
H
E
R
Y

R
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N
O
V
A
T
I
O
N
ID
A
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P
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O
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P
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N
Y
CO
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,

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AD
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DA592013.00
12/23/2020
40 S 1
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
-
A
SCALE:3/4" = 1'-0"
SECTION
-
A
40S4
A
40S5
B
BASE PLATE PER
PRE-ENG. BUILDING
1 14" DIA. ANCHOR
BOLTS (TYP.)
PILASTER
1 12" THK. GROUT
PRE-ENGINEERED
FRAME COLUMN
SLOPE
40S6
C
40S6
D
EL. - 3'-6"
1
40S7
DIFFUSER (TYP.)
(SEE SHT. 40 S 6)
EL. -10'-0"
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
EL. - 3'-6"
EL. - 3'-6"
EL. - 3'-6"
EL. - 3'-6"
EL. -10'-0"
EL. -3'-6"
SEE DET. 1 / 40S7
104'-9"
31'-3"40'-0"32'-6"
2'-6"
28'-6"
2'-0"
38'-0"
2'-0"19'-6"
8'-0"
2'-0"
88'-6"
30'-0"
28'-6"
30'-0"
2'-6"
2'-0"
2'-0"
2'-0"
2'-0"
2'-6"
1'-6"
1'-6"
1'-6"
NOTES:
1.COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL / MECHANICAL DRAWINGS.
2.RACEWAY SLAB SHALL SLOPE (1/8" PER FT) AS SHOWN ON PLAN / SECTIONS.
3.ELEVATIONS SHOWN ON PLAN ARE TOP OF SLAB ELEVATIONS. FOR EXACT LOCATIONS
OF ELEVATION CHANGE, SEE SECTIONS ON SHT. 40S4 TO 40S7.
4.SEE MECHANICAL DRAWINGS FOR PIPE LAYOUT / EMBEDS.
COORDINATE LOCATIONS & OTHER DETAILS WITH MECHANICAL PLANS.
5.FOR BUILDING COORDINATES, SEE CIVIL DRAWINGS.
6.FOR PERIMETER UNDER DRAIN, SEE CIVIL DRAWINGS.
SL
O
P
E
SLOPE 116" PER FT
TO DRAINS
DRAIN
(TYP.)
(18" PER FT)
(18" PER FT)
120'-0"
21'-0"
5'-0"
4'-0"
1'-0"
COORDINATE FOUNDATION DETAILS WITH
SORTING & SPAWNING FACILITY DRAWING 50S1.
5'-0"
5'-0"
EL. -16'-1"
EL. -12'-6"
40 S 7
B
40 S 7
A
SCALE:3/4" = 1'-0"
DETAIL
-
1
PRE-ENG. FRAME
2'-0"
1'-0"1'-6"
1'-0"
1'-0"
PL. 12"x4"x1'-4"
PL. 12"x4"x1'-4"
1 14" DIA. ANCHOR
BOLTS (TYP.)
0'-6"
1'-6"
0'-5"
PILASTER
1'-6"1'-0"
-
B
SCALE:3/4" = 1'-0"
SECTION
-
B
BASE PLATE PER
PRE-ENG. BUILDING
1 14" DIA. ANCHOR
BOLTS (TYP.)
PILASTER
1 12" THK. GROUT
PRE ENGINEERED
FRAME COLUMN
SCALE:3/4" = 1'-0"
DETAIL
-
2
PRE-ENG. FRAME
PL. 12"x3"x1'-1"
PL. 12"x3"x1'-1"
7 8" DIA. ANCHOR
BOLTS (TYP.)
PILASTER
1
-
2
-
2'-0"
1'-6"
1'-0"
1'-1"
2'-0"
SEE REINFORCEMENT DETAILS
ON SHT. 40S4 - 40S7
SEE REINFORCEMENT DETAILS
ON SHT. 40S4 - 40S7
0'-4"
1'-0"
1
-
2
-
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
12'-6"
15'-0"
(TYP.)
C.J.
(TYP.)
C.J.
(TYP.)
15'-0"
15'-0"
5'-9"
C.J.
C.J.
C.J.
C.
J
.
C.
J
.
C.
J
.
2'-9"
(BASE SLAB)
(BASE SLAB)
(BASE SLAB)
(B
A
S
E

S
L
A
B
)
(B
A
S
E

S
L
A
B
)
(B
A
S
E

S
L
A
B
)
15'-0"
3'-0"
3'-0"
C.J.
(TYP.)
1'-0"
C.J.
(TYP.)
17'-6"
20'-0"
C.J.
(TYP.)
87'-0"
SEE 10 C 1 FOR
COORDINATE
SEE 10 C 1 FOR
COORDINATE
4'-0"
EL. -13'-0"
RACEWAY DOOR
(SEE MECH.)
EMBEDDED
TRACK/CHANNEL
FOR CROWDER
SEE SHT. 40S4 / 40S6
& MECH. DWGS.
REGI
S
T
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D

PROFES SI O N A L
E
N
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I
NEE R

B R Y A N T J
C
H
A
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L O
12
/
2
3
/
2
0
2
0
2'-0"
EMBED PER
DETAIL-1 / 40M5
(TYP.)
EMBED PER
DETAIL-2 / 40M5
(TYP.)
EL. - 10'-10 5 8" (TYP.)
EL. - 13'-9 14"
EL. - 12'-10 5 8" (TYP.)
SHEET
DE
S
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N
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D

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:
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42
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PROJECT:
DATE:
ST
A
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P
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:
12
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:
3
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DA592013.00
12/23/2020
40 S 2
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
GRATING & GUARDRAIL LAYOUT
SCALE: 1/8" = 1'-0"
-
A
-
B
EL. - 3'-6"
REMOVABLE
GUARDRAIL (TYP.)
10'-0"
(TYP.)
10'-0"
(TYP.)
16'-7"
(TYP.)
12'-0"
(TYP.)
GUARDRAIL
(TYP.)
REMOVABLE
CHAIN (TYP.)
130
GS-4
REMOVABLE
CHAIN (TYP.)
A
-
140
GS-5
REMOVABLE
GUARDRAIL (TYP.)
GUARDRAIL
(TYP.)
EL. - 3'-6"
EL. - 3'-6"
EL. - 3'-6"
EL. - 3'-6"
EL. +0'-4 1
4"
EL. +0'-4 1
4"
EL. +0'-4 1
4"
EL. +0'-4 1
4"
EL. +0'-4 1
4"
EL. +0'-4 1
4"
METAL STAIR WITH
RAILING (TYP.)
METAL STAIR WITH
RAILING (TYP.)
-
C
GUARDRAIL
(TYP.)
113
GS-4
115
GS-4
116
GS-4
113
GS-4
115
GS-4
116
GS-4
REMOVABLE
GUARDRAIL (TYP.)
140
GS-5
130
GS-4
130
GS-4
3'-6"
4'-0"
REMOVABLE
GUARDRAIL
C10x15.3 BRACE
AT MID SPAN (TYP.)C10x15.3
(TYP.)
134B
GS-4
0'-4"
0'-01 4"
0'-7"
0'-112"
SCALE:1 1/2" = 1'-0"
DETAIL
-
1
C10x15.3
PL 6x7x1
4" THK.
(2) 5/8" DIA. BOLTS
(TYP.)
1/4
TYP.
C10x15.3
SCALE:3/4" = 1'-0"
SECTION
-
A
1
-
2
-
EL. +0'-4 1
4"
EL. +0'-4 1
4"
0'-912"0'-5"
0'-012"
0'-6"
0'-3"
L6x3 12" x 3 8"
W/ 2-3/4" DIA. BOLTS
2-3/4" DIA. ADHESIVE
ANCHORS EMBED 6" (TYP.)
C10x15.3
(TYP.)
SCALE:1 1/2" = 1'-0"
DETAIL
-
2
SCALE:3/4" = 1'-0"
SECTION
-
B
SCALE:3/4" = 1'-0"
SECTION
-
C
1'-6"
30 LB CROWDER RAIL
PER PLAN
(SEE MECHANICAL DWGS.)
3'-0"1'-0"1'-0"
0'-414"
3'-6"
4'-0"
1 14" X 3 16" GALV. STL
I-BAR GRATING (TYP.)
REMOVABLE
GUARDRAIL4' x 5' CONCRETE
PAD (TYP.)
1 14" x 3 16" GALV. STL
I-BAR GRATING
(TYP.)
0'-23 4"
0'-3"
0'-4"
4'-0"
C3x6 CHANNEL WELDED TO
EMBEDDED L3x3x5 16".
STUDS SHALL BE 12" DIA. AT
12" O.C. WITH 4" EMBED (MIN.).
GRATING SHALL BE
FASTENED TO
SUPPORTING C3x6
134C
GS-4
SCALE:3" = 1'-0"
DETAIL
-
3
(2) 12" DIA. GALV.
ANCHOR BOLTS
@ 3'-0" O.C.
3
-
0'-6"
EMBED.
GALV. BASE PL.
3 8" x 3" x 8" AT
3'-0" O.C.
GANTREX STELCAM 4
BOLTABLE CLIP, HOT DIP
GALVANIZED W/ SS
NOSING SCREW AT 3'-0"
O.C. EACH SIDE
3/16
WELD AB'S TO
BASE PL. TYP.
0'-312"
REGI
S
T
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D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
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L O
12
/
2
3
/
2
0
2
0
(NOTE: SHIM CROWDER RAILS TO A
TOLERANCE OF +/- 164" OVER 8'-0")
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
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:
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1
1

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42
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PROJECT:
DATE:
ST
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DA592013.00
12/23/2020
40 S 3
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
RIDGE
CLERESTORY
EAVE
SNOW RESTRAINTS
EAVE AND
GUTTER
ROOF PLAN
SCALE: 1/8" = 1'-0"
EAVE AND
GUTTER
40S4
A
40S5
B
CLERESTORY
EAVE
SLOPE
STANDING SEAM
METAL ROOF (TYP.)
STANDING SEAM
METAL ROOF (TYP.)
SNOW
RESTRAINTS
5:12
SLOPE
2:12
SLOPE
5:12
SLOPE
2:12
31'-3"40'-0"32'-6"2'-6"
109'-6"
3'-3"
30'-0"
28'-6"
30'-0"
92'-6"
22'-6"24'-6"
1'-6"
2'-6"
MONORAIL
RUNWAY BEAM
SNOW
RESTRAINTS
MONORAIL
RUNWAY BEAM
(SEE SHT. 40S4
& 40S7)
1'-6"
SEE SHT. 40S4 FOR
MONORAIL LOCATION
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R
B R Y A N T J
C
H

A

R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
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N
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D

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:
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42
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DA592013.00
12/23/2020
40 S 4
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:1/4" = 1'-0"
SECTION
40S1/3
A
#5@10" O.C.
E.F.
12 #6 LONG. BARS
#4@10" TIES (TYP.)
#4@8" O.C. E.F.
#6@8" O.C. (TOP)
#5@8" O.C. (BOT)
#7@8" O.C. E.F.
(TYP.)
#7@8" O.C. E.F.
(TYP.)
SLOPESLOPE
SLOPE
9'-9"21'-0"7'-0"33'-0"7'-0"13'-8"18'-4"
1'-6"
1'-6"
12'-105 8"
10'-105 8"
38'-0"20'-6"
PRE-ENGINEERED
METAL BUILDING FRAME
PRE-ENGINEERED
METAL BUILDING FRAME
12'-0"12'-0"
22'-0"
#7@8" O.C.
E.F. (TYP.)
1'-6"
2'-0"2'-0"
10'-0"1'-6"
22'-0"
1'-0"
(TYP.)
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
10'-0"
#5@10" O.C.
E.F.
#5@10" O.C. E.F.
#5@10" O.C. E.F.
2
12
3'-6"
EL. +0'-0"
EL. -3'-6"
EL. +0'-0"
22'-6"22'-6"32'-0"34'-6"
2
12
110'-0"
5
12
28'-6"
STEEL STAIR SEE
DETAIL S113, S115, S116
ON SHT. GS-4
STEEL STAIR SEE
DETAIL S113, S115, S116
ON SHT. GS-4
6'-0"
SCALE:1/2" = 1'-0"
SECTION
-
C
SCALE:1/2" = 1'-0"
SECTION
-
B
3'-0"
2'-0"
#7@8" O.C.
E.F. (TYP.)
-
C
-
B
WALL BARS
WALL BARS
12#6
#4@10" TIES
(#4@5" TIES
FOR TOP 20")1'-6"
1'-0"
2'-0"
WALL BARS WALL BARS
12#6
#4@10" TIES
(#4@5" TIES
FOR TOP 20")
1'-6"
1'-0"
2'-0"
SCALE:1/2" = 1'-0"
DETAIL
-
1
3 8" EMBEDED PL.
WITH 12" DIA. STUDS
AT 2'-0" O.C. (TYP.)
SLOPE SLOPE
0'-8"
(TYP.)
1
-
GROUT
0'-4"
1'-2"1'-6"
6'-0"
C.J. WITH WATERSTOP
PER S200/GS-5 (TYP.)
C.J. WITH WATERSTOP
PER S200/GS-5 (TYP.)
C.J.
(TYP.)
MONORAIL
SEE DETAIL 2/40 S 7
10'-3"
MONORAIL
SEE DETAIL 2/40 S 7
10'-6"
1'-3"1'-6"
FOR REINFORCING
SEE SHEET 40 S 5
#7@10" O.C.
E.F.
#7@10" O.C.
E.F.
1'-6"
SCALE:1" = 1'-0"
DETAIL
-
2
SEE SHT. 40 M 17 FOR CROWDER
TRACK FRAME DETAILS
EL. +0'-0"
WALL BARS
E.F. (TYP.)
U-BARS FOR FRAME EMBED
#5@8 O.C.
4 #6 BARS
RACEWAY WALL
0'-1"
(TYP.)
2'-0"
2
-
REGIS
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PROFES S I O N A L
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B R Y A N T J C
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12
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2
3
/
2
0
2
0
1'-2"
SHEET
DE
S
I
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N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
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D

B
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:
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DA
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V
.
B:
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1
1

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B
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6
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0

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42
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DA592013.00
12/23/2020
40 S 5
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
#4@10" O.C. E.F.
(#5@10" O.C. E.F. AT
CORNERS/ENDS TYP.)
#5@10" O.C. E.F.
#6@8" O.C. (TOP)
#5@8" O.C. (BOT)
#4@8" O.C. E.F.
#7@8" O.C. E.F.
(TYP.)
PRE-ENGINEERED
METAL BUILDING FRAME
#7@8" O.C. E.F.
(TYP.)
1'-0"
10'-0"
1'-0"
3'-0"
1'-0"
10'-0"
1'-0"1'-0"
10'-0"
1'-0"
3'-0"
1'-0"
10'-0"
1'-0"
1'-6"
1'-0"
10'-0"
1'-0"
3'-0"
1'-0"
10'-0"1'-6"
2'-3"
1'-6"
6'-1"22'-4"8'-1"22'-0"6'-0"23'-11"6'-1"
#4@10" O.C. E.F.
(#5@10" O.C. E.F. AT
CORNERS/ENDS TYP.)
#5@10" O.C. E.F.
#4@10" O.C. E.F.
#5@10" O.C. E.F.
VARIES
(TYP.)
VARIES
(TYP.)
30'-0"28'-6"30'-0"2'-6"2'-6"
22'-0"
93'-6"
1'-6"1'-6"
1'-6"1'-6"
2'-3"
1'-0"
WALL BEHIND
(R/F NOT SHOWN)
WALL BEHIND
(R/F NOT SHOWN)
SCALE:1/4" = 1'-0"
SECTION
40S1/3
B
EL. +0'-0"
EL. -3'-6"
EL. +0'-0"
C.J. WITH WATERSTOP
PER S200/GS-5 (TYP.)C.J. WITH WATERSTOP
PER S200/GS-5 (TYP.)
#4@10" O.C. E.F.
(TYP.)
#4@10" O.C.
E.F. (TYP.)
SEE SHT. 40S2 FOR RAIL
& EMBED DETAILS (TYP.)
#6@8" O.C. (TOP)
#5@8" O.C. (BOT)1'-4"
(TYP.)
1'-4"
(TYP.)
1'-0"1'-3"
1'-6"1'-6"
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
#7@8" O.C. E.F.
(TYP.)
SHEET
DE
S
I
G
N
E
D

B
Y
:
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
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12
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0
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2
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2
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2
7

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DA592013.00
12/23/2020
40 S 6
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:1/4" = 1'-0"
SECTION
40S1
C
#5@8" O.C. E.F.#6@8" O.C. E.F.
SLOPESLOPE
SLOPE
SLIDE GATE
(SEE SHT. 40M5)
#5@10" O.C. E.F.
#5@10" O.C. E.F.
SCALE:1/4" = 1'-0"
SECTION
40S1/3
D
1'-0"4'-0"84'-6"6'-0"1'-0"1'-6"
1'-0"
99'-0"
1'-0"85'-0"1'-0"
12'-105 8"
1'-6"
2'-0"
2'-0"
#7@8" O.C.
#5@10" O.C. E.F.
#5@10" O.C. E.F.
#7@10" O.C.
7'-0"
2'-0"
7'-0"94'-0"
1'-6"
87'-0"
12'-105 8"10'-0"
10'-6"
10'-105 8"
2'-0"
#4@8" O.C. E.F.#6@8" O.C. (TOP)
#5@8" O.C. (BOT)
#6@8" O.C. E.F.
#5@8" O.C. E.F.
#6@8" O.C. E.F.
#6@8" O.C. E.F.
3'-6"3'-6"
3'-6"
10'-0"
PIPE EMBED,
SEE MECHANICAL
#4@12" O.C. E.W.
#4@12" O.C.
DOWELS (TYP.)
SCALE:1/4" = 1'-0"
DETAIL
-
1
PRECAST
DIFFUSER BOX
1
-
5'-4"
7'-4"6'-0"
3'-81116"
0'-8"
4'-0"
5'-4"
0'-8"0'-8"
12" DIA. PIPE
4" DIA. PIPE
3'-0116"
PLAN
SECTION
0'-8"
2'-8"
3'-8"
HYDROPHILIC
WATER STOP (TYP.)
2'-6"
12"x12"x6" RECESS IN WALLS
FOR SPRAY NOZZLES (TYP.)
2'-0"
#5@10" O.C.
E.F.
#5@10" O.C.
E.F.
#7@10" O.C.
C.J.
(TYP.)C.J.
(TYP.)
#5@10" O.C.
E.F.
#6@10" O.C.
E.F.
#8@10" O.C.
13'-914"
#4@5" O.C. E.F.
AT PILASTERS
FOR 2.5', L= 6'-0"
(TYP.)
#4@5" O.C. E.F.
AT PILASTERS
FOR 2.5', L= 6'-0"
(TYP.)
SLOPE
5'-0"
SEE MECHANICAL
DWGS. FOR EMBEDS
1'-6"45°
WALL/FOOTING
BEYOND NOT
SHOWN
2
40 S 4
REGIS
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

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Y
:
DR
A
W
N

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V
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6
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0

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A
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42
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PROJECT:
DATE:
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P
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N
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L

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:
12
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3
0
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2
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2
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4
:
2
9

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DA592013.00
12/23/2020
40 S 7
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:
DETAIL
40S1
1
11'-0"
6'-2"
5'-0"
EL. +0'-0"
EL. -10'-0"
-
A
SCALE:1/2" = 1'-0"
SECTION
40S1
A
SCALE:1/2" = 1'-0"
SECTION
40S1
B
1'-0"2'-7"1'-8"
2'-7"
10'-4"
1'-2"
6'-1"
2'-0"
1'-6"
5'-7"
5'-9"
7'-6"
2'-6"
#5@8" O.C.
#5@8" O.C. E.F.
#5@8" O.C.
#5@10" O.C. E.F.
#5@8" O.C. E.F.
#5@10" O.C. E.F.FOUNDATION R/F
SEE 40S4-40S6
#7@10" O.C.
#5@10" O.C. E.F.
#5@10" O.C. E.F.
PIPE, SEE
MECH. DWGS.
3'-0"
3'-0"
10'-0"
1'-0"
2'-0"
1'-6"
FOUNDATION R/F
SEE 40S4-40S6
#7@8" O.C.
#6@10" O.C. E.F.
#5@10" O.C. E.F.
#6@8" O.C.#5@8" O.C. E.F.
6'-6"
6'-2"11'-0"1'-2"3'-0"
18'-4"
2'-3"
1'-6"
10'-0"
1'-0"
1'-6"
1'-6"
0'-10"
0'-10"
0'-11"
(TYP.)
0'-6" (TYP.)
1'-0"
7'-0"
5'-2"
#4@12" O.C. E.F.
#4@12" O.C. E.F.
1 #5 EACH STEP
(TYP.)
#4@12" O.C.
(TYP.)
4'-0"
-
C
PLAN
SCALE: 1/4" = 1'-0"
SECTION - A
SCALE: 1/2" = 1'-0"
SCALE:1/2" = 1'-0"
SECTION
-
C
3'-0"
EL. - 3'-6"
1'-0"
3'-0"
2 #5 T&B
#4@8" O.C.
TIES
WALL BARS
SCALE:3" = 1'-0"
DETAIL
40S4
2
PRE-ENGINEERED
METAL FRAME
W10X49
5 8" DIA BOLT (TYP OF 4)
0'-5"
(TYP)
TOP AND BOTTOM SHIMS
TO MATCH SLOPE
0'-112"
(TYP)
5'-0"
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
#5@8" O.C.
1'-6"
0'-4"
#6@8" O.C. E.F.
#7@8" O.C.
EL. +0'-0"
EL. -10'-0"
EMBED PER
DETAIL-1 / 50 M 5.
EL. +0'-0"
EL. -10'-0"
SORTING & SPAWNING
BUILDING FOUNDATION.
SEE SHT 50 S 1 FOR
DETAILS.
RACEWAY DOOR
(SEE MECHANICAL)
SLOPE
4'-9"
G-40.6
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
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6
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© Schnabel Engineering 2016 All Rights Reserved
42
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9
7
3
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c
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PROJECT:
DATE:
ST
A
T
E

P
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S
S
I
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N
A
L

E
N
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N
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DA
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:
12
/
2
8
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2
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2
0

1
1
:
1
7

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DA592013.00
12/23/2020
40 M 1
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
SPRAY
NOZZLES
(TYP)
30# ASCE RAIL
CENTERED ON WALL
(TYP EA RACEWAY)
SEE DETAIL 3 / 40 S 2
FULL HEIGHT TAIL SCREEN
(TYP EA RACEWAY)
SEE 40 M 6
CROSS CHANNEL CROWDER
SEE 40 M 16 (TYP OF 2)
RACEWAY CROWDER
SEE 40 M 10 (TYP OF 6)
ROTATING STANDPIPE
FOR RACEWAY WATER
LEVEL CONTROL
SEE 40 M 7 (TYP OF 6)
LOOSE VICTAULIC COUPLING
(NOTE 2)
RACEWAY PLAN
SCALE: 1/8" = 1'-0"
CRD-40.8
CRD-40.7
CRD-40.6
CRD-40.5
CRD-40.4
CRD-40.3
CRD-40.2
CRD-40.1
40M3
A
SLIDE GATE SEE 40 M 5
(TYP OF 6)
G-40.5
G-40.4
G-40.3
G-40.2
G-40.1
ROTATING STANDPIPE WITH
LOOSE VICTAULIC COUPLING
ROTATING STANDPIPE
BEYOND CONC WALL,
SIMILAR TO SHEET 40 M 7
-
A
SCALE:1/2" = 1'-0"
SECTION
-
A
12" D (1)
FROM
SORTING
(TYP OF 6)
TRANSFER TUBES
SEE 50 M 3
RACEWAY
NO.1
RACEWAY
NO.2
RACEWAY
NO.3
RACEWAY
NO.4
RACEWAY
NO.5
RACEWAY
NO.6
CROSS CROWDER
CHANNEL
SEE SHEET 50 M 10
FOR FISH LIFT SYSTEM
MAX EL. SET TO ACHIEVE A MINIMUM
5' WATER DEPTH IN RACEWAY, WITH
STANDPIPE AT 20 DEGREE ANGLE
OFF VERTICAL
TO
DRAIN
TO DRAIN
TO
DRAIN
1
40 M 4
INLET FLOOR DIFFUSER
(TYP EA RACEWAY)
2
40 M 4 RECTANGULAR
SCREEN
RECTANGULAR SCREEN
SEE DETAIL 2 / 40 M 4
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
5'-6"
FACE OF
SCREEN
84'-6" RAIL LENGTH
NOTES:
1.SEE 40 M 2 FOR RACEWAY PIPING.
2.ALL LOOSE VICTAULIC COUPLINGS SHALL BE STYLE 77 COUPLING.
RACK AND EMBEDDED TRACK
FOR CROSS CROWDER DRIVE
113'-3" LONG
1'-6"
BEGINNING OF RACK AND
PINION FRAMING
2
40 M 3 DOOR
B
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
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D

B
Y
:
DE
S
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P
T
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DA
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V
.
B:
\
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P
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B
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6
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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DA592013.00
12/23/2020
40 M 2
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
TAIL SCREEN
ROTATING STANDPIPE
LOOSE VICTAULIC
COUPLING
RACEWAY PIPING PLAN
SCALE: 1/8" = 1'-0"
INLET FLOOR DIFFUSER
(TYP EA RACEWAY)
FROM
AERATION
TOWER
(TYP OF 6)
TO DRAIN
36" - 48"
TO INVERT 24"
TO INVERT
LEVER QUICK RELEASE
CAP FOR GROOVED PIPE
BELL AND SPIGOT
FINISHED
GRADE
8'-6"
104
GM-4
SCALE:1/4" = 1'-0"
SECTION
-
A
-
A
PIPE SUPPORT
BRACKET
(TYP OF 2)
OUTLET PIPE ON FISH
TRANSFER TRUCK
TAIL SCREEN
RACEWAY WALL
OUTER RACEWAY WALL
(NOTE 2)
2'-0" x 1'-6"
BLOCKOUT FOR PIPE
12" TT (11)
12" DIA SCH 10 SS
THIMBLE WITH SEEP
RING
12" SW (13)
(SPRAY HEADER
BELOW RWY)
46'-0"
(TYP)
1-1/2" SW (1)
(TYP EA RACEWAY)
12" SW (13)
(TYP EA RACEWAY)
36" D (20)
12" TT (11)
248
GC-4
BURRIED VALVE
(TYP OF 6)
248
GC-4BURIED VALVE
(TYP OF 5)
12" TT (7)
13'-6"
13'-0"
17'-0"
17'-0"
13'-0"
8'-6"
2'-0"
12" TT (7)
TO DRAIN
13'-6"
4" D (1)
(TYP EA RACEWAY)
V-40.14
V-40.16
V-40.15
V-40.17
V-40.18
V-40.19
4" SW (1)
(TYP EA RACEWAY)
8" D (13)
(NOTE 6, TYP OF 14)
5'-6"
ROTATING
STANDPIPE
12" D (13)
V-40.1
V-40.2
TO DRAIN
10'-0"
8'-0"
7'-6"
2'-5"2'-8"
SCALE:3/8" = 1'-0"
SECTION
-
B
SPRAY NOZZLE
(NOTE 5, TYP)
4" SW (13)
12" SQ x6" DEEP BLOCKOUT
FOR SPRAY NOZZLE (TYP)
1-1/2" SW (1)
2'-6"
3'-0"
IE 1,700.50'
-
IE 1,700.21'
NOTES:
1.BRING VALVE STEM TO GRATING WITH STEM SUPPORTS
AND 2" AWWA NUT. PROVIDE HOLE IN GRATING WITH
HINGED COVER FOR OPERATING VALVE. VALVE
INSTALLATION SHALL NOT LIMIT ROTATION OF THE
STANDPIPE.
2.FOR RACEWAY 6 AND THE CROSS CROWDER, ONLY INSTALL
THE SS THIMBLE AND CAP. THE INSIDE FACE OF THE
THIMBLE SHALL BE FLUSH WITH THE CONCRETE.
3.INSTALL DOUBLE SLEEVE COUPLINGS ON ALL RACEWAY
PIPING PER DETAIL 246/GC-4 AFTER IT CLEARS THE
PERIMETER OF THE STRUCTURE.
4.ADJUST TRANSFER TUBE ELEVATION DOWN AS NEEDED
FOR CROSS CROWDER TRACK EMBEDDED IN CONCRETE.
5.SPRAY NOZZLES SHALL BE BY SPRAYING SYSTEMS CO. 3 4"
DIA STAINLESS STEEL FULLJET, FULL CONE, STANDARD
ANGLE SPRAY, NOZZLE "HH" RATED FOR 6 GPM AT 5 PSI.
INSTALL ALL NOZZLES WITH A BRASS 36275 ADJUSTABLE
BALL FITTING.
6.INSTALL CROSS CROWDER FLOOR DRAINS WITH
REMOVABLE SS GRATES.
7.HEAT TRACE THE PIPING AND VALVES WITHIN EACH UTILITY
VAULT.
8.DRILL AND TAP THE BOTTOM OF EACH PIPE DOWNSTREAM
OF THE BUTTERFLY VALVE FOR A 12" DIAMETER DRAIN
VALVE.
9.ALL VALVE STEMS SHALL BE BROUGHT TO 4" BELOW GRADE
AND HAVE A 2" AWWA NUT. INSTALL A REMOVABLE COVER
OVER FOR ACCESSING AWWA NUT.
10.INSULATE TRANSFER TUBES WITH 2" OF TRYMER 2000XP
AND POLYGUARD ALUMAGUARD JACKET, OR APPROVED
EQUAL.
SEE 50 M 2 FOR FISH
LIFT AREA PIPING
246
GC-4
246
GC-4
V-40.20
(NOTE 1)
REGIS
T
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R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
FROM AERATION
TOWER
V-40.3
V-40.4
V-40.5
V-40.6
V-40.7
V-40.8
V-40.9
V-40.10
V-40.11
V-40.12
12" D (1)
V-40.13
1
-
2
-
SCALE:1/2" = 1'-0"
DETAIL
-
1
SCALE:1/2" = 1'-0"
DETAIL
-
2
UTILITY VAULT
(TYP OF 2)
V-40.1
2'-2"
6" TEE
6x4" REDUCER
(TYP)
SPRAY NOZZLES SEE NOTE 5
(TYP OF 14 PER RWY)
(NOTE 4)
4" SW (1)
6" SW (13)
1-1/2" SW (1)
4" SW (1)
(TYP)
(FOR EXTERIOR
RWY WALLS ONLY)
10'-0"10'-0"
(TYP)
STAGGERED SPACING
ON OPPOSITE WALL
15'-0"
BFV (TYP)
DRAIN VALVE
(NOTE 8, TYP OF 12)
260
GC-4
2x3' UTILITY VAULT
WITH DRAIN ROCK
12" DEEP AT BTTM
(TYP OF 2)
2'-0"NOTE 7
NOTE 7
FIBERGLASS POLYMER
CONCRETE UTILITY
VAULT (TYP OF 5)
DRAIN VALVE
(NOTE 8, TYP
OF 12)
RESTRAINED FCA
(TYP)
(TYP)
1-1/2" SW (1)
4" SW (1)
RESTRAINED
FCA (TYP)
6" SW (1)
TO DRAIN
TO DRAIN
TO DRAIN
TO DRAIN
TO DRAIN
2'-6"
(TYP)
MATERIAL
CHANGE TO
YARD PIPING
(TYP)
(TYP ALL
PIPES)
260
GC-4
RWY
WALL
RWY WALL
RWY WALL
HEAT TRACE AND INSULATE
ALL TRANSFER TUBES
(NOTE 10)
SHEET
DE
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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S
t
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t
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S
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2
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c
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PROJECT:
DATE:
ST
A
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E

P
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S
I
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N
A
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E
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N
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:
12
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2
3
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2
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7
:
3
3

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DA592013.00
12/23/2020
40 M 3
NA
G
NA
G
BJ
C
9
5
9
7
5
P
E
SCALE:3/16" = 1'-0"
SECTION
40M1
A
CRD-40.7
EL 1,713.10
NORMAL OPERATING
WSEL 1,708.10
ROTATING STANDPIPE FOR
RACEWAY WATER LEVEL CONTROL
SEE 40 M 7
SPRAY NOZZLES IN
RACEWAY WALL RECESS
RACEWAY
CROWDER CROSS CHANNEL
CROWDER
30# ASCE RAIL
TAIL SCREEN
FLOOR DIFFUSER
SEE DETAIL 1 / 40 M 4
RACK AND PINION
DRIVE SYSTEM
BLOCKOUT
FISH TRANSFER
PIPE
SLIDE GATE
SEE 40 M 5
MAX EL. SET TO ACHIEVE A
NOMINAL 5 FT WATER DEPTH IN
RACEWAY, WITH STANDPIPE AT 30
DEGREE ANGLE OFF VERTICAL
TRANSFER TUBES
(TYP)
SUPPLY PIPING DIFFUSER DRAIN
1
-
SHROUD
(TYP OF 5)
2'-6"
3'-0"
3" RADIUS
(TYP)
PL 1 4", HOT DIP
GALVANIZE AFTER
FABRICATION
1 2" CLR BETWEEN
OD OF PIPE AND
SHROUD (TYP)
FASTEN WITH 3 8"-16 UNC ZINC
PLATED DROP-IN ANCHORS AT 6"
O.C. AND CTSK MACHINE SCREWS
SCALE:1" = 1'-0"
SHROUD
-
1
REGIS
T
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R
E
D

PROFES SI O N A L
E
N
G
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B R Y A N T J C
H
A
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L O
12
/
2
3
/
2
0
2
0
SCALE:1" = 1'-0"
DOOR DETAIL
40M1
2
2'-103 4"
6'-11"
12" CLR (TYP
TOP AND BTTM)
1 4" CLR
0'-81 2"
2'-912"
2'-912"
SS WELD ON HINGE
(McMASTER 1624A58,
TYP OF 3)
SS CREMONE
BOLT TYPE
LEVER HANDLE
(NOTE 2)
PERFORATED PL ON RWY
SIDE OF DOOR (NOTE 1)
NOTES:
1.PERFORATED PLATE SHALL BE 14" THICK WITH 12" DIA HOLES AND 48%
OPEN AREA. RIVET TO DOOR FRAME WITH 3 16" FLUSH MOUNT RIVETS AT
8" OC. FACE OF DOOR SHALL BE FLUSH WITH INSIDE FACE OF
CONCRETE.
2.HANDLE SHALL NOT EXTEND INTO CROSS CROWDER CHANNEL.
PROVIDE SLOT ON RACEWAY SIDE OF DOOR FOR ACCESSING HANDLE.
OPENING SHALL NOT BE LARGER THAN 1.5" IN WIDTH. CHAMFER ALL
SHARP CORNERS TO A MINIMUM RADIUS OF 14".
ATTACH DOOR HINGES
TO CONCRETE WITH
SS DROP IN ANCHORS
FACE OF DOOR SHALL
BE FLUSH WITH
INTERIOR CONCRETE
3x112"x11 GA.
FRAMING
0'-03 4"
DRILL AND INSERT SS
SLEEVE IN CONCRETE
ON TOP AND BOTTOM
FOR CREMONE BOLTS
SHEET
DE
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D

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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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9
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c
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PROJECT:
DATE:
ST
A
T
E

P
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F
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S
S
I
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N
A
L

E
N
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I
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N
O
.

DA
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:
12
/
2
8
/
2
0
2
0

1
:
3
3

P
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B
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&

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DA592013.00
12/23/2020
40 M 4
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
FLOW
5 8" DIA CTSK BOLT
THRU FRAME AT 12"
OC (TYP ALL SIDES)
FIBERGRATE
12" SW (1)
4" D (1)
FIBERGRATE
SCALE:6" = 1'-0"
DETAIL
-
3
SCALE:1" = 1'-0"
SECTION
-
A
RACEWAY WATER
SUPPLY FROM
HEAD TOWER
6'-412"
L3x3 FRAMING
1
-
-
A
DRAIN TO
MANHOLE
4'-412"
12" SW (1)
MOLDED MICRO-MESH FIBERGRATE,
112 DEEP x 3 4" SQ TOP MESH (NOTE 3)
12" DIA x 5" LONG
HCA AT 12" OC
(TYP)
5 8" DIA BOLT THRU
FRAME AT 12" OC
(TYP ALL SIDES)
NOTES:
1.DIFFUSER FRAME SHALL BE FABRICATED WITH T304 SS.
2.ALL WELDS SHALL BE 1 4" GROOVE WELDS UNO.
3.FASTEN FIBERGRATE TO SS FRAME WITH 3 16" DIA SS RIVETS AT 6" OC.
PERIMETER OF FIBERGRATE SHALL HAVE A CONTINUOS BAND AT
THE PERIMETER THAT IS SUITABLE FOR TRANSFERRING 50 PSF LOAD
FROM GRATING TO PERIMETER FRAMING.
4.BOLTS FOR DIFFUSER SHALL BE SILICON BRONZE.
5.INSTALL DOUBLE SLEEVE COUPLINGS ON ALL BURRIED RACEWAY
PIPING AFTER IT CLEARS THE PERIMETER OF THE STRUCTURE
6.TOP OF DIFFUSERS AND CROSS CHANNEL TAIL SCREEN SHALL BE
FLAT TO WITHIN 116" IN ALL PLANES.
18 4-12
0'-01 2" CLR
ALL SIDES
1x14" BAR WELDED TO
EMBEDDED FRAMING
L3x3x1
4"
CONTINUOUS SS
EMBEDDED FRAME
0'-3"
SS NUTS WELDED TO
EMBEDDED FRAME
CONTINUOUS BAND AT
GRATING PERIMETERPERIMETER
FRAME
SS L3x2x14" WELDED
PERIMETER FRAME
SEEP RING
(TYP)
DRAIN
246
GC-4 NOTE 5
246
GC-4 NOTE 5
4" D (1)
CROSS CHANNEL TAIL SCREEN
SCALE: 1" = 1'-0"
4'-7"
3
-
0'-3"
FIBERGRATE
SCALE:1" = 1'-0"
SECTION
-
B
3'-112"
4
-(TYP OF 3 SIDES)
SCALE:6" = 1'-0"
DETAIL
-
4
L3"X3"x12"
18" DISC TACK
WELDED TO NUT
0'-01 2" CLR
ALL SIDES
5 8" DIA CTSK BOLT
THRU FRAME AT 12"
OC (TYP ALL SIDES)
5 8" DIA SS ADHESIVE
ANCHOR AT 12" OC
EMBEDDED 6" MIN
PERIMETER FRAMEFIBERGRATE
SS NUTS WELDED TO
EMBEDDED FRAME
MOLDED
MICRO-MESH
FIBERGRATE, 112
DEEP x 3 4" SQ TOP
MESH (NOTE 3)
SS L3x2x1 4" WELDED
PERIMETER FRAME
5 8" DIA BOLT THRU
FRAME AT 12" OC
(TYP ALL SIDES)
DRAIN
ROTATING STANDPIPE
BEYOND CONC WALL
ROTATING STANDPIPE
-
B
2
40 M 1
FLOOR DIFFUSER
SCALE: 1" = 1'-0"
1
40 M 1
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
TOP OF GRATING
SHALL BE FLUSH
WITH TOC (TYP)
RIVET GRATING TO
FRAME (NOTE 3)
10'-31 4" COVER PL
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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E
C
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:
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.
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1

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B
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C
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Y
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6
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0

-

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A
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5
.
D
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G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
r
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e
t
,

S
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t
e

2
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2

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3
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0
2
Ph
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2
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8
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3
3
1
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9
7
3
6
sc
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a
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g
.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
2
8
/
2
0
2
0

6
:
0
1

P
M
OX
B
O
W

F
I
S
H

H
A
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Y

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A
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ID
A
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P
A
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CO
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S
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C
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A
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A
L
DA592013.00
12/23/2020
40 M 5
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
SCALE:3" = 1'-0"
DETAIL
-
1 SCALE:3" = 1'-0"
DETAIL
-
2
C12x20.7x10'-8"
EMBED (NOTE 8)
C10
0'-112"
SKIN PL
(TYP)
BAR 1x318"
COVER PL WITH 3 8"-16 CTSK
CAP SCREW AT 4" OC EA SIDE
ATTACH BEFORE CASTING
CONCRETE
BULB SEAL
(NOTE 7)
RUBBER SEAL
(NOTE 7)L5x3x14"
BAR 3 4x2"
BAR 1 4x1"
L212x2x14"
1/2" PL
3
8" CTSK CAP
SCREW AT 4" OC
WITH 14x1.5"
BATTEN BAR
(TYP)
L41
2X3X1/4"1'-0"
0'-012"
(TYP)
NOTES:
1.EACH SLIDE GATE SHALL HAVE A GEARED DRIVE SYSTEM THAT IS DESIGNED BY THE
GATE AND ELECTRIC ACTUATOR MANUFACTURERS. THE ELECTRIC ACTUATOR SHALL
DELIVER UP TO 25,000 LBS TOTAL VERTICAL THRUST AND MOVE THE GATE AT 120
INCHES PER MINUTE. THE ELECTRIC ACTUATORS SHALL BE ROTORK, OR ENGINEER
APPROVED EQUAL.
2.ALL SLIDE GATE AND EMBEDDED MATERIAL SHALL BE TYPE 304 SS. ACTUATOR
SUPPORT SHALL BE FABRICATED FROM ASTM A572 GR 50 STEEL, HOT-DIP GALVANIZE
AFTER FABRICATION.
3.MINIMUM STEM DIAMETER SHALL BE AS SHOWN UNLESS THE STALL TORQUE OF THE
ELECTRIC ACTUATOR NECESSITATES A LARGER STEM. SCH 80 PIPE AT STEM
PENETRATIONS SHALL BE SIZED TO PROVIDE 0.25 TO 0.5" CLEAR BETWEEN OD OF
STEM AND ID OF PIPE.
4.ATTACH SKIN PLATE TO ALL HORIZONTAL MEMBERS AND VERTICAL STIFFENERS WITH
3
16" FLUSH MOUNT RIVETS AT 3" OC.
5.THE SLIDE GATE IS SYMMETRIC ABOUT THE CENTERLINE.
6.DRILL TWO 1" DIA DRAIN HOLES IN HORIZONTAL BEAMS BETWEEN EACH SET OF
STIFFENERS. LOCATE HOLES AT CENTER OF CHANNEL.
7.SEALS SHALL BE 103 NATURAL RUBBER FROM SEALS UNLIMITED OR APPROVED
EQUAL. SIDE SEALS SHALL HAVE 14" PRESET AND BE MOLD NO. 6501 WITH 3.625"
OVERALL LENGTH AND FULLY MOLDED CORNER TRANSITION TO THE BOTTOM SEALS.
INSTALL WITH 14x1.5" BATTEN BAR WITH 3 8" CTSK SCREWS AT 4" OC.
8.FILLET WELD ALL VERTICAL GATE GUIDES TO THE BOTTOM CHANNEL.
9.NO PART OF THE GATE OR OPERATOR SHALL EXTEND PAST THE EAST CONCRETE
WALL TO AVOID INTERFERENCES WITH THE CROSS CHANNEL CROWDER.
10.THE GATE SKIN ON EACH SIDE SHALL BE FLAT IN ALL PLANES TO WITHIN 1
16".
11.ALL STAINLESS STEEL SHALL BE CLEANED AND PASSIVATED AFTER FABRICATION.
FULL HEIGHT 1 4 THK x 2.50 x
1.50" OUTER DIMENSION
MACHINED CAST NYLON WITH
5 16"-18 CTSK SCREWS AT 6" OC
FULL PEN
SCALE:3/4" = 1'-0"
SECTION
-
A SCALE:3/4" = 1'-0"
SECTION
-
B
PLAN
SCALE: 3/4" = 1'-0"
-
B
-
A
W6x15
(TYP, NOTE 2)
C10x15.3
(TYP OF 2)
CHANNEL BOLTED TO WF
WITH 5
8" DIA FASTENERS
(TYP 8 EA SIDE)
2
-
0'-2"
RACEWAY
CROWDER
TRANSFER
TUBES
7'-0"
ACTUATOR AND
SUPPORT NOT
SHOWN FOR
CLARITY
1 4" COVER PL
(TYP EA SIDE
OF GATE)
ELECTRIC
ACTUATOR
DESIGNED
BY MFR
3 4" BASE PL BOLTED
TO CHANNELS AS
REQ. (TYP OF 2)
RIGHT ANGLE
DRIVE BY MFR
(TYP OF 2, NOTE 1)
CLEAR POSITION
INDICATOR HOUSING
(TYP OF 2)ELECTRIC
ACTUATOR BY
MFR (NOTE 1)
WF
4'-6"
MIN CLR
GRATING
(TYP)
RACEWAY
WALL
1'-8"
1'-6"
3'-3"
212"-3 ACME
DRIVE STEM
(NOTE 3)
0'-51 4"
1
-
DRIVE
STEMS
GRATING
(TYP)
2'-6"
(TYP)
PL12x8x0'-10"
WITH FOUR 5 8"
DIA ANCHORS
14" SKIN PL (TYP
BOTH SIDES OF
GATE, NOTE 4)
C10X15.3
NON-TAPERED
(TYP)
1'-5"
1'-2"
0'-11 2"
7'-0"
WELD SCH 80 SS PIPE
BETWEEN CHANNELS AT
STEM PENETRATIONS
(NOTE 3)
BRONZE NUT
WITH SET
SCREWS OR
LOCK NUT TO
PREVENT
MOVEMENT
(TYP OF 4)
1'-0"
0'-6"
1'-3"
1'-6"
14" REMOVABLE
COVER PL FOR
ACCESSING
BOTTOM STEM
NUT, 18" CLR TO
SKIN PL ON EACH
SIDE OF COVER
5
16"-18 CTSK HEX
DRIVE SCREW AT
MAX SPACING OF
312" OC, TYP ALL
SIDES
0'-712"
TYP TOP
AND BTTM
10'-0"
CHANNEL WIDTH
11'-4"
0'-6"
GATE
CL
COVER PL ON EA
SIDE OF GATE
TYP FOR ALL
EMBEDDED FRAMING
12"
(TYP)
0'-13 4"
F
1 4" CLR
5
8"
12" DIA EPOXY ANCHOR WITH
5" MIN EMBEDMENT AT 8" OC
3
8"-16 x 3 4" LONG WELD STUD
AT 4" OC, OFFSET FROM
CONC ANCHOR
3 4" PL LIFTING
EYE WITH 3 4"
DIA HOLE
(TYP OF 2)
2'-512"
4'-1112"
9'-11"
SKIN PL WIDTH
DRAIN
HOLES
(NOTE 6)
COVER PL
14"x3'-3"x9'-11"
COVER PL
MOUNTING
ANGLE
DRAIN
HOLES
(NOTE 6)
3
-
COVER PL
(TYP OF 2)
SCALE:1 1/2" = 1'-0"
DETAIL
-
3
L3x3x14"
C10X15.3
NON-TAPERED
(TYP)
END OF
CONC WALL
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
1'-0"
3
8" x6" LONG HCA @
12" OC STAGGERED
SPACING
3
8"x6" LONG HCA @ 12" OC (TYP)
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
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N

B
Y
:
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B:
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1

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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
ST
A
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P
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N
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O
.

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:
12
/
2
8
/
2
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2
0

1
1
:
0
8

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A
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S
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C
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DA592013.00
12/23/2020
40 M 6
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
ELEVATION
SCALE: 1" = 1'-0"
L5x5x12" SUPPORT ON EA SIDE
ATTACH SCREEN TO
SUPPORTS WITH FOUR BEAM
CLAMPS PER SIDE (NOTE 7)
0'-03 4"
(TYP)
-
A
SCALE:1" = 1'-0"
SECTION
-
A
1
-
SCALE:3" = 1'-0"
DETAIL
-
1
9'-1012"
-
B
SCALE:1" = 1'-0"
SECTION
-
B
3'-101 2"
18" PL
5'-101 2"
18" PUNCH PL
WITH 12" DIA
HOLES AND
48% OPEN
AREA
2'-112"
2'-0"
3/4" DIA HOLE
(TYP OF 2, TOP
AND BOTTOM)
NOTES:
1.PUNCH PLATE AND BLANK PANEL FACES SHALL BE FLUSH.
2.SCREEN FABRICATION SHALL BE T304 SS.
3.ATTACH BOTH SOLID AND PUNCH PLATES TO ALL HORIZONTAL AND VERTICAL BRACING
MEMBERS WITH 3 16" DIA FLUSH MOUNT SS RIVETS AT 4" OC WITH 112" STAGGERED
PATTERN.
4.SCREEN FACES SHALL BE FLAT TO WITHIN ± 1/8" IN ALL PLANES.
5.RADIUS ALL SHARP EDGES AND CORNERS THAT ARE EXPOSED TO FISH TO A MINIMUM
RADIUS OF 18".
6.SCREEN IS SYMMETRIC ABOUT THE CENTERLINE.
7.ATTACH SCREEN TO SUPPORTS WITH FOUR SS BEAM CLAMPS PER SIDE, MCMASTER
29615T3, OR EQUAL.
8.ALL FILLET WELDS SHALL BE 3 16" UNO.
PUNCH PLATE
L312"x3"x1/4"
L31
2"x3"x1/4"
L312"x3"x1/4"
(TYP)
0'-1" (TYP OF 3 4" DIA HOLES
TOP AND BOTTOM)
PL 1 4"x3" COPED
AT ANGLES
(TYP OF 5)
L4"x4"x12" BY 10'-0"
(TYP OF 2 SIDES)
2'-6"4'-101 2"
5 8" DIA EPOXY ANCHOR
AT 18" OC (TYP)
L4"x4"x1/2"
0'-1"
(TYP)
10'-0"
DRILL 3 4" DIA HOLE FOR LIFTING
(TYP EA CORNER TOP AND BOTTOM)
2'-0"
2'-0"
1'-712"
0'-11 2"
10'-0"
2'-8" (TYP)0'-13 4" (TYP)
0'-312" (TYP)
SOLID PLATE
L312"x3"x1/4" COPED AT
HORIZONTAL ANGLE (TYP)
2'-5"
PROVIDE 3 4" COPE ON ALL
HORIZONTAL ANGLES
2'-8"
0'-112"
SOLID
PLATE
(NOTE 3)
PUNCH
PLATE
(NOTE 3)
-
C
SCALE:3" = 1'-0"
SECTION
-
C
2
-
SCALE:3" = 1'-0"
DETAIL
-
2
0'-3"
0'-012" CHAMFER TYP
0'-212"
1 4" STIFFENER PL ON EACH
SIDE OF LIFTING EYE,
TYP TOP AND BOTTOM
12" CHAMFER
AT ANGLE
3
-
SCALE:3" = 1'-0"
DETAIL
-
3
0'-112"
0'-1"
3 4" LIFTING EYE, TYP
OF 4 PLACES ON
VERTICAL
STIFFENERS
COPE EACH VERT
STIFFENER AND
FILLET WELD TO
HORIZ ANGLE
WELD AT TOP
AND BTTM TO
HORIZ ANGLES
WELD 14x3" BAR TO SUPPORT
SCREEN PL AT EDGES (TYP)
2-6
TYP
NOTE 3
0'-112"
STIFFENER (TYP OF
2 PER LIFTING EYE)
REGIS
T
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R
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D

PROFES S I O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
WELD TOP PL TO PUNCH
PL WITH CONTINUOUS
GROOVE WELD
112x6" DRAIN HOLES
AT 14" OC WITH 112"
RADIUS AT CORNERS
SHEET
DE
S
I
G
N
E
D

B
Y
:
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A
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N

B
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:
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1

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B
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
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P
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.

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:
12
/
3
0
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2
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2
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1
2
:
0
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DA592013.00
12/23/2020
40 M 7
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
-
A
ROTATING STANDPIPE PLAN
SCALE: 3/4" = 1'-0"
SCALE:3/4" = 1'-0"
SECTION
-
A SCALE:3/4" = 1'-0"
SECTION
-
B
-
B
BAR 12x3"
PIPE STRAP
INSTALL ADJUSTABLE SS CLAMP
ON WIRE ROPE FOR STANDPIPE
POSITION INDICATION
5 16" 6x37 IWRC GALVANZIED
AND LUBRICATED WIRE
ROPE, WITH MIN LIFTING
CAPACITY OF 2,000 LBS
ROTATING
STANDPIPE
FLOW
STANDPIPE
OUTFLOW DRAIN
HSS 3x3x14"PL12x8x0'-8" WITH FOUR
5 8" DIA ADHESIVE
ANCHORS (TYP OF 2)
5 8" BASE PL
WELDED TO HSS
WINCH FOR
STANDPIPE
ADJUSTMENT
TOP OF WALL
WORM GEAR WINCH
(NOTE 1)
FLOW
LOOSE VICTAULIC
COUPLING
ROTATING
STANDPIPE
5
1
5'-0"
0'-6"±
4'-0"
12" D (1)
OPERATING
NUT
PROVIDE 6" SQ HINGED
COVER IN GRATING FOR
ACCESSING WINCH
1'-0"
5'-0"
SEEP RING
ROTATING
STANDPIPE
NOTES:
1.WORM GEAR WINCH SHALL HAVE A MINIMUM CAPACITY OF 2,000 LBS AND BE DUTTON-LAINSON MODEL WG2000, OR
ENGINEER APPROVED EQUAL. WINCH SHALL LOCK LOAD IN PLACE WHEN NOT OPERATING, AND NOT BE ABLE TO FREE
SPOOL.
30°
EL 1,708.10
IE 1,701.90
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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.
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1

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B
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H

H
A
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C
H
E
R
Y
\
6
0
0

-

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A
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\
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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S
t
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t
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e

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c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
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E
E
R

N
O
.

DA
T
E
:
12
/
2
3
/
2
0
2
0

7
:
4
4

P
M
OX
B
O
W

F
I
S
H

H
A
T
C
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E
R
Y

R
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N
O
V
A
T
I
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N
ID
A
H
O

P
O
W
E
R

C
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P
A
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CO
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P
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F
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D
,

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F
E

S
A
F
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T
Y
ME
C
H
A
N
I
C
A
L
DA592013.00
12/23/2020
40 M 8
SN
D
SN
D
JR
E
9
5
9
7
5
P
E
KEY NOTES:
1.PROVIDE A GLASDON EXPRESS GUARDIAN 24" LIFE RING CABINET WITH RING AND ROPE OR
APPROVED EQUAL.
2.PROVIDE A MCMASTER 5458T44 12' ALUMINUM H STRAIGHT LADDER OR APPROVED EQUAL.
PROVIDE A MCMASTER 6870N11 LADDER EXTENSION AND A MCMASTER 80205T77 HOOKS FOR
EACH LADDER.
#
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
NOTES:
1.PROVIDE A U.S. COAST GUARD-APPROVED LIFE JACKET OR BUOYANT WORK VEST FOR
WORKING OVER WATER, WHERE THE DANGER OF DROWNING EXISTS, TO MEET OSHA
1926.106(A).
(TYP OF 7)(TYP OF 2)
40 M 14
1
O
REGIS
T
E
R
E
D
PROFE S S IO N A L
E
N
G
I
NE E R
OR
E
G
O
N
BRYANT
J
C
HA
R
L
EX
P
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E
S
:

1
2
/
3
1
/
2
0
2
1
9
5
9
7
5
P
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11'-0"
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3
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3
6
© Schnabel Engineering 2016 All Rights Reserved
DE
S
C
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I
P
T
I
O
N
CH
E
C
K
E
D

B
Y
:
DA
T
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RE
V
.
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

40 M 10
DA
T
E
:
DA592013.00
12/23/2020

9
5
9
7
5
P
E
BJ
C
BJ
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NA
G
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B
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F
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2
01
3
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A
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12
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40 M 12
40 M 12
ALL MATERIALS THAT ARE SUBMERGED PERMANENTLY OR INTERMITTENTLY SHALL BE T304 SS. OTHER STRUCTURAL FRAMING SHALL BE HOT DIP 1.
GALVANIZED ASTM A36.
SEE SPECIFICATION 11425 FOR REQUIREMENTS FOR CROWDER DESIGN, FABRICATION AND TESTING.2.
NOTES:
CROWDER ISOMETRIC
SCALE: NTS
CROWDER PLAN
SCALE: 3/4" = 1'-0"
RECESS FOR
(TYP OF 2)
WIRE ROPE FENCE
ROTATING LADDER
STOPPER
3/8" PL
HOISTING SYSTEM
(TYP OF 6)
GUARDRAIL
CROWDER FENCE
30# RAIL
RACEWAY WALL
TRANSFER TUBES
(TYP OF 4)
ROTATING ARM
HIDDEN FOR CLARITY
VERTICAL
BATTERIES
RACEWAY WALL
LIFTING FRAME
CROWDER FRAME
RETRACTABLE SPOOL
FOR CHARGING CABLE
REMOVABLE
RECESS FOR BATTERIES
CHAIN
(TYP OF 2)
30# RAIL
FRAME
DRIVE AXLEDRIVE MOTOR
PLATFORM
(TYP OF 2)
STABILIZING WHEELS
(TYP OF 2)
BOTTOM WHEELS
(TYP OF 4)
FENCE
8" TRACK WHEEL
(TYP OF 4)
ROTATING LADDER
STOPPER
CONTROL
CABINET
5 3
6"
" 2 10'-1 1
3'-0"
"
8'-2"
1'-4"
2 11'-8 1
"
4"
4'-0"
4 3'-4 1
4 "
6 3
8 "
O
REGIS
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9
5
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5
P
E
ARMS PROVIDE INITIAL FENCE EXTENSION
GUIDE FENCE TO FULL EXTENSION
ROLLER GUIDES ON UPPER ROTATING
LOWER WHEELS CONTACT
BOTTOM OF RACEWAY TO(2) FENCE DURING EXTENSION
SCALE: 3/4" = 1'-0"
5'-7 1
2 "
MAXIMUM
EXTENSION
OF FENCE
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© Schnabel Engineering 2016 All Rights Reserved
CH
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:
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.
PROJECT:
DATE: 12/23/2020
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40 M 11
DA592013.00
ST
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2
01
3
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(1) FENCE IN RAISED POSITION
SCALE: 3/4" = 1'-0"
IN RAISED POSITION
7'-0"
CLEARANCE UNDER FENCE
1'-3"
OVERALL WIDTH OF
VERTICAL GUIDE TRACK
AND FENCE
40 M 14
2
1
40 M 13
SCALE:
B
40 M 10
SECTION
3/4" = 1'-0"
1
40 M 13
40 M 13
3
40 M 13
2
SCALE:
SECTION A
40 M 103/4" = 1'-0"
40 M 13
4
40 M 15
4
1
40 M 15
2
40 M 15
O
REGIS
T
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PROFE S S IO N A L
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© Schnabel Engineering 2016 All Rights Reserved
DE
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CH
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PROJECT:
DATE:
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40 M 12
12/23/2020
DA592013.00
DA
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2
01
3
.
D
W
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FENCE
HOISTING SYSTEM
ROTATING LADDER
HANDRAIL
WIRE ROPE FENCE

8'-0"
11'-8"
3'-0"
CONTROL CABINET
REFER TO 40 I 10
12
/
2
3
/
2
0
2
0
LIFTING
ROTATING
VERTICAL
ARM
FENCE
UPPER
LIFTING FRAME
ROTATING ARM
CONTROL CABINET
" PLATE
VERTICAL
GUARD RAIL
16
REMOVABLE CHAIN
6"
(TYP OF 2)
STABILIZING WHEELS
BOTTOM WHEELS
3/8" PL
FENCE HOISTING
(TYP OF 2)
MOTOR
VERTICAL GUIDE TRACK
CONTROL PANEL
(TYP OF 2)
6"
CARRIAGE
3-1/2" TRACK ROLLER
(TYP OF 4)
3
LOWER
1" SS CLEVIS PINS
(TYP OF 8)
10'-0"
1'-0"
11'-0"
SCALE:
1
40 M 122" = 1'-0"
DETAIL
SCALE:
3
40 M 12
DETAIL
1" = 1'-0"
10"
8"
3'-0"
SCALE:
4
40 M 12
DETAIL
1" = 1'-0"
SCALE:
2
40 M 12
DETAIL
1" = 1'-0"
1'-5 1
4 "
O
REGIS
T
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PROFE S S IO N A L
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P
E
(TYP OF 4 EA. SIDE)
PL 6"x6"x3/8"3/8" PLMOUNTED
BALL BEARING
8"x3/8" BOTTOM PLATE
30# ASCE RAIL
C8x11.5"
(TYP OF 4)
8" TRACK WHEEL
(TYP OF 4)
STOPPER
SLOT FOR WHEELS
1/2" BOLT/FLATWASHER/LOCKWASHER/NUT
HOT-DIPPED GALVANIZED
ASTM A325
MINIMUM OF 4 PER END
1 1
6"
" 8
4"
5 3
4 "
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© Schnabel Engineering 2016 All Rights Reserved
SHEET
4
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2
0

1
1
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1
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5
P
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BJ
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BJ
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40 M 13
12/23/2020
DA592013.00PROJECT:
DATE:
ST
A
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2
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1
3
.
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(TYP OF 4)
3" X 1" SS BAR
ARM MOUNT
ROTATING
C4x7.25 SS
(TYP OF 3)
" 4
3
4"
4"
3'-10"
8"
3'-0"
10"
2
R1 1
4 "
SPACING
TYP
" 4 CL
1" X .065W SS TUBE
1-3
TYP
"
2
1 1'-6 "
" 1
4
"
3'-0"
8 3 7
2
3'-10
6'-6 1
3"
2'-0"
RACEWAY WALL
30# ASCE RAIL8" TRACK WHEEL
C8x11.5"TYP
BALL BEARING
PL 6"x6"x3/8"
3/8" PL
3/8" PL
MOUNTED
TYP
4"
3"
6"
3" U-GROOVE
STOP TO PREVENT OVERROTATION OF LOWER BAR
(TYP OF 2)
L4x4x1/4"
W4x13 SS
(TYP OF 3)
C4x7.25 SS
TRACK WHEEL
NYLON
1200 LB CAPACITY
(TYP OF 4EA)1
2" U-BOLT 18-8SS
BRONZE NUTS
1
4'-6"
8'-0"
3" 7'-6" 3"
9" 6'-6" 9"
" 5'-9 2 " 4 1'-1 1 1'-1 1
4 "
LOCKWASHER/NUT
MINIMUM OF 4
3/4" BOLT /FLATWASHER/
HOT-DIPPED GALVANIZED
ASTM A325
(TYP OF 6 EA. SIDE)
" PLATE
(TYP OF 2)
W8x31
(TYP OF 4)
MC8x22.8
8
MINIMUM OF 4 PER END
ASTM A325
HOT-DIPPED GALVANIZED
3/4" BOLT/FLATWASHER/LOCKWASHER/NUT
MINIMUM OF 2
ASTM A325
HOT-DIPPED GALVANIZED
3/4" BOLT/FLATWASHER/LOCKWASHER/NUT
38"x
TYP
8"
"
30°
2'-0"
9'-1 3
4
2'-0"
4" x 2
13
(TYP OF 4)
" SS
(TYP OF 4)
16
3L1.5x1.5x
" SS BAR
ROTATING ARM
BRACKET
1-
1-3
4" x 3
8" SS BAR
SUPPORT BRACKET
(TYP OF 5)
4 "
" 2 9'-10 1
" 6" 6" 4 1'-2 1" 4 1'-2 1
" 8 2'-5 7
2'-4 1
1'-1"
TYP
ON VERTICAL EDGES TO
SEAL GAPS WITH RACEWAY WALL
(TYP OF 2)
ADJUSTABLE STRIP BRUSHES
L3x2x1/4" SS
TYP
9'-5 3
8 "
1 7
8 "
1.5"OD X 1/4"W SS TUBE
SCALE:
DETAIL
1-1/2" = 1'-0"40 M 12
2
O
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P
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MOTOR BRAKE
48VDC 5 FT-LB MINIMUM
RIGHT ANGLE GEAR REDUCER
60:1 RATIO
270 FT-LB OUTPUT TORQUE CAPACITY
FENCE HOIST MOTOR
2HP 1750RPM 48VDC
4"
2 7
10
8"
" 1
8
" 8
2 1
4 "
12
/
2
3
/
2
0
2
0
NOTES:
SHOP MEASURE TO DETERMINE WIRE ROPE LENGTHS.1.
TURNBUCKLE LOCATION NOT TO EXCEEED MAXIMUM 2.
CROWDER HEIGHT
WIRE ROPE SCHEMATIC
SCALE: NTS
5/16" STAINLESS STEEL WIRE ROPE
SOCKET
CLOSED SWAGED
OPEN ENDS WITH PIN
"-13 TURNBUCKLE
6" LENGTH
20 TURN MINIMUM1
2
WIRE ROPE DRUM
7" PD
STAINLESS STEEL PULLEY
3/4" BOLT /FLATWASHER/LOCKWASHER/NUT
HOT-DIPPED GALVANIZED
ASTM A325
(TYP OF 4EA)
8
BALL BEARING
MOUNTED L9x4x5
WIRE ROPE DRUM
7" PD
20 TURN MINIMUM
2'-9" 2'-3" 10" 10" 2'-3"
11'-8"
2'-9"
1 3
8 "
HOIST DRIVE SHAFT
(TYP OF 2 EA)
QUICK DISCONNECT
2HP 1750RPM 48VDCDRIVE AXLE
DRIVE MOTOR
(TYP)
C8X11.5
(TYP OF 2)
MC8X18.7
(TYP OF 2)
3/8" PL
ASTM A325
HOT-DIPPED GALVANIZED
3/4" BOLT/FLATWASHER/LOCKWASHER/NUT
(TYP OF 4)
SHAFT COUPLING
L2X2X3/16"
RIGHT ANGLE REDUCER
30:1 RATIO
180 FT-LB OUTPUT TORQUE CAPACITY
3
"
3'-6 " 4
" 3
4
8
1'-4
5 7 "
" 1
2
8 "
1'-2"
10'-3
5 1'-11
" 4 3'-9 3
4'-2 1
4
11'-0"
8"
3/4" BOLT/FLATWASHER/LOCKWASHER/NUT
HOT-DIPPED GALVANIZED
MC8X18.7
ASTM A325
3/8" PL 3/8" PL
(TYP)
C8X11.5
TYP
"
9'-2"
11" TYP
8" TYP
" 4 2'-2 1" 8 1'-10 7 1'-2 7
8 11"
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8
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9
7
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6
© Schnabel Engineering 2016 All Rights Reserved
DE
S
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N
E
D

B
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:
4
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1
3
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2
0
2
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1
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DR
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DA
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RE
V
.
PROJECT:

9
5
9
7
5
P
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BJ
C
BJ
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NA
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40 M 14
12/23/2020
DA592013.00
DATE:
ST
A
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E

P
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2
01
3
.
D
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40 M 10SCALE:
DETAIL
1/2" = 1'-0"
1
SCALE:
DETAIL
1/2" = 1'-0"40 M 12
2
SCALE:
SECTION B
-3" = 1'-0"
SCALE:
DETAIL
1/2" = 1'-0"40 M 12
1
B
-O
REGIS
T
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P
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SCALE:
SECTION
3" = 1'-0"-
A
A
-
SCALE:
DETAIL
3/4" = 1'-0"40 M 12
4
TYP
(TYP OF 2)
C3 X 4.1 SS
TYP
1
3
6'-6"
" 8
2
5 5'-6
3"
" 1
2
"
2 3
4 " TYP
12
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© Schnabel Engineering 2016 All Rights Reserved
DE
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B
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:
4
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V
.
PROJECT:

9
5
9
7
5
P
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BJ
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40 M 15
12/23/2020
DA592013.00
DATE:
ST
A
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2
01
3
.
D
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1 " SS PL
3" SQ X
4
MINIMUM OF 2 PER ATTACHMENT
BRONZE NUT
LOCKWASHER
18-8 SS 5/8" BOLT/FLATWASHER/
"W SS TUBE 1
4
TYP
8 5'-3 "
5
" 8
" 1
4'-11
R1
5 1" DIA
2
TUBE 2 1
2 " DIA x 1/4W SS
(TYP OF 2)
1 "W SS TUBE 3" SQ X 4
TYP
1
2
3"
" 2 8'-3 1
"
7'-6"
8 5'-6 5
"
3 1
2 "
18-8SS
D&T TUBE @ 6" O.C.
11GA SS
(TYP OF 4)
W SSTUBE 2 x 4
1
(TYP OF 2)
1/4" SS PL
SS4MC 8x4x1
3/8"-16 UNDERCUT FH SCREW
4"
1
2"
8"
3"
3
4 "
1
2 "
3" DIA WHEEL X 2" WIDE
NYLON
1200 LB CAPACITY
(TYP OF 2EA)
TUBE 2
R1
1
1
10"
" 8 5'-3 5
" 4'-11 8
5
" DIA x 1/4W SS
(TYP OF 2)
1"
2
" 2 CL 13
16 "
MINIMUM OF 2 PER ATTACHMENT
ASTM A325
3/8" SS PL
5/8" BOLT/FLATWASHER/
LOCKWASHER/NUT
HOT-DIPPED GALVANIZED
3"
10'-2" " " 2 2'-8 1
2 6'-1 1
20°
19'-0"
B
40 M 17
O
REGIS
T
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D
PROFE S S IO N A L
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P
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SYSTEM
GUARDRAIL
GEAR MOTOR
FENCE
GUIDE RAILS
FOR CLARIFICATION
CONTROL PANEL
WITH DRIVE PINION
HOISTING SYSTEM
PINION DRIVE
WIRE ROPE FENCE
CHANNEL WALL CUT
REMOVABLE CHAIN
CHANNEL WALL
RACK AND
RETRACTABLE SPOOL
FOR CHARGING CABLE
CONTROL CABINET
REFER TO 40 I 10
GEAR MOTOR
WIRE ROPE FENCE
CHANNEL WALL
HOISTING SYSTEM
RECESS FOR BATTERIES
GUARDRAIL
GEAR RACK
WITH DRIVE PINION
REMOVABLE CHAIN
DRIVE CARRIAGE
5'-6"
1'-4"
3'-0"
5'-8"
" 7'-1 7
8
5'-2"
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© Schnabel Engineering 2016 All Rights Reserved
DA
T
E
DE
S
C
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P
T
I
O
N
RE
V
.
PROJECT:
DATE:
ST
A
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P
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40 M 16
12/23/2020
DA592013.00
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2
01
3
.
D
W
G
2.
NOTES:
ALL MATERIALS THAT ARE SUBMERGED PERMANENTLY OR INTERMITTENTLY SHALL BE T304 SS. OTHER 1.
STRUCTURAL FRAMING SHALL BE HOT DIP GALVANIZED ASTM A36.
SEE SPECIFICATION 11425 FOR REQUIREMENTS FOR CROWDER DESIGN, FABRICATION AND TESTING.
12
/
2
3
/
2
0
2
0
SCALE: 1" = 1'-0"
CROWDER PLAN
CROWDER ISOMETRIC
SCALE: NTS
40 M 17
A
SCALE:
SECTION
3/4" = 1'-0"40 M 16
A
2
40 M 20
1
40 M 20
1
40 M 19
40 M 18
3
O
REGIS
T
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PROFE S S IO N A L
E
N
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:

1
2
/
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1
/
2
0
2
1
SCALE:
SECTION
3/4" = 1'-0"40 M 16
B
A
40 M 20
2
40 M 18
40 M 18
1
1
CROWDER
CARRIAGE
ON VERTICAL EDGES TO SEAL
W6x20
FENCE GUIDE RAILS
(TYP OF 4EA)
7" PD
5
GAPS WITH RACEWAY WALL
(TYP OF 2 EA)
GUIDE EMBED
SS4
8
5 TURN MINIMUM
PLATFORM FRAMING
MOUNTED BALL BEARING
DRIVE CARRIAGE
MC6X3X
L9X4X
WIRE ROPE DRUM
ADJUSTABLE STRIP BRUSHES
C3X4.1 SS
(TYP OF 4EA)
HOIST DRIVE SHAFT
5'-10"
(TYP OF 2 EA)
10'-0"
3 "8
10'-0"
1
10 7
8 "
12
/
2
3
/
2
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2
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© Schnabel Engineering 2016 All Rights Reserved
PROJECT:
RE
V
.
DATE:
ST
A
T
E

P
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12/23/2020
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2
01
3
.
D
W
G
FENCE
C10x15.3
270 FT-LB OUTPUT TORQUE CAPACITY
SS
2HP 1750RPM 48VDC
3/8" PL
FENCE HOIST MOTOR
48VDC 5 FT-LB MINIMUM
3.5" SQ HSS
60:1 RATIO
FENCE GUIDE RAILS
(TYP)
4
RIGHT ANGLE WORM GEAR REDUCER
(TYP OF 2)
CROWDER
6" SIDE WHEELS
FARSIDE ONLY
MOTOR BRAKE
FRAMING
GUARDRAIL
MC6x3X1
3
16" PLATE
5'-0"
1'-3
8 "
6 3
8 "
O
REGIS
T
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PROFE S S IO N A L
E
N
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2
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1
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2
0
2
1
8" TYP
3" TYP
12
/
2
3
/
2
0
2
0
1-1/2" = 1'-0"
1
SCALE:40 M 17
DETAIL
40 M 17
2
SCALE: 1" = 1'-0"
3DETAIL
1" = 1'-0"40 M 17SCALE:
DETAIL
12" STAINLESS STEEL
(TYP OF 4)
3/8" PL
(TYP OF 4)
(TYP)
BOTTOM RUNNING WHEELS
2000 LB CAPACITY
3.5" SQ X 1/4"W SS
TYP
1'-11 5
8 "
3
8 "
8
3'-7
3
6 "
5'-0"
5
60°
8
60°
"
"
9'-
3'-7
8
"
3
1
2 6
4
1'-3"
" 3 8
2 3
8 "
" PL
4" PL
4
1
1
TYP
"
10"
1
2
2'-3"
3" 5
3
4 "
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7
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© Schnabel Engineering 2016 All Rights Reserved
DE
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N
CH
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B
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:
DA
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PROJECT:
DATE:
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A
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40 M 18
12/23/2020
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2
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3
.
D
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CL"
" SS BAR
4
(TYP OF 4EA)
8
SPACING
(TYP OF 2EA)
(TYP OF 4EA)
1" x 0.065W SS TUBE
2" U-GROOVE
1-3
TRACK WHEEL
NYLON
3
8" SS BAR
4"x
2-1
2"x3
TYP
5'-3 5
8 "
"
FOR TURNBUCKLE CONNECTION

4"
2
"
1
"
1"
TO WIRE ROPE AND HOIST
7'-0"
2
1
1
2
3" 3"
THRU INTERIOR SUPPORT BAR
2
1
3
4 "
(TYP)
C10x15.3
W4x135/8" BOLT /FLATWASHER/
LOCKWASHER/NUT
HOT-DIPPED GALVANIZED
ASTM A325
"
2'-11"
1
5'-0"
5'-8"
2 1'-
6"
6'-9"
1'-4"
1'-1
2 "
3/4" BOLT /FLATWASHER/
LOCKWASHER/NUT
HOT-DIPPED GALVANIZED
ASTM A325
TYP
6"
6"
SCALE:
DETAIL 1
40 M 173" = 1'-0"
A
-
SCALE:
SECTION A
-2" = 1'-0"
O
REGIS
T
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D
PROFE S S IO N A L
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OR
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:

1
2
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12
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8
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3
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7
3
6
© Schnabel Engineering 2016 All Rights Reserved
DE
S
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N
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D

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Y
:
4
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1
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0
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1
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DA
T
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RE
V
.
PROJECT:

9
5
9
7
5
P
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BJ
C
BJ
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40 M 19
12/23/2020
DA592013.00
D
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A
I
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S

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QUICK DISCONNECT SHAFT COUPLING12-TOOTH SPUR GEAR
1.5 DIAMETRICAL PITCH
20 PRESSURE ANGLE
4" FACE WIDTH
8
(TYP OF 2EA)
"
MOUNTED BALL BEARING
(TYP OF 2EA)
C9X20
(TYP OF 2EA)
C15X33.9
(TYP OF 4 EA)
12" LENGTH
L3X2.5X3
TYP
1'-1"
1'-3"
8"
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4
45°
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3
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STOPPER
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L8X4X
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TYP
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" 2 2'-1 1 2'-1 1
2
4'-3"
2HP 1750RPM 48VDC
25:1 RATIO
(TYP OF 4 EA)
2000 LB CAPACITY
ALLOY STEEL
6" FLAT TRACK ROLLER
150 FT-LB OUTPUT TORQUE CAPACITY
(TYP OF 8 EA)
2000 LB CAPACITY
ECCENTRIC MOUNT
6" TAPERED TRACK ROLLER
ALLOY STEEL
RIGHT ANGLE WORM GEAR REDUCER
DRIVE MOTOR
INSTALL SAFETY GUARD OVER SPUR GEAR
1 7
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SCALE:
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40 M 173" = 1'-0"
SCALE:
SECTION A
40 M 176" = 1'-0"
3"
1"
1 5
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ADD CONCRETE VENT HOLES AS 1.
NECESSARY TO CENTER OF UPPER
CHANNEL.
SURFACES SHALL BE PARALLEL TO 2.
EMBEDDED PLATES AT BOTTOM OF
RACEWAY TO WITH 1
16".
LUBRICATE GEAR RACK PER 3.
MANUFACTURER RECOMMENDATION
FENCE GUIDE RAILS
8
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SS
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2
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1
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USE CAPPED COUPLING NUT AS EMBED
2
STAGGER 18" O.C.
PRESSURE ANGLE
GEAR RACK
1.5 DIAMETRICAL PITCH
1
2
1
1'-
4"
8
2
7"
"
"
1
1'-0"
6"
3 1
8 "
NOTES:
SHOP MEASURE TO DETERMINE WIRE ROPE LENGTHS.1.
WIRE ROPE SCHEMATIC
SCALE: NTS
ATTACH TURNBUCKLE
TO SUPPORT BARS ON FENCE
WIRE ROPE DRUM
SOCKET
OPEN ENDS WITH PIN
CLOSED SWAGED
7" PD
5 TURN MINIMUM
6" LENGTH
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SNAKE RIVER
SURFACE WATER
ADULT HOLDING
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FROM AREA 30 AERATION
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KEYED NOTES:
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1 1 1489-M1C150 CIRCUIT BREAKER, BULLETIN 1489 SERIES, 15A AB
2 13 1492-EAJ35 END ANCHOR AB
3 5 1492-J4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
4 2 1492-JG4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
5 1 1492-REC20G DIN RAIL MOUNTED RECEPTACLE AB
6 2 1492-WFB424 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 10-57VAC/DC W/ LED INDICATION AB
7 54 1492-WFB4250 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 100-300VAC W/ NEON INDICATION AB
8 1 1606-XLS120E COMPACT POWER SUPPLY, 120/240VAC / 85-375VDC INPUT VOLTAGE, 120W NOMINAL POWER AB
9 1 1783-US5T STRATIX 2000 SWITCH, UNMANAGED, 5-PORT BASE SWITCH AB
10 2 199-DR1 ZINC/STEEL DIN RAIL EN5022 (35mm x 7.5mm x 1mm)AB
11 2 800T-H2A2 SELECTOR SW - 2 POS MAINT, NEMA 4/13 AB
12 5 800T-QBH24A ILLUMINATED MOMENTARY CONTACT, NEMA 4/13 AB
13 2 800T-T2H3EEXX TOGGLE SWITCH, 2 WAY, SPRING RETURN, 30MM 1NO/NC CONTACT AB
14 1 CFC482423SS CONCEPT CONSOLE, STAINLESS STEEL, TYPE 4X, 48X24X23 HOFFMAN
15 1 CP2442 CONCEPT PANEL 24X42 HOFFMAN
16 2 GSC1 FUSE 5X20MM 250VAC, 1A, TIME DELAY MERSEN
17 1 GSC10 FUSE 5X20MM 250VAC, 10A, TIME DELAY MERSEN
18 1 GSC5 FUSE 5X20MM 250VAC, 5A, TIME DELAY MERSEN
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GENERAL NOTESKEYNOTES
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42
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LEGEND
GENERAL NOTES
KEYNOTES
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B
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B
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LEGEND
GENERAL NOTES
KEYNOTES
SHEET
DE
S
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N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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D:
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5
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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A
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P
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7
LEGEND
GENERAL NOTES
KEYNOTES
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
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D:
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1
1

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\
5
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A
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© Schnabel Engineering 2016 All Rights Reserved
42
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3
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PROJECT:
DATE:
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P
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6
7
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7
LEGEND
GENERAL NOTES
KEYNOTES
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
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D:
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1
1

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\
5
0

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A
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© Schnabel Engineering 2016 All Rights Reserved
42
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9
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3
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PROJECT:
DATE:
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P
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12/23/2020
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
50 S 1
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
-
C
-
B
SCALE:3/4" = 1'-0"
SECTION
-
A
FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
1
-
#4@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
SLAB ON GRADE
#5@12" O.C.
(TYP.)
EL. +0'-0"
EL. -5'-3"
4'-6"
0'-6"
#5@24" O.C.
HORIZ.
#5@24" O.C.
VERT.
INSULATED 12" CMU WALL
FULLY GROUTED
-
A
EL. +0'-0"
EL. +0'-0"
EL. +0'-0"
SCALE:3/4" = 1'-0"
DETAIL
-
1
1/2" THK. JOINT FILLER WITH
1" THK SEALANT AT TOP
VAPOR RETARDER
2" THK. SAND LAYER
SEE CIVIL
DWGS.
(TYPICAL AT SLAB / WALL JOINTS)
0'-15
64"
0'-1"
0'-6"
#4@12" O.C. (TYP.)
SCALE:3/4" = 1'-0"
SECTION
-
B
1
-
#4@12" O.C. E.F.
(TYP.)
#4@12" O.C. E.F.
(TYP.)
SLAB ON GRADE
#4@12" O.C.
TIES (TYP.)
EL. +0'-0"
EL. -5'-3"
0'-6"
#5@24" O.C.
HORIZ.
#5@24" O.C.
VERT.
INSULATED 12" CMU WALL
FULLY GROUTED
3'-0"
-
B
SCALE:3/4" = 1'-0"
SECTION
-
C
#4@12" O.C. E.W.
(TYP.)
SLAB ON GRADE
EL. +0'-0"
#5@32" O.C.
HORIZ.
#5@32" O.C.
VERT.
8" CMU WALL
FULLY GROUTED
1'-0"
0'-6"
1'-6"
SLAB ON GRADE
1'-3"
1'-0"
RACEWAY WALLS
SEE ADULT HOLDING
FACILITY DWGS.
1'-0"
16'-0"
31'-4"
7'-4"
12'-0"
8'-0"4'-0"
4'-6"
4'-6"
1'-9"
57'-4"29'-4"
1'-4"
1'-4"
NOTES:
1.COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL /
MECHANICAL DRAWINGS.
2.SEE MECHANICAL DRAWINGS FOR PIPE LAYOUT / EMBEDS.
COORDINATE LOCATIONS & OTHER DETAILS WITH
MECHANICAL PLANS.
3.FOR BUILDING COORDINATES, SEE CIVIL DRAWINGS.
4.FOR REINFORCEMENT AROUND OPENING AND LINTEL DETAILS SEE
DETAIL S309 / SHEET GS-7.
5.FOR PERIMETER UNDER DRAIN, SEE DETAIL C243 ON SHT. GC-3.
6.FOR GRADING AROUND THE BUILDING, REFER TO CIVIL DRAWINGS.
12'-8"
9'-0"
18'-8"
3'-0"
3'-0"
9'-4"
29'-4"
13'-4"14'-4"
1'-4"
16'-8"
-
A
FOR COLUMN FOUNDATION
DETAILS SEE SHEET 50 S 3
10'-0"
6'-0"
3'-4"
4'-0"
3'-4"9'-8"3'-4"
4'-8"1'-4"4'-8"27'-4"
5'-4"
8'-0"
5'-4"
9'-4"
12'-8"
-
D
1'-9"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
SCALE:3/4" = 1'-0"
SECTION
-
D
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#4@12" O.C. E.F.
(TYP.)
#5@12" O.C. (TYP.)
#6@12" DOWELS
(TYP.)
#5@24" O.C.
HORIZ.
#5@24" O.C.
VERT.
INSULATED 12"
CMU WALL FULLY
GROUTED
RACEWAY WALL, SEE ADULT
HOLDING FACILITY DWGS.
EL. +0'-0"
3'-4"0'-6"
0'-4"
(TYP.)
3'-0"
5'-0"
1'-0"
0'-10"
1'-6"
50 S 3
B
0'-10"
4'-0"
#5@12" O.C. E.F.
(TYP.)
0'-8"
0'-8"
4" DEEP RECESS IN
GRADE SLAB SLOPING
TOWARDS THE DRAIN
9'-10"
2
-
SCALE:3/4" = 1'-0"
DETAIL
-
2
0'-4"
#4@12" O.C. E.W.
(TYP.)
1'-0"
0'-4"
0'-4"
0'-6"
0'-4"
BLOCKOUT FOR
DRAIN PIPE, SEE
MECHANICAL
4'-8"
FOR LOCATION
OF DRAINS/PIPE,
SEE MECHANICAL
0'-6"
C.J.
C.J.
C.
J
.
C.
J
.
C.
J
.
1'-6"
2'-8"
1'-6"
SLOPE
SLOPE
SLOPE
SLOPE
4'-0"
4'-0"
SCALE:3/4" = 1'-0"
SECTION
-
E
4'-0"
SQ.
2'-0"
0'-8"0'-8"
#5@12" O.C. E.W.
(TYP.)
SUMP, SEE
SECTION E
SEE 10 C 1 FOR
COORDINATE
SEE 10 C 1 FOR
COORDINATE
SEE 10 C 1 FOR
COORDINATE
E
-4'-0"
4'-0"
SLAB OUTLINE
SLAB OUTLINE
C.J.
(TYP.)
3'-0"
1'-0"
#5@24" O.C.
DOWELS CENTERED
ON THE WALL CORE
2'-3" EMBED (TYP.)
1 14" X 3 16" GALV. STL
I-BAR GRATING (TYP.)
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A

R
L O
12
/
2
3
/
2
0
2
0
2'-3" SPLICE
(TYP.)
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
ST
A
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:
3
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DA592013.00
12/23/2020
50 S 2
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
UPPER FLOOR FRAMING PLAN
SCALE: 3/16" = 1'-0"
50 S 3
A
SL
O
P
E
ROOF FRAMING PLAN
SCALE: 3/16" = 1'-0"
50 S 4
C
50 S 4
B
SL
O
P
E
EL. +14'-0"
COMPOSITE
METAL DECK
W12x40
(TYP.)
SNOW
RESTRAINTS
SL
O
P
E
SNOW
RESTRAINTS
SL
O
P
E
PRE
-
E
N
G
I
N
E
E
R
E
D

W
O
O
D

T
R
U
S
S
E
S

@

2
'
-
0
"
WITH

S
T
A
N
D
I
N
G

S
E
A
M

M
E
T
A
L

R
O
O
F

(
T
Y
P
.
)
29'-4"
2'-0"
16'-0"
2'-0"
2'-0"
W10x15 (TYP.)
31'-4"12'-0"
3'-0"8'-0"7'-4"6'-4"6'-8"
10'-6"2'-0"6'-6"6'-6"
18'-8"
9'-0"
12'-8"
1'-4"
3
50 S 5
4
50 S 5
PRE-E
N
G
I
N
E
E
R
E
D

W
O
O
D

T
R
U
S
S
E
S

@

2
'
-
0
"
WITH S
T
A
N
D
I
N
G

S
E
A
M

M
E
T
A
L

R
O
O
F

(
T
Y
P
.
)
SL
O
P
E
31'-4"
18'-8"
20'-0"16'-0"
31'-4"
16'-6"
2'-0"
2'-0"
16'-6"
31'-6"
8'-2"
8'-2"
12'-0"
12'-8"
2'-0"2'-0"
50 S 5
1
50 S 5
2
50 S 5
2
5
GS-2
RACEWAY WALLS
SEE ADULT HOLDING
FACILITY DWGS.
RACEWAY WALLS
SEE ADULT HOLDING
FACILITY DWGS.
50 S 4
D
50 S 5
5
W12x40
1'-0"
6'-6"
0'-4"1'-0"1'-0"
4" x 4" RECESS
IN CONCRETE
NOTES:
1.COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL / MECHANICAL DRAWINGS.
2.SEE MECHANICAL DRAWINGS FOR PIPE LAYOUT, DRAINS & OTHER EMBEDS.
3.CONCRETE SLAB TO SLOPE TOWARDS THE TRENCH/RECESS FOR DRAINAGE.
4.TRENCH/RECESS SHALL SLOPE TOWARDS THE DRAIN.
COORDINATE
SIZE & DETAIL
WITH EA BASKET
MANUFACTURER
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
50 S 6
A
10'-10"
14'-10"
S309
GS-7
SEE DETAIL S309 / GS-7
FOR LINTELS (TYP.)
50 S 6
B
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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© Schnabel Engineering 2016 All Rights Reserved
42
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9
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3
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c
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PROJECT:
DATE:
ST
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P
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N
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E
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:
12
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3
0
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:
3
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I
DA592013.00
12/23/2020
50 S 3
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:1/4" = 1'-0"
SECTION
50 S 2
A
COMPOSITE METAL DECK
DECK SUPPORT
W-BEAMS (TYP.)
GRADE SLAB
(TYP.)
8" CMU WALL
(NON-LOAD
BEARING)
EL. +14'-0"
EL. +0'-0"EL. +0'-0"
HSS 8x8x1
4"
14"x14" EMBEDDED PL. W/
5 8" DIA. STUDS, 8" EMBED
(5+1) #4 TIES
2' DIA. x 4' DEEP
SONOTUBE
4 #6
6 #5 VERTICALS
1" CHAMFER
1/4
TYP
PRE-ENGINEERED WOOD TRUSSES
WITH STANDING SEAM METAL ROOF (TYP.)
PRE-ENGINEERED WOOD TRUSSES
WITH STANDING SEAM METAL ROOF (TYP.)
PRE-ENGINEERED WOOD TRUSSES
WITH STANDING SEAM METAL ROOF (TYP.)
INSULATED
12" CMU WALL
12" CMU WALL
12" CMU WALL
8'-0"HSS 8x8
COLUMN
1
-
SCALE:3/4" = 1'-0"
DETAIL
-
1
1'-2"
1'-2"
2'-0"
2'-0"
DIA.
4'-0"
1'-4" SQ
0'-4"
PLAN
29'-4"
57'-4"2'-0"2'-0"
10'-912"
14'-0"
0'-10"
10'-912"
EL. +9'-9 1
2 "
6'-0"
2'-0"
0'-6"
6
50 S 57
50 S 5
S415
GS-8
8'-0"
SCALE:3/4" = 1'-0"
SECTION
50 S 1
B
-
C
4'-7"
8'-10"
5'-3"
4'-0"
SCALE:3/4" = 1'-0"
SECTION
-
C
3'-0"
5'-0"4'-8"
0'-10"1'-0"
5'-0"
TANK (BEYOND)
SEE SHT. 50S1 &
SEC. B/C ON THIS SHT.
3'-0"0'-10"
1'-6"
1'-3"
1'-9"
1'-2"
2'-6"
5'-0"1'-0"5'-0"0'-10"0'-10"
3'-0"3'-0"
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)#5@12" O.C. E.F.
(TYP.)
#5@12" O.C. E.F.
(TYP.)
EL. +24'-91
2"
EL. +10'-91
2"
1'-3"
1'-0"1'-0"1'-0"
0'-6"
C.J. WITH
WATERSTOP
(TYP.)
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SEE DETAIL ON
SHT. 50 S 6
1'-0"2'-912"
S309
GS-7
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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B
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1
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5
.
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© Schnabel Engineering 2016 All Rights Reserved
42
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,

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3
7
0
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8
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3
3
1
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9
7
3
6
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a
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

4
:
0
9

P
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B
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F
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CO
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I
DA592013.00
12/23/2020
50 S 4
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:3/8" = 1'-0"
SECTION
50S2
B
SCALE:3/8" = 1'-0"
SECTION
50S2
C
COMPOSITE METAL
DECK SUPPORTED
ON W-BEAMS
GRADE SLAB
(TYP.)
GRADE SLAB
(TYP.)
12" CMU WALL
EL. +14'-0"
EL. +0'-0"
EL. +0'-0"
W12 BEAM
SCALE:D
SECTION
50S2
D
GRADE SLAB
(TYP.)
EL. +0'-0"
12
5 PRE-ENGINEERED WOOD
TRUSSES WITH STANDING
SEAM METAL ROOF (TYP.)
12
5
12
5
PRE-ENGINEERED WOOD
TRUSSES WITH STANDING
SEAM METAL ROOF (TYP.)
PRE-ENGINEERED WOOD
TRUSSES WITH STANDING
SEAM METAL ROOF (TYP.)
12" CMU WALL
10'-8"
14'-0"
24'-912"
EL. +24'-91
2"
EL. +10'-91
2"
18'-8"16'-0"
10'-912"
12'-6"
9'-912"
EL. +9'-9 1
2 "
1
50 S 5
1
50 S 5
SEE SHT. 50 S 1
FOR DETAILS
SEE SHT. 50 S 1
FOR DETAILS
SEE SHT. 50 S 3
FOR DETAILS
CONNECTION PER
DETAIL 1 / 50 S 5
12'-8"
SCALE:1" = 1'-0"
DETAIL
-
1
#5@12" O.C.
(TYP.)
#4@12" O.C.
METAL DECK
SEE DETAIL S400/GS-7
W BEAM
0'-10"
0'-2"
1
-
6'-6"
0'-4"0'-4"
0'-6"0'-6"
SEE DETAIL ON
SHT. 50 S 6
2
-
0'-1"
STEEL FRAME
(PER ARCH.)
SIMP. LRU28Z HANGER
CMU WALL
2x8 ANCHORED TO WALL WITH
5 8" BOLTS AT 24" O.C., 7" EMBED
4x12 BEAM
SCALE:3/16" = 1'-0"
DETAIL
-
2
BEAM SUPPORT DETAIL SHALL
BE SIMILAR TO DETAIL 1 / 50 S 6
2x8 AT 18" O.C.
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
FOR METAL DECK CONNECTION
TO SUPPORTS SEE SHT. GS-7
(TYP.)
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
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.
B:
\
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B
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W

F
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\
6
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0

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.
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© Schnabel Engineering 2016 All Rights Reserved
42
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9
7
3
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PROJECT:
DATE:
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0
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2
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2
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3
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DA592013.00
12/23/2020
50 S 5
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:1 1/2" = 1'-0"
DETAIL
50 S 2
5
METAL ROOFING WITH 15 32" OSB SHTG (TYP.)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
H2.5 & A35
AT EACH TRUSS
4x12 TREATED PLATE
W/ 3 4" DIA. BOLTS AT
24" O.C., EMBED 6" (MIN.)
12" CMU WALL
(TYP.)
EDGE NAILING
NAILING
BLKG W / A35 AT 24" O.C.
#5 BAR AT
TOP OF WALL
(TYP.)
GUTTER
& METAL
FLASHING
5 8" GWB
SCALE:1" = 1'-0"
DETAIL
50 S 2
1
SCALE:1" = 1'-0"
DETAIL
50 S 2
2
EDGE NAILING
EDGE NAILING
EDGE NAILING
2x6 BLKG AT 4'-0" O.C.
WITH LUS26 AT EACH END
H2.5 EACH
OUTRIGGER
2X6 OUTLOOKERS AT
24" O.C. WITH LUS26 HGRS
1
1 MIN
2 MAX
HGA10
AT BLKG
BLKG. WITH LPT4
AT 24" O.C.
10d AT 4" O.C.
INTO BLKG
2x6 BRACE AT
6"-0" O.C. WITH
(8) 16d
GABLE END TRUSS
12" CMU WALL
(TYP.)
1/4
TYP.
SCALE:1 1/2" = 1'-0"
DETAIL
50 S 2
3
BEAM FLANGE BOLTED TO
EMBEDDED ANCHORS
PL. 10 x 8x 12"
4- 3 4" DIA. ANCHOR
BOLTS, 7" EMBED
INSULATED 12" CMU WALL
FULLY GROUTED
SCALE:3" = 1'-0"
DETAIL
50 S 2
4
PL. 4x6x1
4" WELDED TO BEAM
2- 5 8" DIA. BOLTS
W-BEAM
W-BEAM
0'-3"
0'-112"
COPE FLANGE
(TYP.)
0'-014"
(COMPOSITE DECKING ABOVE BEAM NOT SHOWN)
METAL DECK
(DECK SUPPORT BEAMS BEYOND NOT SHOWN)
#5@16" O.C. DOWELS
FOR DECK CONNECTION TO WALL
SUPPORT ANGLE ALL AROUND
PER DETAIL S415 / GS-8.
0'-10"
DTC EACH SIDE
OF TRUSS
BOTTOM CHORD
OF ROOF TRUSS
TRTD TOP PLATE
CMU WALL
BOTTOM CHORD
OF ROOF TRUSS
2x6 @ 4'-0" W/ 3-16d
EACH END
SCALE:1 1/2" = 1'-0"
DETAIL
50 S 3
6
SCALE:1" = 1'-0"
DETAIL
50 S 3
7
PLATE CONNECTION
TO WALL SHALL BE
PER DETAIL 1
#3 STIRRUPS @ 8"
2#7 LINTEL REINF.
2#5 LINTEL REINF.
(TYPICAL AT NON-LOAD BEARING WALLS)
0'-8"
0'-13 4"
0'-3"
AREA AROUND BEAM
SHALL BE FULLY GROUTED
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
0'-3/4"
(MIN.)
0'-8"
0'-10"
0'-13 4"
0'-3"
0'-47
8"
0'-29
16"
PLAN
1/4
TYP.
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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E
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:
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V
.
B:
\
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A
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1

-

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B
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H

H
A
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C
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\
6
0
0

-

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A
W
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G
S
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A
L
\
5
0

S

1
-
5
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
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t
,

S
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e

2
0
2

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,

I
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8
3
7
0
2
Ph
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n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
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l
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n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

3
:
3
7

P
M
OX
B
O
W

F
I
S
H

H
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I
DA592013.00
12/23/2020
50 S 6
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
6x16 BEAM
(TYP.)
SIMP. HANGER
MBHU5.50/14KT
1
-
SCALE:1" = 1'-0"
DETAIL
-
1
1'-0"
0'-8"
0'-3"
STEEL COLUMN
0'-7"
3/16
TYP.
L8x8x12" WITH 2-3 4"
DIA. BOLTS (TYP.)
STEEL COLUMN
HSS 8x8x14"
SCALE:1" = 1'-0"
SECTION
-
B
-
B
EL. 9'-9 1/2"
EL. 8'-5 1/2"
E.F.
TYP.TRUSS CONNECTION
PER DETAIL 1 / GS-2
(TYP.)
SCALE:1/2" = 1'-0"
SECTION
50 S 2
A
1
-
SCALE:1/2" = 1'-0"
SECTION
50 S 2
B
HSS 8x8x14"
COLUMN
1
50 S 3
PRE-ENGINEERED
ROOF
MBHU5.5/16KT
(CONFIRM PER
ROOF DESIGN)
12
5
12
5
PRE-ENGINEERED
ROOF TRUSSES
1
50 S 5
STAIR PER
GENERAL
DETAILS
S130
GS-4
SUPPORT PAD PER GENERAL
DETAILS & CIVIL DRAWINGS
1
50 S 5
LINTEL REINF. 2 #6 (T&B),
#3 STIRRUPS AT 5" O.C.
4 - 3 4" ANCHORS AT 1'-8" O.C.,
6" FROM CHANNEL EDGE
S116
GS-4
STAIR PER
GENERAL
DETAILS
S130
GS-4
S309
GS-7
LINTEL PER
DETAIL S309 / GS-7
EL. 15'-5 1/2"
TOP PLATE
EL. 18'-6"
BOT. OF CMU
EL. 24'-9 1/2"
TOP PLATE
EL. 14'-0"
2ND FIN. FLR.
EL. +0'-0"EL. +0'-0"
S116
GS-4
122
GM-4
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
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P
T
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N
DA
T
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RE
V
.
B:
\
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D
A
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O
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\
1
1

-

O
X
B
O
W

F
I
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H

H
A
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C
H
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\
6
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
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e
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t
,

S
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t
e

2
0
2

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e
,

I
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8
3
7
0
2
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8
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1
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9
7
3
6
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a
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n
g
.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

1
0
:
4
6

A
M
OX
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y

R
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N
O
V
A
T
I
O
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ID
A
H
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P
O
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C
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P
A
N
Y
CO
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,

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A

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C
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L
DA592013.00
12/23/2020
50 M 1
BJ
C
BJ
Y
NA
G
95
9
7
5
P
E
SORTING AREA PLAN
SCALE: 3 8" = 1'-0"
TO TRANSFER
TRUCK
EA BASKET
CONTROL PANEL
3'-0"2'-6"
HB-1
2" D (8)2" D (8)
4" OF (8)4" OF (8)
2-1/2" SWP (8)
6" SWP (8)
2-1/2" SWP (8)
BUTTERFLY VALVE
(TYP)
2" D (8)
4" D (8)
12" TT (11)
0'-10"
0'-3"
4" D (8)
12" TT (11)
50 M 5
A
50 M 4
A
1" GWP (8)
14'-4"
SORTING
TABLE
3
50 M 8 UTILITY SINK W/
DRAIN BOARD
PIPE SUPPORT
(TYP)
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
50 M 8.1
1
SS PERFORATED FLOOR
DRAIN STRAINER #PPDN40S
BY DRAINNET OR EQUAL
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
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I
P
T
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DA
T
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RE
V
.
B:
\
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1
1

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O
X
B
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F
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H
A
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C
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\
6
0
0

-

D
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A
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I
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\
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2
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
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e
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t
,

S
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e

2
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2

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3
7
0
2
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9
7
3
6
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a
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n
g
.
c
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m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
2
9
/
2
0
2
0

4
:
2
7

P
M
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B
O
W

F
I
S
H

H
A
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C
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Y

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O
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A
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ID
A
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C
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CO
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D
,

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O
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SP
A
W
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A
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A

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C
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A
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DA592013.00
12/23/2020
50 M 2
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
SPAWNING AREA PLAN
SCALE: 3 8" = 1'-0"
SS PERFORATED FLOOR
DRAIN STRAINER #PPDN40S
BY DRAINNET OR EQUAL
UTILITY
WATER PUMPS
HB-1
4" D (8)
6" D (8)
2" GWP (8)
1" GWP (8)
4" GWP (8)
6" SWP (8)
8" D (8)
12" TT (11)RETURN PIPE
TO EA BASKET
2" SWP (8)
4" GWP (8)
50 M 4
B
14'-4"
PATHOLOGY /
WORK TABLE
WHEELED
CART
246
GC-4
1
50 M 5
SEE 50 M 9 FOR FISH
LIFT SYSTEM PIPING
3'-0"
5'-0"
V-40.1
V-40.2
12" SW (1)
6" SW (7)
260
GC-4
9'-0" L x 5'-0" W
VALVE VAULT
2'-0"2'-0"
1'-6"2'-0"1'-6"3'-0"
3'-0"
4
50 M 8
SPAWNING
TABLE
5
50 M 8
6
50 M 8 TEMPORARY
BUCKET STORAGE
7
50 M 8
CARCASS TOTE
PROVIDED BY OWNER
3
50 M 8 UTILITY SINK W/
DRAIN BOARD
3/4" GWP (8)
DRAIN TO
FLOOR TRENCH
12" SW (13)
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
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P
T
I
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N
DA
T
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V
.
B:
\
I
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A
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P
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\
1
1

-

O
X
B
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W

F
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H

H
A
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C
H
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R
Y
\
6
0
0

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A
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N
G
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A
N
I
C
A
L
\
5
0

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3
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
r
e
e
t
,

S
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t
e

2
0
2

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,

I
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8
3
7
0
2
Ph
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n
e
:

2
0
8
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3
3
1
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9
7
3
6
sc
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a
b
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g
.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

4
:
1
3

P
M
OX
B
O
W

F
I
S
H

H
A
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C
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Y

R
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N
O
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A
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I
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N
ID
A
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P
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C
O
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P
A
N
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CO
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P
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,

O
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O
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TR
A
N
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F
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T
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P
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&

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DA592013.00
12/23/2020
50 M 3
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
TRANSFER TUBE PIPING PLAN
SCALE: 3 16" = 1'-0"
8'-0"
2'-0"
(TYP)
-
A
SCALE:3/16" = 1'-0"
SECTION
-
A
SCALE:3/16" = 1'-0"
SECTION
-
B
-
B
SCALE:3/8" = 1'-0"
SECTION
-
C
-
C
12" TT (11)
(TYP)
12" DIA LAY FLAT
HOSE WITH 5' LENGTH
FLEXIBLE HOSE
SECTION
ROTATING PIPE
SUPPORT AND WENCH
TO SPAWNING BELOW
SEE 50 M 4
TO RACEWAYS
1'-0"
TOC EL 1,713.10'
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
FF EL 1724.00'
FF EL 1710.00'
8'-4"2'-0"
TYP
11'-43 4"
2'-31 4"
1'-6"
0'-71 4"
PIPE LOCATION
THROUGH WALL
(TYP)
1'-6" (TYP)
1'-6"
8'-0"
45°
22.5°
FF EL 1724.00'
FF EL 1710.00'
TOC EL 1,713.10'
1'-6"
1'-6"
1'-6" (TYP EA WAY)
10'-0"
5'-0"
1'-0"
NOTES:
1.SLOPE PIPES PER ENGINEERS DIRECTIVE.
2.RESTRAIN ALL BELL & SPIGOT JOINTS WITH 2 PVC ROMAGRIPS AND GALVANIZED RESTRAINT RODS.
3.GALVENIZE ALL PIPE SUPPORTS AFTER FABRICATION.
4.INSULATE ALL EXTERIOR TRANSFER TUBES W/ 2" OF TRYMER 2,000XP & POLYGUARD ALUMAGUARD JACKET OR
AS SPECIFIED. PIPING SHALL ALSO BE HEAT TRACED IN ACCORDANCE W/ 50 E 1.
5.ALL SURFACES THAT FISH WILL BE IN CONTACT WITH, INCLUDING PIPE INTERIOR SPIGOT JOINT EDGES,
CORNERS, PROTRUSIONS OR MISC. BURRS SHALL BE ROUNDED/GROUND SMOOTH TO AVOID INJURY TO FISH.
ANY FUSED PIPE JOINTS SHALL BE GROUND SMOOTH IN THE FIELD AFTER CONSTRUCTION.
NOTE 1 0'-2" (TYP)
SCALE:3/4" = 1'-0"
DETAIL
-
3
SCALE:3/4" = 1'-0"
DETAIL
-
1
SCALE:3/4" = 1'-0"
DETAIL
-
2
1
-
2
-
3
-
3'-5"
1'-6"
4'-10"
12" DIA x 12" U-BOLTS
(TYP OF 6)
10"x10"x12" PL W/ 4 12"
DIA NELSON STUDS
(TYP OF 2)
C4x7.25
(TYP)
TYP.
TYP.
1/4
1/4
TYP.1/4
TYP.1/4
12" U-BOLT, 12" DIA
W/ 18" NEOPRENE
SLEEVE
14" GUSSET PL
C6x13 x 1'-6"
(TYP OF 3)45°
12" U-BOLT, 12" DIA
W/ 18" NEOPRENE
SLEEVE
C6x13 x 1'-6"
(TYP OF 3)
22.5°
12" x3 8" x 10'-2" PL
14" GUSSET PL
12" x3 8" x10'-2" PL
3 4" DIA SS
MASONRY ANCHOR
(TYP OF 12)
3 4" DIA SS
MASONRY ANCHOR
(TYP OF 12)
12" DIA
TRANSFER TUBE
12" DIA
TRANSFER TUBE
SEE DETAIL 3
SEE DETAIL 2
SEE DETAIL 1
12" DIA TRANSFER
TUBES (TYP)
1" GROUT PAD
(TYP)
#5@12" O.C. E.W.
6'-5"
0'-8"
0'-6"0'-6"
1'-914"
RACEWAY
WALL
1
112
0'-1"1'-0"
RACEWAY
WALL
CAST TRANSFER TUBE
PIPING THROUGH
RACEWAY WALLS
12'-1013
16"
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

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Y
:
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0

M

4
.
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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S
t
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t
,

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e

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3
7
0
2
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2
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9
7
3
6
sc
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a
b
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
2
9
/
2
0
2
0

5
:
4
5

P
M
OX
B
O
W

F
I
S
H

H
A
T
C
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E
R
Y

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O
V
A
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I
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ID
A
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R

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CO
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R
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,

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N
SO
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T
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&

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P
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C
H
A
N
I
C
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SE
C
T
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N
S
DA592013.00
12/23/2020
50 M 4
BJ
C
BJ
C
NA
G
9
5
9
7
5
P
E
12" TT (11)
SCALE:1/2" = 1'-0"
SECTION
50 M 2
B
SCALE:1/2" = 1'-0"
SECTION
50 M 1
A
TO DRAIN
8" D (8)
4" OF (8)4" OF (8)
4" D (8)4" D (8)4" OF (8)
6" SWP (8)
SURFACE
WATER
6" SWP (8)
6" SWP (8)
12" TT (11)12" TT (11)
12" TT (11)
12" TT (11)
4" D (8)
TO RWY 1
TO MALE
TANK
TO FEMALE
TANK TO RWY 2TO RWY 3TO RWY 4TO RWY 5TO RWY 6
12" TT (11)
RETURN PIPE
TO EA BASKET
4'-6"
0'-6"
FALSE FLOOR
FRAMING
SEE 50 M 6
2'-6"
2" SWP (8)
4" D (8)
4" OF (8)4" OF (8)
OPENING IN WALL
FOR EA BASKET
ELECTROANESTHESIA
BASKET W/ HINGED-SIDE
RELEASE TO BE DESIGNED
BY SMITH ROOT
2-1/2" SWP (8)
SCH 80 PVC
GATE VALVE2-1/2" SWP (8)
SCH 80 PVC GATE VALVE
2-1/2" SWP (8)
(TYP OF 8)
2" D (8)2" D (8)
0'-6"
4'-0"
3'-0"
1'-0"1'-0"
TO TRANSFER
TRUCK
2'-0"
(TYP)
2" GWP (8)
FROM
SPAWNING
TO SORTING
FROM
SORTING
TO SPAWNING
TO SPAWNING
TO SPAWNING
FROM
SORTING
FROM
SORTING
FALSE FLOOR
SEE 50 M 7
V-50.16
FF EL 1,710.00'FF EL 1,710.00'
V-50.15
SLOPE TO MH PER
CIVIL YARD PIPING
EL 1,724.75'CL
FF EL 1,724.00'
IE 1,724.08'
IE 1,702.17'
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A

R
L O
12
/
2
3
/
2
0
2
0
IE 1,707.42'
V-50.36
V-50.19 - V-50.26
WSE 1,726.00'WSE 1,726.00'
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
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:
DE
S
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V
.
B:
\
I
D
A
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1
1

-

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\
6
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0

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5
.
D
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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n

S
t
r
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t
,

S
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e

2
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3
7
0
2
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e
:

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0
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3
1
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9
7
3
6
sc
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a
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g
.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
2
9
/
2
0
2
0

4
:
2
4

P
M
OX
B
O
W

F
I
S
H

H
A
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C
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E
R
Y

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E
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O
V
A
T
I
O
N
ID
A
H
O

P
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W
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P
A
N
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CO
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&

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S

&

D
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A
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S
DA592013.00
12/23/2020
50 M 5
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
SCALE:3/4" = 1'-0"
SECTION
-
C
4" D (8)1'-0"0'-7"
0'-7"
2" SWP (8)
2" GWP (8)
3'-10"
TO DRAIN
1'-10"
SCALE:3/4" = 1'-0"
DETAIL
50 M 2
1
4" GWP (8)
-
C
-
B
SCALE:3/4" = 1'-0"
SECTION
-
B
SCALE:3/4" = 1'-0"
SECTION
50 M 1
A
4" D (8)
V-50.18
V-50.18V-50.17
8" D (8)
6'-4"6'-4"0'-8"0'-8"
4" D (8)4" OF (8)
4" OF (8)4" D (8)
8" D (8)
4" OF (8)
2-1/2" SWP (8)
BUTTERFLY VALVE
2-1/2" SWP (7)
12" TT (7)
6" SWP (8)
4" D (8)
TO DRAIN
TO SPAWNING
TO DRAIN
FROM SORTING
0'-8"
4" OF (8)
0'-7"2'-10"
4" OF (8)
12" TT (11)
4" D (8)
8" D (8)
4" GWP (8)
4" GWP (8)
2" SWP (8)
TO DRAIN
TO TEMPORARY
BUCKET STORAGE
AND SINK
FROM UTILITY
PUMPS
FROM UTILITY
PUMPS
2" SWP (8)
2" GWP (8)
2" GWP (8)
2" GWP (8)
0'-4"
0'-4"
0'-6"
2" SWP (8)
0'-9"
0'-7"
4" D (8)
0'-8"
4'-2"
0'-2"
TRANSFER TUBES
(TYP)
IE 1,726.00'
IE 1,724.08'
2'-6"
3'-0"
FF EL 1,710.00'
4"x2"
REDUCER TEE
4"x2"
REDUCER TEE
4"x2" REDUCER
IE 1,710.00'
(TYP OF 2 OVERFLOWS)
FF EL 1,710.00'
V-50.7 & V-50.8
V-50.15 & V-50.16
122
GM-4 PIPE SUPPORT
(TYP EA. PIPE)
1'-4"
IE 1,702.17'
IE 1,704.54'
IE 1,702.25'
IE 1,704.54'
IE 1,707.58'
IE 1,707.58'
IE 1,705.67'
IE 1,705.67'
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J
C
H

A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
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I
P
T
I
O
N
DA
T
E
RE
V
.
B:
\
I
D
A
H
O

P
O
W
E
R
\
1
1

-

O
X
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y
\
6
0
0

-

D
R
A
W
I
N
G
S
\
M
E
C
H
A
N
I
C
A
L
\
5
0

M

6
-
7
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
r
e
e
t
,

S
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t
e

2
0
2

/

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,

I
d

8
3
7
0
2
Ph
o
n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
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l
-
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n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
2
9
/
2
0
2
0

1
0
:
4
4

A
M
OX
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y

R
E
N
O
V
A
T
I
O
N
ID
A
H
O

P
O
W
E
R

C
O
M
P
A
N
Y
CO
P
P
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R
F
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L
D
,

O
R
E
G
O
N
SP
A
W
N
I
N
G

T
A
N
K

F
A
L
S
E

F
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C
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A
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C
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PL
A
N

&

S
E
C
T
I
O
N
S
DA592013.00
12/23/2020
50 M 6
NA
G
BJ
Y
JR
E
9
5
9
7
5
P
E
-
A
SCALE:1" = 1'-0"
SECTION
-
B
-
B
FINISHED FLOOR
7'-6"
PL 6"x6"x3 8"
(TYP OF 6)
11'-10"
1
50 M 7
4"X4"X1 4"
HSS FRAMING
3 8" PL
FRAMING PLAN
SCALE: 1" = 1'-0"
FALSE FLOOR
LIFT PLAN
SCALE: 1" = 1'-0"
SCALE:1" = 1'-0"
SECTION
-
A
2
50 M 7 3'-0"
L312"x 312"x1 4"
4"x4"x1 4" HSS
(TYP)
0'-61 4"1'-07 8"1'-37 8"1'-37 8"1'-07 8"0'-51 4"
0'-97 16"
0'-97 16"
1'-31116"1'-31116"
1'-45 8"1'-15 8"
0'-107 16"
DIMENSIONS SYMMETRIC
ABOUT CENTERLINE
3'-87 8"
1'-51116"0'-213 16"0'-213 16"0'-19 16"
11'-10"
4'-10"
1'-51116"
2'-215 16"
0'-915 16"
2'-5"DIMENSIONS SYMMETRIC
ABOUT CENTERLINE
4'-6"
HSS FRAMING
0'-53 4"
0'-73 4"
0'-93 8"
TRANSFER TUBES
(TYP)
TANK COVER
(TYP OF 2)
TRANSFER TUBES
(TYP)
FALSE FLOOR
(TYP OF 2)
3 8" PL
-
A
-
B
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
L5"x 312"x14"
L312"x 312"x1 4"L312"x 312"x1 4"
8'-8116"
FINISHED FLOOR
FINISHED FLOORFINISHED FLOOR
ATTACH FRAMEWORK TO WALL
5 8" X 6"L EXPANSION ANCHORS
4 PER ATTACHEMENT
SS TANK COVER CATCH
WITH RUBBER STOP
SOUTHCO P/N M5-10-262-8
2-1/2" SCH80 PIPE
FALSE FLOOR LIFT MOTOR
2HP 1750RPM
40:1 GEARBOX WITH 240 FT-LB CAPACITY
NOTES:
1.FALSE FLOOR LIFT STRUCTURAL FRAMEWORK COATING
SHALL MATCH METAL FRAME BUILDING COATINGS.
WIRE ROPE DRUM
5.5"PD 7 TURNS MINIMUM
14" WIRE ROPE
(TYP)
SS TANK COVER
CATCH WITH
RUBBER STOP
ON OUTSIDE
(TYP)
RUBBER TANK
COVER STOP
ONLY ON INSIDE
(TYP)
TANK COVER
SEE 50 M 7
12'-3"
5'-0"
MOUNTED BEARING
L7X4X12 (TYP)
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
B:
\
I
D
A
H
O

P
O
W
E
R
\
1
1

-

O
X
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y
\
6
0
0

-

D
R
A
W
I
N
G
S
\
M
E
C
H
A
N
I
C
A
L
\
5
0

M

6
-
7
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
i
n

S
t
r
e
e
t
,

S
u
i
t
e

2
0
2

/

B
o
i
s
e
,

I
d

8
3
7
0
2
Ph
o
n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
e
l
-
e
n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

4
:
3
2

P
M
OX
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y

R
E
N
O
V
A
T
I
O
N
ID
A
H
O

P
O
W
E
R

C
O
M
P
A
N
Y
CO
P
P
E
R
F
I
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L
D
,

O
R
E
G
O
N
SP
A
W
N
I
N
G

T
A
N
K

F
A
L
S
E

F
L
O
O
R
ME
C
H
A
N
I
C
A
L
DE
T
A
I
L
S
DA592013.00
12/23/2020
50 M 7
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
L3x3x14"
DOUBLE BRONZE NUT
12" DIA X 4" SWAGE
SS STUD FOR 14" CABLE
14" SS WIRE ROPE
18" PUNCH PLATE
SCALE:6" = 1'-0"
DETAIL
-
3
SCALE:1-1/2" = 1'-0"
FALSE FLOOR
50 M 6
1
DRILL HOLE AND WELD
12" SCH80 PIPE PIECE
IN CORNERS
(TYP OF 4)
18" PUNCH PLATE
-
A
SCALE:1-1/2" = 1'-0"
SECTION
-
A
SCALE:1-1/2" = 1'-0"
TANK COVER
50 M 6
2
3 8" CORNER BASE PL
(TYP EACH CORNER)
2'-7"2'-4"
L3x3x14"
(TYP OF 6)
0'-3 4"
(TYP)
0'-3 4"
(TYP)
BASE PL FOR WHEEL MOUNT
(TYP EACH CORNER)
4'-11"
3'-11"
0'-6"
(TYP)
0'-6"
(TYP)
CENTERING WHEELS
(TYP OF 2 EACH CORNER)
R0'-612"
CUTOUT FOR
PIPE
0'-01 2"
3" DIA NYLON
FIXED CENTERING WHEEL
3
-
12" SCH80 SS PIPE PIECE
WELDED IN EACH CORNER
NOTES:
1.LID MATERIAL IS ALUMINUM 5052 UNO. NO OTHER GRADES ACCEPTED.
2.FALSE FLOOR MATERIAL IS T304 SS.
3.RADIUS ALL CORNERS 1" MINIMUM SUCH THAT THEY ARE SMOOTH AND FREE FROM BURRS AND
ANY SHARP EDGE BEFORE ANODIZING.
4.POWDER COAT ALUMINUM TANK COVER WITH SUPER DURABLE POLYESTER POWDER COATING:
SYSTEM 5 - POLYESTER TGIC. OWNER SELECTED COLOR, SMOOTH TEXTURE, FLAT FINISH, 5 MIL
THICKNESS.
5.ALL HANDLES SHALL BE MCMASTER-CARR 5185A1. ATTACH TO LIDS WITH 3 16" SS RIVETS. WRAP
HANDLE WITH RUBBER TO PROTECT HANDLE FROM CHIPPING PAINT.
6.ALL HINGES SHALL BE MCMASTER-CARR 1582A256, 12" LONG.
7.ALL ALUMINUM TO ALUMINUM CONNECTIONS SHALL USE 3 16" SS RIVETS, 6" ON CENTER, STAGGERED
3 16" FROM CENTER ON EACH SIDE UNO.
4'-512"
0'-13 4"
(TYP)
3'-8"
1'-912"1'-1"
OPENING
0'-61 4"
2'-31 4"
L1x1x18"
(TYP)
3x 12" HINGES
SPACED EVENLY
(NOTE 6)
18" PLATE
18" PLATE
L1x1x18"
COPE
L1x1x18" RIB
3 16" SS RIVET
STAGGERED
(NOTE 7)
SCALE:6" = 1'-0"
SECTION
-
B
HINGE (NOTE 6)
SCALE:6" = 1'-0"
SECTION
-
C
-
C
-
B
0'-012"
0'-2"
18" PLATE
L1x1x18"
COPE L1x1x18" RIB
3 16" SS RIVET
STAGGERED
0'-012"3 16" SS RIVET
0'-4"
0'-4"
0'-2"
1'-213 16"
5'-0"
TANK WIDTH
3 8" PL
1'-31 4"
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
L2X2X18"
SS HANDLE
(NOTE 5)
SS COVER
CATCH
ATTACH LID TO WALL
5 8" BOLTS 4 PLACES
L2x2x18"
18" PUNCH PLATE
12" DIA HOLES
40% OPEN AREA
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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:
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.
B:
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-

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6
0
0

-

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© Schnabel Engineering 2016 All Rights Reserved
42
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9
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c
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PROJECT:
DATE:
ST
A
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P
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I
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N
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E
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E
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N
O
.

DA
T
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:
12
/
3
0
/
2
0
2
0

1
2
:
0
5

P
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B
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F
I
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H
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ID
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I
DA592013.00
12/23/2020
50 M 8
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
SPAWNING TABLE PLAN
SCALE: 12" = 1'-0"
2'-8"2'-8"
SPAWNING TABLE
ELEVATION
SCALE: 12" = 1'-0"
PATHOLOGY TABLE
ELEVATION
SCALE: 12" = 1'-0"
INCUBATION WORK-UP
TABLE ELEVATION
SCALE: 12" = 1'-0"
WHEELED CART
ELEVATION
SCALE: 12" = 1'-0"
2'-8"
10'-10"
2'-6"
3'-0"
2'-0"
2'-8"
10'-0"
2'-6"
8'-0"
2'-6"
10" DIA
CUT OUT
WHEELS
(TYP)
WHEELS
(TYP)
WHEELS
(TYP)
CUT OUT FOR UTILITY
SINK (SEE 50 P 3)
2'-0"
5'-10"0'-3"4'-9"
TEMPORARY
BUCKET STORAGE
0'-10"
0'-10"
TABLE LEGS AND
BRACING BY
MANUFACTURER
TABLE LEGS AND
BRACING BY
MANUFACTURER
TABLE LEGS AND BRACING
BY MANUFACTURER
0'-4"BACKSPLASH
0'-4"
1" RADIUS
(TYP)
4
50 M 2
PATHOLOGY TABLE PLAN
SCALE: 12" = 1'-0"
5
50 M 2
WHEELED CART PLAN
SCALE: 12" = 1'-0"
7
50 M 2
INCUBATION WORK-UP TABLE PLAN
SCALE: 12" = 1'-0"
6
50 M 2
2" STANDPIPE TO
DRAIN TRENCH
SLOPE
0'-3"
NOTES:
1.ALL WORK TABLES SHALL BE CONSTRUCTED OF 18 GAUGE SS.
SLOPE
UTILITY SINK TABLE PLAN
SCALE: 12" = 1'-0"
3
50 M 1
SLOPESLOPE
UTILITY SINK TABLE
ELEVATION
SCALE: 12" = 1'-0"
CUT OUT FOR UTILITY
SINK (SEE 50 P 3)
2'-0"
8'-0"
0'-4"
BACKSPLASH
TABLE LEGS AND
BRACING BY
MANUFACTURER
IODAPHOR MIXING ISOMETRIC
SCALE: NTS
8
-
8
-IODAPHOR
SYSTEM BELOW
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A

R
L O
12
/
2
3
/
2
0
2
0
PRV SET TO
20 PSI
TEFLON HOSE
TO TANK
IODAPHOR MIXING TANKS 10 GAL.
LLDPE TANK WITH 3 4" BOTTOM OUTLET
AND 8" LID 123 4" DIA x 217 8" HIGH.
TAMICO INDUSTRIES 3480 OR EQUAL
CIRCUIT SETTER
SET AT 10 GPM
114" IOD (17) TYPE 17 MATERIALS
FOR ALL IOD PIPING
CHECK VALVE
BALL VALVE (TYP)
12"
IOD
3 4" DIA PIPE OPENING
0'-2" LIP
1'-4"
GOULDS MODEL 18V PUMP
MANUAL LABORATORY WATER
VALVE MODEL LW3-ALL BY CHICAGO
FAUCETS OR EQUAL. MOUNT
THROUGH TABLE BACKSPLASH
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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:
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B:
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1

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\
6
0
0

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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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S
t
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9
7
3
6
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c
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PROJECT:
DATE:
ST
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P
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F
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S
S
I
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N
A
L

E
N
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I
N
E
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R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

1
2
:
0
4

P
M
OX
B
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W

F
I
S
H

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ID
A
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I
DA592013.00
12/23/2020
50 M 8.1
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
SQUARE ADJUSTABLE
TABLE LEGS & BRACING
BY MANUFACTURER
SCALE:1" = 1'-0"
SECTION
-
A
2-1/2" SWP (7)
TEMPORARY
HOLDING TANK 2
TRANSFER TUBES
(TYP OF 8)
ALTERNATE EVERY
OTHER PIPE @ 22.5°
EA BASKET
BY OTHERS
TEMPORARY
HOLDING TANK 1
NOTES:
1.SORTING TABLE SHALL BE CONSTRUCTED OF 11 GAUGE SS.
2.TABLE MAY BE FABRICATED IN SECTIONS AND FULLY ASSEMBLED
ONSITE. ALL ASSEMBLY WELDS SHALL BE GRINDED SMOOTH.
3.RADIUS ALL CORNERS. FINISHED TABLE SURFACE MUST BE SMOOTH
AND FREE OF ALL HARSH, SHARP EDGES OR OTHER POTENTIALLY
HARMFUL AREAS.
SORTING TABLE PLAN
SCALE: 12" = 1'-0"
1
50 M 1
SORTING TABLE ELEVATION
SCALE: 12" = 1'-0"
TRANSFER TUBES
(TYP OF 8)
TEMPORARY
HOLDING TANK 1
TEMPORARY
HOLDING TANK 2
REGIS
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
12" TT (7)0'-5"
LIP
2'-8"
-
A
2'-6"
TYP.
1/4
1'-6"±
BACKSPLASH
SQUARE ADJUSTABLE
TABLE LEGS & BRACING
BY MANUFACTURER
WELDED WYE CONNECTION AT
SPRING LINE OF PIPE COPE 212" SS
PIPE TO MATCH INTERNAL 12" DIA PIPE
RADIUS FOR SMOOTH TRANSITION
SCALE:1" = 1'-0"
SECTION
-
B
PIPE ALONG FRONT
EDGE FOR HANDLE
2'-0"
TORSION SPRING ON HINGE
TO PROVIDE LIFTING FORCE
OF LESS THAN 25 LBS.
1 4" TYPE 304 SS PL 0'-912"
SS C4x5.4 ALONG TANK
EXTERIOR (TYP)
L4x4x14"
(TYP)
BACKSPLASH
SLOPESLOPE
MIDSPAN
SUPPORTS
1'-0"5'-0"16'-8"5'-0"
2'-6"
6'-4"2'-0"
TYP
3 4" DIA ADHESIVE ANCHOR
TO MASONRY WALL
COORDINATE WALL OPENING
LOCATION WITH EA BASKET
MANUFACTURER
0'-113 4"
1'-6"
BACKSPLASH
0'-5"
LIP
-
B
4" OF (7)
0'-6"
0'-9"
2-1/2" SWP (7)
1'-7"
2'-0"
TO INVERT
0'-6"
2'-0"
TO INVERT
0'-9"
4" OF (7)
2-1/2" SWP (7)2-1/2" SWP (7)
2" D (7)2" D (7)
4" OF (7)
0'-6"
3 4" SWP PIPE ROUTED W/
VALVE AT FRONT OF TABLE
3/4" SWP (7)
(TYP EA SIDE)
TYP.1/4
4'-0"SLOPE
OPENING FOR BIOMARK MEASURING
BOARD & PIT ANTENNA. COORDINATE
DEPTH & WIDTH W/ MFR.
135°
112.5°
2'-1"
1
-
HINGED TABLE TOP
(TYP OF 1 TEMPORARY
HOLDING TANK)
DRAIN
SCALE:1" = 1'-0"
DETAIL
-
1
PIPE ID + 6" DIA
12" DIA SS MACHINE
SCREWS W/ WASHER
(TYP OF 8)
COPE TABLE SURFACE
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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1

-

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B
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W

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A
T
C
H
E
R
Y
\
6
0
0

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D
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A
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M
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\
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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S
t
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,

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e

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9
7
3
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c
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PROJECT:
DATE:
ST
A
T
E

P
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F
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S
S
I
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N
A
L

E
N
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N
O
.

DA
T
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:
12
/
2
3
/
2
0
2
0

2
:
3
5

P
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B
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S
DA592013.00
12/23/2020
50 M 9
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
E
NOTES:
1.VANES SHALL BE PINNED AT EACH END TO COMMON SIDE PLATES
THAT ALLOW THE VANES TO ROTATE FROM FULLY VERTICAL TO ± 60°.
PINNED CONNECTION SHALL INCLUDE A LOCKNUT THAT SECURES ALL
VANES AT THE SAME ANGLE.
2.ALL WELDS ON FABRICATION SHALL BE 1/8" FILLET WELD UNO.
3.FURNISH TWO SLIDE GATES.
SCALE:1-1/2" = 1'-0"
FALSE WEIR
-
1
8" SW (7)
0'-2"
0'-21 2"
0'-01 4"
ANCHOR BAR GRATING IN PLACE
WITH TAB ON EACH AND WITH
2 7
16" BUTTON HEAD SCREWS
1/4" RADIUS
ADJUSTABLE
GUIDE VANES
6 T
0'-10"
0'-6"
0'-4"
0'-112"0'-11 2"
2x14x7 8" OC BAR
SPACING SS GRATING
3/4" RADIUS
(TYP ALL CORNERS)
3/16" SS ADJUSTABLE
GUIDE VANES (NOTE 1)
3/16" SS BENT PL
(TYP) (NOTE 2)
0'-11 4" SLOT
2
-
FALSE WEIR
SLIDE GATE
(TYP OF 2)
7'-0"
1'-412"
0'-1"
SCALE:1-1/2" = 1'-0"
SLIDE GATE
-
2
2'-212"
1" THICK UHMW
PERFORATED WITH
3 8" DIA HOLES AND
40% OPEN AREA
5 8" DIA
LIFTING
HOLES
1/4" RADIUS
CORNERS
(TYP)
0'-5"
8" SW (7)
EA BASKET
4" OF (13)
PIPE EL. TO BE DETERMINED
BY OWNER AFTER RECEIVING
EA BASKET DESIGN
LIFT SYSTEM PIPING PLAN
SCALE: 3/4" = 1'-0"
-
A
SCALE:3/4" = 1'-0"
SECTION
-
A
FALSE WEIR
AND SLIDE GATE
1
-
12" SW (1)
4" D (1)
TO DRAIN
TO DRAIN
TO
DRAIN
8" SW (13)
4" OF (1)
4" D (1)
4" D (13)
FROM
AERATION
TOWER
EA BASKET DESIGNED
BY MANUFACTURER
C3X5 NON-TAPERED SS
CHANNEL WITH 3/8x 5"
LONG HCA AT 10" O.C.
DRILL AND TAP CAST NYLON
TO RECEIVE 1/2"-13 X 13
8" SS
CAP SCREW AT 6" O.C.
4'-0"
0'-6"
8" SW (7)
5'-0"
4" SW (7)
4" D (13)
IE 1,698.93
TO DRAIN
IE 1,698.93
FROM AERATION
TOWER
TO DRAIN
BRAIL
SEE 50 M 12
SLIDE GATE
SLOT
BACKUP SLIDE
GATE SLOT
CHANNEL EMBED
FALSE WEIR
3'-0"
1'-312"
3'-0"
V-50.4
V-50.5
2'-0"
1'-0"
0'-6"
1'-11"
0'-6"
V-50.3
1'-6"
IE 1,695.35
2'-0"
SEE STRUCTURAL
DWGS.
2'-0"
2'-0"
2'-0"
FROM AERATION
TOWER
FROM
AERATION
TOWER
FROM
AERATION
TOWER
IE 1,699.10'
IE 1,703.10'
FROM AERATION
TOWER
1'-8"
0'-4"
0'-2"
1'-8"
TOC 1,713.10'
6'-1"
2'-6" LOWER
WSEL DURING
CROWDING
3
8x5" LONG
SS HCA AT
8" OC (TYP)
FISH LIFT FRAMING
(SEE 50 M 10)
4" D (13)
4" SW (1)
4" D (1)
RWY WALL
0'-6"5'-0"
NORMAL
WSEL
SEE 50 M 10
FOR WIRE
ROPE
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
O
REGIS
T
E
R
E
D
PROFE S S IO N A L
E
N
G
I
NE E R
OR
E
G
O
N
BRYANT
J
C
HA
R
L
EX
P
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S
:

1
2
/
3
1
/
2
0
2
1
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9
7
5
P
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,

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2

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,

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8
3
7
0
2
Ph
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:

2
0
8
-
3
3
1
-
9
7
3
6
© Schnabel Engineering 2016 All Rights Reserved
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
.
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
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N
O
.

DA
T
E
:
NA
G
50 M 10
OX
B
O
W

F
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S
H

H
A
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C
H
E
R
Y

R
E
N
O
V
A
T
I
O
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DA592013.00
12/23/2020

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.
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(TYP OF 2 EA)
BRAIL LIFT RIGHT ANGLE GEAR REDUCER
(TYP OF 2 EA)
90 FT-LB OUTPUT TORQUE CAPACITY
SLIDE GATE LIFT MOTOR
SHAFT COUPLING
60:1 RATIO
C15X33.9 NON-TAPERED
3/4HP 1750RPM
8
BRAIL LIFT MOTOR
5HP 1750RPM
L9X4X
(TYP OF 4 EA)
MOUNTED BALL BEARING
MANUFACTURER
5
10 TURN MINIMUM
7" PD
700 FT-LB OUTPUT TORQUE CAPACITY
60:1 RATIO
(TYP OF 6EA)
EA BASKET
PULLEY SYSTEM
DESIGNED BY
BRAIL LIFT
WIRE ROPE DRUM
SLIDE GATE LIFT RIGHT ANGLE GEAR REDUCER
MOUNTED BALL BEARING
(TYP OF 2 EA)
2"
LIFT DRIVE SHAFT
(TYP OF 2 EA)
SLIDE GATE LIFT
WIRE ROPE DRUM
7" PD
10 TURN MINIMUM
EA BASKET
BACK-UP SLIDE GATE
FOR BACK-UP
FALSE WEIR
MOUNTED DYNEEMA
ROPE PULLEY
2
(TYP OF 2)
SEE 50 M 11
BRAIL
FISH LIFT FRAMING
SEE 50 M 12
BASE PL
(TYP OF 6)
BRAIL LIFT SYSTEM
PULLEY SYSTEM
(BY MANUFACTURER)
EA BASKET PULLEY SYSTEM
SLIDE GATE
SLIDE GATE
(NOTE 1)
SEE 50 M 9
SLIDE GATE
SEE 50 M 9
WALL ATTACHMENT
BRACKET
L8X4X1
DYNEEMA ROPE
ROUTED TO
CONTROL STATION
IN SORTING
MATCH METAL FRAME BUILDING COATINGS.
NOTES:
PROVIDE TWO SLIDE GATES. ONE PRIMARY GATE AND ONE 1.
MANUAL BACKUP GATE WITH 1/4" DYNEEMA ROPE ROUTED
TO CONTROL STATION IN SORTING.
SHOP MEASURE TO DETERMINE WIRE ROPE LENGTHS.2.
FISH LIFT STRUCTURAL FRAMEWORK COATING SHALL 3.
12
/
2
3
/
2
0
2
0
FISH LIFT ISOMETRIC
FISH LIFT PULLEY PLAN
SCALE: 3/4" = 1'-0"
SCALE: NTS
SCALE: 3/4" = 1'-0"
FISH LIFT FRAMING PLAN
1" 1
2
8
'
-
6
"

7'-4"
4
'
-
3
"

3
'
-
1
1
"

8
'
-
2
"

8
"

2
'
-
1
1
"

8
"

7"
10"
7"
8
"

7'-7"
1 1'-8 2
3
'
-
7
"

" 1'-8 2 1'-6
6'-5"
" 1'-61
2"
BRAIL WIRE ROPE SCHEMATIC
SCALE: NTS
ATTACH TURNBUCKLE
TO PICKING EYE ON BRAIL
SEE 50 M 12
10 TURN MINIMUM
7" PD
6" LENGTH
CLOSED SWAGED
SOCKET
WIRE ROPE DRUM
OPEN ENDS WITH PIN
1
2"-13 SS TURNBUCKLE
5/16" STAINLESS STEEL
WIRE ROPE
SLIDE GATE WIRE ROPE SCHEMATIC
SCALE: NTS
CLOSED SWAGED
7" PD
10 TURN MINIMUM
1/2" SS SHACKLE
(TYP OF 3EA)
WIRE ROPE
SOCKET
WIRE ROPE DRUM
1/4" STAINLESS STEEL
(TYP OF 4EA)
AND CLAMPS
SS WIRE ROPE THIMBLE
1/4"
STAINLESS STEEL
WIRE ROPE
SHEET
DE
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42
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DA592013.00
12/23/2020
50 M 11
NA
G
BJ
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BJ
C
9
5
9
7
5
P
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PLAN
SCALE: 3 8" = 1'-0"
SCALE:3/8" = 1'-0"
SECTION
-
A
SCALE:3/8" = 1'-0"
SECTION
-
B
-
B
-
A
3'-612"
6'-0"
OPENING THROUGH
WALL FOR EA BASKET
OPENING IN WALL
FOR EA BASKET
ON NEAR SIDE
SEE 50 M 10
FOR FRAMING AND
PULLEY PLAN
3'-7"4'-7"
5'-0"
5'-0"
5'-3"
4'-6"
20'-1"
10'-0"
BRAIL
SEE 50 M 12
EA BASKET DESIGNED
BY MANUFACTURER
BRAIL
SLIDE
GATE
4x4x14" HSS
(TYP)
SLIDE GATE
SEE 50 M 9
FALSE WEIR
SEE 50 M 9
3x3x14" HSS
(TYP)
ATTACH BRACKET TO WALL
WITH ADHESIVE ANCHORS
5 8" x 6"L
(2 PER ATTACHMENT)
ATTACH BASE PLATES TO
RACEWAY WALLS WITH
EXPANSION ANCHORS
5 8" x 6"L
(4 PER ATTACHMENT)
WALL PENETRATION
FOR BACK-UP SLIDE
GATE ROPE ROUTING
SEE 50 M 10
REGIS
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
O
REGIS
T
E
R
E
D
PROFE S S IO N A L
E
N
G
I
NE E R
OR
E
G
O
N
BRYANT
J
C
HA
R
L
EX
P
I
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E
S
:

1
2
/
3
1
/
2
0
2
1
9
5
9
7
5
P
E
WEDGE WIRE
(TYP OF 2)
L3X3X3/16"
PUNCH PLATE
L3X3X3/16"
PICKING EYE
(TYP OF 2)
RECTANGULAR
WIRE
CENTER
1/8" SS
OF WEDGE1/8" PL
FRAME
L4X3X1/4"
L4X3X1/4"
4" 3" 1'1
5
'
-
1
"

3
20°
1'11
4"
B
-
A
1
-
-
1
SCALE:
SECTION
-
-
DETAIL
SCALE:
BRAIL ISO
SCALE: NTS
SCALE: 1-1/2" = 1'-0"
B
1-1/2" = 1'-0"
SECTION
-SCALE:
A
1-1/2" = 1'-0"
BRAIL PLAN
6" = 1'-0"
NOTES:
ALL WELDS SHALL BE 3/16" UNO. WELD PLATES TO FRAME WITH 1-1/2" FILLET 1.
WELD AT 6" O.C. SEQUENCE WELDING TO MITIGATE DISTOR TION DUE TO HEAT.
ATTACH WEDGE WIRE TO TOP OF PLATES WITH MANUFACTURE R SUPPLIED 2.
CLIPS.
REFER TO SPECIFICATION 11425 FOR WEDGE WIRE REQUIREMENTS.3.
ALL MATERIALS THAT ARE SUBMERGED PERMANENTLY OR INTERMITTENTLY 4.
SHALL BE T304 SS.
PERFORM HANG TEST AT SHOP TO VERIFY BRAIL IS LEVEL TO WITHIN 1/8" WHEN 5.
SUPPORTED FROM PICKING EYES. ADD COUNTER WEIGHT AS NECESSARY TO
INSIDE BOTTOM OF FRAME.
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© Schnabel Engineering 2016 All Rights Reserved
DA
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RE
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PROJECT:
DATE:
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DA
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NA
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50 M 12
12/23/2020
DA592013.00
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3
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D
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CAST NYLON
RUBBING SHOE
(TYP OF 2)
1"-8 COUPLING NUT W/PLUG
WELDED TO FRAME
FLUSH TO WELD WIRE
BOTH SIDES
1
"
1'-6"
2
'
-
6
"

5'-11"
1
2
1
'
-
2
4
" 2'-22 2'-2
3
"
1
'
-
3
1 4"
1/8" SS PUNCH PL,
EACH CORNER
1/2" ROUND HOLES
(TYP OF 2)
(TYP OF 2)
(TYP OF 4)
L4X3X1/4"
(TYP OF 2)
L3X3X3/16" AT
RUBBING SHOE
L2X2X3/16" AT
CAST NYLON
1/8" PL
40% OPEN
L4X3X1/4"
MIDDLE OF SIDES
DIA PICKING EYE
(TYP OF 2)
FRAME
RECTANGULAR
1/2"X13
4"X0'-6"
BAR WITH 1/2"
L4X3X1/4"
(TYP OF 4)
WEDGE WIRE
12
/
2
3
/
2
0
2
0
(TYP OF 2)
(TYP OF 2)
(TYP OF 2)
FRAME
(TYP OF 2)
MIDDLE OF SIDES
BAR WITH 1/2"
L3X3X3/16" AT
CAST NYLON
L4X3X1/4"
(TYP OF 4)
RECTANGULAR L4X3X1/4"
(TYP OF 2)
"X0'-6"
DIA PICKING EYE
RUBBING SHOE
L4X3X1/4"
1/2"X13
4
L2X2X3/16" FRAME
AROUND WEDGE
WIRE SCREEN
(TYP OF 3)
1'11" 3"
" RADIUS
(TYP)
4
3" 1'11" 1'7"
4
"

8
"

3
'
-
1
0
"

3
3"
CHANNEL EMBED
(TYP)
" SS CAP
SCREW AT 6" O.C.
DRILL AND TAP CAST
NYLON TO RECIEVE
1/2"-13 X 13
8
L3X3X3/16"PICKING EYE
" CLR 4 1"
16
1
1
4" RADIUS
(TYP)
SHEET
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
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0
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4

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DA592013.00
12/23/2020
50 M 13
KL
S
KL
S
BJ
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PLAN
SCALE: 12" = 1'-0"
P-50.2
P-50.1
TNK-50.1
TNK-50.2
V-50.4
V-50.1
6" SW (13)
6" GW (13)
6" SWP (13)
4" GWP (13)
3'-0"
1'-6"
1'-4"
1'-8"
(TYP)
2" UNION
2 12" UNION
-
A
SCALE:1/2" = 1'-0"
SECTION
-
A
4" GWP (8)
4" GWP (1)
P-50.1
P-50.2
V-50.6
V-50.5
V-50.2
V-50.3
4" x 2" REDUCER
(TYP)
4" DMJ
(TYP)
EL 1,710.00'
2" MIN GROUT
PAD (TYP)
7" MIN CONCRETE HOUSE
KEEPING PAD (TYP)
6" X 2"
REDUCING
BUSHING
2" GW (8)
3" GWP (1)
3" BFV
3" DMJ
TNK-50.1
2'-2"
2'-2"
1'-6"
2'-9"
3'-8"
P-50.3
P-50.4
SCALE:1/2" = 1'-0"
SECTION
-
B
-
B
3'-6"
EL 1,710.00'
2 1/2" SW (8)
2'-10"2'-2"3'-8"
3'-6"
5'-10"
1'-112" (MIN)
1'-812"
3" BFV
3" DMJ
3" SWP (1)
4" SWP (1)
6" SWP (1)
4" x 2 12"
REDUCER
(TYP)
TNK-50.2
V-50.10
V-50.11
7" MIN CONCRETE HOUSE
KEEPING PAD (TYP)
V-50.13
V-50.14
V-50.12
V-50.9
GWP
SWP
6" x 4" REDUCER
5'-10"
6" SWP (8)
0'-8" MIN
0'-8" MIN
0'-6" MIN
1'-1012"
PRV-50.1
GWP
SWP
2'-10"1'-6"4'-012"2'-9"
2'-0"
4'-0"
2'-1012"
2'-2"
6" X 2 1
2"
REDUCING
BUSHING
129
GM-4
1" AV/AR
1" AV/AR
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SPAWNING ROOMADULT FORMALIN
ROOM
2" GWP (13)
SHEET
DE
S
I
G
N
E
D

B
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:
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A
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N

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© Schnabel Engineering 2016 All Rights Reserved
25
0

S
.

5
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,

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7
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PROJECT:
DATE:
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P
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.

DA
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10
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(1
2
)
4 (1
1
)
(A
2
)
1(
-
)
(A
1
)
5(
+
)
3
(1
4
)
2
(1
2
)
4 (1
1
)
(A
2
)
1(
-
)
(A
1
)
5(
+
)
3
(1
4
)
2
(1
2
)
4 (1
1
)
(A
2
)
1(
-
)
(A
1
)
5(
+
)
3
(1
4
)
2
(1
2
)
4 (1
1
)
1315
12
3
3
40
GENERAL NOTES:
SHEET
DE
S
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N
E
D

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:
DR
A
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N

B
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:
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© Schnabel Engineering 2016 All Rights Reserved
42
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9
7
3
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sc
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
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E
N
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N
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ID
A
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12/23/20
4/
2
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2
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0

9
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2
2

A
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12
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2
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/
2
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2
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LH
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91
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Project:20DAC01Phone: [phone]
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50I10
BILL OF MATERIAL
ITEM QTY CATALOG DESCRIPTION MFG
1 1 1489-M1C150 CIRCUIT BREAKER, BULLETIN 1489 SERIES, 15A AB
2 31 1492-EAJ35 END ANCHOR AB
3 202 1492-J4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
4 25 1492-JG4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
5 80 1492-JKD4 KNIFE DISCONNECT TERMINAL BLOCK AB
6 1 1492-REC15 DIN RAIL MOUNTED RECEPTACLE AB
7 48 1492-WFB424 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 10-57VAC/DC W/ LED INDICATION AB
8 12 1492-WFB4250 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 100-300VAC W/ NEON INDICATION AB
9 2 1606-XLE120E SWITCHED MODE POWER SUPPLY, 1606 SERIES, 24-28VDC, 120W, 120/240VAC INPUT VOLTAGE AB
10 1 199-DR1 ZINC/STEEL DIN RAIL EN5022 (35mm x 7.5mm x 1mm)AB
11 5 199-DR2 2 METER ZINC/STEEL DIN RAIL EN5022 (35mm x 7.5mm x 1mm)AB
12 2 4983-DS120-401 120VAC SURGE SUPPRESSOR AB
13 1 700-HK32A1 HK TYPE SLIM LINE RELAY WITH SOCKET, 120VAC, 8A, DPDT, 2 POLE, 2 FORM C AB
14 32 700-HK32Z24 HK TYPE SLIM LINE RELAY, 24VDC, 8A, DPDT, 2 POLE AB
15 33 700-HN222 SCREW TERMINAL MINIATURE SOCKET AB
16 2 SFP1G-SX-85 CISCO GLC-SX-MM COMPATIBLE SFP TRANSCEIVER MODULE FS
17 1 CP6036 60x36 IN, BACK PANEL HOFFMAN
18 1 CSD603612 STEEL, 60x36x12 IN, W/ SINGLE DOOR, WALL-MOUNT ENCLOSURE, NEMA 4, 12, 13, IP66 HOFFMAN
19 1 LEDA2M35 MAGNETIC MOUNT, IR MOTION SENSOR HOFFMAN
20 1 LPC72 72" POWER CABLE W/ LEADS HOFFMAN
21 12 GSC1 FUSE 5X20MM 250VAC, 1A, TIME DELAY MERSEN
22 31 GSC1/2 FUSE 5X20MM 250VAC, 1/2A, TIME DELAY MERSEN
23 2 GSC3 FUSE 5X20MM 250VAC, 3A, TIME DELAY MERSEN
24 14 GSC5 FUSE 5X20MM 250VAC, 5A, TIME DELAY MERSEN
25 1 GSC6 FUSE 5X20MM 250VAC, 6A, TIME DELAY MERSEN
26 2 BMXAMI0810 8 CHANNEL ANALOG INPUT MODICON
27 1 BMXAMO0410 ISOLATED ANALOG OUTPUT MODULE X80, 4 OUTPUTS MODICON
28 1 BMXCPS3500 X80 PLATFORM POWER SUPPLY MODULE. 100...240VAC - 36W MODICON
29 5 BMXDDI1602 DISCRETE INPUT MODULE, M340, 16 INPUTS, 24 VDC SING MODICON
30 1 BMXPRA0100 X80 PERIPHERAL REMOTE I/O ADAPTOR MODULE MODICON
31 1 BMXXBP1200 M340 12 SLOT MOUNTING RACK MODICON
32 2 BMX DDO 1602 16-PT DISCRETE OUTPUT MODICON
33 1 AWK-4131A INDUSTRIAL WIRELESS CLIENT/BRIDGE MOXA
34 5 C2WH6 2" COVER, WHITE PANDUIT
35 1 C3WH6 3" COVER, WHITE PANDUIT
36 8 CMDABLLCZIW LC KEYED ADAPTER MODULE PANDUIT
37 5 F2X4WH6 NARROW FINGER, SLOTTED WIRING DUCT PANDUIT
38 1 F3X4WH6 NARROW FINGER, SLOTTED WIRING DUCT PANDUIT
39 1 FDME8RG DIN RAIL MOUNT FIBER PATCH PANEL PANDUIT
40 1 SDU850A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT SOLA HD
41 1 TI-G162 16 PORT HARDENED INDUSTRIAL GIGABIT DIN RAIL SWITCH W/ 2 SFP SLOTS TRENDNET
SHEET
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PROJECT:
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P
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PROJECT:
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GENERAL NOTES:
BILL OF MATERIAL
ITEM QTY CATALOG DESCRIPTION MFG
1 1 1489-M1C150 CIRCUIT BREAKER, BULLETIN 1489 SERIES, 15A AB
2 12 1492-EAJ35 END ANCHOR AB
3 70 1492-J4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
4 3 1492-JG4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
5 2 1492-REC20G DIN RAIL MOUNTED RECEPTACLE AB
6 2 1492-WFB424 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 10-57VAC/DC W/ LED INDICATION AB
7 17 1492-WFB4250 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 100-300VAC W/ NEON INDICATION AB
8 1 1606-XLS120E COMPACT POWER SUPPLY, 120/240VAC / 85-375VDC INPUT VOLTAGE, 120W NOMINAL POWER AB
9 2 199-DR1 ZINC/STEEL DIN RAIL EN5022 (35mm x 7.5mm x 1mm)AB
10 6 800T-H2A2 SELECTOR SW - 2 POS MAINT, NEMA 4/13 AB
11 10 800T-QBH24A ILLUMINATED MOMENTARY CONTACT, NEMA 4/13 AB
12 4 800T-T2H3EEXX TOGGLE SWITCH, 2 WAY, SPRING RETURN, 30MM 1NO/NC CONTACT AB
13 1 TCND2U-19AC-LN2C INTOUCH PANEL PC: COMPACT 19"AVEVA
14 1 CFC482423SS CONCEPT CONSOLE, STAINLESS STEEL, TYPE 4X, 48X24X23 HOFFMAN
15 1 CP2442 CONCEPT PANEL 24X42 HOFFMAN
16 2 GSC1 FUSE 5X20MM 250VAC, 1A, TIME DELAY MERSEN
17 4 GSC10 FUSE 5X20MM 250VAC, 10A, TIME DELAY MERSEN
18 11 GSC2 FUSE 5X20MM 250VAC, 2A, TIME DELAY MERSEN
19 1 GSC5 FUSE 5X20MM 250VAC, 5A, TIME DELAY MERSEN
20 1 GSC6 FUSE 5X20MM 250VAC, 6A, TIME DELAY MERSEN
21 5 C2WH6 2" COVER, WHITE PANDUIT
22 6 F2X4WH6 NARROW FINGER, SLOTTED WIRING DUCT PANDUIT
23 1 SDU850A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT SOLA HD
24 1 TI-G102I 10 PORT HARDENED INDUSTRIAL L2 GIGABIT DIN RAIL SWITCH W/ 2 SFP SLOTS TRENDNET
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FEMALE HOLDING TANK
MALE HOLDING TANK
BASKET LIFT
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FLOOR PLAN1
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42
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PROJECT:
DATE:
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A
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P
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DA592013.00
12/23/2020
60 A 1.1
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49
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FIXTURE LEGENDKEYNOTES
GENERAL NOTES
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ONTCETIHCRA
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42
0

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PROJECT:
DATE:
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P
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DA592013.00
12/23/2020
60 A 2
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ROOF PLAN1
REQUIREMENTSROOF VENTILATION KEYNOTES
LEGEND
GENERAL NOTES
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A
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GENERAL NOTES
KEYNOTES
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DE
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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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S
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PROJECT:
DATE:
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P
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DA592013.00
12/23/2020
60 A 3
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A
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WEST BUILDING ELEVATION1
SOUTH BUILDING ELEVATION3
EAST BUILDING ELEVATION2
NORTH BUILDING ELEVATION4
49
9

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A
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
ST
A
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P
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12/23/2020
60 A 4
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49
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KEYNOTES
LEGEND
GENERAL NOTES
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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S
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D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

M
a
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n

S
t
r
e
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t
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S
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e

2
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3
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2
Ph
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9
7
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a
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.
c
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PROJECT:
DATE:
ST
A
T
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P
R
O
F
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S
S
I
O
N
A
L

E
N
G
I
N
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N
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.

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:
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N
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A
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12/23/2020
60 A 5
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49
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TSIGER S T A TEOF
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No
.

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6
7
9
7
LEGEND
GENERAL NOTESKEYNOTES
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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12/23/2020
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7
LEGEND
GENERAL NOTESKEYNOTES
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
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© Schnabel Engineering 2016 All Rights Reserved
42
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12/23/2020
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7
LEGEND
GENERAL NOTESKEYNOTES
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
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D:
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1
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A
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42
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PROJECT:
DATE:
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12/23/2020
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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DA592013.00
12/23/2020
60 S 1
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
-
D
12'-6"
18'-0"
5'-8"13'-4"9'-0"8'-4"24'-2"29'-0"
11'-0"
20'-0"
1'-0"
30'-4"
0'-10"
0'-10"
31'-0"
16'-8"
SCALE:3/4" = 1'-0"
SECTION
-
A
SCALE:3/4" = 1'-0"
SECTION
-
D
SCALE:3/4" = 1'-0"
DETAIL
-
1
1'-0"
1/2" THK. JOINT FILLER
WITH 1" THK SEALANT
AT TOPVAPOR RETARDER
2" THK. SAND LAYER
SEE CIVIL
DWGS.
(TYPICAL AT SLAB / STEM WALL JOINTS)
0'-15
64"
0'-1"
0'-6"
1'-6"
0'-6"
1
-
12'-0"
2'-4"
0'-10"
#4@12" O.C. (TYP.)
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 16" O.C.TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 32" O.C.
#4@12" O.C. E.F.
(TYP.)
SLAB ON GRADE
#4@12" O.C.
TIES (TYP.)
2x4 STUD WALL
AT 16" O.C.
TREATED 2x4 WITH
3/4" DIA. ANCHOR
BOLTS AT 48" O.C.
#4@12" O.C.
(TYP.)
0'-10"
0'-10"
0'-10"
0'-10"0'-11"
EL. +0'-0"
EL. -4'-8"
EL. +0'-0"
0'-6"
2'-4"
-
D
-
B
-
A
SLAB ON GRADE
(TYP.)
SLAB ON GRADE
(TYP.)
0'-10"11'-8"14'-0"11'-8"
8'-8"
6'-4"
2'-4"
SCALE:3/4" = 1'-0"
SECTION
-
B
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 16" O.C.
TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 32" O.C.
#4@12" O.C. E.F.
(TYP.)
SLAB ON GRADE
#4@12" O.C.
TIES (TYP.)
EL. +0'-0"
EL. -4'-8"
0'-6"
1'-0"
2'-4"
-
A
-
E
SCALE:3/4" = 1'-0"
SECTION
-
E
2x4 STUD WALL
AT 16" O.C.
TREATED 2x4 WITH
3/4" DIA. ANCHOR
BOLTS AT 48" O.C.
#4@12" O.C.
(TYP.)
EL. +0'-0"
0'-6"
3 5
8" CMU VENEER
0'-11"
3 5
8" CMU VENEER
1'-6"
0'-6"
0'-6"
4'-0"
HD4
W2W2
W2
W1
W2
W2
W2
W2
W2
W1
W2
W3
62'-0"
NOTES:
1.COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL, MECHANICAL &
PLUMBING DRAWINGS.
2.BUILDING EXTERIOR DIMENSIONS ARE TO THE FACE OF WALL STUDS,
ALIGNED WITH THE FOUNDATION STEM WALL.
3.FOR INTERIOR WALLS LAYOUT, REFER ARCHITECTURAL DRAWINGS.
4.SLOPE GRADE SLAB TO DRAINS AT 1/8" PER FT.
5.SLOPE TRENCHES AT 1
4" PER FT, SEE DETAILS ON SHEET 60 S 3.
COORDINATE LOCATIONS & OTHER DETAILS WITH MECHANICAL PLANS.
5.CONCRETE FLOOR (GRADE SLAB) FINISH SHALL BE PER
ARCHITECTURAL SHEET GA-9 & SPECIFICATIONS.
6.FOR BUILDING COORDINATES, SEE CIVIL DRAWINGS.
7.WALLS INDICATED AS ARE SHEAR WALLS. SEE SHEAR WALLS
SCHEDULE ON SHEET GS-3 FOR SHEATHING, NAILING AND ANCHOR
BOLT REQUIREMENTS. EXTENT OF THE SHEAR WALL REQUIREMENTS
INCLUDE THE TOTAL LENGTH OF THE WALL INCLUDING ABOVE AND
BELOW WINDOWS AND DOORS UNLESS NOTED OTHERWISE.
8.PROVIDE 2x BLOCKING AT UNSUPPORTED EDGES. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL COVERING
REQUIREMENTS.
9.SEE SHEET GS-3 FOR HOLDOWNS (HD2/HD4/HD5) DETAILS.
HOLDDOWNS NOT MARKED SHALL BE HD2.
10.FOR PERIMETER UNDER DRAIN, SEE DETAIL C243 ON SHEET GC-3.
11.PERIMETER INSULATION SHALL BE PROVIDED PER DETAILS ON SHEET
60 S 4, 60 S 5 AND ARCHITECTURAL DRAWINGS.
12.FOR GRADING AROUND THE BUILDING, REFER TO CIVIL DRAWINGS.
HD4
HD4
HD4 HD4
HD4
HD4
HD4
HD4
HD4
HD4
HD4
HD4 HD4
HD4
12'-10"
SCALE:3/4" = 1'-0"
SECTION
-
C
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 16" O.C.
TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 32" O.C.
#4@12" O.C. E.F.
(TYP.)
SLAB ON GRADE
#4@10" O.C.
TIES (TYP.)
EL. +0'-0"
EL. -4'-8"
-
C
4 #4 E.F.
(TYP.)
4 #4 E.F.
(TYP.)
4 #4 E.F.
(TYP.)
4'-0"
3'-0"
2'-4"
2'-4"
5'-0"
1'-0"
7'-0"
1'-0"
1'-0"
10'-0"
2'-4"17'-5"
7'-0"
3'-5"
0'-6"
(TYP.)
TRENCH,
SEE SHT. 60S3
(TYP.)
1'-0"
0'-6"
W3
C.J.
C.
J
.
C.J.
C.J.
C.J.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
FD
FS
FD
FS
FS
FS
GRADE SLAB
OUTLINE (TYP.)
GRADE SLAB
OUTLINE (TYP.)
4'-0"
4'-0"
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
TRENCH,
SEE SEC. F
2'-0"
2'-0"
SCALE:3/4" = 1'-0"
SECTION
-
F
#4@12" O.C.
(TYP.)
EL. +0'-0"
0'-6"0'-6"2'-0"
2'-0".
0'-6"
SEE 10 C 1 FOR
COORDINATE
SEE 10 C 1 FOR
COORDINATE
3'-0"
2x6 FRAME PLATE NAILED
TO TREATED SILL PLATE
(TYP.)
C.J. (TYP.)
1 14" X 3 16" GALV. STL
I-BAR GRATING (TYP.)
C.J.
C.J.
C.J.
C.
J
.
0'-6"
NO CURB IN
OFFICE AREA
OFFICE AREA
(NO CURB IN
THIS AREA)
0'-6"
0'-6"
HD4
NO CURB IN
OFFICE AREA
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A

R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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E
C
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D

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.
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Y
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6
0
0

-

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© Schnabel Engineering 2016 All Rights Reserved
42
0

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9
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c
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PROJECT:
DATE:
ST
A
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P
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3
:
2
4

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W

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A
N
DA592013.00
12/23/2020
60 S 2
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
RIDGE
SNOW
RESTRAINTS
ROOF FRAMING PLAN
SCALE: 3/16" = 1'-0"
SNOW
RESTRAINTS
60S3
A
60S3
B
SL
O
P
E
PRE-
E
N
G
I
N
E
E
R
E
D

W
O
O
D

T
R
U
S
S
E
S

@

2
'
-
0
"
WITH

S
T
A
N
D
I
N
G

S
E
A
M

M
E
T
A
L

R
O
O
F

(
T
Y
P
.
)
SNOW
RESTRAINTS
SL
O
P
E
SLOPE
SL
O
P
E
SL
O
P
E
PRE
-
E
N
G
I
N
E
E
R
E
D

W
O
O
D

T
R
U
S
S
E
S

@

2
'
-
0
"
WIT
H

S
T
A
N
D
I
N
G

S
E
A
M

M
E
T
A
L

R
O
O
F

(
T
Y
P
.
)
SL
O
P
E
SL
O
P
E
SLOPE SLOPE
32'-0"
32'-0"8'-0"62'-0"
24'-0"
2'-0"
2'-0"
18'-6"39'-4"
16'-6"
2'-0"
60S3
C
EAVE AND GUTTER
118'-0"
GS-2
1
5
GS-2
5:
1
2
4
60 S 7
1
60 S 7
2
60 S 7
3
60 S 7
4
60 S 7
5
60 S 7
5:
1
2
5:
1
2
5:
1
2
5:
1
2
5:
1
2
GS-2
3
5:12
SLOPE
5:12 5:125:12
NOTES:
1.FOR ROOF LAYOUT & DETAILS, SEE ARCHITECTURAL SHEET 60 A 2.
2.GUTTERS, DOWNSPOUTS, ACCESS HATCHES & ROOF VENTILATION DETAILS SHALL BE PER ARCHITECTURAL DRAWINGS.
60 S 4
A
60 S 4
B
60 S 5
D
60 S 4
C
60 S 5
F
60 S 5
E
1
60 S 7
GS-2
2
GS-2
6
6x12 BEAM
(TYP.)
6x16 BEAM
(TYP.)
60 S 6
A 60 S 6
A
60 S 6
C
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A

R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
K
E
D

B
Y
:
DE
S
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DA
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V
.
B:
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A
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O

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1

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B
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Y
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6
0
0

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1
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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3
7
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e
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0
8
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3
3
1
-
9
7
3
6
sc
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a
b
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n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

3
:
2
4

P
M
OX
B
O
W

F
I
S
H

H
A
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C
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Y

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N
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V
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I
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ID
A
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P
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Y
CO
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,

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I
DA592013.00
12/23/2020
60 S 3
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:3/16" = 1'-0"
SECTION
60S2
A
EL. +0'-0"EL. +0'-0"
0'-8"
32'-0"62'-0"
SCALE:1/4" = 1'-0"
SECTION
60S2
B
SCALE:1/4" = 1'-0"
SECTION
60S2
C
11'-6"
0'-8"
32'-0"
12
5
12
5
32'-0"
PRE-ENGINEERED
WOOD TRUSS (TYP.)
PRE-ENGINEERED
WOOD TRUSS (TYP.)
EL. +0'-0"EL. +0'-0"
10'-0"
2x6 STUD WALL 2x6 STUD WALL
2x4 STUD WALL
2x6 STUD WALL 2x6 STUD WALL2x4 STUD WALL
2x6 STUD WALL 2x6 STUD WALL
2x4 STUD WALL
2x6 STUD WALL
2x4 STUD WALL
WITH VENEER2x6 STUD
WALL
SLAB ON GRADE
(TYP.)
SLAB ON GRADE
(TYP.)
SLAB ON GRADE
(TYP.)
12'-10"
9'-6"
1'-2"
12'-0"12'-0"
10'-0"
8'-0"
1
-
SCALE:1/2" = 1'-0"
DETAIL
-
1
18'-5"
17'-5"
0'-6"
0'-6"
0'-6"0'-6"
0'-6"
0'-6"
#4@12" O.C. E.W.
(TYP.)
1'-6"1'-1014"
SCALE:1/2" = 1'-0"
SECTION
-
D
-
D
1 14" X 3 16" GALV. STL
I-BAR GRATING (TYP.)
1'-0"
SLAB ON
GRADE (TYP.)
0'-6"
0'-6"
0'-6"#4@12" O.C.
(TYP.)
PRE-ENGINEERED
WOOD TRUSSES (TYP.)
PRE-ENGINEERED
WOOD TRUSS (TYP.)
HSS 8x8x1 4"
14"x14" EMBEDDED PL. W/
5 8" DIA. STUDS, 8" EMBED
(5+1) #4 TIES
2' DIA. x 4' DEEP
SONOTUBE
4 #6
6 #5 VERTICALS
1" CHAMFER
1/4
TYP
SCALE:3/4" = 1'-0"
DETAIL
-
2
1'-2"
1'-2"
2'-0"
2'-0"
DIA.
4'-0"
1'-4" SQ
0'-4"
PLAN
2
-
1'-6"
DRAIN PIPE
(SEE 60M1/2)1'-0"
0'-2"
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
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:
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.
B:
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B
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C
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\
6
0
0

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1
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6
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D
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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S
t
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t
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S
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t
e

2
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2

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,

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3
7
0
2
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n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
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l
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n
g
.
c
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m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

3
:
2
4

P
M
OX
B
O
W

F
I
S
H

H
A
T
C
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E
R
Y

R
E
N
O
V
A
T
I
O
N
ID
A
H
O

P
O
W
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R

C
O
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P
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N
Y
CO
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P
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,

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I
I
DA592013.00
12/23/2020
60 S 4
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
5 8" GWB
STANDING SEAM METAL ROOFING WITH
15# FELT UNDERLAYMENT, 15
32" OSB SHTG
(TYP.)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
R-60 FIBERGLASS
INSULATION
EL. +0'-0"
METAL FRAMING CONNECTORS
PER DETAIL 1 / GS-2
DOUBLE 2x6 AT TOP OF WALL
ARTIFICIAL STONE
VENEER SIDING (TYP.)
15 32" STRUCTURAL OSB SHEATHING
R-21 BATT INSULATION
2x6 STUD WALL PER PLAN
VAPOR BARRIER
5 8" GWB
2x6 PRESSURE TREATED
SILL PLATE
2" THK. R-10 PERIMETER
INSULATION, 2'-0" DEEP
(TYP.)
5 8" GWBDOUBLE 2x4 AT
TOP OF WALL
5 8" GWB
2X4 STUD WALL PER PLAN
2x4 PRESSURE
TREATED SILL PLATE
EL. +0'-0"
GUTTER AND FLASHING
NOTES:
1.FOR WALL TYPES & DETAILS, SEE ARCHITECTURAL DRAWINGS.
2.SEE SHEET GS-2, FOR WOOD FRAMING CONNECTION GENERAL DETAILS.
SCALE:3/4" = 1'-0"
SECTION
60 S 2
A
SCALE:3/4" = 1'-0"
SECTION
60 S 2
C
TOP PLATE
EL. 10'-0"
5 8" GWB
STANDING SEAM METAL ROOFING WITH
15# FELT UNDERLAYMENT, 15
32" OSB SHTG
(TYP.)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
R-60 FIBERGLASS
INSULATION
EL. +0'-0"
METAL FRAMING CONNECTORS
PER DETAIL 1 / GS-2
DOUBLE 2x6 AT TOP OF WALL
ARTIFICIAL STONE VENEER SIDING
WITH STONE SILL (TYP.)
15 32" STRUCTURAL OSB SHEATHING
R-21 BATT INSULATION
2x6 STUD WALL PER PLAN
VAPOR BARRIER
3 5
8" CONCRETE
BLOCK VENEER
2x6 PRESSURE TREATED
SILL PLATE
2" THK. R-10 PERIMETER
INSULATION, 2'-0" DEEP
(TYP.)
GUTTER AND FLASHING
SCALE:3/4" = 1'-0"
SECTION
60 S 2
B
TOP PLATE
EL. 12'-0"
STANDING SEAM METAL SIDING
0'-8"
3 5
8" CONCRETE
BLOCK VENEER
VAPOR BARRIER
0'-6"
0'-11"
0'-10"
WATER RESISTANT BARRIER (WRB)
CONNECTION PER
DETAIL 7/GS-2 (TYP.)
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
TOP PLATE
EL. 12'-0"
(TYPICAL AT INTERIOR WALLS)
EL. +0'-0"
5 8" GWB
TOP PLATE
EL. 12'-0"
TOP PLATE
EL. 10'-0"
15 32" STRUCTURAL
OSB SHEATHING
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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B
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\
6
0
0

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S
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1
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6
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G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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e

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7
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1
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9
7
3
6
sc
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a
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
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E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

3
:
2
4

P
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B
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I
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ID
A
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P
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CO
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D
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C
T
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S

-

I
I
I
DA592013.00
12/23/2020
60 S 5
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
5 8" GWB
STANDING SEAM METAL ROOFING WITH
15# FELT UNDERLAYMENT, 15
32" OSB SHTG
(TYP.)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
R-38 FIBERGLASS
INSULATION
EL. +0'-0"
METAL FRAMING CONNECTORS
PER DETAIL 1 / GS-2
DOUBLE 2x6 AT TOP OF WALL
ARTIFICIAL STONE VENEER SIDING
WITH STONE SILL (TYP.)
(SEE ARCH. DRAWINGS)
15 32" STRUCTURAL OSB SHEATHING
R-21 BATT INSULATION
2x6 STUD WALL PER PLAN
VAPOR BARRIER
5 8" GWB
2x6 PRESSURE TREATED
SILL PLATE
2" THK. R-10 PERIMETER
INSULATION, 2'-0" DEEP
(TYP.)
5 8" GWBDOUBLE 2x4 AT
TOP OF WALL
5 8" GWB
2x4 STUD WALL PER PLAN
EL. +0'-0"
5 8" GWB
DOUBLE 2x6 AT
TOP OF WALL
PRE-ENGINEERED
ROOF TRUSSES
2x6 PRESSURE
TREATED SILL PLATE
GUTTER AND FLASHING
VAPOR BARRIER
NOTES:
1.FOR WALL TYPES & DETAILS, SEE ARCHITECTURAL DRAWINGS.
2.SEE SHEET GS-2, FOR WOOD FRAMING CONNECTION GENERAL DETAILS.
SCALE:3/4" = 1'-0"
SECTION
60 S 2
D
SCALE:3/4" = 1'-0"
SECTION
60 S 2
E
SCALE:3/4" = 1'-0"
SECTION
60 S 2
F
METAL SIDING WITH UNDERLAYEMNT
0'-10"
2x4 PRESSURE TREATED
SILL PLATE
5 8" GWB
0'-10"
CONNECTION PER
DETAIL 7/GS-2 (TYP.)
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
EL. 10'-4"
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
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6
0
0

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S
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6
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

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t
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9
7
3
6
sc
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a
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
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O
F
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S
S
I
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N
A
L

E
N
G
I
N
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R

N
O
.

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T
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:
12
/
3
0
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2
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2
0

3
:
2
5

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B
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I
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H

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I
V
DA592013.00
12/23/2020
60 S 6
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
6x16 BEAM
(TYP.)
NOTES:
1.FOR WALL TYPES & DETAILS, SEE ARCHITECTURAL DRAWINGS.
2.PROVIDE ADDITIONAL STUDS AND/OR BLOCKING FOR FRAMING CONNECTORS AS REQUIRED.
3.CONNECTORS FASTENERS/NAILING SHALL BE PER MANUFACTURER'S DETAILS
4.SEE SHEET GS-2, FOR WOOD FRAMING CONNECTION GENERAL DETAILS.
SCALE:1/2" = 1'-0"
SECTION
60 S 2
A
EL. 9'-0"
SIMP. HANGER
HUCQ612-SDS
NAILED TO STUDS
(PROVIDE ADDITIONAL
STUDS/BLOCKING AT
BEAM SUPPORT AS
REQUIRED.
1
-
SCALE:1" = 1'-0"
DETAIL
-
1
1'-0"
0'-8"
0'-3"
STEEL COLUMN
0'-7"
3/16
TYP.
L8x8x12" WITH 2-3 4"
DIA. BOLTS (TYP.)
STEEL COLUMN
HSS 8x8x14"
SCALE:1" = 1'-0"
SECTION
-
B
-
B
EL. 9'-9 1/2"
EL. 8'-5 1/2"
6x16 BEAM WITH
SIMP. HANGER
HUCQ612-SDS AT
BEAM SUPPORT
(WHERE APPLICABLE)
E.F.
TYP.
SCALE:1" = 1'-0"
SECTION
60 S 2
C
EL. 10'-0"
6x12 BEAM
(TYP.)
BEAM ENDS SHALL BE
SUPPORTED ON WALL
STUDS (MIN 3).
SIMP. CONNECTORS A23
AND LSTA12 SHALL BE
PROVIDED AT EACH END.
TRUSS CONNECTION
PER DETAIL 1 / GS-2
(TYP.)
TRUSS CONNECTION
PER DETAIL 1 / GS-2
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
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B:
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1

-

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B
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H
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Y
\
6
0
0

-

D
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A
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I
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S
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1
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6
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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S
t
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e

2
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0
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:

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0
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3
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1
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9
7
3
6
sc
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a
b
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

3
:
2
5

P
M
OX
B
O
W

F
I
S
H

H
A
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C
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Y

R
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ID
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B
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A
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S
DA592013.00
12/23/2020
60 S 7
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
TOP PLATES
ROOF TRUSSES
TOP PLATES
DOOR OPENING
3'-4"
WALL STUDS
2x6 JACK STUD AT
OPENING
2x8 BLOCKING BETWEEN STUDS
WITH (3) 16d NAILS AT ENDS
2x6 STUD WALL
(3) 2x8 HEADERS
DOOR OPENING
ROOF TRUSSES TOP PLATES
5 1
2" x15
GLULAM BEAM
DOOR OPENING
TOP OF SLAB/WALL
(4) 2x6 JACK STUDS
AT OPENING
TOP PLATES
6x18 GLULAM BEAM
DOOR OPENING
(TRUSSES NOT SHOWN)
(TRUSSES NOT SHOWN)
TOP OF WALL/SLAB
(3) 2x8 HEADERS
DOOR OPENING
WALL STUDS
(2) 2x6 JACK STUDS
AT OPENING
TOP OF
SLAB/WALL
5 1
2 x 9
GLULAM BEAM
TOP PLATES
6'-4"
TOP PLATES
6x8 GLULAM
BEAM
DOOR OPENING
WALL STUDS
WALL STUDS
2x6 JACK
STUD AT
OPENING
TOP OF
WALL
(3) 2x8 HEADERS TOP PLATES
(ROOF NOT SHOWN)
WINDOW
OPENING
(3) 2x8 HEADERS
WALL STUDS
4'-0"
TOP PLATES
DOOR OPENING
6x12 GLULAM
BEAM
WALL STUDS
8'-0"
DOOR OPENING
WALL STUDS
(2) 2x6 JACK STUDS
AT OPENING
5 1
2 x12 GLULAM
BEAM
TOP PLATES
(ROOF NOT SHOWN)
(2) KING STUDS
AT OPENING
(TYP.)
(3) KING STUDS
AT OPENING
(TYP.)
(2) KING STUDS
AT OPENING
(TYP.)
SCALE:1/2" = 1'-0"
DETAIL
60 S 2
1
SCALE:1/2" = 1'-0"
DETAIL
60 S 2
2
SCALE:1/2" = 1'-0"
DETAIL
60 S 2
3
SCALE:1/2" = 1'-0"
DETAIL
60 S 2
4
SCALE:1/2" = 1'-0"
DETAIL
60 S 2
5
SCALE:1/2" = 1'-0"
SECTION
-
C
SCALE:1/2" = 1'-0"
SECTION
-
A
SCALE:1/2" = 1'-0"
SECTION
-
B
SCALE:1/2" = 1'-0"
SECTION
-
E
SCALE:1/2" = 1'-0"
SECTION
-
D
-
A
-
B
-
C
-
D
-
E
12'-0"
(TRUSSES NOT SHOWN)
TOP PLATES
SIMP.
A23
SIMP.
SPH6
SIMP.
LSTA12 E.F.
SIMP.
A23
(2) SIMP.
SP6
SIMP.
LSTA15 E.F.
SIMP.
A23
SIMP.
SPH6
SIMP.
LSTA12 E.F.
NOTES:
1.NAILING FOR VARIOUS FRAMING MEMBERS SHALL BE PER FASTENING SCHEDULE
SPECIFIED ON SHEET GS-1.
2.FASTENERS FOR CONNECTORS SHALL BE PER MANUFACTURER'S RECOMMENDATION.
WINDOW OPENING
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J
C
H

A
R
L O
12
/
2
3
/
2
0
2
0
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
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RE
V
.
B:
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A
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1
1

-

O
X
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y
\
6
0
0

-

D
R
A
W
I
N
G
S
\
M
E
C
H
A
N
I
C
A
L
\
6
0

M

1
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
r
e
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t
,

S
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e

2
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2

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3
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0
2
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0
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3
1
-
9
7
3
6
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a
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
12
/
3
0
/
2
0
2
0

9
:
2
2

A
M
OX
B
O
W

F
I
S
H

H
A
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C
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Y

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ID
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DA592013.00
12/23/2020
60 M 1
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
INCUBATION ROOM PLAN
SCALE: 12" = 1'-0"
SEE 60 M 5 FOR CHILLER
ROOM MECHANICAL PLAN
FROM CHILLER
(SEE 60 M 5)
FROM AERATION
TOWER
TO DRAIN
8" GW (8)
6" CGW (8)
DOUBLE STACK
INCUBATOR (TYP)
NOTES:
1.POTABLE WATER PIPING, UTILITY WATER PIPING, HOSE BIBS AND SANITARY
SEWER PIPING NOT SHOWN. REFER TO PLUMBING SHEETS.
2.SEE 60 M 3 FOR FORMALIN SYSTEM SCHEMATIC.
3.FORMALIN STORAGE SHALL BE LIMITED TO 110 GALLONS IN THIS ROOM.
4.COORDINATE CONNECTION OF SINK TO DRAIN PIPING WITH PLUMBING SHEETS
6" CGW (8)
8" GW (8)
8" GW (8)
6" CGW (8)
8" D (8)
4'-4"
7'-8"
6'-0"
4'-0"
DRAIN TRENCH
(TYP OF 3)
0'-9"
60 M 2
A
ROLLUP WINDOW
60 M 2
B
CONTROL VALVE
MOUNTED IN THE
VERTICAL2'-2"
(TYP)
1" F (31)
(TYP)
WATER BARREL
(BY OWNERS)
FORMALIN BARREL
(BY OWNER)
FORMALIN PUMP
CHEMICAL
STORAGE
CABINET
PIPE SUPPORT
(TYP)
1
60 M 3
1'-2"
1'-0"
0'-9"
1'-0"
0'-9"
60 M 2
C
8" GW (8)
6" CGW (8)
1'-0"
1'-1"
2'-8"
FE-60.1
FE-60.2
THERMOMETER
(TYP OF 2)
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A

R
L O
12
/
2
3
/
2
0
2
0
1
60 M 4 INCUBATION
TABLE
FORMALIN ROOM
(NOTE 3)
HB-1
NOTE 4
2" GW (8)
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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C
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Y
:
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.
B:
\
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1
1

-

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B
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H
A
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C
H
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\
6
0
0

-

D
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A
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A
N
I
C
A
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\
6
0

M

2
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
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n

S
t
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t
,

S
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e

2
0
2

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,

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3
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0
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9
7
3
6
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
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N
O
.

DA
T
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:
12
/
2
9
/
2
0
2
0

5
:
3
8

P
M
OX
B
O
W

F
I
S
H

H
A
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C
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Y

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ID
A
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P
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C
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P
A
N
Y
CO
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P
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F
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IN
C
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B
A
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N

S
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C
T
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N
S

A
N
D

D
E
T
A
I
L
S
ME
C
H
A
N
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C
A
L
DA592013.00
12/23/2020
60 M 2
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
SCALE:1/2" = 1'-0"
SECTION
60 M 1
A
NOTES:
1.STRUT SUPPORTS SHALL BE CONSTRUCTED OF FIBERGLASS AICKINSTRUT.
INCLUDE GUSSETS AND CONNECTION BOLTS AS REQUIRED, EVEN IF NOT
SHOWN HERE. ALL EXPOSED METAL SHALL BE STAINLESS STEEL.
2.SPACE HEADER PIPE SUPPORTS AT A MAXIMUM OF 4' O.C.
3.INSULATE 3 SIDES AND BOTTOM WITH 1" ARMACELL SHEET. COAT WITH
ARMACELL ARMA - CHECK T.
SUPPORT PIPE HEADER
FROM CEILING JOISTS1" F (31)
1"x1 14" ELBOW
8" GW (8)
6" CGW (8)(BEYOND)
IE 1,718.00' TYP
1 1/4" F (31)
DOUBLE STACK INCUBATORS
8" CGW (8)
IE 1,704.93'
V-60.10
2
60 M 3
FF EL 1,710.00'
SCALE:1/2" = 1'-0"
SECTION
60 M 1
B
THERMOMETER TYP AT
EACH INCUBATOR
1" SCH 80 PVC PIPE
1'-0"
3
60 M 3
THERMOMETER
(TYP OF 2)
INCUBATION
OVERFLOW BOX
1'-0"
1'-0"
1'-0"
1'-6"
1
-
0'-4"
0'-4"
0'-9"
TYP.
0'-9"
5 8" DIA SS ADHESIVE
ANCHORS (TYP OF 4)
6" DIA SCH 40
ALUM PIPE
14" 6061-T6 ALUM
PLATE (TYP)
NOTE 2
NOTE 3
SCALE:1-1/2" = 1'-0"
DETAIL
-
1
1'-6"
SCALE:1/2" = 1'-0"
SECTION
60 M 1
C
0'-4"
0'-3"
0'-4"
2"
0'-6"
2'-93 8"
0'-4"
2"
0'-4"
0'-2"
3 16"
1116" DIA x 2" LONG SLOTTED
HOLE FOR 5 8" DIA SS
ADHESIVE ANCHORS
(TYP OF 2)
4x4x14" MOUNTING TAB WITH 5 8" DIA x 4"
SS ADHESIVE ANCHOR, 18" NEOPRENE
ISOLATION PADS AND ISOLATION BOLT
KIT AT EACH WALL CONNECTION
(TYP OF 2)
NOTE 3
6 T
6 T
1'-0"2'-0"1'-0"7'-0"1'-0"
1'-0"
1'-11"2'-6"2'-7"
PIPE LOCATION WILL VARY
PER OVERFLOW BOX,
SEE PLAN VIEW
8" GW (8)6" CGW (8)
1'-6"
FROM AERATION
TOWER
8" GW (8)6" CGW (8)
V-60.9
2'-5"
6" D (8)
OVERFLOW DRAIN
TO TRENCH
6" OVERFLOW DRAIN
AT END OF TRENCH
1'-1"
IE 1,719.00' TYP IE 1,718.00' TYP
OVERFLOW
WSE 1,720.00'
6" OF (8)
2'-0"
3'-0"
V-60.10
THERMOMETER
IE 1,704.93'IE 1,704.93'
FE-60.2
FE-60.1
FE-60.2
SCH 40 ALUM PIPE
6" DIA FOR CGW
8" DIA FOR GW
REGI
S
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J
C
H

A
R
L O
12
/
2
3
/
2
0
2
0
INCUBATION
OVERFLOW BOX
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
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N
DA
T
E
RE
V
.
B:
\
I
D
A
H
O

P
O
W
E
R
\
1
1

-

O
X
B
O
W

F
I
S
H

H
A
T
C
H
E
R
Y
\
6
0
0

-

D
R
A
W
I
N
G
S
\
M
E
C
H
A
N
I
C
A
L
\
6
0

M

3
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
i
n

S
t
r
e
e
t
,

S
u
i
t
e

2
0
2

/

B
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DA592013.00
12/23/2020
60 M 3
BJ
C
BJ
Y
NA
G
9
5
9
7
5
P
E
NOTES:
1.MOUNT PUMP ON SHELF. SUPPORT SHELF OFF WALL ON SOUTH SIDE
OF CABINET WITH GUSSETED BRACKETS. CONSTRUCT SHELF WITH 1/4"
ALUMINUM PLATE.
SCALE:3/4" = 1'-0"
DETAIL
-
1
3/4" F (30)WEIGHT 3/4"
SUCTION TUBING
DRILL 1 1/8" HOLE IN
BUNG HOLE PLUG, SEAL
WITH SILICON SEALANT
FORMALIN BARREL
SUPPLIED BY OWNER
DRILL 1 1/2" HOLE IN
BUNG HOLE PLUG,
DO NOT SEAL.
CHEMICAL
STORAGE
CABINET
3/4" BULKHEAD PENETRATION
(3) PLACES. FITTINGS PROVIDED
BY STORAGE CABINET MFR.
3/4" F (31)
3/4" F (30)
PROVIDE ADEQUATE
LENGTH TO INSTALL AND
REMOVE SUCTION AND
RETURN CONNECTIONS
TO BARREL
MINIMIZE HEIGHT
ABOVE BARREL
TO PUMP SUCTION
CONNECTION
TO PUMP DISCHARGE
CONNECTION
3/4" F (31)
TO SUCTION/RETURN
CONNECTION VALVES
SYSTEM
RETURN
SCALE:3" = 1'-0"
DETAIL
-
4
SECURE TO AICKINSTRUCT
SYSTEM WITH SS HOLD
DOWN CLAMP
3" SCH 40 CLEAR PVC
PIPE. LENGH AS REQ'D
TO HOLD VOLUME OF
412 mL
SOCKET BY THREAD
COUPLING, TYP 2 PLACES
BUSHING AS REQUIRED
TOP AND BOTTOM
12" GATE VALVE
3 16" I.D. CLEAR
VINYL TUBING
12" SCH 40 CLEAR
PVC PIPE
12" GATE VALVE
12" GATE VALVE
3 16" ID CLEAR
VINYL HOSE
KENDELL MONOJECT VETERINARIAN
18x1A ALUMINUM HUB HYPODERMIC
NEEDLE OR EQUAL
12" SCH 40 CLEAR
PVC PIPE
FROM
SUPPLY LINE
ROUTE TO VENT
RETURN LINE
SCALE:1 1/2" = 1'-0"
DETAIL
60 M 2
2
SLOPE 2%
SLOPE 2%
FORMALIN SUPPLY
1
2
3 4
5
7
8
9
7
8
9
4
5
10 10
10 10
11
11
11
11
12 12
1212
13
13
14 14
3 3
33
GW SUPPLY
RETURN
SCALE:1 1/2" = 1'-0"
DETAIL
60 M 2
3
1 1
2
33
2'-6"
1'-0"
(TYP)
4 45
7
88
99
1010
11
11
10
12
12
12
12
13 13
10
11
13 13
4
-
14
14
1 5 8" DIA ROD
DOUBLE CHANNEL SECTION, LENGTH AS SHOWN
SINGLE CHANNEL SECTION, LENGTH AS REQUIRED
1 14" SCH 40 CLEAR PVC PIPE, SECURE WITH HOLD DOWN
CLAMPS
8" SCH 80 PVC PIPE, SECURE WITH HOLD DOWN CLAMPS
6" SCH 80 PVC PIPE, SECURE WITH HOLD DOWN CLAMPS
1" SCH 80 PVC PIPE, PROVIDE PIPE SADDLE OR TEE FOR
CONNECTION TO 6" PIPE
3 4" SCH 80 PVC PIPE
3 4" SCH 80 PVC GATE VALVE. PROVIDE RED HANDLES FOR
GW SUPPLY LINES AND BLUE HANDLES FOR CGW LINES.
3 16" I.D. CLEAR VINYL FLEXIBLE TUBING
12" SCH 80 PVC GATE VALVE
1" SCH 40 CLEAR PVC PIPE
12" SCH 40 CLEAR PVC PIPE
FORMALIN STORAGE VESSEL, SEE DETAIL 4/-
2
3
4
5
6
7
8
9
10
11
12
13
1 1/4" F (31)
ROUTE ABOVE
INCUBATIONS SUPPORT
FROM AICKINSTRUT
SUPPORT SYSTEM
1" F (31)
ROUTE ALONG
CEILING
3/16" F (30)
TYPICAL
1"x1 1/4" REDUCING
ELBOW
3' MIN VERTICAL DISTANCE
FORMALIN SYSTEM SCHEMATIC
NOT TO SCALE
3/4"x1" REDUCING ELBOW
1" F (31)
3/4" SCH 80 PVC GATE
VALVE, (5) PLACES
3/4"x1 1/4"
REDUCING ELBOW
3/4" F (31)
1 1/4" F (31)
FORMALIN BARREL,
BY OWNER
1
-
WATER BARREL
BY OWNER
SEE NOTE 1
1/2" GATE VALVE
(3) PER INCUBATOR
1/2" F (31)
TYPICAL
SLOPE 2%
SLOPE 2%
14
6
6
6
REGI
S
T
E
R
E
D

PROFES SI O N A L
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N
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NEE R

B R Y A N T J
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42
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PROJECT:
DATE:
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P
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DA592013.00
12/23/2020
60 M 4
KL
S
KL
S
NA
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9
5
9
7
5
P
E
6" GW (13)
4" GW (8)
4" GWP (8)
SUCTION DIFFUSER/
TRANSITION COUPLING
PUMP SUCTION
V-60.1
STR-60.1
V-60.2
V-60.3
12" AIR VENT
12" AV/AR
4" x 2 12"
REDUCER
6" x 4" REDUCER
6" x 4" REDUCING
TEE FOR PUMP SUCTION
GROUND WATER SUPPLY
FROM AERATION TOWER
FLEXIBLE
COUPLING
(TYP)
1" BLOW-
DOWN VALVE
(TYP)
TO HEAT
EXCHANGER
P-60.1
6" CONCRETE HOUSE-KEEPING
PAD (MIN)
FROM P-60.2
NOTE 1
NOTE:
1.SCHEMATIC AND EQUIPMENT CONFIGURATION
IDENTICAL FOR P-60.2.
2.ROUTE BLOW-DOWN VALVE WITH TUBING TO
NEAREST FLOOR DRAIN.
3.COORDINATE CONNECTIONS TO SUCTION HEADER
WITH OTHER PUMPING EQUIPMENT IN AREA.
6" GWP (13)
CHILLER ROOM FLOOR
REGI
S
T
E
R
E
D

PROFES S I O N A L
E
N
G
I
NEE R

B R Y A N T J
C
H
A

R
L O
12
/
2
3
/
2
0
2
0
10'-0"8'-6"
2'-6"
2'-0"
2'-6"
18'-6"
4" BACKSPLASH
CUT OUT FOR
UTILITY SINK
8
50 M 8 IODAPHOR
SYSTEM BELOW
INCUBATION TABLE PLAN
SCALE: 12" = 1'-0"
1
60 M 1
2'-8"
ADJUSTABLE TABLE
LEGS & BRACING BY
MANUFACTURER
18 GAUGE
STAINLESS STEEL
INCUBATION TABLE
ELEVATION
SCALE: 12" = 1'-0"
SHEET
DE
S
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:
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© Schnabel Engineering 2016 All Rights Reserved
42
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PROJECT:
DATE:
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P
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12/23/20
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PROFES SI O N A L
74
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3
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P
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1
M I CH A EL

GR
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F
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SON
12
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2
3
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2
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2
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Project:20DAC01Phone: [phone]
CH
I
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L
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B
A
Y

P
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A
N
60 M 5
OFFICE, INCUBATION &
CHILLER HVAC PLAN
SCALE:1/4"=1'-0"
1
SHEET
DE
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:
DR
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© Schnabel Engineering 2016 All Rights Reserved
42
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9
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3
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c
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PROJECT:
DATE:
ST
A
T
E

P
R
O
F
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S
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I
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N
A
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E
N
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N
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.

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DA592013.00
12/23/20
74
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4/
2
7
/
2
0
2
0

9
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74
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M I CH A EL

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F
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SON
12
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3
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2
0
2
0
Project:20DAC01Phone: [phone]
HV
A
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P
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A
N
60 H 1
1
OFFICE, INCUBATION AND
CHILLER HVAC PLAN
1/4"=1'-0"
SHEET
DE
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:
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42
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PROJECT:
DATE:
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P
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12/23/20
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2
7
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2
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2
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9
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F
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SON
12
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Project:20DAC01Phone: [phone]
PL
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B
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OFFICE, INCUBATION AND
CHILLER WASTE AND VENT PLAN
SCALE:1/4"=1'-0"
SHEET
DE
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© Schnabel Engineering 2016 All Rights Reserved
42
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c
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PROJECT:
DATE:
ST
A
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P
R
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F
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N
A
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12/23/20
74
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4/
2
7
/
2
0
2
0

9
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2

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PIT-60.1
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FIT-60.4
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BILL OF MATERIAL
ITEM QTY CATALOG DESCRIPTION MFG
1 TI-G80 8 PORT HARDENED INDUSTRIAL GIGABIT DIN RAIL SWITCH TRENDNET
1 1 1489-M1C150 CIRCUIT BREAKER, BULLETIN 1489 SERIES, 15A AB
2 32 1492-EAJ35 END ANCHOR AB
3 204 1492-J4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
4 50 1492-JG4 SCREW CONNECTION TERMINAL BLOCK; 1492-J AB
5 48 1492-JKD4 KNIFE DISCONNECT TERMINAL BLOCK AB
6 1 1492-REC15 DIN RAIL MOUNTED RECEPTACLE AB
7 57 1492-WFB424 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 10-57VAC/DC W/ LED INDICATION AB
8 12 1492-WFB4250 SCREW CONNECTION FUSED TERMINAL BLOCK; 1492-J, 15AMPS, BLACK COLOR, 30-12AWG, RATED VOLTAGE 100-300VAC W/ NEON INDICATION AB
9 2 1606-XLE120E SWITCHED MODE POWER SUPPLY, 1606 SERIES, 24-28VDC, 120W, 120/240VAC INPUT VOLTAGE AB
10 1 199-DR1 ZINC/STEEL DIN RAIL EN5022 (35mm x 7.5mm x 1mm)AB
11 5 199-DR2 2 METER ZINC/STEEL DIN RAIL EN5022 (35mm x 7.5mm x 1mm)AB
12 2 4983-DS120-401 120VAC SURGE SUPPRESSOR AB
13 32 700-HK32Z24-4 HK TYPE SLIM LINE RELAY, 24VDC, 8A, DPDT, 2 POLE WITH PILOT LIGHT AB
14 32 700-HN222 SCREW TERMINAL MINIATURE SOCKET AB
15 1 SFP1G-SX-85 CISCO GLC-SX-MM COMPATIBLE SFP TRANSCEIVER MODULE FS
16 1 A60P60 60 X 60 SUB PANEL HOFFMAN
17 1 A62H6012LP3PT TWO-DOOR WITH 3-POINT LATCHES AND FLOOR STANDS, TYPE 4 HOFFMAN
18 2 LEDA2M35 MAGNETIC MOUNT, IR MOTION SENSOR HOFFMAN
19 2 LPC72 72" POWER CABLE W/ LEADS HOFFMAN
20 19 GSC1 FUSE 5X20MM 250VAC, 1A, TIME DELAY MERSEN
21 41 GSC1/2 FUSE 5X20MM 250VAC, 1/2A, TIME DELAY MERSEN
22 8 GSC5 FUSE 5X20MM 250VAC, 5A, TIME DELAY MERSEN
23 1 GSC6 FUSE 5X20MM 250VAC, 6A, TIME DELAY MERSEN
24 2 BMXAMI0800 NON-ISOLATED ANALOG INPUT MODULE X80, 8 INPUTS MODICON
25 2 BMXAMI0810 8 CHANNEL ANALOG OUTPUT MODULE MODICON
26 2 BMXAMO0410 ISOLATED ANALOG OUTPUT MODULE X80, 4 OUTPUTS MODICON
27 1 BMXCPS3500 X80 PLATFORM POWER SUPPLY MODULE. 100...240VAC - 36W MODICON
28 3 BMXDDI1602 DISCRETE INPUT MODULE, M340, 16 INPUTS, 24 VDC SING MODICON
29 1 BMXP342020 M340 PROCESSOR MODULE MODICON
30 1 BMXXBE1000 BACKPLANE EXPANDER M340 MODICON
31 1 BMXXBP0800 M340 8 SLOT MOUNTING RACK MODICON
32 1 BMXXBP1200 M340 12 SLOT MOUNTING RACK MODICON
33 2 BMX DDO 1602 16 CHANNEL DIGITAL OUTPUT MODULE MODICON
34 6 C2WH6 2" COVER, WHITE PANDUIT
35 1 C3WH6 3" COVER, WHITE PANDUIT
36 8 CMDABLLCZIW LC KEYED ADAPTER MODULE PANDUIT
37 6 F2X4WH6 NARROW FINGER, SLOTTED WIRING DUCT PANDUIT
38 1 F3X4WH6 NARROW FINGER, SLOTTED WIRING DUCT PANDUIT
39 1 FDME8RG DIN RAIL MOUNT FIBER PATCH PANEL PANDUIT
40 1 FS-QS-2010 QUICKSERVER GATEWAY SIERRA MONITOR
41 1 SDU850A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT SOLA HD
42 1 TI-G160I 16 PORT HARDENED INDUSTRIAL GIGABIT DIN RAIL SWITCH TRENDNET
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DA592013.00
12/23/2020
70 S 1
MT
Q
MT
Q
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E
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5
9
7
5
P
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FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
SCALE:3/4" = 1'-0"
SECTION
-
A
SCALE:3/4" = 1'-0"
SECTION
-
F
SCALE:3/4" = 1'-0"
DETAIL
-
1
1/2" THK. JOINT FILLER
WITH 1" THK SEALANT
AT TOPVAPOR RETARDER
2" THK. SAND LAYER
SEE CIVIL
DWGS.
(TYPICAL AT SLAB / STEM WALL JOINTS)
0'-15
64"
0'-1"
0'-6"
1/2
-
#4@12" O.C. (TYP.)
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 12" O.C.
TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 24" O.C.
#4@12" O.C. E.F.
(TYP.)
SLAB ON GRADE
#4@12" O.C.
TIES (TYP.)
2x6 STUD WALL
AT 16" O.C.
TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 48" O.C.
#4@12" O.C.
(TYP.)
EL. +0'-0"
EL. -4'-8"
EL. +0'-0"
0'-6"
28'-5"28'-7"18'-6"15'-0"19'-0"
23'-1"
6'-2"
2'-9"
32'-0"
58'-0"19'-0"
-
F
1'-6"
0'-6"
-
F
SLAB ON GRADE
(TYP.)
SLAB ON
GRADE (TYP.)
NOTES:
1.COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL, MECHANICAL &
PLUMBING DRAWINGS.
2.BUILDING EXTERIOR DIMENSIONS ARE TO THE FACE OF WALL STUDS,
ALIGNED WITH THE FOUNDATION STEM WALL.
3.FOR INTERIOR WALLS LAYOUT, REFER ARCHITECTURAL DRAWINGS.
4.SLOPE GRADE SLAB TO DRAINS AT 1/8" PER FT TOWARDS THE DOORS.
5.CONCRETE FLOOR (GRADE SLAB) FINISH SHALL BE PER ARCHITECTURAL
SHEET GA-9 & SPECIFICATIONS.
6.FOR BUILDING COORDINATES, SEE CIVIL DRAWINGS.
7.WALLS INDICATED AS ARE SHEAR WALLS. SEE SHEAR WALLS SCHEDULE
ON SHEET GS-3 FOR SHEATHING, NAILING AND ANCHOR BOLT
REQUIREMENTS. EXTENT OF THE SHEAR WALL REQUIREMENTS INCLUDE
THE TOTAL LENGTH OF THE WALL INCLUDING ABOVE AND BELOW WINDOWS
AND DOORS UNLESS NOTED OTHERWISE.
8.PROVIDE 2x BLOCKING AT UNSUPPORTED EDGES. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL WALL COVERING REQUIREMENTS.
9.SEE SHEET GS-3 FOR HOLDOWNS (HD2/HD4/HD5) DETAILS.
HOLDDOWNS NOT MARKED SHALL BE HD2.
10.FOR PERIMETER UNDER DRAIN, SEE DETAIL C 243 ON SHEET GC-3.
12.PERIMETER INSULATION SHALL BE PROVIDED PER DETAILS ON SHEET 70 S 4
AND ARCHITECTURAL DRAWINGS.
12.FOR GRADING AROUND THE BUILDING, REFER TO CIVIL DRAWINGS.
0'-10"4'-0"
0'-10"
0'-10"
0'-10"
0'-10"
0'-10"
2'-4"
34'-0"
SCALE:3/4" = 1'-0"
SECTION
-
C
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 12" O.C.TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 24" O.C.
#4@12" O.C. E.F.
(TYP.)
#4@8" O.C.
TIES (TYP.)
EL. -4'-8"
EL. +0'-0"
1
-
SLAB ON GRADE
4'-0"
1'-0"
-
B
SCALE:3/4" = 1'-0"
SECTION
-
B
1'-0"
1/2
-
2'-4"
0'-10"
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 12" O.C.
TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 36" O.C.
#4@12" O.C. E.F.
(TYP.)
SLAB ON GRADE
#4@12" O.C.
TIES (TYP.)
EL. +0'-0"
EL. -4'-8"
-
B
-
C
-
A -
A
W2
W1
W1
W2
W2
W2
W3
W2
-
D
0'-6"
W2
HD5 HD5 HD5
HD4 HD5HD4
HD5
HD5
HD5 HD5
HD5
HD4
HD4
HD4 HD4
HD4
HD5
SCALE:3/4" = 1'-0"
SECTION
-
D
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 12" O.C.
TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 24" O.C.
#4@12" O.C. E.F.
(TYP.)
#4@8" O.C.
TIES (TYP.)
EL. -4'-8"
EL. +0'-0"
SLAB ON GRADE
-
E
3'-0"
3'-0"
-
D
SCALE:3/4" = 1'-0"
SECTION
-
E
#4@12" O.C. E.F.
(TYP.)
2x6 STUD WALL
AT 12" O.C.
TREATED 2x6 WITH
3/4" DIA. ANCHOR
BOLTS AT 24" O.C.
#4@12" O.C. E.F.
(TYP.)
#4@12" O.C.
TIES (TYP.)
EL. -4'-8"
EL. +0'-0"
SLAB ON GRADE
2'-4"
1'-0"
#4@12" O.C. E.F.
(TYP.)
#4@12" O.C. E.F.
(TYP.)
#4@12" O.C. E.F.
(TYP.)
3'-0"
1'-0"
SCALE:1" = 1'-0"
DETAIL
-
2
SLAB ON GRADE
VAPOR RETARDER
2" THK. SAND LAYER
4" EXTRUDED POLYSTYRENE
INSULATION
ALUMINUM ANGLE ANCHORED TO
CONCRETE SLAB PER COOLER
MANUFACTURER DETAILS
CAULKING
COOLER WALL PANEL
1'-0"
2'-4"
(INSULATION UNDER SLAB IN
FREEZER AREA PER DETAIL 2)
2
-
1/2
-
SLOPE SLOPE SLOPE SLOPE
C.J.
C.J.C.J.C.J.
C.
J
.
C.
J
.
C.
J
.
SLOPE
2x6 FRAME PLATE NAILED
TO TREATED SILL PLATE
(TYP.)
0'-6"
0'-6"
0'-6"
0'-6"
0'-6"
0'-23 4"0'-23 4"
0'-23 4"
0'-23 4"
0'-5"
SEE 10 C 1 FOR
COORDINATES
SEE 10 C 1 FOR
COORDINATE
SEE 10 C 1 FOR
COORDINATE
HD4
STUD WALL
0'-6"
4'-0"
4'-0"SLAB OUTLINE
4'-0"
C.
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.
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J
.
C.
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.
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.
C.
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.
C.
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.
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J
.
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.
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C.
J
.
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PROFES SI O N A L
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
70 S 2
MT
Q
MT
Q
JR
E
9
5
9
7
5
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RIDGE
SNOW RESTRAINTS
ROOF FRAMING PLAN
SCALE: 3/16" = 1'-0"
70S3
A
70S3
B
SL
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PRE
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RESTRAINTS
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(
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)
19'-0"58'-0"34'-0"
32'-0"
2'-0"
2'-0"
23'-1"
2'-0"
2'-0"
GS-2
1
GS-2
2
GS-2
4
5
GS-2
NOTES:
1.FOR ROOF LAYOUT & DETAILS, SEE ARCHITECTURAL SHEET 70 A 2.
2.GUTTERS, DOWNSPOUTS, ACCESS HATCHES & ROOF VENTILATION DETAILS SHALL BE PER ARCHITECTURAL DRAWINGS.
5:
1
2
5:
1
2
5:
1
2
5:
1
2
5:
1
2
5:
1
2
EAVE & GUTTER
EAVE & GUTTER
EAVE & GUTTER
EAVE & GUTTER
4
70 S 5
1
70 S 5
2
70 S 5
3
70 S 5 5
70 S 5
3
70 S 5
70 S 4
A
70 S 4
B
70 S 4
C
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
70 S 3
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
SCALE:3/16" = 1'-0"
SECTION
70 S 2
A
SCALE:1/4" = 1'-0"
SECTION
70 S 2
B
SCALE:1/4" = 1'-0"
SECTION
70 S 2
C
19'-0"29'-0"28'-6"
2'-0"
2'-0"34'-0"
18'-6"14'-6"
2'-0"
2'-0"
12'-0"
14'-0"14'-0"
12'-0"12'-0"
32'-0"
14'-0"
12
5
12
5
2'-0"2'-0"
32'-0"2'-0"2'-0"
SCALE:1/4" = 1'-0"
SECTION
70 S 2
D
23'-1"2'-0"2'-0"
PRE-ENGINEERED
WOOD TRUSSES (TYP.)
EL. +0'-0"
2x6 STUD WALL 2x6 STUD WALL
SLAB ON GRADE
(TYP.)
EL. +0'-0"
2x6 STUD WALL 2x6 STUD WALL
SLAB ON GRADE
(TYP.)
PRE-ENGINEERED
WOOD TRUSSES (TYP.)
EL. +0'-0"
SLAB ON GRADE
(TYP.)
EL. +0'-0"EL. +0'-0"EL. +0'-0"
PRE-ENGINEERED
WOOD TRUSSES (TYP.)
2x6 STUD WALL 2x6 STUD WALL
2x6 STUD WALL
2x6 STUD WALL
2x6 STUD WALL 2x6 STUD WALL
2x6 STUD WALL
SLAB ON GRADE
(TYP.)
INSULATION SEE
DETAIL 2 / 70 S 1
INSULATION SEE
DETAIL 2 / 70 S 1
12'-0"
EL. +12'-0"EL. +12'-0"
EL. +14'-0"
NOTES:
1.FOR WALL TYPES & DETAILS, SEE ARCHITECTURAL DRAWING GA-10.
12'-0"
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DA592013.00
12/23/2020
70 S 4
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
5 8" GWB
STANDING SEAM METAL ROOFING WITH
15# FELT UNDERLAYMENT, 15 32" OSB SHTG
(TYP.)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
R-48 FIBERGLASS
INSULATION
EL. +0'-0"
METAL FRAMING CONNECTORS
DOUBLE 2X6 AT TOP OF WALL
ARTIFICIAL STONE VENEER SIDING
WITH STONE SILL (TYP.)
15 32" STRUCTURAL OSB SHEATHING
R-21 BATT INSULATION
2X6 STUD WALL PER PLAN
VAPOR BARRIER
3
4" SANDED GRADE
STRUCTURAL SHEATHING
2X6 PRESSURE TREATED SILL PLATE
2" THK. R-10 PERIMETER
INSULATION, 2'-0" DEEP
(TYP.)
5 8" GWBDOUBLE 2x6 AT
TOP OF WALL
3
4" SANDED GRADE
STRUCTURAL SHEATHING
2X6 STUD WALL PER PLAN
2X6 PRESSURE
TREATED SILL PLATEEL. +0'-0"
5 8" GWB
DOUBLE 2x6 AT
TOP OF WALL
PRE-ENGINEERED
ROOF TRUSSES
2X6 PRESSURE
TREATED SILL PLATE
GUTTER AND FLASHING
VAPOR BARRIER
NOTES:
1.FOR WALL TYPES & DETAILS, SEE ARCHITECTURAL DRAWING GA-10.
SCALE:3/4" = 1'-0"
SECTION
70 S 2
A
SCALE:3/4" = 1'-0"
SECTION
70 S 2
B
SCALE:3/4" = 1'-0"
SECTION
70 S 2
C
TOP PLATE
EL. 14'-0"
STANDING SEAM METAL SIDING
(TYPICAL AT EXTERIOR WALLS)
(TYPICAL AT INTERIOR WALLS)
EL. +0'-0"
5 8" GWB
TOP PLATE
EL. 14'-0"
TOP PLATE
EL. 12'-0"
3
4" SANDED GRADE
STRUCTURAL SHEATHING
WATER RESISTANT BARRIER (WRB)
TOP PLATE
EL. 14'-0"
CONNECTION PER
DETAIL 7/GS-2 (TYP.)
REGI
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PROFES S I O N A L
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DA592013.00
12/23/2020
70 S 5
MT
Q
MT
Q
JR
E
9
5
9
7
5
P
E
TOP PLATES
ROOF TRUSSES
TOP PLATES
DOOR OPENING
3'-4"
TOP OF
SLAB
WALL STUDS
(2) 2x6 JACK STUD AT
OPENING
2x6 STUD WALL
(3) 2x8 HEADERS
DOOR OPENING
18'-0"
ROOF TRUSSES
TOP PLATES
5 1
2 x 21
GLULAM BEAM
DOOR OPENING
TOP OF SLAB
(4) 2x6 JACK STUDS
AT OPENING
TOP PLATES
5 1
2 x 21
GLULAM BEAM
DOOR OPENING
(TRUSSES NOT SHOWN)
(TRUSSES NOT SHOWN)
(3) 2x8 HEADERS
(ROOF NOT SHOWN)
DOOR OPENING
WALL STUDS
(3) 2x6 JACK STUDS
AT OPENING
TOP OF
SLAB
5 1
2 x13 1
2
GLULAM BEAM
TOP PLATES
10'-0"
TOP PLATES
5 1
2 x13 1
2
GLULAM BEAM
DOOR OPENING
WALL STUDS
WALL STUDS
(2) 2x6 JACK STUDS
AT OPENING
TOP OF
WALL
(3) 2x8 HEADERS
TOP PLATES
(ROOF NOT SHOWN)
WINDOW
OPENING
(3) 2x8 HEADERS
WALL STUDS
4'-0"
4'-0"
TOP PLATES
TOP PLATES
DOOR OPENING
5 1
2 x12
GLULAM BEAM
WALL STUDS
8'-0"
DOOR OPENING
WALL STUDS
(3) 2x6 JACK STUDS
AT OPENING
5 1
2 x12
GLULAM BEAM
TOP PLATES
(ROOF NOT SHOWN)
(2) KING STUDS
AT OPENING
(TYP.)
(4) KING STUDS
AT OPENING
(TYP.)
(3) KING STUDS
AT OPENING
(TYP.)
SCALE:1/2" = 1'-0"
DETAIL
70 S 2
1
SCALE:1/2" = 1'-0"
DETAIL
70 S 2
2
SCALE:1/2" = 1'-0"
DETAIL
70 S 2
3
SCALE:1/2" = 1'-0"
DETAIL
70 S 2
4 SCALE:1/2" = 1'-0"
DETAIL
70 S 2
5
SCALE:3/4" = 1'-0"
SECTION
-
C
SCALE:3/4" = 1'-0"
SECTION
-
A
SCALE:3/4" = 1'-0"
SECTION
-
B
SCALE:3/4" = 1'-0"
SECTION
-
E
SCALE:3/4" = 1'-0"
SECTION
-
D
-
A
-
B
-
C
-
D
-
E
(3) KING STUDS
AT OPENING
(TYP.)
SIMP.
A23
(2) SIMP.
SP6
SIMP.
LSTA15 E.F.
SIMP.
A23
SIMP.
SPH6
SIMP.
LSTA12 E.F.
SIMP.
A23
(2) SIMP.
SPH6
SIMP.
LSTA21 E.F.
TOP OF SLAB
REGI
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PROFES S I O N A L
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42
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DA592013.00
12/23/2020
70 M 1
NA
G
BJ
Y
BJ
C
9
5
9
7
5
P
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FREEZER ROOM PLAN
SCALE: 12" = 1'-0"
NOTES:
1.FINAL FREEZER DESIGN TO BE SUBMITTED BY FREEZER MFR FOR
APPROVAL. DRAWINGS SHOWN ARE CONCEPTUAL AND
ALTERNATIVE DESIGNS MAY BE ALLOWED PENDING APPROVAL BY
THE ENGINEER.
2.20 MBH FREEZER UNIT.
EVAPORATOR
VAPOR SEAL
TRAP
FLOOR SINK
DRAIN PIPE
(WRAP WITH HEAT TAPE IN
FREEZER APPLICATIONS)
COVER COPPER PIPE WITH
INSULATION PITCH SHOULD BE 4"/1'
DRAIN PAN
EVAPORATOR FAN
NOTE:
1.DRAIN PIPE SIZES VARY.
SEE FACTORY SPECIFICATIONS.
AIR FLOW
SCALE:1/2" = 1'-0"
SECTION
-
A
1'-0"
16'-0"
1'-6"8'-0"8'-0"
16'-0"
1'-0"
3'-0"
1'-0"
8'-0"
-
A
5'-1"
FLOOR SINK
8'-0"
REGI
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PROFES S I O N A L
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12/23/20
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Project:20DAC01Phone: [phone]
HV
A
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70 H 1
SHOP & STORAGE BUILDING
HVAC PLAN
1/4"=1'-0"
1
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42
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PROJECT:
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DECEMBER 23, 2020
250 SOUTH 5TH STREET
SUITE 510
BOISE, IDAHO 83702
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OREGON
PROJECT LOCATION
VICINITY MAP
GENERAL (VOLUME 1)
G - 0 COVER SHEET
G - 1 DRAWING LIST AND LOCATION MAPS
G - 2 SYMBOLS AND ABBREVIATIONS
G - 3 SITE SURVEY
G - 4 DESIGN CRITERIA & FLOW SCHEMATIC
G - 5 HYDRAULIC PROFILE
GC - 1 CIVIL NOTES
GC - 2 CIVIL DETAILS - I
GC - 3 CIVIL DETAILS - II
GC - 4 CIVIL DETAILS - III
GC - 5 CIVIL DETAILS - IV
GC - 6 CIVIL DETAILS - V
GL - 1 LANDSCAPING DETAILS - I
GA - 1 BUILDING DATA AND CODE ANALYSIS
GA - 2 ACCESSIBILITY REQUIREMENTS
GA - 3 ACCESSIBILITY REQUIREMENTS
GA - 4 ACCESSIBILITY REQUIREMENTS
GA - 5 DOOR AND WINDOW DETAILS
GA - 6 DOOR AND WINDOW DETAILS
GA - 6.1 DOOR AND WINDOW DETAILS
GA - 7 DOOR AND WINDOW DETAILS
GA - 7.1 DOOR AND WINDOW DETAILS
GA - 8 DETAILS
GA - 9 FINISH SCHEDULES AND INTERIOR ELEVATIONS
GA -10 FLOOR, WALL, ROOF TYPES
GA - 10.1 FLOOR, WALL, ROOF TYPES
GA - 11 BUILDING ENVELOPE ENERGY COMPLIANCE - SORTING BLDG
GA - 12 BUILDING ENVELOPE ENERGY COMPLIANCE - HATCHERY BLDG
GA - 13 BUILDING ENVELOPE ENERGY COMPLIANCE - SHOP BLDG
GS - 1 STRUCTURAL NOTES
GS - 2 WOOD FRAMING CONNECTION DETAILS
GS - 3 SHEAR WALL DETALS
GS - 4 STRUCTURAL DETAILS - I
GS - 5 STRUCTURAL DETAILS - II
GS - 6 STRUCTURAL DETAILS - III
GS - 7 STRUCTURAL DETAILS - IV
GS - 8 STRUCTURAL DETAILS - V
GS - 9 STRUCTURAL DETAILS - VI
GM - 1 MECHANICAL NOTES
GM - 2 PIPE SCHEDULE AND NOTES
GM - 3 MECHANICAL SCHEDULES
GM - 4 MECHANICAL DETAILS - I
GM - 5 MECHANICAL DETAILS - II
GM - 6 MECHANICAL DETAILS - III
GH - 1 HVAC LEGENDS AND NOTES
GH - 2 HVAC ENERGY COMPLIANCE
GH - 3 HVAC SCHEDULES - I
GH - 4 HVAC SCHEDULES - II
GH - 5 HVAC SCHEDULES - III
GH - 6 HVAC DETAILS - I
GH - 7 HVAC DETAILS - I
GH - 8 HVAC DETAILS - III
GP - 1 PLUMBING LEGEND AND NOTES
GP - 2 PLUMBING SCHEDULES AND DETAILS
GP - 3 PLUMBING DETAILS - I
GP - 4 PLUMBING DETAILS - II
GE - 1 ELECTRICAL LEGEND AND NOTES
GE - 2 ELECTRICAL IECC ENERGY COMPLIANCE
GE - 3 ELECTRICAL SCHEDULES
GE - 4 PANEL SCHEDULES
GE - 5 LIGHTING SCHEDULE AND DETAILS
GE - 6 STANDARD DETAILS
GE - 7 STANDARD DETAILS
GI - 1 LEGEND AND NOTES - I
GI - 2 LEGEND AND NOTES - II
GI - 3 INSTRUMENTATION SCHEDULE
GI - 4 PROCESS NETWORK DIAGRAM
GI - 5 CROWDER NETWORK DIAGRAM
GI - 6 CABLE SCHEDULE - I
GI - 7 CABLE SCHEDULE - II
GI - 8 DETAILS - I
GI - 9 DETAILS - II
AREA 10 - SITE (VOLUME 2)
10 D 1 SITE DEMOLITION PLAN
10 D 2 SITE PHOTOS - I
10 D 3 SITE PHOTOS - II
10 C 1 SITE PLAN
10 C 2 EROSION CONTROL & STAGING PLAN
10 C 3 PAVING, GRADING & DRAINAGE PLAN - I
10 C 4 PAVING, GRADING & DRAINAGE PLAN - II
10 C 5 YARD PIPING PLAN - I
10 C 6 YARD PIPING PLAN - II
10 C 7 YARD PIPING COORDINATE TABLE
10 C 8 SECTIONS AND DETAILS - I
10 C 9 SECTIONS AND DETAILS - II
10 LS 1 SOUTH AREA LANDSCAPING PLAN
10 LS 2 EAST AND WEST AREA LANDSCAPING PLAN
10 LS 3 NORTH AREA LANDSCAPING PLAN
10 LS 4 LANDSCAPING IRRIGATION SYSTEM DETAILS
10 S 1 VISITOR KIOSKS AND RESTROOMS
10 S 2 SHADE STRUCTURE DETAILS
10 S 3 EXISTING DORM BUILDING FOUNDATION DETAILS
10 M 1 SITE MECHANICAL DETAILS
10 E 1 SITE PLAN
10 E 2 SITE DEMO PLAN
10 E 3 SINGLE LINE - DEMO
10 E 4 SINGLE LINE - NEW
10 E 5 DETAILS
10 I 1 SITE INSTRUMENTATION PLAN
10 I 2 WELL PUMP P&ID
AREA 20 - RIVER INTAKE (VOLUME 2)
20 S 1 FOUNDATION PLAN & SECTIONS
20 S 2 ROOF FRAMING PLAN & DETAILS
20 S 3 SECTIONS & DETAILS - I
20 S 4 SECTIONS & DETAILS - II
20 M 1 INTAKE PLAN
20 M 2 SECTIONS
20 M 3 MECHANICAL DETAILS
20 M 4 MECHANICAL SUPPORT DETAILS
20 E 1 POWER PLAN
20 I 1 INTAKE PUMP STATION P&ID
20 I 2 INTAKE PLATFORM & AIRBURST BLDG INSTRUMENTATION PLAN
20 I 10 INT-RIO PANEL LAYOUT
20 I 11 INT-RIO PANEL BILL OF MATERIAL
20 I 12 INT-RIO PANEL SCHEMATIC 1
20 I 13 INT-RIO PANEL SCHEMATIC 2
20 I 14 INT-RIO PANEL SCHEMATIC 3
20 I 15 INT-RIO PANEL SHCEMATIC 4
20 I 16 INT-RIO PANEL SCHEMATIC 5
AREA 30 - AERATION TOWER (VOLUME 2)
30 S 1 PLAN AND SECTIONS
30 S 2 GRATING PLAN AND DETAILS
30 S 3 STAIRS PLAN AND DETAILS
30 M 1 TOWER PLAN
30 M 2 SECTIONS
30 M 3 SECTIONS & DETAILS
30 M 4 DISTRIBUTION BOX DETAILS
30 M 5 DETAILS
30 E 1 POWER AND LIGHTING PLAN
30 I 1 AERATION TOWER P&ID
30 I 2 INSTRUMENTATION PLAN
AREA 40 - ADULT HOLDING FACILITY (VOLUME 2)
40 A 1 FLOOR PLAN
40 A 2 ROOF PLAN
40 A 3 EXTERIOR ELEVATIONS
40 S 1 FOUNDATION PLAN
40 S 2 GRATING AND GUARDRAIL LAYOUT
40 S 3 ROOF FRAMING PLAN
40 S 4 BUILDING SECTIONS - I
40 S 5 BUILDING SECTIONS - II
40 S 6 BUILDING SECTIONS - III
40 S 7 BUILDING DETAILS
40 M 1 RACEWAY PLAN
40 M 2 RACEWAY PIPING PLAN
40 M 3 RACEWAY SECTIONS - I
40 M 4 FLOOR DIFFUSER & CROSS CHANNEL TAIL SCREEN
40 M 5 SLIDE GATE PLAN AND SECTIONS
40 M 6 TAIL SCREEN DETAILS
40 M 7 ROTATING STANDPIPE DETAILS
40 M 8 LIFE SAFETY
40 M 10 RACEWAY CROWDER PLAN & ISO
40 M 11 RACEWAY CROWDER POSITIONS
40 M 12 RACEWAY CROWDER SECTIONS
40 M 13 RACEWAY CROWDER DETAILS - I
40 M 14 RACEWAY CROWDER DETAILS - II
40 M 15 RACEWAY CROWDER DETAILS - III
40 M 16 CROSS CHANNEL CROWDER PLAN & ISO
40 M 17 CROSS CHANNEL CROWDER SECTIONS
40 M 18 CROSS CHANNEL CROWDER DETAILS - I
40 M 19 CROSS CHANNEL CROWDER DETAILS - II
40 M 20 CROSS CHANNEL CROWDER DETAILS - III
40 H 1 HVAC PLAN
40 E 1 POWER PLAN
40 E 2 LIGHTING PLAN
40 I 1 ADULT HOLDING P&ID
40 I 2 TYPICAL RACEWAY CROWDER P&ID
40 I 3 RACEWAY AREA INSTRUMENTATION PLAN
40 I 10 TYPICAL CONTROL PANEL LAYOUT
AREA 50 - SORTING AND SPAWNING FACILITY (VOLUME 2)
50 A 1 FIRST FLOOR PLAN
50 A 1.1 SECOND FLOOR PLAN
50 A 1.2 REFLECTED CEILING PLAN
50 A 2 ROOF PLAN
50 A 3 EXTERIOR ELEVATIONS
50 A 4 BUILDING SECTIONS
50 A 5 BUILDING SECTIONS
50 A 6 WALL SECTIONS
50 A 7 WALL SECTIONS
50 A 8 WALL SECTIONS
50 A 9 WALL SECTIONS
50 A 10 WALL SECTIONS
50 S 1 FOUNDATION PLAN
50 S 2 UPPER FLOOR & ROOF FRAMING PLAN
50 S 3 BUILDING SECTIONS - I
50 S 4 BUILDING SECTIONS - II
50 S 5 BUILDING DETAILS - I
50 S 6 BUILDING DETAILS - II
50 M 1 SORTING AREA PLAN
50 M 2 SPAWNING AREA PLAN
50 M 3 TRANSFER TUBE PLAN & SECTIONS
50 M 4 SECTIONS
50 M 5 SECTIONS & DETAILS
50 M 6 SPAWNING TANK FALSE FLOOR PLAN & SECTIONS
50 M 7 SPAWNING TANK FALSE FLOOR DETAILS
50 M 8 DETAILS - I
50 M 8.1 DETAILS - II
50 M 9 ADULT HOLDING LIFT SYSTEM PLAN AND SECTIONS
50 M 10 FISH LIFT PLAN & ISO
50 M 11 FISH LIFT PLAN & SECTIONS
50 M 12 BRAIL PLAN AND SECTIONS
50 M 13 UTILITY WATER SYSTEM
50 M 14 FORMALIN SYSTEM SCHEMATIC
50 H 1 HVAC 1ST FLOOR PLAN
50 H 2 HVAC 2ND FLOOR PLAN
50 P 1 PLUMBING WASTE AND VENT 1ST FLOOR PLAN
50 P 2 PLUMBING WASTE AND VENT 2ND FLOOR PLAN
50 P 3 PLUMBING WATER 1ST FLOOR PLAN
50 P 4 PLUMBING WATER 2ND FLOOR PLAN
50 E 1 POWER PLANS
50 E 2 LIGHTING PLANS
50 I 1 SORTING AND SPAWNING P&ID
50 I 2 BASKET CONTROL P&ID
50 I 3 INSTRUMENTATION PLAN
50 I 10 SB-RIO PANEL LAYOUT
50 I 11 SB-RIO PANEL BILL OF MATERIAL
50 I 12 SB-RIO PANEL SCHEMATIC 1
50 I 13 SB-RIO PANEL SCHEMATIC 2
50 I 14 SB-RIO PANEL SCHEMATIC 3
50 I 15 SB-RIO PANEL SCHEMATIC 4
50 I 16 SB-RIO PANEL SCHEMATIC 5
50 I 17 SB-RIO PANEL SCHEMATIC 6
50 I 18 BRAIL AND FEMALE HOLDING TANK SCHEMATIC
50 I 19 MALE HOLDING TANK AND BASKET LIFT SCHEMATIC
50 I 20 SB-LCP PANEL LAYOUT AND BILL OF MATERIAL
50 I 21 SB-LCP PANEL SCHEMATIC
50 I 22 SB-LCP PANEL SCHEMATIC 2
AREA 60 - HATCHERY BUILDING (VOLUME 2)
60 A 1 FLOOR PLAN
60 A 1.1 REFLECTED CEILING PLAN
60 A 2 ROOF PLAN
60 A 3 EXTERIOR ELEVATIONS
60 A 4 BUILDING SECTIONS
60 A 5 BUILDING SECTIONS
60 A 6 WALL SECTIONS
60 A 7 WALL SECTIONS
60 A 8 WALL SECTIONS
60 S 1 FOUNDATION PLAN
60 S 2 ROOF FRAMING PLAN
60 S 3 BUILDING SECTIONS - I
60 S 4 BUILDING SECTIONS - II
60 S 5 BUILDING SECTIONS - III
60 S 6 BUILDING SECTIONS - IV
60 S 7 HEADER DETAILS
60 M 1 HATCHERY BUILDING
60 M 2 INCUBATION SECTIONS AND DETAILS
60 M 3 INCUBATION DETAILS
60 M 4 HATCHERY BUILDING DETAILS
60 M 5 CHILLER BAY PLAN
60 H 1 HVAC PLAN
60 P 1 PLUMBING WASTE AND VENT PLAN
60 P 2 PLUMBING WATER PLAN
60 E 1 POWER PLAN
60 E 2 LIGHTING PLAN
60 I 1 CHILLED WATER LOOP P&ID
60 I 2 WATER CHILLER P&ID
60 I 3 WATER CHILLER P&ID 2
60 I 4 CHILLER ROOM GAS MONITORING P&ID
60 I 5 INSTRUMENTATION PLAN
60 I 10 OXB-CCP PANEL LAYOUT
60 I 11 OXB-CCP PANEL BILL OF MATERIAL
60 I 12 OXB-CCP PANEL SCHEMATIC 1
60 I 13 OXB-CCP PANEL SCHEMATIC 2
60 I 14 OXB-CCP PANEL SCHEMATIC 3
60 I 15 OXB-CCP PANEL SCHEMATIC 4
60 I 16 OXB-CCP PANEL SCHEMATIC 5
60 I 17 OXB-CCP PANEL SCHEMATIC 6
60 I 18 OXB-CCP PANEL SCHEMATIC 7
AREA 70 - SHOP AND STORAGE BUILDING (VOLUME 2)
70 A 1 FLOOR PLAN
70 A 1.1 REFLECTED CEILING PLAN
70 A 2 ROOF PLAN
70 A 3 EXTERIOR ELEVATIONS
70 A 4 BUILDING SECTIONS
70 S 1 FOUNDATION PLAN
70 S 2 ROOF FRAMING PLAN
70 S 3 BUILDING SECTIONS - I
70 S 4 BUILDING SECTIONS - II
70 S 5 HEADER DETAILS
70 M 1 FREEZER ROOM PLAN
70 H 1 HVAC PLAN
70 P 1 PLUMBING WASTE AND VENT PLAN
70 E 1 POWER PLAN
70 E 2 LIGHTING PLAN
70 I 1 INSTRUMENTATION PLAN
DRAWING LIST
REGIS
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MCC
DIP
GALV
CMP
CCP
EL
JT
LB POUND
JOINT
ELEVATION
CONCRETE CYLINDER PIPE
CORRUGATED METAL PIPE
GALVANIZED
DUCTILE IRON PIPE
MOTOR CONTROL CENTER
MANUALMANANCHOR BOLTAB
ADJ ADJUSTABLE
ALUMINUMALUM
APPO APPROVED
BLACK OR BLOCKBLK
BM BEAM OR BENCH MARK
BYPASS PIPEBP
CENTER TO CENTERCC
CLEARCLR
CI CAST IRON
CONSTRUCTION JOINTCJ
CONCRETE MASONRY UNITCMU
CHAIN LINK OR CENTERLINECL
CONCRETE OR CONCENTRICCONC
CONSTR CONSTRUCTION OR CONSTRUCT
COUPLINGCPLG
CTR CENTER
COUNTERSINKCTSK
D DRAIN
DETAILDET
DIA DIAMETER
DRAWINGDWG
EASTE
EA EACH
EACH FACE OR EXHAUST FANEF
ELECTRICAL OR ELECTRONICELEC
EQUIP EQUIPMENT
EXISTINGEXIST
EXP JT EXPANSION JOINT
FINISHED GRADEFG
FIG FIGURE
FINISHEDFIN
FLG FLANGED
FLOORFLR
FPS FEET PER SECOND
FEET OR FOOTFT
FTG FOOTING
GAGE OR GAUGEGA
GALLONGAL
HORSEPOWER OR HIGH PRESSUREHP
HORIZ HORIZONTAL
HYDRAULIC OR HYDRANTHYD
ID INSIDE DIAMETER
INSIDE FACEIF
IN INCH
INVERTINV
INVERT ELEVATIONIE
PVC POLYVINYL CHLORIDE PIPE
TYPICAL
MECHANICAL JOINTMJ
TYP
MAX MAXIMUM
MECHANICALMECH
MFR MANUFACTURER
MISCELLANEOUSMISC
N NORTH
NOT IN CONTRACTNIC
NTS NOT TO SCALE
OUTSIDE DIAMETEROD
OH OVER HEAD
OVERHEAD POWEROP
OPER OPERATOR OR OPERATING
PLATE, PROPERTY LINE OR PLACEPL
PSF POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCHPSI
QUANTITYQTY
RED REDUCER
REINFORCE OR REINFORCEDREINF
REQ'D REQUIRED
REVISIONREV
RPM REVOLUTIONS PER MINUTE
RIGHTRT
RWY RACEWAY
SOUTH, SINK, SECOND OR SLOPES
SCH SCHEDULE
SECTIONSECT
SHT SHEET
SIMILARSIM
STL STEEL
STAINLESSSTN
STN STL, SS STAINLESS STEEL
STRUCTURAL OR STRUCTURESTRUCT
SYM SYMMETRICAL OR SYMBOL
SPECIFICATIONSSPECS
SQ SQUARE
STATIONSTA
STD STANDARD
VARIES OR VARIABLEVAR
VERT VERTICAL
VOLUMEVOL
W WEST OR WASTE
WITHW/
W/O WITHOUT
WATER SURFACEWS
WEIGHTWT
WELDED WIRE MESHWWM
YARDYD
YEARYR
APPROXIMATEAPPROX
MINIMUM OR MINUTEMIN
EACH WAYEW
UNLESS NOTED OTHERWISEUNO
ABBREVIATIONS
CHLORINE SOLUTIONCLS
DP DIFFERENTIAL PRESSURE
FLANGE COUPLING ADAPTERFCA
FLOW INDICATOR TRANSMITERFIT
ORPER ORP EXHIBIT RETURN
ORPES ORP EXHIBIT SUPPLY
TOTAL CHLORINE EXHIBIT RETURNTCLER
TURBIDITY EXHIBIT RETURNTURER
TURBIDITY EXHIBIT SUPPLYTURES
MODULATINGMOD
POSITION INDICATINGPOS
CHECK VALVECKV
CONTROL VALVECV
HEAT EXCHANGERHE
HV HAND VALVE
LHO LOW HEAD OXYGENATOR
TRANSFORMERXFMR
R RADIUS, RISER, RETURN
PRESSURE INDICATING TRANSMITTERPIT
PRESSURE GAUGE WITH
DIAPHRAGM SEAL
PRESSURE SWITCH WITH
DIAPHRAGM SEAL
ORIFICE PLATE AND FLANGES
ROTAMETER (TOP/BOTTOM)
MOTOR OPERATOR FOR VALVES
MOTOR OPERATOR FOR VALVES
GATE VALVE
BUTTERFLY
VALVE
ECCENTRIC
PLUG VALVE
BALL VALVE
CHECK VALVE
PRESSURE
REDUCING VALVE
BACK-PRESSURE
VALVE
AIR VACUUM AND AIR
RELEASE ASSEMBLY
TEMPERATURE
CONTROL VALVE
SOLENOID
VALVE
MULTIPORT
VALVE - 3 WAY
NEEDLE VALVE
FLOAT OPERATED
VALVE
PRESSURE RELIEF
VALVE
DRAIN VALVE
HOSE BIBB
(FRONT)
HOSE BIBB
(PLAN)
HOSE BIBB
(SIDE)
(P = PNEUMATIC)
(M = ELECTRIC)
PRESSURE GAUGE
PRESSURE SWITCH
INJECTOR OR EDUCTOR
PIPE SUPPORT (IN PLAN)
BACK FLOW PREVENTOR
FLOW METER
GATE VALVE, BURIED WITH
VALVE BOX
BUTTERFLY VALVE, BURIED
WITH VALVE BOX
ECCENTRIC PLUG VALVE,
BURIED WITH VALVE BOX
LUBRICATED PLUG VALVE,
BURIED WITH VALVE BOX
TEE (PLAN VIEW)
SLEEVE TYPE COUPLING
FLANGED ADAPTER
MECHANICAL TYPE
COUPLING
FLEXIBLE COUPLING
UNION
QUICK DISCONNECT
COUPLER
CAPPED END OR
PLUGGED END
BLIND FLANGE
REDUCER OR INCREASER
STRAINER
DRAIN
UNIT HEATER
CENTRIFUGAL OR TURBINE
PUMP, OR FAN
TEE (TOP VIEW)
TEE (SIDE VIEW)
ELBOW (90)
ELBOW (DOWN)
ELBOW / TEE (SIDE)
PIPE END
PIPE CUT
PIPE BRAKE
ELBOW (45)
VENT
LIT LEVEL INDICATING TRANSMITTER
GW GROUND WATER
HYDRAULIC GRADE LINEHGL
MCM McMASTER-CARR
SHTG SHEATHING
BLOCKINGBLKG
GWB GYPSUM WALLBOARD
SYMBOLS SECTION AND DETAIL IDENTIFICATION
-
A
SCALE:*
SECTION
-
A
SECTION LETTER
DRAWING ON
WHICH SECTION
IS SHOWN
DRAWING ON
WHICH SECTION
IS CUT
SECTION IDENTIFICATION
DETAIL IDENTIFICATION
PIPE IDENTIFICATION
EQUIPMENT IDENTIFICATION
12" PW (8)
V-12.53
PIPE DIAMETER
FLUID ABBREVIATION
MATERIAL GROUP NUMBER
EQUIPMENT DESIGNATOR
AREA NUMBER
EQUIPMENT NUMBER
1
-SCALE:*
DETAIL
-
1
DETAIL NUMBER
DRAWING ON
WHICH DETAIL IS
SHOWN
DRAWING ON
WHICH SECTION
IS CALLED-OUT
STOP GATE
SLIDE GATE
SLUICE GATE
MANHOLE
FIRE HYDRANT
FLOW ARROW
PROCESS FLOW ARROW
PIPE MATERIAL CHANGE
EARTH
GRAVEL, RAINROCK, OR
AGGREGATE BASE
ROCK
ASPHALT
GRAVEL
FENCE
TRUE NORTH ARROW
WATER SURFACE ELEVATION
BREAK LINE
BENCHMARK (BM)
SURVEY MONUMENT
BOREHOLE
SURVEY CONTROL POINT
COORDINATE NUMBER
REVISION NUMBER
REVISION CLOUD
TOP OF CONCRETE / TOP OF CURBTOC
PROJECT NORTH ARROW
WP WATER PROOF
REGIS
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© Schnabel Engineering 2016 All Rights Reserved
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DA592013.00
12/23/2020
G-3
BJ
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95
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P
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0 30 15 60 90 FT
SCALE: 1"=30'
SN
A
K
E

R
I
V
E
R
PINE CREEK
EXISTING INTAKE
STRUCTURE
WELL NO.1
DOMESTIC
WELL HOUSE
FALL CHINOOK
RACEWAYS
HEAD
BOX
ABANDONED
RACEWAYS
EXISTING HATCHERY
BUILDING
CHILLER
ADULT HOLDING
PONDS
HATCHERY MANAGER'S
RESIDENCE
DORM
BUILDING
GARAGE/STORAGE
AIR BURST
EQUIPMENT BUILDING
NOTES:
1.SURVEY COMPLETED BY QUADRANT CONSULTING, INC. ON FEBRUARY 28, 2020 USING DIGITAL IMAGRY SHOT FROM A DJI
PHANTOM4 PRO UAV. THE DATA WAS PROCESSED USING PIX4D MAPPER VERSION 4.5.3. GROUND CONTROL POINTS WERE
SURVEYED WITH TRIMBLE RTK GPS EQUIPMENT.
2.HORIZONTAL DATUM - NAD83 (POLYCONIC) OREGON STATE PLAN NORTH, INTERNATIONAL FEET-GRID.
3.VETICAL DATUM - NAVD 1988 USING GEOID 18.
4.LOCATIONS OF EXISTING UNDERGROUND PIPING IS APPROXIMATE.
NO.NORTHING EASTING ELEVATION DESCRIPTION
97 N 497593.10 E 914036.19 1701.92 12" REBAR WITH QCI CAP
98 N 497303.96 E 9144941.00 1705.82 12" REBAR WITH QCI CAP
99 N 497135.70 E 9145404.14 1699.27 12" REBAR WITH QCI CAP
1470 N 497321.10 E 9145109.00 1704.73 CHISELED 'X'
3323 N 497379.74 E 9145227.44 1703.61 SETNAIL
3324 N 497517.03 E 9145138.26 1702.93 SETNAIL
3330 N 497283.76 E 9145294.06 1702.58 SETNAIL
3331 N 497196.81 E 9145353.96 1701.24 SETNAIL
CONTROL TABLE
36" DIA CMP
TOP EL = 1,694.18'
24" DIA CMP
TOP EL 1,699.22'
24" DIA CMP
TOP EL 1,698.39'
TOC EL 1,704.25' +/-
WELL NO.2
POTABLE WATER TO
HATCHERY BUILDING
4" DIA PVC GROUND
WATER SUPPLY
2" IRRIGATION SUPPLY
18" DIA WATER
SUPPLY (TYP OF 2)
2" PRESSURE SEWER FROM
HATCHERY BUILDING
1,705
1,706
1,707
1,705
1,
7
0
5
1
,
7
0
4
1,
7
0
3
1,
7
0
4
1,703
1,
7
0
2
1
,
7
0
1
1
,
7
0
0
1
,
7
0
0
1,
7
0
0
1
,
6
9
5
1,6
9
0
1,6
9
5
1
,
7
0
6
1,
7
0
6
1
,
7
0
5
1,702
1,70
3
1
,
7
0
0
1,
6
9
0
1
,
6
9
5
1
,
7
0
5
1,70
4
OP OVERHEAD POWER
CHAIN LINK FENCE
TEMPORARY BENCH MARK
FENCE GATE
POWER POLE
FO FIBER OPTICS LINE
W WATER LINE
SS SANITARY SEWER LINE
IRRIGATION CONTROL VALVE
TELEPHONE PEDESTALT
WATER VALVE / WELLW
ICV
IR IRRIGATION LINE
LEGEND
OP
FO
SS
W
IR
20'x20' SAND
BED
1,000 GAL
SEPTIC/DOSING TANK
TO DOMESTIC
WATER TANK
TO/FROM IRRIGATION
WATER TANK
TO DRAINFIELD
1
,
6
9
0
1
,
6
8
5
1
,
6
8
0
1,675
1
,
6
8
0
1,6
8
5
1
,
7
0
0
1
,
6
9
5
1,700
1,695
IR TELEPHONE AND ALARMT
ISOLATION VALVE
FROST FREE VALVE
DOSING TANK
SEPTIC TANK
IRRIGATION
VALVE BOX
DOMESTIC WELL
REGIS
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LIFT STATION
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© Schnabel Engineering 2016 All Rights Reserved
42
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DA592013.00
12/23/2020
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DESIGN CRITERIA
CRITERIA UNITS VALUE COMMENTS
WELL NO. 1 CAPACITY GPM 200
WELL NO. 2 CAPACITY GPM 400
BIOLOGICAL PROGRAM
STEELHEAD ADULT HOLDING
BROODSTOCK NO.750 375 FEMALES, 375 MALES
TRANSFER FISH NO.1,000 500 FEMALES, 500 MALES
MAX. ADDITIONAL FISH NO.1,000
SPRING CHINOOK ADULT HOLDING
BROODSTOCK NO.260 130 FEMALES, 130 MALES
TRANSFER FISH NO.500 250 FEMALES, 250 MALES
MAX. ADDITIONAL FISH NO.1,000
WATER SUPPLY SYSTEM
INCUBATION GPM 140 GROUND WATER
ADULT HOLDING GPM 7,650 SURFACE WATER
ADULT HOLDING RACEWAYS
NUMBER NO.6
FLOW PER RWY GPM 1,000
INCUBATION
TYPE --16 TRAY HEATH DOUBLE STACKS
NUMBER OF DOUBLE STACKS NO.28
FLOW PER INCUBATOR GPM 5 PER DOUBLE STACK
FE
TIT
FE
FE
TIT
DRAIN TO
SNAKE RIVER
OVERFLOW TO
SNAKE RIVER
AERATION TOWER
CROSS CROWDER
CHANNEL
ADULT HOLDING
RACEWAYS 1-6
WELL PUMP 1 WELL PUMP 2
P-20.1
P-20.2
V-20.4
V-20.5
V-20.6
V-20.1
V-20.2
V-20.3
V-10.1
FE-10.1
V-10.2 V-10.3
V-10.4
P-10.1
P-10.2
FE-10.2
V-10.5
V-10.6
V-10.7
V-10.8
V-10.9
V-10.10
V-10.11
V-60.1
P-60.1
V-60.2
V-60.3
V-60.5
P-60.2
V-60.6
V-60.7
FE-60.1 V-60.10
AER-30.1
V-10.15
V-10.14
V-10.16
V-10.17
TRUCK FILL STATIONV-10.18
V-30.10
V-30.9
CHILLER
RECIRCULATION
LOOP - SEE GH-9
G-40.6
G-40.5
G-40.4
G-40.3
G-40.2
G-40.1
AER-30.2
24" SW (13)
6" GW (13)
8" GW (13)
36" D (13)
12" SW (13)(TYP EA. RACEWAY)
6" CGW (13)
6" SW (13)
4" GW (13)
4" SW (13)
4" CGW (13)
V-60.8
HOSE BIBS LOCATED AROUND
SITE (SEE YARD PIPING PLAN)
8" D (13)
4" CGW (13)
6" GW (13)
MALE & FEMALE
SPAWNING TANKS
V-10.12
V-10.13
V-10.19
TO FISH TRANSFER TUBES
AND SORTING TABLE
V-50.9
V-50.10
V-50.11
V-50.12
P-50.4
V-50.13
V-50.14
P-50.3
P-50.2
P-50.1
TNK-50.1
V-50.7
V-50.8
V-50.16
V-50.15
DRAIN
V-50.1
V-50.2
V-50.3
V-50.4
V-50.5 V-50.6
EXISTING
MUD VALVE
TNK-50.2
INCUBATORS I-60.1 THRU I-60.7
INCUBATORS I-60.8 THRU I-60.14
INCUBATORS I-60.15 THRU I-60.21
INCUBATORS I-60.22 THRU I-60.28
6" CGW (8)
8" GW (8)
FE
FE-10.3
TIT
FE
TIT
FE-60.2
V-60.11
V-30.1
V-30.2 - V-30.8
V-10.20 - V.10.26
V-40.1
V-40.2 TO FALSE WEIR
TO FLOOR DIFFUSER
OVERFLOW BOX
M
M
NOTES
1.NOT ALL DRAINS ARE SHOWN - SEE YARD PIPING PLANS FOR DETAILS.
V-60.4
V-60.9
REGIS
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PROJECT:
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N
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DA592013.00
12/23/2020
G-5
BJ
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BJ
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JR
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95
9
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P
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ADULT HOLDING HYDRAULIC PROFILE
SCALE: NTS
INCUBATION HYDRAULIC PROFILE
SCALE: NTS
1,670.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
1,670.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
1,670.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
1,680.00'
1,690.00'
1,700.00'
1,710.00'
1,720.00'
1,730.00'
1,740.00'
100-YR WSE
1,709.55'
DESIGN MINIMUM
WSE 1,686.45'
100-YR WSE
1,709.55'
DESIGN MINIMUM
WSE 1,686.45'
SNAKE RIVER
AERATION TOWER
ADULT HOLDING RACEWAYS
RIVER INTAKE
NORMAL OPERATING
WSE 1,708.10'
OPERATING SURFACE
WATER EL 1,723.90'
OPERATING GROUND
WATER EL 1,724.90'
TEE SCREEN
CL EL 1,683.00'
HYDRAULIC GRADE
LINE (TYP)
INCUBATION
AERATION TOWER
100-YR WSE
1,709.55'
DESIGN MINIMUM
WSE 1,686.45'
SNAKE RIVER
OPERATING SURFACE
WATER EL 1,723.90'
OPERATING GROUND
WATER EL 1,724.90'
HYDRAULIC GRADE
LINE (TYP)
OVERFLOW
WSE 1,720.00'
FF EL 1,710.00'
BULK AERATORS
BULK AERATORS
WELL NO. 1 AND 2
DESIGN WELL
WATER SURFACE
ELEVATION 1,781.64'
REGIS
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TOW EL 1,713.10'
SHEET
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:
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PROJECT:
DATE:
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N
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DA
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12
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2
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5
:
2
7

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B
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DA592013.00
12/23/2020
GC-1
BJ
C
BJ
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NA
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95
9
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5
P
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GENERAL CIVIL NOTES
1.PRIOR TO THE START OF CONSTRUCTION, LOCATE ALL EXISTING UTILITIES, MONITORING WELLS AND CONTROL POINTS IN AND AROUND
THE AREA OF CONSTRUCTION. CALL FOR UTILITY LOCATE BEFORE DIGGING.
2.FACILITIES AND UNDERGOUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS. NEITHER THE OWNER
NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR INFRASTRUCTURE NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE
CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS AND SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO
PROTECT EXISTING INFRASTRUCTURE WHETHER SHOWN OR NOT.
3.THE CONTACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS, WHICH ARE TO REMAIN IN
PLACE, FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR
RECONSTRUCTED TO THE ENGINEER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4.THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HEALTH SERVICES AND OREGON DEQ CRITERIA FOR THE
SEPARATION OF WATER MAINS AND SANITARY SEWERS.
5.ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF PROPERLY OFFSITE IN ACCORDANCE WITH THE AUTHORITIES
HAVING JURISDICTION. ANY SALVAGEABLE MATERIALS OR EQUIPMENT SHALL BE THE PROPERTY OF THE OWNER AND MOVED BY THE
CONTRACTOR TO A LOCATION AS DIRECTED BY THE OWNER.
6.ALL BUILDING COORDINATES ARE TO OUTSIDE CORNER OF CONCRETE UNO. SEE 10 C 1.
7.PROVIDE A MINIMUM OF 36 INCHES COVER ON ALL PIPELINES UNLESS OTHERWISE SHOWN OR DIRECTED.
8.PIPE ELEVATIONS SHOWN ARE TO INVERT OF CONDUIT UNO.
9.STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN INVERTS SHOWN.
10.THRUST BLOCKS SHALL BE INSTALLED AT ALL PIPE BENDS GREATER THAN 15 DEGREES, WYES AND TEES WHEN NONRESTRAINED PIPE
JOINTS ARE USED. SEE STANDARD DETAIL 231/GC-3.
11.ALL PIPING UNDER THE ZONE OF INFLUENCE OF STRUCTURES OR CONCRETE SLABS SHALL BE ENCASED IN CONCRETE. THE ZONE OF
INFLUENCE IS DEFINED WITH A 1:1 SLOPE FROM THE EXTERIOR LOWER CORNER OF THE STRUCTURE TO THE INVERT OF THE PIPE.
12.PROVIDE A SEEP RING ON ALL PIPE PENETRATIONS THROUGH WATER RETAINING AND HYDRAULIC STRUCTURES.
13.ADJUST ALL VALVE BOXES, PULL BOXES AND MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. MANHOLES IN
OPEN FIELDS AND LANDSCAPE AREAS SHALL BE SET ONE FOOT ABOVE GRADE.
14.ALL BURIED VALVE INSTALLATIONS SHALL HAVE STEMS BROUGHT TO GRADE WITH A 2" AWWA NUT AND VALVE COVER UNO. SEE
STANDARD DETAIL 248/GC-4.
15.ALL TRENCHING AND BACKFILL SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS.
16.PRIOR TO ANY CONNECTION TO EXISTING UTILITIES, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND WITH THE
CORRESPONDING AGENCIES.
17.CONTRACTOR SHALL PROVIDE TWO FLEXIBLE SLEEVE COUPLING(S) FOR EACH PIPE PENETRATING A WALL, OR UNDER A BUILDING, IN
ACCORDANCE WITH THE STANDARD DETAILS WHETHER REFLECTED ON THE DRAWINGS OR NOT.
18.ALL SIDEWALKS AND SITE GRADING SHALL BE ADA COMPLIANT AND MEET THE APPLICABLE REQUIREMENTS AND STANDARDS OF THE
TRANSPORTATION DEPARTMENT HAVING JURISDICTION. NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN
THE STANDARDS AND THESE DRAWINGS.
19.WHERE REPLACING OR ADJOINING TO EXISTING PAVEMENT, GRADING OF NEW CONSTRUCTION SHALL MATCH EXISTING
INFRASTRUCTURE UNLESS NOTED OTHERWISE.
20.PROVIDE ALL SHEETING AND SHORING REQUIRED TO PROTECT EXISTING AND NEW INFRASTRUCTURE, AND AS REQUIRED TO COMPLETE
THE WORK.
21.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AROUND BURIED AND OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL
PERFORM ALL WORK IN ACCORDANCE WITH REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND THE OWNER OF THE ELECTRIC
LINES.
REGIS
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DA592013.00
12/23/2020
GC-2
SN
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BJ
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REGIS
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248
GC-4
SHEET
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PROJECT:
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DA592013.00
12/23/2020
GC-3
SN
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REGIS
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PROFES SI O N A L
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PROJECT:
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1
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DA592013.00
12/23/2020
GC-4
SN
D
SN
D
BJ
C
95
9
7
5
P
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SECTION
SCALE:
REGIS
T
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D

PROFES SI O N A L
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N
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NEE R
B R Y A N T J C
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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PROJECT:
DATE:
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P
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DA592013.00
12/23/2020
GC-5
SN
D
SN
D
BJ
C
95
9
7
5
P
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246
GC-4
248
GC-4
REGIS
T
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R
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D

PROFES SI O N A L
E
N
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NEE R
B R Y A N T J C
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© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
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S
t
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c
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PROJECT:
DATE:
ST
A
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P
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S
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E
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:
12
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DA592013.00
12/23/2020
GC-6
SN
D
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D
BJ
C
95
9
7
5
P
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REGIS
T
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D

PROFES SI O N A L
E
N
G
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NEE R
B R Y A N T J C
H
A
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L O
12
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2
3
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0
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S
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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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c
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PROJECT:
DATE:
ST
A
T
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P
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S
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N
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E
N
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N
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:
12
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2
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5
:
2
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DA592013.00
12/23/2020
GL-1
JR
E
SN
D
JR
E
95
9
7
5
P
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GENERAL IRRIGATION NOTES
1.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, TREE AND SHRUB LOCATIONS, AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF ALL WORK.
2.SUBMIT ALL SYSTEM COMPONENTS FOR REVIEW PRIOR TO COMMENCEMENT OF WORK.
3.SEE SPECIFICATIONS AND DETAILS AS THEY APPLY TO THIS AND RELATED WORK.
4.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES PRIOR TO COMMENCING WORK. REPAIR ANY
DAMAGE CAUSED DURING THE PERFORMANCE OF WORK AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUST SPRINKLER EQUIPMENT LOCATIONS TO AVOID CONFLICTS WITH UTILITIES AND PLANT MATERIALS. LINE
SIZES SHOWN ARE MINIMUM.
5.THE CONTRACTOR SHALL SIZE AND DESIGN IRRIGATION SYSTEM IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.
6.BECAUSE OF THE SCALE OF THE IRRIGATION DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE
STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN WORK ACCORDINGLY.
7.THE CONTRACTOR SHALL SUBMIT DRAWINGS OF ANY PROPOSED CHANGES TO THE IRRIGATION SYSTEM TO THE ENGINEER PRIOR TO COMMENCING ANY WORK IN THE FIELD. THE DRAWINGS SHALL SHOW NUMBER OF
HEADS, SOAKER HOSE, PLACEMENT OF ALL VALVES, MAIN-LINE CONNECTIONS, LATERALS, SUBSURFACE IRRIGATION LAYOUTS, AND OTHER PERTINENT ITEMS. THESE DRAWINGS SHALL BE APPROVED PRIOR TO
COMMENCING WORK.
8.THE NUMBER OF SPRINKLERS AND SPACING SHALL BE VERIFIED BY THE CONTRACTOR BASED ON SITE SPECIFIC SOIL CONDITIONS AND PLANT MATERIAL CHARACTERISTICS AS RECOMMENDED BY THE MANUFACTURER.
9.THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE. THIS WORK SHALL INCLUDE SELECTING THE OPTIMUM FLOW RATE TO SERVE THE EXISTING SITE CONDITIONS AND
SPECIFIED PLANT MATERIALS AND TO THROTTLE THE FLOW AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH STATION.
10.THE MAINLINE SHALL BE LOCATED THREE FEET FROM ALL PAVEMENTS WHERE POSSIBLE.
REGIS
T
E
R
E
D

PROFES SI O N A L
E
N
G
I
NEE R
B R Y A N T J C
H
A
R
L O
12
/
2
3
/
2
0
2
0
PROJECT GENERAL NOTES
BUILDING CODES
SHEET
DE
S
I
G
N
E
D

B
Y
:
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A
W
N

B
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:
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© Schnabel Engineering 2016 All Rights Reserved
42
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9
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PROJECT:
DATE:
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P
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12/23/2020
GA-1
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4/
3
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9
:
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9

A
M
ADULT HOLDING FACILITY
BUILDING CODE ANALYSIS
SORTING AND SPAWNING FACILITY
BUILDING CODE ANALYSIS
HATCHERY BUILDING
CODE ANALYSIS
SHOP AND STORAGE
BUILDING CODE ANALYSIS
49
9

M
A
I
N

S
T
R
E
E
T
(
2
0
8
)

3
4
3
-
2
9
3
1
BO
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2
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TSIGER S T A TEOF
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No
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A
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-
6
7
9
7
6.4
¼ max 6.4 1
2
¼
¼
6.4
½
13 6.4-13 1
2¼-½
(b)(a)
base
ar
m

ar
m
This Drawing Produced by the U.S. Access Board
60 min
1525
(a) Circular
60 min
1525
36

m
i
n
91
5
60

m
i
n
15
2
5
24

m
i
n
61
0
36 min
915
12 min
305
12 min
305
(b) T-Shaped
48 min
1220
30

m
i
n
76
0
8 min
205
max
150
6
17-25
430-635
9
m
i
n
23
0
11 min
280
25 max
635
9
m
i
n
23
0
9
m
i
n
23
0
4 max
100
X
³ 8
0
20
3
0
X
>

2
7
68
5
15

m
i
n
38
0
48

m
a
x
12
2
0
48

m
a
x
12
2
0
44

m
a
x
11
2
0
>20-25 max
510-635
20 max
510
(a)(b)
10 max
255
12
2
0
48

m
a
x
15

m
i
n
38
0
10 max
255
12
2
0
48

m
a
x
34

m
a
x
86
5
34

m
a
x
86
5
46

m
a
x
11
7
0
> 10-24 max
255-610
(a)
(b)
60

m
i
n
15
2
5
18 min
445
(a) Front Approach, Pull Side
ramp run landinglanding
60 min
1525 1525
60 min
landing
ramp run
ra
m
p

r
u
n
60 min
1525
60

m
i
n
15
2
5
at least as wide as ramp run
(a)
straight
(b)
change in direction
48

m
i
n
12
2
0
12 min *
305
(b) Front Approach,
Push Side
* If both closer and latch are provided
36 min
915
(c) Hinge Approach, Pull Side
60

m
i
n
15
2
5
42 min
1065
(d) Hinge Approach, Pull Side
54

m
i
n
13
7
0
42

m
i
n
*
12
2
0
24 min
610
(g) Latch Approach,
Push Side
* 48 min (1220) if closer is provided
42

m
i
n
*
*
10
6
5
12 min *
305
(e) Hinge Approach,
Push Side ** 48" min (1220) if both
22 min
560
(f) Latch Approach, Pull Side
48

m
i
n
*
12
2
0
24 min
610
* 54" min (1370) if closer is provided
latch are provided
* If both closer and
both closer and latch
are provided
SHEET
DE
S
I
G
N
E
D

B
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:
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A
W
N

B
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:
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D
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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S
t
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9
7
3
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a
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.
c
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PROJECT:
DATE:
ST
A
T
E

P
R
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F
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S
S
I
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N
A
L

E
N
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I
N
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12/23/2020
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I
C
E
4/
3
0
/
2
0
2
0

9
:
0
9

A
M
GENERAL ACCESSIBILITY REQUIREMENTS - COMMON AND PUBLIC AREAS EXCERPTS FROM ICC A117.1-2009
49
9

M
A
I
N

S
T
R
E
E
T
(
2
0
8
)

3
4
3
-
2
9
3
1
BO
I
S
E
,

I
D
A
H
O

8
3
7
0
2
T
A
O
I
D
A
H
O
.
C
O
M
E
R
E
TSIGER S T A TEOF
O
R
E
G
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
E
A
U
BO
I
S
E
,

I
D
A
H
O
No
.

A
R
I
-
6
7
9
7
38
1½ min
38
1½

m
i
n
12 min
305
XX
Note: X = tread depth
12 min
305
12 min
305
16-18
405-455
accessible water closets
60 min
56

m
i
n
14
2
0
1525
12 max
42 min
54 min
1370
305
1065
12 min
305
24 min
610
36 min
915
33

-

3
6
84
0

-

9
1
5
Se
c
t
i
o
n

6
0
9
.
4
33

-

3
6
84
0

-

9
1
5
Se
c
t
i
o
n

6
0
9
.
4
39

-

4
1
99
0

-

1
0
4
0
18

m
i
n
45
5
39 - 41
990 - 1040
mi
n
45
5
48

m
a
x
12
2
0
(a) Protruding Dispenser
Below Grab Bar
(b) Protruding Dispenser
Above Grab Bar
1-
1
/
2

m
i
n
38
Se
c
t
i
o
n

6
0
9
.
3
12 min
305
Section 609.3
24 min
610
18
48 max
1070 24 min
610
36 max
915
mi
n
45
5
(c) Recessed Dispenser
18
48

m
a
x
12
2
0
24 min
610
36 max
915
13
30° max3838
(b)
curved nosing
(c)
beveled nosing
(d)
angled riser
1½ max 1½ max
(a)
radius of tread edge
(typical for all profiles)
radius ½ max typical
34
-
3
8
86
5
-
9
6
5
(a)
stairs
(b)
ramps
86
5
-
9
6
5
34
-
3
8
(c)
walking surfaces
34
-
3
8
86
5
-
9
6
5
12 min
305
12 min
305
4 min
100
Curb (a)
4
100
Barrier (b)
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
D:
\
O
N
E
D
R
I
V
E

-

B
U
S
I
N
E
S
S
\
T
A
O
\
P
R
O
J
E
C
T
S
\
1
9
-
2
1
1

O
X
B
O
W

H
A
T
C
H
E
R
Y
\
D
W
G
\
1

G
E
N
E
R
A
L

A
R
C
H
I
T
E
C
T
U
R
A
L

S
H
E
E
T
S
\
1
9
-
2
1
1

G
A
-
2
-
4

A
C
C
E
S
S
I
B
I
L
I
T
Y

R
E
Q
U
I
R
E
M
E
N
T
S
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
i
n

S
t
r
e
e
t
,

S
u
i
t
e

2
0
2

/

B
o
i
s
e
,

I
d

8
3
7
0
2
Ph
o
n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
e
l
-
e
n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
OX
B
O
W

F
I
S
H

H
A
T
C
H
E
R
E
Y

R
E
N
O
V
A
T
I
O
N
ID
A
H
O

P
O
W
E
R

C
O
M
P
A
N
Y
CO
P
P
E
R
F
I
E
L
D
,

O
R
E
G
O
N
AC
C
E
S
S
I
B
I
L
I
T
Y

R
E
Q
U
I
R
E
M
E
N
T
S
AR
C
H
I
T
E
C
T
U
R
A
L
DA592013.00
12/23/2020
GA-3
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
4/
3
0
/
2
0
2
0

9
:
0
9

A
M
GENERAL ACCESSIBILITY REQUIREMENTS - COMMON AND PUBLIC AREAS EXCERPTS FROM ICC A117.1-2009
49
9

M
A
I
N

S
T
R
E
E
T
(
2
0
8
)

3
4
3
-
2
9
3
1
BO
I
S
E
,

I
D
A
H
O

8
3
7
0
2
T
A
O
I
D
A
H
O
.
C
O
M
E
R
E
TSIGER S T A TEOF
O
R
EG
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
E
A
U
BO
I
S
E
,

I
D
A
H
O
No
.

A
R
I
-
6
7
9
7
56

m
i
n
14
2
0
1525
60 min
(a) wall hung water closet - adult (b) floor mounted water closet - adult
and children's water closet
60 min
1525
59

m
i
n
15
0
0
4 max
100
10
0
52

m
i
n

alternate
door
location
42

m
i
n
10
6
5
48 min
1220
91
5
36

m
i
n
36
915
91
5
36
control
wall
back wall
seat
wall
36

m
a
x
15
-
3
6
38
0
-
9
1
5
91
5
(a)
top loading
(b)
front loading
56 min
1420
or
13
2
0
4
m
a
x
55

m
i
n

13
9
5
oror
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
D:
\
O
N
E
D
R
I
V
E

-

B
U
S
I
N
E
S
S
\
T
A
O
\
P
R
O
J
E
C
T
S
\
1
9
-
2
1
1

O
X
B
O
W

H
A
T
C
H
E
R
Y
\
D
W
G
\
1

G
E
N
E
R
A
L

A
R
C
H
I
T
E
C
T
U
R
A
L

S
H
E
E
T
S
\
1
9
-
2
1
1

G
A
-
2
-
4

A
C
C
E
S
S
I
B
I
L
I
T
Y

R
E
Q
U
I
R
E
M
E
N
T
S
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
i
n

S
t
r
e
e
t
,

S
u
i
t
e

2
0
2

/

B
o
i
s
e
,

I
d

8
3
7
0
2
Ph
o
n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
e
l
-
e
n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
OX
B
O
W

F
I
S
H

H
A
T
C
H
E
R
E
Y

R
E
N
O
V
A
T
I
O
N
ID
A
H
O

P
O
W
E
R

C
O
M
P
A
N
Y
CO
P
P
E
R
F
I
E
L
D
,

O
R
E
G
O
N
AC
C
E
S
S
I
B
I
L
I
T
Y

R
E
Q
U
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R
E
M
E
N
T
S
AR
C
H
I
T
E
C
T
U
R
A
L
DA592013.00
12/23/2020
GA-4
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
4/
3
0
/
2
0
2
0

9
:
0
9

A
M
GENERAL ACCESSIBILITY REQUIREMENTS - COMMON AND PUBLIC AREAS EXCERPTS FROM ICC A117.1-2009
49
9

M
A
I
N

S
T
R
E
E
T
(
2
0
8
)

3
4
3
-
2
9
3
1
BO
I
S
E
,

I
D
A
H
O

8
3
7
0
2
T
A
O
I
D
A
H
O
.
C
O
M
E
R
E
TSIGER S T A TEOF
O
R
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G
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
E
A
U
BO
I
S
E
,

I
D
A
H
O
No
.

A
R
I
-
6
7
9
7
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
D:
\
O
N
E
D
R
I
V
E

-

B
U
S
I
N
E
S
S
\
T
A
O
\
P
R
O
J
E
C
T
S
\
1
9
-
2
1
1

O
X
B
O
W

H
A
T
C
H
E
R
Y
\
D
W
G
\
1

G
E
N
E
R
A
L

A
R
C
H
I
T
E
C
T
U
R
A
L

S
H
E
E
T
S
\
1
9
-
2
1
1

G
A
-
5
-
9

D
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T
A
I
L
S

-

S
C
H
E
D
U
L
E
S
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
i
n

S
t
r
e
e
t
,

S
u
i
t
e

2
0
2

/

B
o
i
s
e
,

I
d

8
3
7
0
2
Ph
o
n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
e
l
-
e
n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
OX
B
O
W

F
I
S
H

H
A
T
C
H
E
R
E
Y

R
E
N
O
V
A
T
I
O
N
ID
A
H
O

P
O
W
E
R

C
O
M
P
A
N
Y
CO
P
P
E
R
F
I
E
L
D
,

O
R
E
G
O
N
DO
O
R

A
N
D

W
I
N
D
O
W

D
E
T
A
I
L
S
AR
C
H
I
T
E
C
T
U
R
A
L
DA592013.00
12/23/2020
GA 5
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
4/
3
0
/
2
0
2
0

9
:
0
9

A
M
DOOR SCHEDULE WINDOW TYPES
DOOR TYPES
WINDOW GENERAL NOTES
DOOR AND RELIGHT REMARKS
HARDWARE SCHEDULE
49
9

M
A
I
N

S
T
R
E
E
T
(
2
0
8
)

3
4
3
-
2
9
3
1
BO
I
S
E
,

I
D
A
H
O

8
3
7
0
2
T
A
O
I
D
A
H
O
.
C
O
M
DOOR AND RELIGHT GENERAL NOTES
E
R
E
TSIGER S T A TEOF
O
R
E
G
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
E
A
U
BO
I
S
E
,

I
D
A
H
O
No
.

A
R
I
-
6
7
9
7
ALUM. STOREFRONT HEAD2SCALE: 3" = 1'-0"
ALUM. STOREFRONT JAMB1SCALE: 3" = 1'-0"
DOOR THRESHOLD3SCALE: 3" = 1'-0"
HOLLOW METAL DOOR JAMB6SCALE: 3" = 1'-0"
HOLLOW METAL DOOR JAMB7SCALE: 3" = 1'-0"
HOLLOW METAL DOOR JAMB4SCALE: 3" = 1'-0"
HOLLOW METAL DOOR HEAD11SCALE: 3" = 1'-0"
HOLLOW METAL DOOR JAMB8SCALE: 3" = 1'-0"
HOLLOW METAL DOOR HEAD10SCALE: 3" = 1'-0"
HOLLOW METAL DOOR HEAD9SCALE: 3" = 1'-0"
OVERHEAD COILING DOOR JAMB12SCALE: 1 1/2" = 1'-0"
HOLLOW METAL WINDOW JAMB5SCALE: 3" = 1'-0"
OVERHEAD COILING DOOR JAMB14SCALE: 1 1/2" = 1'-0"
HEAD SIM.
HOLLOW METAL DOOR JAMB15SCALE: 3" = 1'-0"AT INCUBATION
HOLLOW METAL DOOR JAMB16SCALE: 3" = 1'-0"AT INCUBATION
HOLLOW METAL DOOR HEAD17SCALE: 3" = 1'-0"
AT INCUBATIONAT INCUBATIONAT INCUBATION
OVERHEAD COILING DOOR SILL18SCALE: 3" = 1'-0"AT INCUBATION
AT HATCHERY BUILDING AT HATCHERY BUILDING AT HATCHERY BUILDING HEAD SIM.AT HATCHERY BUILDING
AT HATCHERY BUILDING AT HATCHERY BUILDING AT HATCHERY BUILDING AT HATCHERY BUILDING AT HATCHERY BUILDING
AT HATCHERY BUILDING
OVERHEAD COILING DOOR HEAD13SCALE: 1 1/2" = 1'-0"AT INCUBATION
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
D:
\
O
N
E
D
R
I
V
E

-

B
U
S
I
N
E
S
S
\
T
A
O
\
P
R
O
J
E
C
T
S
\
1
9
-
2
1
1

O
X
B
O
W

H
A
T
C
H
E
R
Y
\
D
W
G
\
1

G
E
N
E
R
A
L

A
R
C
H
I
T
E
C
T
U
R
A
L

S
H
E
E
T
S
\
1
9
-
2
1
1

G
A
-
5
-
9

D
E
T
A
I
L
S

-

S
C
H
E
D
U
L
E
S
.
D
W
G
© Schnabel Engineering 2016 All Rights Reserved
42
0

W
.

M
a
i
n

S
t
r
e
e
t
,

S
u
i
t
e

2
0
2

/

B
o
i
s
e
,

I
d

8
3
7
0
2
Ph
o
n
e
:

2
0
8
-
3
3
1
-
9
7
3
6
sc
h
n
a
b
e
l
-
e
n
g
.
c
o
m
PROJECT:
DATE:
ST
A
T
E

P
R
O
F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
E
R

N
O
.

DA
T
E
:
OX
B
O
W

F
I
S
H

H
A
T
C
H
E
R
E
Y

R
E
N
O
V
A
T
I
O
N
ID
A
H
O

P
O
W
E
R

C
O
M
P
A
N
Y
CO
P
P
E
R
F
I
E
L
D
,

O
R
E
G
O
N
DO
O
R

A
N
D

W
I
N
D
O
W

D
E
T
A
I
L
S
AR
C
H
I
T
E
C
T
U
R
A
L
DA592013.00
12/23/2020
GA-6
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
JO
H
N

P
R
I
C
E
4/
3
0
/
2
0
2
0

9
:
0
9

A
M
49
9

M
A
I
N

S
T
R
E
E
T
(
2
0
8
)

3
4
3
-
2
9
3
1
BO
I
S
E
,

I
D
A
H
O

8
3
7
0
2
T
A
O
I
D
A
H
O
.
C
O
M
E
R
E
TSIGER S T A TEOF
O
R
E
G
ONTCETIHCRA
D
DO
N

R
O
B
E
R
T
Te
B
E
A
U
BO
I
S
E
,

I
D
A
H
O
No
.

A
R
I
-
6
7
9
7
OVERHEAD COILING DOOR JAMB1SCALE: 1 1/2" = 1'-0"
OVERHEAD COILING DOOR JAMB2SCALE: 1 1/2" = 1'-0"
HOLLOW METAL DOOR JAMB4SCALE: 3" = 1'-0"HEAD SIM.5 SCALE: 3" = 1'-0"
OVERHEAD COILING DOOR JAMB
7 SCALE: 3" = 1'-0"
ALUM. STOREFRONT JAMB ALUM. STOREFRONT HEAD8SCALE: 3" = 1'-0"9 SCALE: 3" = 1'-0"
ALUM. STOREFRONT JAMB ALUM. STOREFRONT HEAD10SCALE: 3" = 1'-0"
HOLLOW METAL DOOR JAMB11SCALE: 3" = 1'-0"
HOLLOW METAL DOOR JAMB12SCALE: 3" = 1'-0"
HOLLOW METAL DOOR HEAD13SCALE: 3" = 1'-0"
AT CHILLER AT CHILLER AT SORTING AND SPAWNING FACILITYAT SHOP AND STORAGE BUILDING
AT SORTING AND SPAWNING FACILITYAT SORTING AND SPAWNING FACILITYAT SORTING AND SPAWNING FACILITYAT SORTING AND SPAWNING FACILITY
AT SHOP AND STORAGE BUILDING AT SHOP AND STORAGE BUILDING AT SHOP AND STORAGE BUILDING
OVERHEAD COILING DOOR HEAD3SCALE: 1 1/2" = 1'-0"AT CHILLER
OVERHEAD COILING DOOR HEAD6SCALE: 1 1/2" = 1'-0"AT SORTING AND SPAWNING FACILITY
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
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W
N

B
Y
:
CH
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D:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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PROJECT:
DATE:
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A
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P
R
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F
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N
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N
O
.

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:
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ID
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12/23/2020
GA-6.1
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N

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R
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BO
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,

I
D
A
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O
No
.

A
R
I
-
6
7
9
7
ALUM. STOREFRONT WINDOW SILL2SCALE: 3" = 1'-0"AT HATCHERY BUILDING
ALUM. STOREFRONT WINDOW JAMB3SCALE: 3" = 1'-0"AT HATCHERY BUILDING
ALUM. STOREFRONT WINDOW JAMB4SCALE: 3" = 1'-0"AT HATCHERY BUILDING
5 SCALE: 3" = 1'-0"AT HATCHERY BUILDING
ALUM. STOREFRONT WINDOW HEAD ALUMINUM SLIDING WINDOW SILL6SCALE: 3" = 1'-0"AT SHOP AND STORAGE BUILDING 7 SCALE: 3" = 1'-0"
ALUMINUM SLIDING WINDOW JAMB
AT SHOP AND STORAGE BUILDING
8 SCALE: 3" = 1'-0"AT SHOP AND STORAGE BUILDING
ALUMINUM SLIDING WINDOW HEAD ALUM. CASEMENT WINDOW SILL10SCALE: 3" = 1'-0"AT SORTING AND SPAWNING BUILDING
11 SCALE: 3" = 1'-0"AT SORTING AND SPAWNING FACILITY 12 SCALE: 3" = 1'-0"AT SORTING AND SPAWNING FACILITY
ALUM. CASEMENT WINDOW JAMB ALUM. CASEMENT WINDOW HEAD 13 14 SCALE: 3" = 1'-0"AT SORTING AND SPAWNING FACILITY
ALUM. CASEMENT WINDOW JAMBALUM. CASEMENT WINDOW SILL
SCALE: 3" = 1'-0"AT SORTING AND SPAWNING BUILDING
TYPICAL HEAD FLASHING9SCALE: 3" = 1'-0"
SHEET
DE
S
I
G
N
E
D

B
Y
:
DR
A
W
N

B
Y
:
CH
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D:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

M
a
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S
t
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PROJECT:
DATE:
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P
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N
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12/23/2020
GA-7
JO
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N

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N

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A
M
TYPICAL WINDOW INSTALLATION DETAILS1NO SCALE
49
9

M
A
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N

S
T
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T
(
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8
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No
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A
R
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-
6
7
9
7
1 SCALE: 3" = 1'-0"AT SORTING AND SPAWNING FACILITY
ALUM. CASEMENT WINDOW HEAD ALUM. STOREFRONT WINDOW HEAD4SCALE: 3" = 1'-0"AT SORTING AND SPAWNING FACILITY23SCALE: 3" = 1'-0"AT SORTING AND SPAWNING FACILITY
ALUM. STOREFRONT WINDOW JAMBALUM. STOREFRONT WINDOW SILL
SCALE: 3" = 1'-0"AT SORTING AND SPAWNING BUILDING
SHEET
DE
S
I
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N
E
D

B
Y
:
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N

B
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:
CH
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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S
t
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PROJECT:
DATE:
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P
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DA592013.00
12/23/2020
GA-7.1
JO
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N

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JO
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N

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49
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A
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6
7
9
7
1 SCALE: 1 1/2" = 1'-0"
EAVE SOFFIT VENTING RAKE SOFFIT SIM.ROOF RIDGE VENT DETAIL3SCALE: 3" = 1'-0"
ROOF AT WALL DETAIL2SCALE: 3" = 1'-0"
STONE SILL DETAIL @ CMU WALL5SCALE: 3" = 1'-0"AT SORTING AND SPAWNING FACILITY
STONE SILL DETAIL @ WOOD WALL4SCALE: 3" = 1'-0"AT HATCHERY BUILDING AND SHOP AND STORAGE BUILDING
EYEBROW ROOF DETAIL6SCALE: 1" = 1'-0"AT SORTING AND SPAWNING FACILITY
SHEET
DE
S
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N
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D

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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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P
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DA592013.00
12/23/2020
GA-8
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JO
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N

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6
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7
A B
RESTROOM #1061
C D
SCALE: 1/4" = 1'-0"
CONFERENCE/BREAKROOM #1032SCALE: 1/4" = 1'-0"
A
LOBBY #1013SCALE: 1/4" = 1'-0"
GLAZING AT PARTIAL HEIGHT WALL5SCALE: 1-1/2" = 1'-0"
SHOP #1046SCALE: 1/4" = 1'-0"
SHEET
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D

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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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a
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t
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PROJECT:
DATE:
ST
A
T
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P
R
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F
E
S
S
I
O
N
A
L

E
N
G
I
N
E
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TYPICAL EXTERIOR LOAD BEARING
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EXTERIOR CMU WALL AT
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42
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METAL ROOFING WITH 15 32" OSB SHTG (TYP.)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
H2.5 & A35
AT EACH TRUSS
2X6 TOP PLATES
2X6 STUD WALL
EDGE NAILING
NAILING
BLKG W / A35 AT 24" O.C.
SHEARWALL NAILING
EDGE NAILING
PRE-ENG TRUSSES
PRE-ENG
SECONDARY
TRUSSES
TRUSSES CONNECTION BY
TRUSS MFR
OVER FRAMING PER
TRUSS MANUFACTURER
EDGE NAILING
PRE-ENG TRUSS
A35 AT 12" O.C.
EDGE NAILING
2x6 BLKG AT
4'-0" O.C. WITH
(3) 16d AT
EACH END
2X6 TOP PLATES
TOP PLATE
FASCIA PER ARCH
(2x6 MIN)
PRE-ENG WOOD TRUSSES
PER PLAN (TYP.)
FASCIA PER ARCH
STUD WALL
OR CMU WALL
TYPICAL TRUSS TO SHEAR WALL CONNECTION DETAIL
TYPICAL ROOF CORNER DETAIL
OUTRIGGER PER
TYP. GABLE END
PRE-ENGINEERED TRUSSES
DTC EACH SIDE
OF TRUSS
12" CLEAR W/FULL DEAD
LOAD ON ROOF
PARTITION WALL
PER PLAN
TYPICAL INTERIOR NON-LOAD BEARING PARTITION WALL
(TRUSS PERPENDICULAR TO WALL)
EDGE NAILING
EDGE NAILING
EDGE NAILING
SHTG
2x6 AT 4'-0" O.C. AT ROOF AND
CEILING WITH LUS26 AT EACH ENDTOP PLATES
H2.5 EACH
OUTRIGGER
2X6 OUTLOOKERS AT
24" O.C. WITH LUS26 HGRS
1
1 MIN
2 MAX
GUTTER
& METAL
FLASHING
5 8" GWB
PRE-ENG TRUSS
@ 24" O.C.
2x6 WALL STUDS
@ 16" O.C.
(2) 2x8 BLOCKING WHERE MAIN
TRUSSES LIE BETWEEN STUDS
WITH (3)-16d NAILS AT ENDS
2X6 TOP
PLATES
SIMP
A34
BLKG. WITH LPT4
AT 24" O.C.
SCALE:1" = 1'-0"
DETAIL
-
1
SCALE:1" = 1'-0"
DETAIL
-
2 SCALE:1" = 1'-0"
DETAIL
-
3 SCALE:1" = 1'-0"
DETAIL
-
7
SCALE:1" = 1'-0"
DETAIL
-
4
SCALE:1/2" = 1'-0"
DETAIL
-
5
SCALE:1" = 1'-0"
DETAIL
-
6
10d AT 4" O.C.
INTO BLKG
2x6 BRACE AT
4"-0" O.C. WITH
(8) 16d
GABLE END TRUSS
0'-012"
2'-0"2'-0"
1'-4"1'-4"
(WHERE APPLICABLE)
2
-
(WHERE APPLICABLE)
SCALE:1" = 1'-0"
DETAIL
-
7
TYPICAL INTERIOR NON-LOAD BEARING PARTITION WALL
(TRUSS PARALLEL TO WALL)
DTC EACH SIDE
OF TRUSS
BOTTOM CHORD
OF ROOF TRUSS
TOP PLATES
WALL PER PLAN
BOTTOM CHORD
OF ROOF TRUSS
2x6 @ 4'-0" W/ 3-16d
EACH END
0'-012"
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12/23/2020
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MT
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TYPICAL SHEAR WALL SCHEDULE FOR HATCHERY BUILDING
MARK
(3),(6),(8)
SHEATHING
(2) (10)
NAILING
STUD SIZE BLOCKING
SIZE (5)
FOUNDATION SILL
PLATE SIZE
FOUNDATION SILL
PLATE ATTACHEMENT
(4),(12),(13),(14)
ADDITIONAL
NOTESSIZE
(1) (14)
SPACING
(7) (9)
W1 15
32" OSB SHTG.10d COMMON
(0.148" DIA. x 3" MIN.)
6" O.C. @ EDGES
12" O.C. FIELD
3" O.C. AT TOP &
BOTTOM PLATES
2x 2x
FLAT 2x6 3 4" DIA. AT 48" O.C.-
W2 15 32" OSB SHTG.10d COMMON
(0.148" DIA. x 3" MIN.)
3" O.C. @ EDGES
12" O.C. FIELD
3" O.C. AT TOP &
BOTTOM PLATES
2x 2x 2x6 3 4" DIA. AT 32" O.C.-
W3 (2) SIDES 5/8'" GWB PER ARCH PER ARCH 2x 2x
FLAT 2x6/2x4 3 4" DIA. AT 48" O.C.-
PRE ENGINEERED WOOD TRUSS NOTES:
1.TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURER/ENGINEER PER LOADS
MENTIONED ON GENERAL NOTES SHEET GS-01 AND RELEVANT SPECIFICATIONS.
2.THE MINIMUM SIZE OF TRUSS TOP AND BOTTOM CHORDS SHALL BE 2x6.
SHEARWALL SHEATHING NOTES:
1.NAILS SHALL BE COMMON FROM AN AMERICAN AND CANADIAN MANUFACTURER ONLY.
MINIMUM NAIL PENETRATION INTO WOOD SHALL BE 1 12" FOR 10d NAILS. NAIL DIAMETERS AND
LENGTHS SHALL BE AS NOTED.
2.SHEATHING MATERIAL SHALL BE ORIENTED STRAND BOARD. SHEATHING MAY BE ORIENTED
EITHER HORIZONTALLY OR VERTICALLY.
3.EXTERIOR WALLS WITHOUT DESIGNATION SHALL BE TYPE W1. WHERE THE SHEARWALL HAS
BEEN DESIGNATED ON THE PLANS TO EXTEND ALONG THE LENGTH OF WALLS WITH
PENETRATIONS, SHEATHING AND NAILING OF THAT TYPE SHALL BE REQUIRED ABOVE AND
BELOW WALL OPENINGS.
4.ANCHOR BOLTS SHALL HAVE 9" MIN EMBED. SEE DETAILS FOR TYPE OF CONNECTION
REQUIRED. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER PIECE.
5.PANEL BLOCKING SHALL BE A 2x MIN PLACED FLAT, CENTERED ON THE JOINT AND SHALL BE
REQUIRED AT ALL UNSUPPORTED EDGES.
6.WHEN SHEATHING IS REQUIRED ON ONE SIDE ONLY, PLACE ON THE SIDE OF THE SYMBOL.
WHERE SHEATHING IS REQUIRED ON BOTH SIDES OF THE WALL, STAGGER THE PANEL
JOINTS ON THE STUDS SUCH THAT JOINTS ON OPPOSITE SIDES OF THE WALL DO NOT FALL
ON THE SAME STUD.
7.PROVIDE PANEL EDGE NAILING OF SHEATHING TO ALL COLUMNS WITH HOLDDOWNS.
8.UNLESS NOTED OTHERWISE, THE SHEARWALL DESIGNATION APPLIES TO FULL EXTENT OF
WALL BETWEEN CORNERS OF WALL.
9.NAIL SPACING APPLIES TO ALL STUDS, BLOCKING, TOP & BOTTOM PLATES AND BLOCKING.
10.MINIMUM SHEATHING DIMENSION SHALL BE 24" AT BOUNDARIES AND CHANGES IN FRAMING
UNLESS ALL EDGES ARE BLOCKED.
11.AT NOTED WALLS FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE
NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER.
12.A 3"x3"x1/4" STEEL PLATE WASHER SHALL BE USED AT ALL FOUNDATION SILL PLATE
ATTACHMENT BOLTS.
13.HOT DIPPED GALVANIZED FASTENERS SHALL BE USED TO ATTACH TO ALL TREATED WOOD
MEMBERS.
14.WHERE 3x NOMINAL SIZE SILL PLATES ARE USED, (2) 20d BOX END NAILS SHALL BE
SUBSTITUTED FOR (2) 16d COMMON NAILS.
15.SHEARWALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING
WALLS.
HOLDOWN SCHEDULE
MARK HOLDOWN SDS 1
4"x21
2"
SCREWS
THREADED ROD
DIA.
MIN. EMBED DEPTH IN
CONCRETE
REQUIRED
STUDS
HD2 HDU2-SDS2.5 6 5/8" DIA.1'-3"(2) 2x6
HD4 HDU4-SDS2.5 10 5/8" DIA.1'-3"(2) 2X6
HD5 HDU5-SDS2.5 14 5/8" DIA.1'-3"(2) 2X6
1.SEE FOUNDATION PLAN (S-01) FOR HOLDOWN LOCATIONS.
2.ALL HOLDOWN NOT OCCURING AT A WALL CORNER SHALL BE LOCATED AT THE EDGE OF A DOOR OR WINDOW.
SCREWS
HOLDOWN
THREADED ROD
REQ'D STUDS AS
BUILT UP COLUMN
SILL PLATE
WASHER WITH NUT
EACH SIDE
TOP OF FDTN.
TYPICAL SECTION AT HOLDOWN
TYPICAL SHEAR WALL SCHEDULE FOR SHOP & STORAGE BUILDING
MARK
(3),(6),(8)
SHEATHING
(2) (10)
NAILING
STUD SIZE BLOCKING
SIZE (5)
FOUNDATION SILL
PLATE SIZE
FOUNDATION SILL
PLATE ATTACHEMENT
(4),(12),(13),(14)
ADDITIONAL
NOTESSIZE
(1) (14)
SPACING
(7) (9)
W1
15 32" OSB SHT. (EXT.) &
3
4" SHTG. (INT.)
10d COMMON
(0.148" DIA. x 3" MIN.)
6" O.C. @ EDGES
12" O.C. FIELD
3" O.C. AT TOP &
BOTTOM PLATES
2x 2x
FLAT 2x6 3 4" DIA. AT 36" O.C.-
W2
15 32" OSB SHT. (EXT.) &
3
4" SHTG. (INT.)
10d COMMON
(0.148" DIA. x 3" MIN.)
3" O.C. @ EDGES
12" O.C. FIELD
3" O.C. AT TOP &
BOTTOM PLATES
2x 2x
FLAT 2x6 3 4" DIA. AT 24" O.C.-
W3 (2) SIDES 3
4" SHTG.10d COMMON
(0.148" DIA. x 3" MIN.)
6" O.C. @ EDGES
12" O.C. FIELD
6" O.C. AT TOP &
BOTTOM PLATES
2x 2x
FLAT 2x6 3 4" DIA. AT 48" O.C.-
REGI
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12/23/2020
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DA592013.00
12/23/2020
GS-9
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9
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P
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C12x20.7
L5x5x12"x8"
0'-2"
0'-112"
0'-212"
0'-21
2"
0'-212"
0'-2"
0'-4"
0'-4"
0'-1"
0'-4"
PL 12x6x12"1/4
TYP
5 8" DIA BOLT W/ SLOTTED HOLES
(TYP)
NOTES:
1.ALL MEMBERS AND ANCHORS SHALL BE STAINLESS STEEL.
2.ALL WASHERS AND NUTS SHALL BE INSTALLED WITH ANTISEIZE.
NOTES:
1.ALL MEMBERS AND ANCHORS SHALL BE STAINLESS STEEL.
2.ALL WASHERS AND NUTS SHALL BE INSTALLED WITH ANTISEIZE.
0'-012"
0'-11 4"
0'-212"0'-2"
0'-1"
0'-4"
0'-1"
0'-3"
PL 6x5x12"
0'-012" GAP
0'-012"
C6x13
5 8" DIA BOLT W/ SLOTTED
HOLES (TYP)
1/4
TYP
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42
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DA592013.00
12/23/2020
GM-1
BJ
C
BJ
C
NA
G
BJ
C
TOLERANCES UNLESS SPECIFIED OTHERWISE
DIMENSION TOLERANCE (INCHES)
FRACTION ±132
.X ±0.05
.XX ±0.005
.XXX ±0.0005
SURFACE FINISH 125 µin
FASTENER TORQUE TABLE
SIZE A307 TORQUE (FT-LBS)A325 TORQUE (FT-LBS)A490 TORQUE (FT-LBS)
3 8"-16 6 --
7 16"-14 10 --
12"-13 15 50 63
5 8"-11 29 99 125
3 4"-10 52 175 219
7 8"-9 84 284 357
1"-8 125 425 533
1 14"-7 251 844 1,063
1 12"-6 436 1,475 1,850
NOTES:
1. ALL TORQUE VALUES ARE FOR LUBRICATED THREADS AND NUT/BOLT FACES.
2. INSTALL ALL FASTENERS IN ACCORDANCE WITH THE LATEST EDITION OF AISC STEEL CONSTRUCTION MANUAL.
GENERAL MECHANICAL NOTES
1.SEAL WELD ALL PERMANENT JOINTS ON WATERTIGHT CONNECTIONS.
2.COATINGS: ALL EXPOSED CARBON STEEL SURFACES SHALL BE COATED PER THE SPECIFICATIONS.
3.FASTENER MATERIAL SHALL BE AS INDICATED ON THE DRAWINGS. STAINLESS STEEL FASTENERS SHALL CONFORM TO ASTM A193 GRADE B8. ALL STAINLESS
STEEL FASTENERS SHALL BE INSTALLED WITH A BRONZE MATING FASTENER (BOLT OR NUT). BRONZE FASTERS SHALL CONFORM TO ASTM F467 AND F468,
ALLOY 655 SILICON BRONZE, MINIMUM YIELD STRENGTH OF 60 KSI.
4.ALL FASTENERS SHALL BE INSTALLED WITH METAL-FREE, MARINE GRADE ANTI-SEIZE, LOCTITE LB 8023.
5.ALL COUNTERSUNK CAP SCREWS SHALL BE HEX DRIVE.
6.ALL SUBMERGED ANCHORS SHALL BE TYPE 304 STAINLESS STEEL.
7.RADIUS ALL CORNERS OF PAINTED SURFACES A MINIMUM OF 116".
9.DEBURR AND REMOVE ALL SHARP CORNERS AND EDGES ON PUNCH PLATE, DRILLED HOLES, SCREENS, FISH TRANSFER PIPING, AND ALL FABRICATIONS. RADIUS ALL
METAL AND PLASTIC EDGES TO A MINIMUM RADIUS OF 12" IN FISH HANDLING AREAS.
10.ALL PLASTICS SHALL BE UV STABLE.
11.PROVIDE EQUIPMENT PADS UNDER ALL FLOOR-MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. EACH PAD SHALL BE 3" LARGER THAN THE EQUIPMENT FOOTPRINT ON
ALL SIDES AND BE REINFORCED PER STANDARD DETAIL 240/GS-6.
12.ALL ALUMINUM SHALL BE ELECTRICALLY ISOLATED FROM CONCRETE USING A GASKET, BITUMINOUS COATING, BOLT ISOLATION KITS, OR ENGINEER APPROVED EQUAL.
CHANGES IN PIPING MATERIAL FROM STAINLESS STEEL TO CARBON STEEL SHALL BE ISOLATED USING A BOLT ISOLATION KIT THAT INCLUDES GASKETS, SLEEVES, AND
WASHERS.
13.ALL PIPES PASSING THROUGH WALLS SHALL BE INSTALLED WITH A MINIMUM OF 14" THICK SEEP RING.
14.ALL WIRE ROPE DRUMS SHALL BE GROOVED WITH STANDARD GROOVE DIMENSIONS FOR THE RESPECTIVE WIRE ROPE SIZE.
15.ALL EQUIPMENT IN WET AREAS, INCLUDING AREAS THAT ARE OUTSIDE OR INSIDE THAT HAVE OPEN WATER OR THE NEED FOR BEING SPRAYED DOWN FOR CLEANING SHALL
BE WASHDOWN RATED, AND MEET THE REQUIREMENTS OF IP66 OR APPROVED EQUAL.
16.WHEN MULTIPLE SIMILAR ITEMS ARE REQUIRED BY THE CONTRACT, INCLUDING MECHANICAL, ELECTRICAL, AND CONTROLS EQUIPMENT, THEY SHALL ALL BE FROM THE
SAME MANUFACTURER THROUGHOUT THE ENTIRE PROJECT, REGARDLESS OF THE SUPPLIER OR AREA OF THE PROJECT.
WELDING
1.CARBON STEEL WELDING PROCESSES, INSPECTION AND FABRICATION SHALL BE IN ACCORDANCE WITH AWS D1.1 STRUCTURAL WELDING CODE - STEEL,
UNLESS NOTED OTHERWISE.
2.STAINLESS STEEL WELDING PROCESSES, INSPECTION AND FABRICATION SHALL BE IN ACCORDANCE WITH AWS D1.6 STRUCTURAL WELDING CODE -
STAINLESS STEEL, UNLESS NOTED OTHERWISE.
3.WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED IN THE PROCESS IN WHICH THEY ARE WELDING.
4.ALL WELDS SHALL BE 100% VISUALLY INSPECTED.
5.PERFORM MAGNETIC PARTICLE OR DYE PENETRANT TESTING ON 10% OF ALL WELDS.
6.ALL WELD INSPECTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER.
SHOP INSPECTIONS
1.ALL MEASUREMENTS SHALL BE TAKEN AFTER FINAL ASSEMBLY AND APPROVED BEFORE PAINTING EQUIPMENT.
2.MACHINE MEASUREMENTS SHALL BE TAKEN WITH CALIBRATED INSTRUMENTS OR INSTRUMENTS TESTED AGAINST AS ESTABLISHED STANDARD. OTHER
MEASUREMENTS MAY USE A TAPE THAT IS TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
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DA592013.00
12/25/2020
GM-2
BJ
C
BJ
C
NA
G
95
9
7
5
P
E
TYPICAL PIPE DESIGNATION:
MATERIAL GROUP NUMBER
(SEE NOTE 12)
PIPE DIAMETER FLUID ABBREVIATION
NOTES
GENERAL NOTE
ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON
THIS SHEET FOR A GIVEN FLUID SERVICE, CONTRACTORS SHALL
PROVIDE ONLY THE PIPE MATERIAL GROUP SHOWN ON THE
DRAWINGS AND SPECIFIED FOR THAT FLUID SERVICE.
NOTE 1
PROPRIETARY NAMES HAVE BEEN QUOTED FOR
IDENTIFICATION PURPOSES ONLY. SUBSTITUTIONS
WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE
SPECIFICATIONS.
NOTE 2
LEAKAGE ALLOWANCE IS AS FOLLOWS:
A.PIPES SO DESIGNATED SHALL SHOW ZERO
LEAKAGE.
B.PIPES SO DESIGNATED SHALL SHOW ZERO
LEAKAGE FOR UNBURIED PIPE AND NOT MORE
THAN 0.02 GALLON PER HOUR PER INCH
DIAMETER PER 100 FEET OF BURIED PIPE.
C.PIPES SO DESIGNATED SHALL NOT SHOW A
LEAKAGE OF MORE THAN 0.15 GALLON PER
HOUR PER INCH OF DIAMETER PER 100 FEET
OF PIPE
D.PIPES SO DESIGNATED SHALL NOT SHOW A
LOSS OF PRESSURE OF MORE THAN 5
PERCENT
E.PIPE SO DESIGNATED SHALL NOT SHOW A
LOSS OF VACUUM OF MORE THAN 4 INCHES
MERCURY COLUMN
NOTE 3
FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST
REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS.
NOTE 4
NO SUBSTITUTIONS UNLESS ACCEPTED BY THE ENGINEER PER
THE SPECIFICATIONS.
NOTE 5
PIPING GROUP NUMBER SHOWN THUS * SHALL BE INSULATED.
SEE PIPING SECTION OF SPECIFICATIONS FOR INSULATING
MATERIALS.
NOTE 6
STATIC WATER TEST WITH SURFACE 5 FEET ABOVE HIGH POINT
OF PIPE.
NOTE 7
INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH
APPLICABLE PLUMBING CODE.
NOTE 8
NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS.
NOTE 9
INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH
APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION
STANDARDS.
NOTE 10
PIPING MATERIALS SHALL BE IN ACCORDANCE WITH NATIONAL
FIRE PROTECTION ASSOCIATION STANDARDS.
NOTE 11
FOR VALVES 8 INCHES AND LARGER SEE VALVE SCHEDULE. FOR
SPECIAL VALVES SEE SPECIFICATIONS.
NOTE 12
CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED
THUS:
NOTE 13
FOR PIPE LINING AND COATING, SEE SPECIFICATIONS.
NOTE 14
EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH
SPECIFICATIONS. COLORS TO BE SELECTED BY ENGINEER.
NOTE 15
NOT USED.
NOTE 16
FOR VALVE ENDS, SEE SPECIFICATIONS.
FL
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FUNCTION
(THIS LIST MAY INCLUDE LINES NOT
USED IN PROJECT)
PIPING MATERIALS FIELD TEST REQUIREMENTS
(SEE NOTE E AND NOTE 4)
EXPOSED PIPING
(SEE NOTE 14)
BURIED PIPING
(SEE NOTE 13)MINIMUM
TEST
PRESSURE
PSI
TEST
MEDIUM
LEAKAGE
ALLOWANCE
(SEE NOTE 2)2" DIA
AND
SMALLER
2 1/2"
DIA AND
LARGER
2" DIA
AND
SMALLER
2 1/2" DIA
AND
LARGER
CA COMPRESSED AIR ***150 AIR (A)
CD CONDENSER DRAIN 8, 15 ---NOTE 6 WATER - -
CGW CHILLED GROUND WATER ****125 WATER (A)
CW COLD WATER (DOMESTIC)14 -14 -125 WATER 2, 11, 24(A), 19 (B)
CWR CHILLER WATER RETURN ****125 WATER (A)
CWS CHILLER WATER SUPPLY ****125 WATER (A)
CWV COMBINATION WASTE AND VENT --6, 8 -NOTE 6 WATER - -
D DRAIN ****NOTE 6 WATER - -
F FORMALIN ****75 WATER (A)
GCHWR GYCOL CHILLED WATER RETURN ****125 WATER (A)
CGHWS GYCOL CHILLED WATER SUPPLY ****125 WATER (A)
GW GROUND WATER ****150 WATER (A)
GWP GROUND WATER PUMPED ****150 WATER
HW HOT WATER (DOMESTIC)14 -14 -125 WATER (A)
HWC HOT WATER RECIRC. (DOMESTIC)14 -14 -125 WATER (A)
IOD IODINE SOLUTION ****75 WATER (A)
LSP LANDSCAPING SPRINKLER SYSTEM 1 -1, 8 1, 8 NOTE 7 - - - -
OF OVERFLOW ****NOTE 6 WATER (A)
IR IRRIGATION 1, 8 -1, 8 -250 WATER (A)
PW POTABLE WATER 21 -21 -125 WATER 2, 11, 24(A), 19 (B)
SDR STORM DRAIN ****NOTE 6 WATER 8(A), 28(B), 22(C)
SS SANITARY SEWER --8, 12 -NOTE 7 - -(A)
SU STRUCTURE UNDERDRAIN ****NO TEST REQUIRED - -
SW SURFACE WATER ****150 WATER 4,8 (A),5,12,13(B)
SWP SURFACE WATER PUMPED ****150 WATER
TT TRANSFER TUBE ****WATER
V VENT 6, 8 -6, 8 -NO TEST REQUIRED - -
PIPING MATERIAL SCHEDULE
GROUP
NO PIPE (SEE NOTE 13)FITTINGS VALVES, 6" AND SMALLER (SEE NOTES 1, 11 & 16)
1 STEEL, ASTM A53, SCHEDULE 40, FUSION BONDED EPOXY LINED
AND COATED
2-1/2" AND SMALLER, MALLEABLE IRON, ANSI B16.3, THREADED,
BANDED, BLACK, 150 PSI OR STEEL, ANSI B16.9, BUTT-WELDED 3"
AND LARGER, CAST IRON, ANSI B 16.1, 125 PSI FLANGED OR
MECHANICAL COUPLINGS.
BRONZE, THREADED, GATE: CRANE 428 UB OR STOCKHAM
B-105. CHECK: CRANE 37 OR STOCKHAM B-319.
4 WELDED STEEL AWWA C200, COATED AND LINED PER
SPECIFICATIONS WELDED STEEL AWWA C200 FABRICATED - - - - - - - - -
6
CAST IRON SOIL, ANSI/ASTM A-74, SERVICE WEIGHT, BELL AND
SPIGOT OR HUBLESS. AT THE OPTION OF THE CONTRACTOR,
DUCTILE IRON (GROUP NO. 11) MAY BE SUBSTITUTED.
CAST IRON SOIL, ANSI/ASTM A-74, SERVICE WEIGHT, BELL AND
SPIGOT OR HUBLESS. AT THE OPTION OF THE CONTRACTOR,
DUCTILE IRON (GROUP NO. 11) MAY BE SUBSTITUTED.
AS INDICATED ON THE DRAWINGS
7 STAINLESS STEEL, TYPE 304, ASTM A312, SCHEDULE 40S.STAINLESS STEEL, TYPE 304 ANSI B16.3, SCREWED, 150 PSI, ANSI
B16.9, BUTT-WELDED, SCHEDULE 40S, OR 150 PSI FLANGED.
STAINLESS STEEL, BALL, FLANGED: WATTS SERIES 2500
OR JAMESBURY TYPE A/D150F. CHECK: LADISH #5272 OR
CRANE FIG 377 OR AS SHOWN ON DRAWINGS.
8 POLYVINYL CHLORIDE, SCHEDULE 80, NORMAL IMPACT. ASTM
D1785
POLYVINYL CHLORIDE, SCHEDULE 80, NORMAL IMPACT, SOCKET
SOLVENT WELD JOINTS, ASTM D2467. SOLVENT SHALL BE
COMPATIBLE WITH FLUID SERVICE.
POLYVINYL CHLORIDE, BALL, DIAPHRAGM, BUTTERFLY,
BALL OR LIFT CHECK: NIBCO/CHEMTROL, HILLS-MCCANNA
OR R&G SLOAN MFG
11 POLYVINYL CHLORIDE PRESSURE PIPE ASTM D2241 WITH BELL
AND SPIGOT JOINTS SEE SPECIFICATIONS - - - - - - - - -
12 PVC GRAVITY SEWER PIPE D3034 HIGH-DENSITY POLYETHYLENE ASTM D3035 F714, HEAT FUSED
ASTM D3261 - - - - - - - - -
13 POLYVINYL CHLORIDE PRESSURE PIPE: AWWA C900. BELL AND
SPIGOT JOINTS, DIP FITTINGS.
DUCTILE IRON OR CAST IRON 150 PSI FOR POLYVINYL CHLORIDE
PIPE. AWWA C110 CEMENT MORAR LINED C104 AWWA C900.SAME AS GROUP NO. 8.
14 PEX TYPE A, ASTM F876, F877, COMPOSITE FITTINGS CORSS-LINKED POLYETHYLENE, INSULATED PIPE FOR POTABLE
WATER, OUTSIDE DIAMETER CONTROLLED, SUSTAINED PIPE - - - - - - - - -
15 COPPER, ASTM B88, TYPE K, SOFT TEMPERED WHERE BURIED,
HARD TEMPERED WHERE EXPOSED.
WROUGHT COPPER OR CAST BRONZE, ANSI B16.22, SOLDER
JOINT, 150 PSI,OR COMPRESSION FITTINGS. (FOR OXYGEN PIPING
USE SILVER SOLDER, FOR COMPRESSED AIR PIPING USE 95-5
TIN-ANTIMONY SOLDER)
BRONZE, SOLDER JOINT, GLOBE: CRANE #1310 OR
STOCKHAM B-14T. CHECK: CRANE #1342 OR 36, OR
STOCKHAM B-309 OR B-345. GATE: CRANE #426 OR
STOCKHAM B-104 OR B-105.
16 FLEXIBLE VINYL TUBING. CLEAR UNREINFORCED.VINYL MULTBARB INSERT FITTINGS - - - - - - - - -
18 POLYETHYLENE; CORRUGATE, NONSLOTTED ASTM F405, F667 SPLIT OR INTERNAL COUPLER, ASTM F667 - - - - - - - - -
19 POLYETHYLENE; CORRUGATE, SLOTTED ASTM F405, F667, FILTER
WRAPPED SPLIT OR INTERNAL COUPLER, ASTM F667 - - - - - - - - -
21 NSF 61 DOUBLE CONTAINMENT PIPING, ASAHI CHEM PROLOCK FUSION BUTT WELDS - - - - - - - - -
20 HDPE DRAINAGE PIPE AASHTO M252, TYPE C AASHTO M294 CONFORM TO AASHTO M252, AASHOT M294 - - - - - - - - -
30 FLEXIBLE VINYL TUBING, CLEAR UNREINFORCED VINYL MULTIBARB INSERT FITTINGS - - - - - - - - -
31 POLYVINYL CHLORIDE, CLEAR SCHEDULE 40, ASTM D1784 POLYVINYL CHLORIDE SCHEDULE 40. NORMAL IMPACT. SOCKET
SOLVENT WELDED JOINTS ASTM D2466.SAME AS GROUP NO. 8.
12" PW (8)
REGIS
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DA592013.00
12/23/2020
GM-3
BJ
C
BJ
C
NA
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95
9
7
5
P
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PUMP SCHEDULE
NO.TYPE FLOW
(GPM)
TDH
(FT)LOCATION SERVICE RPM
MOTOR/PUMP HP VOLTAGE/PHASE REMARKS
P-10.1 SUBMERSIBLE WELL 200 72.5 WELL NO. 1 GROUND WATER 7.5 480 / 3 FPS 200STS6
P-10.2 SUBMERSIBLE WELL 400 72.5 WELL NO. 2 GROUND WATER 15 480 / 3 FPS 375STS6
P-20.1 VERTICAL TURBINE 7,600 53 RIVER INTAKE SURFACE WATER 1,180 150 480 / 3 CASCADE 14MF
P-20.2 VERTICAL TURBINE 7,600 53 RIVER INTAKE SURFACE WATER 1,180 150 480 / 3 CASCADE 14MF
P-20.3 VERTICAL TURBINE 40 450 RIVER INTAKE SURFACE WATER -
IRRIGATION 1,770 10 480 / 3 GOULDS 8RALC, 15 STAGE,
CONSTANT SPEED
P-50.1 CENTRIFUGAL 80 130 UTILITY GROUND WATER NO. 1 GROUND WATER 3,550 7.5 480 / 3 B&G SERIES E-1531, 1.25AD
P-50.2 CENTRIFUGAL 80 130 UTILITY GROUND WATER NO. 2 GROUND WATER 3,550 7.5 480 / 3 B&G SERIES E-1531, 1.25AD
P-50.3 CENTRIFUGAL 150 80 UTILITY SURFACE WATER NO. 1 SURFACE WATER 1,750 7.5 480 / 3 B&G SERIES E-1532, 2EB
P-50.4 CENTRIFUGAL 150 80 UTILITY SURFACE WATER NO. 2 SURFACE WATER 1,750 7.5 480 / 3 B&G SERIES E-1532, 2EB
P-50.5 METERING 1.5 -ADULT HOLDING FORMALIN FORMALIN 125 -120 / 1 BLUE-WHITE IND. A4F24-STKK
P-60.1 CENTRIFUGAL 190 25 CHILLER ROOM CHILLED GROUND WATER 1,750 3 480 / 3 B&G SERIES E-1531, 2.5AC
P-60.2 CENTRIFUGAL 190 25 CHILLER ROOM CHILLED GROUND WATER 1,750 3 480 / 3 B&G SERIES E-1531, 2.5AC
P-60.3 METERING 10GPH -INCUBATION FORMALIN FORMALIN 125 -120 / 1 BLUE-WHITE IND. A2F24-STKK
MISCELLANEOUS MECHANICAL EQUIPMENT
NO.TYPE SIZE LOCATION SERVICE PRESSURE
(PSI)VOLTAGE/PHASE REMARKS
AC-10.1 AIR COMPRESSOR 5 HP COMPRESSOR BLDG AIR 480 / 3 EXISTING EQUIPMENT
AC-10.2 AIR COMPRESSOR 5 HP COMPRESSOR BLDG AIR 480 / 3 EXISTING EQUIPMENT
AER-30.1 BULK AERATOR 8'x8'AERATION TOWER SURFACE WATER - -- -SEE 30 M 3
AER-30.2 BULK AERATOR 1.5'x3'AERATION TOWER GROUND WATER - -- -SEE 30 M 3
F-1 THRU F-3 OVERHEAD FAN 20' DIA, 2 HP RACEWAYS AIR - -480 / 3
BIG ASS FAN POWERFOIL X3.0, WITH
MOUNTING KIT AND BAFCON MULTIFAN
CONTROL KIT; SEE 40 H 1
CRD-40.1 THRU
CRD-40.8 FISH CROWDER 5 HP RACEWAYS - -24VDC BATTERY
BRAIL-50.1 WEDGE WIRE 3 HP SORTING - -480 / 3
BRAIL-50.2 WEDGE WIRE 3 HP FEMALE SPAWNING TANK - -480 / 3
BRAIL-50.3 WEDGE WIRE 3 HP MALE SPAWNING TANK - -480 / 3
EA-50.1 EA-BASKET 3 HP SORTING - -480 / 3
TNK-50.1 HYDROPNEUMATIC
TANK 24 IN DIA SORTING/SPAWNING GROUND WATER 125 - -B&G WTA-449 ASME RATED BLADDER TANK
TNK-50.2 HYDROPNEUMATIC
TANK 36 IN DIA SORTING/SPAWNING SURFACE WATER 125 - -B&G WTA-453 ASME RATED BLADDER TANK
STR-60.1 WYE STRAINER 4 IN CHILLER ROOM GROUND WATER 125 - -WATTS SERIES 77F-DI-125, #20 MESH
STR-60.2 WYE STRAINER 4 IN CHILLER ROOM GROUND WATER 125 - -WATTS SERIES 77F-DI-125, #20 MESH
D-70.1 ROLLUP DOOR 3 HP SHOP BUILDING - -- -480 / 3 SEE SPECIFICATIONS
D-70.2 ROLLUP DOOR 3 HP SHOP BUILDING - -- -480 / 3 SEE SPECIFICATIONS
D-70.3 ROLLUP DOOR 3 HP SHOP BUILDING - -- -480 / 3 SEE SPECIFICATIONS
D-70.4 ROLLUP DOOR 3 HP SHOP BUILDING - -- -480 / 3 SEE SPECIFICATIONS
D-70.5 ROLLUP DOOR 3 HP SHOP BUILDING - -- -480 / 3 SEE SPECIFICATIONS
FREEZER ROLLUP DOOR 7.5 HP SHOP BUILDING 480 / 3 SEE SPECIFICATIONS
METER SCHEDULE
NO.NAME LOCATION SERVICE TYPE CONNECTING
PIP SIZE (IN)
RANGE
VOLTAGE/PHASE
MIN MAX
FE-10.1 SURFACE WATER FLOW METER YARD SURFACE WATER MAGNETIC METER 24 2000 8000 480 / 3
FE-10.2 WELL NO. 1 FLOW METER YARD GROUND WATER MAGNETIC METER 6 50 500 480 / 3
FE-10.3 WELL NO. 2 FLOW METER YARD GROUND WATER MAGNETIC METER 6 50 500 480 / 3
FE-60.1 CHILLED WATER SUPPLY FLOW METER INCUBATION CHILLED WATER PADDLEWHEEL 6 20 200 480 / 3
FE-60.2 GROUND WATER SUPPLY FLOW METER INCUBATION GROUND WATER PADDLEWHEEL 8 20 200 480 / 3
VALVE SCHEDULE
NO.TYPE SIZE (IN)LOCATION FLUID SERVICE PRESSURE RATING
(PSI)OPERATOR REMARKS
V-10.1 THRU V-10.4 BUTTERFLY 12 AERATION TOWER SURFACE WATER ISOLATION 150 2" AWWA NUT
V-10.5 CHECK 6 WELL NO. 1 GROUND WATER DOUBLE-DISC CHECK 150 -
V-10.6 BUTTERFLY 6 WELL NO. 1 GROUND WATER ISOLATION 150 HANDWHEEL
V-10.7 CHECK 6 WELL NO. 2 GROUND WATER DOUBLE-DISC CHECK 150 -
V-10.8 BUTTERFLY 6 WELL NO. 2 GROUND WATER ISOLATION 150 HANDWHEEL
V-10.9 THRU V-10.10 BUTTERFLY 6 AERATION TOWER GROUND WATER ISOLATION 150 2" AWWA NUT
V-10.11 BUTTERFLY 8 YARD GROUND WATER ISOLATION 150 2" AWWA NUT BURIED
V-10.12 BUTTERFLY 6 YARD GROUND WATER ISOLATION 150 2" AWWA NUT BURIED
V-10.13 BUTTERFLY 6 YARD SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-10.14 BUTTERFLY 4 TRUCK FILL STATION PUMPED GROUND WATER ISOLATION 150 2" AWWA NUT BURIED
V-10.15 BUTTERFLY 4 TRUCK FILL STATION PUMPED SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-10.16 BUTTERFLY 4 TRUCK FILL STATION CHILLED GROUND WATER ISOLATION 150 2" AWWA NUT BURIED
V-10.17 BUTTERFLY 4 TRUCK FILL STATION CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-10.18 BUTTERFLY 6 YARD GROUND WATER ISOLATION 150 2" AWWA NUT BURIED; CONNECTION FOR
FUTURE SERVICE
V-10.19 BUTTERFLY 12 YARD SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED; CONNECTION FOR
FUTURE SERVICE
V-10.20 THRU V-10.26 BUTTERFLY 12 YARD SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-10.27 BUTTERFLY 12 YARD SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-20.1 COMBINATION AV/AR 6 RIVER INTAKE SURFACE WATER - -150 -APCO 140C OR EQUAL
V-20.2 CHECK 24 RIVER INTAKE SURFACE WATER DOUBLE-DISC CHECK 150 -
V-20.3 BUTTERFLY 24 RIVER INTAKE SURFACE WATER ISOLATION 150 HANDWHEEL
V-20.4 COMBINATION AV/AR 6 RIVER INTAKE SURFACE WATER - -150 -APCO 140C OR EQUAL
V-20.5 CHECK 24 RIVER INTAKE SURFACE WATER DOUBLE-DISC CHECK 150 -
V-20.6 BUTTERFLY 24 RIVER INTAKE SURFACE WATER ISOLATION 150 HANDWHEEL
V-30.1 THRU V-30.8 BUTTERFLY 6 AERATION TOWER GROUND WATER ISOLATION 150 2" AWWA NUT GROOVED ENDS
V-30.9 THRU V-30.10 BUTTERFLY 12 AERATION TOWER GROUND WATER ISOLATION 150 2" AWWA NUT PROVIDE LOCK ON COVER
V-40.1 & V-40.12 BUTTERFLY 4 RACEWAYS SURFACE WATER ISOLATION 150 2" AWWA NUT IN VAULT
V-40.2 THRU V-40.11 BUTTERFLY 6 RACEWAYS SURFACE WATER ISOLATION 150 2" AWWA NUT IN VAULT
V-40.13 BUTTERFLY 12 RACEWAYS SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-40.14 THRU V-40.19 BUTTERFLY 4 RACEWAYS SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-40.20 BUTTERFLY 8 RACEWAYS SURFACE WATER ISOLATION 150 2" AWWA NUT
V-50.1 BALL 2 UTILITY WATER PUMPS GROUND WATER ISOLATION 150 LEVER
V-50.2 CHECK 4 UTILITY WATER PUMPS GROUND WATER SWING CHECK 150 -
V-50.3 BUTTERFLY 4 UTILITY WATER PUMPS GROUND WATER ISOLATION 150 HANDWHEEL
V-50.4 BALL 2 UTILITY WATER PUMPS GROUND WATER ISOLATION 150 LEVER
V-50.5 CHECK 4 UTILITY WATER PUMPS GROUND WATER SWING CHECK 150 -
V-50.6 BUTTERFLY 4 UTILITY WATER PUMPS GROUND WATER ISOLATION 150 HANDWHEEL
V-50.7 GATE 2 SPAWNING TANKS GROUND WATER ISOLATION 150 HANDWHEEL
V-50.8 GATE 2 SPAWNING TANKS GROUND WATER ISOLATION 150 HANDWHEEL
V-50.9 BALL 2 12 UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 LEVER
V-50.10 CHECK 4 UTILITY WATER PUMPS SURFACE WATER SWING CHECK 150 -
V-50.11 BUTTERFLY 4 UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 HANDWHEEL
V-50.12 BALL 2 12 UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 LEVER
V-50.13 CHECK 4 UTILITY WATER PUMPS SURFACE WATER SWING CHECK 150 -
V-50.14 BUTTERFLY 4 UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 HANDWHEEL
PRV-50.1 PRESSURE REDUCING
VALVE 6 UTILITY WATER PUMPS SURFACE WATER MODULATING 150 -CLA-VAL 90-01, 0-75 PSI,
0-300 GPM
V-50.15 GATE 2 SPAWNING TANKS SURFACE WATER ISOLATION 150 HANDWHEEL
V-50.16 GATE 2 SPAWNING TANKS SURFACE WATER ISOLATION 150 HANDWHEEL
V-50.17 THRU V-50.18 BUTTERFLY 4 SPAWNING TANKS SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-50.19 THRU V-50.26 BUTTERFLY 2 12 SORTING TABLE SURFACE WATER ISOLATION 150 LEVER ASAHI TYPE 57 #21310
V-50.27 THRU V-50.28 GATE 2 SORTING TABLE SURFACE WATER CONTROL 150 HANDWHEEL SCH 80 PVC
V-50.29 THRU V-50.30 BALL 2 SORTING TABLE SURFACE WATER ISOLATION 150 LEVER ASAHI #17245
V-50.31 BUTTERFLY 12 FISH LIFT SURFACE WATER MODULATING 150 MOTOR
V-50.32 BUTTERFLY 6 FISH LIFT SURFACE WATER MODULATING 150 MOTOR
V-50.33 BUTTERFLY 4 FISH LIFT SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-50.34 BUTTERFLY 4 FISH LIFT SURFACE WATER ISOLATION 150 2" AWWA NUT BURIED
V-50.35 BUTTERFLY 5 FISH LIFT SURFACE WATER ISOLATING 150 2" AWWA NUT BURIED
V-60.1 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.2 CHECK CHILLER ROOM CHILLED GROUND WATER SWING CHECK 150 -
V-60.3 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.4 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.5 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.6 CHECK CHILLER ROOM CHILLED GROUND WATER SWING CHECK 150 -
V-60.7 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.8 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.9 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.10 BUTTERFLY 6 INCUBATION ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.11 BUTTERFLY 8 INCUBATION ROOM GROUND WATER CONTROL 150 HANDWHEEL
GATE SCHEDULE
NO.TYPE SIZE (FT)LOCATION FLUID SERVICE OPERATOR REMARKS
G-40.1 THRU G-40.6 SLIDE GATE 10x6 RACEWAYS SURFACE WATER ISOLATION ELECTRIC SEE 40 M 5
G-50.1 THRU G-50.2 SLIDE GATE 2x4.5 FISH LIFT SURFACE WATER ISOLATION ELECTRIC SEE 50 M 9
REGIS
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PROJECT NUMBER: 20DAC01
OSA & LOAD CALCULATION TABLEBASED ON 2014 OREGON MECHANICAL SPECIALTY CODE
COMMERCIAL VENTILATION SECTION
NOTE: THIS INFORMATION IS FOR CALCULATION & CODE REVIEW ONLY. REFER TO EQUIPMENT SCHEDULES & PLANS FOR EXACT UNIT OPERATION AND BALANCING REQUIREMENTS.
EQUIPMENT
SERVING SPACE ROOM NAME & NUMBER AREA (SF)
TOTAL
COOLING
(BTU/H)
TOTAL
HEATING
(BTU/H)
TOTAL
OUTSIDE
AIR (CFM)
TOTAL
EXHAUST
AIR (CFM)
ROOM TYPE DEFAULT
OCCUPANCY
CFM /
PERSON
OCCUPANT
CFM CFM / SF SF CFM SUBTOT
CFM AIR DISTRIBUTION CONFIGURATION Ez
CONFERENCE/BREAKROOM (103)220 0 0 70 -Office Buildings: Conference rooms 8 5 40 0.06 13.2 54 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
OFFICE (102)155 0 0 20 -Office Buildings: Office space 1 5 5 0.06 9.3 15 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
ELECTRICAL & COMMS (105)50 0 0 0 50 Natural Ventilation 0 0 0 0 0 0 1.0
OPEN OFFICE (101)310 0 0 45 -Office Buildings: Office space 3 5 15 0.06 18.6 34 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
STORAGE (104)70 0 0 10 -Storage: Warehouse 0 0 0 0.06 4.2 5 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
FC-1 TOTAL OFFICE AREA 805 29,107 41,338 145 -
EWH-1 / EF-2 RESTROOM (106)50 -1,004 0 80 Natural Ventilation 0 0 0 0 0 0 1.0
EWH-2 / EF-3 STORAGE / WATER HEATER /
MOP SINK AREA (107)85 -3,645 10 80 Storage: Warehouse 0 0 0 0.06 5.1 6 1.0
EUH-4 / EF-4 /
AHU-1 FORMALINE STORAGE (108)100 -3,225 10 100 Storage: Warehouse 0 0 0 0.06 6 6 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
EUH-3 MUD ROOM (109)160 -4,708 0 -Natural Ventilation 0 0 0 0 0 0 1.0
AHU-1 INCUBATION ROOM (110)740 36,950 22,540 60 -Workrooms: Meat processing 3 15 45 0 0 45 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
DSI-2 / DSI-3 / EUH-1 ELECTRICAL ROOM (111)295 44,089 9,297 0 -Natural Ventilation 0 0 0 0 0 0 1.0
EUH-2 CHILLER ROOM (112)575 -37,582 290 290 Natural Ventilation 0 0 0 0 0 0 1.0
EUH-7 GENERATOR ROOM (113)225 -9,627 0 170 Natural Ventilation 0 0 0 0 0 0 1.0
EUH-5 / EF-8 SHOP ROOM 575 -24,807 0 575 Natural Ventilation 0 0 0 0 0 0 1.0
EUH-6 / EF-9 STORAGE 450 -22,608 30 450 Storage: Warehouse 0 0 0 0.06 27 27 1.0
FC-5 SPAWNING AREA 890 23,094 48,177 60 -Workrooms: Meat processing 3 15 45 0 0 45 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
EUH-9/EF-11 UTILITY WATER PUMP ROOM 165 -6,022 0 125 Natural Ventilation 0 0 0 0 0 0 1.0
EUH-8 / EF-10 FORMALIN STORAGE AREA 210 -13,397 20 210 Storage: Warehouse 0 0 0 0.06 12.6 13 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
FC-4 SORTING AREA 880 37,009 50,551 60 -Workrooms: Meat processing 3 15 45 0 0 45 warm air from ceiling >= 15°F above s.t., ceiling return 0.8
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1 ELECTRIC WALL HEATER DETAIL - SURFACE MOUNT
SCALE:NTS
3 ELECTRIC UNIT HEATER DETAIL
SCALE:NTS
5 TYPICAL EXHAUST FAN DETAIL
SCALE:NTS
7 CONDENSING UNIT DETAIL
SCALE:NTS
6 DUCT HANGER DETAIL
SCALE:NTS
POLE OPERATED
BACK BLADES
SUPPLY GRILLE. SEE
SCHEDULE FOR
DETAILS
DUCT MAINRECTANGLE ON ROUND
FITTING SEAL WITH
PAINTABLE TAPE SEALER
DAMPER
4 DUCT-MOUNTED GRILL DETAIL
SCALE:NTS
8 GENERATOR EXHAUST VENT SCHEMATIC
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9 GENERATOR TANK VENT(S) SCHEMATIC
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2 WALL MOUNTED EXHAUST FAN DETAIL
SCALE:NTS
3 STATIONARY LOUVER DETAIL
SCALE:NTS
5 DUCT PENETRATION THROUGH
EXTERIOR WALL DETAIL
SCALE:NTS
6 TYPICAL DIFFUSER CONNECTION DETAIL
SCALE:NTS
9 DUCT PENETRATION THROUGH ROOF DETAIL
SCALE:NTS
10 VERTICAL FAN COIL SECTION DETAIL
SCALE:NTS
7 EXHAUST FAN W/ PENTHOUSE DETAIL
SCALE:NTS
8 PENTHOUSE EXHAUST AIR DETAIL
SCALE:NTS
12 GENERATOR ROOM SECTION
SCALE:NTS
4 GROUND MOUNTED PACKAGED HEAT PUMP
(W/HORIZONTAL DISCHARGE) DETAIL
SCALE:NTS
11 ADJUSTABLE LOUVER WITH ACTUATOR DETAIL
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13 ROOF FAN MOUNTING DETAIL
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SCALE:NTS
3 BASE MOUNTED PUMP DETAIL
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4 TYPICAL PIPING CONNECTIONS TO
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42
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74
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PL
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GP 1
·
·
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·
·
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SHEET
DE
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© Schnabel Engineering 2016 All Rights Reserved
42
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12/23/20
74
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GP 2
FOR STEELFOR CONCRETE
FOR BRICKFOR WOOD
COMPONENTS:
1.C-CLAMP
2.SET SCREW
3.LOCK NUT
4.HANGER ROD
5.ADJUSTABLE
HANGER RING
6.STEEL BEAM OR
BAR JOIST
COMPONENTS:
1.HEX NUT
2.LOCK WASHER
3.HANGER ROD
4.ADJUSTABLE
HANGER RING
5.STEEL BEAM OR
BAR JOIST
COMPONENTS:
1.POWDER-DRIVEN
STUD
2.ROD COUPLING
3.HANGER ROD
4.ADJUSTABLE
HANGER RING
COMPONENTS:
1.WALL BRACKET
2.HEX NUT
3.LOCK WASHER
4.FLAT WASHER
5.TRANSITION ROD
6.ROD COUPLING
7.HANGER ROD
8.ADJUSTABLE
HANGER RING
COMPONENTS:
1.EYE ROD
2.FLAT WASHER
3.HEX HEAD CAP
SCREW
4.ADJUSTABLE
HANGER RING
5.DROP-IN ANCHOR
6.HEX HEAD LAG
SCREW
7.EXPANSION CASE
8.LOCK WASHER
9.HEX NUT
COMPONENTS:
1.DROP-IN ANCHOR
2.SPRING CLIP
CEILING PLATE
(OPTIONAL)
3.HANGER ROD
4.ADJUSTABLE
HANGER RING
COMPONENTS:
1.CLIP (CEILING
FLANGE)
2.HEX NUT
3.WOOD SCREW
4.HANGER ROD
5.ADJUSTABLE
HANGER RING
STANDARD C-CLAMP PIPE HANGER
FASTEN TO WOOD, CONCRETE,
BLOCK, OR STEEL WELD TO
STEEL (OPTIONAL)
BEAM PIPE HANGER STUD TYPE PIPE HANGER WALL BRACKET PIPE HANGER EYE ROD PIPE HANGER
CONCRETE PIPE HANGERCLIP PIPE HANGER
6
5
4
1
2
4
2
3 1
5
3
1
2
4
5
1
2
3
4
3
1
1
2
3
4
1
5
2
3 4
6
7
8
2 36
1
4
2
6
1
2
3
1
2
3
1
2
3
1
7
9
8
5
WALL CLEANOUT
CHROME
WALL COVER
AND SCREW
MAY EXTEND
AS WASTE
OR VENT.
PLUGGED TEE
W/ CLEANOUT.
FINISHED
FLOOR
1/8 BEND
END OF LINE CLEANOUT
THREADED
CLEANOUT
CAP
(LINE SIZE)
12"
6" MIN.
SEAL ALL EDGES OF
FLASHING COLLAR W/ ROOF
CAULK
IPS WATERTIGHT ROOF
FLASHING COLLAR; OR
EQUAL
2" MINIMUM
ROOF
INCREASER FITTING
AS REQUIRED FOR
FROST CLOSURE
SIZE-AS PER DRAWING
FLOOR CLEANOUT
FINISHED
FLOOR
FLOW
UNION
AQUASTAT (IF
REQUIRED BY CODE)
FOR CONTROL OF
PUMP
IN-LINE CIRCULATING
PUMP, CP-#
(SEE SCHEDULE)
REDUCING TEE
DIAL TYPE
PRESSURE GAUGE
(0-100 PSIG)
FOR
CONTINUATION
AND SIZE, SEE
FLOOR PLAN
BALL VALVE OR
LUG BUTTERFLY
VALVE
CHECK
VALVE
STRAINER
HOSE BIBB
WASTE LINE
12"x12"x3-1/2" THICK
CONC. PAD TROWEL
SMOOTH AND EDGE.
(TYPICAL)
BRASS CLEANOUT
PLUG W/ COUNTER
SUNK HEAD.
(TYPICAL)
FINISHED
GRADE
1/8 BEND
WASTE LINE,
LENGTH TO SUIT.
(TYPICAL)
1/8 BEND
2 WAY
SANITARY
CLEANOUT
FITTING
FLOOR
TO FIXTURE NEAREST
TO FD-1 OR FS-1
TRAP PRIMER JAY R. SMITH
MODEL 2699 OR EQUAL
1/2" COPPER TRAP PRIMER
PIPE -IF INSTALLED IN
UNHEATED CRAWL SPACE,
ROUTE PIPE ABOVE FLOOR
INSULATION SO THAT IT IS
WITHIN BUILDING
ENVELOPE
ACCESS PANEL IN
WALL AS REQUIRED
COLD
WATER
SUPPLY
1/2 GRATE UNLESS
OTHERWISE SCHEDULED
OR SPECIFIED
1/2" RAISED FLANGE
FLOOR SINK OUTLET
(2" MINIMUM)
DOME STRAINER
NO HUB CLAMP
(TYPICAL)
2"x 3" REDUCER REQUIRED
FOR ALL FLOOR SINKS FOR
COMBINATION WASTE AND
VENT SYSTEM (WHERE
APPLICABLE)
3" WASTE MINIMUM
DRAIN BODYFLASHING CLAMP
FINISHED FLOOR
FLASHING (EXTEND 12" BEYOND
DRAIN IN ALL DIRECTIONS)
CONFORM TO WATERPROOF
MEMBRANE MANUFACTURER.
SUMP RECEIVER
(WELD TO METAL
DECK)
PIPE SIZE AS
NOTED ON PLAN
METAL DECK
WITH CONCRETE
CONCRETE
CONTRUCTION
INSIDE CAULK
CONNECTION (SEE
SPEC. FOR JOINING
PROCEDURE)
FLOOR DRAIN, SET
STRAINER LEVEL WITH
CONCRETE (REFER TO
DRAINAGE SPECIALTIES
DATA)SUMP RECEIVER
(SET ON
CONCRETE)
WEEPHOLE
CONCRETE
SLAB
CONCRETE
TOPPING
METAL
DECK
FS-1 OR FD-1
1 PIPE HANGER DETAILS
SCALE:NTS
2 CLEANOUT DETAILS
SCALE:NTS
4 PVC - VENT THROUGH ROOF
SCALE:NTS
5 RECIRC PUMP DETAIL
SCALE:NTS
6 DOUBLE GRADE CLEANOUT DETAIL
SCALE:NTS
7 TRAP PRIMER DETAIL
SCALE:NTS
8 FLOOR SINK DETAIL
SCALE:NTS
9 FLOOR DRAIN DETAIL
SCALE:NTS
DRAIN VALVE
COLD WATER SUPPLY
SEE PLAN FOR SIZE
WATER
HEATER
SHUT-OFF VALVE (TYP.)
T
2" WIDE 24 GAUGE G.I. SEISMIC
ANCHOR. LOCATE WITHIN THE
UPPER AND LOWER ONE-THIRD
OF ITS VERTICAL DIMENSION,
THE LOWER STRAP LOCATED
TO MAINTAIN A MINIMUM
DISTANCE OF 4 INCHES ABOVE
THE CONTROLS. BOLT TO
STRUCTURE, SECURE TO
FRAMING WITH MIN. 1/4"x3" LAG
SCREWS. (TYP)
FULL SIZE COPPER
PIPE TO FLOOR
DRAIN/SINK
RECIRC.
LINE
LINE TEMP.
CONTROL
1" DRAIN PAN DRAIN
TO FLOOR DRAIN/SINK.
PROVIDE WHEN
WATER HEATER IS NOT
LOCATED ON SLAB ON
GRADE.
CIRCULATING
PUMP RE: 5/GP-3
CHECK
VALVE
THERMAL
EXPANSION
TANK
4" DEEP DRAIN PAN, 2" IN
DIAMETER LARGER THAN
DIAMETER OF TANK.
SEISMIC STRAPS
3 ELECTRIC RECIR. WATER
HEATER DETAIL
SCALE:NTS
1/8 BEND
TEMPERATURE & PRESSURE
RELIEF VALVE.
ROUTE TO NEAREST SERVICE SINK
OR OTHER APPROVED LOCATION
AND TERMINATE WITH 2" AIR GAP
HOT WATER OUTLET
THERMOSTATIC
MIXING VALVE
1"

C
W
1"

H
W
S-#
SS-1
CEILING
1"

C
W
1"

H
W
THERMOSTATIC
MIXING VALVE
11
HW
CW
STAGGERED FOR
CLARITY.
SIDE VIEW
SWING
GOOSENECK
6"
12
"
KNEE
PEDAL
10
WALL
FLOOR
KNEE
PEDAL
MOUNTING
HOLES
HOT WATER
CONTROL VALVE
COLD WATER INLET
3/8" IPS FEMALE
HOT WATER INLET
3/8" IPS FEMALE
TEPID WATER
OUTLET TO FAUCET
3/8" IPS FEMALE
REAR ELEV - KNEE CONTROL
FRONT ELEV - KNEE CONTROL
12
1/2"
1/
2
"
12"
6" MIN.
SEAL ALL EDGES OF
FLASHING COLLAR W/ ROOF
CAULK
IPS WATERTIGHT ROOF
FLASHING COLLAR; OR
EQUAL
2" MINIMUM
ROOF
INCREASER FITTING
AS REQUIRED FOR
FROST CLOSURE
SIZE-AS PER DRAWING
13 PVC - VENT THROUGH ROOF
SCALE:NTS
REDUCED PRESSURE BACKFLOW PREVENTER DETAIL
SCALE:NTS HOT WATER MIXING VALVE DETAIL
SCALE:NTS
UTILITY SINK WITH KNEE MOUNTED CONTROLS
SCALE:NTS
14 SAFETY SHOWER/EYE WASH - BARRIER FREE DETAIL
SCALE:NTS
STAINLESS STEEL
NUTS AND BOLTS
LEVELING NUTS
GROUT WASH
DOWN AREA
FINISHED FLOOR
CUT BOLTS TO LEAVE A
MAXIMUM OF 2 THREADS
TYPICAL EWSS MOUNTING
DRAIN
ALTERNATE SUPPLY
(PLUGGED)
1-1/4" TW
EYE WASH UNIT
SHOWER HEAD
NOTES:
1.REFER TO PLANS OR SCHEDULE
FOR EXACT SPECIFICATIONS.
2.SHOWER AND BOWL HEIGHT
SHALL BE ADA COMPLIANT
MV-2
1-1/4" HW
1-1/4" CW
VALVE SHALL BE
RATED FOR 20 GPM MIN.
SEE SCHEDULE FOR
ADDITIONAL REQUIREMENTS
TEMPERED FLOW
FROM HOT
WATER
SOURCE
TO HOT WATER
SOURCE
MV-2
WATER SUPPLY
PRESSURE/
TEMPERATURE
GAUGE
(TYP)
15
SCALE:NTS
SHEET
DE
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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M
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c
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PROJECT:
DATE:
ST
A
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P
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S
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A
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DA592013.00
12/23/20
74
5
5
3
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4/
2
7
/
2
0
2
0

9
:
2
2

A
M
JS
JH
JS
OR
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G
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T
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R
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D
PROFES SI O N A L
74
5
5
3
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M I C H A EL
GR
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F
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ON
12
/
2
3
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2
0
2
0
Project:20DAC01Phone: [phone]
PL
U
M
B
I
N
G

D
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A
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S

-

I
GP 3
WATERPROOFING
MEMBRANE
(WHERE
APPLICABLE)
FINISHED FLOOR
FLOOR
SINK/FLOOR
DRAIN
REDUCER
TAILPIECE SHALL
NOT EXCEED 2'-0
TAILPIECE TO BE TWO SIZES SMALLER
THAN TRAP AND WASTE WHEN SERVING A
COMBINATION WASTE AND VENT LINE.
PVC WASTE
CONNECTION,
SIZED PER
SCHEDULE.
LESS THAN 45°
SLOPE AT 1/4" OR 1/8" PER
FOOT AS NOTED ON PLANS
MAIN
COMBINATION
WASTE & VENT
LINE
BRANCH LINE
WATERPROOFING
MEMBRANE
(WHERE
APPLICABLE)
FINISHED
FLOOR
FLOOR
SINK/FLOOR
DRAIN
REDUCER
TAILPIECE SHALL
NOT EXCEED 2'-0
TAILPIECE TO BE TWO SIZES SMALLER THAN
TRAP AND WASTE WHEN SERVING A
COMBINATION WASTE AND VENT LINE.
PVC WASTE
CONNECTION, SIZED PER
SCHEDULE.
SLOPE AT 1/4" OR 1/8" PER FOOT
AS NOTED ON PLANS
MAIN
COMBINATION
WASTE & VENT
LINE
BRANCH LINE
TRAFFIC RATED
STEEL FLOOR
DRAIN (WHERE
APPLICABLE)
STAINLESS
STEEL RETAINER
RING (WHERE
APPLICABLE)
TRAFFIC RATED STEEL FLOOR
DRAIN (WHERE APPLICABLE)
STAINLESS
STEEL RETAINER
RING (WHERE
APPLICABLE)
FIXED OUTET STRAINER
PERFORATED STRAINED
BASKET
PERFORATED
STRAINED
BASKET
FIXED OUTET STRAINER
All dimensions assume standard thread engagement. Variations in manufacturing allow for
per threaded joint. To find the tolerance of a dimension, add the number of
thread joints in between a dimension and multiply it by 1 ⁄8" (3mm).
Ø 3.1"
(78.7mm)16"
(406mm)
53¼"
(1352mm)
Wall Thickness
0"−8"
8"−12"
12"−18"
Model No.
S19-310TW8
S19-310TW12
S19-310TW18
8"
(203mm)
48¾"
(1238mm)
37 ⁄8"
1¼" NPT
TW Supply Inlet
(98mm)
(dimension will
increase with
varying wall
thicknesses)
12"
(305mm)
55⁄8 "
(143mm)
36"
(914mm)
to floor
1⁄8" (3mm).
MV-2
1-1/4" HW
1-1/4" CW
VALVE SHALL
BE RATED FOR
20 GPM MIN.
SEE SCHEDULE
FOR ADDITIONAL
REQUIREMENTS
USE VALVE
SUB-ASSEMBLY
TO MARK AND
DRILL VALVE
STEM HOLES.1-1/4" TW
2 SAFETY SHOWER/EYE WASH - FROST PROOF DETAIL
SCALE:NTS
1 COMBINATION WASTE AND VENT DETAIL
SCALE:NTS
SHEET
DE
S
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N
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D

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Y
:
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A
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N

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:
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© Schnabel Engineering 2016 All Rights Reserved
42
0

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.

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PROJECT:
DATE:
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A
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P
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S
S
I
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N
A
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N
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ID
A
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G
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DA592013.00
12/23/20
74
5
5
3
P
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4/
2
7
/
2
0
2
0

9
:
2
2

A
M
JS
JH
JS
OR
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G
O
N
R
E
N
G
I
N
EE R
EGI
ST
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D
PROFES SI O N A L
74
5
5
3
P
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EX
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