20240806IPC to Staff 31b -Exhibit_B_-_Oxbow_Fish_Hatchery_Renovation_-_Drawings_Volume_2_-_December_23_2020.pdf

IDAHO POWER COMPANY
OXBOW FISH HATCHERY RENOVATION
BID DRAWINGS VOL 2 OF 2
PROJECT DRAWINGS
DECEMBER 23, 2020
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OREGON
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EXPIRES: 12/31/2021
d 250 SOUTH 5TH STREET
Schnabel BOI SE,IDAHO 83702
ENGI N E E R I N G [phone]

DRAWING LIST
--------
BELLINGHAM I GENERAL(VOLUME I)
G-0 COVER SHEET 20 S 3 SECTIONS&DETAILS-1 50 P 1 PLUMBING WASTE AND VENT 1ST FLOOR PLAN
G-1 DRAWING LIST AND LOCATION MAPS 20 S 4 SECTIONS&DETAILS-11 50 P 2 PLUMBING WASTE AND VENT 2ND FLOOR PLAN
G-2 SYMBOLS AND ABBREVIATIONS 20 M 1 INTAKE PLAN 50 P 3 PLUMBING WATER 1ST FLOOR PLAN
EVERETT G-3 SITE SURVEY 20 M 2 SECTIONS 50 P 4 PLUMBING WATER 2ND FLOOR PLAN 0
G-4 DESIGN CRITERIA&FLOW SCHEMATIC 20 M 3 MECHANICAL DETAILS 50 E 1 POWER PLANS
i G-5 HYDRAULIC PROFILE 20 M 4 MECHANICAL SUPPORT DETAILS 50 E 2 LIGHTING PLANS
SEATTLE SPOKANE \ GC-1 CIVIL NOTES 20 E 1 POWER PLAN 50 11 SORTING AND SPAWNING P&ID o
GC-2 CIVIL DETAILS-I 20 11 INTAKE PUMP STATION P&ID 50 12 BASKET CONTROL P&ID
1 n.` 90 `< GC-3 CIVIL DETAILS-II 20 12 INTAKE PLATFORM&AIRBURST BLDG INSTRUMENTATION PLAN 5013 INSTRUMENTATION PLAN
01�` TACOMA `es GC-4 CIVIL DETAILS-III 20110 INT-RIO PANEL LAYOUT 50110 SB-RIO PANEL LAYOUT
l ` GC-5 CIVIL DETAILS-IV 20 111 INT-RIO PANEL BILL OF MATERIAL 50 111 SB-RIO PANEL BILL OF MATERIAL
j� GC-6 CIVIL DETAILS-V 20112 INT-RIO PANEL SCHEMATIC 1 50:12 SB-RIO PANEL SCHEMATIC 1
4 ° OLYMPIA GL-1 LANDSCAPING DETAILS-1 20113 INT-RIO PANEL SCHEMATIC 2 50113 SB-RIO PANEL SCHEMATIC 2
4 ELLENSBURG GA-1 BUILDING DATA AND CODE ANALYSIS 20114 INT-RIO PANEL SCHEMATIC 3 50114 SB-RIO PANEL SCHEMATIC 3
MOSCOW
h ` � GA-2 ACCESSIBILITY REQUIREMENTS 20115 INT-RIO PANEL SHCEMATIC 4 50115 SB-RIO PANEL SCHEMATIC 4 w
RICHLAND LEWISTON i GA-3 ACCESSIBILITY REQUIREMENTS 20 116 INT-RI0 PANEL SCHEMATIC 5 50116 SB-RIO PANEL SCHEMATIC 5
�
12 GA-4 ACCESSIBILITY REQUIREMENTS 50117 SB-RIO PANEL SCHEMATIC 6�� I GA-5 DOOR AND WINDOW DETAILS AREA 30-AERATION TOWER(VOLUME 2) 50118 BRA IL AND FEMALE HOLDING TANK SCHEMATIC -
' LONGVIEW KENNEWICK ` ` GA-6 DOOR AND WINDOW DETAILS 50119 MALE HOLDING TANK AND BASKET LIFT SCHEMATIC m ca a
COTTONWOOD \ GA-6.1 DOOR AND WINDOW DETAILS 30 S 1 PLAN AND SECTIONS 50:20 SB-LOP PANEL LAYOUT AND BILL OF MATERIAL z a m
VANCOUVER _ \ GA:7 7 DOOR AND WINDOW DETAILS 30 S 2 GRATING PLAN AND DETAILS 50 121 SB-LCP PANEL SCHEMATIC
1I _ GRANGEVILLE " w o
' -� �� PENDLETON `�� J GA-7.1 DOOR AND WINDOW DETAILS 30 S 3 STAIRS PLAN AND DETAILS 50122 SB-LCP PANEL SCHEMATIC 2 Q z
( GA-8 DETAILS 30 M 1 TOWER PLAN w
1 PORTLAND '�/ GA-9 FINISH SCHEDULES AND INTERIOR ELEVATIONS 30 M 2 SECTIONS AREA 60-HATCHERY BUILDING(VOLUME 2) z
es
LA GRANDE GA-10 FLOOR,WALL,ROOF TYPES 30 M 3 SECTIONS&DETAILS m z
r COPPERFIEL SALMON GA-10.1 FLOOR,WALL,ROOF TYPES 30 M 4 DISTRIBUTION BOX DETAILS 60 A 1 FLOOR PLAN
\ 3'm ¢
en GA-11 BUILDING ENVELOPE ENERGY COMPLIANCE-SORTING BLDG 30 M 5 DETAILS 60 A 1.1 REFLECTED CEILING PLAN o SALEM GA-12 BUILDING ENVELOPE ENERGY COMPLIANCE-HATCHERY BLDG 30 E 1 POWER AND LIGHTING PLAN 60 A 2 ROOF PLAN o
MCCALL
JJ BAKER CITY GA-13 BUILDING ENVELOPE ENERGY COMPLIANCE-SHOP BLDG 3011 AERATION TOWER P&ID 60 A 3 EXTERIOR ELEVATIONS
iCORVALLIS t -(- GS-1 STRUCTURAL NOTES 3012 INSTRUMENTATION PLAN 60A4 BUILDING SECTIONS o
CASCADE CHALLIS �"•/--- \� GS-2 WOOD FRAMING CONNECTION DETAILS 60A5 BUILDING SECTIONS
' VICINTIY MAP GS-3 SHEAR WALL DETAILS AREA 40-ADULT HOLDING FACILITY(VOLUME 2) 60 A 6 WALL SECTIONS
s GS-4 STRUCTURAL DETAILS-I 60 A 7 WALL SECTIONS
ss STANLEY DUBOIS zo I GS-5 STRUCTURAL DETAILS-II 40 All FLOOR PLAN 60 A 8 WALL SECTIONS
BEND az as GS-6 STRUCTURAL DETAILS-111 40 A 2 ROOF PLAN 60 S 1 FOUNDATION PLAN
EUGENE
CALD ILL GS-7 STRUCTURAL DETAILS-IV 40 A 3 EXTERIOR ELEVATIONS 60 S 2 ROOF FRAMING PLAN o
ARCO I GS-8 STRUCTURAL DETAILS-V 40 S 1 FOUNDATION PLAN 60 S 3 BUILDING SECTIONS-I
BOIS E s s ` GS-9 STRUCTURAL DETAILS-VI 40 S 2 GRATING AND GUARDRAIL LAYOUT 60 S 4 BUILDING SECTIONS-11
NAMPA
zo FDAHOALLS ye I GM-2 PIPE SCHICAL EDUL(EOTES 40S3 AND NOTES 40 S 4 BUOOF ILDIING EING CTIO SN 60S5 BUILDING SECTIONS-III
I 60 S 6 BUILDING SECTIONS-IV
i CAREY gLACKF00T GM-3 MECHANICAL SCHEDULES 40 S 5 BUILDING SECTIONS- 60 S 7 HEADER DETAILS
i MOUNTAIN HOME I GM-4 MECHANICAL DETAILS-1 40 S 6 BUILDING SECTIONS-111 60 M 1 HATCHERY BUILDING rc i N
ea SHOSHONE POCATELLO GM-5 MECHANICAL DETAILS-11 40 S 7 BUILDING DETAILS 60 M 2 INCUBATION SECTIONS AND DETAILS
AMERICAN FALLS GM-6 MECHANICAL DETAILS-III 40 M 1 RACEWAY PLAN 60 M 3 INCUBATION DETAILS
86 so I GH-1 HVAC LEGENDS AND NOTES 40 M 2 RACEWAY PIPING PLAN 60 M 4 HATCHERY BUILDING DETAILS0Q-
' I TWIN FALLS 1 GH-2 HVAC ENERGY COMPLIANCE 40 M 3 RACEWAY SECTIONS-1 60 M 5 CHILLER BAY PLAN �3a
15 GH-3 HVAC SCHEDULES- 40 M 4 FLOOR DIFFUSER&CROSS CHANNEL TAIL SCREEN 60 H 1 HVAC PLAN
` as 84 - MALAD CITY GH-4 HVAC SCHEDULES- 40 M 5 SLIDE GATE PLAN AND SECTIONS 60 P 1 PLUMBING WASTE AND VENT PLAN
GH-5 HVAC SCHEDULES-111 40M6 TAIL SCREEN DETAILS 60P2 PLUMBING WATER PLAN
GH-6 HVAC DETAILS-1 40 M 7 ROTATING STANDPIPE DETAILS 60 E 1 POWER PLAN
GH-7 HVAC DETAILS-1 40 M 8 LIFE SAFETY 60 E 2 LIGHTING PLAN Z
GH-8 HVAC DETAILS-111 40 M 10 RACEWAY CROWDER PLAN&ISO 6011 CHILLED WATER LOOP P&ID
GP-1 PLUMBING LEGEND AND NOTES 40 M 11 RACEWAY CROWDER POSITIONS 6012 WATER CHILLER P&IDGP-2 PLUMBING 40 M 12 RACEWAY CROWDER SECTION 6013 WATER CHILLER P&ID 2 I� a
GP-3 PLUMBING DETAILSLES AND DETAILSS-II 40 M 13 RACEWAY CROWDER DETAILS SI 6014 CHILLER ROOM GAS MONITORING P&ID ,v w m°M u
LOCATION MAP GP-4 PLUMBINGDETAILS 40M14 RACEWAY CROWDER DETAILS-11 6015 INSTRUMENTATION PLAN � Z Nmrn
GE-1 ELECTRICAL LEGEND AND NOTES 40 M 15 RACEWAY CROWDER DETAILS-III 60 110 OXB-CCP PANEL LAYOUT
GE-2 ELECTRICAL IECC ENERGY COMPLIANCE 40 M 16 CROSS CHANNEL CROWDER PLAN&ISO 60111 OXB-CCP PANEL BILL OF MATERIAL o
GE-3 ELECTRICAL SCHEDULES 40 M 17 CROSS CHANNEL CROWDER SECTIONS 60112 OXB-CCP PANEL SCHEMATIC 1 U Z _ )
GE-4 PANEL SCHEDULES 40 M 18 CROSS CHANNEL CROWDER DETAILS-I 60113 OXB-CCP PANEL SCHEMATIC 2 `o m
tc
GE-5 LIGHTING SCHEDULE AND DETAILS 40 M 19 CROSS CHANNEL CROWDER DETAILS-II 60 114 OXB-CCP PANEL SCHEMATIC 3 w _a C
PROJECT LOCATION GE-6 STANDARD DETAILS 40 M 20 CROSS CHANNEL CROWDER DETAILS-111 60115 OXB-CCP PANEL SCHEMATIC 4 2 rn
GE-7 STANDARD DETAILS 40 H 1 HVAC PLAN 60116 OXB-CCP PANEL SCHEMATIC 5 3
GI-1 LEGEND AND NOTES-I 40 E 1 POWER PLAN 60 117 OXB-CCP PANEL SCHEMATIC 6
COPPERFIELD GI-2 LEGEND AND NOTES-II 40 E 2 LIGHTING PLAN 60 118 OXB-CCP PANEL SCHEMATIC 7 '
O OXBOW DAM GI-3 INSTRUMENTATION SCHEDULE 40 1 1 ADULT HOLDING P&ID
GI-4 PROCESS NETWORK DIAGRAM 4012 TYPICAL RACEWAY CROWDER P&ID
GI-5 CROWDER NETWORK DIAGRAM 4013 RACEWAY AREA INSTRUMENTATION PLAN AREA 70-SHOP AND STORAGE BUILDING(VOLUME 2)
GI-6 CABLE SCHEDULE 40110 TYPICAL CONTROL PANEL LAYOUT
GI-7 CABLE SCHEDULE-11 70 A 1 FLOOR PLAN
GI-8 DETAILS-I AREA 50-SORTING AND SPAWNING FACILITY(VOLUME 2) 70 A 1.1 REFLECTED CEILING PLAN
OREGON GI-9 DETAILS-II 70 A 2 ROOF PLAN
50 A 1 FIRST FLOOR PLAN 70 A 3 EXTERIOR ELEVATIONS Cf)
AREA 10-SITE(VOLUME 2) 50 A 1.1 SECOND FLOOR PLAN 70 A 4 BUILDING SECTIONS
50 A 1.2 REFLECTED CEILING PLAN 70 S 1 FOUNDATION PLAN
90 3 10 D 1 SITE DEMOLITION PLAN 50 A 2 ROOF PLAN 70 S 2 ROOF FRAMING PLAN Q
O 10 D 2 SITE PHOTOS-I 50 A 3 EXTERIOR ELEVATIONS 70 S 3 BUILDING SECTIONS-I Z
k SNAKE RIVER 10 D 3 SITE PHOTOS-11 50 A 4 BUILDING SECTIONS 70 S 4 BUILDING SECTIONS-11 O z
loci SITE PLAN 50 A 5 BUILDING SECTIONS 70 S 5 HEADER DETAILS — 0
to 10 C 2 EROSION CONTROL&STAGING PLAN 50 A 6 WALL SECTIONS 70 M 1 FREEZER ROOM PLAN Q
PINE CREK 2 10 C 3 PAVING,GRADING&DRAINAGE PLAN-I 50 A 7 WALL SECTIONS 70 H 1 HVAC PLAN Z Z F
wzw 10 C 4 PAVING,GRADING&DRAINAGE PLAN-11 50 A 8 WALL SECTIONS 70 P 1 PLUMBING WASTE AND VENT PLAN Z Z O Q
HALFWAY 10 C 5 YARD PIPING PLAN-I 50 A 9 WALL SECTIONS 70 E 1 POWER PLAN W
m 10 C 6 YARD PIPING PLAN-11 50 A 10 WALL SECTIONS 70 E 2 LIGHTING PLAN K J O
10 C 7 YARD PIPING COORDINATE TABLE 50 S 1 FOUNDATION PLAN 7011 INSTRUMENTATION PLAN OU O Q J
o e 10 C 8 SECTIONS AND DETAILS-1 50 S 2 UPPER FLOOR&ROOF FRAMING PLAN W p
BROWNLEE DAM 10 C 9 SECTIONS AND DETAILS-11 50 S 3 BUILDING SECTIONS-I = W w LLB 0
10 LS 1 SOUTH AREA LANDSCAPING PLAN 50 S 4 BUILDING SECTIONS-11 F Jj Z z
'r 10 LS 2 EAST AND WEST AREA LANDSCAPING PLAN 50 S 5 BUILDING DETAILS-1 = d K Lu Q
10 LS 3 NORTH AREA LANDSCAPING PLAN 50 S 6 BUILDING DETAILS-11 = O LU (�
IDAHO 10 LS 4 LANDSCAPING IRRIGATION SYSTEM DETAILS 50 M 1 SORTING AREA PLAN U) = 0-
10 S 1 VISITOR KIOSKS AND RESTROOMS 50 M 2 SPAWNING AREA PLAN LL Q O LO
z 10 S 2 SHADE STRUCTURE DETAILS 50 M 3 TRANSFER TUBE PLAN&SECTIONS O
w 10 S 3 EXISTING DORM BUILDING FOUNDATION DETAILS 50 M 4 SECTIONS O 0
o Z 10 M 1 SITE MECHANICAL DETAILS 50 M 5 SECTIONS&DETAILS in X z
x 10 E 1 SITE PLAN 50 M 6 SPAWNING TANK FALSE FLOOR PLAN&SECTIONS
o 10 E 2 SITE DEMO PLAN 50 M 7 SPAWNING TANK FALSE FLOOR DETAILS O
10 E 3 SINGLE LINE-DEMO 50 M 8 DETAILS-1 Q
10E4 SINGLE LINE-NEW 50M8.1 DETAILS-11
a 10 E 5 DETAILS 50 M 9 ADULT HOLDING LIFT SYSTEM PLAN AND SECTIONS Q
VICINITY MAP 10 1 1 SITE INSTRUMENTATION PLAN 50 M 10 FISH LIFT PLAN&ISO
a 1012 WELL PUMP P&ID 50 M 11 FISH LIFT PLAN&SECTIONS
50 M 12 BRAIL PLAN AND SECTIONS
AREA 20-RIVER INTAKE(VOLUME 2) 50 M 13 UTILITY WATER SYSTEM
50 M 14 FORMALIN SYSTEM SCHEMATIC
20 S 1 FOUNDATION PLAN&SECTIONS 50 H 1 HVAC 1ST FLOOR PLAN
a 20 S 2 ROOF FRAMING PLAN&DETAILS 50 H 2 HVAC 2ND FLOOR PLAN
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
G-1
0 Sch-bd Engineering 2016 All Rights R...,.d

ABBREVIATIONS SYMBOLS SECTION AND DETAIL IDENTIFICATION
GATE VALVE FE FLOW METER 1-3 STOP GATE
AB ANCHOR BOLT MAN MANUAL
ADJ ADJUSTABLE MAX MAXIMUM l BUTTERFLY SECTION IDENTIFICATION
ALUM ALUMINUM MCC MOTOR CONTROL CENTER \ VALVE [ O ] SLIDE GATE
GATE VALVE,BURIED WITH o
AFRO APPROVED MCM McMASTER-CARR M VALVE BOX a
APPROX APPROXIMATE MECH MECHANICAL ECCENTRIC SECTION LETTER
PLUG VALVE BUTTERFLY VALVE,BURIED SLUICE GATE o MFR MANUFACTURER
BILK BLACK OR BLOCK WITH VALVE BOX
BLKG BLOCKING MIN MINIMUM OR MINUTE BALL VALVE FH a SECTION A
MISC MISCELLANEOUS ECCENTRIC PLUG VALVE,
BM BEAM OR BENCH MARK FIRE HYDRANT --t -
BP BYPASS PIPE MJ MECHANICAL JOINT � CHECK VALVE BURIED WITH VALVE BOX - SCALE: _
MOD MODULATING ^
CC CENTER TO CENTER N NORTH LUBRICATED PLUG VALVE, V MANHOLE DRAWING ON DRAWING ON
CCP CONCRETE CYLINDER PIPE PRESSURE BURIED WITH VALVE BOX WHICH SECTION WHICH SECTION w
NIC NOT IN CONTRACT REDUCING VALVE IS SHOWN IS CUT rc
CI CAST IRON NTS NOT TO SCALE FLOW ARROW
CJ CONSTRUCTION JOINT TEE(PLAN VIEW) DETAIL IDENTIFICATION
CKV CHECK VALVE OC ON CENTER BACK-PRESSURE a a
CL CHAIN LINK OR CENTERLINE OD OUTSIDE DIAMETER 4�1_ VALVE �' PROCESS FLOW ARROW ? a
CLR CLEAR OH OVER HEAD DETAIL NUMBER w o
TEE(TOP VIEW)
CLS CHLORINE SOLUTION OR OVERHEAD POWER AIR VACUUM AND AIR (`V\ ° w
CMP CORRUGATED METAL PIPE OPER OPERATOR OR OPERATING RELEASE ASSEMBLY PIPE MATERIAL CHANGE DETAIL _
CMU CONCRETE MASONRY UNIT ORPER ORP EXHIBIT RETURN m w
!J TEE(SIDE VIEW)
CONC CONCRETE OR CONCENTRIC ORPES ORP EXHIBIT SUPPLY SCALE: i
CONSTR CONSTRUCTION OR CONSTRUCT TEMPERATURE 77� EARTH zo
CPLG COUPLING PIT PRESSURE INDICATING TRANSMITTER CONTROL VALVE T ELBOW(90) vX/0<C\�/X\ DRAWING ON DRAWING ON o
CTR CENTER PL PLATE,PROPERTY LINE OR PLACE / WHICH DETAIL IS WHICH SECTION a
CTSK COUNTERSINK POS POSITION INDICATING S GRAVEL,RAINROCK,OR SHOWN IS CALLED-OUT o
SOLENOID ELBOW DOWN AGGREGATE BASE
CV CONTROL VALVE PSF POUNDS PER SQUARE FOOT (DOWN) PIPE IDENTIFICATION wU �
PSI POUNDS PER SQUARE INCH VALVE
HD
D DRAIN PVC POLYVINYL CHLORIDE PIPE MULTIPORT ^ 11-111- FLUID ABBREVIATION
o
DET DETAIL VALVE-3 WAY ELBOW/TEE(SIDE) -III— ROCK
DIA DIAMETER QTY QUANTITYI-
12"PW 8
DIP DUCTILE IRON PIPE �p1,
DP DIFFERENTIAL PRESSURE R RADIUS,RISER,RETURN NEEDLE VALVE
DWG DRAWING RED REDUCER PIPE END ASPHALT PIPE DIAMETER MATERIAL GROUP NUMBER
REINF REINFORCE OR REINFORCED FLOAT OPERATED a _ _
E EAST REQ'D REQUIRED
VALVE %�
REV REVISION GRAVEL ifs 4
EA EACH EF EACH FACE OR EXHAUST FAN RPM REVOLUTIONS PER MINUTE PRESSURE RELIEF PIPE CUT EQUIPMENT IDENTIFICATION is3a
EL ELEVATION RT RIGHT VALVE X X X X FENCE
ELEC ELECTRICAL OR ELECTRONIC RWY RACEWAY 4
/ ,�r EQUIPMENT DESIGNATOR EQUIPMENT NUMBER (D
EQUIP EQUIPMENT \ PIPE BRAKE !V.
EXIST EXISTING S SOUTH,SINK,SECOND OR SLOPE DRAIN VALVE
EXP JT EXPANSION JOINT SCH SCHEDULE
EW EACH WAY SECT SECTION SLEEVE TYPE COUPLING 11 r •y w o E
BHT SHEET HOSE BIBB J L AREA NUMBER O
SHTG SHEATHING TRUE NORTH ARROW Z 'T m
FCA FLANGE COUPLING ADAPTER (FRONT) M
FG FINISHED GRADE SIM SIMILAR Q FLANGED ADAPTER f=
STL STEEL U Z ,0
FIG FIGURE d
FIN FINISHED STN STAINLESS � -t c HOSE BIBB MECHANICAL TYPE w
FIT FLOW INDICATOR TRANSMITER STN STL,SS STAINLESS STEEL (PLAN) COUPLING °a w
FLG FLANGED STRUCT STRUCTURAL OR STRUCTURE 3
SYM SYMMETRICAL OR SYMBOL HOSE BIBB
FLR FLOOR 4f� FLEXIBLE COUPLING <
FPS FEET PER SECOND SPECS SPECIFICATIONS (SIDE) N
FT FEET OR FOOT SO SQUARE
FTG FOOTING STA STATION P UNION
STD STANDARD MOTOR OPERATOR FOR VALVES PROJECT NORTH ARROW
(P=PNEUMATIC)
GA GAGE OR GAUGE TCLER TOTAL CHLORINE EXHIBIT RETURN QUICK DISCONNECT
GAL GALLON TOC TOP OF CONCRETE/TOP OF CURB COUPLER
��^
GALV GALVANIZED TURER TURBIDITY EXHIBIT RETURN MOTOR OPERATOR FOR VALVES CAPPED END OR \7 WATER SURFACE ELEVATION
GW GROUND WATER TURES TURBIDITY EXHIBIT SUPPLY (M=ELECTRIC) PLUGGED END
GWB GYPSUM WALLBOARD TYP TYPICAL Cn
LINO UNLESS NOTED OTHERWISE BLIND FLANGE z
HCA HEADED CONCRETE ANCHOR C Z o PRESSURE GAUGE O O
HE HEAT EXCHANGER BREAK LINE
HGL HYDRAULIC GRADE LINE VAR VARIES OR VARIABLE C' REDUCER OR INCREASER ¢ Q
HORIZ HORIZONTAL VERT VERTICAL >O Z Z
W HP HORSEPOWER OR HIGH PRESSURE Z Q O
VOL VOLUME PRESSURE GAUGE WITH W a U of
HV HAND VALVE DIAPHRAGM SEAL -. STRAINER W W J
z HYD HYDRAULIC OR HYDRANT W WEST OR WASTE BENCHMARK(BM) } O 0' Q m
W/ WITH $ PRESSURE SWITCH \ W m
° IE INVERT ELEVATION $ �/ DRAIN SURVEY MONUMENT = W LLB Q
W/O WITHOUT U W
ID INSIDE DIAMETER F � IL z Q
rc IF INSIDE FACE WP WATER PROOF = a W L z
w WS WATER SURFACE PRESSURE SWITCH WITH IN INCH \\�� ® BOREHOLE
co
INV INVERT WT WEIGHT DIAPHRAGM SEAL ELBOW(45) LL Q O
i WWM WELDED WIRE MESH
JT JOINT 0 SURVEY CONTROL POINT � �_ U J
° LB POUND XFMR TRANSFORMER ORIFICE PLATE AND FLANGES O VENT in m
o LHO LOW HEAD OXYGENATOR XXX COORDINATE NUMBER p
LIT LEVEL INDICATING TRANSMITTER YD YARD }
w YR YEAR - ROTAMETER(TOP/BOTTOM) C UNIT HEATER c/)
a REVISION NUMBER
0
o INJECTOR OR EDUCTOR
m CENTRIFUGAL OR TURBINE
PUMP,OR FAN
a PIPE SUPPORT(IN PLAN) REVISION CLOUD
PROJECT: DA592013.00
BACK FLOW PREVENTOR DATE: 12/23/2020
SHEET
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0 Schn bd Engineering 2016 All Rights R...,.

PINE CREEK �y
24"DIA CMP V \
POTABLE WATER TO TOP EL �
HATCHERY BUILDING 1,695 I
1,700
1.A03 CP J97 "v
1,702 0 op
TP*2-CONDUIT
0
1,705 0 24"CIA CMP
TOP EL 1,699.22' < u
ABANDONED
'M wT `M� RACEWAYS °
M M WELL NO.2 Q ®®a-
M M M
M
K
CHILLER $
F WELL NO.1 Q TP-3
a 0 15 30 60 90 FT w
O K
rn W 4"DIA PVC GROUND SCALE:1"=30' o
f
WATER SUPPLY P FALL CHINOOK o m
DOMESTIC q RACEWAYS EXISTING HATCHERY
WELL HOUSE BUILDING a
IR IGATION
DOMESTIC WELL oe TP-1 m z
VA VE BOX HEAD BOX CP 24, w
oe EXISTING SS o m o
A
d 3 LIFT STATION
SEPTIC TANK o w
HATCHERY MANAGER'S 0
RESIDENCE > o P 4 D
> m WU F
007� bl p� -� < o
m
Q 2"IRRIGATION SUPPLY A
� o
LEGEND Tos TP'6
DOSING TANK
T05 0 55 O>d
B TEMPORARY BENCH MARK
�>p TOC EL 1,704.25'+/- 2"PRESSURE SEWER FROM a vai 40
ICV S HATCHERY BUILDING - m iri
pd IRRIGATION CONTROL VALVE
S ifs/ OP
POWER POLE
20'x2O'SAND
® WATER VALVE/WELL BED GARAGE/ST RAGE
FENCE GATE Q, Z
CP 147, _ m
TELEPHONE PEDESTAL '>03 ADULT HOLDING PONDS o
36"DIA CMP '� �' EO
CHAIN LINK FENCE o TOP EL=1,694.18' '� ,n U
�P OVERHEAD POWER m C 3
��-
V 1a)
FROST FREE VALVE � � TP-5 3 N Z 'gom
F.. FIBER OPTICS LINE ff L m
SS SANITARY SEWER LINE .��, v,ww w a
DORM o N
W BUILDING WATER LINE o E
IR IRRIGATION LINE � <
T TELEPHONE AND ALARM 3s
1,000 GAL
SEPTIC/DOSING TANK
❑,�^❑ DIA WATER
SUPPLY
Sy. III Iul III SUPPLY(TYP OF 2)
CONTROL TABLE
a
NO. NORTHING FASTING ELEVATION DESCRIPTION 0A \ ^11 N
ISOLATION VALVE O Z
97 N 497593.10 E 9 14036.19 1701.92 Y"REBAR WITH QCI CAP 3 F Q 0
c?
98 N 497303.96 E 9144941.00 1705.82 Y2"REBAR WITH QCI CAP SS 3 Q Z Z
99 N 497135.70 E 9145404.14 1699.27 Y2"REBAR WITH QCI CAP �IIII W d 00 }
AIR BURST d9 H K J LU
i / BUILDING ..
1470 N497321.10 E9145109.00 1704.73 CHISELED'X' \ -r F�o a g/` � O QN N�
EQUIPMENT N
3 H / W W l] LL LL
° 3323 N 497379.74 E 9145227.44 1703.61 SETNAIL ;OP o Q ' U W z
M 09 O w
w 3324 N 497517.03 E 9145138.26 1702.93 SETNAIL \ / >2 Ss = d K
oP �1J03 0 1L O d �
3330 N 497283.76 E 9145294.06 1702.58 SETNAIL
EXISTING INTAKE O
w 3331 N 497196.81 E 9145353.96 1701.24 SETNAIL Op� \/ \ -� 6 �STTRUCTURE m
IS / i 00 Q"p O
NOTES: TO DOMESTIC _ O -o
w WATER TANK
5
°a 1. SURVEY COMPLETED BY QUADRANT CONSULTING,INC.ON FEBRUARY 28,2020 USING DIGITAL IMAGRY SHOT FROM A DJI
6
o PHANTOM4 PRO UAV.THE DATA WAS PROCESSED USING PIX4D MAPPER VERSION 4.5.3.GROUND CONTROL POINTS WERE P 1 N
a SURVEYED WITH TRIMBLE RTK GPS EQUIPMENT.
° 2. HORIZONTAL DATUM-NAD83(POLYCONIC)OREGON STATE PLAN NORTH,INTERNATIONAL FEET-GRID. o
3. VETICAL DATUM-NAVD 1988 USING GEOID 18. TO/FROM IRRIGATI TP7�
a WATER TANK -m.
4. LOCATIONS OF EXISTING UNDERGROUND PIPING IS APPROXIMATE. 1 TO DRAINFIELD PROJECT: DA592013.00
DATE: 020
SHEET
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DESIGN CRITERIA
DRAIN TO
CRITERIA UNITS VALUE COMMENTS SNAKE RIVER
WELL NO.1 CAPACITY GPM 200
WELL NO.2 CAPACITY GPM 400
BIOLOGICAL PROGRAM
36"D 13
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
0
SPRING CHINOOK ADULT HOLDING
BROODSTOCK NO. 260 130 FEMALES,130 MALES CROSS CROWDER
CHANNEL °
TRANSFER FISH NO. 500 250 FEMALES,250 MALES
G�0.6
MAX.ADDITIONAL FISH NO. 1,000
WATER SUPPLY SYSTEM
INCUBATION GPM 140 GROUNDWATER G-40.4
ADULT HOLDING GPM 7,650 SURFACE WATER { G�0.3 w
ADULT HOLDING RACEWAYS ADULT HOLDING G-40.2
NUMBER NO. 6 RACEWAYS 1-6
FLOW PER RWY GPM 1,000 OVERFLOW TO G-40.1 m a
SNAKE RIVER a
INCUBATION V-1011 A
III M V-40.1 TO FLOOR DIFFUSER ° ..
TYPE J - - 18 TRAY HEATH DOUBLE STACKS w °
a �
NUMBER OF DOUBLE STACKS NO. 28 ° w
FLOW PER INCUBATOR GPM 5 PER DOUBLE STACK w
8"GW 13
mV
V-10.12 6"GW 13 M TO FALSE WEIR o m o
12"SW 13 (TYP EA.RACEWAY)
V-10.20-V.10.26
V-50.1 z
y� V-50.2 HOSE BIBS LOCATED AROUND
V-50.3 TNK-50.1 SITE(SEE YARD PIPING PLAN)'fTTTT w a
1 V-10.14 -
V-30.1 R R \ P-50.1 4"GW 13 /
P-50.2 7 V-10.15
DRAIN
V-30.9 T1 4"SW 13
AER-30.2 V-30.10 AER-30.1 V-10.16
V-10.10 V-50.4 4"CGW 13 a i � � o N
V-50.5 V-50.6
V-10.9 V-10.13
6"SW 13 50.7 � � rs 03a 0e' LS
V-10.17
V-10.18 V-10.19
MALE&FEMALE O TRUCK FILL STATION o!
AERATION TOWER NING TANKS � '� 8 0
W n U
6"GW 13
FE-10.2 V-10.1 :&7c
V-50.11V-60.1fUP-60.1o.U.6 V-10.8 V-60.3 3V-60.4 / \V-10.7 TITV-20.1 CHILLER
V-20.2 7 RECIRCULATION
V-10.5 LOOP-SEE GH-9
P-10.2TNK-50.2 I (�
0 FE-10.1 V-60.9 Q
P-10.1
V-60.7 \ / Z LLJ
Y TO FISH TRANSFER TUBES V-60.6 O =
° P-20.2 AND SORTING TABLE ¢ 0
FE >O Z Z
V-60.5 a
4"CGW 13 w a- W J
i WELL PUMP 1 WELL PUMP 2 f V-60.11 } O 1 Q OJ
FE-60.2 V-60.8 W W p LL
= W LLJ
V-20.6 6"CGW 13 F W z
8"GW 8 TIT / Q O K Lu Q
FE / = 0
i V-20.5 6"CGW 8 TIT / = O 10
FE / 1n 2 D- LJi
V-20.4 LL
EXISTING
o MUD VALVE INCUBATORS I-60.1 THRU I-60.7 Oin U
X
o FE-60.1 8"D 13 O z
V-60.10 (D
w
3 C�
o INCUBATORS I-60.8 THRU I-60.14 L1J
o
a
INCUBATORS I-60.15 THRU I-60.21
NOTES
OVERFLOW BOX
1. NOT ALL DRAINS ARE SHOWN-SEE YARD PIPING PLANS FOR DETAILS.
PROJECT: DA592013.00
INCUBATORS 1-60.22 THRU I-60.28 DATE: 12/23/2020
SHEET
G-4
O S°hn bd Engineering 2016 All Rights R...,.d

1,740.00' 1,740.00'
\ HYDRAULIC GRADE
\d�LINE(TYP) BULKAERATORS
\
\
1,730.00' 1,730.00'
OPERATING SURFACE OPERATING GROUND
WATER EL 1,723.90 WATER EL 1,724.90' o
— rc
U
O
1,720.00' IN 1,720.00'
NORMAL OPERATING TOW EL 1,713.10'
WSE 1,708.10'
100-YR WSE 100-YR WSE
1,709,55' 1,709.55'
1,710.00' 1,710.00'
vt
\\ AERATION TOWER \ �� ° w o
a z
1,700.00' ADULT HOLDING RACEWAYS 1,700.00' � w
mU
w
° O
DESIGN MINIMUM o
1,690.00' WSE 1,686.45' 1,690.00' a
wU Q
DESIGN MINIMUM
WSE 1,686.45' CL EL 1,683.00' ------—
1,680.00' TEE SCREEN 1,680.00'
SNAKE RIVER
r
RIVER INTAKE
1,670.00' 1,670.00' �fsi�3a ee'
ADULT HOLDING HYDRAULIC PROFILE
SCALE:NTS C� z
1,740.00' 1,740.00' w M
o
HYDRAULIC GRADE z rn
_ — —— LINE TYP BULK AERATORS V U,
N d
z �om
w t c
1,730.00' I OPERATING GROUND 1,730.00' a N
—
OPERATING SURFACE WATER EL 1,724.90'
WATER EL 1,723.90'
_ OVERFLOW
_ WSE 1,720.00'
1,720.00' 1,720.00'
100-YR WSE
FF EL 1,710.00' 1,709.55'
0 1,710.00' 1,710.00'
o _ O
\\ ¢ LLI
w - INCUBATION Z z O LL
AERATION TOWER \ `\ w a- O O
1,700.00' \ \ 1,700.00' O Q
= W 0 Lu U
\ F ?: uJ z J
rc = a LLI Z)
DESIGN MINIMUM w
1,690.00' WSE 1,686.45' 1,690.00' LL Q p
DESIGNVVtLLWATER 0
�SURF A � O O >-
3 ELEVATION 1 781.64' m =
— X
o O
rc
3 1,680.00' 1,680.00'
°a
0
a SNAKE RIVER
0
a 1,670.00' WELL NO.1 AND 2
PROJECT: DA592013.00
INCUBATION HYDRAULIC PROFILE DATE: 12/23/2020
SCALE:NTS SHEET
G-5
0 S°h-bd Engineering 2016 All Rights Res 7

PINE CREEK 1--�
e
1,>p3 ----.... 8
1,702
pP ® l'
1,705 10
/ rc
w wT wr Y'
M WELL NO.
M M M M Q ®® / I 0 15 30 60 90 FT
M
/ SCALE:1"=30'
�WELL N0.1 10D2 M / /
7
W
DOMESTIC 10 D 3
WELL HOUSE m w
U
oe 3 3 I tt 1 0
HATCHERYMANAGER'S / $ 4 } 1.f RESIDENCE l 0
o 10D3 1 D2
z o
oe 2"IRRIGATION SUPPLY I m
11p6 FROM INTAKE /- /- / A
A
N O>dU
O DEMOLITION KEY NOTES: ed
1. DEMOLISH AND REMOVE EXISTING INTAKE TOWER,BRIDGE AND ASSOCIATED PUMPS, PIPING,
GATES AND EQUIPMENT.EXISTING SUPPORT PILES UNDER THE INTAKE SHALL BE REMOVED 10
USING A VIBRATORY HAMMER OR OTHER APPROVED METHODS TO PREVENT ANY 10D3
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 jj / // - / / Z
AND APPROVED BY THE ENGINEER BEFORE REUSE. >p
/
2. REMOVE UNDERGROUND UTILITIES INCLUDING TWO 18"DIA SURFACE WATER SUPPLY PIPES,2"
DIA PRESSURIZED SANITARY SEWER,4"DIA AIRBURST PIPING AND ELECTRICAL. // / / / so w E
3. DEMOLISH AND REMOVE EXISTING ADULT HOLDING RACEWAYS,CROWDERS,SORTING AND / / / / / ^ w v
SPAWNING EQUIPMENT AND ALL OTHER ASSOCIATED PIPING,STRUCTURES AND EQUIPMENT.
�-
4. DEMOLISH AND REMOVE EXISTING HEAD BOX AND ASSOCIATED DRAIN AND SUPPLY PIPING AND � f.
EQUIPMENT.
o' w t c
5. DEMOLISH AND REMOVE EXISTING FALL CHINOOK RACEWAYS. / BUILDING / / • a N
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. \ -p / 2
9. DEMOLISH AND REMOVE EXISTING GARAGE FOUNDATIONS,STRUCTURE AND ALL ASSOCIATED
CONCRETE.
10. DEMOLISH AND REMOVE EXISTING DORM BUILDING FOUNDATION.RETAIN AND PROTECT ^AD°` (f
BUILDING FOR REUSE ATOP NEW FOUNDATION.CONTRACTOR SHALL SUBMIT PICTURES TO
OWNER OF INSIDE AND OUTSIDE OF DORM PRIOR TO MOVING THE DORM. \
11 Q Z
0 11. DEMOLISH AND REMOVE EXISTING 10'CHAINLINK FENCING AROUND THE SITE PERIMETER \ dY O Z
WHERE SHOWN.RETAIN AND PROTECTALL FENCING AROUND THE HATCHERY MANAGER'S \ ss \ ¢ Q
o RESIDENCE AND YARD. }
LIMITS OF b 1 / / U `� Z Q O
10 2
u 12. DEMOLISH AND REMOVE EXISTING IRRIGATION WATER STORAGE TANK.TANK IS LOCATED SOUTH \\ CONSTRUCTION BURST o� �. _ W d
OF THE BOWNLEE-OXBOW HIGHWAY AT APPROXIMATE COORDINATES N 495977.55,E 9145748.70. \ EQUII�JNENT y @ D_ 2LU Q O
DEMOLITION SHALL INCLUDE THE 10'DIA x 18'-11"TALL STEEL TANK,FOUNDATION AND PIPING / } O O _
CONNECTIONS.PRESERVE AND PROTECT THE EXISTING UNDERGROUND IRRIGATION PIPING FOR X\` P w U _
o CONNECTION TO THE REPLACEMENT TANK AS SHOWN IN THESE PLANS. OP d = W 0 J J
oP U w
NOTES: O
\\ / 02 ss 7>03 2 Q O K
x
1. ALL DEMOLITION ACTIVITIES MUST BE COORDINATED TO MINIMIZE IMPACT WITH IPC AND IDFG \\ /OP 10 D 2 O 1: O a_ W LLJ
HATCHERY ACTIVITIES.SEE SPECIFICATIONS FOR COMPLETE WORK RESTRICTIONS. 2 55 p LLLn Q
N 2. PROTECT ALL FENCING AROUND THE HATCHERY MANAGER'S HOUSE.REMOVE ALL OTHER SITE oP /\ \� — 2 U W
oFENCING AND REPLACE AT THE LOCATIONS SHOWN ON THE DRAWINGS. / \ L J\ �00 �o p m ~
p X
0 3. COORDINATE WITH IPC FOR EQUIPMENT AND SENSOR REMOVAL ON THE INTAKE,IN THE O
HATCHERY BUILDING OR AROUND THE SITE BEFORE BEGINNING DEMOLITION. \ �'
w \
4. RETAIN AND PROTECT EXISTING HATCHERY MANAGER'S RESIDENCE DURING CONSTRUCTION.
REPAIR ANY DAMAGE TO THE LAWN DUE TO CONSTRUCTION OF THE RETAINING WALL. _
o
a 5. RETAIN AND PROTECT THE EXISTING DOMESTIC WELL DURING CONSTRUCTION.
o O
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 PROJECT: DA592013.00
THE PLANS.COORDINATE WITH IDAHO POWER COMPANY PRIOR TO REMOVAL OF EQUIPMENT. o 0
\ DATE: 12/23/2020
8. SEE SHEET 10E2 FOR ELECTRICAL DEMOLITION REQUIREMENTS. SHEET
10D1
0 Sch-bd Engineering 2016 All Rights R...,.d

o
XO /
m w
ZO
�m N
PHOTOGRAPH
SCALE: ` 10 D 1 PHOTOGRAPH 2
SCALE: 10 D 1
Ch
r
d ZN O Q
3
,u. risen 0
W E
d W n U
d�N
o
QZZ
/ /
// ./� o o O
r
$ w w J O
oo w =
= PHOTOGRAPH 3 PHOTOGRAPH 4 PHOTOGRAPH 5 = oa w w
_ a 0 SCALE: ~
10 D 1 SCALE: ' 10 D 1 SCALE: ' Joni 1 p o 00 L7
w X
o O
is
0
w
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 10/23/2020
SHEET
10D2
0 Schnabel Engineering 2016 All Rights R,,,,,d

6 3
5
o
na
W
o
0
6 4
PHOTOGRAPH s PHOTOGRAPH 7 PHOTOGRAPH s 4
ALE: 10 D 1
SCALE: 10 D 1 SCALE: lioni
y\op,1, O o
Ch
r
d ZN O Q
ifs 3a o� �S
=l iIIJIF .510
5
U 0
6.0
ffww � N
/
// a
o
� O 0 O
_ � 00
~ ao
w LU
PHOTOGRAPH s PHOTOGRAPH �o PHOTOGRAPH �o = ° COLo
SCALE: ' 10 D 1 SCALE: 10 D 1 SCALE: * 10 D 1 m o O
o O
is
0
w
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
10D3
®Schn bd Engineering 2016 All Rights R...,.d

PINE CREEK
lsss
1.700
�c
1'�03
VISITOR KIOSK 1,702 0
1,705
0
AREA 70-SHOP AND
GC-5 WELL NO.2 VAULT STORAGE BUILDING6205min -1
o 0 15 30 60 90 FT
300 WELL NO.1 ® -- -- �o SCALE:1"=30'
C-5 VAULT
m
\ WEST AREA m ry w
LANDSCAPING a
(SEE 10 LS 2) rc a a
AREA 40-ADULT
HOLDING FACILITY
AREA60-HATCHERY z
AREA DESCRIPTIONS m w
EAST REA BUILDING om a
AREA 10-SITE EXISTING DOMESTIC LANDS APIN I/ 0
AREA 20-RIVER INTAKE WELL HOUSE (SEE 1 LS V w
AREA 30-AERATION TOWER c } u
AREA40-ADULT HOLDING EXISTING HATCHERY ® N \)
AREA 50-SORTING AND SPAWNING FACILITY MANAGER'S RESIDE
NC
AREA60-HATCHERY BUILDING \ wm y
AREA 70-SHOP AND STORAGE BUILDING \ o z o
1�p7 D
__ m
AREA 50-SORTING AND 261 A
\ SPAWNING FACILITY TRUCK FILL �
STRUCTURE COORDINATE SCHEDULE 1jp6 \ GC-5 STATION A o�55°�N gdy
r
STRUCTURE NORTHING FASTING COMENTS 1105 oy? °' tl1
d fl m Q X
RESTROOM SHED 497361.64 9145067.69 NW CORNER �fsi�3tl 0P '�
RESTROOM SHED
497368.27 9145076.04 NE CORNER �\ (SEE 10 S 1)
VISITOR KIOSK 497533.80 9144989.36 NE CORNER / NEW SHADE STRUCTURE AREA 30- W Z
(SEE 10 S 2) AERATION TOWER
497540.43 9144997.71 NW CORNER / a
cos
.50
SHADE STRUCTURE 497249.12 9145013.75 NW CORNER /�03 1 ,V w \n U
497249.61 9145033.74 NE CORNER
308
AC 0 ��
RIVER INTAKE 497283.45 9145356.96 CENTER OF NW PILE G �'r f w w
GC-5 t`o c E AREA 10-SITE
v• a-C
497291.85 9145367.53 CENTER OF NE PILE /
o � 3
AERATION TOWER 497353.32 9145056.42 NE CORNER /
497339.12 9145038.53 NW CORNER / SOUTH AREA
LANDSCAPING
ADULT HOLDING 497424.31 9144903.24 NW CORNER / (SEE 10 LS 1)
RACEWAYS / EXISTING DORM BUILDING
497356.17 9144957.33 SW CORNER (SEE 10 S 4)
SORTING AND SPAWNING 497406.71 9145072.99 SE CORNER
FACILITY
497371.06 9145028.08 SW CORNER OF SPAWNING ROOM \
O_
0
497353.86 9145004.28 SW CORNER 1,704 O
HATCHERY BUILDING 497515.07 9145108.26 NE CORNER \ CAT-IN-PLACE \ Q Z Z
2: \ RETAINING WALL(TYP) w a
i LIMITS OF V 0 >- U p Q
497495.18 9145083.20 NW CORNER I„ d } p
\ CONSTRUCTION o J J
o \ EXISTING AIR BURST '^ o - g w x 0
SHOP AND STORAGE BUILDING O UJ W
BUILDING 497591.93 9145106.21 SE CORNER / \ AREA 20-RIVER INTAKE ti Lu
a = a o U
v d 497534.73 9145034.16 SW CORNER OF VEHICLE BAY 1 \\ "�02 U) w
p d
\ 1,703
s 497527.74 9145015.44 SW CORNER
x \\ 304 o
o \ 6'CHAINLINK - - O /
NOTES: GC-5 FENCE(TYP)�� o �o p
w o
1. BUILDING COORDINATES ARE THE EXTERIOR CORNER OF CONCRETE STEM WALL(NOT \ 20'AUTOMATIC CANTILEVER
°a FOOTING CORNER).SEE INDIVIDUAL STRUCTURAL SHEETS FOR DETAILED LOCATION OF \ ��
o ACCESS GATE(NOTE 2)
COORDINATES. 16
2. CANTILEVER GALVANIZED STEEL SLIDE GATE SHALL BE HOOVER FENCE CO.
#HCG-6X20C-KIT OR EQUAL WITH SINGLE BUTTON ENTRY TRANSMITTER AND RECEIVER
a (#RB741-P)AND POST-MOUNTED KEYPAD(#EMX-KPX-KPX100).PROVIDE WITH KNOX BOX
FOR FIRE ENTRY. \A PROJECT: DA592013.00
3. 100-YR FLOOD ELEVATION=1,709.55 FT PLAN VIEW DATE: 12/23/2020
SHEET
loci
0 Schnabel Engineering 2016 All Rights R,,,,,d

PINE CREEK
lsss
1.700
7,2p3 C
1,702
0
1,705 �m
0
n 0 15 30 60 90 FT
0
® — o
� SCALE:1"=30'
D ® V � _
< z
O m w
Q U
�m 6
O
11
WWL-
N 1\ wU Q
1 Tp7 \ > o
m
\ m
r u�
313 d,fse m oP
SILT FENCE(TYP) �3a
�i{c
7 B
7
�Os w E
n U
D Z m C
LIMITS OF / c
CONSTRUCTION
n�
v w a-c
U
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 \ Z
FOR REMOVAL WITH THE OWNER PRIOR TO REMOVAL. < \ Q
cc J
3. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BE REQUIRED IN
ACCORDANCE WITH CURRENT LAWS AND REGULATIONS INCLUDING THE FEDERAL CLEAN \\ \ 7)� ZO Ur
o WATER ACT. \ \ 1,704 O LD Z
0 4. SHOULD THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON \\ LAYDOWN/STAGING \ Q > } Z (D
T.E.S.C.PLAN NOT PROVE ADEQUATE,THE APPLICANT/CONTRACTOR SHALL INSTALL \ \ AREA(NOTE 10) \ z Q O Q
ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES,SENSITIVE w a
O
AREAS,NATURAL WATER COURSE AND/OR STORM DRAIN SYSTEMS. \; Lu
0 O J 06
0 5. CALL THE UNDERGROUND UTILITY LOCATE LINE A MINIMUM OF 48 BUSINESS HOURS PRIOR \\ \ H, o — g w J
TO ANY EXCAVATIONS. \ F LU w O
rc 6. A COPY OF THE APPROVED STORMWATER PLANS MUST BE ONSITE WHENEVER \\ > Q O w U
CONSTRUCTION IS IN PROGRESS. \; \ �02 d � =O 0- Z
\ 1,703 LL O
7. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED \ cl U
AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. /
in z
x 8. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OF DISCOVERY X O
° OF POOR SOILS,STANDING GROUNDWATER OR SEVERE DISCREPANCIES FROM EXPECTED \\ / / \ �� 'o O O
W GEOTECHNICAL CONDITIONS. \ / LLLJJI o. �°p O
a 9. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL T.E.S.C.MATERIALS AT THE END OF
o CONSTRUCTION. \ �o��, q6�y Lu
o APPROXIMATE EDGE
m 10. COORDINATE FINAL LAYDOWN AND STAGING AREA WITH OWNER PRIOR TO USE. OF EXISTING ROADWAY >>
PROJECT: DA592013.00
PLAN VIEW DATE: 12/23/2020
SHEET
10C2
O Sch-bd Engineering 2016 All Rights R...,.d

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 N
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' o
0 10 20 40 60 FT
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 9146315.26
SCALE:1"=20' °
PINE CREEK _z
1,695
20 RETAINING WALL SECTION E(SEE 10 C 8)
TOW 1,709.50' 1,690
1,700 - w
_-
00 20 I TOW 1,707.00,
TOW 1,707.00' 1,700 LU U \ o
/ 0 03 TOW 1,709.50' a
;,03 rc a ^a
1,707
w m
1,705
i 305 1,709.60' 306
1,710.07'TOC 4I w
1,709.33' I 3�
1,709.60' / 302 I I o
LIMITS OF CONSTRUCTION 906 303 GRADE BREAK r CB 1,709.60' I GC-5 SHOP AND STORAGE BUILDING I 1,709.33' w
\ o!", CONC ETE 1,709.60' B-3 W CB_5 Q C -6 FF EL=1,710.00' a
GC-2 RIBBON C B m A rn \1,709.60' O 1,709.82' TYP OF 10
® D D p I I 8" SDR 13 6"SU 19 m w u
/ 7 m m�1,713.10'TOC- I n G DE -� -- ---- - - I U
!moo i 1,709.60'.--- - 1�709.60', L �W R K -
N 304 r B - ---- - - - - - - TOW 1,710.10' w
1,709.90' /�709.90' Illll Lu
N
G� II 1,713.10'TOC II
1,709.60' 118 4'CONCRETE / u Z
\ --' 1,709.60" SIDEWALK(TYP)
30, o„ 309 I GC-2
\ 1 8" SDR 13 + CB-7
FROM GUTTER Ell -5 6 SU 18
m I i DOWNSPOUTOTE 4)PIPING e / 121 / df��m e�
DOMESTIC \ 300 106 CONCRETE GC-2
WELL HOUSE \ ' 30 GC_2 RIBBON CURB �` I I 1,709.55' / I I 111 a
CB-2 j 6"SU 1s 243 1 (p c -6 106 1,709.86' I / GC-2Lu
PALL FDNS GC-3 I I GC-2 / 05 z
I I 309 il---------� TOW 1,710.10'
GC-5 I I I w _ E
I EllI e ll I I w M u
HATCHERY MANAGER'S I 1 4'x4' ONCR E
w z '°rn
RESIDENCE �J I LAND NG. I D d
1,709.77'
1,709.60' 1I I TOC .709.67' I m �,N a1
1,713.10'TOC 1,709.33' ■ V =6.0
GRgpE I 1,713.10'TOC 1,709.90' I 1,709.33' I I A z d o m
TIE INTO EXISTING DRIVEWAY TOW 1,707.50' 100 BREAK I 11709.83'TOC I I 1 8" SDR 13 A w `a chi
_ _ II
AT EL 1,707.30'+/- 1,709.60' CB-3 ------- ---- --L I I 1.709.88"
ta/ G DE 1
302 - - -- - - I I 1,710.00' B AK 1 6"
F nn I = r I HATCHERY I I m
m O - 1,709.55" N
� GC-5 I SORTING&SPAWNING BUILDING I BUILDING I
9 j0T ��T9i \ TY OF 6 I FF EL=1,710.00' I FF EL=1,710.00'
G� } _ I BOLLARD(TYP) ! I I I ti 0
2C \ 1,709.60' G/?gOE I • 1 c U
Ill-_ - _- CB-10 1,709.55' I 1,709.84' 1
TOC I w
11p6 0 1,709.90' IS 1,709.90'
(0
/ / I I z
c'oy \ �� r 1,76 .6 CB 9 / I 302 I I I o
"y 1,709.8 TOC 1,709.55' - II Z
o \ 101 ,2" SDR zo I GC-5 I I I w U W
1 pC TOW 1,710.10' (TYP) 8.00'CONCRETE RAMP CB-11 1 TYP OF 5 I J j UD
ur H
105
J 1,709.60' GB-14 R J I 1,709.77' Z Z t z
1,709.85'TOC \ J z w Lu Q
z 1,709.60' 1,709.55' \ I Z } O O
o \ 102 ,710.10'TOC .. REAK L--�J it LU LU W 0 J
1
RETE
TOW 1,110.10' U w
1,709.55' _� = d
1,710.10'TOC 106 I = O d z
d / 1,709.60' GC-2 RICON +I QQ O
o MATCH LINE-SEE 10 C 4 MATCH LINE-SEE 10 C 4 MATCH LINE-SEE 10 C 4 06 in (�
O
NOTES: z
3 RETAINING WALL SECTION B(SEE 10�.)
° 1. REFER TO GM-2 FOR FLUID ABBREVIATIONS AND PIPE MATERIAL TYPES. PLAN VIEW Q
o
0 2. SEE 10 C 4 FOR CATCH BASIN COORDINATE TABLE.
3. SEE LANDSCAPING PLANS FOR GRADING AND COORDINATES OF LANDSCAPE AREAS.
a 4. ROUTE ALL GUTTER DOWNSPOUT DRAINS TO STORM DRAIN SYSTEM AS SHOWN(TYP OF ALL BUILDINGS).
PROJECT: DA592013.00
5. REFER TO SHEETS 10 C 8 AND 10 C 9 FOR SECTIONS OF RETAINING WALL NOTED HERE. DATE: 12/23/2020
6. SET BOLLARDS AROUND ALL ROLLUP DOORS AND BUILDING CORNERS WHERE SHOWN HERE. SHEET
10C3
0 Schn bd Engineering 2016 All Rights R...,.

N
0 10 20 40 60 FT
SCALE:1"=20'
RETAINING WALL SECTION B(SEE 10 C 8) 0
MATCH LINE-SEE 10 C 3 MATCH LINE-SEE 10 C 3 MATCH LINE-SEE 10 C 3 TOW 1,710.10'
i
/A ry
m a m
1,709.60' \ ) OB z
J 7 D
TOW 1,710.10' o Z ^\ < w
1,709.60' 1,709 09 0
TOW 1,710.10 103 1,709.80' I 'o Dr w
it N
/ CB-15 01
TOW 1,710.10' o m z
y
a
1,709s0, 1,708 I A z
/ F @
/ 7�iG7�0 CB-18 IE 1,700.00' D m
Qy)7,yG G pi I z m o
/ 9 K 12" SDP 20 m
(TYP) o > A
/ Tx4'CONCRETE 80'709. _
SLAB AT ENTRANCE 1, 1,707 n �ye`p Odd
CATCH BASIN COORDINATE SCHEDULE \ 1,709.92' I 122 WIt
J 1,709.80' o�, + STORMWATER Z a z c4i
?I RETENTION SWALE GC-2
'
INVERT �Q
NO. NORTHING FASTING RIM ELEVATION PIPE INVERT ELEVATION 1,709.60 o in
ELEVATION �q7M
SOUTH IE:1,703.09
CB-1 497321.81 9144862.15 1,706.98 1,702.76Ilk,
y 0
EAST IE:1,703.19 /q O
CB-2 497385.78 9144923.87 1,709.25 1,703.19 WEST NORTH E:1',703.562 ``S@07y0 104 ��^ 1,706
N TOW 1,710.10'
O/S
CB-3 497421.52 9144878.12 1,709.38 1,703.46 SOUTH IE:1,703.79 ZEAST IE:1,703.89 FF70
CB-1
CB-4 497451.45 9144914.10 1,709.38 1,703.67 WEST IE:1,704.00 Cgs v I 4 m w & 0
EAST it:1,704.10 7)� 1705 $ w m°n q
CB-5 497481.32 9144952.89 1,709.38 1,703.9 WEST IE:1,704.23 m m) Z R
/
p -
ff••
CB-6 497520.18 8144984.57 1,709.33 1,701.28 SOUTH IE:1,701.61 Z Z' vv
\ /A Z _•Z d ca w z
CB-7 497541.87 9145087.99 1,709.47 1,701.31 WEST IE:1,701.64 \ m O
1,704 m*
SOUTH IE:,701.8 'o�) 3
CB-8 497481.99 9145041.23 1,709.15 1,700.95 EAST IE:1,701.38 0., <
NORTH IE:1,701.38 105
CB-9 497370.06 9145053.01 1,709.34 1,700.84 EAST IE:1,701.17 \ 10
RF7' EXISTING AIRBURST BUILDING FF EL TOW 1,703.50' Al
EAST IE:1,700.96 \ q7N
1,704
CB-10 497407.47 9145082.04 1,709.30 1,700.63 WEST IE:1,701.06 7 O
AROUND
PLACE CRUSHED BASALT 3'
D THE BUILDING PERIMETER. � 30 d RIVER INTAKE
SOUTH IE: CONCRETE
CB-11 497414.46 9145116.16 1,709.34 1,700.47 WEST IE:11,00.90 \ �`F0+ / '^o / R BBON CURB Q DECK EL=1,712.50'
S
NORTH IE:1,700.90 \ r/O 106 107 / i 308 d '
CB-12 497394.13 9145013.34 1,709.75 1,703.64 WEST IE:1,703.97 7 TOW 1,703.75' z
\\ @@@'O �, �Og J
o CB-13 497348.67 9144964.63 1,709.46 1,702.33 SOUTH IE:EAST IE:1 703., 76 66 Ogg 02 Z
703. \ f I O W
LIMITS OF CONSTRUCTION 1,702.50' C F
SOUTH IE:1,702.49 1,712.00'
o CB-14 497308.85 9145005.23 1,709.16 1,702.06 \ Q
o NORTH IE:1,702.49 1 t� > } Z
SOUTH IE:1,702.05 CONCRETE -� a (� Z Q 0 z
16 CB-15 497266.49 9145074.11 1,709.30 1,701.72 \ \ G RIBBON CURB o W 0_ C7
NORTH IE:1,702.15 IL\J\) __ 1,702.50'_ �__ _ W W Q
CB-16 497229.50 9145158.77 1,707.75 1,701.23 EAST IE:1,701.56 \ � � �'� ao t� } 0 O
NORTH IE:1,701.66 \ _ i0 < w U J_
NORTH IE:1,700.95 \ > > 6'CHAINLINK = W
CB-17 497215.38 9145289.46 1,702.40 1,700.62 •� U W U 06
WEST IE:1,701.05 00 0� GC-5 FENCE F LL
EAST IE: 1,700.25' \ = 0- W 0
FCB-18 497334.46 9145197.82 1,707.60 1,699.92 SOUTH IE:1,700.35' \ _ 1,675 2 O 0- z
NORTH IE:1,700.35 lLL Q O
y NOTES: 0
ED CD
m o X
0 1. REFER TO GM-2 FOR FLUID ABBREVIATIONS AND PIPE MATERIAL TYPES. 0
2. SEE 10 C 3 FOR RETAINING WALL COORDINATE TABLE. Q Q Z
°a 3. SEE LANDSCAPING PLANS FOR GRADING AND COORDINATES OF LANDSCAPE AREAS. Q
o a
0 4. REFER TO SHEETS 10 C 8 AND 10 C 9 FOR SECTIONS OF RETAINING WALL NOTED HERE.
PLAN VIEW
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
10C4
0 Schh.bel Engineering 2016 All Rights R...,e

N
PINE CREEK 0 10 20 40 60 FT -
SCALE:1"=20'
v
�1895 — — 1,700
1,7p3
FE-10.3
1'7p0 B6 a
i
1,705 �\ a z
\�JI � w
I
g3 —ten N1 SHOP AND STORAGE BUILDING m a
W w o o
CONNECT TO EXISTING g2 FE-10.2 B7 B5
12"D 13 0— 1.
DOMESTIC WATER LINE \ I o
B1 L
6"GW 13 My __
P-10.1
oo a
12"SW 13
\ 300 \ -10.2 2"PW 21 w
\ GC- H3 (TYP)
5 \ ❑ oNpy _
(TYP of 3) 4"D 1 eye e- p>d6
e (TYP EA.RACEWAY) / z� a
DOMESTIC 255 r 12"D 20 2 GWP 13
WELL HOUSE
GC-4 El " GC-3
(TY of 3) H5 _ (TYP of7)
Or Ir I rn N2 /
216 Q� z
2" P 13 M -7
GC-2
_ 1 (TYPO 2 •V w & O
36"D 20 r l r '
8"D 13 H6 r C5
HATCHERY MANAGER'S H4 C3
RESIDENCE - - - - - r /r 213 n Nca
w N t
\ H7 ❑ 12 SW 13 C7 \ N3 GC-2 n z `a v
(TYP A.RACEWAY) C1 = D
\ r C2 TYP OF 2 m 3
0, \ H-1 4"GWP 13 toy C I < a
1,1
HS �1 r 4"D 13 K2 1, 10 12"D 20 o
SWP 13 z
\ BS 36"D 13 Ly _ G)P1 MH-3 tO
- =H9 = _ _
1 1p6 \ 6"GW 13 r ss s ss
\�1-26"D 13
r r
\ _ 6"SW 13 K1 STATION
\ 12"OF 8 Ei F2 4° 8 6"GW 13 I
V-10.27
V-10.12 M1 V-10.13 8"GW 13
1^7p5 Hi F1 V-10.11 ZO
0 7>ps _ _ _ _ D4 I 12"D 20 Q I
c CATCH BASIN
(NOTE 6,TYP) D2 O z z
w Q
/ \\ B9 G1 24"OF 13 MH 2 _ 6"D 20 } O of
/ 12"SW 1 ) W U J (�
0
AS 12"SW 13 4„D 20 U LU LU z
p3 - 2"SS 12 Q O tl U d
w Ag G2 (TYP) I = a W d
1 V) m:a- p
MATCH LINE-SEE 10 C6 MATCH LINE-SEE 1006 MATCH LINE-SEE 1006 MH-4 LL Q O
NOTES: G3 36"D 20 O U Q
p 1. REFER TO GM-2 FOR FLUID ABBREVIATIONS AND PIPE MATERIAL TYPES. 6"GW 13 pOp
o O
2. CONCRETE THRUST BLOCKS SHALL BE PLACED ON ALL PIPE ELBOWS AS SHOWN IN C231/GC-3. PLAN
^' VIEW
w 3. ALL BURIED PIPING UNDER CONCRETE SLABS SHALL BE ENCASED IN CONCRETE AS SHOWN IN C247/GC-4. PLA V V I G V V
0
0 4. POTABLE WATER MATERIALS AND INSTALLATION SHALL MEET ALL DEQ REQUIREMENTS FOR AP PUBLIC DRINKING WATER
a SYSTEM.MATERIALS SHALL CONFORM TO NSF 61,NSF 372 AND ALL OTHER APPLICABLE REQUIREMENTS.
0
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 PROJECT: DA592013.00
SHALL USE PRESSURIZED COTG AS SHOWN.
DATE: 12123/2020
8. INSULATE ALL EXPOSED OUTDOOR PIPING WITH 2"OF TRYMER 2000XP AND POLYGUARD ALUMAGUARD JACKET,OR AS SHEET
SPECIFIED. 10 C 5
0 Schh.bel Engineering 2016 All Rights R.—e

N
0 10 20 40 60 FT
SCALE:1"=20'
MATCH LINE-SEE 10 C5 MATCH LINE-SEE 1005 MATCH LINE-SEE 1005T MH-4 36"D 20
m V w i
❑ N m W
36"D 20 o m a
\ �y 1704 OUT TO SNAKE o
/ I RIVER AT EL 1,689.50' w
——_ A4
MH-6 a
3 MH5
o -
/ DORM \ 24"SW 13
/ BUILDING \
z a
8 n
(D
\ \ W Z m
\ CATCH BASIN
NNOTE 61TYP) `\ 4 •V w °a' O
cN
\ L nL C
\ \ a L
� N
FE-10.1 0 3
A2
\ J3 �
\ 242
ss \ D y
CONNECT AI BURST TO \ GC-3
\ EXISTING 4"DIA FLANGE ss CONNECT TO
\ WITH ISOLATION KITP \\ \ J2 EXISTING SS Q RIVER INTAKE
\ s
7) \ Al
\ 02
O _
J1
\ \ p� s O z Z
d w J
xw �of
LL U a
\ = a w w _-
_ EL
V) m: a
o
3 NOTES: m }
m o X
0 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. Q Q
w
0 3. ALL BURIED PIPING UNDER CONCRETE SLABS SHALL BE ENCASED IN CONCRETE AS SHOWN IN C247/GC-4.
o 4. POTABLE WATER MATERIALS AND INSTALLATION SHALL MEET ALL DEQ REQUIREMENTS FOR AP PUBLIC DRINKING WATER
a
9 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. PLAN VIEW
a 6. SEE 10 C 3 AND 10 C 4 FOR STORM DRAIN PIPING.
PROJECT: DA592013.00
7. INSULATE ALL EXPOSED OUTDOOR PIPING WITH 2"OF TRYMER 2000XP AND POLYGUARD ALUMAGUARD JACKET,OR AS DATE: 12/23/2020
SPECIFIED.
SHEET
1OC6
0 Sch-bed Engineering 2016 All Rights Reserved

YARD PIPING COORDINATE SCHEDULE YARD PIPING COORDINATE SCHEDULE
POINT I NORTHING I EASTING INVERT ELEVATION DESCRIPTION POINT NORTHING I EASTING INVERT ELEVATION DESCRIPTION
SURFACE WATER SUPPLY PIPING DOMESTIC WATER SUPPLY
Al 497221.32 9145292.28 1,697.00 45°ELBOW N1 497615.93 9144981.18 1,706.10 45'ELBOW
A2 497227.47 9145239.56 1,697.80 FM-10.1 N2 497481.65 9145067.95 1,705.56 45"ELBOW
A3 497240.86 9145124.89 1,699.54 22.5° ELBOW N3 497460.55 9145084.70 1,705.42 2"x2"TEE
0
A4 497259.86 9145090.86 1,700.02 22.5° ELBOW N4 497425.86 9145112.24 1,705.20 90°ELBOW
A5 497304.98 9145055.04 1,702.00 90° ELBOW N5 947363.04 9145033.11 1,705.20 90°ELBOW o
A6 497323.94 9145078.92 1,702.00 END OF MANIFOLD SANITARY SEWER PIPING
GROUND WATER SUPPLY PIPING P1 497369.79 9145035.47 1,705.20 45°ELBOW
B1 497379.03 9144828.75 -- WELL#1 P2 497468.77 9145087.71 1,706.07 45"ELBOW
B2 497389.26 9144829.93 1,700.00 45° ELBOW
B3 497397.17 9144839.89 1,700.00 FM-10.2 rc
B4 497501.50 9144993.93 -- WELL#2
B5 497512.54 9144985.16 1,700.00 90° ELBOW MANHOLE SCHEDULE o N
B6 497506.32 9144977.33 1,700.00 FM-10.3
MANHOLE NO. NORTHING EASTING RIM ELEVATION INVERT ELEVATION PIPE INVERT ELEVATION
B7 497428.87 9144879.80 1,700.00 6"x6"TEE N 36"D-1,700.00 w
MH-1 497343.30 9144976.59 1,709.50 1,699.50 NE 8"D-1,705.25 ^\ a s
B8 497329.26 9144958.59 1,701.25 45° ELBOW BE 36"D-1,697.00 \v1 w
B9 497320.34 9145034.98 1,702.00 45° ELBOW SE 12"OF-1,701.50
CROSS CROWDER CHANNEL SUPPLY PIPING
N 12"D-1,692.50
C1 497419.28 9145063.68 1,703.58 45° ELBOW NE 4"D-1,706.20
SE 36"D-1,692.00 1
C2 497427.45 9145073.97 1,703.55 900 ELBOW MH-2 497387.04 9145122.0400 1,709.55 1,692.00 SW 24"OF-1,692.50 w
NW 36"D-1,696.50 $
C3 497434.91 9145068.04 1,703.50 12"xl2"TEE NW 6"D-1,702.25
C4 497437.26 9145066.18 1,703.50 900 ELBOW NW 4"D-1,700.7562
w
1,703.60-TOP ELBOW MH-3 497466.44 9145156.98 1,709.80 1,706.00 N 8"D-1,706.50 -
C5 497418.82 9145042.94 1,699.40-BOTTOM ELBOW 2-90`ELBOWS S 12"D-1,706.00
C6 497419.27 9145048.33 1,703.50 900 ELBOW N 12"D-1,705.50
MH-4 497410.25 9145199.80 1,709.60 1,691.00 S 36"D-1,691.00
C7 497411.89 9145054.19 1,703.31 900 ELBOW NW 36"D-1,691.50
INCUBATION SUPPLY PIPING N 36"D-1,690.50 55° O'd
Di 497347.50 9145072.68 1,705.93 45° ELBOW
MH-5 497376.55 9145226.55 1,703.75 1,690.00 E 36"D-1,690.00
W 36"D-1,695.00 it
D2 497360.28 9145074.15 1,705.83 45" ELBOW m ` w
MH-6 497331.01 9145169.19 1,708.30 1,695.50 E 36"D-1,695.50 Z� Q
D3 497413.70 9145141.43 1,705.17 90" ELBOWr
NW 12"D-1,698.50 SiO�b 0 u�
D4 497416.72 9145139.03 1,705.14 8"x 6"TEE MH-7 497461.40 9145063.01 1,709.55 1,693.00 S 12"D-1,693.00
D5 497437.89 9145122.22 1,704.93 90° ELBOW SW 4"D-1,693.50
GROUND WATER UTILITY WATER SUPPLY PIPING W 12"D-1,699.00 -man U'
E1 497353.02 9145033.03 1,705.50 900 ELBOW N 2"SS-1,705.36 Z
SS LIFT STATION 497431.51 9145115.49 1,709.72 AS REQUIRED BY MFR S 2"SS-1,706.50
E2 497350.66 1 9145030.05 1,705.42 900 ELBOW W 2"SS-1,703.20
SURFACE WATER UTILITY WATER SUPPLY PIPING •y w m 0
F1 497349.81 9145062.45 1,705.93 90" ELBOW Z '?6
F2 497368.45 9145047.64 1,705.35 90" ELBOW !tt= d _�
F3 497354.87 9145030.54 1,705.10 90° ELBOW _u Z N�
FUTURE EXPANSION PIPING N w N`c
at
90oy
G1 497330.10 9145082.51 1,706.60 BLIND
ELBOW v
G2 497330.10 9145082.51 1,706.60 BLIND FLANGE o
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 9144996.18 ---- WASHDOWN HOSE BIB
H5 497469.36 9145018.28 ---- WASHDOWN HOSE BIB LLI
J
H6 497388.43 9145004.92 1,706.20 90°ELBOW m
H7 497352.57 9144959.75 1,706.20 90°ELBOW p
H8 497367.92 9145026.82 1,706.20 90°ELBOW Q Lu
H9 497409.54 9145079.24 1,706.20 4"x4"TEE p Z Z
O Q
y H10 497454.14 9145063.73 1,706.20 4"x4"TEE LU d w z
z H11 497452.57 9145064.97 1,706.20 45°ELBOW 0
AIRBURST PIPING O O J
A497218.89 9,145,292.00 1,698.00 45°ELBOW H Lu O
J2 497221.12 9145272.64 1,698.00 6°ELBOW = d x U U
FJ3 497221.43 9145239.03 1,698.00 90°ELBOW m = (L (�
i EL
CHILLED GROUND WATER PIPING TO TRUCK FILL STATION LL < 00 z
K1 497402.97 9145094.32 1,705.70 90°ELBOW
m K2 497417.39 9145082.87 1,705.70 90°ELBOW m
X
PUMPED SURFACE WATER PIPING TO TRUCK FILL STATION O
rc Li 497369.33 9147026.98 1,706.20 90"ELBOW Q
o L2 1 497409.07 9145077.04 1,706.20 90°ELBOW
° SURFACE WATER TO RACEWAY SPRAY BAR
a
= M1 497341.45 9145037.97 1,700.84 45°ELBOW
M2 497464.15 9144940.5600 1,700.24 90°ELBOW
s
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a
1007
®Schaabel Engineering 2016 All Rights Rew,ed

POSTS FOR RAILING.
SEE SHT.10 C 9 FOR
VARIES FROM DETAILS. 0'-10" TOW VARIES FROM
EL.VA 1710.ESFROM
M EL.1710.10 EL.1710.10
� �0 9 nGC2
0 9 EL.1710.10 TO 1703.75EL.1707.50VARIES AC PAVEMENTEL.1709.E AC PAVEMENTEL.1709.60 AC PAVEMENT m-r
6"THK.CRUSHED
BASALT(TYP.) EMBEDDED PL.
SEE SHT.10C9 0 o VARIES AC PAVEMENT
• o
#5@8"O.C. o • •
o 0 0 0 0 o ran
#4@8"O.C. o
5'-1 1
5,_1316, • 36 • O O #5@10"O.C. o
" • •
(MAX.) o
6'-13/16" o 0 0 0 0 0 0
• o #4@8"O.C. <
T-1 6"(MAX.)
12"THK.OF 4" • O 12"THK.OF 4" • O 0'-9"(MIN.) • • o >
TO 6"QUARRY #5@8"O.C. TO 6"QUARRY #5@8"O.C.
• o SPALLS(TYP.) SPALLS(TYP.)
8'-11316 EL.1705 --- - V-11N16" EL.1705 --- - o #4@8"O.C. o 0
(MAX.) N
\/ \/ \/ \/ \/ \/ \/ \/ • 0 4"PERFORATED PIPE. 10 1316, • #6@10"O.C. • • o
DIA.4"PVC /\\/\\/\\/\\ --- - 3
\//\\//\\//\\//\` • WEEP HOLES \ \\ \\ \\ \\ SLOPE TO DRAIN EL.1704 11-1-95"(MAX.) \\JI w
o SYSTEM.PROVIDE --- - 0 4'-9"(MIN) #4@10"O.C. o
AT 6'O.C.(TYP.) CLEANOUTS.COVER • • • m w
o WITH A MIN.OF 6"OF /\\/\\/\\/� °
• 0 3/8'WASHED ROCK. o EL.1703 ----- o o m
zo
o -- --
• #5@8"O.C. o #5@8"O.C. o \/ \/ \/ \/ • • o u
1'-3" o #4@10"O.C. #4@10"O.C. T-0" • //\\//\\//\\//\\ w a
• o 0
EL.1701.17 EL.1701.17
0'-10" 0,_10" C.J.(TYPJ o • • o
#4@8"O.C. 3'-0"
•
o #6@10"O.C. � o
e`O� �j
1,0„ EL.IL #4@8"O.C. Q1; a t
SECTION A \ .\ .\ ..\ ..\ �Q w
�� SECTION �� 5 6" -I 1'0„ EL.1699 rs �'
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SECTION
SCALE: 3/4"=1'-0" \ \\\\\\\\
EL.1709.6 T T EL.1710.10
EL.1709.50 W Z
r-o"� SECTION D .Q
EL.1709.00 •T'i'i 0'-8" •ii n� EL.1710.10 VARIES m c
SCALE: 3/4"=V-0" 2 E
•lit ii• W n U as•ds � Z \m�
i c
o � • • x n � � ma
o fw _N
O • 0'-101, O O O O O o • • NOTES: f w w t c
�•. mat
EL.1707.1 EL.1706.1 EL.1707 0 0 0 0 0 0 1. SEE SHT.10C3&10C4 FOR EXTENTS OF WALL SECTIONS. w
o • • 3
2. ASPHALT PAVEMENT ELEVATIONS SHOWN ARE
0
5-413/6" 0 • • APPROXIMATE.SEE CIVIL DRAWINGS FOR EXACT GRADE
• o ELEVATIONS.
o � • �@8„O.C. \\%\\j�\j����\
\��\�/\�\ o • • 0 3. PLACE RIPRAP ALONG THE TOE OF THE RETAINING WALL
3 TAN16" • ALONG THE SNAKE RIVER AND PINE CREEK AS SHOWN.
o #4@8"O.C. 1 O REPLACE RIPRAP WITH COMPACTED NATIVE FILL ALONG
• •
THE SOUTHERN SIDE OF THE SITE.
0
o O #5@8"O.C. #5@8"O.C. • • #6@10"O.C.
#4@10"O.C. #4@8"O.C. o • •
o • #4@10"O.C. #6@10"O.C.
o _
EL.1703.26 • 6'-0" o • • #4@10"O.C. O
0'-10" #5@10"O.C. 3 11'-13/16" O F- 07
oo • • #5@10"O.C. > J
\ o Z Z Z
u ///\\//\\//\\�/� • • �o ----- EL.1703 Z a L1
o ----- K K
9,_10„ • --- EL.1702 O • • \ \ \ \ ` w 0= J
EL.1701 \ `\ `\ `\5\ o Z
Z: O_
• \\.\\.\\.\\.\ #6@10"O.0 �.
� —
0 T-0" • • O0 U
0
#4 Lu
@8"O.C. X
o #6@10"O.C. 1'-6° O Cn
#4@8"O.C. 0 1'6"1 w
a • #6@10"O.C. EL 1699
#4@8"O.C.
0
SECTION rE r EL 169717 1'-3" EL.1697.75 / /\\�/\
a SCALE: 3/4"=V-0" 1'-U" ,il 6'-0"
L �jAA�AA/AAjA SECTION V PROJECT: DA592013.00
SECTION SCALE: 3/4"=1'-0" DATE: 12/23/2020
SHEET
SCALE: 3/4"=1'-0" 10 C 8
0 Schn bd Engineering 2016 All Rights R...,.d

VARIES FROM
NOTES:
EL.1710.10 TO
�{ 11-01, EL.1706.28 1. SEE SHT.10C3&10C4 FOR EXTENTS OF WALL SECTIONS.
VARIES
2. ASPHALT PAVEMENT ELEVATIONS SHOWN ARE APPROXIMATE.
alli i11,
SEE CIVIL DRAWINGS FOR EXACT GRADE ELEVATIONS.
v�v
3. RAILING DETAILS SHOWN ARE CONCEPTUAL.CONTRACTOR TO
o �T SUBMIT DETAILS BASED ON THE PROVIDED CONCEPT FOR
• • #6@10"O.C. APPROVAL. o
0 0 0 0 0 4. PLACE RIPRAP ALONG THE TOE OF THE RETAINING WALL ALONG rc
#4@ 10"O.C. VARIES FROM THE SNAKE RIVER AND PINE CREEK AS SHOWN.REPLACE RIPRAP w
• • EL.1706.28 TO WITH COMPACTED NATIVE FILL ALONG THE SOUTHERN SIDE OF °
o #5@10"O.C. VARIES r0-8 EL.1703.50 THE SITE.
o -
• • T-13/16'
#5@8"O.C. w
rc
o •
o • • C #4@8"O.C. 3'-3%" 2
o 0 0 0 0 (MAX.) m N
10'-13/6" •
w o
EL.1703
o • • C \v1
o ----- EL.1703 T-13�8" O • /\\/�\/\\/� i m
zo
o • • \ \ \ � ` o C w
0
wU
0 0 #5@8"O.C.
#6@10"O.C.
0 0
0
#4@8"O.C. • •
• E.L.1699.17 EL.1699 m
4-6
SECTION
SECTION a
s'-o^
SCALE: 3/4"=1'-0" _ z
SECTION
� w o
SCALE: 3/4"=1'-0" = Z \m m
V0 �m
z �
10'-0" 10'-0" w °c
CONT. MAX. MAX. CONT. `a
w
HSS Yy"WELDED EMBEDDED RAILING 0-4 o
PLATEE(T(TYP).SANDBLAST
ST ALL PARTS �
AFTER FABRICATION.
1'-0TOP"
OF WALL
0'-8"
II II x� II II II II
- - — - - - - - — x--a —te a
0,-4„
WIRE ROPE (Typ) 6xft%"EMBEDDED PL.WITH ZO -
TopF (4)Y"DIA.STUDS,6"EMBED
PAVEMENT (TYP.) ; J
}c Z Z O Q
u Z a w
i RETAINING 20 0= LL1
3 WALL U O J_
° STEP IN FOOTING(TYP.) _ w 0
Q
r ¢ a : U w (n
w no IL O
ELEVATION 1 li �p
o FOOTING ELEVATION 2 m W
o p
W 45°
°a FOOTING BARS
° (TYP.) MIN
o L �{(MIN.
VFOOTINGBARS
(TYP.)
WALL ELEVATION PROJECT: DA592013.00
SCALE:Y2"=V-0" DATE: 12/23/2020
SHEET
a 10C9
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106 CONCRETE RIBBON
GC-02 CURB
L1
Z L11
3 0
1
4
3 O o
4
3 4
4
(�2 4 3
�
L3 O 3
L2 4
4 3 w
2 < W
3 4 3
L9 4 z
12 3 mo w
4 °N z
1 2 w
0
3 a
3 4 6 a
4 �w.
O 10
5 3
r
d Z�N O Q
L8
RESTROOM -am U'
SHED
�i{c
� w E
w n U
Z c C
7 SOUTH AREA LANDSCAPING COORDINATE SCHEDULE
V Z _"�
f w o m
MARK NORTHING FASTING COMMENTS �/,w c
-a U
E n
L1 497391.77 9145133.38 PT
L2 497395.87 9145098.26 PT
VALVE VAULT
L3 497376.26 9145113.77 RADIUS=25'-0"
L6 L4 497352.87 9145043.89 PT
L4
L5 497313.14 9145044.56 PT
O
AERATION TOWER L6 497333.26 9145059.40 RADIUS=25'-0" Z
o / L7 L7 497254.15 9145124.51 PT z
o L8 497242.36 9145161.96 PT OH ()
z
SOUTH AREA LANDSCAPING PLAN L9 497302.84 9145160.43 RADIUS=2s0'6" O Qw a- 0 z Q
SCALE:%a'-1'-0" L10 497243.31 9145199.79 PT O K U
L-1
L11 497283.81 9145218.77 PT = W p U
i Z
rc VALVE VAULT L12 497268.30 9145199.16 RADIUS=25'-0" = d w J
Z
i U) O d Q `LI
L5 LL QO O J
NOTES: 0 Q
o SOUTH AREA PLANT LIST m =
i< 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL EXISTING SITE UTILITIES AND YARD PIPING PRIOR TO COMMENCING LANDSCAPE WORK. SPACING x0
O NUMBER SCIENTIFIC NAME COMMON NAME SIZE (FT) QTY.
2. PRIOR TO BEGINNING ANY PLANTING,CONSTRUCTION OF THE IRRIGATION SYSTEM SHALL BE COMPLETED AND THE APPLICABLE TESTS ACCEPTED BY THE ENGINEER. O
w 1 PICEA PUNGENS LAYERED SPRUCE 12 FFET 25 3
Cn
a 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 2 PICEA OMORIKA SERBIAN SPRUCE 6 FEET 12 5
o WITH PLANT LOCATIONS AND EXISTING FACILITIES INCLUDING UNDERGROUND UTILITIES AND PIPING AND THE ENGINEER SHALL APPROVE THE RELOCATION OF PLANT 3 POTENTILLA FRUITICOSA GOLD STAR POTENTILLA 1 GAL 8 10
o MATERIALS.ALL TREES AND SHRUBS SHALL BE A MINIMUM OF 3-FEET HORIZONTAL SEPARATION FROM ALL UTILITIES.
4 ARCETOSTAPHYLOS UVA-URIS MASSACHUSETTS BEARBERRY 1 QT 4 18
4. NO SUBSTITUTIONS OF SPECIFIED PLANT MATERIALS SHALL BE ALLOWED UNLESS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 'MASSACHUSETTS'
5 XERILAWN TURF GRASS
a 5. ALL AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE 2 WEEKS PRIOR TO PLANTING TREES,SHRUBS,AND GROUNDCOVER.
6 - CRUSHED BASALT %4'MINUS X 4 IN DEPTH - - PROJECT: DA592013.00
6. LANDSCAPE WEED BARRIER FABRIC SHALL BE INSTALLED BENEATH ALL LANDSCAPING GRAVEL.WEED BARRIERS ARE TO BE DEWITT PRO-5 WEED BARRIER. 7 - CRUSHED BASALT %e'MINUS X 61N DEPTH - - DATE: 12/23/2020
SHEET
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13
14
106 CONCRETE RIBBON 4 3 N
GC-2 CURB
- 4'-0„ 3 2
2 \\�\\�\\/ PATHWAY \�\\�\\�\\ o
304 CHAIN LINK 16 / / 4 3
GC-5 \�i�\/ 2 8"X 14 GAGE STEEL
EDGING%z'MAX ABOVE O 3 O
FINISHED GRADE
1 2 28
1 SECTION A L30 3 4 4
3 SCALE: 1"=V-0" m o
3
BENCH 2 ^ O 1
(NOTE 7) 2 h L24 w' o
2 J 3
V ���SSS az
1 3 1 4
1 2
w
2 j
oN o
18 1 1 4 a
H
19 3 �rc
2
O 4O
23
2 L21 PATH 4 3 3
VALVE CONCRETE RIBBON 106 �
VAULT CURB GC-02 O a
A 3
4 O 3 26 U'
0 O 1 4 X 6 W Z
5'_2"CONCRETE 1 1 7 2 'IfQ� c
® SIDEWALK GC-02 3 4 ,V w 5m 0
w U
Z �C
2 V Z
w o to
a U
E to
EAST AREA LANDSCAPING 25
PLAN WEST AREA PLANT LIST
SPACING
SCALE: 1'-0"
NUMBER SCIENTIFIC NAME COMMON NAME SIZE (FT)
QTM
%8'=
1 PICEAPUNGENS LAYERED SPRUCE 12FFET 25 3 WEST AREA LANDSCAPING
EAST AREA PLANT LIST 2 PICEA OMORIKA SERBIAN SPRUCE 6 FEET 25 4 PLAN z
SPACING 3 POTENTILLA FRUITICOSA GOLD STAR POTENTILLA 1 GAL 10 10 SCALE:/8"=V-0" J
NUMBER SCIENTIFIC NAME COMMON NAME SIZE QTY. 1 Q
4 ARCETOSTAPHYLOS UVA-URIS MASSACHUSETTS BEARBERRY 1 QT 4 45 d
1 PRUNUS X BLIREIANA FLOWERING PLUM 15 GAL 16 5 'MASSACHUSETTS'
2 - CRUSHED BASALT %"MINUS X 6 IN DEPTH - - 5 XERILAWN TURF GRASS - - -
Z
0 3 XERILAWN TURF GRASS - - - 6 - CRUSHED BASALT %"MINUS X 4 IN DEPTH - - ZO
EL
H Q
NOTES: j 0
J0 } Z
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL EXISTING SITE UTILITIES AND w a 00 0
YARD PIPING PRIOR TO COMMENCING LANDSCAPE WORK. W g H z_ z
z } O O Q
EAST AREA LANDSCAPING COORDINATE SCHEDULE WEST AREA LANDSCAPING COORDINATE SCHEDULE 2. PRIOR TO BEGINNING ANY PLANTING,CONSTRUCTION OF THE IRRIGATION SYSTEM SHALL BE COMPLETED AND Of 0 Q J
THE APPLICABLE TESTS ACCEPTED BY THE ENGINEER. = W 0 U L Q
F 2' U) (/) W
MARK NORTHING EASTING COMMENTS MARK NORTHING EASTING COMMENTS
3. ALL PLANTS SHALL BE PLACED IN THE APPROXIMATE LOCATION SHOWN ON THE DRAWINGS.THE CONTRACTOR Q O 0
w SHALL NOTIFY THE ENGINEER IF THERE IS A CONFLICT WITH PLANT LOCATIONS AND EXISTING FACILITIES = a0 d z Q
L13 497460.48 9145013.78 PT L22 497361.67 9144852.40 PT INCLUDING UNDERGROUND UTILITIES AND PIPING AND THE ENGINEER SHALL APPROVE THE RELOCATION OF = d J
PLANT MATERIALS.ALL TREES AND SHRUBS SHALL BE A MINIMUM OF 3-FEET HORIZONTAL SEPARATION FROM � O Q O W
L14 497462.45 9145018.03 PT L23 497340.93 9144871.54 PT ALL UTILITIES.
3 O
° L15 497452.64 9146019.98 RADIUS=10'-0" L24 497365.30 9144877.13 RADIUS=25'-0" 4. NO SUBSTITUTIONS OF SPECIFIED PLANT MATERIALS SHALL BE ALLOWED UNLESS APPROVED BY THE a0
o ENGINEER PRIOR TO INSTALLATION. O
L16 497468.84 9145050.18 PT L25 497330.89 9144915.31 PT z
w 5. ALL AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE 2 WEEKS PRIOR TO PLANTING TREES, Q
o L17 497459.86 9145074.64 PT L26 497354.82 9144930.43 PT SHRUBS,AND GROUNDCOVER.
o 6. LANDSCAPE WEED BARRIER FABRIC SHALL BE INSTALLED BENEATH ALL LANDSCAPING GRAVEL.WEED
L18 497444.32 9145055.06 RADIUS=25'-0" L27 497345.51 9144918.66 RADIUS=15'-0" Q
BARRIERS ARE TO BE DEWITT PRO-5 WEED BARRIER. Lu
L19 497448.27 9145083.84 PT L28 497395.33 9144898.38 PT 7. BENCH IS TO BE WAUSAU MADE,MODEL NO.TF5037.
a
L20 497413.12 9145079.77 PT L29 497374.67 9144850.49 PT
PROJECT: DA592013.00
L21 497432.72 9145064.26 RADIUS=25'-0" L30 497378.58 9144877.21 RADIUS=27'-0" DATE: 12/23/2020
SHEET
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N
I
3 3 O 3 q O 3 4 O q 3 O 4 3 3 4 3 O 3 4
3
4 O 4 4 3 4 3 3 q 3 4 3 O 4 3 4 4 3 0
I
4 2 3 4 2 3 2 3 2 4 3 4 2 3 2 4 4 2 3 4 2 3 2 3 4 2
4 4 4 4 3 I
4 2 3 2 3 2 4 3 2 3 4 3 4 2 3 2 3 4 2 3
w z
a w
KIOSK w
I
mo
�N a
o
STORAGE BUILDING
w.
O I a
a
r r r r r r I y\��pl aj o
_ r
d Z�N O Q
H ifs�3a o� t5
ADULT HOLDING FACILITY
w n U
Z ;g m
NORTH AREA LANDSCAPING w
PLAN
-a U
SCALE:YB'=V-0"
NORTH AREA PLANT LIST ZQ
NUMBER SCIENTIFIC NAME COMMON NAME SIZE SPACING
G QTY. z a
0
1 PICEA OMORIKA SERBIAN SPRUCE 6 FEET 25 4 C
0 2 POTENTILLA FRUITICOSA GOLD STAR POTENTILLA 1 GAL 10 10 ¢ z
} a
3 ARCETOSTAPHYLOS UVA-URIS MASSACHUSETTS BEARBERRY 1 QT O Z O
'MASSACHUSETTS' 4 45 w as 0 Q
0 4 - CRUSHED BASALT _ _ g w Z U
3/8"MINUS X 4 IN DEPTH ofO O a V)
co (j) Q
rc = d w QLu
J
FE o o Q �
J
o
m =
0
O �
rc O
3 z
oa
o
0
a
0
PROJECT: DA592013.00
DATE: 12/23/202
SHEET
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®Sch-bd Engineering 2016 All Rights R...,.d

VALVE BOX
/ (NOTE 6) Q Q O I N
i I
' IO O ❑ o
® O I
I
O ® o
O 0 15 30 60 90 FT
00 SCALE:1"=30'
O ro
O
O O / rc
O00O � a
O° w
< W
VALVE BOX I iy
\ (NOTE 6) I y
\ w
CONTROLBOX
a
(NOTE 1) VALVE I a
\ IE 1704.70 BOX(N TE 6) I o
\ II
N U N
2 r
EXISTING 2"/ IRRIGATION
/ SUPPLY �fsi�3tl 0Q'
VALVE BOX
(NOTE 6)
I
O c� w
w n U
/ t0 mm
NOTES: V Z
om
y t c
1. IRRIGATION CONTROLLER SHALL BE A RAIN BIRD ESPLXMSM4 WITH 12 STATIONS AND RAIN SENSOR. a�
COORDINATE LOCATION WITH MECHANICAL EQUIPMENT AND OWNER PRIOR TO INSTALLING CONDUIT. w
3
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. O000 O i J
5. ZONE PIPING SHALL BE 1"DIA SCH 40 PVC MIN. O O 0 I Q
6. VALVE BOXES SHALL BE RAIN BIRD VBSPRH. L
LI 7. VALVES SHALL BE RAIN BIRD 100PEB. p
z 2i
8. FILTERS SHALL BE RAIN BIRD PBRQKCHK100-1"FOR ALL ZONES. \ I O Lu
H �
0 9. WIRE AND CONDUIT: Z Z �
\ }
9.1. PLACE ALL VALVE WIRE IN 1Y2'DIA PVC CONDUIT w g w Z U7
9.2. INSTALL HOME RUNS FROM EACH VALVE BOX TO CONTROLLER. \\ } O o a Z
W w W o U 0
9.3. INSTALL CONTROLLER IN UTILITY ROOM. \ I Q O coQ
\ — o w U
N _— J
3 z
o — ► m z
�� _ o a
U
3
oa
o z
o Q
PLAN VIEW J
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
10LS4
®Sch-bd Engineering 2016 All Rights R...,.d

B LP SMARTSIDE BOARD
AND BATTEN PANEL
13'-0" AND TRIP(NOTE 1)
2'-0"
0 6" �( ," 1 10 1,-4,.
1 10" \ z
PRE-ENGINEERED
—T— --- --- --- --- —T— WOOD TRUSSES 1 4
0'-11" / rc
AT 24"O.C. � o
I I I I ��/-
' DIA BOLT PLAN/
I I I I HSS 8x8xY4'(TYP) AT 24"O.C.
I I I I I
I I I I 1/4 TYP
4'-B" I I I I HSS 8x8xY4"
I I I I EXPANDED METAL
I I I I RIDGE (NOTE 4) SLAB ON GRADE 1"CHAMFER
I -I 14"x14"EMBEDDED PL.W/ m o
I s/a'DIA.STUDS,8"EMBED
I I I I D�
13'-0" 1� SO a
0'-6"
ui d
I I I I #4 @ 12"EW(TYP) > w
I I I I HSS 8X8XY4"(TYP) 4#6 i z"'
a
I I I 2"THK SAND LAYER o o 4,$„ I I I COLUMN BELOW m
I I I ISOLATING JOINT VAPOR RETARDER (5+1)#4 TIES w
I I I 6"CONC SLAB
I I I SEE DETAIL 1 4'-0" u
I I I 6#5 VERTICALS w o a
�� all II all
a
a �N
A
N
2'DIA.x 4'DEEP °a
1 SONOTUBE
a
2 0 �d6
&i a y
DIA. a _
—EAVE ��
° ° DETAILo�
ROOF FRAMING PLAN SCALE: 3/4"=V-0"
SCALE:Y2'=V-a' SECTION A a�
SEE 10 C 1 FOR COORDINATE SEE 10 C 1 FOR COORDINATE SCALE: 1/2"=V-0"
1'-10" 9'-4" c
� w E
0,_2" w m M u
STANDING SEAM METAL ROOF PRE-ENGINEERED z m c
ROOF TRUSS
OVER %2'OSB ROOF SHEATHING
1s
OO OVER WOOD TRUSSES H2.5&A35 1'-0" \/ V 0
;'c
/ AT EACH TRUSS z �0,_4„1 5 ;74
w c
a
w
I I EDGE OF CONC SLAB n #4(TYP) 1�0'8" 3
I I
I I
I
I PREFINISHED METAL 1'-6" PRE PRE-FINISHED
I FASCIA OVER 2x6 PL Sx8xY4' -METAL SOFFIT FINISHED VENTILATED METAL SECTION C
WOOD FASCIA (TYP) 1/4 TYP VENTILATED SOFFIT SCALE: 1"=V-0"
I -
I I
9'-4" I I 10'-8" DOUBLE 2x8 TOP
I I 1x4 FIBER CEMENT PLATE BOLTED
I I TRIM,PAINT TO STEEL BEAM
o I O
I z O
0 � J
I I O z z c Q
y I I za00 _J Lu H
LU
z � � 0 l Woo ~ zJ
o ------------------- x � � Q
w Q
U
H- � � � Y
10'-8.. / NOTES: _ =O d O U
$ 1. PAINT SMARTSIDE BOARD AND TRIM TO MATCH OTHER LL Q O (n Y
Of lo�
BUILDINGS. O
u eu u eu \ 0
o
o / 2. SEE SPECIFICATION 09910 FOR STRUCTURAL STEEL COATINGS. X
FOUNDATION PLAN 1 3. STANDING SEAM METAL ROOF SHALL MATCH TYPE AND COLOR o
SCALE:Y2"=V-0" w I w OF OTHER BUILDINGS.
°a
ROOF ABOVE I 4. ON THE RESTROOM SHED ONLY,3 SIDES SHALL HAVE 3/Q'NO.9
0
a 1 FLATTENED EXPANDED METAL WALLS.WELD FLAT BAR TO HSS
COLUMN WITH Y8'WELD.PROVIDE A HORIZONTAL FLAT BAR IN
THE CENTER OF THE WALL.SEE SPECIFICATION 09910 FOR
° \ n COATING.
a \
SECTION B \ — // PROJECT: DA592013.00
DATE: 12/23/2020
SCALE: 1/2"=1'-0'
SHEET
10S1
O Sch"bd Engineering 2016 All Rights R...,.d

B
26'-8"
0'-4" ® LP SMARTSIDE BOARD "
2'-0" AND BATTEN PANEL
(�.p) AND TRIP(NOTE 1)
�1-0"-�
PRE-ENGINEERED WOOD
I"I TRUSS AT 24"O.C. i 1
II II II L z°
II II II
i i o
11 4 I I 0'-11..
I I EDGE OF SHEATHING I
I I I I I I I �I �0'-9^
PL 10x10xYz'
DIA BOLT EMBEDDED
I I I HSS8x8x6j7'(TYP) AT 24"O.C.
I I I I T.p
22'_8" TYPL1/4
1/4 I I
q I I I I I I
I I 9.
HISS 8x8xYa"(TYP) V
> i
I I #4 @ 12 E.W.O. .
I I 6"CONCSLAB \\'\\44
N Q
II II II °
II II II °
II II II w
3•A11 —6 94 TIES
STOP
a
WATER w o a
SEE 200/GS-5 -
COLUMN BELOW #4 @ 12"O.C. °
ROOF FRAMING PLAN 115012"O.C.
SCALE:%q"=1'-0"
I~3'-0"SO.�
rn
SECTION
1'10" 11'6" SCALE: 3/8"=1'-0" `si�3a e
SEE 10C1FOR DETAIL �
COORDINATE
SCALE: 3/4"=1'-0" _
I L----------4 4----------4 ❑ i ^ Z
c
I
PRE-ENGINEERED w n u
I WOOD TRUSS z �°m
�c
I STANDING SEAM METAL ROOF V 0 n N
I I EDGE OF SLAB OVER'%2"OSB ROOF SHEATHING Z o m
OVER WOOD TRUSSES 12
I 5 N
I I R � E
I I EACH
H TRUSS
SSS �
19'-0" 20'-0"
ROOF ABOVE
I I
I�
1x4 FIBER CEMENT PRE-FINISHED
C I I PREFINISHED METAL TRIP,PAINT PREFINISHED VENTILATED METAL
FASCIA OVER 2X6 VENTILATED
10 S 1 I WOOD FASCIA METAL SORT NP' SOFFIT
� I I
o DOUBLE 2x8 TOP
PLATE BOLTED Z J
TO STEEL BEAM O —
r M L----------4 ❑ I ¢ H
Z Q O J
-- --
y NOTES: w a O
1. PAINT SMARTSIDE BOARD AND TRIM TO MATCH OTHER W g w Q LLI
BUILDINGS. > O p
SEE 10 C 1 FOR W U LLI D
FOUNDATION PLAN COORDINATE 2. STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED.J14F ui uJ U U
SCALE:%q"=1'-0" II II 1 1 � 3. STANDING SEAM METAL ROOF SHALL MATCH TYPE AND Q O K D D
u n A 4 COLOR OF OTHER BUILDINGS. = a- w
= O a
U) xa
LL Q O co
� 00 w
m a
c=n
d
0
a
0
SECTION B
SCALE: 3/8"=1'-0"
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
S102
®S°h-bd Engineering 2016 All Rights R...,.d

A
NOTES:
52'-11"
PATIO 0'-6" 1. FINISHED FLOOR ELEVATION OF THE DORM BUILDING SHALL BE 1,710.47'
51'-11"
2. CONTRACTOR SHALL FIELD VERIFY THE EXISTING DORM FOUNDATION.SHOW FIELD MEASUREMENTS ON SHOP 0'-8" 50'-7"
_ DRAWINGS FOR THE CONCRETE AND REINFORCEMENT. 10
3. CONTRACTOR SHALL COMPLETE ANY REPAIRS TO THE INSIDE AND OUTSIDE OF DORM BUILDING THAT RESULT FROM 1.
MOVING AND INSTALLING ON NEW FOUNDATION.
4'-11" 4. FIELD VERIFY THE LOCATION OF DOORS.CENTER STAIR AT DOOR LOCATIONS.
I
5. RECONNECT ALL DOMESTIC WATER AND SS FROM EXISTING SYSTEM.PULL NEW CONDUIT AND ALARMS AS REQUIRED
BY ELECTRICAL AND CONTROLS DRAWINGS.
I
B w
14'-5" - 4'_3"14'-1" 15'-5" 16'-5"
36x12x8" x
a
CONCRETE
STAIR )
(NOTETE 3 3)
� w
I z
I mo w
z a
o
m
0
4'-0" 36x12x8"
3'-0" CONCRETE
l �,L� — 1.STAIR(TYP) w6.
a
(NOTE 3)
47'-7" V-6"
o"'yZ2 a O N, \
r
e,
DORM FOUNDATION
SCALE:Y4"=V-0" rsi�3a e
Q^� z
�i{c
� w 0
Na"EXPANSION JOINT '-" '�"
CAULK W/SYNTHETIC RUBBER Z \°O1
SEALING COMPOUND = — f c
M�
(TYP) V 0 .,1 ro
EXISTING DORM z o m
16"x7"VENTS SPACED 3'-0" CONSTRUCTION JOINT(TYP) u' `a c
FROM ENDS AND 20'-0"O.C.
1#5(TYP) Y4"R(TPY ALL EDGES) o
#4 @ 12"O.C. I
(TYP) 4 •
0'8" 0'_8"
#4 @ 8" (n
•
O.C.E.W. J_
//\\///\\/ /\\j %\\% • W
� 2-6- z
o O.C.E.W. #4 @ 8"O.C.E.W. 2OO WATER 266 • #4 @ 8"O.C.E.W. O
STOP TYP Z
�0,_6„ Gs-e ) 266 Gs 6 ° Q
? GS-6 o za- Z
y 0'-8" • • • • • • • • • • • • • •
• • a- H O
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U W w U ~ Z
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SECTION A SECTION B LL o o m
SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" 3:
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o O
w
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X
LI.1
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
10S3
®Sch-bd Engineering 2016 All Rights R...,.d

WATERTIGHT JUNCTION BOX
FOR INSTRUMENT CONDUCTORS
NOTE 3 30"DIA,HINGED STEEL ACCESS
Z® 6"FLANGED PIPE SECTION FOR HATCH WITH STEEL HANDLE AND
INSTRUMENT INSTALLATION/REMOVAL PAD-LOCKABLE HASP
PROVIDE OSHA RATED
FALL-RESTRAINT TIE-OFF POINT
ON TOP OF TANK NEAR HATCH
�5'-0" NOTE
NOTE 3 a
T-0"
10
2"OF 8
TANK OVERFLOW o
ACC SLADDER OVERFLOW
WITH SECURITY DRAIN
GUA D
HIGH WATER
DRAIN ROCK FOR FLOAT SWITCH
OVERFLOW OUTLET %4'THICK 010'-0"
STEEL TANK
NOTE s 10'-0"MIN
A 1 12'_0„ rc
® mV ?QX$
�m X
x W 2
LADDER SECURITY x a w
TANK CESS AND GUARD,NOTE8 x
INSPE ON HATCH x w
5'-0.1 18'_0" m X
O/C MAX o r a
10'_0" X o
DRAIN PIPE SUPPORTS O/C MAX xx w
X a
a
�Y
3"DIA BALL VALVE o
1%"DIA BLOW-OUT LINE
IRRIGATION TANK PLAN W/PIPE CAP AND BALL VALVE
ACCESS LADDER
SCALE:3/8"=1'-0" 3"IR 1 SUPPORTS
SLAB ON GRADE NOTE 4
NOTES: LOW WATER FOUNDATION 0'-0"MAX
FLOAT SWITCH
1. LOCATE NEW IRRIGATION TANK ON SITE OF EXISTING IRRIGATION TANK.DEMOLISH AND DISPOSE OF 0-8
EXISTING FACILITIES PER THE DEMOLITION PLANS.
APPROXIMATE EXISTING
2. TANK SHALL BE EPDXY LINED AND COATED,y"THICK,A36 STEEL.FINISH COAT OF EXTERIOR EPDXY 0._9�� GROUND EL 1924'
COATING SYSTEM SHALL INCLUDE A UV BLOCKER ADDITIVE,SUCH AS TNEMEC SERIES 44-600,OR EQUAL, _
TO PREVENT DEGRADATION DUE TO UV EXPOSURE. #5 12"O.C. I
E.W.
3. PRESERVE AND PROTECT EXISTING LEVEL SENSORS AND REUSE FOR NEW TANK TO PROVIDE 3#5(TYP.) 2"DIA TANK DRAIN Q, Z
CONTROLS SIGNALS FOR THE NEW IRRIGATION PUMP SYSTEM.PROVIDE REPLACEMENT CONDUIT WITH STEEL PLUG ^ —
WHERE NECESSARY ACCORDING TO THESE CONTRACT DOCUMENTS,MANUFACTURER REQUIREMENTS NOTE 4
AND LOCAL CODE RESTRICTIONS. 12'-0" w �; E
4. TANK FOUNDATION CONNECTION DETAILS SHALL BE DESIGNED BY THE TANK MANUFACTURER/SUPPLER SO'
TO MEET THE LOADS DETAILED IN THE PROJECT DESIGN CRITERIA. Z ,m
C
_ M�
5. CONNECT TO EXISTING 3"IRRIGATION WATER LINE BELOW GRADE. SECTION A L y�
6.0
Z
6. PREPARE SUBGRADE TO PROVIDE A LEVEL SURFACE FOR FORMING AND PLACING THE CONCRETE t c
FOUNDATION.COMPACT TO 95%STANDARD PROCTOR.ALL CONCRETE AND FORMWORK SHALL ADHERE SCALE: 3/8"=1'-0" _ w a t
TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS. .6
7. PROVIDE ACCESS LADDER TO TOP OF IRRIGATION TANK,ENSURE LADDER MEETS ALL OSHA o
REQUIREMENTS. e
8. PROVIDE 6'-0"TALL,HINGED,EPDXY 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.
3
0
z
O _J
U Q
O z zz LLI
w a CO J 0
> o � U J
o Q
w d Z U
o o Ui = z
= a w U =
xoa Lu U
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0 0
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3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a 10M1
0 Schn bd Engineering 2016 All Rights R...,.d

/ GENERAL POWER NOTES:
/ 1. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING
SERVICE PRIOR TO EXCAVATION FOR ELECTRICAL WORK.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER
SITE DISCIPLINES INCLUDING, BUT NOT LIMITED TO,TRADES
——— ASSOCIATED WITH WATER, SEWER,AND GAS INSTALLATIONS.
c_
/ 3. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK. _
/e 4. REFER TO INDIVIDUAL BUILDING/AREA LIGHTING PLANS FOR EXTERIOR
BUILDING-MOUNTED LIGHTING.
5. REFER TO SHEET GES FOR LUMINAIRE SCHEDULE.
EDP-10 6. PROVIDE (1) SPARE 2"CONDUIT FROM EVERY PLAN AREA TO THE
/ NEW ELECTRICAL ROOM.
PL1
� nP AL II
POWER KEY NOTES: ® M
1 / R—HI-70E3 I
P-1 TYPI %//\\ I 1. RE-ROUTE PRIMARY POWER AND LOCATION OF ASSOCIATED w i
TRANSFORMERS. a W
2 S2-11 X \ EDP-10
arloa 2. PROVIDE 1"CONDUIT, 2#8 CONDUCTORS,AND 1#8 GROUND FOR THIS o
WELL PUMP HOME RUN.
w
/ P-10.2
3. ANTICIPATED ROUTING OF MEDIUM VOLTAGE CONDUCTORS (BY IPCO). �m o
4. ANTICIPATED UTILITY TRANSFORMER LOCATION (BY IPCO). w
o
5. PROVIDE SPARE 1"CONDUIT FROM LOCATION INDICATED (RE: 30E1)TO a
-LINE PANELBOARD 'H551 CONDUIT TO BE CAPPED AT EACH END. W.
o m Q
:60 -60(=3\ �Y4) 6. PROVIDE (3)2"CONDUITS BETWEEN LOCATIONS INDICATED.
7. PROVIDE SPARE 2"CONDUIT FROM LOCATION INDICATED TO I-LINE
10.3 PANELBOARD 'MDP'. CONDUIT TO BE CAPPED AT EACH END.
/ \ �
P-10 1 \ \
B. NEW UNDERGROUND POWER BY IDAHO POWER COMPANY TO EXISTING e
/104�
/ O \
L / \ / / 9. PROVIDE WEATHERPROOF LIGHT SWITCH WITH MOUNTING ACCESSORIES
// EbP-10� k/1 AS REQUIRED. c O
ry RE:40E1-40E3
/ W L PUMP#1
P- .1 \ // //// 6 /// /7 EDP 10
L \\\
/---� //EDP-10 I // g AL
RE:50E1-50E3 7� \\\ �V w m° v
I l \\\ f•U' w'RN
RE:30E12 cc
W
RE:20El &20E2 o
rn
:20El &20E2 �7/0 9 o TYL21 \ /
EDP-13 \�
w 2# \
c 6:EOFF-7
\ 1#6:GND ED�e\13 }
\ Z
EDP-10 EDP-13 a J
� = Z
U (PNCK)NE_CH�K. KBRB O Q
H�_/ TYPICAL 3 O O U
SERVICE _ W 0� W z
\ OXBOW(OBP O � D
SERVCE CC���CCUU��� O LL O () 0-
LL WED
O O x J
0
IS
\ o O 0 W
Q \ -
N OELECTRICAL SITE P AN
w 1
SCALE: 1"=32'-0"
o
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
iz wwwdrengineering.net SHEET
Ph.n 208.2a9.2191 Project:20DAC01 10E1
0 Schnabel Engineering 2016 All Rights R--d

/ GENERAL DEMOLITION NOTES:
/
/ 1. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING
SERVICE PRIOR TO EXCAVATION FOR ELECTRICAL WORK.
/ 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER
SITE DISCIPLINES INCLUDING BUT NOT LIMITED TO TRADES ASSOCIATED
WITH WATER, SEWER,AND GAS INSTALLATIONS.
c
\ 3. COORDINATE WITH UTILITY FOR DEMOLITION REQUIREMENTS. _
4. REFER TO 10E3 FOR SINGLE LINE DIAGRAM.
5. REMOVE EQUIPMENT, CONDUCTORS,AND RACEWAYS ASSOCIATED WITH
GENERAL DEMOLITION (RE: 10D1).
` > \ DEMOLITION KEY NOTES:
Y \ \ 1. ASSOCIATED SERVICE AND ANY ASSOCIATED PRIMARY TO BE
DISCONNECTED AND RE—ROUTED TO NEW HATCHERY BUILDING. ry
c a
2. EXISTING DISCONNECTS AND METERBASE ATTACHED TO HATCHERY
' ^ \ BUILDING TO BE REMOVED. DISCONNECT AND REMOVE ALL w Cj
FEEDERS/BRANCH CIRCUITS ASSOCIATED WITH SERVICE. a W
\ \\ 3. REMOVE EXISTING HEATER CIRCUIT. o
`
2 \ \ \ 4. EXISTING OVERHEAD POWER POLE TO BE DEMOLISHED.ASSOCIATED w
\ \ POWER TO BE REROUTED UNDERGROUND RE: 1OE1. COORDINATE WITH f° i
\ IDAHO POWER. N
/� \
\� 5 \ \ 5. RELOCATE EXISTING PHONE/ALARM LINES AS REQUIRED. o
`
4
4
3
z � �
29
v 5 � c9
� N� �cc
Ntcc
a L
RE:200El w of
RE:20El
5: ,
0, < <
l- LLJ
s
i (PNCK)SERVICE OW \ OU = 0 U LLI _j
i
(OB RRSERVICE LU S
p p X J LLJ
0
x W
o \ / o
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w 1 PLAN
rc \ SCALE: 1"=32'-O" i
U
PROJECT: DA592013.00
/ DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
wwwdrengineering.net SHEET
Ph.n 20e.2a9s191 Project:20DAC01 10E2
0 Schnabel Engineering 2016 All Rights Reservetl

OXBOW SERVICE PINE CREEK SERVICE
(rOvBPPRR)) (PNCK) KEYED NOTES:
O 1 O 1 1. AUTOMATIC TRANSFER SWITCH TO BE DISCONNECTED AND RELOCATED TO NEW
()(2)SETS OF EAR� SS OFF HATCHERY BUILDING.
SWITCHG
4#4/0 4#4/0480V
2. VERIFY EXISTING NEUTRAL SWITCHING CONFIGURATION.
v
3. COORDINATE WITH IDAHO POWER COMPANY FOR REMOVAL AND/OR RELOCATION
SPCA 400 DEMO OF EXISTING SERVICE TRANSFORMER AND ASSOCIATED PRIMARY.
L/
AUTOMATIC TRANSFER
1 2 SWITCH '83—ATS—A' 480V
3—PHASE 400A
SWITCHBOARD 'A' 480V
3—PHASE 400A
SOA 20A 15A 15A 15A 15A 30A 50A SOA 200A 200A 200A
3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P
r
#4 w 0
CTRL CTRL a w
PNL PNL
ram/ w w
V XFMR z
480:120/208V zo
M ////���I rvYv� 30KVA
BD 1 a
VUNLOADING� RIVER SCREEN SPARE IRRIGATION/ SPARE SPARE AERATION SPARE SPARE HATCHERY/HATCHERY 1
PUMP COMPRESSOR PUMP PUMP RIVER RIVER 1 a
5HP (2)5HP 7.5HP� V 20HP ,I PUMP#1 PUMP#2 1
Bm
LzZZ L/-/�J L 1o0HP �1100HPP
PANEL
o
OSINGLE LINE- DEMO e
1 SCALE:NTS
Q� z
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= mT$
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
wwwdrengineering.net SHEET
Phone:[phone] Project:20DAC01 10E3
0 Schnabel Engineering 2016 All Rights Reservetl

GENERAL NOTES:
1. PROVIDE NEW CONDUIT,CONDUCTORS,JUNCTION BOXES,AND FITTINGS AS
REQUIRED.
2. EQUIPMENT/CONDUCTORS SHOWN FADED ARE EXISTING.
KEYED NOTES:
1. BUILDING GROUND/NEUTRAL CONFIGURATION DETERMINED BY NUMBER OF
POLES OF EXISTING TRANSFER SWITCH RE: 10E5.CONTRACTOR TO VERIFY o
CONDUIT/CONDUCTOR SCHEDULE NUMBER OF POLES OF EXISTING TRANSFER SWITCH.
2. SINE WAVE FILTER COMMENSURATE WITH LOAD SERVED.
CONDUCTOR/ Conduit Copper Conductors 3. FURNISH WITH PADLOCKABLE LOCKOUT HASP.
RACEWAY TAG
4. REFER TO SPECIFICATIONS FOR VFD REQUIREMENTS.
[20] 3/4" 3#12,1#12G
[20V] 34' 2#12,1#12G 5. SIZED TO ACCOMMODATE ACTIVE HARMONIC FILTER CTs AS REQUIRED.
[30] 34' 3#10,1#10G 6. PROVIDE WITH AUXILIARY CONTACTS FOR VFD SHUTOFF AND APPURTENANT
[30N] 3/4" 4#10,1#10G CONTROLS CONDUIT/CONDUCTORS(1"C,3#14AWG).ENSURE THAT AUXILIARY
[40] 3/4" 3#8,1#10G FAULT CURRENT CONTACTS OPEN BEFORE MAIN CONTACTS.
[40V] 34' 2#8,1#10G # AVAILABLE AT 7. 100A ACTIVE HARMONIC FILTER.
[70P] 1-1/4" 3#4,1#8G EQUIPMENT
[125N] 2" 4#1/0,1#4G 8. VFD-RATED CABLE.BELDEN 29502 OR EQUIVALENT.
[125P] 1-1/4" 3#1,1#6G 9. MODIFY BUILDING GROUND PER NEC TO MEET NEW CONFIGURATION w
[125T] 2" 4#1/0,1#4G `o w
[2251 2-1/2" 3#4/0,1#4G PINE CREEK SERVICE,,,, " PANEL/XFMR NOMENCLATURE/LOCATIONS: w.
[225N] 2-1/2" 4#4/0,1#4G (PNCK)[225T] 2-1/2" 4#250MCM,1#2G XFMR _SS_/ELPSS:LOCATED IN SORTING/SPAWNING AREA(AREA 50) z.
l
$m �
[250] 2-1/2" 3#250KCMIL,1#4G _SH_/ELPSH:LOCATED IN SHOP AREA(AREA 70) o
[300] 3" 3#300K I-LINE PANELBOARD 'MDP' EOFF/OFL LOCATED IN OFFICE/INCUBATION AREA(AREA 60) w
[400S] 4" 4#600KC0KCMIL IL 480/277V
[4001 3-1/2" 3#500KCMIL,1#3G [1000S] 3-PHASE/4-WIRE, 1000A o.
[400N] 3-1/2" 4#500KCMIL,1#3G
hm m
[10005] (3)3-1/2" EA.W/4#400KCMIL 1000A PINE CREEK SERVICE LOAD SUMMARY w
NOTES 1 3P 2 3 4 5 6 7 8 9 10 11 NUMBER DESCRIPTION A B C REMARKS °
MDP1 SEWER PUMP
UPSIZED FOR VOLTAGE DROP N [400] [225] SPARE [225]00A 225A 200A 225A 225A 20A 3 400A 20A E P-10.3 3
20A 20A 125A 5 I._ 5
OFU
O3 4 O
O
CONDUIT/CONDUCTOR O 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 181 184
MDP-; PANEL'HSS1' 23
SCHEDULE RE:GE3 [125P] RE:GE3 2"CONDUIT RE:GE3 MDP5 PANEL'HSH1' 50 251 262 e
RE: 10E1 MDP5 CHILLER'CH-1' 152 152 162
SCALE:NTS g= a
VFD XFMR MDP-7 SPARE
VFD
PANEL PANEL PANEL o
SPARE rv� T-OFL1' 'H551' 'HSH1' SPARE 'OFH' SPARE MDP5 PANEL'OFH' I #REF! #REF! #REF! yy y v
I
OXBOW SERVICE _ 480:120/208V TYR.OF 3 MDP-9 SEWER PUMP P-10.4 5 5 5(OBPR) 75KVA 13025 9208 18259 MDP-9 SEWER PUMP P-10.3XFMR SEWER PUMP MDP-10 SWITCHBOARD'A' 75 75 75
P-10.3 [225T] [70P] [70P] SEWER PUMP 1 UNLOADING PUMP/HEATER 44 44 44
4005 3 HP h h ti XFMR'T-LSS1' � XFMR T-LSH1 NEMA 1/200/3 P310P4 7 IRRIGATION PUMP(10HP) 14 14 14[ 48o:120/208V 480:120/208V 8 PANEL'LV' 17 1717NEMA 3R 23OKW DIESEL GENSET PANEL 1 45KVA 45KVA TOTAL(AMPS) #REF! #REF! #REF! W ZERVICE6137 WITH UPSIZED 25OKW 'OFL' 1159q 846g TOTAL SITE LOAD: #REFI #REF! #REFI (CONNECTED LOAD IN AMPS)ENTRANCE ALTERNATOR [125T] [125T] --RATED 6712 CHILLER'CH-1' f!! w 8
[400N' G E PANEL PANEL [4001 D OXBOW SERVICE LOAD SUMMARY = zm m
400A/3P LSS1" LSH1'AUTOMATIC NUMBER ES DCRIPTION A B C REMARKS
3856 3856
TRANSFER EDP-1 V PANEL B 8 f j 0 m R N
6076 SWITCH O1 EDP-2 WELL PUMP#1 11 11 11 Z
'83-ATS-A' EDP-3 WELL PUMP#2 21 21 21 N w vg,a c
L
480V EDP-4 INCUBATION PUMP 3 3 3 U
[400N] 3-PHASE 400A -LINE PANELBOARD 'EDP' 480/277V EDP-5 PANEL'ELPSH' 28 27 28 3
� rn
5959 O EDP-6 PANEL'ELPSS' 19 23 32
3-PHASE/4-WIRE, 400A
EDP-7 INTERIOR LIGHTING 4
0 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 EDP-8 EXTERIOR LIGHTING 3
EDP-9 RIVER PUMP#1 1 180 180 180
_EDP-10__ SITE LIGHTING 2
3P 2P 3P ___ 3P _3P 3P 3P 1P 1P 3P 1P 1P 3P 11' 3P 3P 3P
125A 40A 20A 40A 20A 125A 125A 20A 20A 250A 20A 20A 250A 20A 15A 20A 20A - — ----------- ---- -------
3 3 3 EDP-11 INTERIOR LIGHTING 5
L __ J
EDP-12 RIVER PUMP#2
[30*] i
0] [20] [125N] [125N [20V] [20V] [250] [20V] [20V] [250] [2OV] RE [40>] EDP-14 SITE LIGHTING 1
60E1 NEMA EDP-14 ROLLUP DOOR 5 5 5
VFD VFD SER/3 O EDP-15_ RIVER SCREEN COMPRESSOR 14 _ 14 _ 14 _ __-
4 VFD TOTAL(AMPS) 294 294 295 2771480V
PANEL PANEL LTG-STORAGE O O SPARE TOTAL SITE LOAD: 294 294 295 (CONNECTED LOAD IN AMPS)
[125P [40V] 'ELPSH' 'ELPSS' RMS/MUD RM/ SITE LTG SITE LTG TYP OF 3 TOTAL SITE kVA
r, OFFICE/ EXTERIOR LTG-ELECTRICAL/ ROLL UP DOOR [20] � 1__.): 244
o VFD O4 8 3747 433 CCONFERENCE LTG O2 GENERATOR RM/ O 3HP _— 12118I20 -- - - - - - - OXBOW FISH HATCHERY
O wcuBAnoN O J SITE LOAD SUMMARYz }L-------
2 INCUBATION PUMP NEMA NEMA M >1 LL)
7 2HP [40V] 3R/400/3 3R/400/3 RIVER SCREEN O NEMA 1/400/3 SCALE:NTS d W Z J Z
o COMPRESSOR SER — V O Q
4669 HATCHERY HATCHERY 11P SHP -------------------------------------------- O C W (�
rc RIVER RIVER — U Q LL]
i PUMP#1 PUMP]�2 SWITCHBOARD 'A' 480V IY = WO z_
150HP 150HP r rq U J
WELL WELL D 3-PHASE 400A W S
i PUMP N1 PUMP#2 PANEL 1 2 3 4 5 6 7 8 9 10 11 12 O W O
P-101 P-10.2 ss2' D m u] W
7.5HP 15HP 3942 SOA 20A 15A 15A 15A 15A 30A SOA SOA 200A 200A 200A O O X J J
m 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P Q X O LU Z
0 o O
I I �
o #4 SPARE SPARE SPARE SPARE [30] SPARE SPARE SPARE SPARE
(N)10HP,480V J
MOTOR STARTER
EXISTING AIR BURST BUILDING XFMR
w CTRL NEMA 1 ,� 480120/208V
0 PNL NEMA - 30KVA F
3R/30/3
ru
PANEL —�
IRRIGATION LV
n BH RG PUMP
' PROJECT: DA592013.00
L---------------------------------------------------j DC ENGINEERING
DATE: 12123/20
SINGLE LINE NEW Careful listening.Dynamic solutions, SHEET
SCALE:NTS liv—drengieeerieg.eet 10E4
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights R...—d

a
GENERAL NOTES:
GENERATOR 1. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH
METALLIC SERVICE ENTRANCE CONDUIT. BOND TO GROUND BUS
USING CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.66 4
IDAHO POWER UTILITY USING THE SERVICE PHASE CONDUCTOR SIZE. a
TRANSFORMER 6
2. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH
l_A_A_hJ METALLIC FEEDER CONDUIT. BOND TO GROUND BUS USING
2 CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.122 USING
__ 3 THE FEEDER CIRCUIT OVERCURRENT DEVICE SIZED OR THE
SEPARATELY DERIVED SYSTEM OVERCURRENT DEVICE SIZE.
1
1
KEYED NOTES:
4 a
6 O INSTALL GROUNDED(NEUTRAL)CONDUCTOR. a
GROUND NEUTRAL 480/277V V1 °z
SER BREAKER O INSTALL#1/0 GROUNDING ELECTRODE o w
6 -- -- - - CONDUCTOR
i
f O INSTALL#1/0 EQUIPMENT GROUNDING z
TO STRUCTURES CONDUCTOR. m
O4 NEW GROUND BAR RE:SPECIFICATIONS. w
6 ISOLATED NEUTRAL. rc
INSTALL#1/0 BONDING JUMPER.. F
�� =m
3 � O INDICATES ATS NEUTRAL SWITCHING. o
6 480/277V PANELBOARD �� 9
I I'EDP' c
GROUND NEUTRAL iL=_
y
d�rej03 �`
b
GROUNDING SCHEMATIC ^� Z
GROUNDING SCHEMATIC- w °
= Z amm
O 4-POLE SWITCHING
SCALE:NTS
GENERATOR y w N t c
a L
V
IDAHO POWER UTILITY
TRANSFORMER
W�J�J 2
-- 3
4
GROUND NEUTRAL 480/277V
SER BREAKER Z }
w
o d = Z J
5- ° ¢ w U J
w = 0
w = Q
H
0LL0 U w
a m W C)
00
x J
x m 0 LLI
0 3 a o 0
U
Q
4 6 480/277V PANELBOARD
N 'EDP'
w
o GROUND NEUTRAL
U
0
TO STRUCTURES ��
O GROUNDING SCHEMATIC-
3-POLE SWITCHING DC Z23/20
DATE: 123/20 ENGINEERING PROJECT: 13.00
SCALE:NTS Careful listening.Dynamic solutions.
wwwdrengineering.net SHEET
Pho-20e26e2181 "j"'20DAG01 1 0E5
©Schnabel Engineering 2016 All Rights R.—d

GENERAL NOTES:
1. ALL ABOVE GROUND CONDUIT SHALL BE 3/4"MINIMUM AND UNDERGROUND
SHOP ZONE PANEL CONDUIT SHALL BE 1"MINIMUM.UNLESS NOTED OTHERWISE
2. PROVIDE ACCURATE AS-BUILT DRAWINGS TO ENGINEER UPON PROJECT °F
COMPLETION. a
rc
m
j� 3. ABSOLUTELY NO TOP PENETRATIONS SHALL BE ALLOWED IN PLC AND
CONTROLS ENCLOSURES.
/f�E 4. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS,
INCONSISTENCIES WITH DESIGN OR INTENT,OR NEED FOR CLARIFICATIONS,IT IS
THE CONTRACTORS RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN
WRITING WITH THE ENGINEER.IF THE CONTRACTOR FAILS TO CLARIFY ANY
QUESTIONS OR INCONSISTENCIES,THEY ACCEPT RESPONSIBILITY TO CORRECT
AT THEIR COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE
O ENGINEER.
5. REFER TO SHEET GI 3 FOR INSTRUMENT SCHEDULE. N
102 / 6. REFER TO CABLE SCHEDULE,SHEETS GI 6&GI 7 FOR CABLING
-,°.a / \ REQUIREMENTS.
FIT-1
7. REFER TO SHEETS GI 8&GI 9 FOR INSTALLATION DETAILS. o w
/ / \ A\ \ KEY NOTES: ® w
1. NEW UNDERGROUND 2"CONDUIT FOR FIBER RING. RE:GI4. N
2
2. NEW 24"X36"X24"D PRECAST FIBER JUNCTION BOX. a
XB-CCP'
FIT-10.2
RE:AR 40 \ /° 'SB-RI
/ DRAWINGS
/ b
ING
v
R AREA 30 D
a/ DRAWINGS
W S n U
PIT/PSH-10.1
to
N
\I\ MANAGERS ZONE PANEL
1
\ FE- .1
\,. DORM ZONE PANEL
Z
J
o \ RE:AREA 20 'INT-RID' IL
_ DRAWINGS
\ a � O
o \ U Z ~
O
\ \ O Q (If ~
2 Z
F \ 3: D) W
O LL O
a
2 m
3 \ CO 0
m (Y
o Cl O cn
Z
`s w
N 1 SITE INSTRUMENTATION PLAN U)
SCALE:1"=32'-O"
Wo NORTH
U
9
a pt
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net 1011
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

YR STATUS STATUS
RUN RUN
SPEED SPEED
SIC SETPOINT SIC SETPOINT
NUM NUM o
SIC SPEED SIC SPEED a
rc
ACTION ACTION ALARM w
HSS START HSS START PAH PRESS
STOP STOP HIGH
YA AFAULT LARM FI F ALARM
LOW YA ALARM FI FLOW NUM PAL PRESS
OW
HOA AUTO
11M AUTO NUM NUMU F S HOA STATUS FLOW PI PRESS YA AU
TOTAL RM
STAT
rc
- 90
M
u � z
o rc
T
a
OXB-CCP OXB-CCP o
SOFTWARE 1/0 SOFTWARE 1/0 N
AUTO STATUS DI AUTO STATUS DI DI w
FT FLOW FT FLOW S PRESS 0
RUNNING — RUNNING — —
FAULT TOTAL FAULT TOTAL HIGH a
SB-RID SB-RIO SB-RIO
SPEED FDBK SPEED FDBK w
SPEED CMD AI SPEED CMD AI Al DI w r
START F FLOW START F FLOW P PRESS YA ALARM �rc
STATUS o
STOP L�LJ SB-RIO STOP L J SB-RIO L\H SB-RIO L�LJ OXB-CCP
480VAC480VAC d_
3 P-10.1-VFD VFD i P-10.2-VFD VFD i i yd�BD�� Q,�e
MFR.CONTROL 3b
Y 120VAC FIT 120VAC FIT PANEL
FIT-10.2 Y FIT-10.3 Y ` U
I I
I I I I I I
�w SM0
= z v-b
I I I I I I
uU toRty
tw Z �t C
I I
PIT/PSH-10.1 PSH
PIT 2gVDC
LOOP
PE DUPLEX PUMP
SANITARY SEWER
I
B 3011 uF sTARON
jF1 IFETO AREA 30 AERATION TOWER SSLS-10.1FE
FE-10.2 FE-10.3
0
- I I
o Z > C
w
g g U 0 a
OH- w
w � _ Ofd
Jul
3: Lp �j
OLLO d
00X J
m = co 0 J
Q X
L—————————— L---------- DO
a
P-10.1 P-10.2
h
0
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net
Phone:[phone] Project:20DAC01 1012
©Schnabel Engineering 2016 All Rights Reserved

9'-6"
A
2"WH-36
PUMP ROOM DECK CONCRETE METAL DECK
NOT SHOWN FILL 1-1
0'2" FOR REINFORCEMENT 0'-6" — — — — —
1'�" 25'-8" 26'-0" DETAILS SEE DETAIL 1120 S 4 W19x40
B (TYP) 10
-0" EL 1710.50
W 12x40
PILECAP C6x8.2 (TYP) _ _ _ _ _ 01-6" u
W12x40(TYP) GUARDRAIL SEE S110/GS-4 o
2'-0" ��/ W12x40(TYP.)
_ 7 EL.1710.33 W12x4
( �II
I I
. I � - - - - - — - - SLOPEA 21�6„
TO TOP os3 SECTION
OF DECK 1'
B w
III
SCALE: 1/2"= -0"
COMPOSITE PILECAP
C12x2o.7 / METAL DECK V
STAIR ,��/ (TYPO I 24"DIA.STEEL ENCASED 0 5 -- w
SUPPORT I _ CONCRETE PILE(TYP.) F o ANCHOR
RA. 0-1�2
yI ANCHOR BOLTS (TYP)
SEE 20 S 3 20 S 4 15"EMBED MIN.
w
n u mo
FAT-0"� p'_6,� 0'-8" ii n os" z
N o 0
„ W
BRIDGE DECK PLAN
8-#8 a
1 LONG.BARS PL12x8xY2"
SCALE:/4 =1-0 z-° w o F
24"DIA.STEEL ENCASED W12x4066
C CONCRETE PILES(TYP.) #4 @ 6"O.C.TIES 0'-0�2" o
B DETAIL
SEE 10 C 1 FOR SCALE: 3/4"=1'-0"
20 S 4 COORDINATE
21,_0" dye P w �d6
3'-9" 13'-6" 3'-9" F01-6" 2-0" 10-0" 2-0" #6@12"O.C. #4@12"D.C. z"' N N
SEE 10 C 1 FOR �y o
COORDINATE SECTION
1'-0. SCALE: 1/2"=1'-0" as �S
C12x30 CHANNEL
ALL AROUND
_1 2'-6" � Z
ROOF COLUMN c a
. — 400 EL.1712.50 DETAIL 2 w E
2'_1y2 Gs-7 SCALE: 3/4"=1,_
6,_0„ 0,, w
i 22,_0" i i 21'-0" V N
Z N
I — 1".. I � n
C8x11.5 FOR REINFORCING CONCRETE FILL Z m g m
STIFFENERS I
AROUND p"I I I I STIFFENERS SEE DETAIL 2 I I I I w t c
l 2'- AROUND (NOTE 6) I i i EL.1712.50 a N
OPENING(TYP.)
NOTE 5 I 11 OPENING y III I I (TYP.)
_ _ — - - o o T
- 2'-1�2"
A 3"WH-36 W12x40(TYP.) W12x40 W12x40(TYP.)
20 S 4 22°" METAL DECK
p,9, 17'-0" W12x40 p$ 4-3/4"DIA.
7'3" DECK STUDS WELDED -5 METAL DECK ANCHOR
SLOPE (NOTE 6) TO SUPPORTS
BOLTS
TO TOP
OF DECK U)
Ci 2'-1y2" Z
— — — — — 20S4 0 U
z — — — — — — C 8 x 11.5 ¢ U
STIFFENERS 3,1, o Z Z LLI
rc 2 p• 2 a l AROUND NOTE 6) Z Q O —1 LLI (n
y OPENING ( w 0_
BRIDGE DECK III I I W w Q Y
NOT SHOWN I I (TYP.) O O Z
o IFFy ILL - - - - w X 0 ~ Z J
o
jx
- - - - - - - - - - - - - = _ �
w . . DW
ENCASED = d O
- — — — — CONCRETE PILES, LL Q d0
w 2'6" Yz"THK.CASING(TYP.) cl U Q
mIt m
o O
1_p 3'-6" 17'-0" 3'-6" O
g 3'-9" 13'-6" 3'-9"
1 COMPOSITE
a 1 CONCRETE METAL E SECTION rD
2ps4 N zo s a SECTION C
° NOTES: SCALE: 3/8"=1'-0"
INTAKE DECK PLAN ® SCALE: 3/8"=1'-0"
1. ALL STRUCTURAL MEMBERS SHALL BE WEATHERING STEEL.
a SCALE:3/8"=1'-0" 2. SEE S402/GS-7 FOR METAL DECK WELD DETAILS.
3. SEE S4061 GS-7 FOR SHEAR STUD PLACEMENT.
4. STEEL PIPE PILES SHALL BE PER SPECIFICATIONS SECTION 02455. PROJECT: DA592013.00
5. FOR SMALL OPENINGS IN CONCRETE DECK SEE DETAIL 409/SHEET GS-8. DATE: 12/23/2020
6. VERIFY OPENINGS WITH SIZE OF PUMP.
SHEET
20S1
O Sch-bd Engineering 2016 All Rights Res 7

A
23'-0"
0,_6. 4'-6" 14,_0" _ 4,_6„ 0,_6^
23'-0"
13'-6" �4�-9^ LIFTING EYE ROOF SHEATHING STANDING SEAM
METAL ROOF --
HSS Sx4xa/-(TYP.)---- HSS 5x5xYz" o o p
- (TYP.)-
-------- ------------------------- ------- 0.
—F IT II II
�I—_ —_ HSS 10x4x%" 2x12 RAFTERS
TI IT VENTED METAL
�I— — (CONT.OVER @ 12"O.C.
SUPPORTS)
_ —I� I I SOFFIT � I
— TI- - = = = - - - = = = = —IT — =
— — —LL —_ 6'4%2"
- - - - - - - - - - - - - - -I� - - II ICI r
- - �I— — 'L I I I I � a o
— 36"x36"TYPE F BILCO= i t 13'-1Y2" a w
ROOF HATCH �I I I HSS SxSxYz'
F i_ _ _ (TYP OF 2� — —1 _ = i (TYP.) i I w
= = I= = = = = = = = = = = = =I = = II II oNzo
I
=lF
HANDRAIL
24,-0„ 23,-0" I= _ _ _ _ _ _ — I L I I I I
6.
18"x18"TYPE F BILCO-
I ROOF HATCFF
EL.1712.50 I
I I I a'-7Y2"
= = = = =1 = =
- - �I- - - - - - - - IL - -
- - �I- - - - - - - -_ � LIL —_ —_ a=
—f I— — — (2)2x12 AT -
PERFORATION LI L HATCHES(TYP.) �Q
-T I FOR LIFTING EYES I
I_ — 2x12 @ 12"O.C.
= — TI- - = = = _ _ _ _ _ = —IT — = SECTION
- - �I- - - - - - - - - - - -I� - -
-
-Li SCALE: 3/8"
T IT
-- -- �I - - -
.510
— — — — — — — IL —
EU'— — — — �u0'-6" 4'-9" 13'-6" 4'-9"
HSS 1Ox4x3/e'(TYP.) t c
6'-5" 1'-0" ROOF SHEATHING =a chi
12 1 STANDING SEAM < rn
METAL ROOF JOIST HANGER ;
N 0,_6„ROOF FRAMING PLAN ® 01-11"--.4
SCALE:3/8"=1'-0"
2x12 RAFTERS
HSS 8x4x3/8'
RO'I"' VENTED METAL
SOFFIT
o JPL Y2" RAFTER
TYP O
W
> }
1'-5�2" PL 4x4xYi" 1 „ z Q ° J LU 05
W/3%"DIA BOLT 14'-1�2 12'-0" W a- L1
z TYP 3/16 2-0 CENTERED RAILING PER w g W Q Y z
- O GENERAL DETAILS � O ? < Q
o —-- ---- - - - HSS 5x5x1/2" HSS 5x5x/2" _ x ci z
c VENTED 0'-7" - ------- ------- VENTED METAL ❑ (TYP.) (TYP.) U W W U
METAL METAL O SOFFIT Q O
rc
SOFFIT FLASHING O�3" = D. LU LJ_I Z
w
$ — O LL Q O Q
cl
0-0'
V,PL.EACH WELDED 0'-4" 0'-1Y2" 0 ° u-
o TO COLUMN&BEAM °
EL.1712.50 X LL
o DETAIL DETAIL 2 SECTION C °
rc SCALE: 1 1/2"=1'-0" _ SCALE: 1 1/2"-V-0"
3 SCALE: 1 1/2"=1'-0"
0
o NOTES:
a
W BEAM
0
1. ALL STEEL MEMBERS SHALL BE WEATHERING STEEL.SEE SPECIFICATIONS FOR DETAILS.
W BEAM
2. CONTINUOUS BLOCKING SHALL BE PROVIDED BETWEEN 2x12,NOT SHOWN ON THE
a DRAWING.
3. ADJUST RAFTER SPACING TO ACCOMMODATE HATCHES IN ROOF. SECTION B PROJECT: DA592013.00
DATE: 12/23/2020
4. WELDS SHALL BEY4"FILLET WELDS ALL AROUND UNLESS SHOWN OTHERWISE. SCALE: 3/8"=T-0" _ SHEET
20S2
®Sch-bd Engineering 2016 All Rights Res 7

SEE SHT.20 S 2
FOR DETAILS
0
rc
U
O
138
2S-5 GUARDRAIL
53'-0" 3'-9" 13'-6" 3'-9" 0'-6"
rc
STAIRS
20S4
I I a
1"I COMPOSITE w
METAL DECK 2 �� 3 COMPOSITE m°
L — J Typ_ (NP.)METAL DECK o N o
4.
a
❑ e w° a e [4'
SEE SHEET 20 M 1 FOR LOCATION
F-0
EL 1696.50'±
F*EL686.50't
6'_0" EL 1678.00'±
n
30'-0"
EL 1678.00't EL 1678.00'±
24"DIA.STEEL ENCASED
35'-0" CONCRETE PILES(TYP.)
12'-0"
45'-0" 45'_0„ ^W Z
�i{c
� w 0
w n U
Z d
;g 0
SECTION a vf �,
SCALE: 1/4"=1'-0" 20 S 1 I Z N g 0
w c at U
to
ANCHORS
�
(NP OF 4)7.
PL 12x8xYz"
EL.1712.00 W12x40
C12x20.7 0'-1�2' p_p^� _g^
COPE
of
0'-5'
O O
I
o17� NP. sns
a 2"WH-36 CONCRETE FILL
METAL DECK j Z
• • • j • • 5/16 i 0'-3" 0'-1%2" C12X30 �
PILECAP TYP. —I
l W12 PLAN 5/16 „0'-1" I Q Z Z J
N ° e
1Yz'THK.GROUT PAD W J W
p_3^ PL 10x8x'Yz" W Q
2'6" SEE ETAIL 1/20 S 1 o o K O K ? W
O
5#8 BARS 0'-7" UJ
o z 0
° (T8B) O O FLU
w U 06
0
O W U)
• • • SEE SHT.GS-7 FOR WELDING PL 8x02x3%" 0'-1�2" TT = a W z
#4 12"O.C. NOTES AND DETAILS W12x40(NP.) W12x40 3-%"CIA A325N 0'-1"J U) � 0-
> Q
@ 0'-z" 1Y2"GROUD PAD BOLTS W/SHORT PLAN W12x40 LL < O
w 2 9 STIRRUPS SLOTTED HORIZ — U
0 3/4"ANCHORS '- `�� 3%"CIA BOLTS _' HOLES IN BEAM O W
o PILE SEE DETAIL 1/20 S 1 �DEED)12"MIN. Q - mO
P OF4 `(NP OF 4) X (n
11
(NP.) 1
2' ���
w
a 1Yz'GROUT PAD n I o i 1u
DETAIL 1 o'-r It ° II ° I
o SCALE: 1"=1'-0" ' DETAIL r3
SCALE: 1"=1'-0"
w,zxao PROJECT: DA592013.00 DETAIL 2 PLAN DATE: 12/23/2020
SCALE: 1"=1'-0' SHEET
20S3
O S°h-bd Engineering 2016 All Rights Res 7

a
METAL DECK
4 < d � d a a d - METAL DECK 4 �
a METAL DECK
GUARDRAIL
TYP.
4 SEE S134A/GS-4
a. W12x40 a 1/4 - a
W12x40 0
PL 9x4Y2x1/z' TYP. 1/4
(BOTH SIDES) METAL DECK
2 0'-3"
O'-172" � i TYP. o
3-3/4R DlA A325N BOLTS CSx11.5 a
W/SHORT SLOTTED C8z11.5
HORIZ.HOLES IN BEAM C8x11.5
W 12x40
1/4
1/4 �FORECK CONNECTION TYp DECK TO BE SET OVERNP. W12x40 NP 1/4TS,SEE SHT.GS-7 1/4 THE CHANNEL FLANGE C12x30
(NP.)
SECTION A SECTION a SECTION c SECTION SECTION E w o
SCALE: 1 1/2"=1'-0" 20 S 1 SCALE: 1 1/2"=V-0" 20 S 1 SCALE: 1 1/2"=1'-0" 20 S 1 SCALE: 1 1/2"=1'-0" 20 g 1 SCALE: 1 1/2"=1'-0" 20 S 1 v w
z
mo
w
q �
o
GUARDRAIL #4 @ 12"O.C.E.W. o
C6x8.2 SEE 5134/GS-4 5'-8" a
TYP. 0,�,
1/4 1"@ 12"O.C. W66 o
________ ___ O O
a
PUMP CAN
OPENING(NP)
1/4 TYP. DETAIL
SCALE: 1"=1'-0" 20 S 1 5$ y% o Q
W12x40
�3a t5
o -am
11/� -9 2 Q� z
�I 1'-572" ' " c
SECTION F
SCALE: 1 1/2"=1'-0" 20 S 9 B WITH COORDINATE ANCHORS w m°n U
" r. z ;g
3 7ftc
c
d�N
PUMP MOUNTING PLATE V _n
1'-0" w t c
a U
E n
6"COMPOSITE DECK O O CONCRETE PAD <
TYP. 3'-6"
G
C12x20.7 1"GRATING
CONCRETE DECK
C12 STAIR
STRINGER
138 TYP. 1/4
M GS-5 o r P. o o
CD
C12x20.7 z —_o W12 BRIDGE BEAM
SECTION B > > cn
o SCALE: 3/4"=1'-0" z Q O J W J
y
o U g LU Q Y Q
> O 0' Q LU
C o C12x20.7(TYP) DETAIL 1 W o z o
❑ o e NOTE 1 NOTE 2 SCALE: 1/2"=1'-0" 20 S 1 = o w U)
W z
5'-0"
#6@12 O.C. U
o0'-6" #6@12"O.C. in LLJ
116 11 �1 #a@1r o.c. cn
J 1
3 GS-4 DETAIL 1 0'-B" #4 @ 12"o.c. #a@12"o.C.
o � E.W. ,
o SCALE: 1 1/2"=1'-0" 20 S 3
0
NOTES:
SECTION C W12 #7@12"o.a
a 1. STAIR TREADS SHALL BE 1"GALVANIZED STEEL GRATING. SCALE: 3/4"=1'-O"
2. ALL STEEL SHALL BE GALVANIZED. - SECTION A PROJECT: DA592013.00
3. PUMP PEDESTAL LAYOUT AND DETAILS SHOWN ARE CONCEPTUAL. SCALE: 1/2"=1'-O" _
SHALL BE UPDATED BASED ON ACTUAL REQUIREMENTS PER PUMP MANUFACTURER. DATE: 12/23/2020
SHEET
20S4
®Sch-bd Engineering 2016 All Rights R...,.d

M 0m
106 5%"x2"PIPE STRAP SUPPORT 6-82"
MOUNT(TYP) o
I V-20.2 I
2,_8„ 2,'2Y2 V-20.1
2'2Y,2" u
y
4"CA 7
LE/LIT-20.1 _ _�_ _ _ _ _ - _L- - LE/LIT-20.1 NOTE 0
- - - - - NOTE4
3 10Y2 1 542 d V-20.3 d 6'-4y2' 212
LE/LIT-20.2
42"STEEL PUMP P-20.1 GM-4 NOTE 3
CAN(TYP OF 2)
20 M 4 I 36"DIA 45 DEG ELBOW LE/LIT-20.2
INTAKE SUPPORT p+1
STRUT ASSEMBLYNOTE 212"DIA STEEL 1 1 24"MUD VALVE ..1'-0" W 4 4-1Y2" 24"DMJ 1'-0"
PIPE CASING �(TYP 1 EA.) _ W/AW WA NUT a
6"IR 1 - - - - - w
I
2'-0„ 2,A,
TO AERATION _ B w
g,_3,� TOWER _ � a
TO INTAKE _ — _ _ o
24" 0'_g^ 5 SCREEN _ _ _ w
CONCRETE-FILLED I 1 TO IRRIGATION —
STEEL PIPE PILE. 0'-10" �3'-10Y2" — — —1 TRUMBULL 367-4960 0
—_— a
SEE STRUCTURAL 4'-7Y2" WATER TANK 4"CA 7 5'-1�2 I I V-20.5 4'-7Y2 DUCTILE IRON w a
DRAWINGS 2"IR 1 ADJUSTABLE STEM Y
\ EXISTING 2 DIA I -
+J BYPASS MUDD VALVE � i I i A GUIDE. o
2,_5„ y you
I 1� P-20.2 0�„Si�Q_'n dU N
EXISTING 36"SS TEE V-20.6
SCREEN WITH UPSTREAM 6'-4Y2 �Q it
_ 36"SW 4 DEBRIS DEFLECTOR _ _ _ _ _ fsi�3 0�
42"x 36"ECCENTRIC a ZS
q'-72"
1 REDUCER(TYP OF 2) 2p,q
2'-6" I I
CONCRETE-FILLED STEEL
PIPE PILES.SEE STRUCTURAL A�
DRAWINGS(TYP) W Z
—
� w
,M u
Z $m
d�N
N N V —a)
INTAKE PLAN: EL 1,686 FT ® INTAKE PLAN: EL 1,712.50 FT c w ma
c U
SCALE:/8'=1'-0" SCALE:/e'=1'-0" w
2"IR 1
NOTES:
0 1. REHAB AND REUSE EXISTING 24"BYPASS MUD VALVE AND STEM AND 36"SS TEE 1O 12"DIA STEEL IRRIGATION PUMP CASING
o SCREEN FROM THE EXISTING INTAKE STRUCTURE AFTER DEMOLITION.PROVIDE
ADDITIONAL STEM AND COUPLINGS FOR MUD VALVE AS REQUIRED TO REACH THE
Z
INTAKE DECK AND TO MAKE A COMPLETELY OPERABLE SYSTEM. O2 3"x 2"FLANGED REDUCER O
2. CONTRACTOR TO CONFIRM SIZE AND JOINT TYPE OF AIRBURST SUPPLY
CONNECTION TO TEE SCREEN AND PROVIDE APPROPRIATE FITTINGS AND _ _ O3 2"CHECK VALVE Q Z Z
HARDWARE TO MAKE A COMPLETE,AIR-TIGHT CONNECTION. W d J Z
W Q Q
i 3. CONFIGURE LEVEL SENSOR STILLING WELL SUPPORTS TO ENSURE STILLING j� O4 2"BALL VALVE } O '
WELL IS COMPLETELY VERTICAL FROM INTAKE MANIFOLD UP TO INTAKE DECK. 4 3 U O
4. TERMINATE RIVER LEVEL STILLING WELL AT EL 1,681.5'WITH OPEN BOTTOM. 1 7 5 O 2"90-DEG ELBOW F L = Y
r /� = a rJ Q
U P-20.3 = O ii LLf
1n 2 d z
r 2'-7" NOTE:ALL FITTINGS AND PIPING FOR IRRIGATION FL Q< O
SYSTEM SHALL,AT A MINIMUM,BE RATED FOR 250 —
3 PSI PER ANSI B16.5 OR ANSI B16.3 AND WITHSTAND O
DETAIL THE MAXIMUM SHUTOFF PRESSURE OF THE in
X
x IRRIGATION PUMP.
0 SCALE: 1"=1'-0" _ O
w
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a 20M1
0 Schn bd Engineering 2016 All Rights R...,.d

0
rc
U
O
P-20.2
V-20.4 > o
V-20.5
a
24"DMJ w i
a w
20.6
24"DIA 5-PIECE 2"MIN MACHINEGROUT w
ELBOW
6"MIN CONCRETE a
EQUIPMENT PAD
(TYP)
0
T-4'2" 2
a
DECK EL 1,712.50'
� o
n - 100-YR WSE 1,709.55'
r�
_ 10'-0" .. INTAKE PIPE
SUPPORT NOT
/ SUPPPIP ORT A (TYP) 24"SW 4 ` a CLARITY
SHOWN FOR �fy� o �r~
/ 20 M 4 IE 1,707.17 si�38 0
/ STILLING WELL SUPPORT
/ •� SEE 20 M 3
Z
c
42"SW 4 w �;
• � w1 n U
IE 1697.00 STILLING WELL FOR 212 Z �'c
24"SW 4 r LEVEL SENSORS
GM-4 V _N am
231
THRUSTBLOCK
a U
GC-3
a' WELD-O-LET FOR <
INTAKE LEVEL SENSOR
STILLING WELL TO MATCH
STILLING WELL DIAMETER
DESIGN MINIMUM
WSE 1,686.45'
INTAKE SUPPORT
STRUT ASSEMBLY EXISTING 36"DIA
o °
" a
36"SW 4 SS TEE SCREEN
h CL EL 1,683.00' ZO
U _4
WIITHAI OLATSON KLANGE O Z Z
W Q C)
-- •• 4 EXISTING RIVER BED K O U Z
90 DEG TURNING - - EL 1677.40' w W p Z O
o VANE ELBOW 4-3 2-0t42"
45 U w W Q
r o = U
a ° � U LLI
w PUMP INTAKE MANIFOLD z 36"ECCENTRIC = a0 LU
IE 1,678.11' REDUCER 1n = IL
SECTION Q/� N1. 2 LL O
4"DIA PIPE SECTION UNDER BRIDGE SHALL 3 O U
3 SCALE: 1/4"=1'-0" 20 M 1 HAVE A MAXIMUM LENGTH OF 20'-0". m
o x
0 O
w
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
20M2
O Sch-bd Engineering 2016 All Rights R...,.d

SEE 20 M 1 FOR IRRIGATION
PUMP DETAILS
PL 4x4x3/a"
(TYP OF 4)
EI II
2"IR 1 I I I HSS 4x4 PL
�6 TYP. 10
3/8 1
EI GM-4
I � RO'-3"
EI II
- DECK EL 1,712.50' 1Y2"DIA BOLT
d 3/8 P. \\\ 3/"PL(NOTE 4)
PIPE HANGER
w
rc
(TYP)
e
d SUPPORT AIRBURST PIPING L3'-6" 17'-0" HSS 6x6z3/g' 0'-4" m M
AT 8'O.C.MAX VERTICALLY, �—(TYP OF 2) 3/8 P.
AND WITHIN 1'OF ANY SPECIAL I'.VJ w o
4"CA 7 V =
0'-6" MANIFOLD
w
z
w
UNISTRUT a
P2558-30
TRUMBULL 367-4960 UNISTRUT 1"DIA BOLT DETAIL w
DUCTILE IRON P1000T CENTERED ON HSS 1 a
3"IR 1 ADJUSTABLE STEM GUIDE 15'-6" W/4"x2"PLATE SCALE: 3°
• WASHER(NOTE 2) w
V DY
C6x13
d
12"DIA IRRIGATION
PUMP CASING MUD VALVE ACTUATOR
STEM c�
d w
wig o r~
10'_0, Z4.
it it
6
TRUMBULL 367-4960
°a DUCTILE IRON °a
PIPE SUPPORT ADJUSTABLE STEM
NOT SHOWN GUIDE
• d FOR CLARITY
.i{c
Ifs w E
0 13.3• a ,V w M u
A _ mm
° = Z �;a1
C6x13 V 0 _ a)
y t c
d a U
E to
a. a
EXISTING 24"
MUD VALVE
P-20.3 4"CA 7
X
d °
� I I Z
Q Z Z
w a O0 J
�} p w U
3 a a W U o Z J
S
10'-5" = d W ('
1: O a_ LLJ
SECTION B SECTION C LL a o
N SCALE: 3/8"=1'-0" 20 M 1 SCALE: 3/8"=1'-0" 20 M 1 N1. ALL STEEL SHALL BE A36 STEEL HOT DIPPED GALVANIZED UNO. O O U
0
m
0 2. ALL BOLTS SHALL BE A325. x0
3. ALL WELDING SHALL BE PER AWS D1.1.FILLER METAL STRENGTH SHALL BE
rc 70 KSI.
3
°a
p 4. TABS WELDED TO THE MANIFOLD SHALL BE A36 STEEL,EPDXY COATED TO
a MATCH MANIFOLD.
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a
20M3
O Sch-bd Engineering 2016 All Rights R...,.d

0,_S.
o'-1y2"
BRIDGE DECK(SEE 0'1�2'STRUCTURAL DRAWINGS)
HSS CENTERED ON PLATE
p 4 a
0-5�2' 1/4 TYP.
W BEAM
Yn"NEOPRENE ' _
0
EXPANSION JOINT
Yi,PL FILLER.WRAP 1'-2"
AROUND PIPE
2
HSS4x4x3/e"(TYP)
w
HSS 4x4xa/q"CENTERED \ / T 43 5/a'DIA BOLT
ON END PLATES \ / 16" 1 o ° (TYP)
6"CA 7 A N
2"IR 1 w o
TYP. 1/4 1 1 DETAIL < W
DIA BOLTS( s/g'DIA BOLTL SCALE: 3"=1'-0"
(TYP) (TYP) o o z
PL 10x4x1/2"(TYP) _ m
EL 1,707.11' o Y o
0, �°
0
a
HSS 4x4xa/e"(TYP) �0'-1�2" �u
PIPE SUPPORT 0'-5"�2'-6" 1'-6" 0'-7" 1'-5"� 0'-3y2" w
SECTION A oY
SCALE: 3/4"=1'-0" 20 M 2 U-BOLT GRINNELL FIG 137,TOLCO
FIG 110 OR EQUAL.TYP EA.PIPE. o
s/e"DIA HEX 10
BOLTS W/NUTS O, o
5 6 \
SECTION A �_`��
SCALE: 1"=1'-0"
TYP. 3/i6
4'-2"O.D.x Yi'FLANGE 3/e"FLAT
BAR STRAP
03,_6. W z
w E
LL n U
TYP. 1/4
1/4 O z rn
0 a V�Zo
HSS 4x4x3/a' O PL%" r I'� _t U
E rn
TYP. 3
1/4
TYP 1/4 0'-0" s/q•DIA BOLTS <
1A MIN (TYP)
(TYP) HSS4x4x/." DETAIL 2
O 45° 3/y"DIA BOLTS SCALE: 1-1/2"=1'-0"
\ `
\ (BOTH SIDES)
\0\
02'-0" (
o
z
45" O
Y2"STEEL PLATE p Z Z J
(TYP OF4) SECTION B w as 0 J Q
SCALE: 1"=1'-0" W H U W
2'-6"O.D.xYi'FLANGE 4-7�2' K U O
WELDED TO PIPE CLAMP 0 = W p Q 0
O F 2i u!
o
B ® = 0_ LU v 0
Lu
LLa0
D)
o 3: o 0
o + m
o O
w
3
0
0
a
0
4.-7Y2. NOTES:
1. FIELD VERIFY DIMENSIONS
Detail 2. GALVANIZE ALL PARTS AFTER FABRICATION n
SCALE: 3/4"=1'-O" 3. FIELD/UNDERWATER BORE FOR%"DIA FASTENERS. 3/2020
ET
4
0 Sch-bd Engineering 2016 All Rights R...,.d

a
0
d
U
GENERAL DEMOLITION NOTES:
(E)RIVER PUMP 1. COORDINATE WITH OWNER FOR DISPOSAL OR RETURN OF REMOVED
(E)RIVER PUMP 1f EQUIPMENT/MATERIALS.
MOTOR STARTER �JI 2. REFER TO SHEET 1OE3 FOR SINGLE LINE DIAGRAM.
(E)RIVER PUMP 2--
MOTOR SMARTER
DEMOLITION KEY NOTES:
✓, �/ 1. COORDINATE WITH IPCO FOR REMOVAL OF EXISTING METERS AND RELAY
a
(E)RIVER PUMP#2 CABINET.
(E)SWITC HGEAR m °z
2. EXISTING INTAKE STRUCTURE TO BE ABANDONED.ALL EQUIPMENT WITHIN o w
STRUCTURE TO BE DISCONNECTED AND REMOVED. i
z
�(E)IRRIGATION PUMP O1 m
MOTOR STARTER o
�(5)AUTOMATIC _ L w
TRANSFER SWITCH o
�m
AIRBURST BUILDING
N
DEMOLITION PLAN
® O EXISTING INTAKE DEMOLITION e�q;
SCALE: 1/4"=1'-0" ®O PLAN
_ a �
SCALE: 1/4"=1'-0"
b
z
c _
FIT-20.1 w lo E
w \M U
Z O1�
o�C
(N)'INT-RID' I V — m2 d
__ ------ ------- -- y w etc
r (E)PANEL'LV' II (dipNER PUMP ai
(E)SWITCHBOARD — R.1 ;
(E)COMPRESSOR
11 I III 1 III I IIII
(N)SWITCHBOARD'A'DISCONNECT
(N)COMPRESSOR DISCONNECT —WA — U —991
FILL R —(I� bRl3 ATION PU
r
(E)PLC� RE 10E4
III I I III
7(N)IRRIGATION PUMP TO EXIST
STARTER
IMOTOR STARTER RE: 10E4 III t 7I1I
—� ___-- --_ --- N _ ----- IVER PUMP d
—_— --- ===+d-- 7 44
II
(E)HVAC UNIT
u1
u L=_q1 II >
¢ }w J Z
S TO SINE IIII IIII g U Z0 Q Q
AIRBURST BUILDING Re oE4 - --- --i-- --- - = o
® O ELECTRICAL PLAN u 1 �LIJ Lo3: U0 ILL ww
N SCALE: 1/4"=1'-0" a � m w
X -J
3 z: mQ LU
0 N o0
®O NEW INTAKE ELECTRICAL PLAN
1.
SCALE: 1/4"=1'-0"
MMILM
O
C
U
0
Q
PROJECT: DA592013.00
DC ENGINEERING DATE: 1223/20
Careful listening.Dynamic solutions.
wwwdrengineering.net SHEET
Pho-2082882181 Project:201)AC01 2OE1
©Schnabel Engineering 2016 All Rights R.—d

YR STATUS YR RUN STATUS
RUN
SPEED SPEED
SIC SEfP01NT SIC SEfP01NT
NUM NUM o
SIC SPEED SIC SPEED a
rc
ACTION ALARM ACTION PAH ALARM RUN w
HSS START PAH PRESS
HSS START PRESS YR STATUS
LAR LE LEVEL LAL LEVEL STOP HIGH STOP HIGH
E LOW LOW YA ALARM PAL ALARM YA ALARM PAL ALARM FI NUM PI NUM
FAULT PRESS FAULT PRESS FLOW DIET
U`H LEVEM LAH ALARM LOW LOW PRESS
LEVEL
HIGH HIGH HOA STATAUTO NUM NUMUS PI PRESS HOA STATUS PI PRESS E FLOW YA FANUM ULT
RM
NUM NUM TOTAL
LI LEVEL LI LEVEL
rc
- 90
M
u � z
o rc
a
0%B-CCP OXB-CCP o
SOFTWARE 1/0 SOFTWARE 1/0 h
AUTO STATUS D1 AUTO STATUS DI DI w
S PRESS S PRESS FT FLOW OXB-CCP rc
RUNNING — RUNNING — —
FAULT HIGH FAULT HIGH TOTAL a
TNT-RID TNT-RID TNT-RID SOFTWARE I/O
SPEED FDBK SPEED FDBK
L Al L Al SPEED CMD AI SPEED CMD Al AI FAULT r
START P PRESS START P PRESS F FLOW CLEANING IN PROGRESS
L�J INT-RIO L)LJ INT-RID STOP L�J INT-RIO STOP ICI INT-RIO L J INT-RIO SCREEN DIFFERENTIAL PRESSURE o
I I
asovnc aaovnc __2
3 P-20.1-VFD VFD i VFD i i ddBDd 0�
e
P-20.2-VFD !
I 3b
LIT 24VDC LIT 24VDC FIT 120VAC
LOOP LOOP
LIT-20.1 LIT-20.2 FIT-10.1 ` v
Q�z
I I III I III I I ^
I I III I III I I � tic -
w d E
I I III I III I I = w SML°ftc >
I I III I III I I � z �m oT
=m c
v^d
V 0 yRa
�/�z t to
J P-2o.1-Ds s �/I 65a L
r—— ' J ' P-20.2-DS y
— PSH
PIT 2aVDC -------�
LOOP r—————
V-20.1 V-20.3
I I PE I I I II �
I I P-29.1 o I I I
l FE-10.1 �
V-20.2 FE
PSH
E
P-20.2-TSH TSH
3 PIT PIT/PSH-20.2 MM A 3Q1 � Q
24VDC TO AREA 30 AERATION TOWER 06
ITL LOOP a
PE V-20.5 } } Z
o P-20.2 o Z O
Q W
a V-20.4 V-20.6 U a w Q
(if _ Of H
r EXISTING AIR BURST
i O LE-20.2 CONTROL PANEL Q U.
3 LE-20.1 LE ------------------ LE 2 m O
0o a
o PT PT Y
a
Q
ry Z
h
LU
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 2011
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. ALL ABOVE GROUND CONDUIT SHALL BE 3/4"MINIMUM AND UNDERGROUND
CONDUIT SHALL BE 1'MINIMUM.UNLESS NOTED OTHERWISE
2. PROVIDE ACCURATE AS-BUILT DRAWINGS TO ENGINEER UPON PROJECT
COMPLETION.
3. ABSOLUTELY NO TOP PENETRATIONS SHALL BE ALLOWED IN PLC AND CONTROLS
ENCLOSURES.
0
4. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, a
INCONSISTENCIES WITH DESIGN OR INTENT,OR NEED FOR CLARIFICATIONS,IT IS
THE CONTRACTORS RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN
WRITING WITH THE ENGINEER.IF THE CONTRACTOR FAILS TO CLARIFY ANY
QUESTIONS OR INCONSISTENCIES,THEY ACCEPT RESPONSIBILITY TO CORRECT AT
THEIR COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE ENGINEER.
5. REFER TO SHEET GI 3 FOR INSTRUMENT SCHEDULE.
6. REFER TO CABLE SCHEDULE,SHEETS GI 6&GI 7 FOR CABLING
REQUIREMENTS.
7. REFER TO SHEETS GI 8&GI 9 FOR INSTALLATION DETAILS.
8. COORDINATE WITH IPC FOR RE-INSTALLING ALL INSTRUMENTATION ON EXISTING
INTAKE TOWER THAT WILL BE RE-USED ON THE NEW INTAKE. w o M
rc a
_______ _ __ ____ .. z
--- t —————— ------- --- KEY NOTES: a w
FIT-20.1 ---- — ----- -- ---- a
IOW PIT/PSH-20.1 — lil�l---- 1. COORDINATE WITH IPCO FOR RE-INSTALLING AL INSTRUMENTATION OF EXISTING � 4
——————I (N)P-20.1 DISCONNECT INTAKE TOWER THAT WILL BE RE-USED ON NEW INTAKE w
(N)'INT-RID' ===fshl — ICI= g' ===— o
-------- -- —_= ==�== P-20.1 ----- ————
P-20.1-TSH LE-20.1
--- ---- = o
I r (E)PANEL'LV" ICI ��
==== k========I I9H Tump— LIT-20.1
(E)AIR I (E)SWITCHBOARD 'A'
COMPRESSOR
(N)SWITCHBOARD'A'DISCONNECT
= _--------1=====___ ----
IIUI
(E)CHILLER (N)COMPRESSOR DISCONNECT _———————— —— __=— = o tuP
= PIT/PSH-20.2
CONTROL
--- L PANEL
(N)P-20.2 DISCONNECT
(E)IRRIGATION PUMP ==—In-- rp3B
—]MOTOR STARTER ——— # = P-20.2 �I————
-- P-20.2-TSH ------ ====
(E)ATS --- r t ——————— -------_ " --- ` V
--Ill----- �z
L-- ----1--------III 7 --- /�
a
----------- --------------------------------- ---------- II! w y E
W $n U
1 AIRBURST INSTRUMENTATION PLAN 2 NEW INTAKE INSTRUMENTATION PLAN
z
SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" N w 's_°c
NORTH NORTH
v
3
d
J
m
Z
� J
a Z = a
o ll = Z Z
O
o � U CO O
� LU
_ Of 06 Q
� LL
O� Z
a O ca W
3 = mo LL
0 o Qo — J �
la Z
h Q
Z
U
9
a
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net SHEE
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. PROVIDE ITEMS IN THE BILL OF MATERIALS AS SPECIFIED,
OR APPROVED EQUAL. PLC, PLC COMPONENTS AND HMI
SHALL BE SUPPLIED AS SPECIFIED.
2. IN ADDITION TO THE FUSE QUANTITIES SHOWN IN THE BILL 10
OF MATERIAL, PROVIDE 100% SPARE FUSES. E
rc
3. PANEL SHOWN WITH INTENT OF BEING USED AS SHOP m
14 13 DRAWINGS. CONTRACTOR SHALL PROVIDE COMPLETE AND o
15 "° OPERATIONAL SYSTEM. THE PANEL SHALL BE BUILT BY A
UL-508A CERTIFIED PANEL BUILDER. THE COMPLETED
10 35 CONTROL PANEL SHALL BE ILL LISTED AND INCLUDE ALL
27 25 22 0 UL LABELS REQUIRED FOR INDUSTRIAL CONTROL PANELS.
4-" o o 4. GROUND PANEL, SUB PANEL AND DOOR ON
III III MANUFACTURES PROVIDED GROUND TERMINALS. ALL
III III III PAINTED SURFACES MUST BE PROPERLY CLEANED PRIOR w
II g o • ® Q 1111'�I III III III TO ATTACHING GROUNDING CONDUCTORS.
III g Q III II 5. LABEL ALL WIRING AS SHOWN ON THE SCHEMATICS USING
ZL
® HEAT SHRINKABLE SLEEVE TYPE LABELS. wo
ro a
III 24 26 21 23 III III II 6. ABSOLUTELY NO PANEL PENETRATIONS WILL BE ALLOWED f
713"III III III ON TOP OF THE CABINET. CONTRACTOR TO KEEP AS MANY u o rc
III III III II PENETRATIONS TO THE BOTTOM OF THE PANEL AS
III III III III POSSIBLE. w.
32 29 w
III 2 2 2 III III III II 7. ALL CONDUCTORS ENTERING PANEL SHALL BE RUN IN a
III III III III III CONDUIT. 0 0
1 ® ® 7 17 7 17
5 3 8. PANEL SHALL BE ANCHORED AND FASTENED TO BUILDING 1
III III III STRUCTURAL ELEMENTS. USE EXPANSION TYPE ANCHORS o
III ® •® 12 3 III III III APPROVED FOR THE APPLICATION ON MASONRY UNITS. USE a
II STRUT MOUNTED TO STRUCTURE WHERE NECESSARY. a
III 3 III III III I
III 1g g III III III 9. PROVIDE PHENOLIC NAMEPLATE WITH PANEL NAME o
III 8 20 III III III II CENTERED ON FRONT OF ENCLOSURE 3" FROM TOP.
3 t3l
III 3 III I I III I I
t>a�
III III o III I I o mP � �
III III III II g= a o �
III III III I o o �
3 `III ydd yd ae
3 17 7 4 rs�o3b Q
III
4
III III III I I
III III III'I III I I ` v
0 0
7 19 rl
3387"III 16 7 11 III 33" III�I III
0 P8 0 rl w S M.0
3 rl
31
11 0
III III 'I II III I I y
III III Irl II III II tV z �t
11 0 0 34 rl II N" a u
'I II u
28 28 'I k
III 31 0 31 0 � III I'I k III I I e
III III 'I II III I I
III III h III I I
III 8 III � IIII
0
III III I'I II III I I
III �ouoII III I'I d III II
III � � � � III Irlp IIII
30 33 �MD 10 D Em I
nowaEno
0
o
2" 5"�~5"�~5" 5" 1~5"�~5" } }
g z
LU
S = Z
O
° ate O >-
Q
w = 0
p LL 0O J
a m Z N w= coo _ Z
0 0 o a
0
h
00
ro
U
9
�pa
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 20110
©Schnabel Engineering 2016 All Rights Reserved

O
H
K
y
C
x� n
u H Z
p C
BILL OF MATERIAL T
ITEM CITY CATALOG DESCRIPTION MFG
a
1 1 1489-M1C150 CIRCUIT BREAKER,BULLETIN 1489 SERIES,I5A AB o 0
2 26 1492-EAJ35 ENDANCHOR AB
3 90 1492-J4 SCREW CONNECTION TERMINAL BLOCK;1492-J AB 0
4 22 1492JG4 SCREW CONNECTION TERMINAL BLOCK;1492-J AB w
w�
5 16 1492-JKD4 KNIFE DISCONNECT TERMINAL BLOCK AB �rc
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,1201240VAC/85-375VDC INPUT VOLTAGE,120W NOMINAL POWER AB
10 2 1783-SFPl GLX STRATIX FIBER SFP,1000 MBIT CONNECTIVITY OVER SINGLE-MODE FIBER AB o wP
d z
11 4 199-DR1 ZINC/STEEL DIN RAIL EN5022(35mm x 7.5mm z 1mm) AB � u
o p
12 2 4983-DS120-401 120VAC SURGE SUPPRESSOR AB
13 1 CP4836 48x36 IN,BACK PANEL HOFFMAN r8/D3b Nis,
14 1 CSD483612 STEEL,48x36x12 IN,W/SINGLE DOOR,WALL-MOUNT ENCLOSURE,NEMA 4,12,13,IP66 HOFFMAN G7
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 w $M c0i
20 1 GSC6 FUSE 5X20MM 250VAC,6A,TIME DELAY MERSEN
21 1 BMX DDO 1602 16 OUTPUT SOLID STATE DISCRETE OUTPUT MODULE MODICON "'N
22 1 BMXAM10800 NON-ISOLATED ANALOG INPUT MODULE X80,8 INPUTS MODICON V Z to R L
23 1 BMXAMO0410 ISOLATED ANALOG OUTPUT MODULE X80,4 OUTPUTS MODICON N lini co
w 5 a L
24 1 BMXCPS3500 X80 PLATFORM POWER SUPPLY MODULE.100...240VAC-36W MODICON ai
25 1 BMXDD11602 DISCRETE INPUT MODULE,M340,16 INPUTS,24 VDC SING MODICON o
26 1 BMXPRA0100 X80 PERIPHERAL REMOTE 1/0 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 FDMEBRG DIN RAIL MOUNT FIBER PATCH PANEL PANDUIT
3 34 1 SDUB50A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT SOLA HD
35 1 TI-G1021 10 PORT HARDENED INDUSTRIAL L2 GIGABIT DIN RAIL SWITCH W/2 SFP SLOTS TRENDNET
Y
K
7 d = Z
S 0U (7 O
° a O }
(ifw 0 Q
p LL 0O J
a m Z N w= coo _ Z
0 0 o a
0
h
'o
ro
U
9
�pa
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 20111
©Schnabel Engineering 2016 All Rights Reserved

4010 4010E
from 4037 from 4037
0 4000
4 0 4038
120VAC-L 120VAC-N
TS1-F 11 24VDC POWER SUPPLY
40101A{ CB4001 4039 4039 L 4039A
MAIN TS1-F13 DV4039 TS1-UPN
4040A 120W 40406
4002 4040010 SA 10
4p93 40106 li
4003 DV4003 4003E DV4003A
4003A 4003C rc
4003 c c i 4041 m
4001 TS1-L TS1-GND rTS1ND TS1-N 4040
4004 4042
- 4000A
TS1 F1 RECPT4005 TS1-F 12 24VDC POWER SUPPLY
4005 SA 4005 H N 4005A 4043 3A 4043 DV4043 4043A
of of TS1-N 4044 120W TS1-F14 TS1-UPN 4044A
40
4006 c 06 4044 5A -
TS1-GND 4093 TS1-GND
4007 4045
POWER FAIL - M
CR4008 TS1-F15 DV4046 x rc
4008 NO 4080 4046 SA 4046 4p46A d
L TS1-N i TS1-(-24) ¢ 1.
TS1- ETHERNET SWITCH o rc
1.
4009 4009 2 4009A 4047
6A UPS w
TS1-N TS1-F16
4010A 4010E
4010 a 4048 a10
TS1-UPL 4092 TS1-(-24)
to
4011 4049 0
nI
TS1-F17 a
4012 4050 a
TS1-F3 DV4013
TS1-(-24) o
4013 4013 2 4013A 4051
1A
PLC POWER SUPPLY TS 1-UPN TS1-F18
4014 4052
TS1-F4 DV4015 TS1-(-24)
4015 4015
A L n 4015A 4053 d z $
u
PANEL LIGHT TS1-UPN TS1-F19 y g
4016 4054 1 4Aro
TS1-F5 TS1-(-24) �3b
4017 1A o 4055
TS1-UPN
v
4018 4056 Z
TS1-F6 c
4019 1A o 4057 /I! w d E
TS 1-UPN i w $M cci
4020 4058
M N
TS1-F7 f•C9 to go
4021 1Ao 4059 V•_ z ',"='coTS1-UPN �/,w aL
� N
4022 4060
3
TS1-FS
4023 1Ao 4061 P
4010 TS 1-UPN
4024 4062
4025 4063
4026 4064
0 4027 4065
a 4028 4066 Z } (�
aLU a0 4029 4067 U O
S TS1-F9 0 a W Q w
w 4030 1 4Ao 4068 w = O _
a 2i to C..)
_ 4031 4069 d �: ca Z
J
= co 0 w
m TS1-yF�10 Q X Z
0 4032 'Ao 4070 0 O Q
a
c 4033 4071
h 4034 4072
0 4035 4073
U
9
4036 4074
120VAC-L to 04038 N +24 4075 to 4076C to 4076-24 C
a 4037 to 4038
13.00
4010 4010E 4040 4044A PROJECT:
DC ENGINEERING DATE: 12123120/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 20112
©Schnabel Engineenng 2016 All Rights Reserved

4040 4044A 4040 4044A
from 4075 MODICON from 4075 from 4113 from 4113
4076 +24 VDC BMXDD11602 -24 VDC 4114 +24 VDC -24 VDC
RACK 1
SLOT 2
4077 16-PT DISCRETE INPUT 4115
TS2-F1 PLC4078
I
PS4078 4078B 4078A PSH-20.1
4078 �————— 1:2/00 4116 10
INTAKE PUMP 1
2-1 TS2-2 10 01 HIGH PRESSURE
4079 FIT-10.1 4079A 4079E FIT-10.1
4079 —— —— —— —— 11 1:2/01 INTAKE PUMPS 4117
2-3 TS2-4 02 FLOW TOTAL
4080 CR4008 4080A 4080E INPUT POWER FAIL
4080 1:2/02 4118
2-5 4008 TS2-6 12 03
PS4081 4081B 4081 PSH-20.2
4081 0� ————— 13 1:2/03 INTAKE PUMP 2 4119
2-7 TS2-8 04 HIGH PRESSURE
4082 4082 1:2/04 SPARE 4120 w
2-9 TS2-10 14 05
4083 4083 1:2/OS SPARE 4121 0
2-11 TS2-12 15O64084 4084 1:2/O6 SPARE41222-13 TS2-14 16 07 0 �
4085 4085 1:2/07 SPARE 4123
TS2-F2 TS2-15 TS2-16 17 O8
4086 4086A SPARE
4086 / 1:2/08 4124
1 I
TS2-18 18 09 o
4087 4087 1:2/09 SPARE 4125 a
TS2-20 19 10
4088 4088 1:2/10 SPARE 4126
TS2-22 110 11
4089 4089 1:2/11 SPARE 4127
TS2-24 Ill 12
4090 4090 1:2 12 SPARE 4128
TS2-26 112 13
4091 4091 1:2 13 SPARE 4129 z $
TS2-28 113 14 > Tc
S 4092A UPS BATT 4092E 4092C UPS/BATTERY
e
4092r 114FAIL413009 a009 TS2-30 15
39 4093A DV4043 4093E 4093C 24VDC POWER SUPPLY
4093 1:2 15 FAIL 4131
TS2-31 4039 4043 TS2-32 115 16 ` V
4094 0 VDC4094Di 4132 AA,,
TS2-F3 17 TS1-(-24) W Z
4095 4095 +24VDC 10 4133 w d E
4040 1/2A 18 4044A 4040 4044A w $n U
4096 4134 _ c
19 0 VDC m^N
to
4097 +24VDC 4135 Z �'t
20 V)w a L
65 N
4098 4136 � v
3
4099 4137
4100 4138
4101 4139
4102 4140
0 4103 4141
4104 4142 N
a Z U
Q Lu
0 4105 4143 U O O Q
U = LU O W
F4106 4144 w O _
3:w 3
dLL m
Z4107 4145 �
OO XH U
W J
°m Q X O
0 4108 4146 C1 O Z
c 4109 4147 d
h 4110 4148
0 4111 4149
in
9
4112 4150
+24 VDC -24
24VDC 4151 +241 VDC
-24
2415VDC �p
a 4113 to 4114to
4040 4044A 4040 4044A PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 20113
©Schnabel Engineering 2016 NI Rights Reserved

4040 4044A 4040 4044A
from 4151 MODICON from 4151 from 4189 from 4189
4152 +24 VDC BMX DOD 1602 -24 VDC 4190 +24 VDC -24 VDC
RACK 1
SLOT 4
4153 16-PT DISCRETE OUTPUT 4191
PLC4154
CR4154
SPARE4154
4154 0:4 00 NO 4192
01 DO TS1-(-24) NC °
CR4155 a
4155 SPARE 0:4 01 Q1 4155A 4155 NO 4193 m
02 CR4156 NC to
4156 SPARE 0:4 02 & 4156 4156A NO 4194
03 Q2 CR4157 TS1-(-24) NC
4157 SPARE 0:4 03 & 4157A 4157 NO 4195
04 Q3 NC
CR4158
4158 SPARE 0:4 04 & 4158 4158A NO 4196 w
05 Q4 CR4159 TS1-(-24) NC
SPARE
4159 0:4 05 & 4159A 4159 NO 4197
Q5 NC
w o M
O6 CR4160 rc
SPARE
4160 0:4 O6 4160 4160A NO 4198 u
07 Q6 CR4161 TS1-(-24) NC
o rc
4161 SPARE 0:4 07 Q7 4161A 4161 NO 4199
08 NC
CR4162 m
a
4162 SPARE 0:4 08 & 4162 4162A NO 4200 o
09 Q8 CR4163 TS1-(-24) NC
4163 SPARE 0:4 09 4163A 4163 NO 4201 a
10 Q9 NC
CR4164 m
SPARE 4164 4164A w
4164 0:4 10 NO 4202
11 Q10 CR4165 TS1-(-24) NC o
4165 SPARE 0:4 11 & 4165A 4165 NO 4203
12 Q11 NC
CR4166
4166 SPARE 0:4 12 & 4166 4166A NO 4204
13 Q12 CR4167 TS1-(-24) NC
SPARE 4167A 4167 NO d=
4167 0:4 13 Q13 NC 4205 o O u
14 CR4168
4168 SPARE 0:4 14 & 4168 4168A NO 4206
Q14
15 CR4169 TS1-(-24) NC
4169 SPARE 0:4/15 & 4169A 4169 NO 4207
T52-F4 16 Q15 NC ` v
4170
4174040 1/2A +24VDC 4208 Z
IY c
71 w E
4171 4209
OV 1 17 8 W $M U
4044A 4040 4044A Z m pt
4172 4210
+24VDC 1g f• N N
V Zti a
4173 4211 N w 5 t to
OV 20 TS1-(-24)
� m
4174 4212 � v
4175 4213
4176 4214
4177 4215
4178 4216
3
4179 4217
M
a 4180 4218 Z U
a w o H
4181 4219 2 U Q
O = LU 2 O W
w 4182 4220 W O _
3: LL H U
4183 4221 Q X co O Z W
°m
0 4184 4222 C] O Z
a
4185 4223
h 4186 4224
'°
4187 4225
to
9
4188 4226
__+24VDC -24 VDC +24 VDC -24 VDC p
w 4189 to 4190 to 4190 4227 to 4226 to 4228 �- PROJECT: DA592013.00
4040 4044A 4040 4044A DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 20114
©Schnabel Engineering 2016 All Rights Reserved

4040 4044A 4040 4044A
from 4227 MODICON from 4227 from 4265 from 4265
4228 +24 VDC BMXAM10810 -24 VDC 4266 +24 VDC -24 VDC
RACK 1
TS3-F1 4228 SLOT 6
4228 �.-—————————— 8-CH INPUT ISOLATED INPUTS 4267
1/2A PLC4230
4230 4230A LIT-20.1
4230 (+)o-——— JZE
s- 4268 10
LEVELIIO RIVER
INDICATION
5307 TS3-1 1TRANSMITTER SPLAY4231 (-) 423HLDs+ 5HLD31A VIO 3 4269
TS3-2
4232 L—— L--- COMO 2 4270
4233
TS3-F2 TS3-3
4233 4232 TS1-(-24)
4271�-----------
1/2A =TS3-GND
4234 4234A
4234 — -jLE
s- — I:6 01 INTAKE SCREEN 4272 w
LEVEL M5311 TS3-5 111 6 LEVEL INDICATION
TRANSMITTER SPLAY4235 (_) —4235 sHLDS.
s 41D235A V11 4273
TS3-6 4
xQ
4236 L—— COM1 4274 " r
L--- TS3-7 5 o w
TS3-F3 4237 w
4237 ---------, — 4275
1/2A =TS3-GND
4238A
4238 (+) — J — I:6 02 INTAKE PUMP 1 4276 o i
PRESSURE TS3-9 112 7 PRESSURE y
TRANSMITTER 4238
4239A11
4239 Slc — ————J S 42 V12 4277 a
TS3-10 9
SHLD m
4240 (_) — —— 4240 ———— COM2 8 4278 =rc
TS3-F4 TS3-11 o m
y 4241
4241 ---------, L---�— 4279
1/2A =TS3-GND
4242A
4242 (+) — J — I:6 03 PTAKE 4280
PRESSURE 1 TS3-13 113 120 PRESSURE MP 2 �O.QO
TRANSMITTER 4242
4243 Slc — ————J 4243 4281 ¢z $
TS3-14 sHLD V13 10 o O Tc
4244 (_) — — 4244 ———— 4282
TS3-F5
TS3-15 COM3 11 �3y
4245 �o L——————— 4283
1/2A — YTS3-GND ` v
FIT-20.1 —
4246 (+) — 4246 4246A I:6/04 INTAKE PUMPS 4284 z
4040 FLOW TS3-17 114 15 FLOW INDICATION 4044A c M
TRANSMITTER 4247 4247A w 4247 (-) —— ———— 4233A 4285 w $M U
sHLD sHLO VI4 17
TS3-18 4040 4044A
4248 L-—— 4286 m M
TS3-19 COM4 1 g = to b TS3-F6 V
4249 �'o L——— — 4287 v)Z 1 t�
1/2A —TS3-GND v/w
-a U
a
4250 4250 SPARE v
I:6/O5 4288
TS3-21 115 20
4251
4251 SHLO V15 4289
TS3-22 18
4252 COMS 1g 4290
TS3-F7 TS3-23
4253 1 4291
—TS3-GND
4254 SPARE
4254 I:6/O6 4292
TS3-25 116 21
0 4255 4255 4293
TS3-26 SHLD VI6 23
4255A
4256 4294 } }
a TS3-F8 TS3-27 COM6 22 Q (�
y W
$ 4257 �'0 257 4295 U O Q
S1/2A =TS3-GND 0 a W O
w 4258 4258 6 07 SPARE 4296 W = O W
a TS3-29 117 26 2: rn _
LL H U
w 4259 4259 4297 d ca Z
3 TS3-30 SHLD V17 24 O O x J
m azssA ¢ CIS
O
o
0 4260 4298 O Z
TS3-31 COM7 25
2 42 1 d
c 4261 4299
—TS3-GND
h 4262 4300
4263 4301
U
9
4264 4302
a 4265 +24 -24 VDC
to 4266C to 4266-24 C 4303 to 4304+24 VDC to 4304
PROJECT: DA592013.00
4040 4044A 4040 4044A DC ENGINEERING
DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 20115
©Schnabel Engineenng 2016 All Rights Reserved

4040 4044A 4040 4044A
from 4303 MODICON from 4303 from 4341 from 4341
4304 +24 VDC BMXAM00410 -24 VDC 4342 +24 VDC -24 VDC
RACK 1
SLOT 8 INTAKE PUMP VFDS
4305
4-CH ANALOG OUTPUT 4343 MAGNETEK NOTE:PROGRAM VFD
PLC4306 MULTI_FUNCTION DIGITAL INPUTS 7
P-20.1-VFD AND 8 FOR EXTERNAL FAULT
4306 4344
SPARE P-20.1-DS
4344A
4306 0:8 00 4344 X2 — —��——— o
1 U/I 0 TS3-33 a
4307 4307 —4345— TAS4345
2 COMO sR�o 4345 S7 J m
4307A TS3-34 �—
4308 4346 X2 0
TS3-35
4309 SPARE 0:8 01 4309 4347 S8 0
7 U/I 1 TS3-36
4310
4310 4348 MAGNETEK
8 COM1 SHLD TS3-37 P-20.2-V
P-20.2-VFD �
4310A o
4311 4349 X2 — 4349 P-2Q2-D8 4349A N
TS3-38 �————
y rc a
4312 SPARE 0:8 02 4312 4350 57 D —4350— TAS�50
11 U/I 2 ESH-
-39
o rc
4313 4313 z
12 COM24351 X2 0
4313 -40
a
4314 4352 S8 0 o
TS3-41
SPARE 4315 m
4315 0:8 03 4353
17 U/I 3 TS3-42 a
4316
4316
r
4354
18 COM3 o rc
4316A SHLD TS3-43
4317 4355
TS3-44
4318 4356
4319 4357 mP `
d z � 0 �
4320 4358
O
4321 4359
4322 4360 W Z
4040
4323 4361 w " E
4044A 4040 4044A w $M U
Z �
4324 4362
to
a
4325 4363 Co
w t
—a U
� m
4326 4364 � v
4327 4365
4328 4366
4329 4367
4330 4368
3
4331 4369
Lf)
I 4332 4370 Z } V
K
o d = Z
0 4333 4371 U U Q
OU = LU O W
4334 4372 w = O V i 3: rn
4335 4373 d �: 0] Z
w
00
X O J
m W
0 4336 4374 C] O Z
a
a 4337 4375
h 4338 4376
00
ro 4339 4377
in
9
4340 4378 —�
4341 to 4342C to 4342C 4379
PROJECT: DA592013.00
4040 4044A DC ENGINEERING
DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 20116
©Schnabel Engineering 2016 All Rights Reserved

TOP OF GRATING EL 1,726.10'
TOP OF WALL
B EL.1,726.10
WSEL:1,724.90 <
27'-4" -
23'-4" _ WSEL:1,723.90 1'-3"TYP
(TYP)
rc
U
SEE10 C 1 FOR #7@8"O.C.E.F.
1'-3" COORDINATE SEE10 C 1 FOR (TYP) °
(TYp) COORDINATE #6@8"O.C.
(TYP)
Q #6@8"O.C. #7@8"O.C.E.F.
(TYP) (TYP)
#6@8"O.C.
#6@8"O.C. (TYP) rc
(TYP)
NOTE 3 \\
22'-0"
20'-4" #7@8"O.C.E.F. V a z
� o
\ #7@8"O.C.E.F. (TYP)
v (TYP)
o w
\ z a
o o
/� \\ NOTE 1
0
\\ EL.1,709.60
\ 7_p #8@8"O.C.E.F. w°
CONSTRUCTION JOINT \ #8@8"O.C. (TYP) Q
\SEE S212/GS-5 \V � � (TYP)
284" 22'-0" .�
\ 4'-0" CONSTRUCTION �yy
O \ JOINT(TYP) SLAB EL 1,705.60' y° 02
/ #8@8 O.C.E.F. 2'-0" e w d
\V (TYP) (TYP.)
\\ 11-6 Q aLD
rs�3a oe' LS
NOTE \\\ SECTION A z
O O SCALE: 3/8"=1'-0" _
c
� w0
w n U
2"FRP GRATING Z m
a fV
i � U
e to
4 4
n
#6@8"O.C.
(TYp)
#6@8"D.C.
ICI #6@8"O.C. (TYP)
FOUNDATION PLAN (TYP)
o SCALE:%8'=1'-0"
#6@8"O.C.
(TYP) O
H V)
U NOTES: #7@8"O.C.E.F. 4 > } Z z
1. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF PIPE PENETRATIONS. (TYP) Z Q O J W O
w Q
2. SEE S216/GS-6 FOR REINFORCEMENT DETAILS AROUND PENETRATIONS. #7@8"O.C.E.F. OU O O W
(TYP)
° 3. SLOPE CONCRETE FLOOR TO DRAINS AT Y"PER 1'-0". U W U Z
rc = d W O SOO- Q Q
Q� Z
EL.1,709.60 0 0 LC-)0 Q J
O m a.
6"WATERSTOP
a SEE S200/GS-5 NOTE 1
#7@8 O.C.E.F.
(TYP)
a
°
PROJECT: DA592013.00
SECTION B DATE: 12/23/2020
12
SCALE: 3/8"=1'-O" SHEET
30S1
0 Sch-bd Engineering 2016 All Rights R...,.d

PL 4x3Y2xY2'EMBED
TOG EL.1,726.10 20'-10" 0_1� �4, FLUSH WITH WALL
(TYP ALL MEMBERS)NOTE 3 4'-4" (T-6" SEE 30 M 4 FOR 1 1/4 TMP
DISTRIBUTION BOX DETAILS 0'-3"II
3'-0" _ 8'-0" _ 3'-0"
0'-11 0'-0y2'GAP TYP PL 6yx2x1/i'
�4 W8
PLAN
7� %"DIA BOLT W/ 0-_03/4"
4 — —— SLOTTED HOLE o
a
p
2'_10^ *IN
�,P 0-23 w
2"FRP GRATING /4 °
01 —— — — — —— 3'-6" %a"NELSON STU
EMBEDDED 6"M
NOTE 5 /2' %a"NELSON STUDS 0-11
/2 2L5x3x%'
EMBEDDED 6"MIN.
4 >
T-3" 2L5x3xYa 0'-3"
(TYP) OI
d SECTIONPL 8xH W SCALE: 1 1/2"=1'-0"
------- FLUSH WITH W " i
------- -------------------- w
m°
�z
XFORBKAERA
G m
R. I o
Lot. I 0.1 SECTION A m w
--- I SCALE: 1 1/2"=V-0" w 66.
y
II o
I
22'_0^ I III
I
3'-0�� W8x24 III 1/4 TYP spy
(TYP) I III COPE p'-p3%"DIABOLTS(TYP) /4" �d6I -�2z NII a I 4,-0�, �yd Ch
W80p, „ 1OT-5�4" II I 0 2L5x X1Ya 0'2"
PL 4x1Y/W/2"
-------------- COPE W/Yi'DIA BOLTS 2L5x3xYa Z
———————————————— — — 1/2^ PL 5x3Yxy" 1 W m
0-1 0'-1/4� c
SECTION C 1/4 TMP w mM
0" SCALE: 1 1/2"=V-0" _ Z M
SECTION p ��-
V� �a)
2L5x3xYa z N o
om
(TYP) SCALE: 3"=1'-0" w =�
PL 4x3YxY" _ a�
W/%"DIA BOLTS(TYP)
COPE 0'-0�2" TOC EL 1,726.10' 2"FRP GRATING a
I I (NOTE 3)
O 4 4
U)
UP 2LSx3xYa z J
1/4 TYP O
Lu
y w a J w
w T-6" O O
(TMP) SECTION E W " O D ~ Q
° SEE 30 S 3 FOR o H
STAIR DETAILS SCALE: 3"=1'-o" SECTION F F u w U zp z
SCALE: 3"=V-0" = a z Q
Lu
GRATING SUPPORT PLAN N LL a o ix
CD
y SCALE:)Z"=V-0" — O Q z
3 NOTES: O
in
X Q
0 1. ALL MEMBERS AND ANCHORS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. O
rc 2. ALL WASHERS AND NUTS SHALL BE INSTALLED WITH ANTISEIZE.
3
°a
0 3. GRATING SHALL BE FIBERGRATE PULTRUDED SAFE T SPAN T5020 AND SECTIONS SHALL NOT WEIGH MORE THAN 60 LBS.GRATING SHALL BE ABLE TO
a 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 PROJECT: DA592013.00
SAFETY HAZARDS.
DATE: 12/23/2020
6. ANY ADDITIONAL SUPPORTS NEEDED SHALL BE PER MANUFACTURER DETAILS. SHEET
30S2
0 Sch-bd Engineering 2016 All Rights R.—.d

21'-4"
A B 17 @ 11"=15'-7"
GRATING GUARD RAIL _ _ COPE C12 HSS 8x4x%s'
SUPPORTS SEE NOTE 2 L4x4x/4 14 @ 11"=12'-10" 5'-3"
NOT SHOW
TOC EL.1709.85
C12 0 o
rn 1.A
V-2' �� n
NOTE1 116
@)
I I 6-11" GS-4 C12L-w
�n
1 e
ITT-2-- C12
------
SECTION A SECTION C
SCALE: 1/4"=1'-0" V N
SCALE: 1/4"=1'-0"
a
w d
z
w
c12x20.7 p
w
17 @ 11"=15'-7" 5'-9" i
5'-3" 14 @ 11"=12'-10" 3'-0"
a
a 130 C12 N
Q WALL MOUNT HANDRAIL Q w
130
SEE GS-51137 15'-7" GS-4 a
GS-4
z.
116 ¢
21'-4"
GS-4 a
� n
[Ell
C12
I I e
TOG EL.1726.10 I TYP I SECTION B SECTION D
1 SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" Z
o
C12x20.7� COPE C12
HSS 8x4 a" 1'-0" 1� `r w M u
e — TYP O'-2y2 0-1111 O'-072" Z m
- - 5'-9" 1"GRATING 1/4 — _M d
a v 0'-4" 0 N6.0
a)N UP_ w 3'-3" �7'-2"� C12 y Z at
w
x x - �L211/4" PL 1Y4"xYa" W
. — 3
��III III N O.C.E.W. P 1/4 y L2x2xY a
14'-8" V-3" 6 1'-0" #4@12"O.C.
HSS 8z4
C12 �
21-1 DETAIL 1 ;;4 TYP
N
STAIR AND RAILING PLAN SCALE: 1/2"=1'-10"
SCALE:3/8 V-0" It
DETAIL 2
3
PL 10x8xY2'W/5/e"DIA.
EMBEDDED ANCHORS J
3 SIDES(TYP) —
C12 1/4 0'-2" C12 > }
HSS 8x4 (TYP) L4xax1/s"x0'-6" NOTES: O Z p W LLI
y 0�-0�2" 0'-11" 0 2/2' ————— w a w Q
i (TYP) HANDRAIL POST 1. STAIR TREADS SHALL BE 1"GALVANIZED SERRATED STEEL � O Q
3 ----- — 0-4" — — GRATING. K OU O Z
4 2. CONSTRUCTION OF STAIRS AND GUARDRAIL SHALL CONFORM TO = W ~ Z Q
'g L4x4xYa 1"GRATING L2x2 TYP THE STANDARD DETAILS(SEE GS-4)UNLESS NOTED OTHERWISE Q LL 0 z
--- ---- -----
�_ 0'-1. PLAN 1/4 HERE. = a- w ~ J
TYP 1/4 U) z: d U) 0 d
1"GRATING PLAN FACE OF OU Q Q�
3#5 CONC WALL m Q
o — ---- -- HSS 8x4x3/8' x
o L2x2xY4" O
TYP
w G
DETAIL
a 6 d C12
—
a SCALE: 1 1/2"
L2x2xY4x0'-4%a'• 3#5 -
DETAIL 3 SECTION SECTION
SCALE: 1"=V-0"
DETAIL r4 DETAIL 5 PROJECT: DA592013.00
SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=V-0" DATE: 12/23/2020
SHEET
12
30S3
Schnabel Engineering 2016 All Rights R...,.d

TO RWY 5 TO RWY 3 TO RWY 1
V-10.21 TO RWY 6 TO RWY 4
TO RACEWAY TO RWY 2
TO DRAIN SPRAY BARS I TO CROSS
TYP OF 7 AT COUPLING r / CROWDING
(NOTE 1) r' r'
-a -� r� r� /1�
/Y r r r -d r =� r' r' - CHANNEL
V-30.1110
TO SORTING/ ' �' '` � y_a V-10.20 d
SPAWNING ` `�\\ �I I' I 6"SCH 40 PVC r I r r r r
1 CONDUIT PIPE
T C i r i i r i i , i i /
i_ FROM FORMALIN �-. r r r r r C r r r r r r i i r V-10.25
30 M 3 : `. F- �- i r r r r r r i
l � ROOM r r O M 3
8"GW 1 `\ ```\�� 1�� \,>` 6"D 1 11 r i' V-10.26
2 OVERFLOW \`� `� � 1'-6„ Yti
BOX ATTACHED DISTRIBUTION BOXES `1'_6„ (TYP OF 7)i
30 M 5 TO WALL SEE 30 M
V-30.4 V-30.5 \\\\\\�Y�w
3'-4" � \;��`. i i i r i i I i i I i i l i i i i
V30.2 V-30.8 III r r r r r r r r 1 r r r r r
TO SORTING/ I l r r r r r r r r r r r i r' TYP OF 7 a iO
F SPAWNING Q I l r r r r r r r r r r r i i r V a w
246 I l r
SLEEVE COUPLING 8"
V_8" 2'-0" GC-4 (TYP)
8.
6"GW 1 12"OF 1 . 4,-8„ i i 1'-10�4" P_5�4, a
1'-8" 8"SW 1 V (TYP) 5'-6"
12"OF 1 V-30.1 12"SW 1 w
T
444)
1 10 �� \ �. 2'-012' 3'-113�4" 5'-OY8"
U BOLT
�31 M .Y (TYP OF 2) _� C6x13 T 30 M
C12x20.7 �-v-9" 2'-'
V V-10.10 VALVES CENTERED
-30.9
WITHIN VAULT(TYP) Y"------T------� 6�18
V-30.10 I O O I O O f � 1'-6" y_g "
I OO N
50 I 2
_ I FROM WELLS_ _
6x13 O O O O � - -- -- 4-
L2_s --- ----- -- ----�O O II I II (TYP OF 2) -- - p
e
3'-0" I 3'-0" -- i�3a LS
0 0 1 12"SW 4
�--� ------ ------J 1'-53�4"
-- ----
�O OBI �-- �-- �I 3 O TYP OF4
(TYP OF 2) �O-O� n O O O O II Z
------- - ------ ----- -- -----
- - - - - - -
------------------------------ J- - ----- ------- - ----- -'`--- ----- - ----- I I I I o
- - - r - -___ - - - - I i i i i ^c n
�- ---------------�------------ II T I_2'-0" 3'6" I I I I
6"GW 1 I O O I O O o' TYP OF 12 i i i i 6"D 1 •V w 8 E
m_°n U
TYP OF 2 i i l i V-30.12 z °'c
�_=__==JL---__-J ( 8"GW 1 V-10.9 SEE NOTE I I I I
U BOLT TO INCUBATION I I m
(TYP OF 4) 5 13'-0" 3'-113�4'�3'-0" i2'-0�8'
�. C6x13 i i i i 0-7" V-6" _r ` V z N 8
gam^ 6'x5'PRECAST 26� I I I I _ .......
o m
r
GS-9 VALVE VAULT GC-4w
II
12"$W 1 I I I 1 I 7_0
OF4 2'-O" 4'-O�� B i i i i ----i i i ------------------------
TYP. ____ - -
4'-6" I I I I I - �
1,_1" d T TO
- - �31 M Q ----J--}-+-- 4,_0„ " DRAIN
B)II -
3 M 1 ---� r---
4 24"OF 1
6"GW 1 24"OF 1 12"SW 1 i i i i
0 1 OVERFLOW BOX
TYP OF 4 I I I 1 I I I
3'-0" ATTACHED TO I I 1 I IrI I I
30 M S WALL 12"SW 13 1 6/8" Z
o Z
UI I I I 1 1 I I I I ~ O
N V 10.19 I 1 1 I I I SEE NOTE 4 Q Z Z
w PLAN @ EL. 1,734.00 I I I Z Q o z
3'-6"
i SCALE:3/8"=1' VALVES CENTERED
0w-0 WITHIN VAULT(TYP) 260 xPRECAST 0=
W V' ' > 0 J
GC-4 ALV Q
w U O Q
_J
c V-10.18 w
I I I I I I Q Q V j
i TO FUTURE TO FUTURE V-10.1 I I i i i I I V-10.4 1: a-
wa z
EXPANSION EXPANSION i i i i i i i i 1n 2 d Q O
V-10.2 I I I I I I I I V-10.3 j < 0 1
NOTES: i I I i i I - V
0 O W
1. ALL WALL PENETRATIONS AND PIPING WITHIN HEAD TOWER SHALL BE MATERIAL TYPE 1,STEEL.TRANSITION TO MATERIAL TYPESin
o SHOWN ON YARD PIPING AT THE SLEEVE COUPLING(S)REQUIRED OF ALL PIPING PER STANDARD DETAIL 246/GC-4 EVEN IF NOT I I I I I I O
EXPLICITLY SHOWN HERE. NOTE 1 kz 1 kz -J Oz -� Oz -/
w 2. ENCASE ALL PIPING BELOW TOWER SLAB IN ACCORDANCE WITH THE GENERAL CIVIL NOTES. (TYP)
°a
0 3. EXTEND ALL 2"AWWA NUT VALVE ACTUATORS TO 2"BELOW THE TOP OF AERATION TOWER GRATING.INCLUDE A 6"SQ.HINGED
a PORTAL FOR ACCESS TO THE ACTUATOR.HINGED PORTAL SHALL NOT PROTRUDE ABOVE WALKWAY AND CAUSE ANY SAFETY FROM RIVER INTAKE
HAZARDS.USE TRUMBULL MODEL 367-4960 OR 367-4970 STEM EXTENSION AT MINIMUM 1 PER VALVE AND A MAXIMUM 6'SPACING. (TYP OF 4)
4. INCLUDE FOUR%2"DIA GATE VALVES(MCM#4741 K23)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. N
a 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. PLANEL. 1,705.60 PROJECT: DA592013.00
SCALE:3/8"=V-0" DATE: 12/23/2020
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 1 1. SHEET
a 30M1
0 Schn bd Engineering 2016 All Rights R...I.d

0
rc
GROUND WATER 2 �
BULK AERATOR 30 M 3 1 SURFACE WATER
AER-20.2 AER-20.1 30 M 3 BULK AERATOR
VICTAULIC COUPLING
IIIII II II I II II
T�i
IIIII II II I II II >
II II
a
IN
z
DISTRIBUTION B BOXES O o!
„ SEE 30M4
TOW EL.1,726.10
SEE NOTE 3 ON O 6 3/4 F 30 � 2,9�2" I d I � ° z
2 30 M 1 P (TYP OF 1i ROUTE TO
GROUND WATER � ) ;°, m> w
EA.DISTRIBUTION BOX) o� o�� i
OVERFLOW BOX 30 M 5 2 z
EL 1,725.00 d P_01, — d
WSE 1,724.90'
EL 1,724.00
WSE 1,7-3.90' I WSE 1,724,90' WSE 1,723.90' a
' 1 - M�5
SURFACE WATER8" . I 3-1Y4 30 OVERFLOW BOX
MIN. SEAL OPENINGS I I I o
i L 7'-4Y2 L
4
I 9,_1/2,
t>P1'
VICTAULIC COUPLING V-30.1 VICTAULIC COUPLING VICTAULIC °jd6
I I I I I 4'-10�2" C6x13 COUPLING
6"GW 1 I I I 500 I I � n —
BRACE AS I I I �S_9 C12x20.7
REQUIRED I I I I I C6x13
(TYP)
I I
j I I �Z
V-30.10 ANTI-VORTEX "'
106 SPACE AT 5'-0" &30M
cPLATE TYP OF ALLGM-4 MAXIMUM,TYP. oANTI-VORTEX PLATE 3 VERTICAL PIPE _ -
TYP OF ALL VERTICAL V-30.9 TERMINATIONS M q
PIPE TERMINATIONS 30 M 5 TO SORTING TO z ^r-
/SPAWNING 01iTO SORTING/ INCUBATION 106 V °'N
75
d SPAWNING a GM-4 z d o m
EL.1,709.60 6 GW 1 EL.1,709.60 w c
tc
TO FUTURE a
EXPANSION
I
8.1
5'-0" I 8"GW 1 I I �
IE 1,706.60
4-0 IE.1,705.93 TO FUTURE _ _ _
3'_0„ GMT EXPANSION
_ _ �_ _ _ --
8"MIN. 1'-0" - - — TO INCUBATION
F_,4
a �Ir
IE 1,702.25
W
8"GW 1
FROM INTAKE z
IE 1,705.93 1 1 1 1 TYP OF 4
� - - - - •T• I I I I •I• •I• IE 1,705.93 ( )��
OVERFLOW 6"SCH 4LD
0 - - - IE 1,703.70 FROM WELLS
CONDUIT PIPE 111 T T 6"D 1 Z Z
W TO DRAIN 2 5� 'I� 12"SW 1 Z Q p z
wm 12"OF 1 8" 6"GW 1 TYP OF 4 w a- W
IE 1,702.00 1'-10Y4" TYP OF 6 IE.1,702.00 IE 1,702.00 }� p Q z
i Sw 4 (TYP) _ _ _ _ _ _ _ OVERFLOW w O
° TO RWY SPRAY BARS TO DRAIN = W
IE.1,702.00
IE 1,700.84 SECTION B F w Q U
rc SCALE: 3/8"=V-0" Q a- w
w 30 M 1 = D. w J W
i 24'OF 1 S O Q �
SECTION A IE.1,693.50 U) Q a.
d
0- U
SCALE: 3/8"=V-0" 30 M 1 � 0 p Q
0in
X =
0
p U
w
w g
3
°a
0
a
°
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a 30M2
®Sch-bd Engineering 2016 All Rights R...,.d

0
0'-2" 8'-0" 0'-2" "DADDI LONG LEGS"BIRD
12"GROOVE FOR �1_0 DETERRENT OR EQUAL o
(TYP EACH CHAMBER)
VICTAULIC FITTING
0'-2"
(TYP) Ir THREADED SS VENTILATION
CHIMNEY WITH THREADED TOP AND
VICTUALIC COUPLING 7/8"DIA HOLE FOR 3/4"SS BOLT II CAP(4 PER CHAMBER)
(TYP) WITH SS HEAVY WASHER AND II ® ® ® II V
21 w
SS LOCK NUT,TYP. II II 1/2"SS TOP PLATE rc
® e (D e II Ig000° 1/2"SS DISTRIBUTOR PLATE. m o
",• __ —ems __ �go° MANUFACTURER TO DESIGN FOR
5ovoege^ INTERNAL FLOW I�___———�——————_ g_p^ T-0%2' II 5.0 CFS FLOW EA.CHAMBER a
CHAMBER(TYP OF 4)
4'-7" a °z
® ®
5'71/2" e I, e II FILL COLUMN WITH 1.5"JAEGER ° w
SEE NOTE 3 ON I II TRI-PACK MEDIA TO DEPTH SHOWN.
30 M 1(TYP) 3'-6" "' II II • ;=oil MEDIA TO BE CONTAINED IN A MESH BAG w
m>
EL 1,725.10 a e3 TOW EL.1,726.10 o
_ GASKETED YZ'PL MOUNTING TABS o
�-4'-W 4'-0" Y2"SS MEDIA SUPPORT PLATE. o
4 1 �0'-2" PERFORATED WITH ONE INCH HOLES, a
Q 4'-6" SURFACE WATER 40%OPEN,EQUAL DISTANT SPACING
ELEVATION a
1 3 1 wo
DISTRIBUTION BOXES WSE 1,723.90' 30 M 5 OVERFLOW BOX 2'-0/8" �3'-11/4'� 2'-0/8" WELD TO COLUMN BODY.
PLAN DETAIL 1
NOTE:
4 SCALE: 3/8"=V-0" 30 M 2
1. PACK COLUMN SHALL OPERATE IN FOUR EQUAL STAGES BASED ON
30 M 5 VICTUALIC COUPLING SURFACE WATER FLOWS FROM THE RIVER INTAKE.
N QU yU—. N
_ r
CI �3N
C6x13 U BOLT U BOLT
106 SPACE AT 5'-0" Z
GM-4 MAXIMUM,TYP.
� w E
w U n
ISOLATION SLEEVE "DADDI LONG LEGS"BIRD Z
COUPLING DETERRENT OR EQUAL
TO SORTING/ (TYP EACH CHAMBER) (D �?R a)SPAWNING 4"THREADED SS VENTILATION V Z }o m
106 CHIMNEY WITH THREADED TOP AND `a c
CAP(4 PER CHAMBER) w
GM-4 EL.1,709.60 7/8"DIA HOLE FOR 3/4"SS BOLT o
WITH SS HEAVY WASHER AND
IE?f1,706'60 p 2 —V_8== p�_2�� 0'_2^
SS LOCK NUT,TYP. 1'-0" 1/2"SS TOP PLATE
0'-9/8" �I 6"GROOVE 1 —MANUFACTURER DESIGN FOR
TO FUTURE 1 1 1'p/2"
O DISTRIBUTOR
6,�GW
TO INCUBATION i �` — FOR
110, 2.0 CFS FLOW EA.CHAMBER
_ VICTAULIC °
EXPANSION -I o 1'-6"
FITTING(TYP) l000°oo
o II II IOo°o °
o i i Er
4 I I I I i 1'_53/4^ IL- —JI 3'-W I°O° W
II Z
U_
J o 1'-6" FILL COLUMN WITH 1"JAEGER J
TRI-PACK MEDIA.MEDIA TO BE
_ _ _ _ FROM O'_91/8^ III II CONTAINED IN A MESH BAG O Z z Q
f TO INTAKE I_L —=J� 4'-7" w a U O
i RACEWAYS W
12"SW 1 12"SW 1 PLAN 0'-2^ 0 Q 0
o V-30.12 IE.1,n'— 12 SW 1 IE.1,702.00(TYP OF 4) V-30.23 INTERNAL FLOW = X 0 � co
CHAMBER(TYP OF 2) U W w W
w —.1z
_ SECTION c DETAIL 2 o�oa GASKETED Y"PL MOUNTING TABS LL Q O U O
= 0" SCALE: 3/4"=V-0"
SCALE: 3/8" 1'-
U W
30M2 0 o Z
3 30 M 1 2a"oF 1 L m Q
U7
o IE.1,693.50 NOTE: 0'-4�2"� ELEVATION 1/2"SS MEDIA SUPPORT PLATE. XO U
1. PACK COLUMN SHALL OPERATE IN TWO EQUAL STAGES BASED ON PERFORATED WITH ONE INCH HOLES, W
g GROUND WATER FLOWS FROM THE TWO PRODUCTION WELLS. 40%OPEN,EQUAL DISTANT SPACING
3 WELD TO COLUMN BODY.
°a
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
30M3
O Sch-bd Engineering 2016 All Rights R...,.d

—T-- 0-2"
J2,/ 0'-2"A %"DIA BOLTS 0'-3"
EMBEDDED 6"MIN.(TYP)
13'-0" PLAN PLAN o1'-103 1'-10�4" TOC EL.1,726.10'O'-10Y/" /8 (NP) CREST EL 1,723.30' (Tye0'-11�4"
0
0'-10316
1 95�8" I I I I I 1'-95/8" C10x30
OPENING p�_2y2, PL 10x4xy"
1/4 5/a"DIA BOLT 1 01-1y2 %"DIA BOLT W/
L
4'-0" o,7�4;, 1'-8"�I EMBEDDED 6" p�_11//" SLOTTED HOLE PL 7x6xY2"
(N7
P) I I I I I MIN. 0_3^ 0'-1" 0 1 �0 1Y/" w
1/4
rc
1/4 TYP p,_1"
olololololol � p,�" � n
�3"
a
J L PL 7x51/z' z'W/1"DIA BOLTS
I Q W/SLOTTED HOLES a z
PL 33/4x3xY2"
TYP 1/4 0
I I I II I 3 oN o
I I I N
DETAIL DETAIL 2 0
EL.1,717.10' F SCALE: 1 1/2"=V-0" a
SCALE: 1 1/2"=1'-0" _
1-6" J L
DIA BOLT
12"DIA SCE 1/4 TYP TYP 1/4 " EMBEDDED 6"MIN.
40SSPIPE C10x30 SECTION A 3 Y4 RIVET@1'-0" 1
1. 0'-0�4" /4 RIVET @ 1'-0"
SCALE: 1/2"=1'-0" _ 0-1 0'1l/" 14
1
O O 0 0 --- O O N U
DISTRIBUTION BOX ELEVATION VIEW I %"DIA BOLT°
EMBEDDED 6"MIN.
SCALE:Y2"=1'-0" PL L4 (TYP F42) 0,_2" CENTERED p,_4�„
TYP 1/4 UNDER EACH BOX / (TYP)
D n,P �c9
1/4 z
1 1'-10Y4' C10 C10
o'-114 1 w a E
(TYP) a SECTION D DETAIL r3 = Z0.
SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0"
V�
z �
C 1'_" r -- — --T T--------—————0 0 r--- ----� w 5g c
000 �a-c
2'-0" III w
L=== ______________ L——— ____J
Q 6"DIA SCH 40 SS
PIPE WITH
GROOVED END
SECTION g C1ox3o
'-0" _ 1/4 TYP 1.5"x7"SLOT
SCALE: 1/2"=1
FOR HANDLE 1"G10 PLASTIC(NOTE 3)
a 2 Y4"x2"SS PL Lu
L4X4X/"(TYP) 1,-9�2, a W C7
_ /e'MACHINE ALONG SIDES ZO J
0'-2' SCREW
7 Z
LL
�-p3 O Z O16 wwO°-p/4 ° � "
0'-00-3 TYP P: X
G_
o " . " . " " rR,— 1 10�8' ° ° SIDE p,p3/6, _ Q w m
° ° DOVETAIL SLOT FOR a O K Q 0
4'-06�8" 5'-1034' ° ° %"X-PROFILE O-RING = p Lou
~
MCM#1034T3 Ln Q a- U m
N SECTION c DETAIL a o " Q
o SCALE: 3/4"=1'-0" SCALE: 6"=V-0" X =
0 O C.)
-- LLl
w
a BOTTOM
NOTES:
i 1. ALL STEEL SHALL BE 316 STAINLESS STEEL.
a
0
DISTRIBUTION BOX PLATE 2. ALL PLATES SHALL BE Y4"THICK UNO.
SCALE:1 Y2"=V-0" 3. PROVIDE TWO PLATES PER OPENING.COORDINATE
a WITH ENGINEER FOR ADDITIONAL HOLE LOCATIONS.
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
30M4
O S°h-bd Engineering 2016 All Rights R°serv°tl

0
10'-5"
rc
5'-5"
m
0'-21/2" 5'-0" 5,-0" 0,-2Y2"
304 SS PLATE 0'-2y2 —2'-6" 0'-2y2'
3/4"DIA SS ADHESIVE
ANCHORS,6"EMBED, %"304 SS PLATE
DIA SS ADHESIVE TYPICAL
ANCHORS,6" 1 / j \ 1 V-4" w
EMBED,TYPICAL I / j \ I I j I 0'-10" �
I TYP 3/16 1'-4"
3"DIA x 2'-0" f 2'-6�2' --+--
TYP 1 LONG SS VENT \ ) 1 =z a m
3/16 ( ) \ / 1 TYP 1/4
TYP OF 2
\ j / HSS 2"xZX1/4"SS 1 1/4 --------------- L31"SS
/"304 SS PLATE
/----------rYP 3 GROUND WATER OVERFLOW BOX PLAN lv\ w
L3"x3"x3/"SS SURFACE WATER OVERFLOW BOX PLAN m> w
3/16 TYP 0'-1�4"� (4)EQUAL SPACES �0'-1�4" o o
(8)EQUAL SPACES 1/4 2-6 y(4)1"DIA DEEP HOLES, Typ
0'-2y4" TYPICAL EACH FACE 1/4 2-6
0'-1YA4" f0'-1�4" 1/4 2-6 L u
0-2�4 1'_0" TYP
$ $ wo a
+
a 2'-9°
2-0
" , d
(3)EQUAL SPACES 1 (10)1 DIA DEEP HOLES 1 2-9" 3'-0"
1 TYPICAL EA.FACE 2'-0" o
1 -- 38"304 SS PLATE 1 v L- --J w
I o
————
a
0 12"SCH 40 SS PIPE je'DIA
WITH GROOVED END THRU TYP.
TYP 3/16 2-6 1'-0" DIA
am
3/16 2-6 1'-1113�6" I I� 1,_1113�6' THRU TYP. �
Q� z
24"SCH 40 SS PIPE /2X' "x3"x%8'SS GROUND WATER OVERFLOW BOX ELEVATION c
WITH GROOVED ENDS
w E
SURFACE WATER OVERFLOW BOX ELEVATION DETAIL 2 = Z
SCALE: 1/2"=1'-0" 30 M 1 = =
DETAIL t�Z dom
SCALE: 1/2"=V-0" 30 M 1 a t
c U
e to
3
1/4"ALUM PLATE,
5052-H32 ALLOY VALVE STEM EXTENSION
(SEE NOTE 3 ON 30 M 1)
PIPE
WALL OF DISTRIBUTION V-30.2 THRU 30.8
BOX,Y4"SS PL 6"GW 1
N TYP LL
U-BOLT `
HSS 6x4x3/yc1'-0"AT 5'MAXIMUM SPACING O G�
PLAN
�¢ 3/16 TYP
O Z Z z
w 3/16 z Q O
2 PIPE OD+1"� 1/4"ALUM PLATE, w
z 5052-1-132 ALLOY C12x20.7 } O ~
0 6" 0.-6„J w_ 1, 0 Q
W W <
Q F w
I-� PIPE ID-112" LLJ
1: O d Q
ELEVATION 1'_8" LL a g
N o g U Q
DETAIL 3 in
X =
SCALE: 3/4"=1'-0" 30 M 2 O LLl
w 3 DETAIL 4
o SCALE: 3/4"=V-0" 30 M 3
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
30M5
®Sch-bd Engineering 2016 All Rights R...,.d

a
Est-i
2 0
d
U
I551-I O
SPACE FOR FUTURE_
NEMA 3R/30/15 S ARE ONDUIT
DISCONNECT
RE: 10E
C
#10:LSS1-1
Esst-iF17 1#10:GND
r` `T
O O 1 0 O
O O i O O I O O i a
w M
t-2000
O O I O O w
O O I O O � �m z
0
lssi-
0
a
�m
P2
P.
FIT—10.1 ssi-i 9�
g= 7
Essi-t y
3y
z
N AERATION TOWER POWER w v E
® O AND LIGHTING PLANlo
Z loM U
rn pt
SCALE: 1/4"=V-0"
z
Hw Nt�
a L
V
� fn
3
3
o Z >
a = O J =
0O (7 U C7
OU = w J Z
W = O C) Q
J
a LL m LLI Q
3 00
x J
m x m O LLI LLU
o O_ x0
O
a d
U
O
K
U
C
i
Q
PROJECT: DA592013.00
DC ENGINEERING DATE: 1223/20
Careful listening.Dynamic solutions.
wwwdrengieeerieg.eet SHEET
Phone:[phone] Project:20DAC01 30E1
©Schnabel Engineering 2016 All Rights Reservetl

ALARM IAL ALARM
IAL LEVEL LEVEL
LOW LOW
ALARM ALARM
LEVEL LAH LEVEL
HIGH HIGH
4L�ALARM TRACE U'L LFAIL O ELARM U`H LEEVVEL NEVEL LI LEVEL M NUM U`H HIGH HE�VEL LIGH O EL YA TRACE
m
i
rc
FAIL
xQ M
DI DI DI L LEVEL L LEVEL SL PEVEL S DLEVEL YA ADLARM o w
YA ALARM ILLEVEL S LEVEL _ _ _ _ _
FAIL LOW HIGH I \/ I HIGH LOW FAIL w
L-�_J SO L�,H SO-RIO L�J SB-RIO Ly_J SB-RIO T SB-RIO L�/J SB-RIO L�LJ SO-RIO L�/J SB-RIO 0
o
w
a
I I I I I I I I w
z�
o
3 I I I LIT zavoc LIT zavoc I I I
LOOP LOOP
LIT-30.1 LIT-30.2
I I I I I I b
I I I I I J I I
Q�z
OVERFLOW TO _
SNAKE RIVER c,
I 1 m
j A 4011 �^ w SM0
TO AREA 40 SNAKE RIVER i z o m cmSURFACE WATER DRAIN =M N
ttVw yea
v-1o.zo-v.1 o.zsB 4011 v I w a toLE 30.2 r(LLE-, UTILITY WATER TO AREA 40 RACEWAYS y
1 (GROUND WATER) 3
I I
II j II � E 6011
LE-30 /.1 L L L 30 2 v / TO AREA 60 CHILLER&
— AREA 60 INCUBATION
'r V-30.1 V-10.12
L AER-30.2
—————— V-30.B—
——— AE -30.1 V-10.10
I I I
� I L v-1o.13 � v-ms � C 5011
o LSL-0.1 J TO AREA SO SPAWNING Q
—ET ET ——————— TANKS(GROUND WATER)
HT-30.5-30.6 } od
a f(TYPICAL OF 2) Z d
2 V-10.19 d LU O Z
o L-------------------- ————————— V-10.18 2 U w
O >
AERATION TOWER OU Q LU
HT30.1-30.4 W'� '� 'r 'r W = O O
( PICAL aF a) � _n � H
Nv-1o.a a ILLm Z
3 V-10.1 V-10.3 2 m O Q
o V-10.2 D O Q
Q X
D 5011 — �
a A 2011 TO AREA 50 SPAWNING w
ry TANKS(SURFACE WATER) Q
FROM AREA 20 RIVER PUMPS 1&2
ry SURFACE WATER
D IVIL
O
a FROM AREA 10 WELL PUMPS 1&2
GROUNDWATER
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynemic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 3011
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. ALL DIGITAL 1/0 WIRE SHALL BE STRANDED THHN/THWN,MINIMUM SIZE#14.
ALL ANALOG WIRING SHALL BE#18TSP.UNLESS NOTED OTHERWISE.
2. ALL ABOVE GROUND CONDUIT SHALL BE 3/4"MINIMUM AND UNDERGROUND
CONDUIT SHALL BE 1"MINIMUM.UNLESS NOTED OTHERWISE
3. PROVIDE ACCURATE AS-BUILT DRAWINGS TO ENGINEER UPON PROJECT
COMPLETION.
0
4. ABSOLUTELY NO TOP PENETRATIONS SHALL BE ALLOWED IN PLC AND CONTROLS rc
ENCLOSURES. vi
5. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS,
INCONSISTENCIES WITH DESIGN OR INTENT,OR NEED FOR CLARIFICATIONS,IT IS
THE CONTRACTORS RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN
WRITING WITH THE ENGINEER.IF THE CONTRACTOR FAILS TO CLARIFY ANY
QUESTIONS OR INCONSISTENCIES,THEY ACCEPT RESPONSIBILITY TO CORRECT AT
THEIR COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE ENGINEER.
4 6. REFER TO SHEET GI 3 FOR INSTRUMENT SCHEDULE. >
rc
7. REFER TO CABLE SCHEDULE,SHEETS GI 6&GI 7 FOR CABLING
REQUIREMENTS.
8. REFERR TO SHEETS GI 8&9 FOR INSTALATION REQUIREMENTS
u � z
o rc
a
O O O O o 0
on
HT-30.5 V1
00 O O O O a
HT-30.6 00
00
00 O O LIT-30.2 0
O O
LIT-30.1 eO�Q,
e
d�rso b Q�
HT-30.1
LSL-30.2 HT-30.2 SL-301
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SCALE:1/4"-l'-O"
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering-net
3012
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 NI Rights Reserved

GENERAL NOTES
A. SEE STRUCTURAL DRAWINGS FOR BUILDING SECTIONS AND ADDITIONAL
1 2 3 4
INFORMATION.
B. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT
4'-3" 31'-3" 40'-0" 32'-6" _ ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE
-6° 9'I' '4'-0" 24'-6"" 8'-6" 5'-6" -�1 5-42" 6'-0" 7-0' i' BEGINNING OF CONSTRUCTION.
C. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL
(UNLESS INDICATED OTHERWISE). o
D. VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH FOUNDATION PLAN.
E. ALL DIMENSIONS ARE TO FACE CONCRETE UNLESS OTHERWISE NOTED.
F. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN
- - - - - - - - u - A ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING
_ - STANDARDS AND CONFORM TO ALL BUILDING CODES.
5
5 � RACEWAY o 5 KEYNOTES
s 412" -12" 5 1. PRE-ENGINEERED STEEL BUILDING COLUMN, TYPICAL. SEE STRUCTURAL.
2. FOR ELEVATIONS AND SLOPES OF WALLS AND RACEWAYS, SEE STRUCTURAL.
0
UPI UP WALKWAY u 3. 42" HIGH ACCESS GATE WITH SPRING HINGES. a N
4. METAL GRATING WALKWAYS, SEE STRUCTURAL. z N
0'-O" 5'-6" = 5. 42" HIGH REMOVABLE METAL GUARDRAIL, SEE STRUCTURAL. o �w a
6. METAL STAIR AND HANDRAIL, SEE STRUCTURAL. a
5 5 7. CAST-IN-PLACE CONCRETE STAIR, SEE STRUCTURAL.
5 5 6 RACEWAY 6 5 4'-0" m w
4 3m a
o° e
v w
o-- uP - - - - WALKWAY- - - - u - -
"oon o
I" D Cr a
mU � Qma
5'-6" 6 6 0 6'-0" o o �'h w
5 RACEWAY 5 RE
5 o G�g C Ab
0,5 WALKWAY waouP L) m
°n Ldw
oFoo O
mZ
5 6 RACEWAY =� 6 5 �^��
2 1d 1
a UP WALKWAY u .Q c
= � w =
4 5 4 = w m e
o z m m
ti = _M
5 5 2 RACEWAY 5 V
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a
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i uP e
a 6 s i i s I
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U
Q
}
0 D
i 1 5 1 1 1 I'
24'_C 40'-0" 7-42� 1-12 5'-6" 1'-6° 1 10'-6" zO
a 108'-6" F
3 1 2 3 s s a O >- Z J J
z U
w a o < z
w ° o C� d
U
N = W Lu
o Of J z
1 FLOOR PLAN = w _ ❑
O
Of
SCALE: 1/8" = 1'-0" 8,613 S.F.® 6'-0" x o a O O
u a: a U = LJ
ai L
" � � Q
a 3 —
m ❑
o Q
a
a
0
0
a PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
`2
40A1
0 Schaabel Engineering 2016 All Rights Reserved

KEYNOTES
QQ Q Q 1. DASHED LINE INDICATES LINE OF WALL BELOW.
I I I I
2. STANDING SEAM METAL ROOF ON.
I ,
3. PRE-FINISHED METAL RAIN GUTTER.
4. CONTINUOUS METAL RIDGE CAP.
J'-J' s'-s' zo'-o" zo'-o' 2'-6' -s' 5. PREFINISHED METAL DOWNSPOUT FROM GUTTER DOWN TO GRADE. a
? DRE INTO AITE WINGS DRAINAGE
ADRAIN E SYSYSTEM TEM.
SEE CIVIL
RAWINGS FOR
- - - - ---------------------------- -1` ----------------------- ----------------------- r- ------��- � ;—— T `--- A 6. PROVIDE AND INSTALL SNOW BRAKES ADJACENT TO EDGE OF
-- ------
N_ ----,�----------------------------- -- ------------------------- ------------------------- -- -----------------'----�
5 1 1� I �I I; I I I I � II, kJ 5 ROOF.
F--rlu;ll II I I ---
--F ^ ' ' ----, GENERAL NOTES
I'_ ------ =I --------- -t, ------ -- --------------- ----rt ----- ----? ___-' I A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING o T
1, I"------- «_�_�_���=3-------- -I-------------------------- --------------------------I- E_»_�=�--=---===_ `----,
_ ____ ______ _ _______ ____ __ _ _______ _ _ _ _____ _ r____'
f�------- t t- , CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE w
-----_ --- ---I' ___= DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF
II ,r____________________________ tl------------- ----I--_ _________________Ill____JIJll r wd N
I I I I 2 2 2 2 II 4 -r
- i CONSTRUCTION. _
B. COORDINATE ROOF PLAN WITH ROOF FRAMING PLAN AND WITH a w
nl'I I I II ,y III
FINAL ROOF SHOP DRAWINGS.
w
C. ALL GUTTERS AND DOWNSPOUTS ARE TO TIE TO SITE DRAINAGE w
11I IL____________________________ t --------------- ----------------____-- _ t_ _________________i___-� SYSTEM. PROVIDE 22 GA PREFINISHED SEAMLESS ALUMINUM z
lIIII ;_----- ---tu rT-- -------- t ---------------------- -- t- �?�?i-�------'----; I GUTTER. MAXIMUM LENGTH OF GUTTER TO DOWNSPOUT: 20'-0". �O gym•°
= �-------------------------- _ - - 1
_ _t `- --- --- --- - ----- --- --- -- FY_ _ __- _, _ `- _ r COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH ��� o I
__ i �J OWNER PRIOR TO CONSTRUCTION. PROVIDE HEAT TRACING AT9��w
-------- -- I I I 5 ALL GUTTERS AND DOWNSPOUTS, SEE ELECTRICAL. o a C
x�e�
TI
I D. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE 1
I'Il I I I IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS, o =gs
-======---c- =--==3__------ -t7------------------------- -------------------------rt=�`a�6"=�s---=--T----� I ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING
I11 1
------------------------- ------------------------- t- L ��---___+----'I� I 3 CODES. ��CT�l�n
----------
ul 6
I`--------------
0 Lu O
11 ul ;I 2:12 I �:12 5:12 1 I 12 11 I I LEGEND �Z
m~w
SLOPE SLOPE S60PE zo In Q F>ti
11I I; I I I FLOOR PLAN BELOW. `JCS
1'I --------------_--�I-�-Ifi-I-I-�I--I-I�--_-_-_-_-_-_--_-_-+I y J�----- ---- ---- ---- --------------------------------rt l
_ ------ +- -� -0 GUTTER LOC
ATION.
- -_ -- _ -_ ---- F
L
T II r 1 ----------
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1 1;11 iI I I I I z 5'c
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IL____________________________ t _ _______________________ ______________________ _ t_ _________________i____�� I `�• t
_t ______________________ ___________
IIIII IIIIIII „ II
IIIIIII II II IIIIIII II II 3
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°II 'Ii-----1---- J---------- - ------------------------- -----------------------==CI= `__._.___--
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b b b b
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woo
w a U Z
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SCALE: 1/8" = 1'-0" ® = O a U = 0-1w `� ao
" U Q J
a O
a m 0
O Q
0
0
a
a
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
40A2
9 Schnabel Engieeenng 2016 All Rights Res—d

KEYNOTES ® GENERAL NOTES
1. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY
3 MIN. TO ALL ELEVATIONS.
+22'-0" 2. PRE-FINISHED METAL FASCIA. B. ALL FINISH MATERIALS TO BE INSTALLED PER
TOP OF COLUMN 2 3. PRE-FINISHED STANDING SEAM METAL 12"W ROOFING. MANUFACTURER SPECIFICATIONS, 2015 IBC
4. PRE-FINISHED METAL GUTTER AND DOWNSPOUT. TIE REQUIREMENTS AND PER GENERALLY ACCEPTED
DOWNSPOUTS TO UNDERGROUND SITE DRAINAGE CONSTRUCTION PRACTICES.
SYSTEM. C. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS
+12-0" 4 5. PAINTED STEEL GUARDRAIL WITH OWNER PRIOR TO ORDERING AND INSTALLATION.
TOP OF COLUMN I I I I 2 6. PAINTED STEEL STRUCTURE, SEE STRUCTURAL D. SUB-CONTRACTORS TO PROVIDE 12" X 12" MIN. N
I I I 5 I 7. STAIRS WITH PAINTED STEEL HANDRAILS, SEE SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S
6
I I I STRUCTURAL REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION.
I I I I 8. CONCRETE FOUNDATION WAIL, SEE STRUCTURAL. E. ALL UTILITIES TO BE SCREENED OR BELOW GRADE.
I I I I e PATCH AND SACK FINISH. COORDINATE WITH MECHANICAL DRAWINGS AS
+0'-0° REQUIRED.
TOP OF CONCRETE1' I I I I F. SIDING STYLES TO WRAP AROUND ADJACENT CORNERS
-3'-6° WHERE NOT SHOWN (UNLESS NOTED OTHERWISE).
FINISH GRADE G. PROVIDE MOUNTING BLOCKS FOR FIXTURES AND
1 EAST ELEVATION OUTLETSMOUNTED IN METAL SIDING. REQUEST
CUSTOMSTOM COLOR FROM GENERAL CONTRACTOR.
SCALE: 3 32 = 1 -0 C
N
�O
^" z
p K
yU �
12
5 .10
3 oe
vuc o
Adult HoldingFacilityExterior Finish Schedule ""
+22—D" _ Exterior Feature Material Anticipated Manufacturer Color =o
- - - - - - ---- -- 'w
TDP DF GOLDMN Pre fl n is Metal Standing Seam AEP SPAN Select Seam Narrow �+�'o-
w
2 10 Roof Metal-_12 wide _ _ Batten Submit color options for selection by owner �w p�¢
__ __. -___ ____ ____ - wa
3 2 Roof Gutters&Downspouts Pre-Finished Sheet Metal Custom Match roof color 0
0.
4 Roof Fascia Pre-Finished Sheet Metal Custom Match roof color
+12 0"
TDP DF COLUMN Pre-Engineered Metal Building
1 6 r Exposed Columns and Beams Painted Steel Manufacturer Submit color options for selection by owner rG TT N
5 I Metal Railings Powder Coated Steel Submit color options for selection by owner �R ,CT* j^/n
I I Note:All colors to be reviewed and approved by Owner. �"�
+0'-0" / I 8 w —n
roQap°
TOP OF CONCR o W TOw w
or�a
oci
—3'-6" � ���P
FINISH GRADE
2 SOUTH ELEVATION
zo SCALE: 3/32" = 1'-0" Z
c
w /1! w _ E
O ,V w m t�j
3 uZ �m
LL +22'-0"
TOP OF COLLMN
0 N
o 3
5 IIII
4
+12—
TOPOF 000UM 2LN 6
+0'-0"
OO $
I I I I
—3'-6"
a FINISH GRADE o
s WEST ELEVATION a z
s SCALE: 3/32" = 1'-0" w Q o < U O
L Q
0 wW - LU Z w
x w wFn 0 12 5� 3 Hpu_ J
= a w = O p
+2 2'-0" = 0- U =
TOP-0 - - - - - - - - LL
F COLUMN
0- Q J w
12 3: g
0 20 3 2 O X
4 m ❑ LLJ
h +12-0" _ p Q
z TOP OF COLUMN 1 6 r
m I I
w
I
o +0'-0"
TOP' CONCREILI'
—3'-6" a
FINISH GRADE PROJECT: DA592013.00
NORTH ELEVATION DATE:SHEET 020
SCALE: 3/32" = 1'-0" 40 A 3
0 Schnabel Engineering 2016 All Rights Reserved

B
1oa'-s"
O$7 PRE-ENGINEERED
31'-3" 40'-0" 32'-6" FRAME COLUMN 1 Yi'DIA.ANCHOR
28'-6^ 38'-0" 4'0" 8'0"
+{ BASE PLATE PER
PRE-ENG.BUILDING 1 Yz"THK.GROUT
1 r _ .. °
2'-6" 2'-0" 2'-0" 19'-6" I p l i I p l a
SEE 10 C 1 FOR 2,_6. 40S7 A PILASTER 1'-6"
COORDINATE 2'-0"
H —�15,_0„ H ——— 20,_0„F —1
——
I RACEWAY DOOR PL.Y2"x4"x1'-4"
s (SEE MECH.) 1 Ya"DIA.ANCHOR
EL.- /e"TYP.) C.J.12'-10 (10'-0" 17-6 (TYP.) SLOPE ❑ BOLTS(TYP.)
12,6" EL.-10'-0" SEE REINFORCEMENT DETAILS '
PL.Yz''x4"x1'-4" w
Q'e"PER FT) 1 ON SHT.4054-4057 rc
— ------ ---------- ---------- -- i'-o" PRE-ENG.FRAME �
t - PILASTER m w
30,_0„ EL.-3'-6" 1-6 - 1,-0,� _ - 1,_0.
EMBED PER
J DETAIL-1/40M5 a i
— ----=— ------=— — ——— -- 7PJ DETAIL
C (TYP J „ 1'0 wC.J. z
C.J. � EL.-3,_6„
(BASE SLAB) 3-g SEE DET.1/40S7 p
2'
5�-0" If w
o
A LH
IIIIIII o f EL.-T-6" t o o
4054 wa a
10'-0" ai (TYP.) rn SLOPE EllEMBED PER SECTION A
6w ci w ci w DETAIL-2/40M5
o ¢ m m (TYP.) SCALE: 3/4"=1'-0" o�
0
-X
87'-0" rn ':' IV DRAIN 5"z�a ��yy
88'-6" 28'-6" (BASE SLAB) EL.-T-6" (TYP.)
Q L^i
— —--——— --———--——— —————————— —— SLOPE Ys"PER0p
L SLOPE TO DRAINS 120'-0"
�3a S
DIFFUS
-- — (SEE
(0S6
HT.40 S 6)
•-FE 15,_0„ IIIIIII .- ❑ EL.-3'-6" ❑ ❑ 2 0 -Q c a
� � cBw
PRE ENGINEERED
L n U
—— 0" FRAME COLUMN Z m
C.J. %'DIA.ANCHOR
1 (BASE SLAB) SLOPE BOLTS(TYP.) f•U' o
10'-0" 1 Y2"THK.GROUT V
EL.-10'-0" Z
LU
PL.Yz''x3"x1'-1" d`o to
C.J. to
(TYP.) — —————— ----------
3
30,_0„ 15,_0„ IIIIIII IIIIIII F' a
+ 1 Ya"DIA.ANCHOR B
— — ----- - 1-0,
T
— — EMBEDDED----
———— ——————————
__
TRA
C J 1 FORC CROWD
R PRE-ENG.FRAME L°J L°J
(TYP.) SLOPE ❑ 1 FOR CROWDER PL.Yz"x3"x1'-1"
T 10'-0" SEE SHT.40S4�^ &MECH.DW S/4056 PILASTER
5,_g, a^ a PER FT) � I
——— — —————— ——————— — — L—
EL.-13'-9
BASE PLATE PER PILASTER
� H❑ � ❑H ' ❑H ❑H PRE-ENG.BUILDING 2'-0"
SEE 10 C 1 FOR — L— J J
s COORDINATE 2_6,� 2 DETAIL 2 O
1 D B SCALE: 3/47=1'-0- j } J Z
40S6 40S5 SEE REINFORCEMENT DETAILS Z Q O J U Q
y 21-0 2,-0' ON SHT.40S4-40S7 w a- W Q LLLL
W
W O� Z o
N SECTION B w w v o
FOUNDATION PLAN — o LD � o jx p
W EL -6" = ¢ O `� J Q
SCALE: 3/4" 1'-0"
SCALE:1/8"=1'-0"
g COORDINATE FOUNDATION DETAILS WITH cl 00 J Q
SORTING&SPAWNING FACILITY DRAWING 50S1. O LL
in
SA O Q
NOTES: 40 S 7
3 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL/MECHANICAL DRAWINGS.
a
° 2. RACEWAY SLAB SHALL SLOPE(1/8"PER FT)AS SHOWN ON PLAN/SECTIONS.
0 3. ELEVATIONS SHOWN ON PLAN ARE TOP OF SLAB ELEVATIONS.FOR EXACT LOCATIONS
OF ELEVATION CHANGE,SEE SECTIONS ON SHT.40S4 TO 40S7.
a
4. SEE MECHANICAL DRAWINGS FOR PIPE LAYOUT/EMBEDS.
COORDINATE LOCATIONS&OTHER DETAILS WITH MECHANICAL PLANS.
PROJECT: DA592013.00
n 5. FOR BUILDING COORDINATES,SEE CIVIL DRAWINGS. DATE: 12/23/2020
6. FOR PERIMETER UNDER DRAIN,SEE CIVIL DRAWINGS.
y SHEET
40S1
0 Schn bd Engineering 2016 All Rights R...,.d

C10x15.3 To
-0�4
p_11/Z (2)518"DIA.BOLTS
(TYP.)
j PL 6x7zy"THK.
0'-7" 0',4" i
i
0
REMOVABLE �
GUARDRAIL C10x15.3 rc
113 115 116 METAL STAIR WITH o
GS 4 GS 4 GS 4 RAILING(TYP.) 1
I
e o 0
1 Yd x%s'GATLI-BARGRA _ _ _ DETAIL 1
(TYP.)
SCALE: 1 1/2"=1'-0"
140 REMOVABLE 2 m GUARDRAIL(TYP.) RE (TY t o o'
GS-5 CHAINAIN(TYP.. L
ID
1346 W12-3'x%" 1 w o
GS-4 W/2-3/4"DIA.BOLTS p'-0�2"� ^\ a
EL.-T-6" I C10x15.3 C10x15.3 BRACE - - a w
ClOX1 AT MID SPAN(TYP.) ----- --- z
and
GUARDRAIL 130 a I'll. o o
TYP. (TYP.) — 16'-�„ 0,_01 .0'-5" __________-,a d w
(TYP.) cc
mP') SECTION A /2 J - 0'-3" o
+0'-4 ' SCALE: 314"=1'-0" -- -- — ----------
EL. a
I
B ❑H EL.-3'-6" ❑N I 4'-0" � o
C10x15.3
(TYP.) 0'�"
REMOVABLE 130 GUARDRAIL 2-3/4"DIA.ADHESIVE
GUARDRAIL(TYP.) y`
GS-4 (TYP.) EL.+0 ANCHORS EMBED 6"(TYP.) d6
EL.+0'-4 n" a z N
REMOVABLE
CHAIN(TYP.) 30 LB CROWDER RAIL DETAIL
EL.+0'-4 a" EL.-3'-6" PER PLAN SCALE: 1 1/2"=1'-0"
it (SEE MECHANICAL DWGS.) �3N LS
0'_3�2"
130 1'-s"
GUARDRAIL a 113 115 116 Q, z
METAL STAIR WITH 11 11 11 ! ii ^^ _140 REMOVABLE (NP) GS 4 GS-4 GS-4 GS 4 RAILING(TYP.) .t 11 j1 .i{c
GUARDRAIL(TYP.) GANTREX STELCAM 4 ANCHOR BOLTS •y w -6' p
GS-5 1 (2)Yz'DIA.GALV.
BOLTABLE CLIP,HOT DIP @ 3'-0"O.C.
�❑H ❑H ❑H 8 GALVANIZED W/SS
EL.-3'-6" I 1'-0" 3'-0" 1'-0" c
NOSING SCREW AT 3'-0" GALV.BASE PL. — d
ca• ,, u� a• I O.C.EACH SIDE 3/e'x 3"x 8"AT U U' 5 n
T-0"O.C. z - m
w �t c
C B � ii ! ii yaw
! e
0'-6"
EL.-3'-6" I EMBED.
SECTION B WELD AB'S TO i I-- L--i,
I SCALE: 3/4"=1'-0" BASE PL.TYP. 3/16
--� --
10'-0" L;12'-0"
(TYP.) (TYP.)
PE
s u ❑H - H I I 77TI 1I ® (NOTE:SHIM CROWDER RAILS TO A ZO Q
TOLERANCE OF+/-Yg"OVER 8'-0") H J
u REMOVABLE O Z Z U J
4'x 5'CONCRETE
GUARDRAIL DETAIL 3 W a 0 J Q Q
y PAD(TYP.) w a- W Q LL of
SCALE: 3"=1'-0"
> O0 Ur
o — GRATING SHALL BE 3'-6" Of 0
ICI Z Q
FASTENED TO = ll
GRATING & GUARDRAIL LAYOUT SUPPORTINGC3x6 a o 0 (3
ix
SCALE:1/8"=1'-0" ® 1 Ya"X%e'GALV.STL 1: O LU
O_ 0
I-BAR GRATING(TYP.) LL 2Q IL z
- -� 3: cl U J Q
0 4^ m 0_
X z
IS J 4,A„ O Q
X7
a d 134C
o GS-4 (7
0
a C3x6 CHANNEL WELDED TO
EMBEDDED L3x3xs/8'.
STUDS SHALL BE Y2"DIA.AT
12"O.C.WITH 4"EMBED(MIN.). SECTION Ci a
SCALE: 3/4"=1'-0" PROJECT: DA592013.00
0
N
DATE: 12/23/2020
N
y SHEET
40S2
0 Schn bd Engineering 2016 All Rights R...,.d

09'-6" o
31'-3" 40'-0" 3 {6"
2'-6"
III MONORAIL
IIII RUNWAY BEAM m
V IIII I STANDING SEAM
METAL ROOF(TYP.)
II I A
30'_0„ ZL
II o w z
III F- — � __ _ _ _ — — _ _ III JJI �1 oz
( �/ o \J w
III SNOW I I SNOW m
�STRAINTS I RIDGE I RESTRAINTS o z
o
I I I
y
_ a
a IIII Imo = L
III I I it MONORAIL
RUNWAYBEAM
III IIII E SLOPE SLOPE S PE (SEE SHT.40S4
IIII 2.12 I 5:12 5:12 I 12 &40S7)
YI IIL — I — — - - _
EAVE AND
26'-6" =iL GUTTER 92'-6" a o
EAVE AND
GUTTER 1 CLERESTORY I I
III IIIII EAVE I I CLERESTORY
EAVE
III III —
IHI H ❑H ,Vw EO
II III — T
III IIII ��uz dgm
IIII I STANDING SEAM U
III L �I METAL ROOF(TYPJ w
30'-0" III T�
JI11 I� — T I
JI1 �F
I I SNOW RESTRAINTS
IIII J� IIII � � �
AL_ —
,,6"
71T77
s — I o l:z
Z SEE SHT.40S4 FOR Q J_
MONORAIL LOCATION O Z Z U a
u0 e J
� QLiB ww Q U
0 Z40S5 _ o � z
w ~
r Q
?: �
a 0
— =
1I w ix
ROOF PLAN N — U) O a ~ _ LL
LL o o 0 H O
SCALE:1/8"=1'-0" - J O
o m p
o 0 Q
rc
3
oa
0
a
0
a
0 PROJECT: DA592013.00
N
DATE: 12/23/2020
N
y SHEET
40S3
O Sch-bd Engineering 2016 All Rights R...,.d

110'-0"
32'-0" 22'_6" 22,_6" 34'-6"
0
rc
U
STANDING SEAM
12 METAL ROOF
5
rc
PRE-ENGINEERED
METAL BUILDING FRAME A w
\ ) a w
STANDING SEAM 12 12 \J z
METAL ROOF 2 O O 2 STANDING SEAM
METAL ROOF m0 w
o� Q
0
0
z
wo
u�
PRE-ENGINEERED 22'-0" 22'-0" o
MONORAIL METAL BUILDING FRAME MONORAIL
SEE DETAIL 2/40 S 7 SEE DETAIL 2/40 S 7
10'3"
10'-6" off' o
12'-0" 2 12'-0"
r
1'-6" 26'-6" 36'-0" 20'-6" 10'-0" 1'-6" S��3b ZS
(TYP.) EL.+0'-0"
STEEL STAIR SEE STEEL STAIR SEE Z
10"O.C. — n
DETAIL 5113,5115,5116 DETAIL 5113,5115,5116 #5 @
2'-0" 2'-0" E.F. 3'-6"
I ON SHT.GS-0 EL.-3'-6" f ON SHT.GS-4
w \n0
12'-10%" 12#6 LONG.BARS #7@10" f•O.C. #5@10"O.0 -n
T 10 105�g" #4@10"TIES(TYP.) 1Z1FOR REINFORCING E.F. E.F.. 10' ID
0" Z _o m
SEE SHEET 40 S5 5t
w
#5@70"O.C.E.F. E.F.
@10"O.C. a N
E.F.
_ C.J.WITH WATERSTOP f a
SLOPE
C.J.WITH WATERSTOP SLOPE 1-3" 1-6 PER S2001GS-5(TYP.) _
SLOPE PER 5200/GS-5(TYP.)
V A
#6@3"O.C.(TOP) ^ 1,_2„ T
as@s"D.C.E.F. #5@6"O.C.(BOT)
1_6 #7@6"O.C.
I #7@6"O.C.E.F. (TY@P)O.C.E.F. � E.F.(TYP.)
#7@6"O.C. (TYP.)
� E.F.(TYP.)
21'-0" T-0" 33'-0" T-0" 1 T-6" 16'-4"
Z
SECTION a 0 —
SCALE: 1/4"=1'-0" ¢ J
#4@10"TIES 4051/3 Z Z ZO U z
y WALL BARS (#4@5"TIES W d
SEE SHT.40 M 17 FOR CROWDER U' J Q
FOR TOP 20") 4#6 BARS X IL Q
i TRACK FRAME DETAILS 0'
Of o
z W
o 6,_0„_ F LU
e w U p U)
a,� U-BARS FOR FRAME EMBED Q O K J Ur
12#6 /a EMBEDED PL. = 0_
WITH Yz"DIA.STUDS #5@8 O.C. = O LU Z
AT 2'-0"O.C.(TYP.) 0'_6„ V) 2 0_
(TYP.) RACEWAY WALL
#4@10"TIES 1'-0" • cl
U)
LL (#4@5"TIES 0-4" C.
FOR TOP 20") J. 2'-0" 2i
3 III SLOPE SLOPE
(TYP.) in
• m
0 1 6" WALL BARS WALL BARS WALL BARS XO Q
1'-6" • 1,-2„ • 1'-6" • WALL BARS
• E.F.(TYPc E .)
SECTION
a SCALE: 1/2"=1'-0" GROUT \\ \\ \\
0
SECTION s DETAIL DETAIL 2
N SCALE: 1/2"=1'-0" _ SCALE: 1"=1'-0"
v SCALE: 1/2"=1'-0' _ - PROJECT: DA592013.00
0
N
DATE: 12/23/2020
N
y SHEET
40S4
®Schn bd Engineering 2016 All Rights R...7

0
rc
U
O
93'-6"
rc
2'-6" 30'-0" 28'-6" 30'-0" 2'-6"
w °z
< i
I I I I 0
I I I I
0
z
wo
I I I I
I I I I
I I I I
22'-0"
PRE-ENGINEERED
METAL BUILDING FRAME I I z� uai cyi N
-
I I I I
I I I I
I I I I
I I SEE SHT.40S2 FOR RAIL I I Z
EL.+0'-0' I &EMBED DETAILS(TYP.) I EL.+0'-0"
1'-6" 10'-0" 3'-0" 10'-0" 1'-6"�{I 10'-0" 3'-0"+{ 10'-0" II�1'-6" 10'-0" 3'-0" 10'-0" 1'-6" /1! w
- 1-0" 1-0" I ,�VcOi
f ff �l Z m rn
LJI _ �c
ID
WALL BEHIND WALL BEHIND I �-'o
(R/F NOT SHOWN) 1-8, (R/F NOT SHOWN) 1-8„ �EL.-T-6" #4@10"O.C. V _n 75
E.F. (TYP.) #5@10"O.C.E.F. Z om
y tc
I UaL
\ #5@10"O.C.E.F. #5@10"O.C.E.F.
<� VARIES p n A7 p - 77 o VARIES 3
(TYP.) _ _ _ - I - (TYP.) <
I
#4@10"O.C.E.F. #4@10"O.C.E.F.
#4@10"O.C.E.F.
(#5@10"O.C.E.F.AT (#5@10"O.C.E.F.AT (TYP.) #4@10"O.C.E.F.
CORNERS/ENDS TYP.) C.J.WITH WATERSTOP CORNERS/ENDS TYP.
C.J.WITH WATERSTOP
1'-0" 1'-3" PER 5200/GS-5(TYP.)
(TYP.)
2'-3" ' PER 5200/GS-5(TYP.)
1'-6"
�1A�� yV�,A��A.� #4@8"O.C.E.F7.7,@."'-..
(TYP.) t�' �\"i' #5@8"O.C.(TOP) 1'-6" #8@8"O.C.(TOP) l�;,7 X/, '
( "TX @8"O.C.(BOT) 7 #7@8"O.C.E.F. #5@8"O.C.(BOT)(TYP.) .C.E.F. V#7@8"O.C.E.F.(TYP.) (TYP.) O
22'-4" 8'-1" 22'-0" 6-0 23'-11"
> } J (n
Z Q o J U Z
y waw Q LL O
SECTION s o oPZ
o SCALE: 1/4"=1'-0" 4051/3 = W 0 z LLI
w J n
r 0 w U 0 (
� J
= a w jx O O
xolZ F- = Z
ZZ o o J 0
N o 0
in 0 0o
o XO Q
0
rc
3
°a
0
a
0
a
v PROJECT: DA592013.00
0
N
DATE: 12/23/2020
N
y SHEET
40S5
O S°hn bd Engineering 2016 All Rights R...,.d

2
40S4
o
#4@5"O.C.E.F. rc
AT PILASTERS 1'-0" �4'-0 1 0" '-6"
FOR 2.5 " 84
FOR 2.5',L=6-0" o
(TYP.) r
T 2,_6„
3'-6" L,Ln�1 L,Ln�1 L,Ln�1 L,Ln�1PRECAST
#5@10"O.C.
(�nDIFFIJSERBOX
E.F.
#5@10"O.C.
E.F.
10'-105 HYDROPHILIClol SLIDE GATE /� \
E 2''1 /8'"�✓�z /8 112".12"x6"RECESS IN WALLS WATER STOP(TYP.) 7 0 (SEE SHT.40M5) \�\ 1o'-0"
#5@10"O.C. FOR SPRAY NOZZLES(TYP.) #4@12"O.C.
E.F. PIPE EMBED, #7@10"O.C.
DOWELS(TYP.) #6@8"O.C.E.F. \ ?
#8@10"O.C. C.J. SEE MECHANICAL C.J.
SLOPE w
(TYP.) _SLOPE SLOPE �P) ^\ o
#6@8"O.C.E.F \v' z
���\\j/\\/ #4 O.C.E.F. ,\\\�T/ #6@8"O.C.(TOP) '\ #4 12"O.C.E.W. y�✓�. /. o o
/ / #5@8"O.C. BOP �° W,,'
1'-6" 45° / ( ) #6@8"O.C.E.F.
2'-0" w
12"DIA.PIPE 10'6" a
o
/ 4"DIA.PIPE
7,_0„ + 94,_0" w tl
SEE MECHANICAL
#5@8"O.C.E.F. SECTION c DWGS.FOR EMBEDS o
SCALE: 1/4"=1'-0" 40S1
off` o 0
7-4 3 8" LyIJ6. T-81Y16'.
O ZWp d Z
5-4
SECTION
PLAN
Q� z
DETAIL '�c
� w 0
SCALE: 1/4"=1'-0" = z m
d�d
fw -75
w o m
�• a c
E to
87'-0" <
85'-0.1
WALL/FOOTING
BEYOND NOT #4@5"O.C.E.F.
SHOWN AT PILASTERS
FOR 2.5',L=6'-0"
5'-0" (TYP.)
#5 10"O.C.E.F.
\ 77 77
#5@10"O.C.E.F. _ _ _ ��\li\
12'-105�8" ZO
s H
#5@10"O.C.E.F. 13'-9Y4" #5@10"O.C.E.F. j J
z ¢ o -i U z
y #7@8"O.C.
o #7@10"O.C. w H Q O
> o O O
20 = w o ~ Z W
SLOPE F 0 Ld ? 0 (n
¢ O
w ix Q U'
w � O 0-
LL EL
= Z
¢ O Q
00
in Q
o Q
o 0 Q m
SECTION
o SCALE: 1/4"=1'-0" 4051/3
0
a
tl
a
v PROJECT: DA592013.00
0
N
DATE: 12/23/2020
N
y SHEET
40S6
®Sch-bd Engineering 2016 All Rights R...,.d

1�_0" 1�2'_7" 1'_8"1 L.+O_0
SORTING&SPAWNING _
BUILDING FOUNDATION.
SEE SHT DETAILS,50 S 1 FOR �P) I~(T�P)�
0
II u
T-6" #5@10"O.C.E.F. °
TOP AND BOTTOM SHIMS
TO MATCH SLOPE
#5@10"O.C.E.F.
10 4" PRE-ENGINEERED
• EMBED PER METAL FRAME
DETAIL-1/50 M 5.
PIPE,SEE 5%"DIA BOLT(TYP OF 4)
MECH.DWGS. W10X49
� N
p #5@8"O.C.E.F. EL.-10'-0" a.
#6@10"O.C.E.F.
#5@10"O.C.E.F. 2-6" FOUNDATION R/F
#5@10"O.C.E.F. SEE 4054-4056 EL.-10'-0" i
ac. 2'-7"� 3,4' m i
5'-0" :o w
3
#7@10"O.C. 4 0'-0' #7@8"O.C. o
a Q
1'-2" y
d w
4 46 d
3'-0" DETAIL 2
z-o"� SCALE: 3"=1'-0" 4054 w
/���
6-1 p FOUNDATION R/F/��
L SEE 40S4-4OS6
#5@10"O.C.E.F. i
#6@8"O.C.E.F. / x1� #5@8"O.C.
i75@8"O.C. #5@8"O.C.E.F. ������ #6@8"O.C. N o
#7@8"O.C.4 d�fs 3a O� LS
Ell
#5@8"O.C.
SECTION s
#s@&"O.C.E.F. SCALE: vr'=r-o°
•V L1J "-�' O
SECTION A = Z c
SCALE: 1/2"=1'-0" 40S1
I Z
oc
t c
49
E rn
p
SLOPE I 5'-2" 6'-2" 11'-0" 1,1. 3'-0"- 1'-0" ° 1'46"
1'-0" - #4@8"O.C.
EL.-S-6" 0 callTIES
O
I 0'-11" d 3'-0" WALL BARS
0'-10"
��\ <\ p 4 Z Q 0 J U J
y I 1#5 EACH STEP w a- W Q LL
z (TYP.) > OO LLI
I 6'-6" - K U Q
o I #4@12"O.C.E.F. #4@12"O.C. 2#5 =F¢ w z T&B(TYP.) W o
OU, � D J Z O
1: O D_ QQ
#4@12"O.c.E.F. SECTION C Ln = IL � = J
EL.-10'-0" ap d 2'-3" LL ¢ O F Q
N I SCALE: 112"=1'-0" v J m
O D
in Q
0 5_0, a s d d a 4 1,_6. p ° a - a 4- 1'-6" O Q
K
0
SECTION -A
a
SCALE:1/2"=1'-0" RACEWAY DOOR
_ (SEE MECHANICAL)
DETAIL
y PROJECT: DA592013.00
PLAN SCALE: 40S1
DATE: 12/23/2020
SCALE:1/4"=1'-0"
�y SHEET
40S7
O Sch"bd Engineering 2016 All Rights R...,.

TO
DRAIN
A RECTANGULAR SCREEN o
SEE DETAIL 2/40 M 4
i rc
U
O
30#ASCE RAIL ROTATING STANDPIPE WITH
CENTERED ON WALL LOOSE VICTAULIC COUPLING F-——1 1-6
(TYP EA RACEWAY)
SEE DETAIL 3/40S2 L—J
BEGINNING OF RACK AND
PINION FRAMING
84'-6"RAIL LENGTH CRD-40.8
0 0 FIR11 0
.�SPRAY 40 M 3 DOORS a
NOZZLES i
CRD-40.6 RANG 6AY (TYP) G-40.6
w
MH
----------- ----
o
FULL HEIGHT TAIL SCREEN '" '" ❑❑
(TYP EA RACEWAY) o,O
SEE 40M6
RACEWAY CRD-00.5 G-40.5
NO.5 0
MAX EL.SET TO ACHIEVE A MINIMUM
_ _ _ _ _ _ _ 0 _ _ _ 0 5'WATER DEPTH IN RACEWAY,WITH / 5�o 0 o
STANDPIPE AT 20 DEGREE ANGLE
OFF VERTICAL / ROTATING STANDPIPE
/ BEYOND CONC WALL, y ,°�' o rF
rn
CRD40.4 RACEWAY G-40.4 \\ \\�/ SIMILAR TO SHEET 40 M 7 d�fs 3a 0p
C 12"D 1
LOOSE VICTAULIC COUPLING
(NOTE 2) - - - - - - - - - - - - - \ \\\ W Z
CROSS CHANNEL CROWDER \\ L c
ROTATING STANDPIPE SEE 40 M 16(TYP OF 2) \ \\ 2 (v w o 0
n U
FOR RACEWAY WATER CRD-40.3 RACEWAYE \ \ \ RECTANGULAR � z
LEVEL CONTROL NO.3 G-40.3 \ \ 40 M 4 SCREEN aci
SEE 40 M 7(TYP OF 6) \ \ f�•U,
V 'om
tc— — — — — — — — — — 0 — — — Z�w "a
L CRD 40.2 RACEWAY DRAIN
LA G 40.2
N RACEWAY
40M3
- SECTION A
1 CROSS CROWDER SCALE: 1/2"=V-0"
s INLET FLOOR DIFFUSER CHANNEL Z
CRD-40.1 RACEWAY (TYP EA RACEWAY) 40 M 4 G-40.1 O
N0.1 i I
ZZ
Q O J z
❑O o o ❑H X g w Q J
} pO U D-
oSLIDE GATE SEE 40 M 5 w X p Z
FACE OF RACEWAY CROWDER �� (TYP OF 6) U W w Q Q
SCREEN SEE 40 M 10(TYP OF 6) TRANSFER TUBES F _
SEE 50 M 3 = d K (-) LL1
FROM Lu
RACK AND EMBEDDED TRACK S O 0- w U
TO N SORTING FOR CROSS CROWDER DRIVE LL Q a0 Q
w DRAIN (TYP OF 6) 113'-3"LONG U
3 RACEWAY PLAN ® NOTES: m —
o SCALE:1/8"=V-0" 1. SEE 40 M 2 FOR RACEWAY PIPING. XO
SEE SHEET 50 M 10
2. ALL LOOSE VICTAULIC COUPLINGS SHALL BE STYLE 77 COUPLING.
FOR FISH LIFT SYSTEM
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
40M1
®Sch-bd Engineering 2016 All Rights R...,.

246 TO DRAIN OUTER RACEWAY WALL
Eh
(NOTE 2) BELL AND SPIGOT
GC-4
LEVER QUICK RELEASE
12"D 13 CAP FOR GROOVED PIPE RACEWAY WALL 2'-0"x V-6"
ROTATING 12"D 1 BLOCKOUT FOR PIPE
STANDPIPE OUTLET PIPE ON FISH �7-6" "
V-40.20 TRANSFER TRUCK
V-40.13 248 (NOTE 1
10'-0"�
" "
BURIED VALVE f
GC 4 5-1 TOINVERT ------ d
TOINVERT u
- m
8"D 13
V-40 FINISHEDA! 12"TT 11 1�4 PIPE SUPPORT
12"TT 7 .12
(NOTE 6,TYP OF 14) (GRADE BRACKET
❑H 8-6�i - - -H - - - - - - - - - - - - - H - - - ❑N TYP OF 2)
GM-4
12"DIA SCH 10 SS
STAGGERED SPACING - THIMBLE WITH SEEP
ON OPPOSITE WALL SPRAY NOZZLES SEE NOTE 5 y TO DRAIN RING >
TAIL SCREEN �
(TYP OF 14 PER RWY) i V-40.19 0
10 10'-0" V-40.11 m o
i k2m
I V-40.18
LOOSE VICTAULIC yTO DRAIN SECTION A w
13'-0" COUPLING SCALE: 1/4"=V-0" _ z
o_
ROTATING STANDPIPE V-40.9 12"TT 7
V-00.8 (NOTE 4) FIBERGLASS POLYMER 260 oz
CONCRETE UTILITY
- --- ------- ----- - - ------- ----- K
2-0" 12"SQ x6"DEEP BLOCKOUT VAULT(TYP OF 5) GC-4 0
�a
❑H ----- _------ _-- _ _---- _---- _ ❑H FOR SPRAY NOZZLE(TYP) o
V-40.17
4 D 1 2'-6"
y TO DRAIN 2x3'UTILITY VAULT SPRAY NOZZLE
17'-0" TAIL SCREEN (TYP EA RACEWAY) WITH DRAIN ROCK 21 (NOTE 5,TYP)
12"DEEP AT BTTM GCS
V-40.7 �� (TYP OF 2) �55 w �y6
V-00.6
NOTE 7
3,_0„ n
NOTE 7 2'-0"
3
A v ao.1s
a t5
- 2 INLET FLOOR DIFFUSER - - - - y T' DRAIN 1 1/2"SW 1 (TYP) 1 1/2 SW 1
17'0" (TYP EA RACEWAY) RESTRAINED FCA 714" 4"SW 1 ESTRAINED �U'
V-40.5 (TYP) 6"SW 13 CA(TYP) z
MATERIAL
V-40.4 CHANGE TO (TYP) ^c
4"SW 13 -
YARD PIPING w E n�
FOR EXTERIOR •v - o
H - - - ----- - - - ill H (TYP)
- RWY WALLS ONLY) ,
< M�
M d
V-40.15 0 ,�
U .,I a)
f w _6.0
12"TT 11 12"SW 13 _ _ _ _ _ y TO DRAIN _-_-_-_-_-_-_-_-_-_-_-_ _ _ _ _ _ _-_- f 'w a c
(TYP OF 5) (TYP EA RACEWAY) 2'_6" IE 1,700.50' _
13'-0" w
V-40.3
V-40.2 B ii (TYP)
- --_ --_-_-_ --_-_ - - --_-_ --_-_ e
SECTION a
V-40.14 SCALE: 3/8"=1'-0"
TO DRAIN
13'-6" 11 (SPRAY HEADER
1 BELOW RWY SW 1
(TY EA RACEWAY) 4"SW 1 ) '
(TYP EA RACEWAY) 'III 248 BURRIED VALVE
ill GC-4 (TYP OF 6)
❑H 2'-2" ❑ ❑H - ❑H z
36"D20 -_ -_ _-_-_-_ _-_-_ _ _ _-_-_-_ _-_-_- _ O Z
IE 1,700.21 V40.1 I I ¢ Q
FROM RWY WALL > } Z J
w (TYP ALL 246 -- --� AERATION 6"SW 1 6"TEE z Q O J
PIPES) GC-4 46'-0" TOWER 0
i 8-0 (TYP) (TYP OF 6) 1-1/2"SW 1 6TMPREDUCER O K U Z
FROM AERATION ---- SEE 50 M 2 FOR FISH U O
TO DRAIN TOWER ------ ��LIFT AREA PIPING a SW 1 BFV(TYP) w o Q FL
HEAT TRACE AND INSULATE I I RWY = w w _
WALL U w
ALL TRANSFER TUBES I I Q O K
(NOTE 10) I I S a w U >Q
S 10
N I 1 --------- - - - ------ DRAIN VALVE O w
(NOTE 8,TYP U) 2 0-
Lu
RACEWAY PIPING PLAN ` ------__ UTILI OF 12) � p 00 U
VAULT
o SCALE:1/8"=T-0" (TYP OF 2) DRAIN VALVE In Q
(NOTE 8,TYP OF 12) ------ ------ X �
° O
NOTES:
v-4o.1
w 1. BRING VALVE STEM TO GRATING WITH STEM SUPPORTS
4. ADJUST TRANSFER TUBE ELEVATION DOWN AS NEEDED 8. DRILL AND TAP THE BOTTOM OF EACH PIPE DOWNSTREAM
a AND 2"AWWA NUT.PROVIDE HOLE IN GRATING WITH FOR CROSS CROWDER TRACK EMBEDDED IN CONCRETE. OF THE BUTTERFLY VALVE FOR AY2"DIAMETER DRAIN
o HINGED COVER FOR OPERATING VALVE.VALVE VALVE.
o INSTALLATION SHALL NOT LIMIT ROTATION OF THE 5. SPRAY NOZZLES SHALL BE BY SPRAYING SYSTEMS CO.%4" RWY WALL
STANDPIPE. DIA STAINLESS STEEL FULLJET,FULL CONE,STANDARD 9. ALL VALVE STEMS SHALL BE BROUGHT TO 4"BELOW GRADE
ANGLE SPRAY,NOZZLE"HH"RATED FOR 6 GPM AT 5 PSI. AND HAVE A 2"AWWA NUT. INSTALL A REMOVABLE COVER
2. FOR RACEWAY 6 AND THE CROSS CROWDER,ONLY INSTALL INSTALL ALL NOZZLES WITH A BRASS 36275 ADJUSTABLE OVER FOR ACCESSING AWWA NUT.
a THE SS THIMBLE AND CAP.THE INSIDE FACE OF THE BALL FITTING. 10. INSULATE TRANSFER TUBES WITH 2"OF TRYMER 2000XP DETAIL 1 THIMBLE SHALL BE FLUSH WITH THE CONCRETE. DETAIL 2 PROJECT: DA592013.00
3. INSTALL DOUBLE SLEEVE COUPLINGS ON ALL RACEWAY 6. INSTALL CROSS CROWDER FLOOR DRAINS WITH AND POLYGUARD ALUMAGUARD JACKET,OR APPROVED SCALE: 1/2"=1'-0" _
REMOVABLE SS GRATES. EQUAL. SCALE: 1/2"=V-0" _ DATE: 12/23/2020
PIPING PER DETAIL 246/GC-4 AFTER IT CLEARS THE SHEET
PERIMETER OF THE STRUCTURE. 7. HEAT TRACE THE PIPING AND VALVES WITHIN EACH UTILITY
VAULT. 40 M 2
®Sch-bd Engineering 2016 All Rights R...,.d

U
O
K
CRD-40.7 m w
IlEn
RACEWAY a'
CROWDER m z
SLIDE GATE CROSS CHANNEL
SEE 40 M 5 CROWDER v z
BLOCKOUT TRANSFER TUBES �o w
SPRAY NOZZLES IN RACK AND PINION a
FISH TRANSFER 30#ASCE RAIL (TYP) RACK
SYSTEM o RACEWAY WALL RECESS
PIPE
EL 1 713.10 0
n n n n n n z
mm
NORMAL OPERATING o
SHROUD WSEL 1,708.10
MAX EL.SET TO ACHIEVE A - (TYP OF 5)
NOMINAL 5 FT WATER DEPTH IN FLOOR DIFFUSER
RACEWAY,WITH STANDPIPE AT 30
SEE DETAIL 1/40 M 4
DEGREE ANGLE OFF VERTICAL TAIL SCREEN
N U N
s��3a o �S
No
ROTATING STANDPIPE FOR SUPPLY PIPING DIFFUSER DRAIN -am
RACEWAY WATER LEVELSEE CONTROL M 7 SECTION A Z
SCALE: 3/16"=V-0" 40M1 c
w E
�w .510
C
m�N
f•0' n a)V Z
6.0
PERFORATED PL ON RWY 'w `
SIDE OF DOOR(NOTE 1) a 0
�2'-103�4"�
s
SS WELD ON HINGE �
(McMASTER 1624A58,
TYP OF 3)
T-0" 3x1Y2"x11 GA.
FRAMING
O O O O O 2 9Y2
3
SS CREMONE
BOLT TYPE
O 0 LEVER HANDLE FACE OF DOOR SHALL ZO —
's (NOTE 2) BE FLUSH WITH i
�2"CLR BETWEEN
OD OF PIPE AND 0 2'-6" 6'-11" INTERIOR CONCRETE j } (n
o SHROUD(TYP) Z Z Z
y o o �q"CLR�I w a w Q 0
------ > O U ~
O0
0 0 0 0 0 2'-9%2' 4. _ o Z L CL
3"RADIUS a Q 0O _
w (TYP) O'-03�4� ATTACH DOOR HINGES = a- ot�w U
PL Y4",HOT DIP FASTEN WITH%"-16 UNC ZINC TO CONCRETE WITH v=j p d W
GALVANIZE AFTER PLATED DROP-IN ANCHORS AT 6"
SS DROP IN ANCHORS L� Q O w
N FABRICATION O.C.AND CTSK MACHINE SCREWS cl C U
3 0'-8y2. m Q
o
o NOTES: O
a
SHROUD Y2'CLR(TYP Q 1. PERFORATED PLATE SHALL BE Y4"THICK WITHY"DIA HOLES AND 48
o SCALE: 1"=V-0" _ TOP AND BTTM)- Q - 41 OPEN AREA.RIVET TO DOOR FRAME WITH 318'FLUSH MOUNT RIVETS AT
0 4 a 4 8"OC.FACE OF DOOR SHALL BE FLUSH WITH INSIDE FACE OF
o DRILL AND INSERT SS - a CONCRETE.
SLEEVE IN CONCRETE 2. HANDLE SHALL NOT EXTEND INTO CROSS CROWDER CHANNEL.
TOP AND BOTTOM PROVDOOR DETAIL 2 OPENINGS ALLDE SLOT ON RACEWAY SIDE NOT BE LARGER THANOOR FOR ACCESSING N WIDTH.CHAMFER ALL
HANDLE.
FOR CREMONE BOLTS
a
SCALE: 1 1'-0" SHARP CORNERS TO A MINIMUM RADIUS OF ".
"= 40M1 Y4
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
40M3
®Schn bd Engineering 2016 All Rights R...,.d

4'-4y2"
DIA CTSK BOLT 000
THRU FRAME AT 12"
0'-3" TOP OF GRATING OC(TYP ALL SIDES)
SHALL BE FLUSH CONTINUOUS BAND AT o
\ 4"D 1 WITH TOC(TYP) 1x%4'BAR WELDED TO PERIMETER GRATING PERIMETER
14� 246 'I EMBEDDED FRAMING FRAME FIBERGRATE
\ \ GC-4 NOTE 5 �-- FIBERGRATE
� Y 4-12 �
Q '
DRAIN TO S NUTS WELDED TO a w
MANHOLE EMBEDDED FRAME RIVET GRATING TO w i
/ L3x3xy" L3x3 FRAMING FRAME(NOTE 3)
CONTINUOUS SS Y"DISC TACK `v1
g'-4�2' ® I WELDED TO NUT z
EMBEDDED FRAME U 1 w
0'-0/2"CLR
Y"DIA x 5"LONG ALL SIDES z
°a HCA AT 12"OC) 0
A ®I /// Q
SS L3x2x1'a"WELDED z
8
PERIMETER FRAME a DETAIL 3 °
DIA BOLT THRU ® / / / a d SCALE: 6"=1'-0" _
FRAME AT 12"OC / // /
(TYP ALL SIDES) / SEEP RING DRAIN
a
(TYP)
MOLDED MICRO-MESH FIBERGRATE, 3 p
12 SW 1 / 1Y2 DEEP x 3/q SO TOP MESH NOTE 3 FLOWS _ /8'DIA CTSK BOLT ms s3a e
/ ( ) THRU FRAME AT 12"
OC(TYP ALL SIDES)
FIBERGRATE PERIMETER FRAME
L3"X3"x%" W z
/ FLOOR DIFFUSER
12"SW 1 c m
40M1 SCALE:1"=1'-0" SECTION A ANCHOR DIA SS ADHESIVE Ifs w o10
EMBEDDED 6"MIN �V w
n U
SCALE: 1"=V-0" = z °'
fw w 'm
0'-0 SICLR SS NUTS WELDED TO
246 ALL SIDES EMBEDDED FRAME J
GC-4 NOTE 5 z
L LI
DETAIL 4
RACEWAY WATER SCALE: 6"=V-0" _ 0
U
SUPPLY FROM
0 HEAD TOWER
d Z
o a 4'_7" 4 ° O J
3 ¢ LLI
a > y z Z
---------- Z
/� �\ , 4 Z Q O J
LU
ROTATING STANDPIPE ® a I f 1 - (TYP OF 3 SIDES) O Of 1 O U U
z
0
----1---- ------ _ o Z U7
W w Q O
DRAIN rc MOLDED Q O 3'-1%2' MICRO-MESH NOTES: = d u!
FIBERGRATE,1Yz LLJ
w °
x
= O IL 0---- --- ------ MESH(NOTE 3)DEEP x%a"SO TOP U 2 0-
r ROTATING STANDPIPE 1. DIFFUSER FRAME SHALL BE FABRICATED WITH T304 SS. LL Q O cl U 06
N BEYOND CONC WALL Y4 O
2. ALL WELDS SHALL BE "GROOVE WELDS UNO.
DIA BOLT THRU ® SS L3x2xV4'WELDED 3 m LLI
x FRAME AT 12"OC PERIMETER FRAME ° 3. FASTEN FIBERGRATE TO SS FRAME WITH/6"DIA SS RIVETS AT 6"OC. XO Cn
0 PERIMETER OF FIBERGRATE SHALL HAVE A CONTINUOS BAND AT a
(TYP ALL SIDES) ------------------------------------- ---- ° o a THE PERIMETER THAT IS SUITABLE FOR TRANSFERRING 50 PSF LOAD LL
w - FROM GRATING TO PERIMETER FRAMING. LL
a d° 4. BOLTS FOR DIFFUSER SHALL BE SILICON BRONZE. 0
o a - 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 J
2 CROSS CHANNEL TAIL SCREEN SECTION B FLAT TO WITHIN IN ALL PLANES. LL
40 M 1 SCALE:1"=V-0" SCALE: 1"=V-0" _ PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
40M4
0 S°hn bd Engineering 2016 All Rights R...,.d

COVER PL WITH'Y,"16 CTSK 5�g" w
CAP SCREW AT 4"OC EA SIDE Y2" 1 "
PLY2x8x0'-1s0" ATTACH BEFORE CASTING (NP) I—Yq CLR BARY4 V
WITH FOUR/e' CONCRETE
DIA ANCHORS 11 TYP FOR ALL %"CTSK CAP SKIN PL
10'-3Yq"COVER PL - EMBEDDED FRAMING SCREW AT 4"OC (TYP)
GATE L2Y2x2xY4' WITHY4x1.5"
0'-6" BATTEN BAR C10
CL ) p
EN (TYP)
— � — — — — BULB SEAL END OF
(NOTE 7) %" ��CONC WALL o
A ACTUATOR AND DRIVE I 1'-0" L4ZX3X1/4" 0,_ 2'.
- COVER PL ON EA SUPPORT NOT STEMS \ / 0'- 2" o
SIDE OF GATE SHOWN FOR
CLARITY 7 FULL HEIGHT Y4 THK x 2.50 x �0'-0Y2"
10'-0" .50"OUTER DIMENSION (TYP)
CHANNEL WIDTH MACHINED CAST NYLON WITH C12x20.7x10'-8"
1/2"PL s EMBED(NOTE 8)
/s"-18 CTSK SCREWS AT 6"OC
RUBBER SEAL
PLAN %"x6"LONG HCA @ (NOTE 7)
N IL5x3x%y" %"x6"LONG HCA @ 12"OC(TYP) 12"OC STAGGERED
SCALE:3/4"=1'-0" 0x34" SPACING
%e'-16 x%"LONG WELD STUD Y2"DIA EPDXY ANCHOR WITH o
AT4"OC,OFFSET FROM 5'MIN EMBEDMENT AT 8"OC DETAIL 2 ;
CONCANCHOR DETAIL 1 SCALE: 3"=V-0" _ a
W
CLEAR POSITION d
SCALE: 3"=1'-0" _ a
INDICATOR HOUSING
ELECTRIC B (TYP OF 2) V i
ACTUATOR BY - ��JJ W
3 MFR(NOTE 1) RIGHT ANGLE
/q"BASE PL BOLTED DRIVE BY MFR
a
TO CHANNELS AS (TYP OF 2,NOTE 1) _
REQ. TYP OF 2 CHANNEL BOLTED TO WFip� w
( ) ----------- --- — ---- WITH%"DIA FASTENERS WITH
(TYP 8 EA SIDE) ACTUATOR u
0 0 ® ® DESIGNED
BY MFR a a
0 o I o 0
C10x15.3 0'-71
(TYP OF 2) Yq"REMOVABLE
u u
COVER PL FOR
-- --- ——— ————— ACCESSING y°� o� �
w
BOTTOM STEM o�¢Q-a z di \
—i o---------110 T---- NUT,Ya'CLR TO a z
4'-6" 'ii II II SKIN PL ON EACH N o
SIDE OF COVER �,,, d rn �Q-
MINCLR iii 'ii W6x15 WFoQ'
(TYP,NOTE 2) II II N
1'-6" 1 ell Ile Is/s"-18 CTSK HEX
�i 2'-&' i�i Y4"COVER PL II II DRIVE SCREW AT
GRATING (NP)u (TYP EA SIDE o II lie I MAX SPACING OF
u
(TYP) Pi GRATING OF GATE) z n
II II 3Y2'OC,TYP ALL o
(TYP) o SIDES c
Y -- ------- U I----
COVER PL
Y4"x3'-3"x9'-11" u' ^q
COVER PL II V a)m'
ANGLE MOUNTING DETAIL 3 w o m
tc
3'-3" SCALE: 1 1/2"=V-0"
RACEWAY 2%"-3 ACME
DRIVE STEM
WALL (NOTE 3) BRONZE NUT o
WITH SET a 0 1�2
%4"PL LIFTING SCREWS OR WELD SCH 80 SS PIPE
I° BETWEEN CHANNELS AT
NONdAP -------- — -------
PREVENT STEM PENETRATIONS
TYP) (TYP OF 2) MOVEMENT (NOTE 3) TRANSFER 3 COVER PL
(TYP OF 4) TUBES (TYP OF 2)
P OP
AN B M
NOTES: z
1. EACH SLIDE GATE SHALL HAVE A GEARED DRIVE SYSTEM THAT IS DESIGNED BY THE 0
0'-5Yq° GATE AND ELECTRIC ACTUATOR MANUFACTURERS.THE ELECTRIC ACTUATOR SHALL
V-6" DELIVER UP TO 25,000 LBS TOTAL VERTICAL THRUST AND MOVE THE GATE AT 120 LD
INCHES PER MINUTE.THE ELECTRIC ACTUATORS SHALL BE ROTORK,OR ENGINEER Q Lu
1'�0" APPROVED EQUAL. Z Z Cn
-- ----- ------------ --------
- 2. ALL SLIDE GATE AND EMBEDDED MATERIAL SHALL BE TYPE 304 SS.ACTUATOR W a J
0'-6"'f 7'0" T_0" SUPPORT SHALL BE FABRICATED FROM ASTM A572 GR 50 STEEL,HOT-DIP GALVANIZE D_ K Q Z
DRAIN 1,5, AFTER FABRICATION. >- 0 U U Q
o HOLES 3. MINIMUM STEM DIAMETER SHALL BE AS SHOWN UNLESS THE STALL TORQUE OF THE = 0_' 0 Z Z
o (NOTE 6) ELECTRIC ACTUATOR NECESSITATES A LARGER STEM.SCH 80 PIPE AT STEM U w w Q Q
PENETRATIONS SHALL BE SIZED TO PROVIDE 0.25 TO 0.5"CLEAR BETWEEN OD OF Q p = J
w DRAIN II STEM AND ID OF PIPE. = d w U
HOLES II V-2" W
4. ATTACH SKIN PLATE TO ALL HORIZONTAL MEMBERS AND VERTICAL STIFFENERS WITH U) 2� 0- W
(NOTE 6) RACEWAY 3/s'FLUSH MOUNT RIVETS AT 3"OC. p 0
-71 -------- Q
CROWDER 5. THE SLIDE GATE IS SYMMETRIC ABOUT THE CENTERLINE. O0
o a
o / ___ \1._0^ 6. DRILL TWO 1"DIA DRAIN HOLES IN HORIZONTAL BEAMS BETWEEN EACH SET OF W
STIFFENERS.LOCATE HOLES AT CENTER OF CHANNEL. �
w - ° ° ° ° ° ° ° ° ° ° ° T 7. SEALS SHALL BE 103 NATURAL RUBBER FROM SEALS UNLIMITED OR APPROVED J
3 1 a EQUAL.SIDE SEALS SHALL HAVE Y4"PRESET AND BE MOLD NO.6501 WITH 3.625" (n
° a 2-5y2 0'-2"- �6 OVERALL LENGTH AND FULLY MOLDED CORNER TRANSITION TO THE BOTTOM SEALS.
a 4'-11Y2" a d INSTALL WITH Y4x1.5"BATTEN BAR WITH%"CTSK SCREWS AT 4"OC.
8. FILLET WELD ALL VERTICAL GATE GUIDES TO THE BOTTOM CHANNEL.
SKIN PL WIDTH Y4"SKIN PL(TYP 9. NO PART OF THE GATE OR OPERATOR SHALL EXTEND PAST THE EAST CONCRETE
BOTH SIDES OF WALL TO AVOID INTERFERENCES WITH THE CROSS CHANNEL CROWDER.
GATE,NOTE 4) SECTION B 10. THE GATE SKIN ON EACH SIDE SHALL BE FLAT IN ALL PLANES TO WITHIN Ys' PROJECT: DA592013.00
SECTION A SCALE: 3/4"=V-0" 11. ALL STAINLESS STEEL SHALL BE CLEANED AND PASSIVATED AFTER FABRICATION. DATE: 12/23/2020
SCALE: 3/4"=V-0" SHEET
40M5
®Schn bd Engineering 2016 All Rights R...,.d

DRILL%"DIA HOLE FOR LIFTING
(TYP EA CORNER TOP AND BOTTOM)
B L3Y2"x3"x1/4"COPED AT
_ HORIZONTAL ANGLE(TYP) L4"x4"x'/i'BY 10'-0"
p
,q 1 0'-1„(TYP OF/a a„DIA HOLES PL Y4''x3"COPED L3Y2''x3"x1/4" (TYP OF 2 SIDES)
- --
(TYP) 2'-8°� TOP AND BOTTOM) AT ANGLES (TYP)
(TYP OF 5) �^---�♦
® ® I z
------------------------------
♦ / U
— � O
C SOLID PLATE
2 1/2'
Z ♦ 3 WELD AT TOP
_ AND BTTM TO w
3'-10Y2' I 1� HORIZ ANGLES Q
-- y„PL
SOLID %-'LIFTING EYE,TYP m N
PLATE OF 4 PLACES ON a N
(NOTE 3) VERTICAL
2'-0" STIFFENERS ^\ a
10
WELD Y4x3"BAR TO SUPPORT `v1
SCREEN PL AT EDGES(TYP)
,
w
,
SECTION C
0000000 `---------------- o
O O O O O WELD TOP PL TO PUNCH SCALE: 3"=V-0" _ o
000000 000000001
PL WITH CONTINUOUS u
GROOVE WELD
�a
O O O C 1 p'-0" -
O 0 0
O
__
5'-10YZ' PUNCH PLATE TYP
%"PUNCH PL NOTE 3 2-6m o Q N
WITH Y2"DIA rsi
HOLES AND 48%OPEN 2'_p^ 0'-3"
AREA 0'-0Y2"CHAMFER TYP
Ya"STIFFENER PL ON EACH
0'-ly2" SIDE OF LIFTING EYE, -ma U'
Jl_- TYP TOP AND BOTTOM Q� z
PUNCH 0 00 0'-2y2. g E
PLATE 000 0'-1�Z' �I COPE EACH VERT u' `�"
(NOTE 3) ST
00 00 1%7y2" EFILILET WELD TO
COOO 6R d
Y"CHAMFER HORIZANGLE V z
00 0 0000 ATANGLE 5oc
w ca U
0000000
-. .- � m DETAIL 2
2'-5" L4"x4"x1/2" DETAIL 3
SCALE: 3"=1'-0' _
2 4'-10Y2" SCALE: 3"=1'-0"
9'-1012'
1Y2x6"DRAIN HOLES SECTION B
AT 14"OC WITH 1Y2"
RADIUS AT CORNERS ELEVATION SCALE: 1"=V-0" _
SCALE:1"=V-0" Lo.
"
z
O
j J
L5x5xv2"SUPPORT ON EA SIDE O Z Z Q
DIA EPDXY ANCHOR - Z Q O J
AT 18"OC(TYP) d w Q W
3 Q O 0 U
ATTACH SCREEN TO NOTES: U W Q W
SUPPORTS WITH FOUR BEAM ~ 2' = W
1. PUNCH PLATE AND BLANK PANEL FACES SHALL BE FLUSH. Q O 0' U W'
3/4"DIA HOLE CLAMPS PER SIDE(NOTE 7) = a w
PROVIDEZO COPE ON ALL = O 0-
W U
(TYP OF 2,TOP 2. SCREEN FABRICATION SHALL BE T304 SS.
AND BOTTOM) HORIZONTAL ANGLES LL 2Q a0 G7
i % ♦ 3. ATTACH BOTH SOLID AND PUNCH PLATES TO ALL HORIZONTAL AND VERTICAL BRACING p O J
LL 1 STIFFENER(TYP OF MEMBERS WITH N16"DIA FLUSH MOUNT SS RIVETS AT 4"OC WITH 1Y2"STAGGERED 3: Q
3 I I L32"x3"x1/4" _ _ __ PATTERN. i0
o I 2 PER LIFTING EYE) X
o i I Q 0%11/2" 4. SCREEN FACES SHALL BE FLAT TO WITHIN t 1/8"IN ALL PLANES. O
w
5. RADIUS ALL SHARP EDGES AND CORNERS THAT ARE EXPOSED TO FISH TO A MINIMUM
RADIUS OF
a ♦ Z �{ 0'-3�2"(TYP) 1-3Y2"x3"x1/4"
o '4"(TYP) V-13/4"(TYP) 0,03/4" _ 6. SCREEN IS SYMMETRIC ABOUT THE CENTERLINE.
o (TYP) 7. ATTACH SCREEN TO SUPPORTS WITH FOUR SS BEAM CLAMPS PER SIDE,MCMASTER
29615T3,OR EQUAL.
SECTION A DETAIL 8. ALL FILLET WELDS SHALL BE N16"UNO.
PROJECT: DA592013.00
SCALE: 1"=1'-0" SCALE: 3"=V-0"
DATE: 12/23/2020
SHEET
40M6
®S°h-bd Engineering 2016 All Rights R...,.

0
rc
U
O
PROVIDE 6"SQ HINGED
COVER IN GRATING FOR
ACCESSING WINCH
WORM GEAR WINCH >
OPERATING (NOTE 1)
NUT �4-0 TOP OF WALL o
a
INSTALL ADJUSTABLE SS CLAMP
1-0 p ON WIRE ROPE FOR STANDPIPE
a POSITION INDICATION
z
Si,,"6x37 IWRC GALVANZIED
AND LUBRICATED WIRE o
ROPE,WITH MIN LIFTING w
CAPACITY OF 2,000 LBS
5'-0" u
PV12x8x0'-8"WITH FOUR
SE PL
° s HSS 3x3)(Y,
%"DIA ADHESIVE WELDED TO HSS 5'-0"
ANCHORS(TYP OF 2) \\\\/\\/ ROTATING
STANDPIPE
BAR Yzx3"
PIPE STRAP
- -- EL 1,708.10 i N
WINCH FOR —1— -j'/ eQ'
STANDPIPE FLOW
ADJUSTMENT — —
I � z
STANDPIPE c
° OUTFLOW DRAIN
/ w 0
�w .510
°LOOSE VICTAULIC / 12"D 1 z rn
COUPLING ROTATING
/ STANDPIPE V N
w at
ROTATING 30" SEEP RING w
STANDPIPE Q
— — FLOW
5
IE 1,701.90 - -
aa
-----------------------------------
A D.-6„t J
d d 4 ¢ W
0
z
w as o Q
ROTATING STANDPIPE PLAN > o o _U
SCALE:3/4"=1'-0" w p Z
= w Q z
Q
w SECTION B = a° U
= SECTION A = o 0-
SCALE: 3/4"=V-0" U) = IL
$ SCALE: 3/4"=V-0" FL ¢o O z
o in Q
o NOTES: x0
1. WORM GEAR WINCH SHALL HAVE A MINIMUM CAPACITY OF 2,000 LBS AND BE DUTTON-LAINSON MODEL WG2000,OR
3 ENGINEER APPROVED EQUAL.WINCH SHALL LOCK LOAD IN PLACE WHEN NOT OPERATING,AND NOT BE ABLE TO FREE
° SPOOL.
0
a
°
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
40M7
®Sch-bd Engineering 2016 All Rights R...,.d

OKEY NOTES:
1. PROVIDE A GLASDON EXPRESS GUARDIAN 24"LIFE RING CABINET WITH RING AND ROPE OR
APPROVED EQUAL.
D EQUAL.
2 PROHIDE A M .MASTER 6870N11 STRAIGHT LADDER EX ENSION AND A MCMAS ER 802 5TT7E HOOKS FOR 0 T T(TYP OF 7) 1 2 (TYP OF 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).
rc
;17
1 a w
mo
�N ¢
° o
0
z
-4
— — 11 A B °
N U N
I iv d Z�N O l
I I I rs'�3a °� �
w � E
w °
;g m
5c
m'na)
fw z -g
w tc
-a U
E to
I I
I I I
3
ro
s — — — — — — — — — 0
00 Z Z
2 3 4
W 0 Q
> 0o U Lu
3 w U
_ w Z o
LL
Q Q x w
x
ao � (n a W LLi
U)
w
o a J
$ ZZ 0 0
o m
0 0
w
3
°a
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a
40M8
®S°h-bd Engineering 2016 All Rights R...,.d

a
0
VERTICAL
LIFTING FRAME
A
40M12
0
rc
U
11-82"
WIRE ROPE FENCE
HOISTING SYSTEM RECESS FOR BATTERIES
8"TRACK WHEEL
(TYP OF 4) rc
DRIVE MOTOR DRIVE AXLE 6$" R
RECESS FOR 3/8"PL
���jjj
BATTERIES (TYP OF 2) ROTATING LADDER o 53 d
4 f�\ a �
\\JI o
z
CROWDER FRAME 4'-0" m> z
GUARDRAIL i u
STOPPER 1,4„ REMOVABLE m o
EEh
40 M 14 CHAIN
RETRACTABLE SPOOL PLATFORM 3'-0" 0
FOR CHARGING CABLE FRAME
30#RAIL TRANSFER TUBESo
CONTROL wo
(TYP OF 6) CABINET o
ROTATING LADDER
10'-1 2"
pep. o 0
N' 5
8,_2,. 4`e�m�
RACEWAY WALL z
Ix
rs��jy O
S-4 4"
O
w \nU
Z m 01
2 C
vMN
lu
6„ ff ww
STOPPER v,w y d c
(TYP OF 4) Q
CROWDER FENCE rn
ROTATING ARM STABILIZING WHEELS e
(TYP OF 4) (TYP OF 2)
BOTTOM WHEELS 30#RAIL
RACEWAY WALL (TYP OF 2) (TYP OF 2)
HIDDEN FOR CLARITY FENCE
O
B 0" O 06
40M 12 Q Q
p z Z J
z ¢ O J W
w a
mLu
CROWDER ISOMETRIC CROWDER PLAN � o
F SCALE:NTS SCALE:3/4"=V-0" w U O Z
Ix
w W � a �
uIS
W
x O d U
a W
m x a 2 U
0 boo
LL
0 Q
N in
0 NOTES: x >
O W
Q
w 1. ALL MATERIALS THAT ARE SUBMERGED PERMANENTLY OR INTERMITTENTLY SHALL BE T304 SS.OTHER STRUCTURAL FRAMING SHALL BE HOT DIP
z GALVANIZED ASTM A36.
w 2. SEE SPECIFICATION 11425 FOR REQUIREMENTS FOR CROWDER DESIGN,FABRICATION AND TESTING.
U
Q
PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 10
®Schnabel Engineering 2016 All Rlgh[Reserved

0
U
K
V Q Z
O �
Z.
�m Q
o Z.
O
K
°o ROLLER GUIDES ON UPPER ROTATING w
o ARMS PROVIDE INITIAL FENCE EXTENSION z
o
o 0
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o
o
o
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Uol
4 d z
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o o o o y� o Q
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o b
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o n
o
o A,
o W Z
o
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° \ w n U
oo \ 5.7
2
= z
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0 � MAXIMUM M�
° \\ �� EXTENSION V O
o v
° ran OF FENCE z va
o \ -`Cc
c
loll ? , w �dr
oll o
OVERALL WIDTH OF
U
VERTICAL GUIDE TRACK _ \1\1\\ i of oii o N
AND FENCE oii \� o�� o e
o ° °
o o 0
0 o
n °
0 on Lo o
o
;loll loll loll o
on on o
7'o I oll o o cn
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IN RAISED POSITION
oII `� I oil a o
0
o;' z
o
��j o" 8 o H
oll o oll o a
°„ ° > > z O
0
0 0 o z ¢ 0 —jD-
oo o loll °II ° � 00 " Lu
o
8 Lu
° �
o„ ° ° LLJ
oll o woo z0
w o', I o!I 0 LL = 0
Lo" on o 2 a- W U
a x O a w U
= 1n = a
30o Q
o
N m
O Ll
a LOWER WHEELS CONTACT (�
w OM OF RACEWAY TO
(1) FENCE IN RAISED POSITION (2) FENCE DURING EXTENSION GUIDE ENLACE O FULL EXTENSION Q
SCALE:3/4"=V-0"
SCALE:3/4"=V-0"W
U
Q
PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40M11
0 S,h-bel E,—ering 2016 All Rlght Reserved

a
0
WIRE ROPE FENCE B
HOISTING SYSTEM 0 M 14
Z�:
11'-8"
0
FENCE HOISTING
MOTOR
u,
VERTICAL GUIDE TRACK 4
(TYP OF 2) 0 M 1
a °z
o CONTROL PANEL CONTROL CABINET wz
REFER TO 40 1 10 HANDRAIL z
zw
z>
CONTROL CABINET �m a
0
REMOVABLE CHAIN
I�r
o � Noww
VERTICAL
LIFTINGFRAME �0M1
GUARD RAIL 0M3 OM3/8"PL oOo Oo
L t
ROTATING LADDER 0 0 (D 0F17
1fi'PLATE - £
0
w \nU
Z m 01
�C
vMN
Z va
L.LJ N d L
- v
E V1
1 � e
40M15
UPPER
ROTATING ARM 1"SS CLEVIS PINS
O VERTICAL (TYP OF 8)
n a
13 LIFTING O o
10'-0.. CARRIAGE U)
Z
z O
o F
2
a0 M 15 STABILIZING WHEELS 0 YP OF 2) ¢ o J Fn
W a o
3-1/2"TRACK ROLLER—,
OLLER ROTA TIN 00 (� W
(TYP OF 4) ARM O
� U o
a W K Z
O O x W J Q
= a w U
x o a LLI U
y m_ a
s FENCE 0 M 13 OU }
o Q
Y
0 Q
O U
w Q
z
W
6„ FENCE
BOTTOM WHEELS
SECTION A (TYP OF 2) SECTION B
SCALE:3/4"=V-0" 0 M 10 SCALE:3/4"=V-0" 0 M 10 PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 12
®Schnabel Engineering 2016 All Rlgh[Reserved

0
3/4"BOLT/FLATWASHER/LOCKWASHER/NUT
HOT-DIPPED GALVANIZED
ASTM A325
4" 3/8"PL 3 MINIMUM OF 4 PER END
6" 54" o
C8x11.5" TYP MOUNTED
BALL BEARING PL 6"x6'k3/8„ 3/8"PL rc
SLOT FOR WHEELS °
(TYP OF 4)
0 o PL 6"xb"x3/8"
MOUNTED C8x11.5"
BALL BEARING 3„ STOPPER
g A—W8x31
30#ASCE RAIL (TYP OF 2)
4" rc
3/8"PL TYP N
8"TRACK WHEEL 30#ASCE RAIL a
wU
1 1, 8"x%"PLATE a z
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BRACKET
(TYP OF 4) SCALE:1"=V-0" 0 M 12 PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 13
®Schnabel Engineering 2016 All Rlgh[Reserved

¢
0
3/4"BOLT/FLATWASHER/LOCKWASHER/NUT
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rc
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SCALE:1/2"=V-0" 0 M 1 PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 14
®Schnabel Engineering 2016 All Rights Reserved

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0
0
10 TUBE 22"DIA x 1/4W SS 13 TUBE 22"DIA(TYP OF 2) R1 1 0
(TYP OF 2) 16 R12"
4'-11 5" 1"DIA
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SCALE:3"=V-0" SECTION A
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SCALE:3"=V-0"
PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 15
®Schnabel Engineering 2016 All Rlgh[Reserved

a
0
WIRE ROPE FENCE
HOISTING SYSTEM
r.
0
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s
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PROJECT:DA592013.00
DATE: 12/23/2020
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40 M 16
®Schnabel Engineering 2016 All Rlgh[Reserved

s'-10"
40M20 03„
1
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PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 17
®Schnabel Engineering 2016 All Rlgh[Reserved

1 o
02
5'-35" 4" THRU INTERIOR SUPPORT BAR
8 FOR TURNBUCKLE CONNECTION
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40M17
PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 18
®Schnabel Engineering 2016 All Rlgh[Reserved

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(TYP OF 2EA)
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PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 19
®Schnabel Engineering 2016 All Rlgh[Reserved

a
0
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1.5 DIAMETRICAL PITCH
7„ 20"PRESSURE ANGLE
4"FACE WIDTH
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3" MANUFACTURER RECOMMENDATION m
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PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
40 M 20
®Schnabel Engineering 2016 All Rlgh[Reserved

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4
GENERAL NOTES:
I I I I W
G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF
PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS,
REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM
OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS.
G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER THE
_ _ _ _ _ _ _ _ CURRENT VERSION OF THE OREGON ENERGY SPECIALTY CODE.
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KEYED NOTES:
Ll
1 U a z
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i
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By
I I I W
— — — — — — — — — — —
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3
4
_ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ p } }
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Q W
c U Ur Q
OV = Of d
3 3 U
LL IN ADULT HOLDING FACILITY o o m =
W RACEWAY HVAC PLAN o_ o
SCALE: 1/8"=1'-0"
U
0
7
7
U
O
K
U
Q
A
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
wwwdrengineering.net q0 H 1
Phone:[phone] Project:20DAC01
0 Schnabel Engineering 2016 All Rights Res-7

TPOWER KEY NOTES:
�ssi_z 1. PROVIDE 48OV, 20 AMP, 3-PHASE PLUS GROUND TWISTLOCK
RECEPTACLE ADJACENT TO FAN MOUNTING LOCATION. COORDINATE
CONNECTION WITH FAN SUPPLIER.
2. MOUNT AT NEAREST ACCESSIBLE LOCATION.
3. PROVIDE HEAT TRACE ALONG GUTTER AND ASSOCIATED DOWNSPOUT(S). c
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ q HEAT TRACE SHALL BE RAYCHEM XL SERIES - 5 WATTS/FT MAXIMUM. -
4"C MAKE ELECTRICAL CONNECTIONS AS REQUIRED.
3#12:HSS1ir
1#12:GND 4. ALL CAMERAS SHALL PAN,TILT& ZOOM. COORDINATE INSTALLATION
1 -LL LOCATIONS WITH OWNER PRIOR TO CONDUIT ROUGH-IN. ONE CAMERA
1 WILL LOOK AT THE FALSE WEIR, ONE WILL MOUNT ON THE SOUTH WALL
AND LOOK NORTH, ONE WILL WILL MOUNT ON THE EAST WALL AND
LOOK NORTH. CONDUITS AND CAT6 CABLES SHOULD RUN TO THE
SB-LCP'
3/4"C
3 12HSS1-37 39 41
/4"C
3#12:HSS1-1
1#12:GND
ILI
wcj
=
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J
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o RE:50E1-50E3---- i Z }
a w z J Z
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s ° a W U a
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15
® POWER PLAN
SCALE:1/8"=1'-0"
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
iz wwwdrengineering.net SHEET
Ph.n 208.288.2181 Project:20DAC01 40E1
0 Schnabel Engineering 2016 All Rights R--d

a
Y T TY GENERAL LIGHTING NOTES:
1. REFER TO SHEET GE5 FOR LUMINAIRE SCHEDULE.
2. EACH BANK OF LIGHTS TO BE DIMMED/CONTROLLED SEPARATELY FROM
EACH LIGHTING CONTROL LOCATION.
E— EIPSS-a 1" TYR 3. LIGHTS SHALL "RAMP UP"TO FULL BRIGHTNESS OVER A TIME PERIOD lo
IP55-a O2 OF FIVE (5) SECONDS. RAMP UP PERIOD SHALL BE ADJUSTABLE.
JJ d
ElPss-z 4. BASIS OF DESIGN IS THE EATON/COOPER WAVELINX WIRELESS
WL1 CONTROL SYSTEM. CONTRACTOR MAY PROVIDE AN APPROVED EQUAL. o
101-2 LIGHTING KEY NOTES:
1. EATON/COOPER WAVELINX WIRELESS AREA CONTROLLER #WAC-POE.
3
ELP55_Y 2. EATON/COOPER WAVELINX WIRELESS WALL CONTROLLER #W4S-RL-W.
�e 3. POWER OVER ETHERNET INJECTOR FOR LIGHTING CONTROLS. REFER TO
- - EATON WAVELINX CONNECTIONS AND WIRING DIAGRAMS.
wu "a
wC EIPSS 2 f W 2
¢ W
z.
I 2
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I�ry 3m
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TYR �l
(- - - - - - - - - - -
� z
o I I IIur-
v w N
U
� fn
E -
I I
WL1 O
ELPSS-1 EIP58-J I
c RE:50Et-5OE3 Z }
d = z J Q
o < w v �
J W = o c�
� z
_ aLLm Lu ~
00
x J =
N xm0 LU U
o Qo O J
L—
N
O ADULT HOLDING FACILITY
® LIGHTING PLAN
SCALE:1/8"=T-0" ��
a
PROJECT: DA592013.00
DC ENGINEERING DATE: 1123/20
Careful listening.Dynamic solutions.
wwwdtengin"'ing.net SHEET
Pho-2082882181 Project:20DAC01 40E2
©Schnabel Engineering 2016 All Rights R.—d

OPEN
R STATUS
LAL ACTION A ALARM
AART YALARM
ON LEVEL OPEN CLOSE W
AILARI ART ALARM
H L NUM 11M
L POS ZIPOS
HGE o
NUM ALARM NUM P
L LEVEL TRACESTATUS LEVELPOS POS
ILR OPEN/CLOSE a OPEN/CLOSE w
DO
CL CLOSE
L,LJ SB-RIO
DO
O OPEN
SB-RIO
DI
REMOTE
SB-RIO
IC CI AI AI o
STATUS CLOSE VZI POSITION ZI POSITION
SB-RIO STATUS STATUS w
DI DIAD
L LEVEL Ya ALARM IO OPEN L LEVEL ZC POS CMD ZC POS CMD i
FAIL STATUS o
L- / SB-RIO SB-RIO SB-RIO LEI SB-RIO L)LJ L�LJ
0
I I I I I I a
LOCAL CONTROL i r
LOR OPENED o
LOCAL CONTROL
LOR OPENED PBCL PROP \(5CLOSED `
I 1 acv Acv Acv �
480VAC \ / 480VAC 480VAC W� P
3 PBCL PBOP CLOSED LOCAL CONTROL s= a p
LOR a OPENED yd 2 =
TYP.OF ALL 6
RACEWAYS \ \ o p u
i \ yrsip B Q'e
PBCL PROP \ R CLOSED
��
v
I I z
DRAIN TO
SNAKE RIVER
W d Mo
I I I I I I �w SU
= Z R m;
6011 A f• v^�
24VDC LIT LIT-00.1-40.6 FROM AREA 60 y 41�L
LOOP x
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LL \ TYPICAL OF ALL 6
RACEWAYS Z
I 1 MH 1 �/�W
a N
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ur-0o.� I I
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RACEWAYS 1-6
Z > 05
L U d
0
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w = 0
J
rE7OLL O O
J
A 3011 N V-00.1 TO FLOOR DIFFUSER a 0 X
m FROM AREA 30 AERATION V-40.2 TO FALSE WEIR C]Q X O J
o TOWER OVERFLOW F Q
W
FROM AREA 30 AERATION HT-00.1-40.6 SURFACE WATER
h TOWER
TYPICAL OF ALL 6
RACEWAYS
00
U
9
a pt
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynemic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 4011
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
FENCE FENCE 1. P&ID SHOWN INDICATIVE OF EXPECTED CROWDER
ZI RASED ZI RAISED CONTROLS. MANUFACTURER OF CROWDER RESPONSIBLE
LOCAL LOCAL FOR A COMPLETE AND OPERABLE SYSTEM.
LOR REMOTE LOR REMOTE
REV REVVERSE REV REVERSE KEYED NOTES:
RUN ( FWDRUN 1. FORWARD TRAVEL LIMIT SWITCH FOR PIPE AVOIDANCE NOT o
FWD FORWARD FORWARD a REQUIRED ON CROSS CROWDERS
rc
RUN RUN
YR STATUS YR STATUS
ALARMYA FAULT YA FAULT AITARM WARN SATUS
yA
BATT LOW HS LOCAL/REMOTE
F' r
o 3
3 3 o rc
3 c9
3 3 a
3 o
SOFTWARE 1/0 SOFTWARE 1/0 rc
AUTO STATUS AUTO STATUS m
RUNNING RUNNING o a
FAULT FAULT O1 ''
SPEED FDBK SPEED FDBK DI
SPEED CMD pl SPEED CMD ZS POS ZS POS ZS POS YA BATT YA BBAATT HS EOCAL ZS OPEN ZS OPENED ZS CLOSE ZS CL
CLOSED
FORWARD ZS POS FORWARD
REVERSE END STOP REVERSE TRAVEL TRAVEL END STOP LOW LOW REMOTE
L �CRP-LCP CRP#-LCP LT\L IJ �J CRP-LCP L�G CRP{-LCP LGJ L�LJ LJ ITI L�LJ L�LJ L�GJ
I I I I III I I I I I I I I I I I t>a�
---------------- I 1-------L------11 dz a o
LOCAL CONTROL LOCAL CONTROL rsip Q'
I I I I I I I I I I I I I I I I 3b
g �q FAULT Up FAULT pip
I I \ i LOCAL REMOTE GATE OPEN \ i GATE CLOSE \ /VSD ` VSD \\\ J LOW BATTERY GATE OPENED GATE CLOSED Z
BATTERY A HSLR HS G HS R
CONTROLLER A♦
��/FENCE DWN �J ��/RA FENCE \ �/ i \ V/
RAISED \\ ISED , ^c
w E
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\\ \\ Z o to
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CRP#-Z -3 vERncALumNc 06
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0
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6 Z
Q- = z �0
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(ifOf
w = O �>
`= O LL O >
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0 O
U WEDGE WIRE J
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ry LYP OF 4)
U
a
s
0
in
9
RACEWAY CROWDER(TYPICAL OF 8)
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net SHEE
Phone:[phone] Project:20DAC01 4012
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. ALL DIGITAL 1/0 WIRE SHALL BE STRANDED THHN/THWN,MINIMUM SIZE#14.
ALL ANALOG WIRING SHALL BE#18TSP.UNLESS NOTED OTHERWISE.
2. ALL ABOVE GROUND CONDUIT SHALL BE 3/4"MINIMUM AND UNDERGROUND
CONDUIT SHALL BE 1"MINIMUM.UNLESS NOTED OTHERWISE
3. PROVIDE ACCURATE AS-BUILT DRAWINGS TO ENGINEER UPON PROJECT p
COMPLETION. a
I i 4. ABSOLUTELY NO TOP PENETRATIONS SHALL BE ALLOWED IN PLC AND CONTROLS
w
LE/LIT-40.7 ENCLOSURES.
5. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS,
INCONSISTENCIES WITH DESIGN OR INTENT, IF NEED FOR CLARIFICATIONS,IT IS
THE CONTRACTORS RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN
WRITING WITH THE ENGINEER.IF THE CONTRACTOR FAILS TO CLARIFY ANY
QUESTIONS OR INCONSISTENCIES,THEY ACCEPT RESPONSIBILITY TO CORRECT AT
THEIR COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE ENGINEER.
6. REFER TO SHEET GI 3 FOR INSTRUMENT SCHEDULE.
I I
L HT-40,6 711 . REFER TO CABLE SCHEDULE,SHEETS GI 6&GI 7 FOR CABLING
REQUIREMENTS. a
8. REFER TO SHEETS GI 8&GI 9 FOR INSTALLATION DETAILS ? m
u z
o rc
o
I I I
LE/LI o
HT-40S
0
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1 RACEWAY AREA INSTRUMENTATION PLAN
9 NORTH SCALE:1/8"=1'-0"
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net 4013
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

BILL OF MATERIAL
ITEM QTY CATALOG DESCRIPTION MFG
1 1 1489-MlC150 CIRCUIT BREAKER,BULLETIN 1489 SERIES,15A AS
2 13 1492-EAJ35 END ANCHOR AS
3 5 1492-J4 SCREW CONNECTION TERMINAL BLOCK;1492J AS
4 2 1492-JG4 SCREW CONNECTION TERMINAL BLOCK;1492J AB
5 1 1492-REC20G DIN RAIL MOUNTED RECEPTACLE AB o
F
6 2 1492-WF6424 SCREW CONNECTION FUSED TERMINAL BLOCK;1492J,15AMPS,BLACK COLOR,30-12AWG,RATED VOLTAGE 10-57VAC/DC W/LED INDICATION AB
7 54 1492-WF64250 SCREW CONNECTION FUSED TERMINAL BLOCK;1492J,15AMPS,BLACK COLOR,30-12AWG,RATED VOLTAGE 100-300VAC W/NEON INDICATION AB
w
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 1 mm) AB
11 2 800T-H2A2 SELECTOR SW-2 POS MAINT,NEMA 4/13 AB
12 5 80OT-QBH24A ILLUMINATED MOMENTARY CONTACT,NEMA 4113 AB
13 2 80OT-T2H3EEXX TOGGLE SWITCH,2 WAY,SPRING RETURN,30MM 1N0/NC CONTACT AB
14 1 CFC482423SS CONCEPT CONSOLE,STAINLESS STEEL,TYPE 4X,48X24X23 HOFFMAN
15 1 CP2442 CONCEPT PANEL 24X42 HOFFMAN wo M
16 2 GSC1 FUSE 5X20MM 250VAC,1A,TIME DELAY MERSEN
17 1 JGSC10 FUSE 5X20MM 250VAC,10A,TIME DELAY MERSEN u °z
o rc
18 1 JGSC5 FUSE 5X20MM 250VAC,5A,TIME DELAY MERSEN
41 a
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a (IIII III I ---- ------------------------------ W
v illl Z
o Z Q
illl a W z d ~
$ o o g = 0
o IIIII F O C) W O
w IIIII Lx IIII I I U = �
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i iili IIIiI III SCALE:1:4 o LL o O J
illl FIIIII IIII p p X U Z
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o o 0 Q
— U
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g
------------------------------------------
—
------------------------———————————————————
I
0
U
g CONSOLE FRONT CONSOLE SIDE
SCALE:1:4 SCALE:1:4
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 40110
©Schnabel Engineering 2016 All Rights Reserved

■
0
U
O
3'-0" 2'-8" 3'-0"
■ ;it
29'-4" 31'-4" 12'-0" I12'-8" Iv_4. m
oa �
�i 3'-4" 6-0. 3'-4" o
N
o , d
35 W10 c
?? >= w
1' I a z
4'-3" 1'-1' 4'-3" o W 0
o w
14'-4" 14'-4" 1'-4' 3'-4" A-4 W 0
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t I
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w1a oLLz co o 1 STORAGE I - I ------10-2 ----- ---- --------- ----- -'-- _-- - I ---- ----•
SPAWNINGO AREA I-O---- -----; o zc -
E
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T-------- --------- I 4 5
a a I 4 U
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= w ud
K I I 6 7 �f"o'
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136 W11 O O W11 4
1 2 4 5'-0"
LL O - F-�--- ------- - -- -----------------rs----- ----------- --------------- ---u- , A-4 -
ZL______ _________ ____ ________________________ ___________ _______________ ______J
3'-4" 3'-4" 9'-8" 3'-4" 9'-8" 4'-0' 6'-0' 9'-4" 4'-8" 1'4 4'-8"
57'-4"
29'-4" J
0 86'-8" 0 U
u_
LL
1 z CD
FIRST FLOOR PLAN Z. a
SCALE: 1/4" = 1'-0" 1,567 S.F. ® w o z
U
0-1
w x 0 U U
w Lu O
KEYNOTES ® GENERAL NOTES LEGEND = a w I-_ � LL
1. WALL MOUNTED FIRE EXTINGUISHER MOUNTED WITH HANDLE AT +48"A.F.F. MAX. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT WALL CONSTRUCTION PER WALL TYPES. _ = a U �Z
o RATED 2A,108,C. ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE LL o o Q Q of
2. GRADES AT ENTRY DOORS TO BE NO MORE THAN 1.5% IN ALL DIRECTIONS FOR A BEGINNING OF CONSTRUCTION. - LL
MINIMUM DISTANCE OF 5'-0" PERPENDICULAR TO DOORS. B. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL El FLOOR CONSTRUCTION TYPE PER SHEET A-06 m z
3. 3-HOUR FIRE BARRIER WALL, 8" CMU WALL, SOLID GROUTED FROM CURB AT (UNLESS INDICATED OTHERWISE). o PZ
FLOOR TO BOTTOM OF ROOF SHEATHING C. VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH FOUNDATION PLAN. �W WALL CONSTRUCTION TYPE PER SHEET A-O6. EC
4. ALL INTERIOR AND EXTERIOR WALL TO HAVE 6" HIGH CONCRETE CURB. D. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF CMII UNLESS OTHERWISE O
> 5. COUNTER AND SINK, SEE PLUMBING DRAWINGS. NOTED. DIMENSIONS TO ACCESSIBLE CONDITIONS ARE TYPICALLY TO FACE OF ® DOOR NUMBER CALLOUTS
w 6. BENCH, SEE FF&E SCHEDULE, GA-9. FINISH.
7. (2) BOOT RACKS, SEE FF&E SCHEDULE, GA-9. E. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN # WINDOW TYPE CALLOUTS
9 8. STORAGE CABINET, SEE FF&E SCHEDULE, GA-9. ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT,ACCEPTED BUILDING 0
STANDARDS AND CONFORM TO ALL BUILDING CODES.
F. PROVIDE LOCKBOX ADJACENT TO MAIN ENTRY PER LOCAL FIRE DEPARTMENT
REQUIREMENTS.
G. WHERE SIGNAGE IS PROVIDED, INSTALL TACTILE SIGNS ON THE WALL AT THE PROJECT: DA592013.00
LATCH SIDE ADJACENT TO THE DOOR WITH TOP AT 60" MAX. A.F.F. PER ICC DATE: 12/23/2020
A117.1 SECTION 703.3.10. SHEET
50A1
0 Schaabel Engineering 2016 All Rights Reserved

4
0
J N
1
0
31'-4" 12'-0" '12'-8"
3'-4" 6'-0' 3'-4" $
1 W Z
wio zw
ma w
3z
'tu10
4'-3" 1'-7 4'-3" �°
0 3'-4" 4'-8" 1'4 4'-8" 3 4' 4'-8" 1'-4' 4'-8" 3'-4" M W o �
1 2 5 z gN
,II ' V_a
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----' ----------------------- ----- --------- ���CT•N��
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3 A 5 -—-—-—---— *—-------—-—- -—-— -—-— - -—-—- -5 = Z Md
-�- I - ------------------ - ----------- I -�- c� _A�
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-----, - ----------------- ------ wla 1 y
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Q 1 1 1 v
1 z 0 <,> wlo 0 0 4 O wlo
-
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< 57'-4" ~
z
12
J
o
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3 1 SECOND FLOOR PLAN a
SCALE: 1/4" = 1'-0" 1,097 S.F. ® w a o : Z
< w p o Z Z O
w o U Q O
w ui
KEYNOTES ® GENERAL NOTES LEGEND � "
o �
-
1. WALL MOUNTED FIRE EXTINGUISHER MOUNTED WITH HANDLE AT +48"A.F.F. MAX. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT WALL CONSTRUCTION PER WALL TYPES. ? = 0- U Z Z
o RATED 2A,10B,C. ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE o O Q Q OU
2. ROOF BELOW, SEE ROOF PLAN. BEGINNING OF CONSTRUCTION. F❑ FLOOR CONSTRUCTION TYPE PER SHEET A-06 C9 LLJ
B. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL m Z �
(UNLESS INDICATED OTHERWISE). oPZ
z C. VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH FOUNDATION PLAN. ❑w WALL CONSTRUCTION TYPE PER SHEET A-O6.
D. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF CW UNLESS OTHERWISE O
NOTED. DIMENSIONS TO ACCESSIBLE CONDITIONS ARE TYPICALLY TO FACE OF ® DOOR NUMBER CALLOUTS Cn
a FINISH.
E. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN ®o WINDOW TYPE CALLOUTS ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT,ACCEPTED BUILDING
STANDARDS AND CONFORM TO ALL BUILDING CODES.
F. PROVIDE LOCKBOX ADJACENT TO MAIN ENTRY PER LOCAL FIRE DEPARTMENT a-#=SHEET NUMBER INTERIOR ELEVATION CALLOUTS
REQUIREMENTS. DETAL NUMBER PROJECT: DA592013.00
G. WHERE SIGNAGE IS PROVIDED, INSTALL TACTILE SIGNS ON THE WALL AT THE
LATCH SIDE ADJACENT TO THE DOOR WITH TOP AT 60" MAX. A.F.F. PER ICC DATE: 12/23/2020
e
A117.1 SECTION 703.3.10. SHEET
50 A 1.1
0 Scheabel Engineering 2016 All Rights Reserved

Q
O
U
I
I
OPEN TO ABOVE
I .
IS.
1z N
' F Rt) ALIN LA
-
i1nU -092 _ SPAWNING of nc
I .. 0 0
�n p ve a
p
oz aw
u-
i
--------------- --
I I
v, EC oeNp��
3 4 �� m
a
�Zm W_, 0
r Na '1
z 0 mZ
1 FIRST FLOOR REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
Q�z
LL KEYNOTES (D w =
z �w $�V
1. J" GYPSUM BOARD, PAINT. = z o 6
2. 20"X30"ATTIC ACCESS HATCH. PROVIDE R-28 RIGID INSULATION AND = = °'
TIGHT WEATHER STRIPPED FRAME AS REQUIRED TO ELIMINATE AIR AND U
z MOISTURE TRANSMISSION. y w t c
3. PAINTED METAL DECK AND STEEL BEAMS.
4. PRE-FINISHED VENTILATED METAL SOFF[T. 3
5. ACRYLIC FINISH OVER FIBER REINFORCED STUCCO OVER CEMENT
BOARD.
GENERAL NOTES
z A. SUSPENDED GYPSUM BOARD CEILING SYSTEMS SHALL BE INSTALLED PER
_____________________
MANUFACTURER'S REQUIREMENTS AND IN ACCORDANCE WITH ALL
APPLICABLE CODES AND STANDARDS INCLUDING IBC 803.9 FOR CEILING }
< CONSTRUCTION AND IBC 1621 FOR SEISMIC DESIGN. F__
B. SEE MECHANICAL DRAWINGS FOR HVAC DESIGN. ITEMS SHOWN HERE
ARE FOR COORDINATION ONLY. o U Z
C. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DESIGN. ITEMS SHOWN r Q Q
3 HERE ARE FOR COORDINATION ONLY, j ILL d
2. w a o Q� Z z
. . FIXTURE LEGEND o z
a L-'-1: 201 . ' ' ' GYPSUM BOARD OR CEMENT SURFACE MOUNTED LIGHT v L Lu U
s FIXTURE PER ELECTRICAL o �
BOARD CEILING AT ELEVATION �_
s AS NOTED DRAWINGS. = a w 2 Lu
U ® ®'
a0 U
XT = 10
OCCUPANCY SENSOR PER E ALL MOUNT o 11�
U
FIXTURE PER ELECTRICAL < QLLIO
ELECTRICAL DRAWINGS. 3 - J
. . ® .. � DRAWINGS. o C� ILL
y
--------------------- m Z h
z o LLJ
a
a
co
0
a N PROJECT: DA592013.00
2 SECOND FLOOR REFLECTED CEILING PLAN DATE: 12/23/2020
SCALE: 1/4" = 1'-0" ® SHEET
e
50 A 1.2
0 Scheabel Engineering 2016 All Rights Reserved

Q
4
EAST ROOF AREA
WEST ROOF AREA ROOF AREA = 816 S.F. o
ROOF AREA= 397 S.F. o
VENTING REQ'D = 191 S.I. TOTAL VENTING REQ'D = 392 S.I. TOTAL � __I.___z_-_____s
96 S.I. TOP & BOTTOM 196 S.I. TOP & BOTTOM T----- I L------ o
55 L.F. RIDGE VENT X 20 S.I./L.F. = 1,100 S.I.
28 L.F. RIDGE VENT X 20 S.I./LF. = 560 S.I.56 L.F. VENTED SOFFIT X 14 S.I./L.F. 784 S.I. 110 LF. VENTED SOFFIT X 17 S.I./L.F. = 1,540 S.I. 2
=
f'J I I
N I
-p" 7 4 9 7 4 9 7
A-4
7 4 9
---- �----— L rI 2--- - -3-----I---�---a-iIIil'I■iIII 1 0 3 N 1
5
'
2-,-6
r------ ---- L -Awl
88--------------L-------------------- _ g ------
L_------ L_ I A-4
r_______ "
az_ ___ i-------- ---------------------- ----------
------------ - --------------------- -----8 4 9 7 ---- - o
ua0 z�2 Z zw°
lo
o a
I 8 I
I ■ L
I 1
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1 mo=
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7 4 9 7 A-4
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a12 -4 14'-7" 14'-7" 2 = Z
a = '
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SCALE: 1 4' = 7'-o"
U
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a
KEYNOTES ® GENERAL NOTES ROOF VENTILATION REQUIREMENTS
o 1. DASHED LINE INDICATES LINE OF WALL BELOW. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING ENCLOSED ATTIC SPACES SHALL HAVE CROSS VENTILATION FOR EACH NOTE: THE FOLLOWING AREAS FOR SOFFIT AND RIDGE VENTS IS BASED
2. STANDING SEAM METAL ROOF ON 15 FELT. CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE ON TYPICAL CONSTRUCTION PRODUCTS OF THIS TYPE. GENERALLL
DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED CONTRACTOR TO VERIFY THAT THE FINAL PRODUCTS SELECTED MEET
w 3. 20"x3O"ATTIC ACCESS HATCH. PROVIDE R-28 RIGID INSULATION CONSTRUCTION. SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OR EXCEED THE ASSUMED VENTILATION VALUES, OR ADJUST THE w a 0 Q O
AND A TIGHT WEATHER-STRIPPED FRAME AS REQUIRED TO OF 1"OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION DESIGN AS REQUIRED TO MEET THE VENTILATION REQUIREMENTS OF � a w z Z
B. COORDINATE ROOF PLAN WITH ROOF FRAMING PLAN AND WITH EACH OF THE DRAFT-STOPPED SPACES OF THE ATTIC. } Z Z Q
ELIMINATE AIR OR MOISTURE TRANSMISSION. FINAL ROOF TRUSS SHOP DRAWINGS. AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL w 0 0
NOT BE LESS THAN 1/300 (WITH VAPOR BARRIER) OF AREA OF THE w o U Q a
4. PRE-FINISHED METAL RAIN GUTTER. C. ALL GUTTERS AND DOWNSPOUTS ARE TO TIE TO SITE DRAINAGE SPACE VENTILATED WITH AT LEAST 40 PERCENT AND NOT MORE THAN PREFINISHED PERFORATED METAL SOFFIT VENTS HAVE 7 S.I. NET FREE = w w Lu LL
5. STEPPED METAL FLASHING AT RAKE WALL. SYSTEM. PROVIDE 22 GA PREFINISHED SEAMLESS ALUMINUM 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY OPEN AREA PER SQUARE FOOT WHICH EQUALS 14 S.I. NET FREE o W _ O
GUTTER. MAXIMUM LENGTH OF GUTTER TO DOWNSPOUT: 20'-0". VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE NOT AREA PER LINEAL FOOT OF 2'-0"WIDE SOFFIT. = a w = O
6. CONTINUOUS RIDGE VENT(20 SQ. IN. N.F.V.A./FT. MIN.). COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH LESS THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE ATTIC. _ 0 0- U Z
CORAVENT V-600E, INSTALL PER MANUFACTURER'S OWNER PRIOR TO CONSTRUCTION. PROVIDE HEAT TRACING AT RIDGE VENT (CORAVENT V-600E) HAS 20 S.I. NET FREE AREA PER ILL ¢ 0 �
SPECIFICATIONS. ALL GUTTERS AND DOWNSPOUTS, SEE ELECTRICAL. METHOD OF VENTILATION: LINEAL FT. Q
CD
7. PREFINISHED METAL DOWNSPOUT FROM GUTTER DOWN TO GRADE. D. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE 1. PERFORATED METAL SOFFIT VENTS AT EAVES 0 Z_
h TIE INTO SITE DRAINAGE SYSTEM AS REQUIRED. SEE CIVIL IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS, 2. CONTINUOUS RIDGE VENTS. xo PZ
h DRAWINGS FOR SITE DRAINAGE SYSTEM. ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING 12�
CODES. AREA OF ROOF TO BE VENTILATED: O
8. PROVIDE AND INSTALL SNOW BRAKES ADJACENT TO ALL GUTTERS. Cn
a WEST ROOF: 397 S.F. / 300 = 1.33 S.F. x 144 S.I./FT. = 191 S.I.
9. VENTILATED PRE-FINISHED METAL SOFFIT. LEGEND OF VENTILATION REQUIRED.
0
10. 3-HOUR FIRE BARRIER WALL, 8"CMU WALL, SOLID GROUTED
FROM CURB AT FLOOR TO BOTTOM OF ROOF SHEATHING --------- FLOOR PLAN BELOW. EAST ROOF: 816 S.F. /300 = 2.72 S.F. x 144 S.I./FT. 392 S.I.=
OF VENTILATION REQUIRED.
w 4a??a?a GUTTER LOCATION. PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
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5 10
12
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10
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EAST ELEVATION SOUTH ELEVATION r�o �� w
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0 4NORTH ELEVATION o
WEST ELEVATION SCALE: 3/16" = 1'-0" ; } J LI zo
° Zo Q
SCALE: 3/16" = 1'-0" Sorting and Spawning Facility Exterior Finish Schedule a w Z Q
Exterior Feature Material Anticipated Manufacturer Color } Lu z
KEYNOTES O AEP SPAN-Sete tSeam Na rrow >
" GENERAL NOTES Roof Standing Seam metal-12"wide Batten Submit color options for selection by owner = W 0 U Q w
o Roof Gutters&Downspouts_ Pre-Finished Sheet Metal __ Custom _Match roof color U W w 0— w
1. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% 17. WOOD BEAM, SEE STRUCTURAL. A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY Roof Fascia Sheet Metal Custom Match roof color 4 p C/J �
MIN. 18. 8"X8"STEEL COLUMN. TO ALL ELEVATIONS. AEPSPAN-Select Seam Narrow = a- Lu = 0 O
2. ALUMINUM STOREFRONT GLAZING SYSTEM. 19. LIGHT FIXTURE, SEE ELECTRICAL. B. ALL FINISH MATERIALS TO BE INSTALLED PER Metal Siding Standing Seam metal-16"wide Batten Submit color options for selection by owner � 2 0- U z
3. PRE-FINISHED METAL OVER WOOD FASCIA. 20. PAINTED STEEL ANGLE BRACKET. SEE: 2/GA 8. MANUFACTURER SPECIFICATIONS, 2018 IBC Ventilated Soffit Ventilated aluminimum soffit Kaycan Submit color options for selection byowner LL OU Q Q LU
4. PRE-FINISHED STANDING SEAM METAL 16"1N SIDING. 21. PAINTED METAL STAIR AND HANDRAILS, SEE 1/A 9. REQUIREMENTS AND PER GENERALLY ACCEPTED Aluminum Framed Doors&Sldelites Factory Finish Aluminum Kawneer Trifab 451 Submit color options for selection by owner 3: — U X
a 5. CONTINUOUS RIDGE VENT, SEE ROOF PLANS. 22. MANUFACTURED STONE WALL CAP. CONSTRUCTION PRACTICES. Alum mum Framed_FixedWmdows. _.__ Factory_FinishAlummum KawneerTrlfab451 Submit col or options for selection byowner m z W
h 6. 4"ARTIFICIAL STONE SILL. 23. TRANSFER PIPING THROUGH WALL. SEE MECHANICAL. C. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS Aluminum Framed casement Windows Factory Finish Aluminum Kawneersz25TL Submit color options for selection by owner o
eer
7. PRE-FINISHED STANDING SEAM METAL 12"W ROOF. WITH OWNER PRIOR TO ORDERING AND INSTALLATION. Manufactured stone Veneer Manufactured Stone Ven Eldorado Stone Submit color options for selection by owner
D. SUB-CONTRACTORS TO PROVIDE 12"X 12" MIN. Ut1hy Vents,Gable Vents&Mounting Blocks Varies Field Painted-Match Adjacent Siding Color
8. METAL CLAD INSULATED DOOR. O
9. PRE-FINISHED METAL GUTTER AND DOWNSPOUT. TIE _ Beam Wrap and Entry Roof Fascia Painted Hardboard Siding LP Submit color options for selection by owner
SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S --- Cf)
c DOWNSPOUTS TO UNDERGROUND SITE DRAINAGE REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. ExteriorHM Doors(excluding main entry) Metal Submit color options for selection by owner
SYSTEM. E. ALL UTILITIES TO BE SCREENED OR BELOW GRADE. Metal Stairs and Handrails Steel submit color options for select
ale tion by owner
COORDINATE WITH MECHANICAL DRAWINGS AS Steel Columns and Decorative Brackets Steel Custom Submit color options for selection by owner
0 10. GABLE ATTIC VENT, 16"X 24". REQUIRED. Note:All colors to be reviewed and approved by Owner.
11. MANUFACTURED STONE VENEER SIDING.
12. OVERHEAD COILING DOOR. F. SIDING STYLES TO WRAP AROUND ADJACENT CORNERS
13. ALUMINUM STOREFRONT WINDOW SYSTEM. WHERE NOT SHOWN (UNLESS NOTED OTHERWISE). PROJECT: DA592013.00
14. PRE-FINISHED HORIZONTAL METAL TRIM. G. PROVIDE MOUNTING BLOCKS FOR FIXTURES AND
°i DATE: 12/23/2020
15. 2X10 LP SMARTSIDE TRIM, PAINT. OUTLETS MOUNTED IN METAL SIDING. REQUEST
16. 2X6 LP SMARTSIDE TRIM, PAINT. CUSTOM COLOR FROM GENERAL CONTRACTOR. SHEET
50A3
0 Schnabel Engineering 201;All Rights Reserved

Q
3 GA-8 ` 1 A-7
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4 5 DATE: 12/23/2020
SCALE:3/16" = 1'-0" A_1 SCALE:3/16" = 1'-0" A-1 SHEET
12
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2 A-8 — l
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DATE: 0410 8/2 0 2 0
SHEET
12 50A5
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KEYNOTES
1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER.
2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE.
12 3. MANUFACTURED TRUSSES (TYPICALLY AT 24" O.C.) PER STRUCTURAL ROOF FRAMING PLANS.
"InALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO
5p 7 R3 R3 7 PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL
2'-0" 6 6 2'-0" BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN.
3 3 4. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT.
2 2 0
5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC
0 5 5 10 VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08. N
1 1 6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2" CLEAR VENTILATION.
+24'-9 1/2" _ +24'-9 f2" 7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS.
TOP PLATE TOP PLATE 8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS
24 9 9 AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM
2 12 30 THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0". CIVIL DRAWINGS FOR
CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS
11 1
SLOPE OF 1.5%.
9. ROOF TRUSS CLIPS PER STRUCTURAL DRAWINGS.
10. 2x4 ROOF TRUSS TOP CHORD RAFTER TAIL. m�
11. PRE-FINISHED METAL FASCIA OVER 2x4 SUB-FASCIA OVER 1x10.
12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES.
PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. .0 Nw z
13. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. o w
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS.
15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS. >= w
17 7 16. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE. z W
17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE. �0 0
18. TILE WINDOW SILL. �� one w
18 18 19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. BELOW FINISH FLOOR (8" MIN. FROM WOOD
FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS FOR o a w
GRADES. ; N
W10 20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE o$
STRUCTURAL DRAWINGS. = s
21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB.
F2 26 26 F2 5 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP.
23. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING. ��
5p +14'-0" +14'-0" 24. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. W,?-
3 7 2ND FIN. FUR. 2ND FIN. FLR.� 25. METAL ANGLE BRACE,SEE m owg_ O
N R' 27 26. CONCRETE TOPPING OVER METAL PAN DECK, SEE STRUCTURAL. m m a O
0 2'-0" 6 27. 12"X8"X16" INSULATED CMU WALL CONSTRUCTION, SEE STRUCTURAL ~pa
h 2 3 i'-" a'-o° -o' 28. MANUFACTURED STONE VENEER PER ELEVATIONS. %Ip"o"
mz10 15 2 GA-8 29. ADULT HOLDING FACILITY CONCRETE RACEWAY, SEE STRUCTURAL. CS
30. 8"X8" PAINTED STEEL COLUMN WITH CONCRETE FOOTING, SEE STRUCTURAL.
+10'-9 1/2" _
2 \ 31. DIAMOND PLATE STEEL TREADS AND RISERS WITH STEEL CHANNEL STRINGERS, SEE STRUCT.
TOP PLATE 12 32. DIAMOND PLATE STEEL LANDING ON STEEL CHANNEL FRAME, SEE STRUCTURAL. z
45 1 33. 1 "SQUARE STEEL RAILS, POSTS, AND HANDRAILS.
30 f 9 Wip 13 ^a 1 34. 1 "SQUARE TOP RAIL AND POSTS. E
12 W11 +9'-0" 35. 1 }"SQUARE STEEL HAND RAILS. w m m
11 - 36. 1"X1"STEEL BOTTOM RAIL. = z o=tm
28 JOIST BEARING M u
37. SQUARE PICKETS AT 4" O.C.
z 24 BEAM BEARING 38. EXTEND DIAMOND PLATE STEEL OVER CMU FLUSH WITH LANDING. z t
N 39. STEEL POST AND CONCRETE FOOTING, SEE STRUCTURAL. V�W d L
12 11 I 40. GYPSUM BOARD GLUED TO BOTTOM OF CMU. y
27 27 41. 2X6 LP SMARTSIDE TRIM, PAINT. 3
4 I 42. LP SMARTSIDE BOARD AND BATTEN PANEL AND TRIM, PAINT. 0
25 / 43. 2X10 LP SMARTSIDE TRIM, PAINT.
U
6
GENERAL NOTES
A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
NOTES.
B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC J
NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND
$ 21 21 DETAILS.
0" 14 14 14 23 8 C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (MATCH ADJACENT FINISH ¢ LL
1 1 1 COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED o z Z J Ur U)
w +0'-0" _ a i +0'-0" a +0'-0" _ CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. w a Q Z
0 1ST FIN. FLR 1ST FlN. FLR+ iSi FIN. FLR D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. w � - O
L T E. WAIL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, w o p Z -
-III r - =1I=11I r i - w x 0 U U
m II I III I II I I III 1I I I �•• 11 III III-III- II III-III III III 7,
II-III III-III J •II-III .III-III-III JOISTS, TRUSSES, LTC.)ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR
-III -III-IIIIIII III =III=1 =11 EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. = w J W W
0 19 IIII `r•a III III=1 I- 19 III 11 III T �_ �Tf PT 1 III III-III-III v w W
-I -11 III I �111=11 1 =1 r ' =11 =1 F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE p � U)
III I I r'` �I I I I III T 11 1=I I I�11 III= =III =III ¢
=I11 II 1 -III =III I -I 1 TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES = a w 2 0 J
R >71 >n �Tf= 1 =II PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER x O a U
=III III =11I IIII 22 _III =1 II � x a Z
1--III III II 22 1 22 III�II= t Ii 111-II TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT. a o Q
a =1 -III II -I =III =III-III o Q
�>n !' if�Tif=_ T1 11u� I al i-1T iff�Tf 11 Ti 111�I 3: - O
1 III II11 J III : 0 Z
�� �111= LEGEND x
I -
z III- - O
_I11=III III III= III= II=III -III= =11 II III III=III III- CONSTRUCTION
RUCTION TYPES FLOORER SHEET GA-10
=111�111 III=III- = 20 =11 III- 20 20 -III III III-III- O
- - - cf)
a
a
0
0
< SECTION SECTION 2 SECTION 3 PROJECT: DA592013.00
SCALE: 1/2" = 1'-o" A-4 SCALE: 1/2" - 1'-o" A_4 SCALE: 1/2" = 1'-o" A-4 DATE: 12/23/2020
SHEET
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12
5p 7 R3 3/GA-8 KEYNOTES
2'-0" 6
2 1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER.
10 2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE.
1 3. MANUFACTURED TRUSSES (TYPICALLY AT 24"O.C.) PER STRUCTURAL ROOF FRAMING PLANS.
ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO
R3 F 12 PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL
BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN.
24 6 2'-0" 4. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT.
2 3 2 5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC
11 5 10 VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08.
6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2"CLEAR VENTILATION.
+24'-9 1 2" _ 3 _ _ +24'-9 1 2" 7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS.
TOP PLATE TOP PLATE 8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS
9 9 AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM
THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0". CIVIL DRAWINGS FOR
12 24 CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS
11 SLOPE OF 1.5%.
9. ROOF TRUSS CUPS PER STRUCTURAL DRAWINGS.
10. 2x4 ROOF TRUSS TOP CHORD RAFTER TAIL.
11. PRE-FINISHED METAL FASCIA OVER 2x4 SUB-FASCIA OVER 1x10. N
12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES. z
PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. a
13. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. a w
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS. wz
15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS. mz.
15 16. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE. z W
17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE. �oe
_ o
18. TILE WINDOW SILL. c n=w
W10 19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. BELOW FINISH FLOOR (8" MIN. FROM WOOD w
-H
FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS FOR
1 aw
GRADES. ;g N
20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE o
18 STRUCTURAL DRAWINGS. z 0
21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB.
22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP.
F2 26 26 F2 23. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING.
SEE aR m a o`° O
METAL ANGLE BRACE,
24. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. n
-
N 2ND FIN. U.. 2ND FIN. FLR. 25. O m w F, w
12 26. CONCRETE TOPPING OVER METAL PAN DECK, SEE STRUCTURAL. d�a
R2 a5 27. 12"X8"X16" INSULATED CMU WALL CONSTRUCTION, SEE STRUCTURAL. o~pz
w 2'-0 28. MANUFACTURED STONE VENEER PER ELEVATIONS. °°
o 27 29. ADULT HOLDING FACILITY CONCRETE RACEWAY, SEE STRUCTURAL. �SI��j�S��
9 27 3 2 0 30. 8"X8" PAINTED STEEL COLUMN WITH CONCRETE FOOTING, SEE STRUCTURAL.
1 31. DIAMOND PLATE STEEL TREADS AND RISERS WITH STEEL CHANNEL STRINGERS, SEE STRUCT.
12 = 32. DIAMOND PLATE STEEL LANDING ON STEEL CHANNEL FRAME, SEE STRUCTURAL. Q�z
33. 1 }" SQUARE STEEL RAILS, POSTS, AND HANDRAILS.
_ +9'-9 1 2" 34. 1 }" SQUARE TOP RAIL AND POSTS. w a E
3
15 TRUSS BEARING 35. 1 " SQUARE STEEL HAND RAILS. w m^5
W11
< 9 �rn
12 36. 1"X1" STEEL BOTTOM RAIL
24 � dM
_ +8'-5 1 2" 37. 1" SQUARE PICKETS AT 4" O.C.
a W10 4 11 BOT. OF BEAM 38. EXTEND DIAMOND PLATE STEEL OVER CMU FLUSH WITH LANDING. V zt to
39. STEEL POST AND CONCRETE FOOTING, SEE STRUCTURAL. VA w 7 d L
28 40. GYPSUM BOARD GLUED TO BOTTOM OF CMU. y
41. 2X6 LP SMARTSIDE TRIM, PAINT. 3
42. LP SMARTSIDE BOARD AND BATTEN PANEL AND TRIM, PAINT. e
43. 2X10 LP SMARTSIDE TRIM, PAINT.
3o GENERAL NOTES
_ A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
h TOP OF WALL NOTES.
r'' B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC �_
1 NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND
�• DETAILS. o U
1••` 21 4.. C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (MATCH ADJACENT FINISH a <
o' 14 14 t' COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED > J
s 1 ° F1 F1 8 CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. z z U`
_ A € +0'-0" +0'-0" D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. w a w of
z z
1ST FIN. FLR. 1 1ST FIN. FLR. 1ST FIN. FLR. E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, w p o O
1 JOISTS, TRUSSES, ETC. ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR o ~
) w of o U U
k -III -III =III II III _ EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. x w W Q W
o -III II1=1 =1II II1=1I1= =1 U w W
p >n TT( TTf-_ TTI�Tf TTI ' 19 F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE F � H_ (n
1 1 -III-III 1 =I TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES a a x J
III III III- III III II III III= = w 2 J
1 ' 1 I III-III- I 1 I I=11 1 III-1 III PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER = o a U
a . >n 11 >n rT m III- SECTION L = 0-
z Q
'I =III 22 =11 k ` III=1 -III 3 TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT.
'o L^ ''ll III-III-1 III-III J -III III= a o
g } Ip. -III -III=11 I=III=III SCALE: 1/2" _ 1'-0" A_4 w v Q Q
s TfT-1T� iiT�TT � III IIII
EI': :S:�r 11111 1 111111 LEGEND x
z
i o H
° 22 IIII CONSTRUCTION TYPES PER SHEET GA-10
m II III II-1 -II III III III=III III= O ROOF, WALL AND FLOOR TYPES.
2g IIII -III-III-III=III= cf)
a 1•'III=III=III 20 20
•r.1`;.. IIII- =IIII
o I - -
�_�
-lllil 11111i111 SECTION 2
=1 1-1 1-1 1-1 1-1 1-111-III=11=
SECTION SCALE 1/2" _ -0" A-
SH
4 PDATE: DETo203.00
1
SCALE: 1/2" - 1'-0" A-4 50 A 7
0 Schaabel Engineering 2016 All Rights Reserved

R
P3 R3 ° 2'- KEYNOTES
7 2 2 7 1
1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER.
2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE.
3. MANUFACTURED TRUSSES (TYPICALLY AT 24"O.C.) PER STRUCTURAL ROOF FRAMING PLANS.
ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO
11 3 3 1 PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL
BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN.
12 12 4. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT. o
5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MAR BLOCKING) BETWEEN TRUSSES. CUT ATTIC -
VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08.
6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2"CLEAR VENTILATION.
7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS.
+24'-9 1 2" _ +24'-9 1 2" 8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS
TOP PLATE TOP PLATE AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM
THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5-0". CIVIL DRAWINGS FOR
CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS
SLOPE OF 1.5%.
9. ROOF TRUSS CUPS PER STRUCTURAL DRAWINGS.
W10 10. 2x4 ROOF TRUSS TOP CHORD RAFTER TAIL.
11. PRE-FINISHED METAL FASCIA OVER 2x4 SUB-FASCIA OVER 1x10. N
12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES. z
W10 PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. uO w 0
13. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. a w
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS. 1z
iF 15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS. m w
27 16. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE. z W
17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE. o _ o
18. TILE WINDOW SILL. @ �� c n=w
19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. BELOW FINISH FLOOR (8" MIN. FROM WOOD w n
5 g FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS FOR 4 F
GRADES. ,g N
20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE o0
STRUCTURAL DRAWINGS. z
2'-0" 0 R1 R1 27 21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB.
10 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP. CT*,r,
15 R2 23. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING. '10
r on
L2 26 26 L2 M 2 7 1 24. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. 4 W Q
25. METAL ANGLE BRACE, SEE as ¢ m a o O
N 3 +14'-0"_ _ _ _ +14'-0" 26. CONCRETE TOPPING OVER METAL PAN DECK, SEE STRUCTURAL. °�m w w
a 11 2ND FIN. FLR. +2ND14 FIN. FLR. 27. 12"X8"X16" INSULATED CMU WALL CONSTRUCTION, SEE STRUCTURAL. 0~5
w00
12 - 28. MANUFACTURED STONE VENEER PER ELEVATIONS. �J �Q.
11 29. ADULT HOLDING FACILITY CONCRETE RACEWAY, SEE STRUCTURAL. I`J�2I0S
9 3 30. 8"X8" PAINTED STEEL COLUMN WITH CONCRETE FOOTING, SEE STRUCTURAL.
2 31. DIAMOND PLATE STEEL TREADS AND RISERS WITH STEEL CHANNEL STRINGERS, SEE STRUCT.
3 32. DIAMOND PLATE STEEL LANDING ON STEEL CHANNEL FRAME, SEE STRUCTURAL. Q�z
+10'-9 1 2" _ +10'-9 1 2=� 41 33. 1 }" SQUARE STEEL RAILS, POSTS, AND HANDRAILS.
1'
LL -„ 5'-8. .
TOP PLATE TRUSS BEARING 3. 8"
42 34. 1 }" SQUARE TOP RAIL AND POSTS. w E
3 W11 +9'-9 1 2" 35. 1 }" SQUARE STEEL HAND RAILS. w m
27 4 13 - TRUSS BEARING 36. 1"X1" STEEL BOTTOM RAIL. Z dM
a w11 12 43 37. 1" SQUARE PICKETS AT 4" O.C.
28 +8'-5 1 2" 38. EXTEND DIAMOND PLATE STEEL OVER CMU FLUSH WITH LANDING. V z g m
- �BOT. OF BEAM 39. STEEL POST AND CONCRETE FOOTING, SEE STRUCTURAL. V1 w d t
0 28 4 40. GYPSUM BOARD GLUED TO BOTTOM OF CMU. y
41. 2X6 LP SMARTSIDE TRIM, PAINT. 0 3
42. LP SMARTSIDE BOARD AND BATTEN PANEL AND TRIM, PAINT. e
W12 43. 2X10 LP SMARTSIDE TRIM, PAINT.
GENERAL NOTES
30 A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
NOTES. }
B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC
NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND J
DETAILS. z
0 6 C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (MATCH ADJACENT FINISH Q
23 23 _4. COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED >
s 4 14 -Q,,: 14 CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. z z o Q (�
w 8 F1 F1 F1 8 D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. W a c9 Z Z
° E WALL SECTIONS INDICA GE ERAI BUILDING CONFIG RATIO STRUCTURAL ELEME M W _O
+0'-0" _ +0'-0" _ € +0'-O" E N U N. NTS (BEA } p
3 1ST AN. FLR. 1ST FIN. FLR.0 - 1ST FIN. FLR. JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR
o I-
1''• EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. W x o U U
o - - °f' - - - - 1 -.- - - - - •j:. -•- - - F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE U w W W
=1IL=III III -III-III = =III=IT=III= III-III III=III-III =_III T III=T=III JII III =T=III T III-T III T-III- -III-1 H
III-III-III-1 l -II�III-11 III-IIIAII-III •III-III-III-III�II-11 -III�II-III�II-11 -III-III-III-III-III�II-III�II-III�II-IIp lI ,EIII-III-III TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES ~ o " -
-I -III-III = -III III =11 -III =III-III - =III-III -III III-11= - - - - - - - PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER = a W = p J
4 - =ll1�II 1f1 =III-III =111 E -III = = o a
w 1= -III- 1 -III II-III - TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT. Ln = a U Z Q
I, III III III 1 -III- - III I II IIII- a o
a - ' I -I -I 22 -III III 1, -III- LL o o Q Q
22 1f1 k -III =II
y IIIIIIIIIIIIIIIIIII ...1 IIIIIIIIIIIIIII IIIIIIIIIII:, .IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII• �• IIIIIIIIIIIIIIIIIIIII z
LEGEND m z
CONSTRUCTION TYPES PER SHEET GA-10 0 �
hII III �I IIII
II=• - -I -III -III ROOF, WALL AND FLOOR TYPES. O
cf)
a I�I I1=1I I I I-1I I_ I-
_ _ _ - 20 20 20 - _ - -
0
0
< SECTION SECTION 2 SECTION 3 PROJECT: DA592013.00
SCALE: 1/2" = 1'-0" A-rj SCALE: 1/2" = 1'-0" A-5 SCALE: 1/2" = 1'-0" A-5 DATE: 12/23/2020
SHEET
12
50A8
0 Schaabel Engineering 2016 All Rights Reserved

KEYNOTES
1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER.
2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE.
R3 3. MANUFACTURED TRUSSES (TYPICALLY AT 24"O.C.) PER STRUCTURAL ROOF FRAMING PLANS.
12 ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO
7 5p PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL
6 BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN.
4. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT.
2 3 5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC
10 5 VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08.
1 46. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2"CLEAR VENTILATION.
+24'-9_y2" _ _ _ _ 7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS.
TOP PLATE 8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS
AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM
30 9 THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0". CIVIL DRAWINGS FOR
12 CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS
15 SLOPE OF 1.5%.
9. ROOF TRUSS CUPS PER STRUCTURAL DRAWINGS.
Wip 10. 2x4 ROOF TRUSS TOP CHORD RAFTER TAIL. m
11. PRE-FINISHED METAL FASCIA OVER 2x4 SUB-FASCIA OVER 1x10.
27 12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES. Z N
PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. "o �w z
2 13. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. w
3 14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS. WZ
12 15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS. m w
SIM. 577'
R3 i6. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE. z W z
+18'-6" _ _ _ _ 17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE. .o _ o
BOT. OF CM -1" 18. TILE WINDOW SILL. @ �� o n=w
-° 6 40 19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. BELOW FINISH FLOOR (8" MIN. FROM WOOD w n
10 7 FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS FOR oa w
GRADES.
1 0 " 20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE o N
(11)EQ. RISERS AT 11" MIN. Ea - STRUCTURAL DRAWINGS. ? i=
+15-5 1/2" 34 0 21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB.
TOP PLATE 5 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP.
24 9 37 F2 26 23. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING. r o U
+14-0 24. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS.
25. METAL ANGLE BRACE, SEE m
a 2ND FIN. FLR. o w-
3 11 12 35 26. CONCRETE TOPPING OVER METAL PAN DECK, SEE STRUCTURAL. 'm�a �
a 27. 12"X87(16" INSULATED CMU WALL CONSTRUCTION, SEE STRUCTURAL. % Zp r O o
w 28. MANUFACTURED STONE VENEER PER ELEVATIONS. o mz
z. 16 29. ADULT HOLDING FACILITY CONCRETE RACEWAY, SEE STRUCTURAL. IJIrJ ��ZQ'
(11)EQ. RISERS AT 11" MIN. EA. �„ 36 30. 8"X8" PAINTED STEEL COLUMN WITH CONCRETE FOOTING, SEE STRUCTURAL.
sz 3 < 31. DIAMOND PLATE STEEL TREADS AND RISERS WITH STEEL CHANNEL STRINGERS, SEE STRUCT. ftom
31 32. DIAMOND PLATE STEEL LANDING ON STEEL CHANNEL FRAME, SEE STRUCTURAL. Q�z
LL w 33. 1 }" SQUARE STEEL RAILS, POSTS, AND HANDRAILS.Ln
c
34. 1 }" SQUARE TOP RAIL AND POSTS. w a o
ci 35. 1 }" SQUARE STEEL HAND RAILS. w m^5
w
36. 1"X1" STEEL BOTTOM RAIL. = Z
a 33 = 37. J" SQUARE PICKETS AT 4" O.C.
32 V - D
38. EXTEND DIAMOND PLATE STEEL OVER CMU FLUSH WITH LANDING. z
r-o"o
s-o° 38 32 39. STEEL POST AND CONCRETE FOOTING, SEE STRUCTURAL V�w
a L
= 40. GYPSUM BOARD GLUED TO BOTTOM OF CMU. y
41. 2X6 LP SMARTSIDE TRIM, PAINT. 3
-� 42. LP SMARTSIDE BOARD AND BATTEN PANEL AND TRIM, PAINT. e
L_ 43. 2X10 LP SMARTSIDE TRIM, PAINT.
1'-121" 27 4'-2" ' L L
LL -�
_ 3, _ . GENERAL NOTES
15 31 L- ti A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
NOTES.
z J
W _^ L B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC Z
Wip - w NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND
3g o, . L_ DETAILS. o U
N 21 (11)EQ. RISERS AT 11" MIN. EA. L_ r' C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (MATCH ADJACENT FINISH a LL
1.=a 14 COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL ALL EXPOSED
s 8 - CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. z z o Q U
w +0'-0"_ a = +0'-0" D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. a 0 � Z Z
1ST FIN. FLR e % L, 1ST FIN. FLR. E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, w p o 1 Z
3 - - - Ti-III-ITI III "-III- - -III =III-' -III-III III=III III-III III=III III-III- -III--I -111 - - - - - - - - - - - JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR - (�
_________ __ __ __ __ __ __ __ __ __ __ w w 0 U
�I11=III=III=11I -III =III=III=III= - - - - - - I .III=1 T I I1=111=111=III=III=III=III=III=III=III=111=111=M1 1=111=I11=111=III=11 I=III=1 I=III=111=III=111=mm I=I I I=1 I=I I I=1 Q
y EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. x w LLJ Lu
11=11=1 1=1 -1 -1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 U w
1TTTf-Tf( TTf-Tf( TTf-Tf( TTf-III=III=III=III=III-III-III= 9 -III-III= I: 1i=11T�TT= _ - _ _ _ _ _ _ _ = F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE o H_ �
- - =III=III=III=III=III=III-1I-III-III-III= - III II T_I I -I I1=III TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES a a J
II-III= = w =
111II T_I ':I"I II-II1=11 PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER = = 0- () Q
Ti=ITI=ITI :'�"1111-III-I 22 TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT. LL a o 1 Q
a =III-III-II 9. 1=III=III=1 0 Q
I=III=III -III-I
0 U
IIIIIII
w 111111 LEGEND o PZ
CONSTRUCTION TYPES PER SHEET GA-10 12�
m =IIIIIIIII-III-III=11 III=11 ROOF, WALL AND FLOOR TYPES. 0
=1I1=1 1=1I1=1
_ - 20
a
0
0
< SECTION
PROJECT: DA592013.00
SCALE: 1/2" - 1'-. A-4 DATE: 12/23/2020
SHEET
12
50A9
0 Schaabel Engineering 2016 All Rights Reserved

KEYNOTES
1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER.
2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE.
3. MANUFACTURED TRUSSES (TYPICALLY AT 24"O.C.) PER STRUCTURAL ROOF FRAMING PLANS.
ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO
PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL
BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN.
R3 7 12 4. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT. o
45 5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC
3 6 2'-0" VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08.
2 6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2"CLEAR VENTILATION.
5 10 7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS.
1 8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS
+24'-9 1 2" AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM
TOP PLATE THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0". CIVIL DRAWINGS FOR
9 CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS
24 SLOPE OF 1.5%.
12 9. ROOF TRUSS CUPS PER STRUCTURAL DRAWINGS.
11 10. 2x4 ROOF TRUSS TOP CHORD RAFTER TAIL.
11. PRE-FINISHED METAL FASCIA OVER 2x4 SUB-FASCIA OVER 1x10. N
12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES. oz.
PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. w 0
13. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. a w
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS. 1z
15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS. m
16. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE. z W
17 17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE. �o 0
18. TILE WINDOW SILL. @ �i c w
21
19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. BELOW FINISH FLOOR (8" MIN. FROM WOOD -`
FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS FOR w
18 GRADES. ; N
20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE o0
STRUCTURAL DRAWINGS.
21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB.
15 2 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP.
R1 23. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING. r on
W10 24. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. 4 W�Q19
3 26 L2 25. METAL ANGLE BRACE, SEE as ¢ o w g_ O
N 26. CONCRETE TOPPING OVER METAL PAN DECK, SEE STRUCTURAL. °„° ¢ Ow
a ++14 2ND FIN. FLR.'-0" 3 27. 12"X8"X16" INSULATED CMU WALL CONSTRUCTION, SEE STRUCTURAL. % z��o~
15 28. MANUFACTURED STONE VENEER PER ELEVATIONS. A
r 29. ADULT HOLDING FACILITY CONCRETE RACEWAY, SEE STRUCTURAL.
9 30. 8"X8" PAINTED STEEL COLUMN WITH CONCRETE FOOTING, SEE STRUCTURAL.
31. DIAMOND PLATE STEEL TREADS AND RISERS WITH STEEL CHANNEL STRINGERS, SEE STRUCT. ftAft
27 32. DIAMOND PLATE STEEL LANDING ON STEEL CHANNEL FRAME, SEE STRUCTURAL. Q�z
33. 1 }" SQUARE STEEL RAILS, POSTS, AND HANDRAILS.
+10'-9 1 2" 34. 1 }" SQUARE TOP RAIL AND POSTS. w a E
TOP PLATE 35. 1 }" SQUARE STEEL HAND RAILS. w m^5
36. 1"X1" STEEL BOTTOM RAIL. z dM
a 37. 1" SQUARE PICKETS AT 4" O.C. = 0a 38. EXTEND DIAMOND PLATE STEEL OVER CMU FLUSH WITH LANDING. V zt
to
39. STEEL POST AND CONCRETE FOOTING, SEE STRUCTURAL.
40. GYPSUM BOARD GLUED TO BOTTOM OF CMU. y
41. 2X6 LP SMARTSIDE TRIM, PAINT. 3
42. LP SMARTSIDE BOARD AND BATTEN PANEL AND TRIM, PAINT. e
28N 43. 2X10 LP SMARTSIDE TRIM, PAINT.
GENERAL NOTES
A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
h W11 W13 NOTES.
B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC
z NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND J
0 DETAILS. o U
C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (MATCH ADJACENT FINISH F Q
3 COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED > LL
s 21 CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. Z z o Q C�
14 :-° a 4 D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. w � Z ZO
F1 F1 E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, } w. Z Z
3 : r +0'-0" t•° +0'-0" JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR O ~
1ST FIN. FLR. T. 1ST FIN. FLR. EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. w w o W W
a F F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE O w_
=1 III III=11 ` "1" ` ~ O " u)
TfI- 4 -1T1 1II 1T1 TfI- IF III- III-1 I I III III III- TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES ¢ a = J
II III-III=11 III=III III-III- 11r=111=1Ir=II EEII-I II PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER = O w U 0 J
-III-III-II r -III=III=III- 19 =III-III-III-III=III=III=III=III=III=III=III-11I- -
w II=III-II II �, III=III=III- II=I1 III=I1 III=I1 = TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT. iniz a o Z Q
III
=111
°a Nz >nrriI=I 111 i i=iIII=I I TI II I
22 I I_I 1= III_I I I
-I-II 1I
III LEGEND m11 Z
xO -m ICI k III- � CONSTRUCTION TYPES PER SHEET GA-10 �
,,.• ROOF, WALL AND FLOOR TYPES. O
IIIIII cf)
a -I - •• III=
- I -1T�TTI-1T(=TTI-
o =III=111 III=1
0
< SECTION SECTION 2
PROJECT: DA592013.00
SCALE: 1/2" = 1'-0" A-4 SCALE: 1/2" = 1'-0" A-rj DATE: 12/23/2020
SHEET
12 50A10
0 Scheabel Engineering 2016 All Rights Reserved

NOTES:
1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL/
MECHANICAL DRAWINGS.
12-8" 2. SEE MECHANICAL DRAWINGS FOR PIPE LAYOUT/EMBEDS.
COORDINATE LOCATIONS&OTHER DETAILS WITH
RACEWAY WALLS --------------- MECHANICAL PLANS.
SEE ADULT HOLDING % I _______________ I 3. FOR BUILDING COORDINATES,SEE CIVIL DRAWINGS.
FACILITY DWGS. I 4. FOR REINFORCEMENT AROUND OPENING AND LINTEL DETAILS SEE
0
29'-4" 31'-4" 12'-0" I DETAIL S309/SHEET GS-7.
5. FOR PERIMETER UNDER DRAIN,SEE DETAIL C243 ON SHT.GC-3.
91 6. FOR GRADING AROUND THE BUILDING,REFER TO CIVIL DRAWINGS. m
FOR LOCATION
OF DRAINS/PIPE,
E SEE MECHANICAL
SUMP,SEE r — — SLAB OUTLINE
4,0" SECTION E - 3 0 T-4" 4�-8^ T-6" 4-6., 0,-6" T-4., I —— V-4"��
---- -
r 7-1. — ——— 5'_4" R
— �3-1„ — — 14'-4" 5'-0" 4'_p��
0'-101.
w o
j B i �.J. 0'-10" —t---�
-- -----------
, � C.J.
' Q 4"DEEP RECESS IN 't i o
i SLOPE SLOPE I N
16'-0" i I10'-0"�I 4'-0" ti r-o" 1s'�8^ 50 S 3 GRADE SLAB SLOPING J 9'-10",_ -'-9————— 12'_8"16'_8" m
TOWARDS THE DRAIN
0.
I
TYP. /y i I 1T
C I ,�6" 1 ( ) 1 ' L' �; ;�--�,_p. 9� BLOCKOUT FOR
% SLOPE U SLAB ON GRADE i SLOPE U
DRAIN PIPE,SEE
MECHANICAL
r1
Xx
____
— — — --------------- ----------- -----------
3,�„
�I- - - - - - - _ — � � - - - - - - - - - - - - - - - J am
B FOR COLUMN FOUNDATION
_ _______ DETAILS SEE SHEET 50 S 3 �3y
SLAB OUTLINE
��4-0'
------------- ------- ---6,-0„ y,-q„ 4,-8" 1'-4" q,-6„ 27,_q• C�
29'-4" 57'-4" A� Z
SEE 10 C 1 FOR SEE 10 C 1 FOR SEE 10 C 1 FOR c COORDINATE COORDINATE N COORDINATE
FOUNDATION PLAN 0'-1 w °
® 5�64'� w m n U
SCALE:3/16"=1'-0" 0-1
RACEWAY WALL,SEE ADULT N
@ HOLDING FACILITY DWGS. 112"THK.JOINT FILLER WITH ® f•0 y n N
#5 24"O.C. 1"THK SEALANT AT TOP Z
dom
VERT. y 5 t c
a t
0'-4" #5@24"O.C.
#5@24"O.C. N
VERT. #5@24"O.C. 0 a" HORIZ. 0 6"
VERT.
.. SEE CIVIL
• _„ 1 ,tom y��,t��
' `• ' _, - } INSULATED 12"
INSULATED 12"CMU WALL INSULATED 12"CMU WALL ' CMU WALL FULLY #4@12"O.C.TY
2'-3"SPLICE FULLY GROUTED FULLY GROUTED 0'-4" GROUTED
(TYP,) #4@12"O.C.E.W. 1'-0" 0'-4" 2"THK.SAND LAYER
#5@24"O.C. #5@24"O.C. (TYP.) EL.+0'-0" VAPOR RETARDER
HORIZ. HORIZ. DETAIL 2
EL.+0'-O" C. D.C. SCALE: 3/4" 1'-0"EL.+0'-0" (TYPICAL AT SLAB/WALL JOINTS)
#5@za" • =
m 01_6^ DOWELS CENTERED 0'-6"
ON THE WALL CORE _, • •'•' J
2'-3"EMBED(TYP.) "
DETAIL o
•' •' . 1 Yn"x 3/s'GALV.STL SCALE: 3/4„_1,_0„ ¢ Lai
I-BAR GRATING(TYP.) Q Z Z Ur Q
B SLAB ON GRADE FL) SLAB ON GRADE #5@32"O.C. 5�1)"O.C.E.F. 3Q^ � H Q z
ot� Z
VERT. #4@12"O.C.E.F. w OU U Z z
o #5@12"O.C.E.F. #4@12"O.C.E.F. W Q _U
c 1_0 (TYP.) 1'-0" (TYP.) 8"CMU WALL (TYP.) U W W U
FULLY GROUTED
. " • • = LLQ
ZU�)
a
O
(TYP) #4@12"O.C.E.F. SLAB ON GRADE #5@32"O.C. #5@12"O.C.(TYP.)
(TYP.) HORIZ. 0 ULW Z
@12"O.C.E.F. #4@12"O.0 #4@12"O.C.E.F. EL.+O'-0 LLZa#5 ( P) 0(TYP.) TIES . O
in
0LL
.. O
#5@12"O.C.E.W.
w • • • • 0'-6" e' #5@12"O.C.E.F. 0
(TYP.) SECTION E (TYP.) C)
a F� #4@12^o.c.E.W. SCALE: 3/4"=1'-0"
a 4'-6" 3'-0" (TYP.) #6@12"DOWELS
a #5@12"O.C. 1'-6" (TYP.)
(TYP.)
SECTION A SECTION s SECTION C SECTION D PROJECT: DA592013.00
M
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' SCALE: 3/4"=V-0" DATE: 12DA59 20
01
SHEET
a 50S1
O Sch-bd Engineering 2016 All Rights R...,.d

B
50S4
RACEWAY WALLS
SEE ADULT HOLDING
FACILITY DWGS.
29'-4" 31'-4" 12'-0• 4
2-0" 3'-0" 3'-0" 7'-4^ 6,-4" 6,-g^ D rc
5 COORDINATE 50 S 4
SNOW 3 SIZE&DETAIL — o
50 S 5 WITH EA BASKET
RESTRAINTS
50 S 5 MANUFACTURER 1'-0" 8'-2"
2'-0" 7
r �
COMPOSITE w
I I I I I I METAL DECK III -------I
I �
5055 o ZAl r
----
-------------- ------ w
I I ti sSrGOF�1�Q' � ICI I I III
ICI wlox,s(nP.)
p p E P� I I �'� I I I EL.+11-1 I I
A 16,_0„ �E�` s j E--�--= 31 50S5 I E--------==3;1 I;I I;I I;I w,zxao I I 1s,_6„ 18,_6„ 3
----
50 --- -- ------ I 111 III III 1 0 o o
w
N�� II II II III II III II
A I I I I I I 4"x4'RECESS
I w,zx4o E------------
N =311 I I I I , 10^
p I I I I I I III ------- ----------_=� 1
N i i I CONCRETE (TYP.) I-I III 6'-6^ I'I � W o
I I ICI I I I I I�� � ICI
50S6
III III I I III i i i ICI
2'-0"
L I I I I I I I I o�z�a di
6'1" 6'-6" 10'-6" 2'1
S309 C ____ ____ _____II % o
SEE DETAIL S309/GS-7 SOS4 �------------------- ------------------ u� B �rsi O�
GS-7 FOR LINTELS(TYP.) L_----------------------------------------- SOS6 �3N LS
N
UPPER FLOOR FRAMING PLAN
SCALE:3/16"=1'-0" —
c
2 0" y �, 0
w n U
Z mm
RACEWAY WALLS N
SEE ADULT HOLDING w V y N N
FACILITY DWGS. O z d g m
y tc
50S5 rn =a c�i
31'-4" 12'-0"
2-_0,- I —
r
---------------------------------- -----
-------------------------------- - - -- -- Z
Q
J
a -- -- z U U
° Q z
LL
W a J z Q
y 20,_0. 16,4„ 16,_6„ z ILLL
U-1 � z� 0
w = ul
Wo � °
rc O'CNJS ppF l a
_ BER�O�MMEZP�R 2 = o_ w off$
r PR��14�1N�p1NpsF.P 50 S 5 U)i z: a zly-
�<CNS LL
m L----- ----- — cl ° Qz O
p °
X LL
o J L---------- J L----
LLJ
w -0 ° a
o U d
0 31'-6„
a
° SNOW
NOTES: RESTRAINTS rJ
1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL/MECHANICAL DRAWINGS. N GS-2
a 2. SEE MECHANICAL DRAWINGS FOR PIPE LAYOUT,DRAINS&OTHER EMBEDS. ROOF FRAMING PLAN
3. CONCRETE SLAB TO SLOPE TOWARDS THE TRENCH/RECESS FOR DRAINAGE. PROJECT: DA592013.00
4. TRENCH/RECESS SHALL SLOPE TOWARDS THE DRAIN. SCALE:3/16"=1'-O" DATE: 12/23/2020
SHEET
a 5OS2
O Sch-bd Engineering 2016 All Rights R...,.d

2'-0" 57'-4" 2'_0^
PRE-ENGINEERED WOOD TRUSSES
WITH STANDING SEAM METAL ROOF(TYP.)
EL.+24'-92"
o
U
O
29'-4" 10'-9Y2' 12"CIVIL WALL >
rc
PRE-ENGINEERED WOOD TRUSSES m o w
WITH STANDING SEAM METAL ROOF(TYP.) N
EL.+14'-0" COMPOSITE METAL DECK
PRE-ENGINEERED WOOD TRUSSES a N
WITH STANDING SEAM METAL ROOF(TYP.) o w o
z
EL.+10,_9,, ------------------------------------------------------------------------ 20^ � ° w
w
y I � 2
DECK SUPPORT M
2'-g�2^ W-BEAMS(TYP.)12"CMU WALL 6 1'-0" a
14
SOSS Qa a
-011
SEE DETAIL ON
50 S 5 8"CMU WALL INSULATED 309 SHT.50 S 6
10_yY2 (NON-LOAD 12"CMU WALL TANK(BEYOND) GS-�
BEARING) [,5'-0"� �5'-0"� SEE SHT.50S1 6'-0"
SEC.B/C ON THIS SHT. 8'-0"
HSS 8x8
r-r r--r COLUMN �y
EL.+0'-0" � 1 1 1 0'-6" �i if 0'-10" T-0" (TYP.)
a i a O
u_ r
Q �
O�
I I I I
i i I
1 1 I I
I I
77/77
SECTION A w E
SCALE: 1/4"=1'-0" 50 S 2 w
= z rn
�c
2'-0• C Z'
u 0Nm
1'-2" - Z —
om
tc
0'-10" 5' tn
-0" 1'-0" 5'-0" 0'-101, w a chi
o
2,-6"
PLAN 0'-10" 3'-0" 3'-0" 3-0
HSS HSS 8x&4" 1/4 TYP ' o 4 ~
1"CHAMFER Ia 4J
m 14"x14"EMBEDDED PL.W/ _ Ln p Z —
%"DIA.STUDS,8"EMBED 1'-2" _ A-. ' '•. - - ''a' O U —
1'-4"SO ,�� #5@12"O.C.E.F. =7/,7�C ...Y�� � #5@12"O.C.E.F. Y��,�� 0 Z Z
° a�
y \ " \\/\\ (TYP.) #5@12"O.C.E.F. (TYP.) #5@12"O.C.E.F. w d O Q z O
#5@12"O.C.E.F. (TMP.) #5@12"O.C.E.F. (TYP.)
> OO ? z U
° (TMP.) 4'_0" • a (TYP.) #5@12"O.C.E.F. UJ Lx In Q LLI
° 4#6 1'1. _8" (TMP.) F W U U)
#5@12"O.C.E.F. • C. Q 0 (n Ur
(5+1)#4 TIES 1 (TYP 0 Z
J 5'-3" a
a o 4'-0" 4'-7" C.J.WITH C O OL z -
6#5 VERTICALS " WATERSTOP LL Q
@12"O.C.E.F. 1'-0" 1'-0" #5@12"O.C.E.F. (TYp.) 3: —
a° a (TYP.) (TYP.) O C7 D
in
a X
O
~ m
2'DIA.x 4'DEEP
W SONOTUBE - T-3" 1'-3" O
o DIA^
1 8'-10"
DETAIL (TYP (TYP.)
Z#5@1(TYP.) O.C.E.F.
SCALE: 3/4"=1'-0" SECTION B SECTION C PROJECT: DA592013.00
DATE: 12/23/2020
SCALE: 3/4"=1'-0" 50 S 1 SCALE: 3/4" SHEET
a 50S3
0 Schn bd Engineering 2016 All Rights R...,.d

18'-8"
PRE-ENGINEERED WOOD #4@12"O.C. #5@12"O.C.
(TYP.)
TRUSSES WITH STANDING
SEAM METAL ROOF(TYP.) 12
5 PRE-ENGINEERED WOOD
12 0'-10" EL.+10'-92" TRUSSES WITH STANDING
5 SEAM METAL ROOF(TYP.) p
0'-2" a
EL.+24'-91"
rc
0'-1" u
0
1
50S5
W BEAM L METAL DECK
50 S 5 SEE DETAIL S4001GS-7
DETAIL
SCALE: 1"=1'-0"
�rc a
10,_8„ V \V1 a z
VVJJ � w
z
and
w
EL.+0'-0" GRADE SLAB i
6'-6" 2x8 ANCHORED TO WALL WITH (TYP) m
%"BOLTS AT 24"O.C.,7"EMBED 0'-6" 0'-6" 11
EL.+14'-0" COMPOSITE METAL a DECK SUPPORTED SIMP.LRU28Z HANGER
0'-4" 0,_4• ON W-BEAMS - w o a
a; - 2x8 AT 18"O.C. SEE SHT.50 S 1 0
FOR DETAILS
24'-92"
W12 BEAM
FOR METAL DECK CONNECTION 4x12 BEAM
TO
PORTS SEE SHT.GS-7 SECTION C oy? N o
CMU WALL SCALE: 3/8"=1'-0" 5052 d'fs,3a oZ
12"CMU WALL 12"CMU WALL 14'-0" BEAM SUPPORT DETAIL SHALL _
BE SIMILAR TO DETAIL 1/50 S 6
^� Z
A c
STEEL FRAME 12'-6" •V w o v
(PER ARCH.)
Z mm
9 c
M 1p
f• n N
1 a 12 PRE-ENGINEERED WOOD f Z g m
EL.+9'-9-" 5 t c
2 TRUSSES WITH STANDING '� c _c U
EL.+0'-0" GRADE SLAB SEAM METAL ROOF(TYP.) � rn
(TYP.)
��y CONNECTION PER <
Y \\� DETAIL '2 DETAIL 50S5
SEE SHT.50 S 1
FOR DETAILS FOR 3/16"=1'-0" SEE DETAIL ON
SHT.50 S 6
3 9 9/2
0 12'-g"
J
SECTION a ° Q —
SCALE: 3/8"=1'-0" LL SOS2 Z z Ur Cn
EL.+0'-0" GRADE SLAB W d J z z
y (TYP.) W Q O
} o o U
3 K.77 U
\\\\\\ F � w U o_ cn
= a w � U
m o 0-
LL Z
SEE SHT.50 S 3 Q O Q
FOR DETAILS O cl
in
X z m
o O
3 SECTION O
U)
o SCALE: D 50S2
a
0
s
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a 50S4
®Schn bd Engineering 2016 All Rights R...=

EDGE NAILING
H2.5 EACH 2X6 OUTLOOKERS AT
BLKG.WITH LPT4 OUTRIGGER 24"O.C.WITH LUS26 HGRS
AT 24"O.C.
METAL ROOFING WITH 1%y2"OSB SHTG(TYP.) INSULATED 12"CMU WALL
FULLY GROUTED oo AREA AROUND BEAM
PRE-ENGINEERED ROOF SHALL BE FULLY GROUTED
TRUSSES AT 24"O.C. EDGE NAILING—I 10d AT 4"O.C.
INTO BLKG p•-g•• BEAM FLANGE BOLTED TO o
EMBEDDEDANCHORS
2.6
BRACE AT rc
NAILING 6"-0"O.C.WITH �0'-8"� m
(8)16d o
1 0 2�/16.
0 0—
BLKG W/A35 AT 24"O.C. GABLE END TRUSS
0'7
-10"
2 MAX 0,MIN 3,•
EDGE NAILING 0•_18�4^ 1A
TYP. L
II rc
O'-18�4"�•I
0'-3"
5%"GWB
H2.5&A35
�7 PL.10 x8x Y2" PLAN V w z
GUTTER AT EACH TRUSS
&METAL 4-%"DIA.ANCHOR w
4z12 TREATED PLATE
FLASHING HGA10 BOLTS,7"EMBED
W13%'DIA.BOLTS AT ' w
#5 BAR AT AT BLKG m a
24"O.C.,EMBED 6"(MIN.) i
TOP OF WALL EDGE NAILING o i
(TYP.) 12"CMU WALL IA. I I (COMPOSITE DECKING ABOVE BEAM NOT SHOWN) m
(TYP.) w
DETAIL r3o
SCALE: 1 1/2"=1'-0" 50 S 2 w a a
12"CMU WALL
2x6 BLKG AT 4'-0"O.C.
(TYP J °
I L� WITH LUS26 AT EACH END
DETAIL DETAIL 2
6
SCALE: 1"=1'-0" 50 S 2 SCALE: 1"=1'-0" 50 S 2 &i
rn �
'�3a is
Q^� z
�i{c
� w 0
w n U
Z ;g m
C
m�N
fw w o to
�• a U
E to
e
#5@16"O.C.DOWELS 2x6 @ 4'-0"W/3-16d
W-BEAM FOR DECK CONNECTION TO WALL EACH END DTC EACH SIDE
OF TRUSS
0�314-
• • • •
N _ (MIN.)
0'-10" O O
m O
COPE FLANGE •-Q • • Z 0
TYP
P I _
1/4 0'-1%2"
BOTTOM CHORD 2#5 LINTEL REINF. Q LL i
- BOTTOM CHORD OF ROOF TRUSS >O >- ZO Ur co
METAL DECK OF ROOF TRUSS TRTD TOP PLATE Q
i #3 STIRRUPS @ 8" } O Z
� z
W BEAM >
3 PLATE CONNECTION Of 0 > w
a TO WALL SHALL BE CMU WALL = x 0 Q
SUPPORT ANGLE ALL AROUND W
c PER DETAIL S415/GS-8. PER DETAIL 1 FLU
UJ 0
0
rc = d W z
PL.4x6)4"WELDED TO BEAM • • LL Q O Q �J
w cl U
DIA.BOLTS 0 m
0 2#7 LINTEL REINF. in z
o (DECK SUPPORT BEAMS BEYOND NOT SHOWN) (TYPICAL AT NON-LOAD BEARING WALLS) O
w DETAIL 4 DETAIL 5 DETAIL 6 DETAIL 0
o SCALE: 3"=1'-0" 50 S 2 SCALE: 1 1/2"=V-0" 50 S 2 SCALE: 1 1/2"=1'-0" 50 S 3 SCALE: 1"=1'-0'
50S3
a
a
s
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a 5OS5
®S°hn bd Engineering 2016 All Rights R...,.d

F*
0'-,"
0'-3"
4
Iv—
U
O
L8x8xy2"WITH 2-3%a
DIA.BOLTS(TYP.)
i
STEEL COLUMN E.F.
EL.9'-91/2" HSS 8x8xYa' TYP. TRUSS CONNECTION
� PER DETAIL 1/GS-2
PRE-ENGINEERED
6x16 BEAM (TYP,) ROOF TRUSSES >
(TYP.) EL.8'-51/2"
12 m w
B 1 57 a
I
wz
DETAIL 1 TYP. ` 1.
3/16
SCALE: 1"=1'-0"
SIMP.HANGER w
MBHU5.50/14KT o a
EL.24'-9 1/2" o
STEEL COLUMN SECTION B TOP PLATEo
w
SCALE: 1"=1'-0" a
5055 Wtl
Qs
MBHU5.5/16KT
(CONFIRM PER
ROOF DESIGN)
PRE-ENGINEERED
ROOF N N
LINTEL PER
30
5 12 DETAIL S309/GS-7 d�fs2,J 0 W
EL.18'-6" �3N
BOT.OF CMU
^� Z
�i{c
w E
o
TOP PLATE Z M
1
V 0 =I-
d�
SECTION A EL.14'-0"
z -om
w t�
50$5 2ND FIN.FLR. a U
SCALE: 1/2"=1'-0" 50 S 2
LINTEL RUPS 2 5"O.C. 3
43 STIRRUPS AT 5"O.C. <
STAIR PER tIS130
o GENERAL
DETAILS GS-4 J
z U
o Q
> LL
Ozo U (n
y
w a w Q z J
L— 0 , � z Q
K O U O Q W
L_ W , 0
v W w U
L— r �
4-3/a"ANCHORS AT 1'-8"O.C., a O � � U
w_ 6"FROM CHANNEL EDGE L——) = [1- Lu Q Z
OL
L— 1n 2 IL U) z
HSS 8x8xY4" LL < OU Q J
o COLUMN
—� O
° 116 L_� X z m
o GENIR-R 130 1 L--) S116 0
GS-4
w DETAILS GS-4 50 S 3 3 L—� GS-4 O
°a
o EL.+0'-0" EL.+0'-0"
d da
d.
da
PROJECT: DA592013.00
SUPPORT PAD PER GENERAL L_J SECTION B DATE: 12/23/2020
DETAILS&CIVIL DRAWINGS
SCALE: 1/2"=1'-0" 50 S 2 SHEET
a 50S6
O Sch"bd Engineering 2016 All Rights R...,.d

I I
I I - o
rc
m
I I o
-Ti
LIE I I I I
I I I I
I I z
a �
V
w
m�
I o
o_
12"TT 11
0
z
wU Q
a"D a q
50M5
4"OF8 oz a y
______
1 2" ifs o�
PIPE SUPPORT
01-3" 2-1/2"SWP 8 GM-4 (TYP) _________________ i�3a LS
2'-6" ~
6"SWP 8 3'-0" ___________
___________
_ n
II II II II II II �--------------
i
c
- t t = w E
w n U
0 ��N
fw Z vn�
SO M 4 I/ 2 D 8 BUTTERFLY VALVE SORTING 1 2"D 8 �N U w r'n`a t
(TYP) TABLE 50 M 8.1 O O O o o SS PERFORATED FLOOR _• 2 y
j EA BASKET DRAIN STRAINER OR EQUAL
12"TT 11 I BY DRAINNET OR EQUAL e
j CONTROL PANEL
I
TO TRANSFER
TRUCK
3 a^D s
50 M 8 UTILITY SINK W/
o DRAIN BOARD
H
HB-1 O
1^GWP 8 0771 _ z
0'-10" O Z Z J
w Q
>- ° o U w
� I 1a'-a"
w o Z cl�
o = w J
N a o = o
SORTING AREA PLAN 1� ® Iz ° a
$ SCALE:% = -0" � 0 00 O
I
o m L7
o O
w
I
I
o j
a
0
�. PROJECT: DA592013.00
DATE: 12/23/2020
C
SHEET
50M1
O Sch-bd Engineering 2016 All Rights R.-7

0
rc
U
O
K
a N
246 wo
z
m� w
o
3 0" a
wU Q
— —
6"SW 7
SEE 50 M 9 FOR FISH 1 6" 3 0"
--- ---- — -----�
LIFT SYSTEM PIPING � \` 5-0" �ypdP o�
di z n
u n O U N
1 WHEELED 7 I ,/ I 3'-0"
50 M 5 CART 50 M 8 12"TT 11 I I ------
8"D 8 TO EA BASKET I / I _ GC-4 VALVE VAULT
RETURN PIPE
1- ___________+
2"SWP 8
- om E
6"SWP 8 --------------
I - - - -
= Z m
L------------------
I Z 5 t c
50M4 I I
2"GWP 8 ) I I L------------------L__El
w
I I
UTILITY _____________________- UP
WATER PUMPS
Em
\-__________________i/
PATHOLOGY/ �'m
50 M 8 WORKTABLE
o O 6 SS PERFORATED FLOOR
q Gyyp g DRAIN TO DRAIN STRAINER#PPDN40S
FLOOR TRENCH TEMPORARY Z
50 M$ BY DRAINNET OR EQUAL
BUCKET STORAGE O z
CARCASS TOTE I ~
Q PROVIDED BY OWNER >- J
SPAWNING 6"D 8 Z Z O J
y TABLE 50 M$ r 1"GWP 8 \/ 50 M$ UTILITY SINK W/ O 0' U LLI
z
--------------- ---------- \ DRAIN BOARD O
HB-1 o I W U Z
o Z W Q Q
= a w U Z
Lzoa 2
14'-4" LL
cl O
O 0-
X in �
0 O
w N
SPAWNING AREA PLAN
SCALE:3/8"=V-0"
s
PROJECT: DA592013.00
DATE: 12/23/2020
C
SHEET
50M2
0 Sch-bd Engineering 2016 All Rights Res 7

A II
II
LL
�u� z
L'J C. - -- N❑ - 22.5° 8'-0" q
B -- qs° °
FF EL 1724.00'
-a 12"DIA LAY FA
/ HOSE WITH 5'LET
NGTH
(TYP)
1 ;
3
2'_0" _
(NP) --- m
TOC EL 1,713.10' o w z
L —
\\JI a
--- - - - - - — ----- _-_-__-_- -—-—-—- —- w
z
FF EL 1710.00' m w
FLEXIBLE HOSE NOTE 1 i o o
SECTION TO SPAWNING BELOW TO RACEWAYS DN 0'-2"(TYP)
SEE 50 M 4
j CAST TRANSFER TUBE o
PIPING THROUGH a
RACEWAY WALLS
m �
I � ~
wU
o
I SECTION A
i�
SCALE: 3/16"=1'-0"
ROTATING PIPE 1 6„ o5yz2 a ,di
j SUPPORT AND WENCH 1'-0" N `�
n
8'0" TOC EL 1,713.10' ,fi22� o
N
PIPE LOCATION 1'-011 s��3N 0
TRANSFER TUBE PIPING PLAN THROUGH WALLL ,
2,_0.
SCALE:3/16"_�,-0„ ® ea TYp �P) L G o o CD
z
2 3 /-- --•-` '` 1A14 FF EL 1724.00' 1'-6"(TYP EA WAY c -
_______ _________________ _ __ _ _T___________
J w nU
SEE DETAIL 1
c
'i SEE DETAIL 2 �
U m3 R N
Z
woc
3�4. � w c t
11'-4 12 1013/16" 5,-0„ "a w
E
RACEWAY 3
WALL <
SEE DETAIL 3
+ FF EL 1710.00'
1 fi P)
,._6..�
Cn
0
SECTION a SECTION c o
SCALE: 3/16"=V-0" SCALE: 3/8"=1'-0" Z
C4x7.2s O U
RACEWAY (TYP) H
Lu
WALL 1/4 P. O Z Z �
8 W ¢a J 06
12"DIA x Y2"U-BOLTS g Q z
(TYP OF 6) OU O U J
12"DIA 12"DIA 1'_6�. = W Q
c TRANSFER TUBE TRANSFERTUBE p U W
gU 12"DIA TRANSFER F = LLI
C6x13 x 1'-6" C6x13 x 1'E" TUBES Q O (� m
uuu
(TYP OF 3) ........................... ....................... ............. (TYP)
i (TYP OF 3) 45° = O Lu
Lu w
12"U-BOLT,Yz"DIA 12"U-BOLT,Y2"DIA d
W/%"NEOPRENE 22.5° RENE 0"x10"xYi'PL W/4%2" LL �p
SLEEVE W/Ya NE SRENE
LEEVE DIA NELSON STUDS O — w
3 TYP. U
(TYP OF 2) m �
°m 1A X
0 12")0%"x10'_2"PL a 0,-6" 1-101
'-6" O Cn
12"x3/a'x 10'-2"PL 1"GROUT PAD z
NOTES: a° (TYP) Q
/a DIA SS Ya"GUSSET PL
MASONRY ANCHOR 0'-1"
0 1. SLOPE PIPES PER ENGINEERS DIRECTIVE. TYP (TYP OF 12)
3/a"DIA SS _0" ~
,/q MASONRY ANCHOR a #5@12"O.C.E.W. 1
0 2. RESTRAIN ALL BELL&SPIGOT JOINTS WITH 2 PVC ROMAGRIPS AND GALVANIZED RESTRAINT RODS. (TYP OF 12) 11/2
3. GALVENIZE ALL PIPE SUPPORTS AFTER FABRICATION. Ya"GUSSET PL TYP. 1/4 0'-8"
6'-5"
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, DETAIL 1 DETAIL 2 DETAIL r3 PROJECT: DA592013.00
$ CORNERS,PROTRUSIONS OR MISC.BURRS SHALL BE ROUNDED/GROUND SMOOTH TO AVOID INJURY TO FISH. SCALE: 3/4"=1'-O" _ SCALE: 3/4"=1'-0" _ SCALE: 3/4"=1'-0" DATE: 12/23/2020
ANY FUSED PIPE JOINTS SHALL BE GROUND SMOOTH IN THE FIELD AFTER CONSTRUCTION.
SHEET
50M3
0 Sch-bd Engineering 2016 All Rights R...,.d

OPENING IN WALL
FOR EA BASKET
0
rc
U
O
12"TT 11 V-50.36 TO FEMALE TO MALE
TO TRANSFER TANK TANK TO RWY 6 TO RWY 5 TO RWY 4 TO RWY 3 TO RWY 2 TO RWY 1
TRUCK
ELECTROANESTHESIA
SCH 80 PVC GATE VALVE BASKET W/HINGED-SIDE
w
WSE 1�4OF
0' 2'-0" WSE 1,726.00' RELEASE TO BE DESIGNED
(TYP) �i� BY SMITH ROOT
a, III b SCH 80 PVC
8 4"OF 8 GATE VALVE
2-1/2"SWP 8 III I I
---------- _—
\ _ _ _—_—_ _�_—_—_—_ _ _—_—_�_
F 2"D S F F IE 1,724.08' 2"D 8 2-1/2"SWP 8 \v1
FF EL 1,724.00' ° 0
I w
2-1/2"SWP 8 3'
1 (TYP OF 8) V-50.19-V-50.26 o
4"\ I D 8
6"SWP 8 a
\y 12"TT 11
12"TT 11 TO SPAWNING TO SPAWNING
FROM TO SPAWNING
SPAWNING SECTION ,4
SCALE: 1/2"=1'-0" 50 M 1 yob p� o
FROM FROM "'oyd m
FROM
TO SORTING SORTING SORTING �s e�
SORTING
12"TT 11 \
12"TT 11 \ T �^C9
� � E
w n U
FALSE FLOOR Z M
FRAMING d —
SEE50M6 4 D 8 f•C� N d
V�� t
i
p_g a ct
t 12"TT N
SWP 8 RETURN PIPE
6"
V-50.16 TO EA BASS KET <
V-50.15 2'-6"
I I I I
30
o — 0'-6"
vFF EL 1,710.00, FF EL 1,710.00'
4"OF 8 4"OF 8 O Z Z z
_L 4'-0" 2"GWP 8 w - W Q (�
SURFACE— -—-—- -
0 U
WATER —I— > 0 Q Z
FALSE FLOOR OfU
° 6"SWP 8 2 SWP 8 SEE 50 M 7 = W 0 Q Q
IE 1,707.42' F ?: qj _ 0 ~
- - - - = a
U C� W
— — — — — — — a og
O O
X v,
0 4D8 4"OF8 4D8 O
— —
aTO DRAIN r ------------_ _ _ _------------ —
o
a SLOPE TO MH PER IE 1,702.17'
CIVIL YARD PIPING
SECTION B
SCALE: 1/2"=1'-0" 50 M 2
PROJECT: DA592013.00
DATE: 12/23/2020
C
SHEET
50M4
®Schnabel Engineering 2016 All Rights Res 7

B TRANSFERTUBES `+
(TYP)
a -
0'-8" 6'-4" 6'-4" 0'-8"
12"TT 7 TO DRAIN f 4
rc
m
4"OF 8 2-1/2"SWP 7 0
IE 1,726.00' V-50.17 V-50.18
p BUTTERFLY VALVE
j
2'-6" 4"D 8 4"OF 8 0,-4„
FROM UTILITY
PUMPS
a N
IE 1,724.08' T • ___ ___ 274-"x2-"REDUCER
A w
0'-9" 2-1/2"SWP 8 2"SWP 8
w i
2"GWP 8 4 a i
4
I a m w
a a 122 �0'4" 0'-6„ oPIPE SUPPORT TO SPAWNING ' - (TYP EA.PIPE) _ _—_ _ _ _—_—_—_—_ 08—_—_—_—_ _ _ _—_—_—_—_—_—_ _—_—_—_ _ _FROM UTILITY EMPORARY
PUMPS BUCKET STORAGE wU F
TO DRAIN AND SINK m y
SECTION A 0._g" 2"SWP 8 0
4"GWP 8 41.x2" 41"x2•
SCALE: 3/4"=1'-0" 50 M 1 REDUCER TEE REDUCER TEE
DETAIL
SCALE: 314"=1'-0"
r
rn e
TO DRAIN TO DRAIN �fsi�3N oe'
FROM SORTING
0'-7" ^c
4"D8
w n U
V-50.7&V-50.8
12"TT 11 V-50.15&V-50.16 � Z m e
n N
Z
3'-0" fw m
< o y t c
I
I III
�I a t
- U
0
IE 1 710.00' 3
(TYP OF 2 OVERFLOWS) ' d c'a
0'-7" 2'-10" 01-7-
77 FF EL 1,710.00' FF EL 1,710.00'
I I II
I
I, I
4"OF 8 4"OF 8 2"SWP 8
o IE 1,707.58' V-10"
N a_a
42 Z
2,SWP 8
o �
IE 1,707.58' 'a" > }
Z
w " 4„GWP 8 Z Q O J z Q
IE 1,70 i.67' tjW a O s ~
} O U Q
�
� o
w z cn �
IE 1,705.67' 2"GWP 8 q„D 8 Q O a U Ur Z
L — — IE 1,704.54' = O ILL
Lu Z O
o Ov W
3 4"D 8 V-50.18 O O (n
o IE 1,704.54' X c/)
0
O
WI 8"D 8
a © I IE 1,702.17'
0
a
0
IE 1,702.25'
SECTION C
SECTION fn
SCALE: 3/4"=1'-0" _ PROJECT: DA592013.00
SCALE: 3/4"=1'-0"
DATE: 12/23/2020
C
SHEET
50M5
O Sch-bd Engineering 2016 All Rights R...,.d

2_5^ DIMENSIONS SYMMETRIC B TRANSFER TUBES B
11 13 13 g ABOUT CENTERLINE - %"PL (TYP) DIMENSIONS 0'-107 ABOUT CENTERLINE
SYMTRIC _
1'-6/s" 0'-2 /8' 0'-2 /s" o'-1/1s'� o,_97/1s, /s"
Li
0'-97/6"
1'-511/16" 0'-53�4" " o
2,_215�s, II II
IIII III - 31yl6. 31yl6.
� a'HSS
5 1'-45�6"8
III II III ( PRE ROPE III IIII
3_8%L5"x Yz'xY" 4 10" 5'-0" TM )
(D
L3Y"x 3YV" o'-73/4
4 11�
0,-,3%,- 441111111iiii Hill 'I
E Ell 0
12,_8„ 1,_378, 1,-37�8" 1'-V/8.' o'-51/4.'
ATTACH FRAMEWORK TO WALL N N WIRE ROPE DRUM a y
X 6"L EXPANSION ANCHORS FALSE FLOOR 5.5"PD 7 TURNS MINIMUM -
4 PER ATTACHEMENT FRAMING PLAN ® 7a�
SCALE:1 V-0" FLOOR LIFT MOTOR o
"= LIFT PLAN 50RPM
L7X4X/2(TYP) SCALE:1"=V-0" 40:1 GEARBOX WITH 240 FT-LB CAPACITY
TRANSFER TUBES MOUNTED BEARING
(TYP) r i�
w E
4"X4"X
RUBBER TANK %4'
0
�w n U
STOP HSS FRAMING Z m°'or)ONLYOONRINSIDE = Na
(NP) 2-1/2"SCH80 PIPE
46"
TANK COVER
SS TANK COVER HSS FRAMING SEE 50 M 7
CATCH WITH
RUBBER STOP
ON OUTSIDE SS TANK COVER CATCH I I 8-6�0
(TYP) WITH RUBBER STOP
SOUTHCO P/N M5-10-262-8
PL 6"x6")t3%" I I '
(TYP OF 6) �LLaje PL
o - - -- --�-- - - I I z °o
I � J
- - -- - - -- I o z
o z w cn
w a- w Q J O
o ° —TANK COVER 2 °° a d 3 0 = W Q Y LLI
(TYP OF 2) 50 M 7 a d F w = z O7
--- - --- - --- - � O a w W ~
w = d Q
FINISHED FLOOR °1 3: 0 00 z a
3 ( o o O
in
o ` -- - - -SZ- - -- — n n O Q
a d c/)
a FALSE FLOOR a FINISHED FLOOR
o (TYP OF 2) 50 M 7
a
Qa d a
g NOTES: SECTION a SECTION B PROJECT: DA592013.00
1. FALSE FLOOR LIFT STRUCTURAL FRAMEWORK COATING
SHALL MATCH METAL FRAME BUILDING COATINGS. SCALE: 1"=V-0" _ SCALE: 1"=V-0" _ DATE: 12/23/2020
c'
SHEET
50M6
®Sch-bd Engineering 2016 All Rights R...,.d

C
TANK WIDTH 0'-4" "91 1'-1 Y8'PLATE
2 OPENING
d ad d a4
OO 4'_11" OO 10
OO a
-- --------
I o's%4'1 1 1 I O
1'21S I ATTACH LID TO WALL I 11'-3�q" 1 1
/16 i i %"BOLTS 4 PLACES I I I I
d BASE PL FOR WHEEL MOUNT i t III I I PIPE I I rc
a I L2X2XY" III CUTOUTFOR 1 w
L3x3)"" (TYP EACH CORNER) I I III I 1 1
(TYP OF 6) 4 I-1--------- ----I�------- LI--
0 DRILL HOLE AND WELD O L 0 m w
000 Yz''SCH80 PIPE PIECE -------------- --- ---- ---- -------- m a N
d 0p o0 IN CORNERS II rl
0 o 0o0 0 (TYP OF 4) III I RU-6%2" 1 1 w z
o 00.0 0°
- - - 00 000 3-11 3 8" III I 1 1 v w
°00
°0 o I 3x 12"HINGES
000 0°0 1 i SPACED EVENLY: o
OpOpo V 1 I (NOTE6) I
I1 I 11
jI I
l B ii l
II i SS COVER y
I 1 1 0
CATCH I L1 x1 xYe' 1 1 W z
(TYP) I
LD 11 I SS HANDLE 1 1
a 000°000000 000o0 000 6„ I1 I (NOTE 5) 11
0'-/a" o0 00 °oo °0 00 °oo °o I1
(TYP) o oo°0 0 00 0 0 0 00°0 0 0°0 0 0 00°o (TYP)
:2-0 00°0°00 00°0°00 000 oo°o°po°O ----------------1L— ----- --------
0 0 0 — 0'-2 ------ --
----------------- ------- -------- pzO n
(TYP) a TYP O O
Ta O
"PUNCH PLATE 4 d a d d 2'3�q" a d a d d s�3a o� LS
Y2"DIA HOLES Q
-
40%OPEN AREA 4
Q 4'-5Y2' a
FALSE FLOOR 1 (TYP) .Q c
� w o
1'SCALE: 1-1/2"= -0° so M s TANK COVER 2 C Z m m m
SCALE: 1-1/2"=V-0"
fw w o m
fi'SS RIVET Ya"SS WIRE ROPE • a N
STAGGERED 3
(NOTE 7)
Y."PLATE 0,-0�2" Ye'PUNCH PLATE
L3x3xY4'
COPE
o YB'PUNCH PLATE L,x1x1/8'RIB 0'-2" a Yi'WELDED
IN SS PIPE PIECE
o 2'_7" yam" L,xlxY8' 0'-0�2' WELDED IN EACH CORNER O
PL p 0
a a F=
d 4 DOUBLE BRONZE NUT j y L.L
Iil jj z LLI
w I SECTION B Y2"DIAX4"SWAGE z Q U J CA
t? O I O SCALE: 6"=1'-0" _ SS STUD FOR Ya"CABLE O K U -J
3 J U K U J_
o CENTERING WHEELS %"CORNER BASE PL W Z LL Q
(TYP OF 2 EACH CORNER) (TYP EACH CORNER) U w uJ Q Z F
SECTION /' T3"DIA NYLON Q O 0= -) Q LLI
SCALE: 1-1/2"=1'-0" _ FIXED CENTERING WHEEL = p a Lu ~
HINGE(NOTE 6) U) 2 0- 0
COPE 1-1x1x%"RIB FE p OU Z
o Y"PLATE 0 z
in
o O Q
NOTES: DETAIL 3 0-
w 1. LID MATERIAL IS ALUMINUM 5052 UNO.NO OTHER GRADES ACCEPTED. %s'SS RIVET c/)
a 2. FALSE FLOOR MATERIAL IS T304 SS. STAGGERED SCALE: 6"=1'-0" _
3. RADIUS ALL CORNERS 1"MINIMUM SUCH THAT THEY ARE SMOOTH AND FREE FROM BURRS AND 2" a
o /s"SS RIVET
a ANY SHARP EDGE BEFORE ANODIZING.
4. POWDER COAT ALUMINUM TANK COVER WITH SUPER DURABLE POLYESTER POWDER COATING: L2x2xY" L1xW/8"
SYSTEM 5-POLYESTER TGIC. OWNER SELECTED COLOR,SMOOTH TEXTURE,FLAT FINISH,5 MIL
THICKNESS.
a 5. ALL HANDLES SHALL BE MCMASTER-CARR 5185A1.ATTACH TO LIDS WITH%fi'SS RIVETS.WRAP SECTION C
HANDLE WITH RUBBER TO PROTECT HANDLE FROM CHIPPING PAINT. PROJECT: DA592013.00
6. ALL HINGES SHALL BE MCMASTER-CARR 1582A256,12"LONG. SCALE: 6"=V-0" _
7. ALL ALUMINUM TO ALUMINUM CONNECTIONS SHALL USE 3/s"SS RIVETS,6"ON CENTER,STAGGERED DATE: 12/23/2020
6"FROM CENTER ON EACH SIDE UNO. SHEET
a
50M7
®Sch-bd Engineering 2016 All Rights R...,.d

0
CUT OUT FOR UTILITY
SINK(SEE 50 P 3)
8,_01. 101_01, o
10"
DIA
CU
0'-10" CUT OUT
I_.
2 0" IE � 0 10 -L I I I I w
rc
m hs UTILITY SINK TABLE PLAN 4 SPAWNING TABLE PLAN 5 PATHOLOGY TABLE PLAN
wo
50 M 1 SCALE:Y2"=1'-0" 50 M 2 SCALE:Y2"=V-0" 50 M 2 SCALE:Y2"=1'-0"
w
0
BACKSPLASH w
K
0-4 oa a
SLOPE SLOPE -
2'-8" 2'-8"
WHEELS WHEELS
(TYP) (TYP)
y5
TABLE LEGS AND TABLE LEGS AND
TABLE LEGS AND BRACING BY BRACING BY
UTILITY SINK TABLE BRACING BY SPAWNING TABLE MANUFACTURER PATHOLOGY TABLE MANUFACTURER
MANUFACTURER ELEVATION ELEVATION
ELEVATION
SCALE:Y2"=1'-0" SCALE:Y2"=1'-0" SCALE:Y2"=1'-0"
Q^� z
�i{c
� w 0
'1' n U
Z ;g 0
TEMPORARY
ST MANUAL LABORATORY WATER
BUC�ET ORAGE - d N
VALVE MODEL LW3-ALL BY CHICAGO u U' m n N
CUT OUT FOR UTILITY 10'-10" -----------IOD-- 2:- � FAUCETS OR EQUAL.MOUNT :d
THROUGH TABLE BACKSPLASH y t c
SINK(SEE 50 P 3) a v
4,_9„ 5'-10" 0'-3"
- _ 2"STANDPIPE TO a
DRAIN TRENCH T-0----jcr
o
-
2-6
/ '-�• BALL VALVE(TYP)
H A I I
u
3q"DIA PIPE OPENING 0,_3„ 00 PRV S2 Ps :___________ CHECK VALVE
s INCUBATION WORK-UP TABLE PLAN WHEELED CART PLAN CIRCUIT SETTER /
50 M 2 SCALE:Y2'=1'-0" SET AT 10 GPM
50 M 2 SCALE:Yi'=1'-0"
z
O
1Y4"IOD(17)TYPE 17 MATERIALS H
za TEFLON HOSE FOR ALL IOD PIPING j } z_
TO TANK z Q
0'-2"LIP z0 J >z
2 - w D- O
i . BACKSPLASH >- O K U Q
0'4" GOULDS MODEL 18V PUMP K U O O- (n
UW p Q (n J
�
SLOPE V-4" IODAPHOR MIXING TANKS 10 GAL. Q O K C (7 ~____________________" SLOPE WHEELS = D- LLJ
i - 1"RADI PS 2'-S" (TYP) LLDPE TANK WITH 3/y"BOTTOM OUTLET = p d LLJ z
r RY ) ANDW LID 123%'DIAx217/8"HIGH. = d
w TABLE LEGS AND BRACING TAMICO INDUSTRIES 3480 OR EQUAL 0
cl 0
L_____ ___ BY MANUFACTURER
WHEELED CART m O
$ INCUBATION WORK-UP ELEVATION s IODAPHOR MIXING ISOMETRIC o
SYSTEM DBE OW TABLE ELEVATION SCALE:Y2"=1'-0" SCALE:NTS
SCALE:Y2"=1'-0"
a
0
s
NOTES: PROJECT: DA592013.00
1. ALL WORKTABLES SHALL BE CONSTRUCTED OF 18 GAUGE SS. DATE: 12/23/2020
SHEET
50M8
Sch-bd Engineering 2016 All Rights Res 7

�,P. 112.5°
1/4 B
n\ 135°VB.CK�PLA
0,5" m
12"TT 7 LIP o
A
TRANSFER TUBES B 3/a"SWP PIPE ROUTED W/ ALTERNOTHER PERNIPE EVERYTE 25°
(TYP OF S) VALVE AT FRONT OF TABLE °e
TEMPORARY DRAIN WELDED WYE CONNECTION AT w HOLDING TANK 1 SPRING LINE OF PIPE COPE 2Yz'SS
PIPE TO MATCH INTERNAL 12"DIA PIPE
*----------------------"'------ - RADIUS FOR SMOOTH TRANSITION
2'-8-
2-1/2"SWP
7
z
SLOPE 4'-0" w
SQUARE ADJUSTABLE
It
n 1 L TABLE LEGS&BRACING i
BY MANUFACTURER _ m
16-8" 5'-0" 1'-0" °-,
o
TEMPORARY SECTION A
a
HOLDING TANK 2 r, a
SCALE: 1^=1'-0"
SORTING TABLE PLAN
OPENING FOR BIOMARK MEASURING o
50 M 1 SCALE:%2"=V-0" BOARD&PIT ANTENNA.COORDINATE
DEPTH&WIDTH W/MFR.
N � N
r
BACKSPLASH HINGED TABLE TOP
(TYP OF 1 TEMPORARY
HOLDING TANK) PIPE ALONG FRONT
MIDSPAN EDGE FOR HANDLE
L4(TYPy) SUPPORTS A,
^W Z
TORSION SPRING ON HINGE ___ •V w s E
L n U
EA BASKET TO PROVIDE LIFTING FORCE � � ,m�
BY OTHERS OF LESS THAN 25 LBS. - Z c
dv N
4"OF 7 2-1/2"SWP 7 V Z a)N..)
o
0'-6" w t c
4"OF 7 TYP> a c
1/4 2'_0"
TRANSFER TUBES
6'-4" TYP (TYP OF 8) 4"OF 7 EXTERIOR(TYP) <
SS C4x5.4 ALONG TANK ;
i COORDINATE WALL OPENING Ya"TYPE 304 SS PL 0'-9" 0'-91/2"
1'-6" 0.5 1 j LOCATION WITH EA BASKET
BACK P SH LIP ; 1 MANUFACTURER
i
O'-113�4" ';"{ SLOPE +'�'�' %"DIA ADHESIVE ANCHOR
SLOPE > �� ti TO MASONRY WALL
0 0.
2'-0 SQUARE SQUARE ADJUSTABLE " 2'-0" SECTION B
0 1'-7" TO INVERT TABLE LEGS&BRACING TO INVERT 3/4"SWP 7 SCALE: 1"=1'-O" _
BY MANUFACTURER 0'-9" TYP EA SIDE Z
( ) O
2-1/2"SWP 7 2-1/2"SWP 7 Q z
2"D 7 2"D 7 TEMPORARY > }
HOLDING TANK Z p Z
TEMPORARY Z Q J
HOLDING TANK 1 W H Q —
SORTING TABLE ELEVATION >- o o U
o SCALE:%p"=1'-0" 06
PIPE ID+6"DIA U W Q Q
= a U U W
_ xoow- LU Z p
cl oC-)
o O
o Y2"DIA SS MACHINE in (n
® \ SCREWS W/WASHER X
0
(TYP OF 8)
w
3
°a NOTES: COPE TABLE SURFACE
0
0 1. SORTING TABLE SHALL BE CONSTRUCTED OF 11 GAUGE SS.
2. TABLE MAY BE FABRICATED IN SECTIONS AND FULLY ASSEMBLED DETAIL 1
ONSITE.ALL ASSEMBLY WELDS SHALL BE GRINDED SMOOTH.
a SCALE: 1"=V-0"
8 3. RADIUS ALL CORNERS.FINISHED TABLE SURFACE MUST BE SMOOTH PROJECT: DA592013.00
AND FREE OF ALL HARSH,SHARP EDGES OR OTHER POTENTIALLY
HARMFUL AREAS. DATE: 12/23/2020
SHEET
50 M 8.1
0 Sch-bd Engineering 2016 All Rights R...,.d

2 FALSE WEIR SEE 50 M 10
_ SLIDE GATE ANCHOR BAR GRATING IN PLACE FOR WIRE
(TYP OF 2) WITH TAB ON EACH AND WITH ROPE
ADJUSTABLE 21,"BUTTON HEAD SCREWS
3/16"SS ADJUSTABLE
0'-1�2' p_11/2" GUIDE VANES(NOTE 1) GUIDE VANES 0 21 5/g'CIA
1/4"RADIUS y2
BACKUP SLIDE SLIDE GATE LIFTING
I ° ° HOLES
i 0'-2" TOC 1,713.10' GATE SLOT SLOT
2'-0" �0,_1�q"SLOT 0'0�4,� 0'-2"
0'-4'
%X5"LONG 0'-5" 1'-4y2"
1-8" p•_6" SS HCA AT _1_8 I -
La 8„OC(TYP) 0'-J..
o
CHANNEL EMBED o m o
C
8"SW 7
o a
0'-4" 3/4"RADIUS �j V
(TYP ALL CORNERS) o w
w
z
2xy4x%8'OC BAR 3/16"SS BENT PL a a _' i
SPACING SS GRATING (TYP)(NOTE 2) FROM AERATION � 1/4"RADIUS _ w
TOWER CORNERS a
°
(TYP)
FALSE WEIR
SCALE: 1-1/2"=1'-0" a a
1"THICK UHMW
PERFORATED WITH °
%"CIA HOLES AND
40%OPEN AREA 0
FALSE WEIR- O 0
FROM DRAIN 0 6 5 0 I 0
AERATION V-50.3 - NORMgL \ o
TOWER A WSEL J 0 T-0„ ;✓�`2 � o -�
4"D 13 a 0 0 V+fsd rn o�
2'-6"LOWER 0 �3N
J / PIPE EL.TO BE DETERMINED 8 SW 7 WSEL DURING 0
r i BY OWNER AFTER RECEIVING IE 1,703.10' CROWDING
I I EA BASKET DESIGN FROM AERATION C�
2_0" TOWER z
DRILL AND TAP CAST NYLON
TO RECEIVE 1/2"-13 X 1%"SS y_p"
CAP SCREW AT 6"O.C. I I �i I01 a (� w E
o
C3X5 NON-TAPERED SS i 4"OF 13 z o c
CHANNEL WITH 3/8x 5" i�i�i� RWY WALL TO DRAIN
LONG HCA AT 10"O.C. a P-31/2"
EA BASKET z m g c
�� w mat
78"SW 13 0 w
a Q 30
3
BRAIL 6'-1"
a. T SEE 50 M 12 0
� FALSE WEIR 8"SW 7 a a FROM 0
AND SLIDE GATE ( f AERATION 0
-- --j------ q D 13 TOWER
----
f FROM IE 1,698.93 0 C
AERATION
---- --+--------®- TOWER TO DRAIN 0 0
12"SW 1 0 0
4"SW 7L IE 1,699.10'
o V-50.4 1-11" IE 1,698.93
EA BASKET DESIGNED q"SV,/ 1 FROM AERATION z W
BY MANUFACTURER ----------- -- ---- TOWER 2'-2y2' O �
U
------------- SEE STRUCTURAL�i ~
w �o's"�-- z'-o"� r=W�
-0" DWGS. a SLIDE GATE 2 ° z o J U) O
SCALE: 1-1/2"=1_0" w a- Q u H
I I V-50.5 w Z Q TO DRAIN = W
o (D w
v w z
I I ® H- _
2-0.. a Q O �
_ S O Lu d Lu _j Q
a IE 1,695.35 U) = d O z
- ------------ LL Q O
�-_----_-----_--- _ _ SECTION a o � = Q
w 4"OF 1
3 -�----- 0,-6„ SCALE: 3/4„=1,_0„ m J
x D
0
FISH LIFT FRAMING 4'-0" 3'-0" NOTES: O 0
(SEE 50 M 10) 4"D 13
3 1. VANES SHALL BE PINNED AT EACH END TO COMMON SIDE PLATES
°a THAT ALLOW THE VANES TO ROTATE FROM FULLY VERTICAL TO t 60°.
i TO DRAIN PINNED CONNECTION SHALL INCLUDE A LOCKNUT THAT SECURES ALL
o N VANES AT THE SAME ANGLE.
2. ALL WELDS ON FABRICATION SHALL BE 1/8"FILLET WELD UNO.
LIFT SYSTEM PIPING PLAN
a 3. FURNISH TWO SLIDE GATES.
SCALE:3/4"=V-0"
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a
50M9
®S°hn bd Engineering 2016 All Rights R...,.

a
EA BASKET PULLEY SYSTEM
WALLATTACHMENT
BRACKET
L8X4Xy,
(TYP OF 2) T-4"
V-8%" 1'-C
o
a
O
FISH LIFT FRAMING ti
MOUNTED DYNEEMA SEE 50 M 11
ROPEEY
FOR
BACK-UP
SLIDE GATE
= WIRE ROPE DRUM
v 7"PD
M 5/16"STAINLESS STEEL—""
TEEL 10 TURN MINIMUM
\ WIRE ROPE
SLIDE GATE
PULLEY SYSTEM rc
DYNEEMA ROPE
CONTED TO
ROLS
CONTROL STATION u
IN SORTING
BRAIL LIFT SYSTEMILL
A a
a z
2j L
CLOSED SWAGED
SOCKET
z.
o
i>
Y2"-13 SS TURNBUCKLE
::
6"LENGTH w
OPEN ENDS WITH PIN
1w
ATTACH TURNBUCKLE oz
TO PICKING EYE ON BRAIL
SEE 50M 12
BRAIL WIRE ROPE SCHEMATIC
SCALE:NTS oP
T
BASE PIL
(TYP OF 6) FISH LIFT FRAMING PLAN �,//j�■■■��/-\ ��a w
BACK-UP SLIDE GATE-------- 1' V/
SCALE:3/4"= -0"
�(7
Q� z
BRAILLIFTMOTOR -
5HP 1750RPM
D2"LIFT DRIVE SHAF BRAI L LIFT RIGHT ANGLE GEAR REDUCER
T = Z
m 01
(TYP OF 2 EA) 60:1 RATIO N 4 r
700 FT-LB OUTPUT TORQUE CAPACITY = — m n N
WIRE ROPE DRUM f•0
C15X33.9 NON-TAPERED 7"PD U Z h w d
SLIDE GATE 1/4"STAINLESS STEEL 10 TURN MINIMUM ff/w�
SEE 50 M 9 SHAFT(TYP OF 2 EA)COUPLING WIRE ROPE v,w y d L
C
_
� N
BRAIL LIFT 3
L9X4X% WIRE ROPE DRUM e
(TYP OF 6EA) 7"PD
10 TURN MINIMUM
MOUNTED BALL BEARING (TYP OF 2 EA)
FALSE WEIR (TYP OF 4 EA) I CLOSED SWAGED
SEE 50 M9
(NOTE 1) SOCKET
SLIDE GATE LIFT SLIDE GATE LIFT RIGHT ANGLE GEAR REDUCER
T.a WIRE ROPE DRUM 60:1 RATIO SS WIRE ROPE THIMBLE
10 PD 90 FT-LB OUTPUT TORQUE CAPACITY AND CLAMPS
1 TURN MINIMUM
(TYP OF 4EA)
EA BASKET
(BY MANUFACTURER)
Z
MOUNTED BALL BEARING SLIDE GATE LIFT MOTOR
3/4HP 175ORPM
(TYP OF 2 EA) 1/2"SS SHACKLE H- O
o (TYP OF 3EA) ] }
STAINLESS
z Q O J
E STAINLESS STEEL d O °ZS
ILLw WIRE ROPE � Q z
LU o Z a
x W J Q
w Q 0 of _ LL
� U
xa LL
J w
xOD_ w J
mxa- g
ILL 0
o
SLIDE GATE WIRE ROPE SCHEMATIC
0
y SCALE:NTS m
° BRAIL x
SEE 50M 12
a
E
w
z NOTES:
w
1. PROVIDE TWO SLIDE GATES.ONE PRIMARY GATE AND ONE
EA BASKET MANUAL BACKUP GATE WITH 1/4"DYNEEMA ROPE ROUTED
N PULLEY SYSTEM DESIGNED Y TO CONTROL STATION IN SORTING.
FISH LIFT PULLEY PLAN MANUFACTUBRER
FISH LIFT ISOMETRIC 2. SHOP MEASURE TO DETERMINE WIRE ROPE LENGTHS. PROJECT:DA592013.00
SCALE:3/4"=1'-0"
SCALE:NTS 3. FISH LIFT STRUCTURAL FRAMEWORK COATING SHALL
MATCH METAL FRAME BUILDING COATINGS. DATE: 12/23/2020
SHEET
50 M 10
®Schnabel Engineering 2016 All Rlgh[Reserved

0
rc
U
3'-6%2" o
ATTACH BRACKET TO WALL
WITH ADHESIVE ANCHORS
x 6"L
(2 PER ATTACHMENT)
w
OPENING IN WALL
FOR EA BASKET WALL PENETRATION 4'-6"
ON NEAR SIDE FOR BACK-UP SLIDE o
6-0" — GATE ROPE ROUTING
SEE 50M 10
w z
\ ) a w
L \J w
3x3xY4"HSS a
(TYP) °
5'-3"
0
lop /�i I
�a a
20'-1" -
4x4xY4"HSS
(TYP)
A 5.-0"
o5z�e a di \
SEE 50 M 10 100"
FOR FRAMING AND
PULLEY PLAN
ATTACH BASE PLATES TO f
SLIDE W z
RACEWAY WALLS WITH GATE �c
EXPANSION ANCHORS j E
5/8"x6"L w n U
(4 PER ATTACHMENT) Z m
— d�;d
U(D N d
z
om
SLIDE GATE w =�
SEE 50 M9 `a w
d <
as �
OPENING THROUGH_� E i I I
WALL FOR EA BASKET FALSE WEIR
SEE 50 M9
SEE 50 M 1 B BRAIL
3 "
2 a-°
o U7
s N EA BASKET DESIGNED O z
PLAN °Q BY MANUFACTURER - — \��---- El
SCALE:3/s'=1'-0"
z U
d 0 Q w
o
w W o Z
o x W Q Z
=a J
= � U
1: zoQ- Lu
o o LL-
J
o in =
x X (�
o O L.L
w
3
oa
0
SECTION a SECTION s
SCALE: 3/8"=1'-0" _ SCALE: 3/8"=1'-0" _
s
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a 50 M 11
®Sch-bd Engineering 2016 All Rights R...,.d

a
0
WEDGE WIRE �� 1/2"X1/,"XH 1/2
BAR WITH 1/2"
DIA PICKING EYE
TYP OF 2)
L3X3X3/16" PICKING EYE 114"RADIUS
(TYP) (TYP)
L4X3X1/4" 1/8"PL
10
(TYP OF 2
CHANNEL EMBED
NOTES:
DRILL AND TAP CAST—; 1. ALL WELDS SHALL BE 3/16"UNO.WELD PLATES TO FRAME WITH 1-1/2"FILLET
1/8"SS PUNCH PL, NYLON' RELIEVE 1/2"ROUND HOLES 1/2"-13 X WELD AT 6"O.C.SEQUENCE WELDING TO MITIGATE DISTORTION DUE TO HEAT.
1�"SS CAP
40%OPEN SCREW AT 6"O.C.
CUR 2. ATTACH WEDGE WIRE TO TOP OF PLATES WITH MANUFACTURER SUPPLIED
CLIPS.
3. REFER TO SPECIFICATION 11425 FOR WEDGE WIRE REQUIREMENTS.
rc
4. ALL MATERIALS THAT ARE SUBMERGED PERMANENTLY OR INTERMITTENTLY > a
CAST NYLON SHALL BE T304 SS. °� N
RUBBING SHOE DETAIL
5. PERFORM HANG TEST AT SHOP TO VERIFY BRAIL IS LEVEL TO WITHIN 118"WHEN p
SCALE:6"=V-0" SUPPORTED FROM PICKING EYES.ADD COUNTER WEIGHT AS NECESSARY TO ^\ o z
INSIDE BOTTOM OF FRAME. zw
zw
L2X2X3/16"AT 0
EACHCORNER
(TYP OF 4)
0
1w
oz �
1-3=3116"AT L4X3X1/4"
MIDDLE OF SIDES (TYP OF 4)
(TYP OF 2)
WEDGE WIRE PICKING EYE 0� p
RECTANGULAR BAR WITH 1/2" z
FRAME CIA PICKING EYE - - - - a � a
(TYP OF 2) (TYP OF 2) O
BRAIL ISO L4X3X1/4"
(TYP OF 2)
SCALE:NTS L4X3X1/4"
7
%"RADIUS 20"
(TYP)
/8"SS C1
PUNCH PLATE Z
L2X2X3/16"FRAME
L3X3X3/16"AT AROUND WEDGE _
WIRE SCREEN
MIDDLE(TYP IOF 2) (TYP OF 3) L3X3X3/16" w O
CENTER L3X3X3/16" w n U
1/8"PL OF WEDGE (TYP OF 2) = Z m 01
WIRE C
CAST NYLON
RUBBING SHOE U h
(TYP OF 2)
B Z 1Q
Ada
c m
N
V-8 COUPLING NUT W/PLUG
WELDED TO FRAME
FLUSH TO WELD WIRE
BOTH SIDES L4X3X1/4"
5'-11" 1-4=1/4" RECTANGULAR
(TYP OF 4) FRAME
(TYP OF 2)
rA
Z z
o _
® CAST NYLON F O
BBING
o (TYPO 2)HOE Z Z
o U
a w Q w
w 3 / H W = a
w L4X3X1/4"- = a U z
z I'll RECTANGULAR 1'1%" 3"
0 1'11" 3" 17" 3" 1'11"
FRAME
d
(TYP OF 2) QQ C)
F�2'2Y2" 2.2Y2" J
SECTION A SECTION B o
a SCALE:1-1/2"=1'-0" SCALE:1-112"=1'-0" m
w
0
z
w 4-1
BRAIL PLAN
SCALE:1-1/2"=1'-0"
s
PROJECT:DA592013.00
DATE: 12/23/2020
SHEET
50 M 12
®Schnabel Engineering 2016 All Rlgh[Reserved

A
P-50.4
0'-8"MIN
0
3'-8"
rc
II U
S � o
P-50.3
1"AWAR
% �29 $0'-8"MIN 4"GWP 1 V-50.6
1'-10Y2" 2 Y"UNION 2'-2" V-50.5
� GM-4
rc
0•-6"MIN 3"GWP 1 m R
►SWP
V-50.3 TNK-50.1
TNK-50.1 � w i
TNK-50.2 `J
PRV-50.1
-50.12
V-50.2
2"GWP 13 V-50.9 4"DMJ o z
6%10" (TYP) I m
4"x 2"REDUCER o
V-6" P-50.2 6"SWP 13 (TYP) 4'-0" a
ADULT FORMALIN 2"MIN GROUT w a
ROOM SPAWNING ROOM PAD(TYP) o 0 2'-0" x
4"GWP 13 0
GWP EL 1,710.00'
V-6" 42- ;111, 3"`BFV ~ y\oeT`L o� o
' 3"DMJ
4"GWP 8 i"' N N
1 4" 7"MIN CONCRETE HOUSE P-50.1 0 rn
KEEPING PAD(TYP) P 50 2 .✓y",fti.+'rn o �r~ (�
4,-0�2" 2'-10" 2'-9" 2'-1 oj2'
6"X 2"
3'-0" L J REDUCING SECTION A BUSHING SCALE: 1/2"=V-0"
I I III .Qc
� w � E
w ,pq
� Z mm
II II tnw mo U
III I
S'P
III GWP a
6"SW 13
6"GW 13
6"x 4"REDUCER 1"AV/AR
4-1 V-50.14 TNK-50.2
PLAN 6"SWP 1
V-50.13
SCALE:%2"=V-0" 4"SWP 1 z
O
LLI
Oz0 Cn
w Q �
V-50.11 K
> o o U
o = W o Q W
$ V-50.10 O = Q
x a w Lu
5'-10" REDUCER 3"BFV Ln Z: IL }
(TYP) 3"DMJ L� Qp O
0 O
3' — J-6"
in
0
"AYO
1'-1Y2'(MIN)
w
o EL 1,710.00'
0
0
6"SWP 8
7"MIN CONCRETE HOUSE 3'-6" 2'-10" 2'-2" 3'-8"
a KEEPING PAD(TYP) 1„
6"X 2 2 PROJECT: DA592013.00
REDUCING SECTION B DATE: 12/23/2020
BUSHING
SCALE: 1/2"=V-0" SHEET
50M13
®Sch-bd Engineering 2016 All Rights R...,.d

0
rc
U
O
K
V Q W
FORMALIN BARREL m
PALLET(PROVIDED w
BY OWNER) UTILITY 'S a
— — — — — — PUMP ROOM� o w
I 11 1 I 11 1 I 11 1 w� a
\ \ \ \ \ \ POLYSULFONE ROTAMETER W/TEFLON FLOAT.SS
GUIDE WIRE&EP OR EPDM SEALS.FLOW SCALE
TO BE 0.1-1.5 GPM.FLOWMETER SHALL BE A
FLOW-THROUGH UNIT W/3/4'NPT CONNECTIONS&
SHALL BE BLUE WHITE INDUSTRIES F400 SERIES
1 1 1 I 1 1 1 1 1 1 OR EQUAL.MOUNT TO WALL. o"yZ2 wa �d6,
31 a
FUTURE EQUIPMENT
PVC BACK PRESSURE
1 1 1 I 1 1 1 1 1 1 MAINTAINING VALVE T YP OF 11)
VC BALL VALVE /�A,
SET AT 35 PSI12
i ( ^W z
0-100 PSI PRESSURE 9 o
GAUGE W/GAUGE COCK Y '-" o Q
1 1 1 I 1 1 1 I 1 1 1 P-50.5 l
��I
Na)
V �6.0
_ L___J L� a U
A 2�13 � TO RWY 1-6
1 1
3/4"F 31
Yz"PVC (TYP OF 6)
\ \ FOOT VALVE U
o SEAL OPENINGS
Z Q
III o
0 W
1 FORMALIN BARREL w a Q PVC BALL VALVE W/3/y'SS 6"SCH 40 PVC CONDUIT g
i 3/4"GWP 8 THREADED BARBED FITTING BY OWNER PIPE TO AERATION TOWER OO U
FOR HOSE CONNECTION. W � p Z W
° r
6"PVC CONDUIT PIPE � x W Q
o
od = Cn
x a W W Cn
= xo IL
O_
$ TO AERATION SECTION A LL p O Z
m TOWER cl
LL SCALE: 3/4"=1'-0" O Q
3 in
0
0 O
w ADULT HOLDING FORMALIN SYSTEM PLAN LL
SCALE:3/4"=1'-0"
0
a
0
a NOTES:
M
o a 1. MOUNT FORMALIN PUMP EQUIPMENT TO WALL W/3/y"CDX PLYWOOD. PROJECT: DA592013.00
0
PROVIDE ROOM FOR FUTURE EQUIPMENT CONNECTIONS
0
DATE: 12/23/2020
SHEET
50M14
®Sch"bd Egi"ee g 2016 All Rights R...,.d

Q
L
LE
8 6 -
7 7 cpi
GH6 GH6
HP HP w
0
4 5 14
7 GH7 15 rc
9H 3 T �-----------i �
r----------- a
a w
9 10 u,
GH7 GH7E-1 1:1
-----------�i o
l 2 Ir z
ff 5
�`� 11 GH6 10 T ____________�_ o
T 6"0 OSA
H o
6 0
rc
ORMALIN 13 a
161EG-1 12°x12" TORAGE G-2,22"x22 11 12 u,
T _ UTILITY PC 1 �N F
575 CFId `101 T S 102 i 4 7 X o y
6"0 OSA
1
-+— SPAWNING
13 ff 13
GH7 10 r 1 3 EUH 8"0 OSA + SD-3 16"x6" AREA 4
GH6 8 16"0 SA 350 CFM SD-3 14°z8" 1 GH6 SD 12"x6" _ NOyn o
18 19 350 CFM (TYP 4) 235 CFM 230 CFM
al
t2°a sA
o
14°0 SA 10"0 SA
3 � 5
17 2 3 L 2 i
GH7 6 GH6 11 (TYP ALL) GH6 (TYP ALL)
1 2)
THE FORMALIN STORAGE AREA IS
CLASSIFIED AS AN H4 OCCUPANCY AND IS W Z ry
ELECTRICALLY CLASSIFIED AS A CLASS 1,DIVISION 2 -----------------------------------------------------------------------------J o
SPACE.ALL ELECTRICAL COMPONENTS AND HVAC
EQUIPMENT INSTALLED WITHIN THE SPACE SHALL BE /}� -
RATED FOR THE ELECTRICAL CLASSIFICATION AND •V w -m
HAZARD OCCUPANCY LISTED.INSTALUNG CONTRACTORS ^
SHALL REFER TO PROVIDED BOOK SPECIFICATIONS FOR
REQUIRED COMPONENTS AND ACCESSORIES. _ — m T
u Eas
v� Z ��
c
w a=
N
N 3
SPAWNING FACILITY BLDG 50
1 HVAC-1ST FLOOR
SCALE: 1/4"=1'i
GENERAL NOTES: KEYED NOTES: (D
3 1. REFER TO SCHEDULE FOR MOUNTING HEIGHT.COORDINATE FINAL MOUNTING 11. COORDINATE MOUNTING HEIGHT AND LOCATION WITH OWNER AND GENERAL
9 G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, LOCATION WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO START OF CONTRACTOR PRIOR TO START OF WORK.
WORK. Z
x
REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM 12. INSTALL FACE DAMPER ON RETURN GRILLE. Q
o OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. 2. MOUNT THE LOUVER AS HIGH UP ON WALL AS POSSIBLE.COORDINATE LOCATION Q >
WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO START OF WORK. 13. BALANCE TO OSA CFM SHOWN IN SCHEDULES. UJ
7 G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER THE
$ CURRENT VERSION OF THE OREGON ENERGY SPECIALTY CODE. 3. TERMINATE EXHAUST WITH WALL CAP.ENSURE THAT TERMINATION IS A MINIMUM 14. EQUIPMENT HOUSEKEEPING PAD(S),COORDINATE WITH STRUCTURAL,TYPICAL ALL � U O
S OF 10'-0"FROM ALL FRESH AIR INTAKES. GROUND MOUNTED EQUIPMENT.HOUSEKEEPING PAD TO EXTEND A MINIMUM OF O ¢ CO
w 6'PAST EQUIPMENT BASE.FIELD COORDINATE LOCATION WITH OWNER AND 2 (If0
4. TIE-IN 8"0 OSA INTO RETURN OF FC-4 AND FC-5.ROUTE OSA THROUGH GENERAL CONTRACTOR PRIOR TO START OF WORK. O
a ROOF.TERMINATE INTAKE WITH GOOSENECK.FLASH AND SEAL PENETRATION � f=_
THROUGH ROOM. 15. MOUNT LOUVER 18"A.F.G.COORDINATE SIZE,SHAPE,COLOR AND FINISH WITH O LL O
y ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDERING AND STARTING OF IL in (n
5. NOT USED. WORK. O O X
U
3 = m O
0 6. ROUTE 24"x10"RETURN AIR DUCT UP THRU ROOF AND TO THE SORTING AREA 16. EXHAUST GRILLE WITH 12°X12"DUCT UP TO FAN ON ROOF. p x0
(REFER TO SHEET 50112 FOR CONTINUATION).HOLD TIGHT TO WALL AND SEAL — Q
ANY PENETRATIONS PER APPUCABLE CODES.COORDINATE ROUTING WITH ALL 17. SWITCH WITH PILOT LIGHT.PROVIDE WITH SIGNAGE"FAN MUST BE ON WHEN
o OTHER TRADES,OWNER,AND GENERAL CONTRACTOR PRIOR TO START OF WORK. OCCUPIED". _
R 7. ROUTE 20"00"SUPPLY AIR DUCT UP THRU ROOF AND TO THE SORTING AREA 18. ROOF EXHAUST FAN AND CURB FOR FORMALIN STORAGE IS TO BE RATED AND
N (REFER TO SHEET 50112 FOR CONTINUATION).HOLD TIGHT TO WALL AND SEAL INSTALLED IN ACCORDANCE WITH SEISMIC DESIGN FORCES NOTED ON SHEET
ANY PENETRATIONS PER APPUCABLE CODES.COORDINATE ROUTING WITH ALL GS-1 (DESIGN CATEGORY D)AND OTHER REQUIREMENTS OF SPECIFICATION
OTHER TRADES,OWNER,AND GENERAL CONTRACTOR PRIOR TO START OF WORK. SECTION 15074'VIBRATION AND SEISMIC FOR PIPING AND EQUIPMENT".PROVIDE
rc ROOF DECK FASTENERS OR UNDERDECK CLAMPS TO WITHSTAND GENERATED
8. FIELD COORDINATE FINAL INSTALLATION LOCATION FOR HP-4 AND HP-5. FORCES.EXHAUST FAN IS TO REMAIN OPERATIONAL AFTER SEISMIC EVENT.
u COORDINATE INSTALLATION AROUND ALL BUILDING CLEARANCE REQUIREMENTS.
COORDINATE FINAL REFRIGERANT LINE LENGTHS AND ELECTRICAL REQUIREMENTS 19. UNIT HEATER MOUNTING FOR FORMALIN STORAGE SHALL BE RATED AND
WITH THE EQUIPMENT MANUFACTURER PRIOR TO THE START OF WORK AND INSTALLED IN ACCORDANCE WITH SEISMIC DESIGN FORCES NOTED ON SHEET —�
ENSURE THAT ALL CLEARANCE REQUIREMENTS OF THE EQUIPMENT IS MAINTAINED. GS-I (DESIGN CATEGORY D)AND OTHER REQUIREMENTS FOR SPECIFICATION
a 9. ROUTE REFRIGERANT ONES UP IN WALL.ROUTE LINES HIGH IN SPACE TO SECTION 15074'VIBRATION AND SEISMIC FOR PIPING AND EQUIPMENT".
ASSOCIATED UNIT.COORDINATE ROUTING WITH ALL OTHER TRADES,OWNER,AND PROJECT: DA592013.00
GENERAL CONTRACTOR PRIOR TO START OF WORK.SEAL ANY PENETRATIONS PER D C ENGINEERING
GIN E E R I N G DATE: 12/23/20
APPLICABLE CODES. Careful listening.Dynamic solutions. SHEET
....diengineering.net 50 H 1
Phone:[phone] Project:20DAC01
©Schni Engineering 2016 All Rights Reserved

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GENERAL NOTES: KEYED NOTES: �
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PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, 50H1 FOR CONTINUATION).HOLD TIGHT TO WALL AND SEAL ANY PENETRATIONS
REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM PER APPLICABLE CODES.
OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. 2. ROUTE 20"x10"SUPPLY AIR DUCT DOWN TO EXTERIOR WALL TO SPAWNING AREA
G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER THE (REFER TO SHEET 50H1 FOR CONTINUATION).HOLD TIGHT TO WALL AND SEAL
o CURRENT VERSION OF THE OREGON ENERGY SPECIALTY CODE. ANY PENETRATIONS PER APPLICABLE CODES.
3. ROUTE DUCT HIGH IN SPACE.PAINT TO MATCH INTERIOR. z
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WITH ALL OTHER TRADES,OWNER,AND GENERAL CONTRACTOR PRIOR TO START O W O
3 OF WORK.SEAL ANY PENETRATIONS PER APPLICABLE CODES. O O X z
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
....diengineering.net 50 H 2
Phone:[phone] Project:20DAC01
©Schni Engineering 2016 All Rights Reserved

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AND VENT 1ST FLOOR PLAN zz
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w G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED DRAWINGS FOR CONTINUATION. SPECIFIC FIXTURE,SIZE,LOCATION AND FOR WASTE AND VENT ROUTING/SIZING = O
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COORDINATE ROUTING WITH ALL TRADES AND GENERAL CONTRACTOR PRIOR TO O O X
m G2 CONTRACTOR i0 FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND 3. ROUTE VENT IN WALL UP TO FLOOR ABOVE(REFER TO SHEET 50P2 FOR START OF WORK. = m O LU
K GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. CONTINUATION). 0 X
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03 AT MINIMUM,INSTALL AND INSULATE PIPING AS REQUIRED BY THE CURRENT 4. DRAIN EYE WASH FROM BACK OF UNIT AND TURN TOWARD TRENCH OR SUMP. (REFER TO SHEET 50M1 FOR ROUTING AND CONNECTION LOCATION).
o VERSION OF THE OREGON ENERGY SPECIALTY CODE. CLEARANCE FOR EYE WASH SHALL BE ADA COMPLIANT.
7 13. ROUTE SHOWER DRAIN TUBING TO HUB DRAIN AND TERMINATE WITH 2"AIR GAP.
G4 IF NOT SHOWN,REFER TO FIXTURE SCHEDULE FOR BRANCH AND FIXTURE 5. 2'SS FROM FLOOR ABOVE(REFER TO SHEET 50P2 FOR CONTINUATION). ROUTE DRAIN TO OUTSIDE 18"ABOVE FINISHED GRADE. Ut
CONNECTION SIZING INFORMATION. z
6. ROUTE VENT HIGH IN CEILING SPACE.COORDINATE ROUTING WITH ALL TRADES
w G5 ALL CLEANOUTS SHALL BE SIZED TO MATCH THE WASTE LINE SERVED. AND GENERAL CONTRACTOR PRIOR TO START OF WORK. m
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8. ROUTE CONDENSATE LINE UP HIGH IN SPACE TO AN APPROVED LOCATION. J
o COORDINATE ROUTING AND TERMINATION LOCATION WITH OWNER AND GENERAL —�
CONTRACTOR PRIOR TO START OF WORK.SEAL ANY PENETRATIONS PER
APPLICABLE CODES.
PROJECT: DA592013.00
F4 9. SLOPE SANITARY SEWER AT 1/4"PER FOOT.
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
wwwdrnngineering.nat 50 P 1
Phone [phone] Project:20DAC01
©Sehnadel Engineering 2016 All Rights Reserved

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SIZE,LOCATION,AND FOR WASTE AND VENT ROUTING/SIZING INFORMATION.
FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY } } z
o ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE Z >1 CV
2. 2"VENT FROM FLOOR BELOW(REFER TO SHEET 50P7 FOR CONTINUATION). Q Lyl
o OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED d = Z �
c PLUMBING FIXTURES. O O
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G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND FOR CONTINUATION). O Q LLI
GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK.
u 4. ROUTE SANITARY AND VENT LINES UNDERNEATH/THRU SINK CABINET,OFOI,AS W = O Q
i G3 AT MINIMUM,INSTALL AND INSULATE PIPING AS REQUIRED BY THE CURRENT REQUIRED AND CONNECT TO SINK,S-3. O LL O
VERSION OF THE OREGON ENERGY SPECIALTY CODE. z
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mG4 IF NOT SHOWN,REFER TO FIXTURE SCHEDULE FOR BRANCH AND FIXTURE COORDINATE ROUTING WITH OTHER TRADES AND GENERAL CONTRACTOR PRIOR TO = 000 p W
x CONNECTION SIZING INFORMATION. START OF WORK. Q x
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G5 All CLEANOUTS SHALL BE SIZED TO MATCH THE WASTE LINE SERVED. 6. ROUTE VENT HIGH IN CEILING SPACE.COORDINATE ROUTING WITH ALL TRADES
u AND GENERAL CONTRACTOR PRIOR TO START OF WORK. Q
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
www.d—giaeeriag.aet SHEET
P 2
Phone:[phone] Project:20DAC01
0 Schnebel Engineering 2016 All Rights Reserved

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i G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERNED PREVENTION DEVICE LAYOUT IS SCHEMATIC IN NATURE. O
u FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY CONTINUATION.WATER METER(IF NEEDED)TO BE SIZED AND INSTALLED BY w =
i ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OTHERS. 0 1n 3: L1j
11. COORDINATE CONNECTION OF SINK TO AMBIENT GROUND WATER SUPPLY(REFER O W O
OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED
y EL m 2. PROVIDE BUILDING ISOLATION VALVE.COORDINATE WITH OWNER AND GENERAL TO MECH DRAWINGS FOR ROUTING AND CONNECTION LOCATION). F
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m 12. SUMP BY OTHERS,REFER TO THE 5DS SHEET SERIES AND SHEET 50M1 FOR x m O
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x 3. COORDINATE SHOWER LOCATION AND WATER PIPE ROUTING WITH ALL OTHER SPECIFIC FIXTURE,SIZE,LOCATION,AND FOR COLD WATER ROUTING/SIZING 0
o GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. TRADES,OWNER,AND GENERAL CONTRACTOR PRIOR TO START OF WORK.SEAL INFORMATION. — O U'
u G3 AT MINIMUM,INSTALL AND INSULATE PIPING AS REQUIRED BY THE CURRENT ANY PENETRATIONS PER APPLICABLE CODES. z
o VERSION OF THE OREGON ENERGY SPECIALTY CODE. 13. MIXING VALVE SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION.
4. PROVIDE CIRCUIT SETTER IN ACCESSIBLE LOCATION,SET TO 0.5 GPM. m
G4 IF NOT SHOWN,REFER TO FIXTURE SCHEDULE FOR BRANCH AND FIXTURE 14. ALL PIPE PENETRATIONS TO MATCH FIRE RATING OF WALL PER ARCHITECTURAL
5. TRENCH DRAIN BY OTHERS.REFER TO THE 50M SHEET SERIES FOR SPECIFIC DRAWINGS.
CONNECTION SIZING INFORMATION.
� FIXTURE,SIZE,LOCATION,AND FOR COW WATER ROUTING/SIZING INFORMATION. J
o G5 ALL CLEANOUTS SHALL BE SIZEDTO MATCH THE WASTE LINE SERVED. 6. ROUTE 1/2°CW AND 1/2°HW IN CMU WALL UP TO FLOOR ABOVE(REFER TO
SHEET 5OP4 FOR CONTINUATION).
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7. COORDINATE CONNECTION OF HOSE BIBB TO AMBIENT GROUND WATER SUPPLY
(REFER TO MECH DRAWINGS FOR ROUTING AND CONNECTION LOCATION). �
a 8. CONNECT 1-1/4°CW TO AND 1-1/4"HW FROM WATER HEATER. MA—
PROJECT: DA592013.00
9. ROUTE T&P RELIEF VALVE TO DRAIN PAN AND TERMINATE WITH 2"AIR GAP. DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
www.dretillm"riag.eat SHEET
Phone:[phone] Pfojed:20DAC01 50 P 3
0 Schnabel Engineering 2016 All Rights Reserved

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'? G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED 1. ROUTE 1/2"CW AND 1/2"HW DOWN IN CMU WALL TO FLOOR BELOW(REFER O
TO SHEET SOPS FOR CONTINUATION).ROUTE WATER LINES UNDERNEATH/THRU Q
� FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY } }
o ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE SINK CABINET AS REQUIRED AND CONNECT TO SINK,S-3. Z LL
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
wwwd'"llineering.nat SHEET
Phone:[phone] Project:20DAC01 50 P 4
0 Schnabel Engineering 2016 All Rights Reserved

a
L551-2t
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POWER KEY NOTES: ® o
2 3
s1_ 1. PROVIDE SPARE 1"CONDUIT FROM LOCATION INDICATED TO PANEL
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`- IL----------- HEAT TRACE SHALL BE RAYCHEM XL SERIES - 5 WATTS/FT MAXIMUM.
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13C ENGINEERING DATE: 1223/20
2 Careful listening.Dynamic solutions.
OSPAWNING AREA POWER PLAN SHEET
wwwdrwnginnwring.net 50E1
SCALE:1/4"=1'-0" Pnoxeaoesfiezlxl Plojact:2g0Acg1
©Schnabel Engineering 2016 All Rights R...7

GENERAL LIGHTING NOTES: o
1. REFER TO SHEET GE5 FOR LUMINAIRE SCHEDULE.
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® DC ENGINEERING DATE: 1223/20
2 Careful listening.Dynamic solutions.
O SPAWNING AREA LIGHTING PLAN wwwdrengineering.net SHEET
SCALE:1/4"=1'-O" Phow20e.26e21a1 fti,d:20DAG01 50E2
©Schnabel Engineering 2016 All Rights R.—d

SPEED SPEED SPEED SPEED
SIC SETPOINT SIC SETPOINT SIC SETPOINT SIC SETPOINT
NIM HIM SIC S IM SPEED SPEED
SPED SPED SPEED SETPOINT SETPOINT
C S
HSS STARTN HSS START PAH ALARM ESS HSS STARTN HSS START PAH ALARM PRESS SIC SPEED SIC SPEED
STOP STOP HIGH STOP STOP HIGH HUM
YA ALARMACTION
AFAULTLARM ALARM LM ALARM ALARM RAT ULT Y PRESS FAULT FAULT PRESS SE HSS RAISE 10
LOW LOW LOWER LOWER
YR STATRUN US HOA STAT S YR STAT RUN US HOA STATOIIS PI PRESS YR NUM STATUUN S HOA STATOUS YR STATUS HOA STAT RUN OUS PI PRESS YA NUM ALARM FAULT YA FAULT
rc
xQ M
i
OXB-CCP OXB-CCP OXB-CCP OXB-CCP o rc
SOFTWARE I/O SOFTWARE I/O SOFTWARE I/O SOFTWARE I/O
AUTO STATUS AUTO STATUS DI AUTO STATUS AUTO STATUS DI DI DI
RUNNING RUNNING S PRESS RUNNING RUNNING S PRESS SL POS POS w
FAULT FAULT HIGH FAULT FAULT HIGH OXB-CCP RAISED OXB-CCP RAISED
SB-RIO SB-RIO SOFTWARE I/O SB-RIO SOFTWARE I/O SB-RIO a
SPEED FDBK SPEED FDBK SPEED FDBK SPEED FDBK
SPEED CMD SPEED CMD Al SPEED CMD SPEED CMD n AI RAISE CMD DI RAISE CMD DI N
START START P PRESS START START P PRESS LOWER CMD SL POS LOWER CMD SL POS
STOP STOP STOP STOP FAULT LOWERED FAULT LOWERED w
L �/ SB-RIO L �,SB-RIO L J SB-RIO I�LJ SB-RIO a
I I I I
I I �
LOCAL CONTROL LOCAL CONTROL
SS RAISE RAISE LOWER F — SS LOWER F — �V
aVFD 480VAC VFD 480VAC VFD 480VAC VFD 480VAC 480VAC VFD 4gpVAC
� RAISED RAISED
d?'
P-50.2-VFD P-50.1-VFD P-50.4-VFD P-50.3-VFD MHT-M-1-VFD FHT-M-I-VFD dr8jd Q,�e
W LOWERED W LOWERED 3b
_ I I
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PSH HOSE BIBS LOCATED a U
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� V-10.14
C 3011 TR-50.1 V-10.15
FROM AREA 30 AERATION
TOWER(GROUND WATER) .4 CV-50.5 STR-50-2
V-50.6 TNK-50.1 7SPAWNING
V-50.
V-10.16
® FROM AR EA3 600C1 HILL�E,
D GROUNDWATER
V-10.17
' ZS ZS
Z
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V-50.10 NKS 00w =
06
V-50.11 FH L
DRAIN 0 LL O Q
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to
m / = 20 0 Z
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0 V-50.12 _
TNK50.2
9 V-50.13 STR-50.4
V-50.14 STR-50.3 —�
a
TO FISH TRANSFER TUBES
AND SORTING TABLE D DATE: 12123120 C ENGINEERING PROJECT: 13.00
23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net 5011
Phone:[phone] Project:20DAC01
©Schnabel Engineenng 2016 All Rights Reserved

SPEED Sp EED
SIC SETPOINT SIC YR O SEIPOINT P TN/CLOSED
SIC SPEED 44 NUM
SIC SPEED HSS AACPTEN
IION
I'MCLOSE
ZIR INDICATION ACTIOHSS RAISE HSS RAISE YA AFAULTLARM YA ALARM
FAULT
10
RED LOWER LOWER
INDICATION ALARM ALARM REMOTE rc
ZIL LOWERED YA FAULT YA FAULT HOA STATUS m
GREEN
CL DO
CLOSE >
SB-RIO
DO
O OPEN
SB-RID x
DI
0 REMOTE u 1
o rc
SB-RIO w
DO DI DI DI
ZS POS ZS POS ZS POS ZIC CLOSE z
LOWERED OXB-CCP RAISED OXB-CCP RAISED STATUS w
SB-RIO SOFTWARE I/O SB-RIO SOFTWARE 1/0 SB-RID SB-RIO a
RAISE CMD DI RAISE CMD DI DI DI DO B
LOWER CMD ZS POS LCWER CMD ZS POS 10 OPEN YA ALARM YA ALARM
FAULT LOWERED FAULT LOWERED \/ ISTATUS STATUS CMD
J SB-RIO �J I SB-RIO SB-RIO L )/ SB-RIO L SB-RID a
I I I I w
I I
I I
STACK LIGHT LOCAL CONTROL LOCAL CONTROL
BRAISED (R)RAISE s __ RAISE E __ LOCAL CONTROLS
N/ LOWER — J LOWER OPENED
a J VFD 48OVAC VFD 480VAC o to
LOWERED
RAISED RAISED 480VAC ACV
/ \ FBE-M-I-VFD BRL-M-I-VFD �� PBCL PBOP CLOSED MFR.CONTROL d�r8p� Q,�o s
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P4
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I I I I I I I
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I I I I I I I
I I 1 1 I I I
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I I
o II I II I I I I
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.nel 501
2
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. ALL ABOVE GROUND CONDUIT SHALL BE 3/4"MINIMUM AND UNDERGROUND
CONDUIT SHALL BE 1"MINIMUM.UNLESS NOTED OTHERWISE
2. PROVIDE ACCURATE AS-BUILT DRAWINGS TO ENGINEER UPON PROJECT
COMPLETION.
3. ABSOLUTELY NO TOP PENETRATIONS SHALL BE ALLOWED IN PLC AND CONTROLS
ENCLOSURES.
F
4. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS,
INCONSISTENCIES WITH DESIGN OR INTENT,OR NEED FOR CLARIFICATIONS,IT IS
THE CONTRACTORS RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN
WRITING WITH THE ENGINEER,IF THE CONTRACTOR FAILS TO CLARIFY ANY
---- QUESTIONS OR INCONSISTENCIES,THEY ACCEPT RESPONSIBILITY TO CORRECT AT
THEIR COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE ENGINEER.
-__________ 5. REFER TO SHEET GI 4 FOR INSTRUMENT SCHEDULE.
I
r yl 6. REFER TO CABLE SCHEDULE,SHEET GI 5 FOR CABLING REQUIREMENTS.
I rc
r
-----------
u w z
DN
SORTING
1w
AREA w 0
201 EA BASKET o a
CONTROL PANEL -
SB-LCP 0
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a
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NORTH SCALE:1/4'-1' O"
v
w d E
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v
3
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Z
MHT-50.1-VFD MHT-ZS-2
FHT-50.1-VFD
-----------
I np
L-----------J
W
IND-50.1 r___________y
c PIT/PSH-50.1 -VFD __
}
J
E:
o BRAIL-50.1 a L Z
7 PIT/PSH-50,2 -----------. U
o EA-50.1-VFD ____________ _ O
a G-501
S P-50.1-VFD UP a W z
w i li FBE-ZS-1 soN 1010
� Z
FOR MALIN P-50.2-VFD (ifM =LL ('
STORAGEUTILITYZam O O
x Z
m li P-50.3-VFD 103 2 x O
o li ALM-50.1 0 O Q
P-50.4-VFD
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Q
N z
a
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w PROJECT: DA592013.00
2 LOWER SORTING AREA INSTRUMENTATION PLAN D C ENGINEERING DATE: 12/23/20
NORTH SCALE:1/4"=1'-C" Careful listening.Dynamic solutions H SEET
wwwdtengineering.nel 1 3
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

18 17 GENERAL NOTES:
19 20
O O 1. PROVIDE ITEMS IN THE BILL OF MATERIALS AS SPECIFIED,
OR APPROVED EQUAL. PLC, PLC COMPONENTS AND HMI
SHALL BE SUPPLIED AS SPECIFIED.
__ ____________ ___ _ _ ___________________ 9 41 16 2. IN ADDITION TO THE FUSE QUANTITIES SHOWN IN THE BILL
_ ____———— —— —— 0 o OF MATERIAL, PROVIDE 100% SPARE FUSES.
III `l I III r` III • 10 • 3. PANEL SHOWN WITH INTENT OF BEING USED AS SHOP o
DRAWINGS. CONTRACTOR SHALL PROVIDE COMPLETE AND E
III III OPERATIONAL SYSTEM. THE PANEL SHALL BE BUILT BY A m
UL-508A CERTIFIED PANEL BUILDER. THE COMPLETED
III I III III ® CONTROL PANEL SHALL BE ILL LISTED AND INCLUDE ALL
III I III III ® UL LABELS REQUIRED FOR INDUSTRIAL CONTROL PANELS.
I IIII a
III 4. GROUND PANEL, SUB PANEL AND DOOR ON
I I
28 30 29 29 32 26 27 31
I IIII I I I III IIII I MANUFACTURES PROVIDED GROUND TERMINALS. ALL
IIII I III IIII PAINTED SURFACES MUST BE PROPERLY CLEANED PRIOR
TO ATTACHING GROUNDING CONDUCTORS.
I IIII I I IIII IIII I >
IIII I III IIII 38 35 5. LABEL ALL WIRING AS SHOWN ON THE SCHEMATICS USING
IIII I III IIII 2 HEAT SHRINKABLE SLEEVE TYPE LABELS.
I I IIII I
IIII I III III 1 1 7 22 7 22 7 6. ABSOLUTELY NO PANEL PENETRATIONS WILL BE ALLOWED
IIII I III IIII 5 a 3 ON TOP OF THE CABINET. CONTRACTOR TO KEEP AS MANY �ro
15 III
3 a PENETRATIONS TO THE BOTTOM OF THE PANEL AS 3 4 POSSIBLE. u z
EEE
IIII IIII IIII o rc
III 1
I IIII I IIII I
7. ALL CONDUCTORS ENTERING PANEL SHALL BE RUN IN
I III 3 - -
I III _ 7 22 7 22
CONDUIT. °
3
I IIII I I IIII I 5 .�.
O O
III 8. PANEL SHALL BE ANCHORED AND FASTENED TO BUILDING
3� <
II I 4
O e an O
.... 3 0
III STRUCTURAL ELEMENTS. USE EXPANSION TYPE ANCHORS °
�, —
I I I I
APPROVED FOR THE APPLICATION ON MASONRY UNITS. USE
III
24 v
III III -
8 25 STRUT MOUNTED TO STRUCTURE WHERE NECESSARY.O _
I
III n o
III III �
I VI _ 22
II II I I 7 2
O 9 PROVIDE PHENOLIC NAMEPLATE WITH PANEL NAME
II
22 7 a
III III
1 CENTERED N FRONT F ENCLOSURE 1 FROM TOP. w�
CE E ED 0 0 O E CLOSU E 2 0 0 -
I 7 ~e.9
O 24 =rc
II
II _
III III 5
I
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II II IIII II I I II IIIIII II IIII II II O24 7 21 5
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 50110
©Schnabel Engineering 2016 All Rights Reserved

O
H
K
y
BILL OF MATERIAL
ITEM QTY CATALOG DESCRIPTION MFG
1 1 1489-M1C150 CIRCUIT BREAKER,BULLETIN 1489 SERIES,15A AB
2 31 1492-EAJ35 ENDANCHOR AB
3 202 1492J4 SCREW CONNECTION TERMINAL BLOCK;1492-J AB
4 25 1492JG4 SCREW CONNECTION TERMINAL BLOCK;1492-J AB
z
5 80 1492JKD4 KNIFE DISCONNECT TERMINAL BLOCK AB o �
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 z
8 12 1492-WFB4250 SCREW CONNECTION FUSED TERMINAL BLOCK;1492-J,15AMPS,BLACK COLOR,30-12AWG,RATED VOLTAGE 100-300VAC W/NEON INDICATION AB i
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 o
11 5 199-DR2 2 METER ZINC/STEEL DIN RAIL EN5022(35mm x 7.5mm x 1 mm) AB
a
12 2 4983-DS120-401 120VAC SURGE SUPPRESSOR AB
13 1 700-HK32A1 HK TYPE SLIM LINE RELAY WITH SOCKET,120VAC,BA,DPDT,2 POLE,2 FORM C AB o
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 ��pl
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 f8�1 n
20 1 LPC72 72"POWER CABLE W/LEADS HOFFMAN
21 12 GSC1 FUSE 5X20MM 250VAC,1A,TIME DELAY MERSEN 7�3b
22 31 GSC1/2 FUSE 5X20MM 250VAC,1/2A,TIME DELAY MERSEN
23 2 GSC3 FUSE 5X20MM 250VAC,3A,TIME DELAY MERSEN ` v
24 14 GSC5 FUSE 5X20MM 250VAC,5A,TIME DELAY MERSEN Z
25 1 GSC6 FUSE 5X20MM 250VAC,6A,TIME DELAY MERSEN c
26 2 BMXAM10810 8 CHANNEL ANALOG INPUT MODICON /I! w d E
27 1 BMXAM00410 ISOLATED ANALOG OUTPUT MODULE X80,4 OUTPUTS MODICON
Z m 01
28 1 BMXCPS3500 X80 PLATFORM POWER SUPPLY MODULE.100...240VAC-36W MODICON _ c
M N
29 5 BMXDD11602 DISCRETE INPUT MODULE,M340,16 INPUTS,24 VDC SING MODICON U' to R U1
a
30 1 BMXPRA0100 X80 PERIPHERAL REMOTE 110 ADAPTOR MODULE MODICON f A Z t ca
v/w
31 1 BMXXBP1200 M340 12 SLOT MOUNTING RACK MODICON
m
32 2 BMX DDO 1602 16-PT DISCRETE OUTPUT MODICON
33 1 AWKA131A INDUSTRIAL WIRELESS CLIENT/BRIDGE MOXA v
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 FDMEBRG DIN RAIL MOUNT FIBER PATCH PANEL PANDUIT
40 1 SDU850A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT SOLA HD
cn 41 1 TI-G162 16 PORT HARDENED INDUSTRIAL GIGABIT DIN RAIL SWITCH W/2 SFP SLOTS TRENDNET
3
J
Q
a Q W
7 0 W Z
o 0 U S O Q
Q w
2 O
w
o w O 2 �' �
x
LL
F d � m co() J_
X co CO
x Q X J
o Cl O W
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a a
h
0
U
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PROJECT: DA592013.00
DC ENGINEERING DATE: 121110
Careful listening.Dynamic solutions SHEET
wwwdrengineering.nef
Phone:[phone] Project:20DAC01 50111
©Schnabel Engineering 2016 All Rights Reserved

501 OA 5010E
50001 from 5037 from 5037
5000 1 SOOOB 5038 120VAC-L 120VAC-N
15A/ C65001 TS1-F 11 5039 5039A
5001 ` 5000A 5039 3q DV5039 "
MAIN TS1-GND TS1-F13 2 VDC POWER SUPPL TS1-UPN
5002 5040 5: OA 120W 5040B
ODD
5010A 5A 5003B o
5093 5010E
DV5003 DV5003A a
5003 5003A 5003C ---J rc
5003 c c 5041 m
TS1-L TS1-GND rT11-GND TS1-N 5040
5004 _ _ 5042
TS1-F1 RECPT5005 TS1-F 12
5005 SOOSA 5043 5043A
5005 SA e " 5043 3q t DV5043 "
of of TS1-N 2 VDC POWER SUPPL TS1-UPN
TS1-F14 120W
5006 G 5006 5044 �5044 5044A
TS1-GND 5A 5093 I
1-GND
5007 — 5045
CR5008 NO TS1-F15 DV5046 Q a N
5008 INC 5245 LOSS OF POWER 5046 5046 5046A u
SA f i
A2 Al ETHERNET SWITCH TS1-(-24) o
5009 5047
TS1-F2 s1-F16 w
5010C 5010D 5010E y�
5010 fiA DV5010 5048 1�A°b o a
UPS TS1-N TS1-(-24) y
5011
5011 6 4 5049 p
a TS1-UPL 5092 5092 TS1-F17 m
5012 5050 14A r
TS1-F3 DV5013
TS1-(-24) o
5013 1A 5013 s 5013A 5051
PLC POWER SUPPLY TS1-UPN TS1-FF1188 Fi
5014 5052 14A-
TS1-F4 DV5015 TS1-(-24)
5015 5015A o4 w o
5015 1A r n 5053 d= o
TS1-UPN c � u
PANEL LIGHT T51-F19
5016 5054 '� yd.JlByd Q�e
TS1-F5
TS1-(-24) �3b
5017 ' 5055
TS1-UPN
v
5018 5056 Z
TS1-F6 -
Y� c
5019 '� 5057 w d E
TS1-UPN Lu $M L))
5020 5058
T51-F7 f•0 to go
5021 15059 �V/��Z to
y
TS1-UPN rI w `aL
m
5022 IND-50.1 5060
TS1-F8 CR5306 LT5023 3
5023 14.-----.1- -q------ R ———————————————— 5061 P
5010A CR5306 LT� r TS1-UPN
5024 21�22 ------ - G�J 5062
5 06
5025 5063
5026 5064
0
5027 5065
U
5028 5066 }
a z a
LU 0 5029 5067 0_ = p
S TS1-F9 U Q W O =
w 5030 1 5068 w = O U
Ln ILL m 0
w 5031 5069
a m J
TS1-F 10
°m X
0 5032 5070'� = m O m
0 p J
W
c 5033 5071 Q
a
h 5034 5072
5035 5073
U
9
' 5036 5074
5037 to O50 8 L to 05038 N 5075 to2 50 6C to2 5076 C
5010A 5010E 5040 5044A PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 50112
©Schnabel Engineering 2016 All Rights Reserved

5040 5044A 5040 5044A
from 5075 MODICON from 5075 from 5113
from 5113 MODICON
5076 +24 VDC MODICON
-24 VDC 5114 +24 VDC MODICON
-24 VDC
RACK 1 RACK 1
SLOT 1 SLOT 2
5077 16-PT DISCRETE INPUT 5115 16-PT DISCRETE INPUT
PLC5078 PLC5116
TS2-F1 TS2-F4 5116 5078 5078A HT-30.1 5078B 5078C HEATT 0
5078 1 2A -- � �------ 10 1:1/00 HEAT TRACE 5116 1 2A 5116A 0 1:2/00 SPARE
/ TS2-1 ---- TS2-2 01 FAIL / TS2-33 SS5117 TS2-34 01 a
5079 HT-30.2 5079A 5079B HT-30.2 5117 5117A 5117E G-40.1 m
5079 ----- ------ 1:1/01 HEAT TRACE 5117 ----- ----- h2/01 RACEWAY STATUS 1GATE o
TS2-3 TS2-4 11 02 FAIL TS2-35 TS2-36 11 02 R
--5080 HT-30.3 5080A 5080E HT-30.3 5118 LS5118 5118A 5118E G-40.1
5080 - - ------ 2 1:1/02 HEAT TRACE 5118 ------ ----- 12 1:2/02 RACEWAY 1 GATE
TS2-5 TS2-6 1 03 FAIL TS2-37 TS2-38 03 CLOSE STATUS
--5081 HT-30.4 5081A 5081E HT-30.4 5119 LS5119 5119A _ 5119B G-40.1
5081 - - ------ 1:1/03 HEAT TRACE 5119 �,� 1:2/03 RACEWAY 1 GATE
TS2-7 TS2-8 13 04 FA TS2-39 --- SS5120 TS2-40 13 04 OPEN STATUS
5082 FLT5082 5082A 5082B LSL-30.1 5120 5120A 5120E G-40.2
5082 ----- �----- 14 1:1/04 LETIONOW OWER 5120 ----- ----- 14 L2/04 REMOWEYSTATUASE
TS2-9 TS2-10 05 TS2-41 TS2-42 05
5083 FLT5083 5083A 50838 LSH-30.1 5121 LS5121 5121A 51218 G-40.2
5083 ----- ----- 1:1/O5 AERATION TOWER 5121 -----�,�----- 1:2/O5 RACEWAY 2 GATE m a
TS2-11 TS2-12 15 06 LEVEL HIGH TS2-43 TS2-44 15 06 CLOSE STATUS x a N
5084 FLT5084 5084A 5084B LSL-30.2 5122 LS5122 5122A 5122E G-40.2 f °'
5084 -- �----- 1:1/O6 AERATION TOWER 5122 -- �,�----- 1:2/O6 RACEWAY 2 GATE u i
TS2-13 TS2-14 16 07 LEVEL LOW TS2-45 TS2-46 16 07 OPEN STATUS o w
SS5123
5085 FLT5085 SOSSA SOSSB LSH-30.2 5123 5123A 5123E G-40.3 z
5085 -----� �----- 1:1/07 AERATION TOWER 5123 ----- ----- 1:2/07 RACEWAY 3 GATE z
TS2-15 TS2-16 17 08 LEVEL HIGH TS2-47 TS2-48 17 08 REMOTE STATUS z= w
TS2-F2 TS2-F5
5086 HT-40.1 5124
5086A 5086B 5086C HT-40.1 5124A LS5124 51246 5124C G-40.3 a
5086 -------1 �------ 1:1/OS HEAT TRACE 5124 ------ ----- 1:2/08 RACEWAY 3 GATE o
1/2A TS2-17 TS2-18 18 09 FAIL 1/2A TS2-49 TS2-50 18 09 CLOSE STATUS
HT-40.2 --- LS5125 w
5087 -- 50878 HT-40.2 5125 5125A 51258 G-40.3 0
5087 -- ------ 1:1/09 HEAT TRACE 5125 -- �,�----- 1:2/09 RACEWAY 3 GATE a
TS2-19 TS2-20 19 10 FAIL TS2-51 TS2-52 19 10 OPEN STATUS > w
HT-40.3 SS5126 m
5088 5088A 5088E LIT-40.3 5126 5126A 5126E G-40.4 m
5088 ----- d ------ 1:1/10 HEAT TRACE 5126 ----- ----- 1:2/10 REMOWEYS ATu"sE o
TS2 TS2-22 110 11 FAL TS2-53 TS2-54 110 11
-5089 HT-40.4 5089A 50898 LIT-40.4 5127 LS5127 5127A 5127E G-40.4
5089 -- -d �------ 111 1:1/11 HEAT TRACE 5127 -- gyp, 111 h2 11
--- �----- / RACEWAY 4 GATE
TS2-23 TS2-24 12 FA TS2-55 TS2-56 12 CLOSE STATUS
-5090 HT-40.5 5090A 5090E LIT-40.5 5128 LS5128 5128A 5128E G-40.4
5090 -5 - ------ 112 1:1/12 HEAT TRACE 5128 -----�p,�----- 112 1:2/12 RACEWAY 4 GATE
TS2-25 TS2-26 13 FAIL TS2-57 SS5129 TS2-58 13 OPEN STATUS 4ym�Q i
5091 HT-40.6 5091A 50918 LIT-40.6 5129 5129A 5129E G-40.5 g=
5091 ------d �------ 1:1/13 HEAT TRACE 5129 ----- ----- 1:2/13 RACEWAY 5 GATE
TS2-27 TS2-28 113 14 FAIL TS2-59 TS2-60 113 14 REMOTE STATUS
5092DV5010 5092A DV5010 5092B 5092C UPS 5130 LS5130 5130A 51308 G-40.5
5092 114 1:1/14 POWER/BATT 5130 -----�p,�----- 114 1:2/14 RACEWAY 5 GATE 8j�3b
Tg2_29 Soto Soto TS2-30 15 FA TS2-61 TS2-62 15 CLOSE STATUS
DV5039 DV5043 5131A 5131E G-40.5
5093 5093A 5093B 5093C 24VDC POWER SUPPLY 5131 LS5131
5093 1:1/15 FA 5131 ----- �----- 12/15
RACEWAY 5 GATE
TS2-31 soas 6oaa TS2-32 115 16 TS2-63 TS2-64 115 16 OPEN STATUS ` -
5094 0 VDC5094 5132 S, 0 VDC5132 v
Di z
TS2-F3 17 TS1-(-24) TS2-F6 17 TS1-(-24) c
5095 5095 +24VDC 5133 5133 +24VDC w d E
10 O
5040 /2A 18 8 5044A 5040 /2A 1 5044A = Z m
5096 19 0 VDC 5134 19 0 VDC
to
z o
5097 +24VDC 20 5135 +24VDC 20 N ly a t
� N
E
5098 5136 � v
5099 5137
5100 5138
5101 5139
5102 5140
3
5103 5141
N
a 5104 5142 Z U
7 Of = Z
0 5105 5143 2 11) U Q
O = 0 w
5106 5144 O =
r W �
i � -
O LL o m U
w 5107 5145 O O X w
m Q X O
0 5108 5146 C1 O Z
c 5109 5147
h 5110 5148
'0
ro 5111 5149
U
9
5112 5150 -
+24 VDC -24 VDC +24 VDC -24 VDC
a pt
5113 to 5114 to 5114 5151 to 5152 to 5152
PROJECT: DA592013.00
5040 5044A 5040 5044A D C ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 50113
©Schnabel Engineering 2016 All Rights Reserved

5040 5044A 5040 5044A
from 5151 from 5151 from 5189 from 5189
+24 VDC MODICON -24 VDC +24 VDC MODICON -24 VDC
5152 BMXDD11602 5190 BMXDD11602
RACK 1 RACK 1
SLOT 3 SLOT 4
5153 16-PT DISCRETE INPUT 5191 VFD CABNETS 16-PT DISCRETE INPUT
PLC5154 PLC5192
TS2-F7 SS5154 TS2-F10 __ BRAILE RAISED IND
5154 5154A 1 5154B 5154C 5192 5192A CR5478 5192B 5192C
___ RACEWAY
5154 / —— —0 �————— 1:3/00 RACEWAY 6 GATE 5192 —— — � �———— — 1:4/00
1/2A TS2-65 TS2-66 10 01 REMOTE STATUS 1/2A TS2-97 TS2-98 10 01 10
LS5155 5155E 51938 a
5155 5155A CR5479 5193A
GACEW __ __ BRAILE LOWERED IND rc
5155 —— —��————— 11 1:3/01 RACEWAY 6 GATE 5193 5193 � �—— — 11 1:4/01 m
TS2-67 TS2-68 5156B 02 CLOSE STATUS TS2-99 TS2-100 5194E 02
5156 LS5156 5156A CR5516 5194A
GACEW __ __ __ _ _ FHT RAISED IND
5156 —— —��————— 12 13/02 RACEWAY 6 GATE 5194 5194 12 1:4/02
TS2-69 TS2-70 p3 OPEN STATUS TS2-101 TS2-102 03
PS5157 5157A CR5517 51958
5157 PSH-50.1 5195A _ FHT LOWERED IND
5157 ��————— 13 1:3/03 GROUND WATER PUMPS 5195 5195 13 1:4/03
TS2-71 TS2-72 p¢ HIGH PRESSURE TS2-103 TS2-104 04
PS5158 5158 5158A PSH-50.2 CR5554 5196A 51968 MHT RAISED IND
5158 ��————— 14 1:3/04 SURFACE WATER PUMPS 5196 5196 14 1:4/04
TS2-73 TS2-74 5159 OS HIGH PRESSURE TS2-105 TS2-106 5197E O5
CR5555 5197A
SPARE MHT LOWERED IND
5159 1:3/05 5197 —— ———d �—— — 1:4/05 0
TS2-75 555160 TS2-76 5160B 5 06 TS2-107 5197 TS2-108 5198E 5 06 w o "�' a
5160 5160A G-50.1 CR5594 5198A LIFT UP IND °rc
5160 ——————0 ————— 1:3/O6 EA BASKET GATE 5198 —— ——— ———— — 1:4/O6 „
TS2-77 TS2-78 51618 6 07 REMOTE STATUS TS2-109 5198 TS2-110 5199E 16 07 < °z
5161 LS5161 5161A G-50.1 CR5595 5199A LIFT DOWN IND w
5161 —— ��————— 1:3/07 EA BASKET GATE 5199 —— ——— ———— — 1:4/07 z
TS2-79 TS2-80 17 pg CLOSE STATUS TS2-111 1 TS2-112 17 08 i
TS2-F8 5162C TS2-F11 SS 200 5200C m
5162 5162A LS5162 5162B G-50.1 I
� 5200
5162 -----��----- 1:3 OS 5200 -- ---0 �00-- — 1:4 08 FORWARD
1
1/2A 18 0 EA BASKET GATE 5200A 18 0 FORWARD o i
TS2-81 TS2-82 OPEN STATUS 4
51638 09 -113 TS2-114 52018 09
5163 EA BASKET 5163A EA BASKET OOX 5201A CROWDER 1 w
5163 ——————d —————— 1:3/09 ALARM STATUS 5201 —— ———0 r——— — 1:4/09 REVERSE o
TS2-83 SS5164 SB-LCP TS2-84 Ig 10 -115 5201 TS2-116 I9 10 a
51648 SS 202 52028
5164 �XO 5164A GATE 50.1 —X00 5202A CROWDER 1 m
5164 ---- o— ---- 1:3 10 5202 -- ---0 r--- — 1:4 10
0 OPEN 0 RAISE FENCE
110 5202 I10 rc
TS2-85 TS2-86 51658 11 -117 TS2-118 52038 11 0
5165 SOX 5165A GATE 50.1 __ _ _OOX 5203A _ ORD DER 1
5165 ———— —0 o— ———— 111 1:3/11 CLOSE 52035203 r 111 1.4/11 LOWER FENCE
TS2-87 SS5166 TS2-88 12 -119 TS2-120 12
51668 SS 204 5204B
5166 �XO 5166A WEIR �X00 5204A CROWDER 2
5166 ———— o— ———— 1:3/12 ON 5204 —— 04——0 r——— — 1:4/12 FORWARD
TS2-89 TS2-90 112 13 -121 5204 TS2-122 I12 13 O.Q
51678 52058 ym Q
5167 SOX 5167A WIER �OOX 5205A CROWDER 2 o to a 5167 ———— o— ———— 1:3/13 OFF 5205 —— 05——0 r —— — 1:4/13 REVERSE
TS2-91 HT-30.5 TS2-92 5168BIl 14 -123 5205 S 206 TS2-124 5206D 113 14 5168 5168A HT-30.5 __ 5206A X00 RAISE R 25168 ——————� �------ 114 3/14 FAILT TRACE 5206 -125 5206 114 RAISETS2-93 ——— HT-30.6 TS2-94 51698 15TS2-126 5207D 155169 5169A HT-30.6 �OOX 5207A CROWDER 2
5169 —— —d �—————— 1:3/15 HEAT TRACE 5207 —— 07——0 —— — 1:4/15 LOWER
TS2-95 TS2-96 115 16 FAIL TS2-127 5207 TS2-128 I15 16 _
5170 a0 VDC517p 5208 0 VDC
17 TS1-(-24) SB-LCP 17 �y z
TS2-F9 TS2-F12 /�c
5171 o 5171 +24VDC 0 5209 5209 +24VDC
1/2A 18 1/2A 18 `V w a O
5040 5044A 5040 5044A w $M c.>
=5172 5210 z `�c
19 0 VDC 19 0 VDC
to
a
5173 +24VDC 20 5211 +24VDC 20 N w to
—a U
5174 5212 m
v
5175 5213
5176 5214
5177 5215
5178 5216
0 5179 5217
" 5180 5218 M
z � U
Q 0 5181 5219 LUU O cQc
S OU Q
W 0 G
w 5182 5220 � _ W
w = 0 E _
0 LL o m U
5183 5221 0_ 0 U) (n
3 2 m 0 J
m 5184 5222 Q X w
0 00 z
a
5185 5223
ry 5186 5224
0 5187 5225
U
9 5188 5226 _
+24 VDC -24 VDC +24 VDC -24 VDC
a 5189 to 5190 to 5190 5227 to 5304 to 5228
5040 5044A 5040 5044A
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 50114
©Schnabel Engineering 2016 All Rights Reserved

5040 5044A 5040 5044A
from 5455 from 5227 from 5455 from 5265
MODICON MODICON
5228 +24 VDC BMXDDI1602 -24 VDC 5266 +24 VDC BMX DDO 1602 -24 VDC
RACK 1 RACK 1
SLOT 5 SLOT 6
5229 16-PT DISCRETE INPUT 5267 16-PT DISCRETE OUTPUT
PLC5230A PLC5230
TS3-F1 I
5230D CR5268
5230 1:5/00 SPARE 5268 RACEWAY 1 GATE O:6/00 5268 5268A NO 5434 lo
S3-1 TS3-2 10 01 CLOSE CMD 01 00 A2 A TS1-(-24) NC
5231A CR5269
SPARE G-40.1 5269
5231 11 1:5/01 5269 RACEWAY 1 GATE 0:6/01 01 A2 A NC NO 5251
S3-3 TS3-4 5232C 02 OPEN CMD p2 CR5270
5232 1:5/02 SPARE 5270 G-40.2 EVE 5270 NO 5252
12 RACEWAY 2 GATE 0 02 A2 A NC
S3-5 TS3-6 5233A 03 CLOSE CMD 03 CR5271
5233 1:5/03 SPARE 5271 2 GATE 0:6 03 5271 NO 5253
13 RACEWAY 2 GATE 0 03 A2 Al NC
S3-7 TS3-8 5234C 04 CLOSE CMD Oq CR5272
5234 1:5/04 SPARE 5272 G-40.3 0:6 04 5272 5272A NO 5254 w
0 RACEWAY 3 GATE 0 rc
S3-9 TS3-10 5235A 4 05 CLOSE CMD 05 04 A CR5273 TS1-(-24) NC
SPARE G-40.3 5273 NO 5255
5235 1:5/OS 5273 RACEWAY 3 GATE 0:6/05 N
S3-11 TS3-12 15O6 OPEN CMD 0605 A2 A NCN5236C CR5274 ,xiSPARE G-40.4 5274 NO 5256 5236 1:5/O6 5274 RACEWAY 4 GATE O:6/O6 FS3-13 TS3-14 16 07 CLOSE CMD 07 O6 A2 A NC ¢
5237A CR5275 o rc
SPARE G-40.4 5275 NO 5257 m
5237 1:5/07 5275 RACEWAY 4 GATE 0:6/07
TS3-15 TS3-16 17 08 OPEN CMD 08 07 A2 Al NC
TS3-F2 5238D CR5276 w
I
SPARE G-40.5 5276 5276A a
5238 1:5/OB 5276 RACEWAY 5 GATE 0:6/08 NO 5258 0 o
18 CLOSE CMD 08 A2 A NC
S3-17 TS3-18 09 09 TS1-(-24)
5239A CR5277
SPARE G-40.5 5277
5239 1:5/09 5277 RACEWAY 5 GATE 0:6/09 NO 5259 o
S3-19 TS3-20 5240C 19 10 OPEN CMD 1O 09 A CR5278 NC
5240 1:5 10 SPARE 5278 G-40.6 0:6 10 5278 =rc m
0 RACEWAY 6 GATE NO 5260
S3-21 TS3-22 110 11 CLOSE CMD 11 010 A2 A NC o
5241A CR5279
5241 1:5 11 SPARE 5279 G-40.6 0:6 11 5279 NO 5261
111 0 RACEWAY 6 CMD 0 011 A2 Al NC
S3-23 TS3-24 12 OPEN CMD 12
5242C CR5280
5242 1:5/12 SPARE 5280 G-50.1 0:6 12 5280 5280AFL NO
S3-25 TS3-26 112 130 BCLOSE CAMD 013 012 A2 A TS1-(-24) NC 5262 5243A CR5281
SPARE G-GATE 5281 NO 5263 d z
5243 1:5/13 5281 EA BASKET GATE 0:6/13 _
113 013 A2 A NC u
S3-27 TS3-28 5244C 14 OPEN CMD 1q CR5282 °5244 1:5/14 SPARE 5282 M-5010:6 14 5282 NO 5264LOSS OF POWER 114 HORN STROBE 0 014 A2 A NCS3-29 TS3-30 5245A 15 CRITIC L ALARM 15 CR5283
CR5008
5245 11 1:5/15 LOSS OF POWER 5283 ALM 50.2 0:6/15 5283
TS3-31 Sooa TS3-32 115 16� RELAY TS3-F4 16 015 A2 Al NO 5265
5246A
5284
C ftl
524 528
5040 17 DC 5f)44A 5040 5A 17 z
TS3-F3 TS1-(_2"I +24VDC c
5247 5247A 5285 5285 w E
1/2A +24 18 OV 11g 8 ILu $M) a U C CD
5248 19 0 VDC 5286 +24VDC m
N�CD
/
5249 +24VDC 5287 OV �/ w
20 20 TS1-(-24)
N
v
5250 5288
5251 5289
5252 5290
5253 5291
5254 5292
0
5255 5293
a 5256 5294 Z } U
7 d = z
0 5257 5295 2 11) 0. Q
O = � 0 LLU w 5258 5296 w = O _
0LLo 0o U
5259 5297 0_ m U) U)
3 2 m 0 J
°m W
0 5260 5298 0 O z
a 5261 5299
h 5262 5300
'o
� 5263 5301
in
9
5264 5302 -�
a 5265 to 5 6B 5303 to 5 04-24 �-
PROJECT: DA592013.00
5044A 5044A DC ENGINEERING
DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 50115
©Schnabel Engineering 2016 All Rights Reserved

5040 5044A 5040 5044A
from 5227 MODICON from 5303 from 5341 MODICON from 5341
5304 +24 VDC BMX DDO 1602 -24 VDC 5342 +24 VDC BMXAMI0810 -24 VDC
RACK 1 RACK 1
SLOT 7 TS3-F6 5343 SLOT 8
5305 16-PT DISCRETE OUTPUT 5343 -----34---- 8-CH INPUT ISOLATED INPUTS
PLC5268 CR5306 1/2A PLC5306
5306 IND-50.1 0:7 00 5306 5306A 5344 (+)o---- s_ 5344 5344A 1:8 00
NO 5605 J LIT AERATION
DO A2 A NC 5606 LE-30.1 IIO LEVEL RNDIC�TION
01 CR5307 T51-(-24) LEVEL TRANSMITTER EM5344 TS3-33 1 0
SPARE 5307 _5345 DISPLAY 5345A a
5307 0:7 01 02 Q1 A2 A NCO 5345 (_1 sHLD s+ TS3-34 SHLO VIO 3 m
CR5308 53458
5308 SPARE 0:7 02 5308 NO 5346 L--
Q2 A2 A NC 5346 COMO 2
03 CR5309 TS3-F7 TS3-35
5309 SPARE 0:7 03 5309 NO 5347 5347 L--- TS1-(-24)
04 Q3 A2 Al NC 1/2A TS3-36
CR5310 5348A
5310 5310A 5348
SPARE NO J LIT-30.2
5310 0:7 04 5348 (+)o---4HL)
s- -- 1:8 01
LE-30.2 / AERATION TOWER >
OS Q4 A2CR5311A T51-(-24) NC EM5348 TS3-37 111 6 LEVEL INDICATION
LEVEL TRANSMITTER DISPLAY
SPARE 5311 53 5349A
5311 0:7 O5 06 NO 5349 (_1 - s+ T53-38 SHLD V11 4 QS A2 A NC
CR5312 5349BI w o a
SPARE w
5312 0:7 O6 5312 NO 5350 L-- rc
Q6 A2 A NC COM1 5 F o
07 CR5313 TS3-F8 5351 TS3-39 z
SPARE 5313 w
5313 0:7 07 NO 5351 ----------� L--- z
OS Q7 A2 Al NC 1/2A - TS3-40 w
CR5314 -
5352A LIT-40.1
SPARE 5314 5314A
5314 0:7 08 NO 5352 (+)o---- J - 18 02 RACEWAY 1 a
Q8 A2 A NC LEVEL 112 LEVEL INDICATION
09 TS1-(-24) TS3-41 7 o
CR5315 TRANSMITTER 5352
SPARE e,
5315 0:7/09 Q9 5315 A2 A NO 5353 (_1 -- --J 5353 w
10 SHED T53-42 SHLD VI2 g a CR5316 5353AI
SPARE 5316
5316 0:7 10 NO 5354 L-- m �
Q10 A2 A NC COM2 8
11 CR5317 TS3-F9 T53-43
5317 SPARE 0:7 11 5317 NO 53551�4 5355 L---
12 Q11 A2 Al NC 1/2A ---------- - TS3-44
CR5318 -
5356A LIT-40.2 SPARE 5318 5318A
5318 0:7 12 NO 5356 (+)o---- J 1:8 03
Q12 A2 A NC LEVEL 113 LEVELIINDICATION
13 TS1-(-24) T53-45 12 `P
CR5319 TRANSMITTER 5356 ��9 0
SPARE 5319 5357
5319 0:7 13 NO 5357 (-> -- --J 10 i`_ 9-
14 Q13 A2 A NC SHED TS3-46 SHOO VI3 u
CR5320
5320 SPARE 0:7 14 5320 NO 5358 5357AL-- ydd y��
15 Q14 35
A2CR5321A NC TS3-F10 TS3-47 COM3 11 l8jD3b 0 s�s�`
5321 SPARE 0:7 15 5321 NO 5359 5----- L
TS3-F5 16 Q15 A2 Al NC 1/ ----- i = T53-48
5322 5360A _
5322 5360 (+)o---- _j 1:8/04
5040 5A +24VDC 17 5040 LEVEL � T53-49 114 150 RACEWAY 3 5044A z
5360 LEVEL INDICATION
5323 TRANSMITTER 5361
5323 OV 8 5361 (_1 -- SHOO J SHOO M4 17 5347E w
53-50
5361A eLi
5324 5362
+24VDC 1g L-- COM4 T53-51 16 Z g m
- m^N
TS3-F11 5363to
=o o
5325 5363 ----------- L--- V Z tap
OV 2p TS1-(-24) 1/2A = TS3-52 N wt c
_
LIT
5364A I : -40I.45326 5364 CLEVEL F T53-53 20 LEVEL INDICATION
TRANSMITTER 536J 5365
5327 5365 (1 - SHILD VIS 18
5365A T53-54 0 e
a LUm
5328 5366 L -1 T53-55 COMS 19
TS3-F12 5367 1
5329 5367 �hN----------- L---
1/2A TS3-56
5330 5368 (+)o---- J 5368A 1:8 O6
LEVEL 1 TS3-57 II6 210 LEVELIINDICATION
� TRANSMITTER 5368
-J 5369
0 5331 5369 (_1 SHOO SHLD VI6 23
5369AI TS3-58
5332 5370 L-- Ln
o TS3-F13 5371 TS3-59 COM6 22 Z U
0 5333 5371 ----------- L--- a = z H
a 1/2A -
- TS3-60 20 U 17 Q
5334 5372J - 5372A LIT-40.6 OU Q W
�+)O-
)o--- �SHL­D
F--- 18 07 RACEWAY 6 � _ O LU
LEVEL a TRANSMITTER T53-61 5373 117 26 LEVEL INDICATION w _ 0
53721 _� _
N 5335 5373 J SHOO VI7 24 d LL m m Cn
5373AI T53-62 O O x J
°m o -- COM7 T53-63 O L.Q
25 X
CO Q
a 5337 5375 L---
c
= TS3-64
h 5338 5376
0 5339 5377
ro
U
9 5340 5378
+24 VDC -24 VDC +24 VDC -24 VDC 35
5341 to 5342 to 5342 5379 to 5380 to 5380
w 5040 5044A 5040 5044A PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 50116
©Schnabel Engineering 2016 All Rights Reserved

5040 5044A 5040 5044A
from 5379 MODICON from 5379 from 5417 MODICON from 5417
5380 +24 VDC BMXAM10810 -24 VDC 5418 +24 VDC BMXAM00410 -24 VDC
RACK 1 RACK 1
TS4-F1 5381 SLOT 9 SLOT 10
5381 8-CH INPUT,ISOLATED INPUTS 5419 4-CH ANALOG OUTPUT
1/2A PLC5344 PLC5420
5382A LIT-40.7 V-40.1 5420 5420A i
5382
LEVEL (+)o- J 1:9/00 RACEWAY DRAIN 5420 FLOOR DIFFUSER VALVE 0:10/00 (+) 0
TRANSMITTER 1 TS4-1 IIO 1 LEVEL INDICATION POSITION COMMAND 1 U/I 0 TS4-33 VALVE a
5382 5421A POSITION m
5383 (-) J��LD J SHLD 83 VIO 3 5421 2 COMO 5421 SHLD SHLD ()
5383A1 TS4 2 5421B TS4-34
L--� --1
5384 TS4-F2 TS4-3 5384 COMO 2 5422 542- TS4-35 5421C
5385 �o TS1-(-24) 5423 V-40.2 0 10 01 5423 5423A
/ L—— FALSE WEIR VALVE 0 (*)
1 2A TS4_4 POSITION COMMAND 7 TS4- VALVE
5386 5386A 5424 5424A POSITION >
__ V-40.1 w
5386 (+) -------- 1:9 01 5424 —I
--------- (-)
VALVE / FLOOR DIFFUSER
TS4-5 111 6 VALVE POSITION FEEDBACK 8 COM1 SHLD HLD
POSITION 5424B TS4-37 $
5387 (_) ———— 5387 — —— 5387A 5425 ——1 M
SHUD SHLD V11 542 5424C x
TS4-6 4 = TS4-38
5388 5387B1 COM1 5426 SPARE 0:10/02 U 2 5426 " o
TS4-F3 TSq-7
5 11 / TS4-39
L—— 5427
5389 1/2A TS4-8 5427 12 COM2 SHLD TS4-40 m
5390A 5427A r i
5390 _ __ V-40.2 0
5390 ——————— 1:9 02 5428 y
VALVE �+�j / FALSE WEIR u,POSITION TS4-9 112 7 VALVE POSITION FEED ACK 542 TS4-41 m5391 _ —————5391—— —— 5391A 5429 SPARE 0:10/03 5429 0
0
SHLD El
TS4-10 SHLD V12 g 17 U/I 3 TS4-42 w
5430 rc
5392 5391B COM2 g 5430 18 COM3 SHLD m
[TS4 TS4-11 TS4-43
y� 5393 5430A
5393 'o----------� L-- 5431
1/2A TS4-12 543— TS4-44
5394A
5394 — J 5394 1:9 03 PIT GROUND 5432
PRESSURE (*) 113 120 PREESSUUREAINDICATIONS
TRANSMITTER eT14-15395 5395 SIG — ———— D V13 10 5433G-40.1 �TS4-F9 5434A 5434 RACEWAY 1 GATEy25396 CR5268 5434B ^ 5434C5434D5396 (-) — ————————— 5434 TS4-F5 COM3 I�T —————— ——————— 5A 5268 TS4-45 5435
y� 5397 5396A 1 CR5269 r——— —J TS1-(-24)
5397 /2A ————————— L--- 5435 5435A ^ J
TS4-16
TS4-F10 5436A RACEWAY 2 GATE
5398A 53988 CR5270 TS4-46 -
J 5398 PIT-50.2 5436 5436B 5436C 5436D W Z
5398 (+) — 1:9/04 SURFACE WATER PUM S 5436 r——— 5n
5040 PRESSURE TS4-17 114 15 PRESSURE INDICATION 3044A 5040 5A 527o TS4-47 — 5437 —J TS1-(-24�44A c a
TRANSMITTER
5399 CR5271 5437A r (�W e p
5399 SIG — ————J V14 5385 5437 ins—J
TS4-18 SHLD 17 5271 TS4- G-40.3 ^ y
W $n U
TS4-F11 5438A RACEWAY GATE 3 i Z O1
SHLD 5400 5438 CR5272 5438B f
5438C 5438D
5400 (-) — —— — 5438 ins——————
TS4-F6 5400A ———— ——— TS4-19 COM4 16 5A 5272 TS4-49 5439 r———
5401 CR5273 5439A r——— —J TS1-(-24) f V Z c N
5401 L——— 5439 ins—J �/ W m`a t
1/2A TS4-20 TS4- G-40.4 U
TS4-F12 5440 5273 RACEWAY GATE 4 ur
5402 5402 1:9/OS SPARE 5440 5440A CR5274 5440B ^ 5440D �
TS4- II5 5A Ids--5440C-- F--- v
20 5274 TS4-51r——5441 —J TS1-(-24)
CR5275
5403 5403 5441 I 5441A J
TS4-22 SHLD VI5 ITS—
18 TS4-F13 5275 TS4-52 RACEWAY UGATE 5
5404 5442 5442 5442A CR5276 5442B ^ 5442D
TS4-23 COMS I�r F_———
TS4-F7 19 5A 5276 TS4-53r 42C 5443 —J TS1-(-24)
CR5277 5443A J
5405 1/2A
5443 ^
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1 2A TS4-F14 5277 TS4-54 RACEWAY 6
5406 SPARE 5444A 5444 CR5278 5444B ^ 5444C 5444D
5406 1:9/06 5444
o TS4-25 Ins------ r---
II6 21 5A 5278 TS4-SSr— 5445 —J TS1-(-24)
5407 5407 5445 CR5279 5445A ^ J
TS4-26 SHID VI6
a 5408 23 5446 TS4-F155446 5446A CR5280 5446B TS4-56 5446C A ASKEUT(GATE 5446D >
r U
TS4-27 COM6 22 5A 5280 TS4-57 5447 —J TS1-(-24) d LM Z
2
L14F
r--- O
a 5409 � 5447 CR5281 544�s -1 O F O Q
1/2A TS4-28 TS4-F16 5448A 5281 TS4-58 ALM-50.1 U = R` �_ w
i 5410 SPARE 5448 CR5282 5448B ^ W = 0
a 5410 117 26 1:9/07 5448 5A 528�S4-59—————ALM-50.2 —— TS1-(-24) � D CIS
U
TS4-29
LL 5411 1. 5411 5449 CR5283 5449A ^ 0_ X
l�s------- --J 00 J
m TS4-30 SHLD V17 24 5283 TS4-60 Q CIS
0 w
0 00 z
5412 'OM
5450 Q
TS4-31 25
a
ry 5413 5451
TS4-32
h
5414 5432
00
in5415 5433
9
5416 5454 —
+24 VDC -24 VDC +24 VDC -24 VDC �p
5417 to 5418 to 5418 5435 to 5228,5266 ?? PROJECT: DA592013.00
5040 5044A 5040 5044A D C ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 50117
©Schnabel Engineering 2016 All Rights Reserved

I� BRAIL LIFT _I FEMALE HOLDING TANK _I
48�0VA, C BRAIL-50.1-VFD 48�0VAC FHT-50.1-VFD
5456 5494
5457 5456A 5456E 5495 5494A 5494D
5456 5494 0
F
5458 5496
U
545960 5497
DS5459 DS5497
5498
10A 10A
54
5461 5499
rc
5462 5460B 5500 5498B
5460 5460A LINE REACTOR LOAD REACTOR 5498 5498A LINE REACTOR M
LOAD REACTOR
5463 5501
DR5464A DR5502A F i
5464 5464 R(L1) U(Ti) 5464A 5464E 5502 5502 5502A 5502E
R(1-1) U(T1) o rc
T
5465 5465 S(L2) V(Tz) 5465A 5465B MOTT5465 5503 5503 S(L2) V(T2) 5503A 5503E MOTT5503 w
3HPa
0_
5466 5466 T(L3) W(T3) 5466A 5466 55504 5504 T(L3) W(T3) 5504A 5504E
0
rc
5467 ® ® 5505 ® ® w
5468 ® 5506
5469 5507
5470 KEYPAD 5470 O 5508 KEYPAD 5508
DV5470 DV5508 a
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u
5471 +24V QQ © 5509 +24V
RAISE-LOWER 5472 5472A 9 RAISE SLOWER 5510 5510A 9 rs�o3b 0
CR5478 CR5516
5�726_�������+ 550B
5472 � � 51 MODBUS TCP/IP M—����
^� --t'TO NETWORK SWITCH 5510 � � S1 MODBUS TCP/IP M—���� ———--ITO NETWORK SWITCH
5473 5478 8 25 5516 8 25
i CR5479 5473A 5511 CR5517 5511A
54738 55118
5473 L � o-QX S2 V- 5511 L � oQx S2 V
SS5472 5479 7 26 SS5510 5517 7 26 /�Z
5474 5512
SB-LCP PANEL SB-LCP PANEL w d E
W $n U
5475 ® 5513
b N
5476 5514 V to R N
N
z t a
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w �20
mat
U
5477 ULIMIT CR5478 5515 UPPER
CR5516 m
BRL-Z51 5478 FHT-Z5-1 5516
2———— NO 5192,5485 5516 ————— �—— NO 5194,5523
5478 —
�� NC 5472 �� NO 5510 v
LOWER CR5479 LOWER CR5517
LIMIT BRL-Z52 5478 LIMITFHT-Z5-2 5517
5479 L---—— --- NO 5193,5487 5517 L----- o--- NO 1191,5125
NO 5473 �� NO 5511
U_
5480 5518
5481 5519 w
0 5485471 5525509 C0
Y
5463 5521 z
} Q
Q W
0 5494 HIGH LIMIT IND 5522 HIGH LIMIT IND U
S T�5485 Q OW !
5485 CR5478 5485 — � � CR5516 5523 O O z
� -- , -- 5523 o--- U —
i p�
5478 5516 / � O —
2043 2050 F— J
i 5466 SB-LCPj------------ —J 5524 SB-LCPI---------------J O LL O m O
w LOWER LIMIT IND LOWER LIMIT IND
LL LT5487 LT5525 0_ m _
3 CR5479 5497 CR5517 5525 O O O W
0 5467 �o-———— A —— —0 5525
m �o----- A --- Q X J
° 2045 5479 \ 2052 5517 F— C] O Q
g 5488 SB-LCPj------------ —J 5526 SB-LCPj --------------J
o W
L�
548g SB-LCP PANEL 5527 SB-LCP PANEL 0
N z
w 0 5490 5526 a
W
J
9 5491 5529
—� 00
5492 5530
w PROJECT: DA592013.00
5493 5531 DC ENGINEERING DATE: 121111
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 50118
©Schnabel Engineering 2016 All Rights Reserved

MALE HOLDING TANK BASKET LIFT
480VAC MHT-50.1-VFD FBE-50.1-VFD
48^0VAC�..�
5532 5570
5533 5532A 5532B 5571
5532 5570 5570A 5570B
0
5534 5572 n.
rc
U
5535 5573 —
DS5535 DS5573
0A 0A
5536 5574
5537 5575
R5576
CR5589 5576 BRAKE 5576A
5538 5536B 5576
5536 5536A LINE REACTOR LOAD REACTOR
wo
5539 5577 -0-��-0 ro
5574B
DR5540A 5574 m
5540 5540A 5540B 5574A a 01
5540 R(L1) U(T1) 5578
o rc
5541 5541A 5541B MOT5541 LINE REACTOR LOAD REACTOR w
5541 S(L2) V(T2) 3HP 5579 0
a
DR5580A o
5542 5542 T(L3) W(T3) 5542A 5542B 5580 5580 R(L1) U(T1) 5580A 5580B -
0
rc
5543 ® ® 5581 5581 S(L2) V(T2) 5581A 5581B MOT5581 w
w�
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5544 ® 5582 c 5582 T(L3) W(T3) 5582A 5582B o
5545 5583 W�55�1�yj, FU5583A ® GND®55PH4
5546 KEYPAD 5546 O O 5584 BR1®
DV5546 XF5584 o m
DOOR MOUNTED d z � $
5547 +24V O KEYPAD O 5585 x1 :X285A 5585BI
�s yET�ox_
-LOWER 5548 CR5554 5548A 95585 A+ 58655�88�5548 �xoS1 MODBUS TCP/IP --- M—M----?TO NETWORK SWITCH 5586 �5 FU558 A- 5 7C
5549 555a 5549A 8 25 n~ RAISE- LOWER 5587A B+
CR5555 55498 C.5,F 87B
5549 Lg2 V 5587 —0 �xo g_ TO ENCODER
SS5548 5555 7 26 5594
5588B S88C IP W z
5550 5588 CR559� SHLD s
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5551 ® 5589 MO M; CR5589
5588 NO 5576,5577,5578 w S 2 L)
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C z '
5552 5590 V to N N
z a
N tom
mat
5553 UPPER 5591 ® y
LIMIT CR5554 3
MHT-25-1 NO 5196,5561
5554 —————�,——— NC 5548 5592 v
LOWER CR5555
LIMIT MHT-25-2 5586E
5555 L—————�,�—— N G G 5549 5563 5593 U_
UPPER CR5594
LIMIT FBE-25-1 5594 NO 5198,5599 Q
5556 5594 ————— NC 5587
LOWER CR5595 LL1
LIMIT FBE-25-2 5595
5557 5595 L————— �—— No NC 5199,5601 =
U
U)
0 5558547 5596
LL
5559 5597 J
a z LL1
ry 5560 5598 a U z Y
LT5561 LT5599 (1 Q V)
CR5554 5561 CR5594 5599 i Q F W Q
5561 �o-----�- A�-- 5599 �o----- A U = NQ m
i 5478 5594 Jul Q LL
r 2057 HIGH LIMIT IND 2064 HIGH LIMIT IND N t
$ 5562 SB-LCPj---------------- 5600 SB-LCPj------------ —� 0O LL 3O m z
LT5563 LT5601 0_ m U) Q
3 CR5555 5563 \ / CR5595 5601 \ / Q Q x0
m Y
° 5563 �o-————�- AA —— 5601
\ �o---- A\ 0 p z
0 5564 SB-LCPC9 547s —J LOWER LIMIT IND 2066 ssss LOWER LIMIT IND Q
?-------------- 5602 SB-LCP 7------------[B-LCP
—J �
a (D
R 5565 SB-LCP PANEL 5603 PANEL z
h 0
w J
5566 5604 U
in
9 5567 5605 J
— Q
5568 5606 �p_
w PROJECT: DA592013.00
5569 5607 DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 50119
©Schnabel Engineering 2016 All Rights Reserved

CT
GENERAL NOTES:
r{7 1 5 OROVIDE APPROV APPROVED IN EQUAL. BILL OF PLC,PLC MATERIALS
CI COMPONENTS AND HMI
2 SHALL BE SUPPLIED AS SPECIFIED.
h 2. IN ADDITION TO THE FUSE QUANTITIES SHOWN IN THE BILL
OF MATERIAL, PROVIDE 100% SPARE FUSES. 100 0
3. PANEL SHOWN WITH INTENT OF BEING USED AS SHOP y
DRAWINGS. CONTRACTOR SHALL PROVIDE COMPLETE AND
OPERATIONAL SYSTEM. THE PANEL SHALL BE BUILT BY A
UL-508A CERTIFIED PANEL BUILDER. THE COMPLETED
CONTROL PANEL SHALL BE UL LISTED AND INCLUDE ALL
UL LABELS REQUIRED FOR INDUSTRIAL CONTROL PANELS.
4. GROUND PANEL, SUB PANEL AND DOOR ON
MANUFACTURES PROVIDED GROUND TERMINALS. ALL
PAINTED SURFACES MUST BE PROPERLY CLEANED PRIOR >
TO ATTACHING GROUNDING CONDUCTORS.
9
5. LABEL ALL WIRING AS SHOWN ON THE SCHEMATICS USING o
o m m m m m HEAT SHRINKABLE SLEEVE TYPE LABELS.Im wo M
0 �fl1 40�00 a"
6. ABSOLUTELY NO PANEL PENETRATIONS WILL BE ALLOWED f
u 1 _ 11 ON TOP OF THE CABINET. CONTRACTOR TO KEEP AS MANY u a z
O PENETRATIONS TO THE BOTTOM OF THE PANEL AS w
POSSIBLE. z
1p Loxm araFn lam - 7. ALL CONDUCTORS ENTERING PANEL SHALL BE RUN IN w
II �� 11 O 11 O CONDUIT. g
8. PANEL SHALL BE ANCHORED AND FASTENED TO BUILDING
© STRUCTURAL ELEMENTS. USE EXPANSION TYPE ANCHORS o
MISELOWER xusm �,,� I APPROVED FOR THE APPLICATION ON MASONRY UNITS. USE a
STRUT MOUNTED TO STRUCTURE WHERE NECESSARY. o w
D O' r TI
11 11 w m F
o I- IRRRLT.F,r O O 9. PROVIDE PHENOLIC NAMEPLATE WITH PANEL NAME o
IIII CENTERED ON FRONT OF ENCLOSURE 12" FROM TOP.
I�
aus,= 111wIIt RN6ED LOwE1iED
r � 5 �� u�xanlxOc 11 Oi11 O O�p�V �
SPACE ALLOCATED FOR
CAMERA EQUIPMENT I II RNSE LOW RAM LOWM g=0 2y 1
cxox>En 1 caowm z fgtlu> 10 11 11 I I „dam y�� �I��x,
O O I I rs�o e q�
� 10
I
_ ___- - o 0 o w�w
--------------------°--------------------
�1i c
-- -- --- w d E
W $n U
iZ �m 01
V Z o N
1 PANEL LAYOUT 2 CONSOLE TOP LAYOUT N w N a=
SCALE:1:4 SCALE:1:4 ur
v
BILL OF MATERIAL
ITEM CITY CATALOG DESCRIPTION MFG
1 1 1489-M1C150 CIRCUIT BREAKER,BULLETIN 1489 SERIES,15A AB
2 12 1492-EAJ35 ENDANCHOR AB
3 70 1492-J4 SCREW CONNECTION TERMINAL BLOCK;1492-J AB J
4 3 1492-JG4 SCREW CONNECTION TERMINAL BLOCK;1492-J AB Q
5 2 1492-REC20G DIN RAIL MOUNTED RECEPTACLE AB w
0 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 100-300VAG W/NEON INDICATION AB
8 1 1606-XLS120E COMPACT POWER SUPPLY,120/240VAC/85-375VDC INPUT VOLTAGE,120W NOMINAL POWER AB }
0 9 2 199-DR1 ZINC/STEEL DIN RAIL EN5022(35mm z 7.5mm z 1 mm) AB Z LL
W O
0 10 6 80OT-H2A2 SELECTOR SW-2 POS MAINT,NEMA 4113 AB a U Z J
S 11 10 80OT-QBH24A ILLUMINATED MOMENTARY CONTACT,NEMA 4/13 AB Q W a J
w 12 4 80OT-T2H3EEXX TOGGLE SWITCH,2 WAY,SPRING RETURN,30MM 1NO/NC CONTACT AB (if _ Of U m
W = J Q
13 1 TCND2U-19AC-LN2C INTOUCH PANEL PC:COMPACT19" AVEVA �O LL Cb Z
w 14 1 CFC482423SS CONCEPT CONSOLE,STAINLESS STEEL,TYPE 4X,48X24X23 HOFFMAN 0_ x
m Q
15 1 CP2442 CONCEPT PANEL 24X42 HOFFMAN Q m O
0 16 2 GSC1 FUSE 5X20MM 250VAC,1A,TIME DELAY MERSEN C] O
17 4 GSC10 FUSE 5X20MM 250VAC,10A,TIME DELAY MERSEN O
c 18 11 GSC2 FUSE 5X20MM 250VAC,2A,TIME DELAY MERSEN Q
0 19 1 GSC5 FUSE 5X20MM 250VAC,5A,TIME DELAY MERSEN J
J
h 20 1 1 IGSC6 FUSE 5X20MM 250VAC,6A,TIME DELAY MERSEN w
w 21 5 C2WH6 2"COVER,WHITE PANDUIT Q
22 6 F2X4WH6 NARROW FINGER,SLOTTED WIRING DUCT PANDUIT a
23 1 SDU850A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT BOLA HD
9
24 1 TI-G1021 10 PORT HARDENED INDUSTRIAL L2 GIGABIT DIN RAIL SWITCH W/2 SFP SLOTS TRENDNET -�
a �-
3 BILL OF MATERIAL D C ENGINEERING PROJECT DA592013.00
E:NTS DATE: 12/23/20
SCAL
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 50120
©Schnabel Engineering 2016 All Rights Reserved

2010F BRAIL — 2010C 33gg
2000 from 2039 5472 2040 SS5472 54772gg frjT4aOM
2000 2040 24V DC 2———— rj o og0 2040A ^ ———�SB-R10 BRAIL RAISE
SB-RIO
20o0A
TS2-1 TS2-2
15A C62001 1310 2041 � 2041A 54�3
2001{ 2041 SB-RIO2———— ^ o 00% ^ ————2 S-RIO GRAIL LOWER
TS1-N TS2-3 TS2-4
LT5485 g C
2002 2042 SB 4R10j———— ^ 2042 �.A 2042A ————j SB 5RI0 RAISED INDICATION
TS1-F 1 TS1-F 9 TS2-5 TS2-6
2003 RECPT2003 2003A 2042B�
2003 10A H N 2043 2Ao a
F�K�
TS1-N5487B 2044 LT54872044A 54 72———— 9- ——— LOWERED INDICATION
2004 2044 S 5487 q S 10
T51-F 2
2005 RECPT2005 2005A 2044BF TS2-8
2005 10A H TS1-GND T51-F 10 TS2-7
N 2045 2Ao
2006 c
[(:0200�
T51-N FEMALE HOLDING TANK
2046
T51-F 3 0V2006 TS1-GND f�
2007 5510 2047 SS5510
5 0 w
2007 10A l � 2007A71 2047A 2047 SB-RIO2———— ^ o oX0 ^ ————2 10 FEMALE HOLDING TANK rc
HMI TS1-N TS2-9 TS2-10 FLOOR RAISE N
5510 2048 2048A 5g 1 0
SB-RIO --jS�-RIO FEMALE HOLDING TANK 2008 2048 2———— ^ o o0x r� —— a
T51-F 4 TS2-11 LT5523 TS2-12 FLOOR LOWER x rc
5523E 2049 Q i 5523C
2009 6A 2009 1 DV2009 2009A 2049 SB-RIOj———— A 2049A ————25566 R10 RAISED INDICATION u a z
UPS TS1-N 201 OC TS2-13 TS2-14 w
TS1-F�11 2049B� w
2010 2010 < 2010A 2050 2Ao
TS1-UPL TS1-UPN LT5525 gp C a
SB SRIOB —— 2051 i 2051A —— SSB SRIO LOWERED INDICATION 4
2011 2051 2—— A ——2
TS1-F 5 TS2-15 TS2-16
0V2012 TS1-F 12 w
201 20518� o
2012 10A 2 x 2012A 2052 2Ao a
S1-UPN w
CCTVMALE HOLDING TANK
2013 2053 SS5548 0
TS1-F 66 5 g
2014 2�A°b 2054 SB-RI48 Oj 2°54 XO 2054A ^ ——— 5B 8R10 MALE HOLDING TANK FLOOR
TS1-UPN 5548 TS2-17 2055 TS2-18 RAISE
2055A ^ 5549
2015 2055 SB-RIO2.——— ^ o 00% B-RIO MALE HOLDING TANK
TS2-19 TS2-20 FLOOR LOWER
5561E 2056 \LT5561 2056A ^ 5`g 1C g z a c
2016 2056 SB-RIOj———— ^ q ————2 10 RAISED INDICATION c u
TS1-F 13 TS2-21 TS2-22 ydd 2� 8
2056B 18 Q.e
eon 2057 2Ao �o3y
T5563 5g C
SB SRIOB —— 2058 i 2058A —— 5SB 3R10 LOWERED INDICATION
2018 2058 2—— iv q ——2
TS1-F 7 TS1-F 14 TS2-23 TS2-24 ` v
2058B� Z
2019 A 2059 2Ao _
TS1-UPN 2010B BASKET LIFT c
w d E
2020 2060 W $M U
SS5587
T51-F 8 5587 2061 �X0 2061A 5�RZN Z `M
2021 2061 SB-RIO2———— ^ o o ^ —— 10 BASKET RAISE ,
TS1-UPN TS2-25 TS2-26 V to tU
5587 2062 2062A 5gg8 Z "=to
2022 2062 SB-130———— o o0X ————2 SB-RIO BASKET LOWER N w65
TS2-27 LT5599 TS2-28
U
5599B 2063 i 2063A gg C
2023 2063 SB-RIO2———— ^ 9RI0 RAISED INDICATION
TS1-F 15 TS2-29 TS2-30 v
2063B
2024 2064 2Ao
LT5601 ggoo CC
SB 6RIOB —— 2065 i SB-R10 LOWERED INDICATION
2010B �1 2065A 5 1
2025 2065 2—— 9- ——2
TS1-F 16 TS2-31 TS2-32
2065B
2026 2066 2Ao
CROWDER,GATE,WEIR
2027 2067
SS5200 22��pp
0 520 �X00 2068A 5$g5R10
2028 2068 SB-RIG———— ————j
TS2-33 2068 TS2-34
p� CROWDER 1
0 2029 2069 SB-RIO j————52 0 �OOx 2069A ———�SB�RIO Z C.)7 TS2-35 2069 SS5202 TS2-36 Of U Z5200
Q
a 2030 2070 SB R102———— X00 2070A ———-Sg 2RIO U F U
S TS2-37 2070 TS2-38 U Q W a
w 2071 CROWDER 1 FENCE _ 0 w
F 2031 2071 SB-1310---- �OOx 2071A ---�Sg 3RIO W U J =
i TS2-39 SS5204 TS2-40 00 ILL 0 m Y)
Lo
= 5200 207u, 5 4 d
w 2032 2072 SB-RIO2———— x00 ————j SB-RIO U O X J
m TS2-41 2072 TS2-42 CROWDER 2 1: coQ co U Z
5200
0 2033 2073 SB-R102———— �OOx 2073A ———�SBSRI° 0 O Q
TS2-43 2073 SS5206 TS2-44
52
2034 2074 SB 13102———— X00 2074A 01 ————�5 SB 6RI°
TS2-45 2074 TS2-46 CROWDER 2 FENCE
2035 2075 SB R102---- �OOx 2075A ———--XZRI°
w SS5164 2075
TS2-47 TS2-48
a 5200 XO p�
2036 2076 SB-RIO2———— 2076A ————j SB$RI°
9 TS2-49 2076 TS2-50 GATE 50.1
5200 -1
2037 2077 SB-R 2077 IO2———— Ox 2077A ——— Sg 9RIO
TS2-51
5200 SS5166 5p�0 �—
2038 2078 SB-RIOj———— x0 2078A TS2--52—— SB-RIO PROJECT: DA592013.00
sz-53 2078 TS2-54 D C ENGINEERING
WEIR DATE: 12/23/20
5200 P079A 5 1 Careful listening.Dynamic solutions
2039 2079 SB-1310———— 0x ————2 SB-RIO ww.dren meerin nd SHEET
to 4 to 2V 0 toV 8 TS2-55 2079 TS2-56 -24V DC 9 9
to 2040 to 2040 to 2080 to 2080 Phone:[phone] Project:20DAC01 50121
©Schnabel Engineenng 2016 All Rights Reserved

2010E 2010C
from 2079 from 2079
2080 24V DC -24V DC
2010R TS1 F 17 24V DC POWER SUPPLY 2010C
2081 2081 2081A Ll
1A
PW2082 TS1-UPN
2082 2082
G — TS1-GND
TS1-F 18 -
2083 2083 2083A
5A
TS1-(-24) F
0
2084
2085
2086
TS1-F 19 DV2087
2087 2087 s 2087A
Ll
ETHERNET SWITCH TS1-(-24)
2088
xQ M
2089 T °
o rc
2090
2091
a
0
2092 0
a
2093
w�
2094
2095
2096 =N 2y 1
2097 vd�r yd Q',e O
rp3b
2098
v
2099
2100 d/1! W 9 E
U
2101
n N
to
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2102 t w Z 'co
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-a U
65
2103
v a
3
2104
2105
2106
2107
0
2108
2109
N
a Z V
Q W
0 2110 U O Q Q
U Q LU d U W
2111 = p
w D
J =
0LL � U
2112 d � ca U) (n
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0 2113
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0 2116
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9 2117
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
2119 Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 50122
©Schnabel Engineering 2016 All Rights Reserved

Q
5'-8" 18,-0"
1 2 0 4 6 1
N
102'-0" 12'-10" o
6'-6" , 6'-0" 5'r4" 8'-2" 6'-0" , 8'-0" ,8'-10" , 24'-2" , , 29'-O"
2
1 1
O104 W2 OA W1 W2 W8 W9 14 15
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IN. (� STORAGE ;0 4 1 8 5 1 00
In W6 I 3 104 1
I I I I m u
1 I I O 1 1 O od N
O a I B I O I FORMALIN o I I ELECTRICAL O I o �w z
N STORAGE 2
i 0 /'to a, 1C I i 108 I I I 120 o z
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1 1 ELEC.COMM`.q c:� 2X"p RESTRd , , , , >s w
105 7"� Wfv 106 �`, I 5 Wi o o nlc o g
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BREA ROOM A 10 I T" I I I I 5 w
W2 103 2 I g
o r____ o a s -
2 io W8 106 O in ' _z.z ¢gw
`O 1 12'-10" 5'-0" -2" 3' 0° 7'-O" g'-p" 9'-2" 28'-8" 12'-1 O" ° PB
---- ---- - to
112CiT' 3MUD RM. INCUBATION ' w15 ��t109 110 8 2X6 ,3 108 O' �^_s (D Io W7 II CHILLER GE 3ERATOR �y Z r W12'-10" -O" 5' T-8" w1 w2 I W D nz C o °mz c�
tot O / I I I �fl� •SS�
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4 ---------------
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aI --------
i 1 � I I I I � NMc
a -------y------------------
O 14'
W2 O 110 W1 W2 115 116 W8 W9 O 117, III 118 w1 w1 W1 N w
2 I O 1 2 1 N
5'-O" T-10" 8'-6 2'-4', 5'-O" 8'-O" 3' 10" 5'-4" 8'-O" 8'-4" 5'-6" 14'-1" 14'-7" 6'-5" 6'-5° o
w 114'-10"
"8 10'-8" a° 10'-8" A-5
"8 10'-8" "8 6
� I I
________ _____ _ _ ___J 4 L___ __ _________
8'-4" 8 " f-r L L7'-8"
T 2
z
A-4 - O
5
a CD
FLOOR PLAN w Z 0 Q o
a q E1_ z
SCALE: 1/4" = 1'-0" Z® w O o J
x KEYNOTES ® GENERAL NOTES LEGEND = W w >_ �
0 3: LL
1­- 0� o
0 1. WALL MOUNTED FIRE EXTINGUISHER MOUNTED WITH HANDLE AT +48"A.F.F. MAX. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT WALL CONSTRUCTION PER WALL TYPES. = a w 2 LLJ O
N RATED 2A,10B,C. ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE = o a U =
w 2. GRADES AT ENTRY DOORS TO BE NO MORE THAN 1.5% IN ALL DIRECTIONS FOR A BEGINNING OF CONSTRUCTION.
S B. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL ❑F FLOOR CONSTRUCTION TYPE PER SHEET A-06 o Q Q
g MINIMUM DISTANCE OF 5'-0" PERPENDICULAR TO DOORS.
3. STOP FLOORING HERE. USE TRANSITION STRIP AS REQUIRED. (UNLESS INDICATED OTHERWISE). m =
4. 4" CONCRETE BLOCK VENEER ON 6" HIGH CURB AT ALL INCUBATION ROOM C. VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH FOUNDATION PLAN. 0 WALL CONSTRUCTION TYPE PER SHEET A-O6.
z WALLS. D. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU 0
5. ALL INTERIOR AND EXTERIOR WALLS AT SOUTH PORTION OF BUILDING TO HAVE 6" UNLESS OTHERWISE NOTED. DIMENSIONS TO ACCESSIBLE CONDITIONS ARE ® DOOR NUMBER CALLOUTS
HIGH CONCRETE CURBS. TYPICALLY TO FACE OF FINISH.
a 6. 4X4 WOOD POST COVERED WITH " GYPSUM BOARD. E. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN
w 7. LOUVER, SEE MECHANICAL. ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING ® WINDOW TYPE CALLOUTS
8. DRAIN TRENCH AND GRATING, SEE STRUCTURAL. STANDARDS AND CONFORM TO ALL BUILDING CODES.
F. PROVIDE LOCKBOX ADJACENT TO MAIN ENTRY PER LOCAL FIRE DEPARTMENT 9—DErAL
-SHEET NUMBER
9. DESK AND CHAIR, SEE FF&E SCHEDULE, GA-9. REQUIREMENTS. INTERIOR ELEVATION CALLOUTS
10. CONFERENCE TABLE AND CHAIRS, SEE FF&E SCHEDULE, GA-9. G. WHERE SIGNAGE IS PROVIDED, INSTALL TACTILE SIGNS ON THE WALL AT THE NUMBER
11. BENCH, SEE FF&E SCHEDULE, GA-9. PROJECT: DA592013.00
12. (12) METAL LOCKERS, SEE FF&E SCHEDULE, GA-9. LATCH SIDE ADJACENT TO THE DOOR WITH TOP AT 60" MAX. A.F.F. PER ICC
13. (2) BOOT RACKS, SEE FF&E SCHEDULE, GA-9. Al .1 SECTION 703.3.10. DnTE.SHEET 020
14. BOOT DRYER, SEE FF&E SCHEDULE, GA-9. 60 A 1
0 Schaabel Engineering 2016 All Rights Reserved

Q
STORAGEI .J
toa
+10'.=0"
FORMALIM: ELECTRICAL N
+1A'-0"
. h8'-6 STORAGE'
AGE +12'-0"
8'-6 +12'-0°
fc
REST OOM ® .
ES '
BREA R00
103 .. 4 ..
N
IMURM INCUBATION " 2. 2 ZL
rU Wm�
+12'-0" 3
+10'-0" +12-0" ® OS.. E ER10
ATOR
o „3 �s� o me LL
DSO ,,2 d
8'-6 2
8'-6 +12'-0". s g
ma
1 8
OS Ell
JTIL.STOR.: ❑° .0 P y
107 ..
G F- °m
0 Lu w
LLix
0- O
Ll �T� .Z�w
Iou.S
—
z w E
w 5
U Z C
twZ
v,w k
Z ` U
v N
w � REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0" Z
a
a
O Q
KEYNOTES ® FIXTURE LEGEND o } Z z
w 1. ACRYLIC FINISH OVER FIBER REINFORCED STUCCO OVER CEMENT SURFACE MOUNTED LED LIGHT w a o Q p (�
HVAC SUPPLY DIFFUSER a J z
c0
BOARD. ® FIXTURE PER ELECTRICAL g w _ J
2. J" GYPSUM BOARD, PAINT. DRAWINGS. w Ov p �
3. VENTILATED PRE-FINISHED METAL SOFFIT. SURFACE MOUNTED RESIDENTIAL w x o W M U
a 4. 20"X30"ATTIC ACCESS HATCH. PROVIDE R-28 RIGID INSULATION AND HVAC RETURN GRILLE LIGHT FIXTURE PER ELECTRICAL v 3 w
TIGHT WEATHER STRIPPED FRAME AS REQUIRED TO ELIMINATE AIR AND DRAWINGS. = a w = W �
MOISTURE TRANSMISSION.
5. GYPSUM BOARD SOFFIT ABOVE WALL CABINETS. EXTEND 1" PAST FACE ® EXHAUST FAN RECESSED CAN LIGHT FIXTURE U) ? o U U
OF WALL CABINET DOORS. PER ELECTRICAL DRAWINGS. o Q Q J
GYPSUM BOARD OR CEMENT SURFACE MOUNTED LIGHT m = I I
GENERAL NOTES BOARD CEILING AT ELEVATION } FIXTURE PER ELECTRICAL p of
AS NOTED DRAWINGS.
A. SUSPENDED GYPSUM BOARD CEILING SYSTEMS SHALL BE INSTALLED PER 2'X2' SUSPENDED
MANUFACTURER'S REQUIREMENTS AND IN ACCORDANCE WITH ALL ACOUSTICAL CEILING AT 2'X2' LAY-IN LED LIGHT FIXTURE
=�7
w APPLICABLE CODES AND STANDARDS INCLUDING IBC 803.9 FOR CEILING ELEVATION AS NOTED ❑� PER ELECTRICAL DRAWINGS.
o CONSTRUCTION AND IBC 1621 FOR SEISMIC DESIGN.
B. SEE MECHANICAL DRAWINGS FOR HVAC DESIGN. ITEMS SHOWN HERE OCCUPANCY SENSOR PER EXTERIOR WALL MOUNTED LIGHT
ARE FOR COORDINATION ONLY. OS ELECTRICAL DRAWINGS. F❑ FIXTURE PER ELECTRICAL
C. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DESIGN. ITEMS SHOWN DRAWINGS.
HERE ARE FOR COORDINATION ONLY. PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
C
60 A 1.1
®Schn bel Engineering 2016 All Rights Reserved

3 6
4 -4 ACTTTJJ 0„
7 1 1 4 9 1 7 1 7 1 4 9 1 7
o ' ■ o
1—' ' ------------'— 'r--S— ' ' ' ' '
�__________i ___________________ _________ T_�____ ______________________________________ _________________________________l■c__________ ______ ________________ __________________________________ _____-
L ROOF AREA = 1280 S.F. -------- f --------------------- ---ROOF AREA = 2 224 S.F.---------------III----' -----------' z
- llll ' NORTH ROOF AREA - I �- --SOUTH ROOF AREA---------------------
'I 1 1 y
VENTING REQ D = 615 S.I.TOTAL I I I VENTING REQ'D = 1,068 S.I. TOTAL
308 .I. TOP & BOTTOM I I I III I 614L.FI RIDGE VENT X020 S.I./L.F. = 1,220 8'1l
39.5;G.F. RIDGE VENT X 20 S.I./L.F. = 790 S.I. 1
79 Illt,_ E�iTET1SOFf1T7C� l-� tOfi l I 1 I w i 122 L.F. VENTED SOFFIT X 14 S.I./L.F.
�j0 3 I I I I �j0 III I Io
-------i----T -- O
li_____ III____ ---------------------------11
------ I I I I ____ I III I III �------------------ I -- I 8 1---------TI m`
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1 I w�WQ w I I 1 1 III I III I I ZFfq I O�
li li li iii O O� mZ `,V
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--- -------- -I L_-_--_0-_ 4 gu 2III
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5:12 5:12
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n 7 4 9 4 I I N I 4 9 6 7
-8 A-4
2'-3" 2 2'-3" 2'-3"
a
1 ROOF PLAN
z SCALE: 1 4' = 1 -0 Z
s
X KEYNOTES ® GENERAL NOTES ROOF VENTILATION REQUIREMENTS
Z
1. DASHED LINE INDICATES LINE OF WALL BELOW. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING ENCLOSED ATTIC SPACES SHALL HAVE CROSS VENTILATION FOR EACH NOTE: THE FOLLOWING AREAS FOR SOFFIT AND RIDGE VENTS IS BASED LD
CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE ON TYPICAL CONSTRUCTION PRODUCTS OF THIS TYPE. GENERAL ¢ CD
2. STANDING SEAM METAL ROOF ON 15# FELT. } Z
DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED CONTRACTOR TO VERIFY THAT THE FINAL PRODUCTS SELECTED MEET
w 3. 20"x30"ATTIC ACCESS HATCH. PROVIDE R-28 RIGID INSULATION CONSTRUCTION. SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OR EXCEED THE ASSUMED VENTILATION VALUES, OR ADJUST THE w a o Q p
AND A TIGHT WEATHER-STRIPPED FRAME AS REQUIRED TO OF 1"OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION DESIGN AS REQUIRED TO MEET THE VENTILATION REQUIREMENTS OF W a w _j z
ELIMINATE AIR OR MOISTURE TRANSMISSION. B. COORDINATE ROOF PLAN WITH ROOF FRAMING PLAN AND WITH AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL EACH OF THE DRAFT-STOPPED SPACES OF THE ATTIC. } O o Z Z Q
FINAL ROOF TRUSS SHOP DRAWINGS. v o m J
NOT BE LESS THAN 1/300 (WITH VAPOR BARRIER) OF AREA OF THE w o U a
4. PRE-FINISHED METAL RAIN GUTTER. C. ALL GUTTERS AND DOWNSPOUTS ARE TO TIE TO SITE DRAINAGE SPACE VENTILATED WITH AT LEAST 40 PERCENT AND NOT MORE THAN PREFINISHED PERFORATED METAL SOFFIT VENTS HAVE 7 S.I. NET FREE _ Lu w W >_ LL
5. STEPPED METAL FLASHING AT RAKE WALL. SYSTEM. PROVIDE 22 GA PREFINISHED SEAMLESS ALUMINUM 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY OPEN AREA PER SQUARE FOOT WHICH EQUALS 14 S.I. NET FREE ¢ p ILL W U
GUTTER. MAXIMUM LENGTH OF GUTTER TO DOWNSPOUT: 20'-0". VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE NOT AREA PER LINEAL FOOT OF 2'-0"WIDE SOFFIT. = a w = O
6. CONTINUOUS RIDGE VENT(20 SQ. IN. N.F.V.A./FT. MIN.). COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH LESS THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE ATTIC. x = a U = �
CORAVENT V-600E, INSTALL PER MANUFACTURER'S OWNER PRIOR TO CONSTRUCTION. PROVIDE HEAT TRACING AT RIDGE VENT (CORAVENT V-600E) HAS 20 S.I. NET FREE AREA PER ¢ o OfU
°= SPECIFICATIONS. ALL GUTTERS AND DOWNSPOUTS, SEE ELECTRICAL. METHOD OF VENTILATION: LINEAL FT. Q Q
7. PREFINISHED METAL DOWNSPOUT FROM GUTTER DOWN TO GRADE. D. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE 1. PERFORATED METAL SOFFIT VENTS AT EAVES m =
h TIE INTO SITE DRAINAGE SYSTEM AS REQUIRED. SEE CIVIL IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS, 2. CONTINUOUS RIDGE VENTS. o
h DRAWINGS FOR SITE DRAINAGE SYSTEM. ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING
8. PROVIDE AND INSTALL SNOW BRAKES ADJACENT TO ALL GUTTERS. CODES. AREA OF ROOF TO BE VENTILATED:
a NORTH ROOF: 1,280 S.F. / 300 = 4.267 S.F. x 144 S.I./FT. = 615
9. VENTILATED PRE-FINISHED METAL SOFFIT. LEGEND S.I. OF VENTILATION REQUIRED.
0
10. g"O.S.B.ATTIC DRAFT STOP ON SIDE OF ROOF TRUSS. FLOOR PLAN BELOW. SOUTH ROOF: 2,224 S.F. / 300 = 7.413 S.F. x 144 S.I./FT. _
1,068 S.I. OF VENTILATION REQUIRED.
a 4a??a?a GUTTER LOCATION. PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
60A2
0 Schaabel Engineering 2016 All Rights Reserved

KEYNOTES
1. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2%
7 MIN.
2. ALUMINUM STOREFRONT GLAZING SYSTEM.
3. PRE-FINISHED METAL OVER WOOD FASCIA.
16 4. PRE-FINISHED STANDING SEAM METAL 16"W SIDING.
5 5 6 5. CONTINUOUS RIDGE VENT, SEE ROOF PLANS.
7 15 6. 4"ARTIFICIAL STONE SILL. o
+12'-0" _
TOP PLATE B - 7. PRE-FINISHED STANDING SEAM METAL 12"W ROOF.16 -
8. METAL CLAD INSULATED DOOR. w
"- - 9. PRE-FINISHED METAL GUTTER AND DOWNSPOUT. TIE
DOWNSPOUTS TO UNDERGROUND SITE DRAINAGE
3 I I oO 10. GABLEMATTIC VENT, 16" X 24".
11. MANUFACTURED STONE VENEER SIDING.
12 OVERHEAD COILING DOOR.
13. ALUMINUM STOREFRONT WINDOW SYSTEM.
14. PRE-FINISHED HORIZONTAL METAL TRIM.
+0'-0" 15. 2X10 LP SMARTSIDE TRIM, PAINT. m
TOP OF SIAB� 16. 2X6 LP SMARTSIDE TRIM, PAINT. a
6 2 s 3 s I 2 s s I 2 a s a 17. WOOD BEAM, SEE STRUCTURAL. ao
18. 8"X8" STEEL COLUMN. °
19. LIGHT FIXTURE, SEE ELECTRICAL w
1 WEST BUILDING ELEVATION 20. LOUVER, SEE MECHANICAL }_
SCALE: 3 16 = 1'-0" xr "
GENERAL NOTES Sao°
A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY @I1B "o
5 TO ALL ELEVATIONS. m a a
B. ALL FINISH MATERIALS TO BE INSTALLED PER o a
MANUFACTURER SPECIFICATIONS, 2015 IBC oo � ngN
REQUIREMENTS AND PER GENERALLY ACCEPTED
7 CONSTRUCTION PRACTICES. PE
C. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS
+1 WITH OWNER PRIOR TO ORDERING AND INSTALLATION. ���CT*
T D. SUB-CONTRACTORS TO PROVIDE 12"X 12" MIN. G� 1- =m
- TOP SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S w 7,a �k
REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. o Wof
3 E. ALL UTILITIES TO BE SCREENED OR BELOW GRADE. Z W. O
,o COORDINATE WITH MECHANICAL DRAWINGS AS ° Oz &
REQUIRED. Vfzo .O
Li F.
STYLES WHERE NOTSHOWN (UN AROUND ADJACENT CORNERS
L� m i �I ILESSNOT NOTED OTHERWISE).
34 4 Fog En
G. PROVIDE MOUNTING BLOCKS FOR FIXTURES AND
+0'-0° OUTLETS MOUNTED IN METAL SIDING. REQUEST z
----------------
------------------------ ------- ---------- --------------- ----------- - TOP OF SLAB CUSTOM COLOR FROM GENERAI CONTRACTOR. c
m f1! w E
4 4 13 8 6 V^ w m 5
M a>
2 EAST BUILDING ELEVATION v N�
w Hatchery Building Exterior Finish Schedule Z
SCALE: 3/16" 1'-0' Exterior Feature Material Anticipated Manufacturer Color N w 'dL
iAEP SPAN-Select Seam Narrow a y
Roof Standing Seam metal-12"wide Batten Submit color options for selection by owner 3
'm Roof Gutters&Downspouts Pre-Finished Sheet Metal Custom Match roof color o
Roof Fascia Sheet Metal Custom Match roof color
AEP SPAN-Select Seam Narrow
iMetal Siding Standing Seam metal-16"wide Batten Submit color options for selection by owner
Ventilated Soffit Ventilated alumimmum soffit Kaycan Submit color options for selection by owner
a
Aluminum Framed Doors&Sidelites Factory Finish Aluminum Kawneer Trifa6451 Submit color options for selection by owner
Aluminum Framed Fixed Windows Factory Finish Aluminum Kawneer Trifab 451 Submit color options for selection by owner
Manufactured Stone Veneer Manufactured Stone Veneer Eldorado Stone —_ Submit color options for selection by owner
5 Utiliy Vents,Gable Vents&Mount l ng Blocks Varies Field Painted-Match Adjacent Siding Col or
m Beam Wrap and Entry Roof Fascia Painted Hardboard Siding&Trim LP Smartside Submit color options for selection by owner
X Exterior HM Doors(excluding main entry) Metal Submit color options for selection by owner
,u T Exterior Coiling Overhead Doors Metal Overhead Door Model 6255 Submit color options for selection by owner Z
i Mechanical Louvers Metal Factory Finish to Match Adjacent Wall Color z
Steel Columns Steel Custom Submit color options for selection by owner j Q O
oNote:All colors to be reviewed and approved by Owner. 0 >- Z J z
w 12 10 10 12 w a O Q
w _
5� Q5 5 woo ZD LLLI
m 5 14 w x 0 C) m J
X: LU w
LIL
o +12'-0" 7 ® 7 = a w = w 0
TOP PLATE
' �—-
+10- '_ D
a - - - -�TDP[A1� o
a 4 Q
3 Q X
+1kOS�BEZi RI 1 m = w
h 3 I 19 17 O
6
c
+0'-0" - ----- -- --------- I I +0'-0"
ci TOP OF SLAB L - TOP OF$LAB
20 8 6 13
a
PROJECT: DA592013.00
3SOUTH BUILDING ELEVATION NORTH BUILDING ELEVATION DATE:SHEET020
SCALE: 3 16 = 1'-0" SCALE: 3 16" = 1'-0" 60A3
0 Schnabel Engineering 2016 All Rights Reserved

Q
3 GA-8 3 GA-8
6 A-5
.----------------
4 A-5 12 4 A-5 O.H.
I i +10,_4„
I _ I TRUSS BEAPoNG
TOF�R1E-� ag'O 0. N
I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I i I I I I i I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
F BEAM
TOP OF w-+-- I I TOP OF SIAB y i I o
/ wu N
'o N
^W z
p K
SECTION SECTION 2 m
SCALE:3/16" = 1'-0" A-1 SCALE:3/16" = 1' _
o
s'
z�
N
/ 3 GA-8
„ 3 GA-8 'r-,CT*Ab
1 Q5 �� ~ oo sty
/ Q 2 A-6 ---- 12 ---------------- \3 A-6 m=Q
5 � O
o�--
1 A-6 1 A-6 O.H. \I I i p wzm�� �w
o
\\ I \\I >�Af,1� m°+12'-0
OP PLATE *- G2"
+10'-0" RUflB ARI �T+8'-51/2' �S Z
BOT.OF BEAM W_
I I I I
c _ O
2
6
NN�
TOP OF SLAB- i I i TOP OF SLAB
\—
v
a
SECTION SECTION 4
< SCALE:3/16" = 1'-0" A_1 SCALE:3/16" = 1'
a
z
/,_ 3 GA-8 _ 3 GA-8 (D
s 4 A-6 1 12 1 A-7 3 A-8 1 12 2 A-7 w Q o Q p 0
.---------------- _
/ -----.\ o o Z U
ULu
m I I I W U)
+�2 � +12-0 II
d
(p7
02TOP PLATE � 2 W Z
U US-
i/—*T+R
- = o =
U) 2 a-
I I U
+8'-5 2" O+8-5 1 2" o
T "BOT. 0 Q0 0 I I I I I I 3: m
I I I I I I 0 =
I I I I I I m
I I I I I I x
z I I I I I I I I 0
I I I I I I I I
I I I I I I
TOP OF SLAB I I TOP OF SA� I
I I I I I I I I
SECTION 5 SECTION 6 PROJECT:DATE: 1213/20203.00
SCALE:3/16" = 1'-0" A-1 SCALE:3/16" = 1'-0" A-1 SHEET
60A4
0 Schaabel Engineering 2016 All Rights Reserved

_ 3 GA-8 A 2 A 8 <
12
/ 3,_ GA-8
-----.\ � RSSNTU BE
a +9'-0"
s
+12'-0"_ _ I I I
TOP pill �� HOT.Of BEAM
+10'-0
TOP PLATE
SECTION
3 I\ ; 1w.
+0'-0" _ +0'-0" -----
TOP OF SLAo TOP OF SIAB�Y i i i SCALE:3/1 s" _ -o" A_1
I I I I I I I I oa
KEYNOTES ® w=
----- fW
1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER. o 0.
SECTION SECTION 2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE. z
2 3. MANUFACTURED TRUSSES (TYPICALLY AT 24" O.C.) PER STRUCTURAL ROOF FRAMING PLANS. m 0z.
SCALE:3/16" = 1'-0" A_1 SCALE:3/16" = 1'-0" A-1 ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO 3a
z.
PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL .0 " o
BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN. �� c^=w
4. PROVIDE ROOF TRUSS OVERBUILD AS REQUIRED.
5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC w
VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08. _a w
6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2" CLEAR VENTILATION. o$ N
7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS. = s
8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS
AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM ��CT��I
THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0". CIVIL DRAWINGS FOR �1
CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS m='o m �O
SLOPE OF 1.5%. O _
2'-6' 9. ROOF TRUSS CLIPS PER STRUCTURAL DRAWINGS. m u a w
R1 2 R2 SIM. 1 10. 2x6 ROOF TRUSS TOP CHORD RAFTER TAIL. s pro
OVER
12. VENTILATED E-FINISHED
RE-FINISH D METAFASC IA METAL SOFFIT. SEEOVER 20FASCIA ROOF PLANSiFOR ROOF VENTILATION NOTES.
PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED.
4 3 13. 2X6 (OR 2X4 AT 2X4 WALL) PRESSURE TREATED SILL WITH FOAM SILL SEAL AT EXTERIOR
1 WALL. ANCHOR BOLTS PER STRUCTURAL. Z
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS.
s 7 R1 7 R1 7 12 15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS. w - E
w 16. THICKENED CONCRETE SLAB WITH REINFORCING PER STRUCTURAL w m m E
z'-o' 6 z'-o° 6 6 31 17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE.
2 3 2 3 3 18. WINDOW SILL AND APRON TRIM. d M d
10 10 19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. DOWN FROM FINISH FLOOR (8" MIN. FROM L7 d
5 5 5 TOP PLATE WOOD FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS V zt
+10'-0" +10'-O" 33 +10'-0" FOR GRADES. y w d y
TOP PLATE TOP PLATE -+TOP PLATE 20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE
w N 9 9 9 +9' 0" STRUCTURAL DRAWINGS..
T 30 30 - BO�T OF BEAM 21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB. .
12 W2 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP.
< 1 11 12 2 25 I 23. LAY IN ACOUSTICAL CEILING, SEE FINISH SCHEDULE.
23 W2 23 23 24. 4"GROUND FACE CONCRETE BLOCK VENEER, SEE FINISH SCHEDULE.
25. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT.
26. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE.
27. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE.
9 28. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING.
29. INSULATED HOLLOW METAL DOOR AND FRAME, SEE DOOR SCHEDULE.
w 30. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS.
`= 7 31. 6 LP I TRIM, PAINT.32. LPSMARTSIDE BOARD AND BATTEN SIDING, PAINT. U
GENERALSNOTESIM, PAINT. w a p Q o 0
s 15 8
i 27 � d w J �z
29 A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION w o o m W
W2 NOTES. w w o U
Q _ 21 B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC v w w W >
14 4 14 NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND H p LL �_ � (D
13 F1 8 28 F1 F1 28 8 DETAILS. Q a w W Z_
+0'-0" +0'-0" - C -+O' 0" ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE FINISHED METAL (MATCH ADJACENT FINISH = = 0- U =
TOP OF SLAB CAULKING• TOP OF SLA TOP OF SLAB COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED o Q J
t 11-III III =III = =III =III= III =III - =III D. ALL WOODTTRIMATOHBE�CAU KED,ACENT APRIIMED ANTERIAL IDHPANTED. m = m
w 19II I �" III~ II ��-�I�III IIIIIII � II� � � ;„IIIIII 1 =11 = - _ = E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, o
1• - -III- - - r III III
III- -III r - - II- JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR
TR 11= -II EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER.
III=1 + •;: III II III I ++ ;: II II I _III +' II II
-III I=III 22 III III =III 22 22 =1 -I F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE
W T_I III �I _III T_I =III=I IIIIIII TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES
o =III III=III-III 1= -II�III-II�III - =L-III- LIII-11 PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER
o - - - - 20 = _ _ = 20 20 - - - - TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT.
< SECTION 4 SECTION 5 SECTION 6 LEGEND
PROJECT: DA592013.00
SCALE: 1/2" = 1'-0" A_4 SCALE: 1/2" = 1'-0" A_4 SCALE: 1/2" = 1'-0" A-4 CONSTRUCTION TYPES PER SHEET GA-10 DATE: 12/23/2020
c ❑ ROOF, WALL AND FLOOR TYPES. SHEET
60A5
0 Schaabel Engineering 2016 All Rights Reserved

Q
7
7 R1 R1 6 7 R3
2,_0" 6 3 3 2-0 6 3
2 2 0
F R1 10 5 5 2 T
10 5 N
1 1
2'-0° 3 +12'-0" = s s z o
+12'-0"
2 TOP PLATE TOP PLATE
10 5 9 9 9
30 30
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12 2
TOP PLATE 1 +9'-9
9 12 TRUSS BEARING
30
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11 2 25 W1 �B8'-OT. OF BEAM z
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TOP OF SLA TOP OF SLAB TOP�OF SLAB TOP OF SLAB o m z°
I I =111-111 III d l l III -III-111 1 I III III-1 -III -I a l-1 l-u l l u-u l-1 l u l III -III -III-1 1 III-11 n III III-1 -1 a III �' a 1-1 1-u 1-1 n �I� •S��
1 = - -_- - I1=11�I =11�I �; =11�I =11�I =11I III-III r- I I 1=111=III III=111-1 1-111_I -111-1I 111-1I-111-1I I- - =111=1I 111 =1I1=111=1 u
i- _== 19 it a L 1J1=III 1` III ll1=11� - - 1J1=111 ll1 a ll1=11�1J1=
=1111 III-I -III -III-I I I III III III III III III I I=jl--1 1.,: III I=III `r III-11 I-III I 'L.
IIIIIII II III I -II 11=1 II _III-11111 Q�z
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SECTION SECTION 2 SECTION 3 SECTION 4 y w NaL
9 SCALE: 1/2" - 1,_0, PA-4 SCALE: 1/2" - 1,_0„ A-4 SCALE: 1/2" - 1,-0 A-4 SCALE: 1/2" - 1,_�„
w � e
KEYNOTES
GENERAL NOTES
< 1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER. 21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB. . A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE. 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP. NOTES.
z 3. MANUFACTURED TRUSSES (TYPICALLY AT 24" O.C.) PER STRUCTURAL ROOF FRAMING PLANS. 23. LAY-IN ACOUSTICAL CEILING, SEE FINISH SCHEDULE. B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC
s ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO 24. 4"GROUND FACE CONCRETE BLOCK VENEER, SEE FINISH SCHEDULE. NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND
PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL 25. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT. DETAILS.
BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN. 26. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL MATCH ADJACENT FINISH
4. PROVIDE ROOF TRUSS OVERBUILD AS REQUIRED. 27. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE.
5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC 28. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING. COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED LD
VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08. 29. INSULATED HOLLOW METAL DOOR AND FRAME, SEE DOOR SCHEDULE. CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. ¢ (D
6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2" CLEAR VENTILATION. 30. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. 0o z Z J Z U)
7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS.
31. 2x6 LP SMARTSIDE TRIM, PAINT. E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, Z ¢ o
w Q p Z
8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS 32. LP SMARTSIDE BOARD AND BATTEN SIDING, PAINT. JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR w Of J Q
AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM 33. 2X10 LP SMARTSIDE TRIM, PLANT. EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. w O p m
THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5-0". CIVIL DRAWINGS FOR F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE w 0 o U U
o CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES U w LLI >- LLI
PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER o L H �
SLOPE OF 1.5%. TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT. ¢ a LLI J
° 9. ROOF TRUSS CLIPS PER STRUCTURAL DRAWINGS. J
10. 2x6 ROOF TRUSS TOP CHORD RAFTER TAIL. vzi x a 11. U U Q
12. VENTILATEDEPRE-FlNISHEDD METAL CIMETAL SOFFffSSEEA OVER 2x4 F OOIF PLANS A OVER FORROOF VENTILATION NOTES. LEGEND Q Q
PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. CONSTRUCTION TYPES PER SHEEP GA-10 m
h 13. 2X6 0(OR 2X4 AT 2X4 WALL) PRESSURE TREATED SILL WITH FOAM SILL SEAL AT EXTERIOR ROOF, WALL AND FLOOR TYPES. o
h WALL. ANCHOR BOLTS PER STRUCTURAL.
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS.
> 15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS.
w 16. THICKENED CONCRETE SLAB WITH REINFORCING PER STRUCTURAL.
0 17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE.
18. WINDOW SILL AND APRON TRIM.
19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. DOWN FROM FINISH FLOOR (8" MIN. FROM
WOOD FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS
FOR GRADES. PROJECT: DA592013.00
20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE DATE: 12/23/2020
STRUCTURAL DRAWINGS..
SHEET
12 60A6
0 Schaabel Engineering 2016 All Rights Reserved

Q
7 R3 7
R2 z�3"
g 2 �'I 1 R5 6 R5 7
6 2.-0..
3 3 3 2
0
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g 31 9 a 9
1 W14 30
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2" 30 �TRB/EARING
Wg TRUSS BEARING 26
W1426 2 ,+8'-5 1 2" m
BOT. OF BEAM BOT. OF BEAM m a
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5
25 ^w z
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OF SLAB
I I=11I• I I=1I I=1 '� III-I I=1I I I I-III I I=11I I I=1I I I I III I I=1I I I I III=1 i I I I=1 a=1 I I III I I I I u=1 1 1=1I I I I I-I I1=1 I I III I I 1=�1 I I I 1-�1 I 1=1I I I I I-I a=1 I r I I I I 1-I1 I I I I I I I I I I I I I iI 0
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ll=1 I_I 1=1 1=1 -1J- �I� •S�
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SECTION SECTION 2 SECTION 3 H w NdL
9 SCALE: 1/2„ - ,'-a" A-4 SCALE: 1/2„ - 1'-0" A-4 SCALE: 1/2" - 1.-0" A-5 o
� � e
w
a
KEYNOTES
4 GENERAL NOTES
1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER. 21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB. . A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE. 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP. NOTES.
z 3. MANUFACTURED TRUSSES (TYPICALLY AT 24" O.C.) PER STRUCTURAL ROOF FRAMING PLANS. 23. LAY-IN ACOUSTICAL CEILING, SEE FINISH SCHEDULE. B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC
9 ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO 24. 4" GROUND FACE CONCRETE BLOCK VENEER, SEE FINISH SCHEDULE. NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND
PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL 25. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT.
w BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN. 26. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. DETAILS.
C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (MATCH ADJACENT FINISH z
4. PROVIDE ROOF TRUSS OVERBUILD AS REQUIRED. 27. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE. 0
5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC 28. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING. COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED F
VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08. 29. INSULATED HOLLOW METAL DOOR AND FRAME, SEE DOOR SCHEDULE. CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. > (D
o z _j Z U)
r
s 6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2" CLEAR VENTILATION. 30. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. z z 0 Q
w 7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS. 31. 2x6 LP SMARTSIDE TRIM, PAINT. E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, w a 0 Z
8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS 32. LP SMARTSIDE BOARD AND BATTEN SIDING, PAINT. JOISTS, TRUSSES, ETC.)ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR Z _o
AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM 33. 2X10 LP SMARTSIDE TRIM, PAINT. EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. w 0 m H
THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0". CIVIL DRAWINGS FOR
F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE w w 0 U U
CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES v w
PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER p
SLOPE OF 1.5%. a 0 x LLI J
TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT. x w =
9. ROOF TRUSS CLIPS PER STRUCTURAL DRAWINGS. = 0 0_ () = J
w 10. 2x6 ROOF TRUSS TOP CHORD RAFTER TAIL. a 0 U Q
11. PRE-FINISHED METAL FASCIA OVER 2x4 SUB-FASCIA OVER 1x12. ILL0 Q Q
12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES. LEGEND o =
PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. m
CONSTRUCTION TYPES PER SHEET GA-10 x
z 13. 2X6 (OR 2X4 AT 2X4 WALL) PRESSURE TREATED SILL WITH FOAM SILL SEAL AT EXTERIOR 0 ROOF, WALL AND FLOOR TYPES. 0
- WALL. ANCHOR BOLTS PER STRUCTURAL.
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS.
15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS.
z 16. THICKENED CONCRETE SLAB WITH REINFORCING PER STRUCTURAL.
17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE.
18. WINDOW SILL AND APRON TRIM.
19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. DOWN FROM FINISH FLOOR (8" MIN. FROM
WOOD FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS PROJECT: DA592013.00
FOR GRADES.
20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE DATE: 12/23/2020
STRUCTURAL DRAWINGS.. SHEET
60A7
0 Schaabel Engineering 2016 All Rights Reserved

Q
R5
0
IFzo 6 3
2 N
2 10 5
7 R5
z' 2 6 3 3 10 1 TOP PLATE
10 5 12 9
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II III =III-III - _ =III III III -_ �' III III =IIIftAft
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= IIIIIIIIIII Z
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w -III 22 11=III ;III 22 w mm o
Hill I11= III II II II II Il I_I II III = z
z -1 Ili = Ill
-
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Z
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SECTION SECTION 2 SECTION 2 y
w SCALE: 1/2" = 1'-0"
A-5 SCALE: 1/2„ - 1,-o" A-5 SCALE: 1/2„ - 1,-0,. A-5
a
4 KEYNOTES
GENERAL NOTES
1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER. 21. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB. . A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL AND FLOOR CONSTRUCTION
2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN AND ROOF TYPE. 22. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP. NOTES.
g 3. MANUFACTURED TRUSSES (TYPICALLY AT 24" D.C.) PER STRUCTURAL ROOF FRAMING PLANS. 23. LAY-IN ACOUSTICAL CEILING, SEE FINISH SCHEDULE. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH MATERIALS. FOR SPECIFIC B.ALL ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO 24. 4"GROUND FACE CONCRETE BLOCK VENEER, SEE FINISH SCHEDULE. NOTES AT DOOR AND WINDOW CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND
PROVIDE ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL 25. BEAM, SEE STRUCTURAL. WRAP WITH LP-SMARTSIDE TRIM, PAINT. DETAILS.
BLOCKING AND BRACING PER TRUSS MANUFACTURERS DESIGN. 26. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (MATCH ADJACENT FINISH zO
`= 4. PROVIDE ROOF TRUSS OVERBUILD AS REQUIRED. 27. ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE. F
5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT ATTIC 28. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT TO DOOR OPENING. COLOR) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED CD
VENTILATION HOLES IN BLOCKING PER DETAIL 1/GA-08. 29. INSULATED HOLLOW METAL DOOR AND FRAME, SEE DOOR SCHEDULE. CAULKING TO MATCH ADJACENT MATERIAL FINISH COLOR. p z Z J Z
w 6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2" CLEAR VENTILATION. 30. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED. w a o Q p Z
7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS. 31. 2x6 LP SMARTSIDE TRIM, PAINT. E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, J O
8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS 32. LP SMARTSIDE BOARD AND BATTEN SIDING, PAINT. JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR w o p m
AND WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM 33. 2X10 LP SMARTSIDE TRIM, PAINT. EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. w w o U U
F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE = w w LU >- W x
o THE BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0"
CONTINUATION OF WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS TRUSS MANUFACTURER AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES = o LL
w = LLI J
PARALLEL TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER
° SLOPE OF 1.5%. p w = J
9. ROOF TRUSS CUPS PER STRUCTURAL DRAWINGS. TO TRUSS MANUFACTURER SHOP DRAWINGS FOR TRUSS WEB LAYOUT. u) a o U
10. 2x6 ROOF TRUSS TOP CHORD RAFTER TAIL. w o 0 Q �
11. PRE-FINISHED METAL FASCIA OVER 20 SUB-FASCIA OVER 1x12. Q
12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES. LEGEND m _
h PROVIDE HOLES IN TRUSS BLOCKING TO ALLOW ATTIC VENTILATION AS REQUIRED. CONSTRUCTION TYPES PER SHEET GA-10 0
13. 2X6 (OR 2X4 AT 2X4 WALL) PRESSURE TREATED SILL WITH FOAM SILL SEAL AT EXTERIOR ROOF, WALL AND FLOOR TYPES.
WALL ANCHOR BOLTS PER STRUCTURAL.
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10) AND STRUCTURAL DRAWINGS.
w 15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER REQUIREMENTS.
0 16. THICKENED CONCRETE SLAB WITH REINFORCING PER STRUCTURAL.
17. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE.
18. WINDOW SILL AND APRON TRIM.
19. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. DOWN FROM FINISH FLOOR (8" MIN. FROM
WOOD FRAMING) AND SLOPE AWAY FROM BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS PROJECT: DA592013.00
FOR GRADES. DATE: 12/23/2020
c 20. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE SHEET
STRUCTURAL DRAWINGS.. 60 A 8
O Schaabel Engineering 2016 All Rights Reserved

NOTES:
1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL,MECHANICAL&
12'-6" 5'-8" 1T-4" 9'-0" 8'-4" 24'-2" 29'-0" 12-10 PLUMBING DRAWINGS.
2. BUILDING EXTERIOR DIMENSIONS ARE TO THE FACE OF WALL STUDS,
ALIGNED WITH THE FOUNDATION STEM WALL.
GRADE SLAB 3. FOR INTERIOR WALLS LAYOUT,REFER ARCHITECTURAL DRAWINGS.
OUTLINE(TYP.) U 4. SLOPE GRADE SLAB TO DRAINS AT 1/8"PER FT.
U 5. SLOPE TRENCHES AT a'PER FT,SEE DETAILS ON SHEET 60 S 3. 4
SEE 10 C 1 FOR 18'-0" 12'-0" U Li U 4'-0" a
COORDINATE COORDINATE LOCATIONS&OTHER DETAILS WITH MECHANICAL PLANS.
5. CONCRETE FLOOR(GRADE SLAB)FINISH SHALL BE PER o
TRENCH, ARCHITECTURAL SHEET GA-9&SPECIFICATIONS.
Lj W2 HD4 SEE SEC.F p_„ W2 2'-4" ti
0'-10" — �i — 0'-10" 6. FOR BUILDING COORDINATES,SEE CIVIL DRAWINGS.
— — — — — — — — — — — — — — _ — — — — — — — —
7. WALLS INDICATED AS N ARE SHEAR WALLS.SEE SHEAR WALLS
I i i - - -----------
— T — {— — — — — I SCHEDULE ON SHEET GS-3 FOR SHEATHING,NAILING AND ANCHOR
HD4 i i i i i '\\ \ 5'-0" -' t HD4 i I BOLT REQUIREMENTS.EXTENT OF THE SHEAR WALL REQUIREMENTS w
/ INCLUDE THE TOTAL LENGTH OF THE WALL INCLUDING ABOVE AND
I I i HD4 l i l I -- -- --------- ---1-0"--- -- i A I 11'-0" BELOW WINDOWS AND DOORS UNLESS NOTED OTHERWISE.
IA -------------- ---------------- m o w
i I I i i i❑12'-0" 8. PROVIDE 2x BLOCKING AT UNSUPPORTED EDGES.SEE�.
(lV3 \FD; I i i I i I i f f f f B I j HD4 ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL COVERING w, o
1'-0" I ----------- _____________ ______ I I W1 0'-10" HD4 REQUIREMENTS.
l\V\I
l i �� I i i i i ' 2'-0" \ I (TYP.)
0'-6") I ------------------------
TYP.) — 9. SEE SHEET GS-3 FOR HOEDOWNS(HD2/HD4/HD5)DETAILS. w
SLAB ON GRADE II W2 i i + TYP. ___ o
i i i �� L-- --------- HOLDDOWNS NOT MARKED SHALL BE HD2. w
W2 I i\ yi 1'-0" i f ', ____ �' I �� ii 10. FOR PERIMETER UNDER DRAIN,SEE DETAIL C243 ON SHEET GC-3. s i
I i i I I C.J. _C'J' 11 PERIMETER INSULATION SHALL BE PROVIDED PER DETAILS ON SHEET m
% I --FS i 2�C.J. i � C.J. i i �. -__---" � E
30'4" I I i i i \ w
yJ I 60 S 4,60 S 5 AND ARCHITECTURAL DRAWINGS. o
' ------------------------------- --T'-0° D i 0'-10" I 12. FOR GRADING AROUND THE BUILDING,REFER TO CIVIL DRAWINGS. a
I i i HD4 i I !2'-0„ I I I
OFFICE AREA ' 2'-4� 1T-5" 1 1 - �'( I I d a
(NO CURB IN �, h i I i t ' 1 1 1 1 I I it
W3 THIS AREA) I I o
y __________
FD WV2 it 1 40,A„
SLAB ti - - r+ ON GRADE f TRENCH,f (TYP.)
\ 3 5"
E
SEE SHT.6053 d
S I i ii i 0�_15��� m
— FS,
l H 4 I i i l i i ' HD4 �\ 3 0 HD\4 ' - HD4 i L_i J i 0,_,,, y�m o ��
L L J — — — —> — — — — — — w
- - - - — — - - ---- ' - - -
i'�__J L________ ® a
______________________ _____ _____ __________ ______ ______J _
C.J. �____ __________ ______ _____________ _______
0,_10„ W2 ' — _ - - — — - - - - — W2 — ' - - - - - - — HD4 q_p• 1
HD4 V Lj HD4 Li U ti HD4 J— (9
ci HD4 0'-6"
SEE CIVIL Z
�. c� ry
6'-4" • '•' DWGS.
....
SEE 10 C 1 FOR GRADE SLAB Y/ ,V wJ m°n O
COORDINATE OUTLINE TYP. O
❑❑ ❑❑ (TYP.)
❑� 2-4^ C #a@12"O.C.(TYP.) = z
---------� �mc
2"THK.SAND LAYER 1/2"THK.JOINT FILLER f• N N
--- L J WITH 1"THK SEALANT Z :d
L VAPOR RETARDER ATTOP
dom
a t
16-8 (TYPICAL AT SLAB/STEM WALL JOINTS) w
31'-0" 0'-10" 11'-8" 14'-0" 11'4' 2x4 STUD WALL
AT 16"O.C.
TREATED 2x4 WITH DETAIL
® 3/4"DIA.ANCHOR
N FOUNDATION PLAN BOLTS AT48^o.c. SCALE: 3/4"=V-0" _
SCALE:3/16"=V-0" NO CURB IN
EL.+0'-0" OFFICE AREA
2x6 STUD WALL
AT 16"O.C. 0'-6"
TR4WTH 2x6 STUD WALL TREATED 2x6 WITH 2x6 STUD WALL .
3/4 3 "CMU VENEER AT 16"O.C. 3/4"DIA.ANCHOR AT 16"O.C. 0'-6"
BO BOLTS AT 32"O.C. • v' 2x4 STUD WALL
o TREATED 2x6 WITH 2x6 FRAME PLATE NAILED •' AT 16"O.C.TO TREATEDSILL PLATE EL.+0'-0" 3/4"DIA.ANCHOR L.+O'-O ° 0' 6BOLTSAT32"O.C. 3 CMU VENEER
P) TREATED 2x4 WITHZ
#4@12"O.C. 3/4"DIA.ANCHOR 0-6" i 0'-6" OiTYP.) BOLTS AT 48"O.C.NO CURB IN .. i 1'c� OFFICE AREA c I ' c1 EL.+0'-0"/ / SECTION D °`6" '.I ;: W a L _J dSLAB ON GR SLAB ON GRADE SLAB ON GRADE SCALE: 3/4"=1'-0" _ _ : o s^ w OU O m
o #4@12"O.C.E.F. • #4@12"O.C.E.F. #4@12"O.C.E.F. a • _ ~ }
g (TYP.) (TYP.) (TYPJ 1 Y,"X 3/s"GALV.STL • ...0.6 F W U
0'-111, EL.+0'-0" I-BAR GRATING(TYP.) Q O Q
0'-10" #4@12"O.C.E.F. #4@12"O.C.E.F. #4@12"O.C.E.F. 2,o„ #4@12"O.C. = D- LU L1_I Q
TYP.) • (TYP.) TYP.) (TYP.)
4'-0" C.J.(TYP.) 4,_0„ ,_6„ 0,_8" O d U) = z
cn U
4#4 E.F. 4#4 E.F. 4#4 E.F. LL ap 00 O
#4@12"O.C. (TYP.) #4@12^O.C. TYP.) #4@10"O.C. (TYR) � — Q LL
o TIES(TYP.) TIES(TYP.) • TIES(TYP.) _
m
SECTION E m
o EL.-4'-8" EL.-4'-8" EL.-4'-8" p,_5„ P-0" 0'-6° SCALE: 3/4"=1'-0" O
-4
aZ_4" I~2'1" 3,_0„ 0'-6^
0
#4@12"O.C. � \\�
SECTION A SECTION B SECTION C (TYP.)
N SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" PROJECT: DA592013.00
SECTION F DATE: 12/23/2020
SCALE: 3/4"=T-0" SHEET
60S1
®Schn bd Engineering 2016 All Rights R...=

118'-0" g
rc
U
O
2'4- 32'-0" 8'-0" 62'-0"
c
60S6 >
rc
4 1 A B D 1 m o
60 S 7 60$7 60 S 4 SNOW 60 S 4 EAVE AND GUTTER SNOW 60 S 5 GS-2 an
(YPjEAM F*
RESTRAINTS RESTRAINTS a w
2,_0" w z
a z
mo
z
o� 0
2 N
4 E Gs-2 a 60S7 60S5
6 wa a
GS-2
o ti Q�
ti - --_ -__ ___ C
0�
RIDGE rn vi XF
A SRO 60S5
ll�6053 rs 2 0 $ a m
0'
w s
3 �s OF rS e-
O "�nO�F�\-�O ��3b 0 ZS
GS-2 --- --- --- --- EO a N 24,-0,
o
P��NNS\P O\NO N w a w_ z
o �c
60 S 7 w E
r w o
m°n U
nWm
_ $n
----_ ---- Z moo=
F*—
F U mn N
— — — — — — — — — — — — — — — — — — —
__ g m
om
II II II II W c c
2'-0"
II II II II � W
'i Show
RESTRAINTS
PE SLOE ii ----------------- -- ii SLOPE SLOPE __ ----------------- 5 60 S 7
-ii
:12 5:1 5y 60 S 7 GS-2
C
60S3 6x16 BEAM B
(TYP') _ 60S3
1s,_s.�l
0
A o
A Z
60S6 > > Z_ Q
w a 0 J d
y ww g illQ J
> o O Z
N ROOF FRAMING PLAN 0 W o v }
SCALE:3/16"=V-0" ?: Q' Q
= a ot� W ql�
w ILL
[Z Q O U ILL
Q O
o m =
x x
o O
w
3
oa
0
a
0
NOTES:
1. FOR ROOF LAYOUT&DETAILS,SEE ARCHITECTURAL SHEET 60 A 2.
PROJECT: DA592013.00
2. GUTTERS,DOWNSPOUTS,ACCESS HATCHES&ROOF VENTILATION DETAILS SHALL BE PER ARCHITECTURAL DRAWINGS. DATE: 12/23/2020
SHEET
60S2
®Sch-bd Engineering 2016 All Rights R...,.d

32'-0" 62'-0" 12'-1 1"
PRE-ENGINEERED
WOOD TRUSSES(TYP.)
SLAB ON
GRADE(TYP.)
0
rc
U
I /li\\ 1�_o" 1'-6" o
PRE-ENGINEERED #4@12"O.C. 0'-6"
12'-0" WOOD TRUSS(TYP.) (TYP.)
12._0,.
1 o,_s"
- 2x4 STUD WALL rc
2x6 STUD WALL 2x6 STUD WALL 2x6 STUD WITH VENEER SLAB ON GRADE 2x6 STUD WALL c
2z4 STUD WALL WALL (TYP.) SECTION D m a
EL.+0'-0" � EL.+0'4" � SCALE: 1/2"=T-O"
°n
TT
L_ _ _ _ _ _ ___ _ _- `f w
m°
z
0 0
O
SECTION
7
SCALE: 3/16"=1'-0" 6052 0'-6" 17'-5" 0.11. w o y
1 Ya"X 3YW GALV.STL F DRAIN PIPE
I-BAR GRATING(TYP.) (SEE 60M1/2)
I
.. 0%. 1'-6"
L
w pO d
�- 0111i 0,_6„ tf
i92d N it 01-6' Y \\� #4@12"O.C.E.W. �1 F�0'-6" �fs��3N 0�ll
LS D (TYP.)
DETAIL 1
SCALE: 1/2"=1'-0"
w n U
C
f• n N
32'-0" 32,_0" V-2•
�t c
a U
PRE-ENGINEERED
12
WOOD TRUSS(TYP.) PLAN
PRE-ENGINEERED '
5 WOOD TRUSS(TYP.)
TYP
5 2 HSS 8x8xY4" �1/4
1"CHAMFER
%"DI"EMBEDDED PL.EMBED
D
5/"DIA.STUDS,8"EMBED
3 a V-4"SO
0
z
O —
4#6 > } Z c/)
11_6 z a J O
(5+1)#4 TIES K
2x4 STUD WALL 2x4 STUD WALL 4'-0" K OU O
2x6 STUD WALL 2x6 STUD WALL 2z6 STUD WALL 2x6 STUD WALL [Q U
z 6#5 VERTICALS UJ L1J
SLAB ON GRADE SLAB ON GRADE as F U, W U > Cn
(TYP.) (TYP.) _ = o K LLJ CrI
EL.+0'-0" EL.+0'-0" IL
\ /l�\\ �/l�\\ �\ // 2'DIA.x 4'DEEP a [Z < a U = Z
0,_8„ :,; SONOTUBE - LL cl O
x �_ U _
° O Q
x in
�2-p X m
DETAIL DIA. 2 0
SECTION e SECTION rc 2 SCALE: 3/4"=1'-0"
° SCALE: 1/4"=V-0" 60S2 SCALE: 1/4"=1'-0" 60S2
a
°
PROJECT: DA592013.00
DATE: 12/23/2020
C
SHEET
60S3
®Schn bd Engineering 2016 All Rights R...,.d

STANDING SEAM METAL ROOFING WITH
15#FELT UNDERLAYMENT,JH"OSB SHTG
(TYP.)
PRE-ENGINEERED ROOF
STANDING SEAM METAL ROOFING WITH TRUSSES AT 24"O.C.
15#FELT UNDERLAYMENT,H"OSB SHTG R-60 FIBERGLASS 4
(TYP.) INSULATION
rc
PRE-ENGINEERED ROOF CONNECTION PER o
TRUSSES AT 24"O.C. DETAIL 7/GS-2(TYP.)
TOP PLATE
R-60 FIBERGLASS EL.12'-0"
INSULATION
GWB
GUTTER AND FLASHING METAL FRAMING CONNECTORS >
PER DETAIL 11 GS-2
TOP PLATE DOUBLE 2x6 AT TOP OF WALL _ EF m o
GWB w
DOUBLE 2z4 AT N
EL.10'-0" TOP OF WALL ?, w
s%"GWB o ¢ °z
w
GUTTER AND FLASHING METAL FRAMING CONNECTORS I z
PER DETAIL 1/GS-2 i
I mo w
DOUBLE 2x6 AT TOP OF WALL o z
STANDING SEAM METAL SIDING I o_
R-21 BATT INSULATION lo
R-21 BATT INSULATION °z
2x6 STUD WALL PER PLAN w 0 a
2x6 STUD WALL PER PLAN WATER RESISTANT BARRIER(WRB) 2X4 STUD WALL PER PLAN
VAPOR BARRIER VAPOR BARRIER
3a"CONCRETE
GWB 3�"CONCRETE BLOCK VENEER
'%2"STRUCTURAL OSB SHEATHING 1/2i'STRUCTURAL OSB SHEATHING o p o
BLL OCK VENEER y �
_ r
rn e
s%'GWB VAPOR BARRIER rsi�3a O�
Z
ARTIFICIAL STONE ARTIFICIAL STONE VENEER SIDING I I�
VENEER SIDING(TYP.) WITH STONE SILL(TYP.) ^c
w E
LL n U
2x6 PRESSURE TREATED
2x6 PRESSURE TREATED SILL PLATE f•0 _n N
6.0
SILL PLATE V Z
y t c
a t
EL.-0'-0" EL.+0'-0" 2x4 PRESSURE o
TREATED SILL PLATE
\ • \ /i// \\�
0'_6"
.
2"THK.R-10 PERIMETER 2"THK.R-10 PERIMETER
INSULATION,2'-0"DEEP 01-11• INSULATION,2'-0"DEEP -- —•-------
(TYP.) (TYP.)
p
o • 0'-6"
0'-10"
Z
O
SECTION C > } Z z
U)
• • . SCALE: 3/4"=1'-0" 60 S 2 z Q O J p Z
y uJ a- Q J _0
Fff • • • O o ? H
m U
ud
U W o U } w
U
t = a
if
W U
x O O_ = Z
SECTION A SECTION B LL o o �' Q o
3 SCALE: 3/4"=1'-0" 60 S 2 SCALE: 3/4"=1'-0" O 60 S 2
o =
X m
0
O
w
3
°a
0
0
NOTES:
1. FOR WALL TYPES&DETAILS,SEE ARCHITECTURAL DRAWINGS.
2. SEE SHEET GS-2,FOR WOOD FRAMING CONNECTION GENERAL DETAILS.
PROJECT: DA592013.00
DATE: 12/23/2020
C
SHEET
60S4
0 Schn bd Engineering 2016 All Rights R...,.d

PRE-ENGINEERED
ROOF TRUSSES
STANDING SEAM METAL ROOFING WITH
15#FELT UNDERLAYMENT,15"OSB SHTG
(TYP.)
0
PRE-ENGINEERED ROOF
TRUSSES AT 24"O.C.
0
R-38 FIBERGLASS CONNECTION PER
INSULATION DETAIL 7/GS-2(TYP.)
TOP PLATE
rc
EL.12'-0" /
s%'GWB \ rc
METAL FRAMING CONNECTORS 5�"GWB A N
GUTTER AND FLASHING DOUBLE 2x4 AT
PER DETAIL 1/GS-2 TOP OF WALL ^\ a
DOUBLE 2x6 AT TOP OF WALL
z
ma
w
R-21 BATT INSULATION ° m
2x6 STUD WALL PER PLAN a
METAL SIDING WITH UNDERLAYEMNT
TOP PLATE wa a
VAPOR BARRIER
EL.12'-0"
15/a2"STRUCTURAL OSB SHEATHING 5/e GWB s%'0,yyg
DOUBLE 2x6 AT o�•� o
ey ��
2x4 STUD WALL PER PLAN TOP OF WALL TOP PLATE
EL.10'-0" -
a �
rn �
5%"GWB �3a t5
s/e'"GWB
%"GWB -ma
1%2"STRUCTURAL
OSB SHEATHING ^ —
VAPOR BARRIER
w E
w .510
ARTIFICIAL STONE VENEER SIDING 2x4 PRESSURE TREATED Z m C
M
SILL PLATE
WITH STONE SILL(TYP.) EL. 0'4' V f• =oN a)
+ 6
(SEE ARCH.DRAWINGS)
y tc
-a U
2x6 PRESSURE m
v '_�1 EL.+0'-0" TREATED SILL PLATE ;
2x6 PRESSURE TREATED .
SILL PLATE • •
(TYPICAL AT INTERIOR WALLS) \/
SECTION 0'-10"SCALE: 3/4"=1,_0„ 6�S2
0
2"THK.R-10 PERIMETER Z —_
O INSULATION,2'-0"DEEP Ur
H
(TYP.)
G pZz Z (n
'� • ZQO J 0 Z
y 0'-10„ • • W w J
ov O
w m U
LU U >_ LLJ
= a LU Lu U
1: O OL = Z
U) x IL U) U —
,ZZoo p
3 SECTION F m =
SECTION D SCALE: 3/4"=1'-0" 60 S 2 0 m
g SCALE: 3/4"=1'-0" 60 S 2
3
°a
0
a
a
NOTES:
1. FOR WALL TYPES&DETAILS,SEE ARCHITECTURAL DRAWINGS. PROJECT: DA592013.00
2. SEE SHEET GS-2,FOR WOOD FRAMING CONNECTION GENERAL DETAILS. DATE: 12/23/2020
C
SHEET
60S5
0 S°h"bd Engineering 2016 All Rights R...,.d

0'-,"
0'-3„
0,11-B„ 4
rc
U
�l O
EL.10'-4"
I L&x&xyi'WITH 2--3/a"
EL.9'-9 1/2" i i DIA.BOLTS(TYP.)
I I
h rl STEEL COLUMN E.F.
r 6x16 BEAM HSS 8xW'4" TYP. TRUSS CONNECTION
(TYP.)
4 PER DETAIL 1/GS-2
EL.9'-0" (WP,) >
EL.6'-5 112"
I I
rc
B 'm W
6xi6 BEAM WITH a
SIMP.HANGER - " w o
HUCQ612-SDS AT DETAIL 1 TYP. `
BEAM SUPPORT w
(WHERE APPLICABLE)
SCALE: 1"=1'-0" v i
SIMP.HANGER m d w
HUCQ612-SDS
o� a
0
NAILED TO STUDS I w
(PROVIDE ADDITIONAL STEEL COLUMN SECTION B w
STUDS/BLOCKING ATo
BEAM SUPPORT AS SCALE: 1"=1'-0" _ a
REQUIRED.
wo
o�
o"yZ2 a O ,d2 \
r
'�3a is
Q^� z
�i{c
w E
LL n U
Z ;g 0
C
0
SECTION 4 U 6.0
o
Z
SCALE: 1/2"=V-0" 60 S 2 "' `'a
U
e to
3
3
e
O n >
tl
Z
a Z
w00 J m Z
EL.10'-0" w a- W Q J
z } O
TRUSS CONNECTION W m (�
o PER DETAIL 1/GS-2 U W W U LJJ
S Q O L7
x a
W
6x12 BEAM BEAM ENDS SHALL BE �_ IL = Z
(TYP.) SUPPORTED ON WALL LL C)
STUDS(MIN 3). O — Q _
3 SIMP.CONNECTORS A23
o AND LSTA12 SHALL BE in
o PROVIDED AT EACH END. O m
SECTION C
o SCALE: 1"=1'-0" 160S2
a
0
NOTES:
1. FOR WALL TYPES&DETAILS,SEE ARCHITECTURAL DRAWINGS. PROJECT: DA592013.00
2. PROVIDE ADDITIONAL STUDS AND/OR BLOCKING FOR FRAMING CONNECTORS AS REQUIRED.
3. CONNECTORS FASTENERS/NAILING SHALL BE PER MANUFACTURER'S DETAILS DATE: 12/23/2020
4. SEE SHEET GS-2,FOR WOOD FRAMING CONNECTION GENERAL DETAILS. SHEET
60S6
O Sch-bel Engineering 2016 All Rights R...,.d

ROOF TRUSSES ROOF TRUSSES r TOP PLATES
TOP PLATES (2)SIMP. TOP PLATES
SP6
2.8 BLOCKING BETWEEN STUDS
TOP PLATES WITH(3)16d NAILS AT ENDS 4
WALL STUDS SIMP.A23 6x18 GLULAM BEAM
(2)KING STUDS
0
AT OPENING
(3)2x8 HEADERS (TYP.)
5
SIMP. z"x15
GLULAM BEAM
LSTA15 E.F.
2x6 STUD WALL B DOOR OPENING
rc
DOOR OPENING
A � N
(3)2x8 HEADERS (4)2z6 JACK STUDS DOOR OPENING a N
AT OPENING ` SECTION B w
2x6 JACK STUD AT SCALE: 1/2"=1'-0"
z
OPENING (TRUSSES NOT SHOWN) m o w
DOOR OPENING
�f ¢
o o
o
(3)KING STUDS a
AT OPENING w o a
TOP OF WALL/SLAB
(TYP.)
SECTION A TOP OF SLAB/WALL o
SCALE: 1/2"=T-0"
(TRUSSES NOT SHOWN)
o � o
r
m
12'-0"
DETAIL
SCALE: 1/2"=1'-0" so s z DETAIL —
�3a is
SCALE: 1/2"=1'-0" s0 S 2
Q� z
TOP PLATES
TOP PLATES SIMP. TOP PLATES
SPH6 O
SIMP. = w U
SPH6 Z m
c
TOP PLATES `-'�
f• _nN
fVA z o m
WALL STUDS
-a U
WALL STUDS WALL STUDS rn
TOP PLATES
51 x 9 SIMP. <
GLULAM BEAM SIMP. SIMP. A23
A23 LSTA12 E.F. WALL STUDS
WALL STUDS
(2)KING STUDS C
AT OPENING (3)2x8 HEADERS TOP PLATES 5 2 x12 GLULAM
BEAM
(TYP.)
DOOR OPENING
SIMP.
LSTA12 E.F. E
0 6x8 GLULAM WINDOW OPENING -
o DOOR OPENING BEAM WALL STUDS
z
DOOR OPENING
2x6 JACK—
STUDH Ur
(2)2x6 JACK STUDS AT (2)2z6 JACK STUDS
AT OPENING OPENING AT OPENING Z Q ZU J Q J
y
6x12 GLULAM 0' Q Q
= SECTION c 4
TOP OF (3)2x8 HEADERS BEAM U O m W
o .,B/wALL SCALE: 1/2"=1'-0" x D
W o H }
(TRUSSES NOT SHOWN) wlNDow DOOR OPENING = a w W W
g-4^� TOP OF
WALL OPENING LLLD Q IL � W
3 DETAIL 3 SECTION � SECTION E ° _
r 6,_°„ - SCALE: 1/2"=1'-0" x
IS SCALE: 1/2"=1'-0" 60 S 2 SCALE: 1/2"=1'-0" _ - O
3 DETAIL 4 (ROOF NOT SHOWN) (ROOF NOT SHOWN)
o SCALE: 1/2"=1'-0" so s z DETAIL 5
o SCALE: 1/2"=1'-0" 60 S 2
NOTES:
a 1. NAILING FOR VARIOUS FRAMING MEMBERS SHALL BE PER FASTENING SCHEDULE
SPECIFIED ON SHEET GS-1. n
2. FASTENERS FOR CONNECTORS SHALL BE PER MANUFACTURER'S RECOMMENDATION. 3/2020
ET
7
0 Sch-bd Engineering 2016 All Rights Res 7

TO DRAIN
WATER BARREL FORMALIN BARREL C
(BYOWNERS) (BY OWNER) 6OM
"'0-9
/ ,_2 0_g• 10
- -�- - - - - - - - - -—- - - - - - -
/ I
_+_
- - - - - - - - - - - - - - - -
I o
6"CGW 8
CHEMICAL
STORAGE
60 M 3 CABINET
HB-1 w
rc
FORMALIN PUMP
8"GW 8 1"F 31 \ ( z
,,_D„ J z
TYP z
I
z
o
FORMALIN ROOM o
(NOTE 3) B 110
a
a°Gw 8 60 M 2
I r
6"CGW 8
6"CGW 8 � -oft(D
SEE 60 M 5 FOR CHILLER ^ Z m
ROOM MECHANICAL PLAN c a
PIPE SUPPORT I I - - c w 8 O
ft
Z W m
C
DRAIN TRENCH u 0 n a)6"CGW 8 THERMOMETER
m
:
TYP OF 3 damfE (TYP OF 2) � }t c
__--- o
f FROM CHILLER
___________
-- -- (SEE 60 M 5)
FIE
60 M CONTROL VALVE
MOUNTED IN THE
4,-4„� DOUBLE STACK 2'-2" VERTICAL
INCUBATOR(TYP) (TYP)
El
FE-60.2
U I I
11
IL�2,$"
I z
O
V
r_6" 1 II > } Z_
O 60 M q INCUBATION ; J D
TABLE Z Q w a C0 J
NOTE 4 I I g W Q
z > O a U
O —
ROLLUP WINDOW W p Z m
o S w w Q
2,�GW 8 i l t Q O `!
r - a U W
rc t t = a w
IS
t l t U) xO a U
t I1o00 H
O
in
i X
o O
w
LU I I
0
a
NOTES:
1. POTABLE WATER PIPING,UTILITY WATER PIPING,HOSE BIBS AND SANITARY
INCUBATION ROOM PLAN SEWER PIPING NOT SHOWN.REFER TO PLUMBING SHEETS.
a ® SCALE:%2'=1'-0" 2. SEE 60 M 3 FOR FORMALIN SYSTEM SCHEMATIC.
FROM AERATION PROJECT: DA592013.00
TOWER 3. FORMALIN STORAGE SHALL BE LIMITED TO 110 GALLONS IN THIS ROOM.
DATE: 12/23/2020
4. COORDINATE CONNECTION OF SINK TO DRAIN PIPING WITH PLUMBING SHEETS SHEET
60M1
Sch-bd Engineering 2016 All Rights R...,.d

SUPPORT PIPE HEADER
1"F 31 FROM CEILING JOISTS
1"x1 Ya"ELBOW
60M3
8"GW 8 IE 1,718.00'TYP 3
6"CGW 8 (BEYOND) 60 M 3
0
OVERFLOW
-� WSE 1,720.00' — —
1 1/4"F 31 ——
INCUBATION 7:��7
THERMOMETER TYP AT EACHINCUBATOR
¢ a
THERMOMETERFE
° a
V-60.10 \ 1 a z
v z
' w
zo
DOUBLE STACK INCUBATORS lo
0
z
wU Q
FF EL 1,710.00' °
-i F- -TL
-
- 1"SCH 80 PVC PIPE
L 6"OVERFLOW DRAIN r„5y w �d6
-- AT END OF TRENCHCh
n
rn �
8"CGW 8
IE 1,704.93' SECTION s
SECTION
SCALE: 1/2"=V-0" 60 M 1 -ma(D
a
SCALE: 1/2"=V-0" 60 M 1
�i{c
w 5 E
4x4x%4"MOUNTING TAB WITH%8'DIA x 4" w m°°c0i
1Y6"DIA x 2"LONG SLOTTED SS ADHESIVE ANCHOR,Yg"NEOPRENE z p rn
HOLE FOR% DIA SS ISOLATION PADS AND ISOLATION BOLT
ADHESIVE ANCHORS KIT AT EACH WALL CONNECTION V 0 m N a)(TYP OF 2) (TYP OF 2) z -o m
INCUBATION 0-4 '-" `a t
OVERFLOW BOX PIPE LOCATION WILL VARY _ 2
6"CGW 8 8"GW 8 PER OVERFLOW BOX, 1-6 O'-2"
IE 1,719.00'TYP e i i e i i e SEE PLAN VIEW
IE 1,718.00'TYP
NOTE 2
1'A'. � SCH 40 ALUM PIPE
6"DIA FOR CGW
— — — — 8"DIA FOR GW
6"DIA SCH 40
�{ V-0" �-2'4"� T-0" L T_0" V-0" ALUM PIPE
NOTE 3 I (n
FE-60.1 — 3/tg" 2'y3�8" J
0 1'-11" 2'-6" 2'-7" t —FE-60.2 1 6 Q
z Lu
FE 0'-9" Y4'6061-T6 ALUM 0
PLATE(TYP) j 0
O Z Z Z
w _ Z Q O J Q
THERMOMETER 0'-4" J w Q
(TYP OF 2) I�O,_9.1 } p � () z
0-3 w G o Z O
o T V-60.10 TYP. %"DIA SS ADHESIVE F e w = F
} ANCHORS(TYP OF 4) 'r 0� 0'-4" Q O U („)
a w LLI
w NOTE 3 LLI
OVERFLOW DRAIN 20 V-60.9 DETAIL 1 LL Q O
TO TRENCH p U z
N SCALE: 1-1/2"=1'-0" 3: — O
0
in
0 O Q
rc m
�01
-5"
3 U
° 6"OF 8 NOTES: _
FROM AERATION
° ~TOWER 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.
6"CGW 8 8"GW 8
a IE 1,704.93' IE 1,704.93' 2. SPACE HEADER PIPE SUPPORTS AT A MAXIMUM OF 4'O.C.
SECTION C PROJECT: DA592013.00
SCALE: 1/2"=1'-0" 60 M 1 3. INSULATE 3 SIDES AND BOTTOM WITH 1"ARMACELL SHEET.COAT WITH DATE: 12/23/2020
ARMACELL ARMA-CHECK T. SHEET
60M2
®S°hn bd Engineering 2016 All Rights R...,.d

1"x1 1/4"REDUCING
ELBOW
1"F 31
ROUTE ALONG
CEILING 3/4"F 30 SYSTEM
PROVIDE ADEQUATE RETURN
3/16"F 30 T MIN VERTICAL DISTANCE LENGTH TO INSTALL AND 3/4"F 31
TYPICAL REMOVE SUCTION AND +
3/4"x1"REDUCING ELBOW RETURN CONNECTIONS
3/4"BULKHEAD PENETRATION 10TO BARREL
r J (3)PLACES.FITTINGS PROVIDED a
3/4"SCH 80 PVC GATE BY STORAGE CABINET MFR.
1"F 31 VALVE,(5)PLACES 1 1/4"IF 31
1 1/4"F 31 a" ROUTE ABOVE 31
SLOPE 2% INCUBATIONS SUPPORT TO SUCTION/RETURN
3/4"x1 1/4" FROM AICKINSTRUT CONNECTION VALVES CHEMICAL
REDUCING ELBOW / SUPPORT SYSTEM STORAGE
TO PUMP DISCHARGE CABINET
CONNECTION
DRILL 1 HOLE IN rc
i BUNG HOLE PLUG,
TO PUMP SUCTION
DO NOT SEAL. m o w
SEE NOTE 1 ✓ CONNECTION II a a N
IIII FORMALIN BARREL ROUTE TO VENT w o
MINIMIZE HEIGHT IIII SUPPLIED BY OWNER k
URN LINE o
ABOVE BARRELw
z
SLOPE 2% DRILL 1 1/8"HOLE IN z
BUNG HOLE PLUG,SEAL1/2"F 31 WITH SILICON SEALANT o oTYPICAL 1/2"GATE VALVE ii .CLEAR(3)PER INCUBATOR 3/4"F 30 WEIGHT 3/4" TUBINGnSUCTION TUBINGTE VALVE w a
WATER BARREL e FORMALIN BARREL, _ o
BY OWNER BY OWNER FROM -
DETAIL I SUPPLY LINE
SOCKET BY THREAD
SCALE: 3/4"=V-0" _ COUPLING,TYP 2 PLACES
�y6 �
xf
SECURE TO AICKINSTRUCT _
Y2"SCH 40 CLEAR SYSTEM WITH SS HOLD a "y ,°�' o r�
PVC PIPE DOWN CLAMP
��3a ZS
3"SCH 40 CLEAR PVC
FORMALIN SYSTEM SCHEMATIC PIPE.LENGH AS REQ'D
TO HOLD VOLUME OF �(D
NOT TO SCALE 412 mL ^� z
�i{c
� w .510
BUSHING AS REQUIRED w
TOP AND BOTTOM = z g$m
12 12 V _,I N
Z "..�
Yz"GATE VALVE 0 6
w tc
mat
RETURN 10 12 1 10 Y2"SCH 40 CLEAR 2
1 PVC PIPE %"GATE VALVE 3
10 SLOPE 2% 10 12
4 SLOPE 2% 3 1 4 5 6 13 4 5 4 13 %s"ID CLEAR
FORMALIN SUPPLY 1,0„ 11 VINYL HOSE
14 (NP) KENDELL MONOJECT VETERINARIAN
-------------------- ---------- ------------------------------- -- ----------
14 14 6 14 18x1A ALUMINUM HUB HYPODERMIC
GW SUPPLY ® ® 4 NEEDLE OR EQUAL
2
5 3 2 3 DETAIL 4
13 T Z
SCALE: 3"=V-0" O
13 3 7 3 cp
13 —.10 Z
3 13 3 11 O Z O Q
Z Q J
z 11 11 10 0 0 0 0 0 0 0 0 0 W Q w
11 } O O U Q
10 8 10 8
0 12 10 w Z Z
U W W Q O
DIA ROD Og 3/q'SCH 80 PVC PIPE = a
w 12 12 8 8 K U 12
W w Q
9 9 O2 DOUBLE CHANNEL SECTION,LENGTH AS SHOWN O9 3/y"SCH 80 PVC GATE VALVE.PROVIDE RED HANDLES FOR Y 0-
9 C�
9 GW SUPPLY LINES AND BLUE HANDLES FOR CGW LINES. LL Q O D
o U U
3 SINGLE CHANNEL SECTION,LENGTH AS REQUIRED 10 a "I.D.CLEAR VINYL FLEXIBLE TUBING
o DETAIL 2 DETAIL 3 � � ie m z
o SCALE: 1 1/2"= M 2 =
60 M 2 Oq 1%"SCH 40 CLEAR PVC PIPE,SECURE WITH HOLD DOWN 11 Y2"SCH 80 PVC GATE VALVE
1'-0' SCALE: 1 1/2" V-0" O
60
CLAMPS
rc
a12 1"SCH 40 CLEAR PVC PIPE
o O5 8 SCH 80 PVC PIPE,SECURE WITH HOLD DOWN CLAMPS
9 13 Y2"SCH 40 CLEAR PVC PIPE
O 6"SCH 80 PVC PIPE,SECURE WITH HOLD DOWN CLAMPS
NOTES: 14 1" FORMALIN STORAGE VESSEL,SEE DETAIL 4/-
a O7 SCH 80 PVC PIPE,PROVIDE PIPE SADDLE OR TEE FOR
1. MOUNT PUMP ON SHELF.SUPPORT SHELF OFF WALL ON SOUTH SIDE CONNECTION TO 6"PIPE PROJECT: DA592013.00
OF CABINET WITH GUSSETED BRACKETS.CONSTRUCT SHELF WITH 1/4"
ALUMINUM PLATE. DATE: 12/23/2020
SHEET
a
60M3
O Sch-bd Engineering 2016 All Rights R...,.

6"x 4"REDUCER
6"GWP 13
Y2"AV/AR
TO HEAT 4"GWP 8
EXCHANGER
2'-6"
V-60.3
0
Y2"AIR VENT
V-60.2
'
STR-60.1 2'-0" o
FROM P-60.2 18 GAUGE / CUTOUT FOR
NOTE 1 STAINLESS STEEL .( UTILITY SINK
O
G I
4"x2Y2" \
REDUCER o
¢ a
P-60.1 1"BLOW- -6" a
DOWN VALVE w
(TYP) w z
FLEXIBLE 6"x 4"REDUCING \ 1 a w
® COUPLING TEE FOR PUMP SUCTION INCUBATION TABLE PLAN
(TYP) 60 M 1 SCALE:Y2"=V-0" 3
�r ¢
o
4"BACKSPLASH
0
z
CHILLER ROOM FLOOR " y�Y
SUCTION DIFFUSER/ 6"GW 13 o
TRANSITION COUPLING
PUMP SUCTION
7. cONCRETE HOUSE-KEEPING 2'-8"
GROUND WATER SUPPLY
PAD(MIN) L ADJUSTABLE TABLE
FROM AERATION TOWER ap.1.
LEGS&BRACING BY
NOTE: MANUFACTURER L
1. SCHEMATIC AND EQUIPMENT CONFIGURATION �y o
IDENTICAL FOR P-60.2. INCUBATION TABLE $ IODAPHORS�m 0p�Q
2. ROUTE
NEAREST FLOOR BLOW-DOWN
VALVE WITH TUBING TO ELEVATION 50 M 8 SYSTEM BELOW
3. COORDINATE CONNECTIONS TO SUCTION HEADER SCALE:Y2"=V-0" _
WITH OTHER PUMPING EQUIPMENT IN AREA.
^� Z
�i{c
� w 0
w n U
C
m�N
fw w o m
�• a U
E to
e
3
v
s Z J
O Q
LLJ
z
Oz ❑
w a- Q 0
° o U Z_
w o Z J x _
w Q
= a w co
❑
U) zoa
� 0 Lu
° in
Q
w _
3
°a
0
a
°
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
60M4
0 Schn b"I Engineering 2016 All Rights R...,.d

Q
O
K
y
STORAGE
U � z
- FORMALIN ELECTRICAL ` w
STORAGE
ELEC.COMM�', RESTRO��
106 �`, 6 1 GH8 PADS TYPICAL NG 6 0
I
a
CONFERENCE
BREAKROOM -- NTENANCE 1 -- ------------ -- ----4 - --, 1
103 , MAI FOR CH 60•F 5•F �_D� _0. 1 i1-1/2" 3
TUBE PULL 1 3�•F I I GH8 (TYP ALL FOR PUMPS)
J
i
EVAP °
Al
----- ----� `-------- ----- ---- --------III 60.3 �y�G q� m
q
17F---------®--- P ,ram o
MUD RM. INCUBATION i BT i __ __ -- -- -- �•4 � or.
o
_--- 109 1 1 110 1 i 4 50'F
i
e
—— 2
' (750 GAL 6 7 1 HX GH8 fs Gig �2 GENERATOR
LOBBY ® ❑ 6"CGW-4o'F 7 5 P
OFFICE o1 2 4" sos
1 OFFICE
4"CGW-40'F I I I I P Z
UTIL STOR. ❑° 6 o -
107 4"' -
O REFER E CHILLED WATER 4" ♦'�'11
PIPING SCHEMATICS, G AND FOR p ^^ '� m
�� LEI: ADDITIONAL PIPING AND 4" i z aT
,I I m
�� COMPONENTS NOT SHOWN
-m—
�RN
ill _ to z r to
c
os
_________ 6 o
lii I�i q I 3 rn
2
8"INCUBATION FEED � CHILLER COOLING
BY OTHERS es WATER TO SITE DRAIN
—� 1!,IN
❑❑ i 4"TO TRUCK _ J--_—=---
FILL STATION
❑❑ ❑� ❑� (40'F)
--- -- -------------------------
0
GENERAL NOTES: KEYED NOTES: 0 z > Q
N aw J
a G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF 1. PROVIDE AND INSTALL 2"REFRIGERANT RELIEF VENTS UP FROM CHILLER OFFICE, INCUBATION & O a
S REGULATOR
V WITHIN THE SCOPE H THIS PROJECT.PLUMBING VENTS, THROUGH ROOF. 0 Q W }
w REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM 2. CONNECT TO SITE AND INCUBATION PIPING.PIPING CONTINUATION AND CHILLER HVAC PLAN w = (If Q
F OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. INTSTAL ATION BY OTHERS.COORDINATE WITH OTHER TRADES AS REQUIRED. W = m
SCALE: 1/4"=1'-0" 0 to 3
G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER THE 3. PUMPS PROVIDED AND INSTALLED BY OTHERS.COORDINATE WITH OTHER O LL O W
LL CURRENT VERSION OF THE OREGON ENERGY SPECIALTY CODE. TRADES AS REQUIRED. 00 X J
m = ap0 J
4. CONNECT TO SITE GROUND WATER PIPING.CONSTRUCT 6"PUMP SUCTION Q X
HEADER FOR ALL PUMPS AT ELEVATION NEEDED FOR INSTALLATION OF 0 U
SUCTION PIPING AND PUMP SUCTION DIFFUSER.LOCATE SUCTION HEADER
a UNDER CONDENSER DISCHARGE ALONG WALL AS REQUIRED.LOCATION IS
FOR CLARITY.
7
ry 5. PROVIDE TRANSITION FIRING AS REQUIRED AND CONNECT TO FLAT PLATE
HEAT EXCHANGER.
U
0 6. PROVIDE PIPING TO MATCH SAME MATERIAL GROUP NUMBER AS SHOWN ON
SHEET 60M1,C105 AND GM-1 PIPE MATERIAL SCHEDULE,GROUP NO.8
AND 13.PIPE TO BE SAME MATERIAL FROM SITE PIPE TO PUMP SUCTION
o HEADER,TO INCUBATION ROOM CONNECTION,TO TRUCK FILL SYSTEM,AND
CHILLER CONDENSER WATER SYSTEM. —�
7. CGW PIPING TO TRANSITION DOWN TO BELOW GRADE 6°CGW TO
a INCUBATORS AND 4"CGW TO TRUCK FILL STATION.PROVIDE TRUCK FILL PROJECT: DA592013.00
91 STATION ISOLATION VALVE ABOVE GRADE.
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
....diengineering.net 60 M 5
Phone:[phone] Project:20DAC01
©Schni Engineering 2016 All Rights Reserved

Q
/ 34 --*---------------*--
' --------------L_ \
7 i RTU GROUND -,- o
GH6 1 MOUNTED a
HP GH7 l w
30. 1 I I L_I__L� __ _ i 34
I 2
Lw
18"08"SA 24 x12 RA i HP r HP 1
EUH 5lil lil GH7 3
GH7 i
L_ �_
5 RG-2,22z22"
SD-1 6' 1500 CFM 2 10 4 4
6 6 75 CFM ORAGE T T ry a
m
GH7 GH6 )j jfffffff ff 04 ' T J "
H
(Typ ALL) (TYP ALL) 23 li SD-3 20"x6" ________ ---__________'-_`` \ A 1
8 EA EF 450 CFM a °z
SD-1 8°0 �F0 LIN r - _ 2) - ELECTRICAL` , w
2(TOYOP 2) 6"0 EA 5 STORAG E -=1------
_ GH6 106 EUH `,
TG-1 12"z6 _ - SD-3 6"x3" 1
100 CFM ELEC.CO EF ff E TR00 EWH 100 CFM 1 1 39 GH7 0
T N
(1YP 2) T 2 2 ( 2) DSI DSI EUH L w
105 1 1 6 1 e e 36 x24 EA
S 5 GH6 8'6 SA 2 3 10 RECIRC.DUCT 3 a
15 GH6
CONFERENCE r 10"®EA
BREA s + EUH - --
103 2 , EUH - 33 0
OYP ALL) 3 �\14 13 12 u 100 EA 14 13 11 'i - -____-- -- 26 RADIATOR
EUH 3 I GH6 1 DUCT
� RG-1 22°z10° 3 GH6 1 - -
______ 400 CFM �� SD-3 16'x8°(lYP 2) 1
\\ (T/P ALL) 450 CFM
RG-1 22"00° 5 i 28 37 "' `\' :_
GH6 P ALL) 320 CFM 3 `.MUD RM. INCU ATION �� GH7 16 17 18 20 30 o� o
+ 5 GH7 `09 110
S 6 (�ALL) 29 31 rs `23
16"x10"RA li+(V-° 20"z10" 5 GH6 �\ T
--- 38 ENERATO b M �
8"0 SA CHICLE 113
RG-1 22z10' 112
LOB ii 36
290 CFI,{
BY 1\34 ii _ 1 GH6 r 14"®EA
E E 101 , r 25 o
12"x12 RA 16° Y SA%' JJjJ EWH 1 + T 15 ---___ _____ - ' EF Z
'107 2 GH6 2 T GH6 ( �) ' 6
SD-2 10"0 '- -- (TYP 2) EF
290 CFM _ ,_�� 12 i GH7 _
GH6 24 �� c
SD-1 10 b ff 6"0 1 GH7 ii 60"xB4"INLET 2 :m
200 CFM _ m'R a7
27
GH6 r z °to
' GH7 w =a v
35 3 m
II ' li
li ALL INSTALLING CONTRACTORS TO COORDINATE WITH
EMERGENCY GENERATOR SUPPLIER FOR ALL ANCILLARY
COMPONENTS AND ACCESSORIES REQUIRED FOR FULL
INSTALLATION.INSTALUNG CONTRACTORS SHALL REFER
❑❑ ❑❑ TO PROVIDED BOOK SPECIFICATIONS FOR REQUIRED
N COMPONENTS AND ACCESSORIES.
_______________ OFFICE, INCUBATION AND
-------------------
CHILLER HVAC PLAN
II mil/
I1/4
I
9
GENERAL NOTES:
u 5. TRANSITION FROM EQUIPMENT CONNECTION SIZES TO 16"x12"SA AND 20"00"RA 14. COORDINATE DUCT ROUTING WITH ALL OTHER TRADES,EQUIPMENT,GENERAL 24. INSTALL LOUVER ABOVE MAN DOOR, 10'-0"ABOVE FINISHED GRADE 35. MOUNT LOUVER 18"A.F.G.COORDINATE SIZE,SHAPE,COLOR AND FINISH WITH >Z >-
o DUCTS. CONTRACTOR,AND OWNER PRIOR TO START OF WORK. ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDERING AND STARTING OF Of
o G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF 25. 120 V FAST ACTING DAMPER(S).SHALL BE SPRING OPERATED TO OPEN AND WORK. d = Z z
0 6. MOUNT THE LOUVER AS HIGH UP ON WALL AS POSSIBLE.COORDINATE LOCATION 15. PROVIDE WITH HEAT RISE T-STAT CAPABLE OF 4-20 MILLIAMP OUTPUT,ENERGIZE MOTORIZED TO CLOSE AND FAIL OPEN.DAMPER SPRING SHALL OPEN DAMPER U O
¢ PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS,
S REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO START OF WORK. FAN AT 95 T(ADJ.)OR UPON REFRIGERANT LEAK DETECTION. SHUTTERS FAST WHEN SIGNAL POWER CUT. 36. EMERGENCY FUEL TANK VTR,SEE SHEET 6OP1 AND DETAIL 9/GH6. 0 Q W J
w OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. Of (Ifl1
� 7. FIELD COORDINATE FINAL INSTALLATION LOCATION FOR HP-1.COORDINATE 16. CONNECT 10'4 EA FROM EF-5 AND 14°0 EA FROM EF-6 INTO COMMON EA FOR 26. 120 V MODULATING DAMPER FOR WARMING ROOM DURING COLD MONTHS.DAMPER 37. SIDE DISCHARGE WITH METAL VENTILATE THIMBLE AND FLAPPER VALVE. W = O
i G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER THE INSTALLATION AROUND ALL BUILDING CLEARANCE REQUIREMENTS.COORDINATE FINAL PH-1.ROUTE EA THROUGH ROOF AND TERMINATE INTAKE AT PH-1.FLASH AND NORMALLY CLOSED,OPENS TO RECIRCULATE WARM RADIATOR AIR TO ROOM. 3: fn U
CURRENT VERSION OF THE OREGON ENERGY SPECIALTY CODE. REFRIGERANT LINE LENGTHS AND ELECTRICAL REQUIREMENTS WITH THE EQUIPMENT SEAL ANY PENETRATIONS THROUGH ROOF PER APPLICABLE CODES. 38. BACK DRAFT DAMPER(REFER TO EXHAUST FAN SCHEDULE SHEET GH3 FOR O LL O Q
y MANUFACTURER PRIOR TO THE START OF WORK AND ENSURE THAT ALL 27. PROVIDE WITH TEMPERATURE SENSOR CAPABLE OF 4-20 MILLIAMP OUTPUT TO DETAILS. IL in3 CLEARANCE REQUIREMENTS OF THE EQUIPMENT IS MAINFAINED. 17. TRANSITION DUCT TO PH-1 AS REQUIRED TO FACILITATE INSTALLATION OF OPEN/CLOSE WARM AIR RECIRCULATION DAMPER.SET TO 50 T(ADJ.). ) 2 m O
m =
° PENTHOUSE AROUND EXHAUST DUCTWORK. 39. COORDINATE UNIT HEATER MOUNTING LOCATION WITH EXHAUST DUCT WORK.
B. TERMINATE EXHAUST WITH WALL CAP.ENSURE THAT TERMINATION IS A MINIMUM OF 28. INSULATED MUFFLER EXHAUST OUTSIDE OF BUILDING OR ROOF.COORDINATE WITH Q X
10._O"FROM ALL FRESH AIR INTAKES. 18. INSTALL ROOF EXHAUST PENTHOUSE ON SHAFT CURB.SEAL ANY PENETRATIONS OWNER. CONTRACTOR RESPONSIBLE TO ENSURE THAT ALL RECOMMENDED MANUFACTURE p O
KEYED NOTES: CLEARANCE REQUIREMENTS ARE MET.
PER APPLICABLE CODES.
a 9. FIELD COORDINATE FINAL INSTALLATION LOCATION FOR RN-1.COORDINATE 29. PANCAKE STYLE MUFFLER PROVIDED WITH ENGINE TO MEET SOUND PERFORMANCE.
9 1. REFER TO SCHEDULE FOR MOUNTING HEIGHT.COORDINATE FINAL MOUNTING INSTALLATION AROUND ALL BUILDING CLEARANCE REQUIREMENTS.COORDINATE 19. REFER TO SEQUENCE OF OPERATIONS ON SHEET 60 IX FOR PROPER FAN SUPPORT FROM STRUCTURE.
LOCATION WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO START OF WORK. ELECTRICAL REQUIREMENTS WITH THE EQUIPMENT MANUFACTURER PRIOR TO THE CONTROL
N START OF WORK AND ENSURE THAT ALL CLEARANCE REQUIREMENTS OF THE 30. FUEL TANK VTR,SEE SHEET 60P1 AND DETAIL 9/GH6.
2. COORDINATE MOUNTING HEIGHT AND LOCATION WITH OWNER AND GENERAL EQUIPMENT IS MAINTAINED. 20. ENSURE THAT PENTHOUSE IS A MINIMUM OF 20'-0'FROM ALL FRESH AIR
w CONTRACTOR PRIOR TO START OF WORK. 10. INSTALL FACE DAMPER ON RETURN GRILLE. INTAKES OR BUILDING OPENINGS. 31. FUEL FILL LINE CONNECTION,SEE SHEET 60P2.
0
a 3. FIELD COORDINATE FINAL INSTALLATION LOCATION FOR HP-2 AND HP-3. 21. TRANSITION FROM EQUIPMENT CONNECTION SIZE TO 18"x18"SA DUCT BEFORE 32. FLEXIBLE DUCT CONNECTION TO RADIATOR DISCHARGE.
u COORDINATE INSTALLATION AROUND ALL BUILDING CLEARANCE REQUIREMENTS. 11. ROUTE 10"0 OR RECTANGULAR EQUIVALENT EXHAUST AIR DROP/INLET TO THE RISING UP THE WALL.SUPPORT VERTICAL DUCT AT BASE WITH UNISTRUT RACK
COORDINATE FINAL REFRIGERANT LINE LENGTHS AND ELECTRICAL REQUIREMENTS SOUTHEAST CORNER AREA OF THE CHILLER BAY WITHIN 1'-0"A.F.F.BALANCE MOUNTED TO HOUSEKEEPING PAD. 33. 24°x36"(li MAN ACCESS DOOR.DOOR SHALL OPEN TOWARDS RADIATOR.
WRH THE EQUIPMENT MANUFACTURER PRIOR TO THE START OF WORK AND EXHAUST FLOW TO 750 CFM. PROVIDE FLOOR MOUNTED UNISTRUT SUPPORT SYSTEM FOR DISCHARGE DUCT AND -�
ENSURE THAT ALL CLEARANCE REQUIREMENTS OF THE EQUIPMENT IS MAINTAINED. 22. TRANSITION FROM FROM 20"02"RA DUCT TO EQUIPMENT CONNECTION SIZE. PLENUM BOX.
12. ROUTE 10"0 OR RECTANGULAR EQUIVALENT EXHAUST AIR DROP/INLET TO THE SUPPORT VERTICAL DUCT AT BASE WITH UNISTRUT RACK MOUNTED TO
a 4. ROUTE REFRIGERANT LINES UP IN WALL.ROUTE LINES HIGH IN SPACE i0 NORTHEAST CORNER AREA OF THE CHILLER BAY WITHIN 1'-0"A.F.F.BALANCE HOUSEKEEPING PAD. 34. EQUIPMENT HOUSEKEEPING PAD,COORDINATE WITH STRUCTURAL,TYPICAL ALL -
ASSOCIATED UNIT.COORDINATE ROUTING WITH ALL OTHER TRADES,OWNER,AND EXHAUST FLOW TO 725 CFM. GROUND MOUNTED EQUIPMENT.HOUSEKEEPING PAD TO EXTEND A MINIMUM OF 6' PROJECT: DA592013.00
GENERAL CONTRACTOR PRIOR TO START OF WORK.SEAL ANY PENETRATIONS PER DC ENGINEERING
23. INSTALL 12"x6"TRANSFER GRILLE AT 12"A.F.F. PAST EQUIPMENT BASE.FIELD COORDINATE LOCATION WITH OWNER AND GENERAL DATE: 12/23/20
APPLICABIE CODES. 13. COVER EXHAUST AIR INLET WITH A 1/4"GALVANIZED SCREEN. CONTRACTOR PRIOR TO START OF WORK. Careful listening.Dynamic solutions. SHEET
....dieegieeerieg.eet SHEET
H 1
Phone:[phone] Project:20DAC01
©Schni Engineering 2016 All Rights Reserved

Q
1eRTU GROUND a
MOUNTED
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STORAGE
104 O U a
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103
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3"0 Ss MUD RM. INCUBATION a o
109 20 V 110 ® z
ts- 1D 24'0 SS a"0 Ss m CWV 3 ENERATO�� I 2 FC 5 FlI-1 2"0 SS I SLOPE 1/4"PER FOOT CHILLER GP3 113 GP3
LOBBY ® I GP3 1 9 \
OFFICE 101 0- GP3 3"0 �'r'�
oz SS-1 �_1 12 m v \ o z
4 UTIL STOR. I --3"m v- 2 ^
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ALL INSTALLING CONTRACTORS TO COORDINATE WITH
INVERT ELEVATION=i 49.0"B.F.F. �❑ EMERGENCY GENERATOR SUPPLIER FOR ALL ANCILLARY
1 COMPONENTS AND ACCESSORIES REQUIRED FOR FULL
❑ ❑ INSTALLATION.INSTALLING CONTRACTORS SHALL REFER
TO PROVIDED BOOK SPECIFICATIONS FOR REQUIRED
COMPONENTS AND ACCESSORIES. z
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GENERAL NOTES: KEYED NOTES: N a w >
s OFFICE, INCUBATION AND � c'D o 0
G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERMD 1. EXTEND 5'-0"FROM BUILDING AND CONNECT TO SITE UTILITIES. SEE CML O H w zz
FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY DRAWINGS FOR CONTINUATION. CHILLER WASTE AND VENT PLAN w _ Of
F ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE 2. TRENCH DRAIN BY OTHERS.REFER TO SHEET 6OM1 FOR SPECIFIC FIXTURE, SCALER/4"=V-0" W = O LU
$ OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED SIZE,LOCATION,AND FOR WASTE AND VENT ROUTING/SIZING INFORMATION. � D 3 �
PLUMBING FIXTURES. O LL O 1
G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND 3. PRIMARY FUEL TANK AND EMERGENCY TANK VTR,SEE DETAIL 9/GH5.TERMINATE C) 0 X a
3 ALL VENTS IN A HORIZONTAL ROW AS CLOSE TOGETHER AS POSSIBLE. 2: cD O s
°m GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK.
0 G3 AT MINIMUM,INSTALL AND INSULATE PIPING AS REQUIRED BY THE CURRENT 4. ROUTE VENT UNDERSLAB TO NEAREST WALL. !2 O 0
VERSION OF THE OREGON ENERGY SPECIALTY CODE. z
� 5. ROUTE CONDENSATE LINE UP HIGH IN SPACE TO AN APPROVED LOCATION.
o COORDINATE ROUTING AND TERMINATION LOCATION WITH OWNER AND GENERAL Cn
$ G4 IF NOT SHOWN,REFER FIXTURE SCHEDULE FOR BRANCH AND FIXTURE CONTRACTOR PRIOR TO START OF WORK.SEAL ANY PENETRATIONS PER
o CONNECTION SIZING INFORMATION.
MATION. APPLICABLE CODES.
2 G5 ALL CLErANOUTS SHALL BE SIZED TO MATCH THE WASTE LINE SERVED. ___I
u 6. ROUTE CONDENSATE TO AN APPROVED LOCATION.COORDINATE ROUTING AND
o TERMINATION LOCATION WITH OWNER AND GENERAL CONTRACTOR PRIOR TO
rc START OF WORK.
0 7. SUMP BY OTHERS,REFER TO THE 60S SHEET SERIES AND SHEET 6OM2 FOR
SPECIFIC FIXTURE,SIZE,LOCATION,AND FOR WASTE AND VENT ROUTING/SIZING
INFORMATION.
a 8. DRAIN EYE WASH FROM BACK OF UNIT AND TURN TOWARD TRENCH OR SUMP. �—
A CLEARANCE FOR EYE WASH SHALL BE ADA COMPLIANT. PROJECT: DA592013.00
DC ENGINEERING DATE: 1223/20
Careful listening.Dynamic solutions. SHEET
wwwdrengineering.nnt SHEET
P 1
Phone:[phone] Project:20DAC01
©Schnebel Engineering 2016 All Rights Res—M

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EMERGENCY GENERATOR SUPPLIER FOR ALL ANCILLARY
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TO PROVIDED BOOK SPECIFICATIONS FOR REQUIRED
----- ------------------
❑� ❑� COMPONENTS AND ACCESSORIES.
I
N Q
OFFICE, INCUBATION & z } a
s CHILLER WATER PLAN 0 o w
SCALE:1/4"=1'-0" O w F-
GENERAL NOTES: KEYED NOTES: (1 W = o
i
1. CONNECT 2"CW LINE TO SITE CIVIL SEE CML DRAWINGS FOR CONTINUATION. 10. PROVIDE WITH BLOWOUT PORTS TO BACKFLOW PREVENTION DEVICE.BACKFLOW
O LL O Ut
LL G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED WATER METER(IF NEEDED)TO BE SIZED AND INSTALLED BY OTHERS. PREVENTION DEVICE LAYOUT IS SCHEMATIC IN NATURE. EL � m z
3 FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY O O x0
°m ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE = m m
x Of WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED 2. PROVIDE BUILDING ISOLATION VALVE.COORDINATE WITH OWNER AND GENERAL 11. ROUTE T&P RELIEF VALVE TO SERVCE SINK AND TERMINATE WITH 2"AIR GAP. Q O
O PLUMBING FlCNTRA CONTRACTOR IF METER IS DESIRED.
12. REMOTE FUEL FILL CONNECTION BOX.FUEL FILL BOX SHALL INCLUDE SPILL
H 3. NOT USED. CONTAINMENT AND PADLOCK.PROVIDED WITH EMERGENCY GENERATOR PACKAGE. _J
a G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND
GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. FIELD COORDINATED,CONTRACTOR INSTALLED. a
� 4. PROVIDE CIRCUIT SETTER IN ACCESSIBLE LOCATION,SET TO 0.5 GPM.
N G3 AT MINIMUM,INSTALL AND INSULATE PIPING AS REQUIRED BY THE CURRENT 13. ROUTE FUEL FILL LINE ALONG WALL AND TO ENGINE FILL CONNECTION.PROVIDE
VERSION OF THE OREGON ENERGY SPECIALTY CODE. 5. TRENCH DRAIN BY OTHERS.REFER TO THE 60M SHEET SERIES FOR SPECIFIC UNISTRUT RACK ON FLOOR AND FLEX HOSE CONNECTION AT ENGINE.
w FIXTURE,SIZE,LOCATION,AND FOR COLD WATER ROUTING/SIZING INFORMATION.
'o G4 IF NOT SHOWN,REFER TO FIXTURE SCHEDULE FOR BRANCH AND FIXTURE 14. REMOTE FILL STATION SHALL BE A MINIMUM OF 24"FROM ANY BUILDING
CONNECTION SIZING INFORMATION. 6. COORDINATE CONNECTION OF HOSE BIBB TO AMBIENT GROUND WATER SUPPLY OPENING.
(REFER TO CIVIL DRAWINGS FOR ROUTING AND CONNECTION LOCATION).
G5 ALL CLEANOUIS SHALL BE SIZED TO MATCH THE WASTE LINE SERVED. 15. SUMP BY OTHERS,REFER TO THE 60S SHEET SERIES AND SHEET I FOR
7. CONNECT 1-1/4"CW TO AND 1-1/4"HW FROM WATER HEATER. SPECIFIC FIXTURE,SIZE,LOCATION,AND FOR COLD WATER ROUTING/SIZING
INFORMATION.
8. 1/2"CW DOWN IN WALL TO COFFEE MAKER AND COUNTER WATER DISPENSER.
INSTALL A LINE SIZE RP DEVICE PRIOR TO FIXTURE CONNECTIONS.COORDINATE 16. MIXING VALVE SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. —
m MOUNTING HEIGHT WITH ARCHITECT. PROJECT: DA592013.00
DC ENGINEERING DATE: 1223/20
9. 1/2"CW DOWN IN WALL TO REFRIGERATOR.PROVIDE WALL BOX WITH SHUT-OFF Careful listening.Dynamic solutions.
VALVE FOR EACH CONNECTION.COORDINATE MOUNTING HEIGHT WITH ARCHITECT. ...d—giaeeriag.aet SHEET
Phone:[phone] Project:20DAC01 60 P 2
0 Schnebel Engineering 2016 All Rights Res—

a
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HP
H1P HP (N)CT ENCLOSURE 3 (N)WELL PUMP#1 1 VFD
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(N)PANEL'EOFP BEAKER (N)WELL PUMP#2(P-10.2)VFD
a n
EUH (N)PANEL OFH N) MR (N)WELL PUMP#2 SINE WAVE FILTER w z
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OFL-]9 (N) L-_ w
on-34 N DISTRIBUTION i
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104 60.3 w T osl-z (N)XFMR'T-OW FILTER o
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EF ALIN (N)'OCB-CCP' ELECTRICAL o
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on- - '� TO 'E T Eux-i VFD STARTER LIGHTING CONTROL FOOTPRINT OF RIVER PUM zm F
108 CABINET RE:GE5 VFDs AND SINE WAVE FILT S
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POWER KEY NOTES: ® Z®O POWER PLAN ° m o Eu
X -J
o 1/4"=1'-0" o_ O
1. CONNECT TO HEAT PUMP RE: GE3 EQUIPMENT SCHEDULE. PROVIDE
DISCONNECT AT INDOOR UNIT SIZED PER MANUFACTURER
a REQUIREMENTS.
2. COORDINATE ROLL-UP DOOR CONNECTION REQUIREMENTS WITH
y MANUFACTURER.
U
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3. PROVIDE 18"GROUND BAR UNDERNEATH PANEL RE: 10E5.
u
rL 4. PROVIDE HEAT TRACE ALONG GUTTER AND ASSOCIATED DOWNSPOUT(S).
S HEAT TRACE SHALL BE RAYCHEM XL SERIES - 5 WATTS/FT MAXIMUM.
MAKE ELECTRICAL CONNECTIONS AS REQUIRED.
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
www&.9ineefing.net SHEET
Pho°e:2082882181 Projeol:20DAC01 60E1
©S,hnabel Engineering 2016 All Rights R...—d

C_
W —wwLI1 —
TYP. TYP.
EDP-8 mP-8 EDP-8 o— EDP-8
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GENERAL LIGHTING NOTES: Z® O LIGHTING PLAN
a 1. REFER TO SHEET GE5 FOR LUMINAIRE SCHEDULE. Z >1 z
2. PROVIDE UNSWITCHED SENSING/CHARGING CIRCUIT FOR ALL a J 2 O Q
BATTERY—BACKED FIXTURES. p Q W Q J
U d
LIGHTING KEY NOTES: ® o D o PZ
1. PROVIDE EXTENDED RANGE OCCUPANCY SENSOR. SENSOR SWITCH o 0 x J =
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2 m O w _
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2. PROVIDE PHOTOCELL ON ROOF FACING NORTH RE: GE5.
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
wwwdrengineering.net SHEET
Phone:[phone] Project:20DAC01 60E2
0 Schnabel Engineering 2016 All Rights Reservetl

RUN RUN
YR STATUS YR STATUS
SPEED SPEED
SIC SETPOINT SIC SETPOINT
NUM NUM
SIC SPEED SIC SPEED
ACTION HSS ALARM
START HSS START N TAH TEMP TAH TEMP TAH TEMP TAH TEMP ALARM IAL LEVEL
STOP STOP HIGH HIGH HIGH HIGH LOW 10
ALARM ALARM HUM YA ALARM
FAULT YA FAULT FI FLOW TAL TEMP TAL TEMP FI FLOW TAL TEMP FI FLOW TAL TEMP NUM ALARM NUM LAH LEVEL
LOW LOW LOW LOW HIGH
HOA STAAUTO AUTO HUM HUM HUM NUM NUM NUM NUM NUM ALARM
, ALARM
TUS HOA STATUS FLOW T1 TEMP T1 TEMP FLOW T1 TEMP FLOW TI TEMP LI LEVEL LAH LEVEL IAL LEVEL
TOTAL TOTAL TOTAL HIGH LOW
rc
OXB-CCP OXB-CCP
SOFTWARE 1/0 SOFTWARE I/O
AUTO STATUS AUTO STATUS DI DI DI M
RUNNING RUNNING FT FLOW FT FLOW Ff FLOW
FAULT FAULT TOTAL TOTAL TOTAL m
SPEED CMD SPEED FDBK OXB-CCP Al A AO IXB-CCP OXB-CCP F i
SPEED CMD SPEED CMD F FLOW T TEMP T TEMP F FLOW T TEMP F FLOW T TEMP L LEVEL S LEVEL SL DEVEL w START START — — — — — — —
STOP STOP HIGH ow
TYJ OXB-CCP L�J OXB-CCP L�J OXB-CCP L) J OXB-CCP L�J OXB-CCP L J OXB-CCP ITI OXB-CCP L�J OXB-CCP L�/J OXB-CCP L J OXB-CCP z
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FE-60.2 TIT-60.10 06
oFE TT V-60.8 TO AREA 40 SNAKE RIVER Z L d
Q W
2 MM f DRAIN U O Q
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INCUBATORS 1-60.15 THRU-60.21
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LSL-60.1
9
INCUBATORS 1-60.22 THRU 1-60.28
a
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 6011
©Schnabel Engineering 2016 All Rights Reserved

RUN
RUN AUTO
YR STATUS YR STATUS HOA STATUS
ACTION ACT I(HSS ALARM
START HSS STARTN PAH PRESS PAH PRESS TAHSS TEMP YA FART TAH TEMP TAH TEMPALARM ALARM ALARM LA ALARMM TAH T MPM TAH TEMP
STOP STOP HIGH HIGH HIGH HIGH HIGH HIGH HIGH
YA ALARM ALARM
FART YA FART PAL PRESS PAL PRESS FI LALA ALARM ALARM FLOW TAL TEMP ZI POS TAL TEMP TAL TEMP NUM ALARM NUM ALARMM TAL TEMP TAL TEMP o
LOW LOW LOW LOW LOW LOW LOWAUT a
HOA STATOU STATUSHOA STATNUM NUM 4T�NUM NUM 0 NUM NUM NUM NUM
AUTOUS PI PRESS PI PRESS FLOW TI TEMP ZP CMD TI TEMP TI TEMP TI TEMP TI TEMP w
TOTAL
DO DO
ST START ST START
OXB-CCP OXB-CCP
DI DI DI
AUTO SA AUTO AUTO
OXB-CCP OXB-CCP OXB-CCP w o
DI I
AI
YA FFAULT YA FAULT FLOW ?I POSITION N d
TOTAL z
OXB-CCP OXB-CCP AO IX OXB-CCP o w
YR RUN YR RUN P PRESS P FIR FLOW T TEMP ZC POS CAD T TEMP T TEMP T TEMP T TEMP
STATUS STATUS OXB-CCP z
ITI OXB-CCP I OXB-CCP L�,H OXB-CCP L-Y—J OXB-CCP L-)GJ OXB-CCP L J OXB-CCP J L—\,GJ OXB-CCP L-\LJ OXB-CCP L�/J OXB-CCP L LH OXB-CCP a
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I I I I I I I I I I I a
LOCAL CONTROL w
LOCAL CONTROL LOCAL CONTROL OPEN
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3 / \ HOA MS -O-C 480VAC MS �/ \ Y CLOSEACV 120VAC �O.zQa�� — PI P I/
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\ 60°F 75°F
o 120 TON
50°F -z'z 06
2E7FIT 4" ✓4" 1 1 1 1 1 a Lu z d
FF
$ / 20 U O 11�
J�-\� O a � LU
J
w = 0 J_
FMI GCHWS _
4"GCHWR / PIT 60.1 PT 35°F d ILL� m U w / PRESSURE RELIEF \ O O x
m / SET TO 50 PSI T I \ = CO O
x / ROUTE TO DRAIN AV
1"Tp GLYCOL \ TIT$0.4 TIT-60.1 Q X w
o / FEED PUMP TIT-60.5 \ 1f T 0 O H
/ P-60.3 (T�r� ACV-60.1 \ T HEAT EXCHANGER 54°F j
GCHWR 0 4' 50 F 601 A
NG 4" 4° 35'F-50'F /I 183 ��-H-TiN� a
4" 11 X ISET TO MAINTAIN 401F 183 GPM \ -
`e- AS \ WATER SUPPLY TO GPM 0 \ TIT-60.2
—T q" 4" 4„ 1 \ 1" INCUBATION STACK$ T
a AV \ (USER ADJ) 4„ `{i
4"
B 6011
9 2GALLON
PT PIT-60.2 35°F 40°F '
ET GFi SET TO 25 PSI �� TIT-60.3 HX -_-----------
a BT MAKEUP FROM �-
1 GLYCOL FEED TANK PROJECT: DA592013.00
--- DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 6012
©Schnabel Engineering 2016 All Rights Reserved

RUN RUN AUTO
YR STATUS YR STATUS HOA STATUS
TAH TEMPALARM HSS STARTN ACT HSS STAALARM ALARM
RTN TAH TEMP M YA FAULT TAH TEMP TAH TEMP
HIGH STOP STOP HIGH HIGH HIGH
TAL ALARM FALT FLT ALARM NUM ALARM ALARM
TEMP U AU TEMP POS TEMP TEMP o
LOW Y AL LOW Z _
LOW LOW
NUM AUTTI IDS CUM NUM AUTO CUM
TEMP HOA STATOUS HOA STATUS TI TEMP ZP CMD TI TEMP TI TEMP U
DO DO
ST START ST START
OXB-CCP OXB-CCP
DI DI DI
AUTO AUTO SA AUTO
OXB-CCP OXB-CCP OXB-CCP w o
Al
YA FAULT YA FAULT ZI POSITION N °'
r i
OXB-CCP OXB-CCP OXB-CCP o w
AI AO
T TEMP YR RUN YR RUN TEMP ZC POS CMD T TEMP T TEMP 0
I \/ I I \/ ISTATUS I \/ ISTATUS I \/ I OXB-CCP I \/ I w
T OXB-CCP T OXB-CCP T OXB-CCP T OXB-CCP T OXB-CCP OXB-CCP a
s
I I I I I I I
0
I I I I I I I a
Ry
LOCAL CONTROL w
LOCAL CONTROL LOCAL CONTROL OPEN o x
PBOP I I I
I c I I c I I I I
i HOA MS 480VAC 480VAC MS HOA i
3 — HOA ACv 12aVAc
i0A A Y
� P-60.5-MS P-60.6-MS i , P CL CLOSE =P a o
�3b
I I I I I I
- I
SMc01
I I I I I I I = z omm
j = � yid
to
\\ j Nwtc
I \ I I I I =a u
I \ I I I I e
\ TIT-60.9 TIT-60.8
I
\\ T Tr
\ 6„Q \\ �� 50'F-54'F
WELL SOURCEE
P-60.5
� � j��Z � a pp
T 4" / \7� / 4" WARM
3 6O 2 i 4" 60'F O / BYPASSASS
j� TIT-60.7
o ' CWS 4"BYPASS
a I ` T Tr N
FS'F 0'r-��� U ►�TO SITE Q
(v� , 4 DRAIN } }
7 a T Tf ACV-60.2 Qd W Z a
o Z
D 602 SET TO MAINTAIN 60'F U
cai WATER SUPPLY TO O F W w
TIT-60.6 CHILLER CONDENSER U Q Ili
(USER ADJ) w = Q J
x0 EL
N a3m U
x
amo �
0 x W
x - H
0
a
a
h
0
x
U
9
�pa
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.net
Phone:[phone] Project:20DAC01 6013
©Schnabel Engineenng 2016 All Rights Reserved

STATUCHARGINGS ENABLE
FS DIS ZE CMD
TEMP STATUS ALARM STATUS
TI DISCHARGE YR RUNNING YA FAULT RUNNING
TSP DISCHARGE SP FS CONDENSER FLOW ACK LEVEL ZI POSITION YR STATUS RUN / 'n \STATUS YI IDLEUS
HIGH ��
YA FAUALALT FS CHILLED FLOW YA ESTpp ZOP OPENED TI TEMP LAH HIVEL FAL LOW FI NOW YA FA RM YA ALARM FAL FLOW ZS OPEN OW LOW ZS OPENS YA ALARM O
�r F
rc
m
rc
xQ M
DO
G ACK u r i
o rc
SOFTWARE I/O 0 OPENED DDI BLTCCP Z1 FIOSITION YA DFAULT YA OFAULT O OPENED O OPENED z
ENABLE — _ _ _ — — w
RUNNING SOFTWARE 1/0
CONDENSER LOOP FLOW yA ESTOP CL DDXPBNCCP T TEMP OAXSB-CCP OXB-CCP OXB-CCP NSP OXB-CCP L�GJ OXB-CCP L1CJ OXB-CCP
CHILLED LOOP FLOW DI DO N AI AO Al DO 1�/���1 DO DI /Zr—J��1 DO /Z����DO RUNNING o 0
DISCHARGING — AIT ZC POS F FLOW SP START SP START FS FLOW I�CL CLOSE IF CL OPEN IDLE N
DISCHARGE TEMP I \\// IOXB-CCP I \/ OXB-CCP LEVEL I \/ ICMD OXB-CCP CMD CMD FAULT m
DISCHARGE SETPOINT T TJ OXB-CCP Ii OXB-CCP T OXB-CCP L�LJ L�LJ OXB-CCP LJ OXB-CCP L�LJ OXB-CCP L�LJ OXB-CCP Ii OXB-CCP o
FAULT a
w F
o�
I I I I I I I I I I I
I I I I I I I I I I I
I I I I I I I I I I CH60.1-CP PBES I 4�m0�2 y
3 MD MD d= S
\ — t2DV12DV MS12DV MS12DV MD12DV MD126V GEN60.1-CP
CHILLER CONTROL PANEL GENERATOR CONTROL PANEL y p 5 _
I I I I I I I I I I I B
I ^
I I I I I I I I I I I tic
w d E
SMv
I I I I I AE
AE-60.1 '�J' C9 to$N
L3 V z m
Y v)
I I I I I I � I I I I cay
II � I I I II FE 'I II I I
0
� M FE-60.5 �� v
I�GvIJ�r
EF-5
GENERATOR 06
\\ \ CHILLER 13 a
\\ \ \ 1 12 (9
v v Z
\ ! }�
\\ \\o �J I \\ I \\ Fs I z 0�
D. V O z
\ TE TEE0.1 O F w O
w = 0
i v 3: U
LL
L2 d ca
a m
0
120VAC AIT AIT-60.1 C1 0 O
0
a
ry 1 Ri AIT/AE$0.1 la
� ES-60.1 i J
g U
t
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 6014
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. ALL ABOVE GROUND CONDUIT SHALL BE 3/4"MINIMUM AND UNDERGROUND
CONDUIT SHALL BE 1"MINIMUM.UNLESS NOTED OTHERWISE
2. PROVIDE ACCURATE AS-BUILT DRAWINGS TO ENGINEER UPON PROJECT
COMPLETION.
3. ABSOLUTELY NO TOP PENETRATIONS SHALL BE ALLOWED IN PLC AND CONTROLS
ENCLOSURES.
0
4. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, a
INCONSISTENCIES WITH DESIGN OR INTENT,OR NEED FOR CLARIFICATIONS,IT IS
THE CONTRACTORS RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN
WRITING WITH THE ENGINEER.IF THE CONTRACTOR FAILS TO CLARIFY ANY
QUESTIONS OR INCONSISTENCIES,THEY ACCEPT RESPONSIBILITY TO CORRECT AT
THEIR COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE ENGINEER.
5. REFER TO SHEET GI 4 FOR INSTRUMENT SCHEDULE.
6. REFER TO CABLE SCHEDULE,SHEET GI 5 FOR CABLING REQUIREMENTS.
rc
KEY NOTES:
1. PROVIDE BREAK GLASS TYPE EMERGENCY SHUTOFF SWITCH.PROVIDE SIGNAGE
x. M
"REFRIGERATION SYSTEM EMERGENCY SHUTOFF". 6
� I
� I �
1______i P-101-VFD
m w
(N)WELL PUMP$1 SINE WAVE FILTER z
(N)CT ENCLOSURE
❑BREAKER
P-10.2-VFD N
(N)PANEL'EOFF' BREAKER
(N)PANEL'OF (N)XFMR (N)WELL PUMP$2 SINE WAVE FILTER w
(NINCUBATION PUMP VFD 0
/ ',STORAGE PANEL[ �(N)DISTRIBUTION
L DINEL STRIBEDUTION
PANEL'MDP' PA ' P'O HARMONIC
104 (N)XFMR T-OFL' FILTER
❑XB-CCP (R)ATS'83-ATS-A'
FORMALIN P-60.1-VFD ELECTRICAL
STORAGE P-60.2-VFD 1 P-60.3-MS
P-20.1-VFD a
( ELEC.COMM.'I RES. TROD�` P-20.2-vFD
II 105 4n� Lt 06_f ry7p3b 0
I
CONFERENCE \\v/
PIT-60.1
BREAKROOM _ ,-' t FE/FIT-60.1
PH-1 O O CH60.1-CP
_ GEN60.1-CP
103 Z
D D _
LE-60.1 FE/FIT-60.4 °--�❑ -- -/A�
o (N)GENERATOR
LSH-601 _ w e E
0
P-60.6 w $1p U
FE-60.5 TIT-60.4 It ACV-601 M c
Z o°
MUD RM. INCUBATION P-60.5 = - _^to
_--- 109 110 - - - f•C9 w n N
TIT-6010 EF-5 TIT-60.2 t TIT-60.9 Z "to
' TIT-60.5
---- ------ --TIT-601 - R y
LOBBY E
E:1
P-60.4
FE/FIT 60.2 PIT- 0.2
OFFICE 101 _---' EF-6-MS
102 1 EF-6 II I 1
SCADA UTLo.7STOR. ACV-60.2 _ P-60.3
TE-60.1
❑ AIT-60,1 FS-60.1
® O P-60.2TIT-60.11 L 2 O
P-60.1 O
FE/FIT-60.4� ----------------------------
O
AIT-60.1 it - TIT-60.6 NN
LL
o AE/AIT-601 TIT-60.7 w Z
a J a ii i i O1 ES-60.1 i Z }
'of Lu U Z
$ 0 U O 00
LU
Of
x ❑� - w 2 o Z
x �
Ln � Z
U.
O
x ❑❑ ❑❑ �___ j ° m LU
N
LL
o aco Q
oL_____________ ____________________ __________ j p p ? Of
cA
1 OFFICE, INCUBATION,AND CHILLER INSTRUMENTATION PLAN U
NORTH SCALE:1/4"=l'-O" LL
LL
O
9
a pt
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net 6015
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. PROVIDE ITEMS IN THE BILL OF MATERIALS AS SPECIFIED,
OR APPROVED EQUAL. PLC, PLC COMPONENTS AND HMI
SHALL BE SUPPLIED AS SPECIFIED.
2. IN ADDITION TO THE FUSE QUANTITIES SHOWN IN THE BILL 10
OF MATERIAL, PROVIDE 100% SPARE FUSES. E
19 18 ® 19 18 ® 3. PANEL SHOWN WITH INTENT OF BEING USED AS SHOP m
42 15 32 31 30 DRAWINGS. CONTRACTOR SHALL PROVIDE COMPLETE AND
OPERATIONAL SYSTEM. THE PANEL SHALL BE BUILT BY A
UL-508A CERTIFIED PANEL BUILDER. THE COMPLETED
O ° O CONTROL PANEL SHALL BE UL LISTED AND INCLUDE ALL
3g1• 71W
❑ O r UL LABELS REQUIRED FOR INDUSTRIAL CONTROL PANELS.
Q : m 4. GROUND PANEL, SUB PANEL AND DOOR ON
T MANUFACTURES PROVIDED GROUND TERMINALS. ALL
TAINTED 00 D TE11 "El
O ATTACHINGACES MUST GROUNDING BE PROPERLY CONDUCTORS.CLEANED PRIOR
10 27 29 24 26 16 17 5. LABEL ALL WIRING AS SHOWN ON THE SCHEMATICS USING
HEAT SHRINKABLE SLEEVE TYPE LABELS.
a"
6. ABSOLUTELY NO PANEL PENETRATIONS WILL BE ALLOWED f z
ON TOP OF THE CABINET. CONTRACTOR TO KEEP AS MANY o
2 I 38 35 2 2 PENETRATIONS TO THE BOTTOM OF THE PANEL AS
POSSIBLE.
1 5 _ 7 21 7 2 21 3 7. ALL CONDUCTORS ENTERING PANEL SHALL BE RUN IN a
12 CONDUIT. o 0
3 13 1 4 8. PANEL SHALL BE ANCHORED AND FASTENED TO BUILDING
3 STRUCTURAL ELEMENTS. USE EXPANSION TYPE ANCHORS rc
22 8 APPROVED FOR THE APPLICATION ON MASONRY UNITS. USE w
8 23 STRUT MOUNTED TO STRUCTURE WHERE NECESSARY. a
3 9. PROVIDE PHENOLIC NAMEPLATE WITH PANEL NAME o
O 3 C, CENTERED ON FRONT OF ENCLOSURE 12" FROM TOP.
8 20
0 `
3 _
d z
4 0 yd�r8jp3 Q�e O
b
7 22 0
v
O 20 7
0 ^c
3 0 =iz � m
34 tv
44' 37 0 a
N 'gym
-a U
0 0 a
0 0 v
6
34 0 34 0 34 0
11 0 37 0 37 0 37 0
0 0
0
41 0 0
� 40
Y
o z �
ry 15 0 0 0 a LU O
a 15 p F 0 0- O
w G-Duerr LU U }
0 (ifw 0 U a
0 0 ry � ���� 3: LL � m J
36 39
® 0 0 0 CL
o °x°
Z
o O L=j ° O 2 m
Q
0
a
h
00
ro
in
9
a pt
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 60110
©Schnabel Engineering 2016 All Rights Reserved

O
H
K
y
BILL OF MATERIAL
ITEM CITY 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 AS
2 32 1492-EAJ35 ENDANCHOR AS
i
3 204 1492J4 SCREW CONNECTION TERMINAL BLOCK;1492-J AS o �
4 50 1492JG4 SCREW CONNECTION TERMINAL BLOCK;1492-J AS
5 48 1492JKD4 KNIFE DISCONNECT TERMINAL BLOCK AS
6 1 1492-REC15 DIN RAIL MOUNTED RECEPTACLE AS i
0
7 57 1492-WFB424 SCREW CONNECTION FUSED TERMINAL BLOCK;1492-J,15AMPS,BLACK COLOR,30-12AWG,RATED VOLTAGE 10-57VAC/DC W/LED INDICATION AS
8 12 1492-WFB4250 SCREW CONNECTION FUSED TERMINAL BLOCK;1492-J,15AMPS,BLACK COLOR,30-12AWG,RATED VOLTAGE 100-300VAC W/NEON INDICATION AS o
9 2 1606-XLE120E SWITCHED MODE POWER SUPPLY,1606 SERIES,24-28VDC,120W,120/240VAC INPUT VOLTAGE AS
a
10 1 199-DR1 ZINC/STEEL DIN RAIL EN5022(35mm x 7.5mm x 1mm) AS r
11 5 199-DR2 2 METER ZINC/STEEL DIN RAIL EN5022(35mm x 7.5mm x 1 mm) AS o
12 2 4983-DS120-401 120VAC SURGE SUPPRESSOR AS
13 32 700-HK32Z24-4 HK TYPE SLIM LINE RELAY,24VDC,8A,DPDT,2 POLE WITH PILOT LIGHT AS
14 32 700-HN222 SCREW TERMINAL MINIATURE SOCKET AS �PV
15 1 SFP1G-SX-85 CISCO GLC-SX-MM COMPATIBLE SFP TRANSCEIVER MODULE FS
16 1 A60P60 60 X 60 SUB PANEL HOFFMAN d z $
17 1 A62H6012LP3PT TWO-DOOR WITH 3-POINT LATCHES AND FLOOR STANDS,TYPE 4 HOFFMAN y _
18 2 LEDA2M35 MAGNETIC MOUNT,IR MOTION SENSOR HOFFMAN d'r y� Nye
19 2 LPC72 72"POWER CABLE W/LEADS HOFFMAN 7�3b
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 z
23 1 1 JGSC6 FUSE 5X20MM 250VAC,6A,TIME DELAY MERSEN
24 2 BMXAM10800 NON-ISOLATED ANALOG INPUT MODULE X80,81NPUTS MODICON w d E
25 2 BMXAM10810 8 CHANNEL ANALOG OUTPUT MODULE MODICON !� w
26 2 BMXAMO0410 ISOLATED ANALOG OUTPUT MODULE X80,4 OUTPUTS MODICON f c
M N
27 1 BMXCPS3500 X80 PLATFORM POWER SUPPLY MODULE.100...240VAC-36W MODICON V w'$N
a
28 3 BMXDD11602 DISCRETE INPUT MODULE,M340,16 INPUTS,24 VDC SING MODICON N z t`o c
w oL
29 1 BMXP342020 M340 PROCESSOR MODULE MODICON y
30 1 BMXXBE1000 BACKPLANE EXPANDER M340 MODICON
31 1 BMXXBP0800 M340 8 SLOT MOUNTING RACK MODICON v
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
3 39 1 FDMEBRG DIN RAIL MOUNT FIBER PATCH PANEL PANDUIT
40 1 FS-OS-2010 QUICKSERVER GATEWAY SIERRA MONITOR J
41 1 SDU850A UNITERUPTABLE POWER SUPPLY DIN RAIL MOUNT SOLA HD Q
0 42 1 TI-G1601 16 PORT HARDENED INDUSTRIAL GIGABIT DIN RAIL SWITCH TRENDNET Z w
7 d W ZO
S 2 U Q
0 w a g
s U a (�
w w = 0 (.1) LL
a 0 m o m
LL
x J
3 = m 0 M
x a 0 J
o Cl O w
Z
a Q
h
'o
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdrengineering.nel
Phone:[phone] Project:20DAC01 60111
©Schnabel Engineering 2016 All Rights Reserved

3015 3015C
3000 i
from 3037 from 3037
3000 3038 120V L1 120VAC N1
3000B
TS1-F 12
15A�b CB3001 3039 24V DC POWER SUPPLY 3039A
3001 3000AI TS 3039 1q t DV3039 "
MAIN TS1-GND TS1-F 14 TS1-UPN
3040C 120W 3040E
3002 3040
3003B 3003D 015 5A 3093 3015C
3003 DV3003 DV3003A o
3003A J F
3003 3041 0.
rc
TS1-L TS1-GND TS1-GND TS1-N 3040A m
3004 _ _ 3042
TS1-F1 RECPT3005 TS1-F 13 24V DC POWER SUPPLY
3005 3005A 3043 3043A
3005 5q x x 3043 1q t DV3043 "
1221—�
TS1-N S1-F15 TS1-UPN 30448
3044 120W 3044A
3006 3044 -
TS1-F2 TS1-GND 5A 3093 TS1-GND
3007 — 3007A
3007 5A 1 DV3007 2 3045 —
120VACf24VAC T51-N TS1-F16 DV3046
3001 30086 TRANS ORMER 3008D
3008C 3046 3046A w o
3008 3 63VA s 3046 5q - El
TS1-(+24AC) TS1-(-24AC) TS1-(-24)
ETHERNET SWITCH uj
3009 3008 3047
w
TS1-F20 3010 DV3010 TS1-F17 DV3048
3010 3010A 3048 3048A m w
1A ' 3048 1Ahr---------------- ------------------ �x
ACTUATOR TS1-(-24AC) FLOW SWITCH TS1-(-24) o 0
3011 3049 to
TS1-F21 3012 DV3012 TS1-F18 DV3050 o
3012 z 3012A 3050 3050 z 3050A w
1A ' 1A
ACTUATOR GATEWAY TS1-(-24AC) TS1-(-24)
3013 3051
TS1-F3 TS1-F19 DV3052
3014 3014A
3014 6A UPS 3052
3015E 3015C TS1-N ETHERNET SWITCH TS1 ( 24)
3015 a 4 3053
a o
TS1-UPL 3092 TS1-YF�20 LSL-60.1
3016 3054 ------------- 3054— ^ --------3054A--------
1A OVERFLOW ,OW IBOX TS1-(-24) �rS�pb Owe
3017 3055 LOW LEVEL SWITCH
TS1-F4 DV3018 TS1-F21 LSH-60.1
1A 3018 3018
z 3018A 3056 1�------------ 3056-- --------3056A-------- ` v
PLC POWER SUPPLY TS1-UPN OVERFLOW BOX TS1-(-24) z
3019 3057 HIGH LEVEL SWITCH /�c
TS1-F5 DV3020 TS1-F22
3020 3020 A
L " 3020 3058 1A = w m U
1A 1A
3015 PANEL LIGHT TS1-UPN TS1-(-24) _ M
3021 3059 V �'6 go
z ti
a
TS1 DV3022 TS1-F23 N w A t to
3022 1A 3022 L " 3022A 3060 1A� a y
PANEL LIGHT
TS1-UPN TS1-(-24)
3
3023 3061 v
TS1-F7 TS1-F24
3024 114A- 3062 14A-
TS1-UPN TS1-(-24)
3025 3063
TS1-F8 TS1-F25
3026 1 4A- 3064 14A-
TS1-UPN TS1-(-24)
3 3027 3065
TS1-F9
3028 1A TS1
a TS1-URN Z V
7 3029 3067 d = Z
a TS1-yF 10 00 F (O a Q
w 3030 ,� 3068 U Q � (, W
w = O V =
i 3031 3069 0 LL � m V
TS1-FF 11 O O m O J
m 3032 ,� 3070 = co O LLl
o Cl O Z
3033 3071 d
a
3034 3072
h
'o
3035 3073
in
9 3036 3074
120V L1 120VAC N1 24V DC -24V DC —
Q 3037 __t 3038 3015C 3038 3075 30-t 3076 304 3076
3
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 60112
©Schnabel Engineering 2016 All Rights Reserved

3040A 3044E 3040A 3044E
from 3075 MODICON from 3075 from 3113 MODICON from 3113
3076 24V DC MODICON
-24V DC 3114 24V DC BMXDD11602 -24V DC
RACK 1 RACK 1
SLOT 1 SLOT 2
3077 16-PT DISCRETE INPUT 3115 16-PT DISCRETE INPUT
PLC3078 PLC3116
TS2-F1 TS2-F4 SS3116
3078A 30788 3116A 3116E 3116C 3116D
SPARE P-NOES-MS
3078 1:1/00 3116 ——————0 �————— C2/00 CONDENSER FEED PUMP
1/2A TS2-1 TS2-2 3079 10 01 1/2A TS2-33 TS2-34 3117B 10 01 AUTO STATUS o SS3116 3117A
SPARE P-NOES-MS rc
3079 11 1:1/01 3117 —— 3117 — —— —— 11 h2/01 CONDENSER FEED PUMP m
TS2-3 TS2-4 02 TS2-35 TS2-36 p2 FAULT STATUS o
FIT-60.1 3080A 30808 FIT-60.1 SS3116 3118A 3118E P-60.5-MS
3080 3080 d � 12 1.1/02 HEAT EXCHANGER DISCHARGE 3118 ———3118 —d �—————— 12 12/02 CONDENSER FEED PUMP
TS2-5 TS2-6 03
FLOW TOTAL TS2-37 TS2-38 p3 RUN STATUS
FIT-60.2 3081 B SS3119 31196
3081A FIT-60.2 3119A P-60.6-MS
3081 ————— —————— 1:1/03 INCUBATION GROUND WATER 3119 ——————0 ————— C2/03 CONDENSER FEED PUMP
3081 13 FLOW TOTAL TS2-39 3119 TS2-40 13 pq AUTO STATUS
TS2-7 TS2-8 04 SS3119
553082 30828 31206
3082A P-60.3-MS 3120A P-60.6-MS
3082 ——————0 o—————— 1:1/04 CHILLER FEED PUMP 3120 ————— —————— C2/04 CO�NLDENSER FEED PUMP
3082 14 3120 14
TS2-9 TS2-10 p5 AUTO STATUS TS2-41 TS2-42 05
SS3082 30838 SS3119 31216
3083A__ CHILLS-MS 3121A__ P-60.6-MS N
3083 3083 15 1:1/05 CHILLER FEED PUMP 3121 3121 IS C2/OS CONDENSER FEED PUMP g N w
TS2-11 TS2-12 pg FAULT STATUS TS2-43 TS2-44 pg RUN STATUS M a
SS3082 3084E AIT-60.1 3122E
3084A P-60.3-MS 3122A AT-60.1
3084 —————— —————— 1:1/O6 CHILLER FEED PUMP 3122 ————— d —————— C2/O6 ANALYTICAL TRANSMITTER
3084 I6 3122 16
i TS2-13 TS2-14 07 FAULT STATUS RUN STATUS TS2-45 TS2-46 p7 0 �
553085 30858 31236
—1 3085A P-60.4-MS 3044B L-2 3123A L-2 3044B w
3085 ——— ————— 1:1/07 CHILLER FEED PUMP 3123 ————— —————— C2/07 INLET LOUVER
TS2-15 3085 TS2-16 17 08 AUTO STATUS TS2-47 3123 TS2-48 17 pg OPENED z i
TS2-F2 3086D TS2-F5 3124D m w
3086A SS3085 3124A L-3 i
3086 —————— _—3086C 1:1 08 P-60.4-MS 3124 —————— _—3124C L2 08 EXHAUST 30868 18 0 CHILLER FEED PUMP 1 2A 31248 IS 0 EXHAUST LOUVER o i
TS2-17 TS2-18 30878 09 FAULT STATUS / TS2-49 TS2-50 31256 09 OPENED 1
SS3085 3087A_ P-60.4-MS EF-6 3125A EF-6 w
3087 ————— — — C1/09 CHILLER FEED PUMP 3125 —————— —————— C2/09 CHILLER ROOM EXHAUST o
3087 19 3125 19 a TS2-19 TS2-20 30888 10 RUN STATUS TS2-51 TS2-52 3126 10 FAULT STATUS
FIT-60.3 3088A FIT-60.3 SPARE w
3088 ------d -- -- 1:1/10 INCUBATION CHILLED WATER 3126
Li
088 TS2-22 3089110 11 FLOW TOTAL TS2-53 TS2-54 3127810 11 0
FS3127 3127A _ FS-60.1
SPARE _____ ___
3089 TS2-24 30908 ill 12 11/11 3127 TS2-55 3127 �� TS2-56 31286ill 12 2/11 PROOF OF FLOW
ALARM 3090A SSLS-10.1 PB3128 3128A ES-60.1
3090 -- -----— 1112 SANITATY SEWER 3128 —————��————— C2/12 ESTOP90 112 STATION ALARM TS2-57 3128 TS2-58 112 13
TS2-26 30918 1331296 FIT-60.4 3091A FIT-60.4 _____ L-13129A__ L-13091 091 —————— TS2 28 113 141:1/13 CHILLER FEED GLYCOL 3129 3129d11312/13 EMERGENCY LOUVERFLOW STATUS TS2-59 TS2-60 14 OPENEDUPS 3092A UPSGATT3092B 3092C SSA3130A31306 0 UPS POWER/BATT FAIL --- GLYCOL LOOP VALVE3092 1:1 14 3130 ---0o--� TS2-30 114 15 TS2-61 3130 TS2-62 11415 D=4 3093C 553131 31318 AUTO STATUS
3093A 3093B 24VDC POWER SUPPLY ____ _� 3131A__ ACV-60.2
3093 3093 115 1.1/15 FAIL 3131 3131 o— 115 L2/15 CHILLER WATER SUPPLY
TS2-31 3039 3043 TS2-32 16 TS2-63 TS2-64 16 AUTO STATUS
3094 24V DC POWER SUPM DC POWER SUPPLY 01 0 VDC3094 3132 01 0 VDC3132
3040A 17 3040A 17 W Z
T51-(-24) TS1-(-24)
TS2-F3 TS2-F6
3095 o 3095A +24VDC 0 3133 3133A +24VDC
1/2A 18 1/2A 18 ,^v w S M LOX
i Z O
3096 3134 `�c
19 0 VDC 1g 0 VDC
to
a
3097 +24VDC 2p 3135 +24VDC 20 N w t c
a U
3098 3136 m
v
3099 3137
3100 3138
3101 3139
3102 3140
0 3103 3141
3104 3142 N
a Z V
Q LU
0 3105 3143 0 U O
0 Q
o � w a
s = U w w 3106 3144 w 0
i9 � O
= V =
x
~ 0
3107 3145 ILLca
m V
w d � X
= m 0 w O
3108 3146 Q X w
0 0o Z
¢ 3109 3147 d
a
ry 3110 3148
0 3111 3149
U
9 3112 3150 _
24V DC -24V DC 24V DC -24V DC
a 3113 to 3114 to 3114 3151 to 3152 to 3152
3040A 3044E 3040A 30448
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dyne mic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 60113
©Schnabel Engineering 2016 All Rights Reserved

3040A 3044B 3040A 3044E
from 3151 MODICON from 3151 from 3189 from 3189
3152 24V DC BMXDD11602 -24V DC 3190 24V DC -24V DC
RACK 1
SLOT 3
3153 16-PT DISCRETE INPUT 3191
PLC3154
TS2-F7 3154A 3154B EF-5 3154D
3154C— EF-5
3154 ——————� -— — 1:3 00 CHILLER ROOM EXHAUST 3192 0
—
1/2A TS2-65 T12-66 10 01 FAULT STATUS a
LSL-60.1 31556
3155 —————��— 3155A — 1:3 01 OVERFLOW BOX 3193 w
OW LEVEL
TS2-67 3155 TS2-68 11 02
LSH-60.1 31566
3156 ——————�— 3156A — 1:3 02 OVERFLOW BOX 3194
TS2_69 3156 TS2-70 12 03� HIGH LEVEL
3157
SPARE
3157 1:3 03 3195
TS2-71 TS2-72 13 04
3158
3158 1:3/04 SPARE 3196 rc
TS2-73 TS2-74 14 05
3159
SPARE
3159 1:3 OS 3197 M
TS2-75 TS2-76 3160 IS O6 oro
3160 1:3 O6 SPARE 3198 u �
TS2-77 TS2-78 3161 16 07 1.
3161 17 1:3 07 SPARE 30448 3199
TS2-79 TS2-80 OS
TS2-F8 3162 3162A a
SPARE
3162 / 1:3 08 3200 o
1 2A TS2-81 TS2-82 3163 IB 09
3163 1:3 09 SPARE 3201 a
TS2-83 TS2-84 19 10 m m
3164 w F
SPARE =rc
3164 1:3 10 3202
TS2-85 TS2-86 3165110 11
SPARE
3165 1:3/11 3203
TS2-87 TS2-88 3166111 12
3166 1:3 12 SPARE 3204 g�P�
TS2-89 TS2-90 3167112 13 w ��
3167 1:3 13 SPARE 3205 O=N^ u
TS2--91 TS2-92 3168113 14
�r d
3168 1:3/14 SPARE 3206 8jD3b Nis,
TS2--93 TS2-94 3169114 15 G7
3169 1:3 15 SPARE 3207
TS2--95 TS2-96 115 16
3170 &1 0 VDC3170 3208 W
z
3040A 17 TS1-(-24) 3040A 3044B A c
TS2-F9 �nnni��i
3171 3171A +24VDC 10 3209 $M 1/2A 8 w
z R pt
N C
3172 & 3210 m^N
1g OVDC f• NNE
ztia
3173 +24VDC 3211 N w S a to
20 U
� m
3174 3212 � v
3175 3213
3176 3214
3177 3215
3178 3216
3
3179 3217
M
a 3180 3218 Z ()
7 d W z
3181 3219 0O F a Q
F 3182 3220 w 2 U _
W
i LL m
3183 3221 d � m X
00 0° J
co
w
0 0o Z 3184 3222 _ Q
a
3185 3223
h
3186 3224
00
ro 3187 3225
in
9
3188 3226
24V DC -24V DC 24V DC -24V DC p
w 3189 to 3190 to 3190 3227 to 3228 to 3228 �— PROJECT: DA592013.00
3040A 3044B 3040A 3044E DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 60114
©Schnabel Engineering 2016 All Rights Reserved

3040A 3044E 3040A 3044E
from 3227 MODICON from 3227 from 3265 MODICON from 3265
3228 24V DC BMX DDO 1602 -24V DC 3266 24V DC BMX DDO 1602 -24V DC
RACK 1 RACK 1
SLOT 4 SLOT 5
3229 16-PT DISCRETE OUTPUT 3267 16-PT DISCRETE OUTPUT
PLC3230 PLC3268
P-60.3-MS 3230 CR32303230A NO 3230B CR326g NO
3230 0:4 00 n 3268 SPARE 0:5 00 3268 32686 NC 3268A
CHILLER FEED PUMP 0 0 0
START CMD 01 QO CR323 NO TS1-(-24) 01 DO CR326g NO TS1-(-24) E
3231 �231A NC 3269 3269A NC y
P-60.4-MS SPARE
3231 CHILLER FEED PUMP
0:4/01 Q1 3269 O:5 01
/ Q1
02 CR323p NO 02 CR327 NO
P-60.5-MS 3232 3232A NC Q5270A
3232 CONDENSER FEED PUMP
0:4/02 Q2 3270 SPARE 0:5 02 3270 NC
03 CR32333233A NO 003 Q2
P-60.6-MS 3233 NC 3271 SPARE 0:5 03 3271 CR32713271A NO
3233 CONDENSER FEED PUMP 0:4/03 Q3 n �/ Q3
START CMD p4 CR323q NO 04 CR327p NO
3234 CHILLER ROOM 0:4/04 3234 3234A NC 3272A
SPARE 3272 NC >
Q4 3272 0:5/04 Q4 n �
LOUVER OPEN 05 CR3235 NO 05 CR3273 NO
L_2 3235 3235A NC SPARE 3273 3273A NC
3235 INLET LOUVER 0:4/O5 Q5 3273 0:5/O5 Q5 w 0 a
OPEN CMD 08 CR323g NO 06 CR327q NO rc
L-3 3236 3236A NC SPARE 3274 3274A NC
3236 EXHAUST LOUVER 0:4/O6 Q6 3274 0:5/O6 Q6 a
CLOSE CMD 07 CR3237e NO 07 CR3275p NO w
AIT-60.1 3237 NC SPARE 3275 NC
3237 ANALITICAL TRANSMITTER 0:4/07 & Q7 n 3275 0:5/07 Q7 n
FAULT ACK pg CR323g NO 08 CR3276 NO w
SPARE 3238 3238B NC 3238A SPARE 3276 3276A NC 3276E i
3238 0:4/08 n 3276 0:5/08 n 0
09 Q8 CR323g NO TS1-(-24) 09 Q8 CR3277 NO TS1-(-24) .1SPARE 3239 3239A NC SPARE 3277 3277A NC o
3239 0:4/09 09 3277 0:5/09 Q9 0
10 CR324p NO 10 CR327g NO m w
SPARE 3240 3240A NC SPARE 3278 3278A NC
3240 0:4/10 Q10 3278 0:5/10 q10 0
SPARE 11 3241 CR32413241A NO SPARE 11 3279 CR32793279A NO
3241 0:4/11 Q11 n 3279 0:5/11 Q11 �
SPARE 12 3242 CR32423242A NO SPARE 12 3280 INC
NN
3242 0:4/12 Q12 3280 0:5/12 Q12
13 CR324 NO 13 CR328 NO
SPARE SPARE _ a
3243 243A NC 3281 281A NC d w 2y 1 0
3243 0:4/13 Q13 n 3281 0:5/13 Q13
14 CR324q NO 14 CR3282 NO
SPARE 3244 3244A NC SPARE 3282 3282A NC •'!y°' Q'�e
3244 0:4/14 & Q14 3282 0:5/14 Q14 ip3b
15 CR3245e NO 15 CR3283p NO
3245 SPARE 0:4/15 3245 NC 3283 SPARE 0:5/15 3283 NC
Q15 015
TS3-F1 3246 16 TS344 3284 16 `AA,, v
3246 10 3284 10W Z
3040A 5A +24pV 17 3044B 3040A 5A +24 17 3044B
w
3247 18 TS1-(-24) 3265 o
0V 18 TS1-(-24) w $M U
Z R pt
C
3246 +24VDC 1g 3266 +24VDC 19 w'$
a
3249 OV 3267 OV w 5
20 20 a t
U
E a)
3250 3268 � v
3251 3289
3252 3290
TS3422 TS3433
3253 v 3291 v
5A 5A
3254 3292
3
3255 3293
It
a 3256 3294 Z V
7 Of = Z
a 3257 3295 00 F O a
0 a LIJ
0 U W
3258 3296 w 2 O V =
x
o LL o m V
w 3259 3297 0_ x X
00 0° J
Q X
w
0 3260 3296 C1 O Z
a
c 3261 3299
h 3262 3300
00
ro 3263 3301
in
9
3264 3302 -
24V DC -24V DC 24V DC -24V DC p
a 3265 to 3266 to 3266 3303 to 3304 to 3304
PROJECT: DA592013.00
3040A 3044E 3040A 3044E D C E N G I N E E R I N G DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 6 1115
©Schnabel Engineering 2016 All Rights Reserved

3040A 3044E 3040A 3044E
from 3303 from 3303 from 3341 from 3341
24V DC 24V MODICON -24V DC DC MODICON -24V DC
3304 BMXAM10810 3342 BMXAM10810
RACK 1 RACK 1
TS4-F1 SLOT 6 TS4-F9 3343 SLOT 7
3305 8-CH INPUT ISOLATED INPUTS 3343 —————————— 8-CH INPUT ISOLATED INPUTS
1/2A PLC3306 1/2A PLC3344
I
3306 SPARE BN _j 3344B GLYC00.2FEED
3306 I:6/00 3344 (+)o-——— — 1:7 00
I10 PRESSURE I10 PRESSURE
TS4-1 3307 1 TRANSMITTER 3344A TS4-33 3345 1 F
3307 3345 slc BK — ——J
TS4-2 SHOD VIC 3 TS4-34 SHLD VIO 3
HU 3346
3308 3346 (-) —— — ————
33C8 COMO SHLD 3346A COMO
TS4-F2 T3945V4 2 TS4-F10 3346B —— TS4-35 2
3309 TS1-(-24) 3347 -1 TS1-(-24)
°a 3347
1/� TS4-4 1/2A ----------� TS4-36
3310 SPARE BN__ J 3348B TIT-60.5 >
3310 111 I:6/01 3348 TEMPERATURE (*)o- 111 1:7/01 rc
�——— GLYCOL RETURN
TS4-5 3311 6 3348AI TS4-37 3349 6 TEMP
TRANSMITTER
3311 3349 slc BK — ——J N
SHOD VI1 4 SHLD VI1 4
TS4-6 TS4-38
BU 3350
3312 COM1 3350 (-) —— SHLD— ———— COM1 u °z
TS4-7 5 3350A TS4-39 5
TS4-F3 TS4-F�11 ——-1 o rc
3313 3351
1/2A TS4-8 1/2A TS4-40
3314A 3314B FIT-60.1 3352A 3352B ACV-60.1 i
3314 (+) — :6/02 HEAT EXCHANGER 3352 (+) — :7/02 GLYCOL LOOP o p
FLOW TS4-9 3315B 112 7 DISCHARGE FLOW TO
TS4
TRANSMITTER 3353A 112 7 VALVE POSITION FEED ACK e,
TRANSMITTER POSITION w
3315 (-) ——�SHLDA 3353 (-) —— —3530 SHOD V12 g SHLD SHLD V12 9 a
3315C TS4-10 3353B TS4-42
3316 3354 L——
TS4-11 COM2 8 TS4-43 COM2 8 0
TS4-F4 3317 TS4-F12 3355 m
3317 �°'�----------� L--- 3355 �"'�----------� L---
1/� TS4-12 1/2A TS4-44
3318A
3318 �(,))
�——Isill-D
I:6/03 3356 (+)o-——— 1:7/03J _ TT-60.1BN J ___ TIT-60.3—— HEAT EXCHANGERTS4-13 3319 113 12 INTAKE TEMP TEMPERATURE 3356AII gTS4-453357 11312TEMPL SUPPLY TRANSMITTER 3319 —— J SHLD V13 1O 3357 SI BK— ——JD V13 1O3319AI TS4-14 3320 —— L—— 3358 (_) BU — 3— ----COM3 11 3358A SHLD COM3 11TS4-F5 3321 TS4-15 TS4-F13 3359 ---1
3321 �------- - L--- 3359 �----------� L---
1 � TS4-16 1 2A TS4-48
3322B 3360B
BN J TIT-60.2 BN J TIT-60.4 A,
3322 (+)o-——— F HEAT EXCHANGER 3360 (+)o-——— �——— 1:7/04 HEAT EXCHANGER W Z o
3040A TEMPERATURE 114 3044E 3040A TEMPERATURE I14 RETURN GLYCOL 3044B
TS4- 3323 15 DISCHARGE TEMP TS4-49 3361 15 /�1 c
TRANSMITTER 3322A TRANSMITTER 3360AI TEMP
3323 sic BK— ——J 3309 3361 sic BK— ——J 3347A /I! w d E
SHOD VI4 TS4-50 sHLD VI4 17 i w $M L)
TS4-18 17
3324 BU — 3324 ———— BU — 3362 ———— Z R m
() 3324A SHLD COM4 16 3362 () 3362A SHLD COM4 16 — " N
TS4-19 __ TS4-51 °° o
TS4-F6 ———I TS4-F14 3363 _1 V to 6
to
:..
3325 L--- 3363 —————————— L--- U Z j`o t0
1/2A TS4-20 1/2A TS4-52 _•w a L
3326A 3326B FIT-60.2 BN__ — 3364B COND�NSER WATER ; m
3326 (+) — I:6/OS INCUBATION GROUND 3364 1:7 OS
FLOW TS4- 3327B II5 20 WATER FLOW TEMPERATURE TS4-53 3365 II5 20 DISCHARGE TEMP
TRANSMITTER TRANSMITTER 3364AI v
3327A BK — ——J w
3327 (-) SHLD SHLD VI5 18 3365 sic SHLD VI5 18
3327CI TS4-22 TS4-54
BU 3366
3328 L—— COM5 3366 (-) SHLD COM5
TS4-F7 TS4-23 19 TS4-F15 3366A U)— TS4-55 19
3329 �"'a L——— 3367 L———
1/2A TS4-24 1/2A TS4-56
3330 (+) —— 3330A ———— 3330B I:6/06 FIT-60.3 3368 (*) —— 3368A ———— 3368B 1:7/O6 AIT-60.1
INCUBATION CHILLED CHILLER ROOM
3 FLOW331A TS4- S33D31B VI6 21 116 WATER FLOW ANALITICAL 3369 TS4 3369A 116
21 GAS LEVEL
TRANSMITTER TRANSMITTER
--�SHLD------ 3369 -------
3331C1 TS4-26 23 3369B SHLD TS4-58 SHLD VI6 23
3332 L—— 3370 L—— } }
oTS4- COME p2 TS4-59 COM6 22 Z V
7 LTS4-_!� 3333 TS4-F16 3371 d LU Z
a 3333 1/�----------� L--- TS4-28 3371 1/2A TS4-
L--- TS4-60 O w a s
w BN J 3334B PIT _j 3372B TIT-60.7 _ U W
3334 (HO_——— ——— 117 I:6/07 3372 (H�——— ———?TS4-61117 1:7/07 lL =
GLYCOL MAKEUP DISCHARGE TO DRAIN O U
PRESSURE TS4- 3335 26 PRESSURE TEMPERATURE 3373 26 TEMPIn =TRANSMITTER 3334A TRANSMITTER 3372A p LL �3335 sic — —— 3373 slc —— ——J d xx
SHLD V17 D V17TS4-30 24 24 O O � Jw
3374 0O Z
3374 (-) -- —BU 3336 Q() COM7 SHLD COM70 3336 3336A SHLD TS4-31 25 3374A 25 d
c 3337 3375 L——— —TS4-32 TS4-64
h 3338 3376
0 3339 3377
U
9
3340 3378
24V DC 2 0
3341 to 3342 to 33423379 to 3380 to 3380 PROJECT: DA592013.00
3040A 30446 3040A 30446 DC ENGINEERING
DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 60116
©Schnabel Engineering 2016 All Rights Reserved

3040A 30448 3040A 3044E
from 3379 MODICON from 3379 from 3417 MODICON from 3417
3380 24V DC BMXAMI0810 -24V DC 3418 24V DC BMXAM10810 -24V DC
RACK 1 RACK 1
TS4-F17 3381 SLOT 8 TS4-F25 3419 SLOT 9
3381 —— 8-CH INPUT ISOLATED INPUTS 3419 �r—————————— 8-CH INPUT ISOLATED INPUTS
1/2A PLC3382 1/2A PLC3420
3382 (+)o-BN—— J 3382E 1:8 00 TIT-60.9 3420 (+)o-BN—— J 3420E 1:9 00 TIT-60.10 0
IIO CONDENSER BLEND IIO INCUBATION GROUND 0
TEMPERATURE 3382AI TS4-65 TEMP TRANSMITTER 3421 1 WATER SUPPLY TEMP
TRANSMITTER 3383 1 3420AII TEMPERATURE gTS4-97
3383 sic BK — ——L 3421 sic BK — ——J m
TS4-66 SHLD VIO 3 D VID 3
3384 (_) BU 3384 ——-- 3422 (_) BU 3422 —---
3384A COMO SHLD3422A COMOTS4-F18 3384B _ TS4-67 23422B _ 2
TS4-F26
/ 3— -I L TS1-(-24) 1/2A
—————— -I L TS1-(-24I
3385 �---------- --- 3423 ——— ---
1 2A TS4-68 1 2A TS4-100
3386E 3424E
BN _j TIT-60.8 BN -i ___ TIT-60.11
3386 (+)o-——— CONDENSER WELL 3424 (+)o-——— 1:9/01 INCUBATION CHILLED
TEMPERATURE 111 111
3386A TS4-69 3387 6 SOURCE TEMP TEMPERATURE 3424A TS4
-101 3425 6 WATER SUPPLY TEMP
TRANSMITTER TRANSMITTER $
3387 slc BK — ——L 3425 sic BK — ——J
SHLD V11 SHLD V11 w 0
TS4-70 4 TS4-102 4
BU _ 3388 BU _ 3426
3388 (-) —3388A SHLD ———— COM1 5 3426 (-) —342- SHLD ———— COM1 5 0 o w
TS4-71 —— TS4-103
TS4-F19 —— TS4-F27 3427 — w
3389 W L--- 3427 ——————————-
1/2A TS4-72 1/2 TS4- zi w
3390E 3428A J a
3390A ACV-60.2 J 3428 LIT-60.1
3390 (+) — 1:8 02 WARMUP BYPASS 3428 (+)o-——— s- 1:9 02 INCUBATION OVERFLO
VALVE T34-73 112 VALVE POSITION FEED ACK LEVEL EM3428 TS4- 112 LEVEL y
3391A 7 3429A 7
POSITION TRANSMITTER DISPLAY w
3391 (_) —— —3391————— 3429 (_) —3429 — s+ a
SHLD SHLD VI2 g SHLD SHLD V12 9
TS4-74 TS4-106 w
3391E 3429E
L—— L—— rc
3392 COM2 8 3430 COM2 8 0
TS4-F20 TS4 75 TS4-F28 TS4-107
3393 W L——— 3431 W L———
1/2A TS4-76 1/2A TS4-108
3394 3432
3394 (+) — 1:8 03 PENT 3432 1:9 03 SPARE
LOUVER 3394A 113 POSITION PENTHOUSE LOUVER113 Q'
TS4- 12 TS4-109 3433 12 r" £^
POSITION 3395 W 1
3395 (-) —— ———— 3433 m = fBg--I a
SHLD JIMA V13 SHLD V13 o p
3395E TS4-78 10 TS4-110 10 3396 L—— TS4-79 COM3 11 3434 TS4-111 COM3 11 lyXD3b 0 O
TS4-F21 3397 TS4-F�29
3397 —————397 L——— 3435 -1/2A
W
1/2A TS4-80 1/2 TS4-112
RD _j — 3398B FE-60.5 3436 SPARE z
333040A AIR FLOW 98 (+)o-——— —— g8l114 1:8 04 EF-5 3044E 343040A 3437 114 15 1:9 04 3044B
3398A 99 15 AIR FLOW TS4-113 METER /�3399 sic WH— ——L 3385A 3437 m 3423AweO V14 17 TS4-114 SHLD V14 17ZBK _ 3400 ____ _ cm3400 SHLDCOM4 3438 COM4 m3400A 16 TS4-115 16 f w' i N
TS4-F22 —— TS4-F30 V ..a
3401 W L--- 3439 W N w A=c
1/2A TS4-84 1/2ATS4-116 -a U
3402A 3402E TE-60.1 3440 SPARE ur
3402 (+) 1:8 OS 3440 1:9 OS 3
0 CHILLER ROOM
TEMPERATURE IIS TEMPERATURE IIS
TRANSMITTER TS4- 3403A 20 TS4- v
3403 3441 20
3403 (-) SHLD SHLD V15 18 3441 SHLD V15 1g
3403E TS4- TS4-118
3404 —— L—— TS4- COMS 19 3442 TS4-119 COMS 19
TS4-F23 3405 TS4-F�31
3405 ------- -I L--- 3443 "A
1/2A TS4-88 1/� TS4-120
3406 (+)o-BN—— -i 3406A 1:8 O6 TIT-60.3 3444 3444 1:9 O6 SPARE
TEMPERATURE — 0 CT
WELL
3 TRANSMITTER 3406 gTS4-81407A II6 21 SOURCE TEMP TS4-1213445 21
3407 slc BKJ3407D VI6 23 3445 TS4 122 SHLD VI623
BU _ 3408 ____ y3408 (-) SHLD COM6 3446 COM6 Z V3408A 22 TS4-123 22 Q W
o TS4-F24 —— TS4-F�32 d 2 Z
3447 W
S 3409 1/2A L——— TS4-92 1/2A TS4-124 U Q W (L
3410 (+) —— ———— 34108 1:8 07 3448 3448 1:9 07 W 2 V W
3410A FIT-60.4 SPARE O
117 0 CHILLER FEED 117 1 =
i FLOW #11A 26 GLYCOL FLOW TS4- 3449 26 m (,�
TRANSMITTER O LL O
3411 (_) —— —3—————— 3449 m d 0] X
SHLD V17 SHLD V17 2 m O O Jm3411B 24 TS4-126 24 w
Q X
a3412 L-- COM7 25 3450 TS4-127 COM7 25 C] O d
3413 L——— 3451
ry TS4-96 TS4-128
h
3414 3452
00
ro 3415 3453
U
9
3416 3454
24V DC -24V DC 24V DC -24V DC
w 3417 to 3418 to 3418 3455 to 3456 to 3456 �— PROJECT: DA592013.00
3040A 3044E 3040A 3044E D C ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 60117
©Schnabel Engineering 2016 All Rights Reserved

3040A 3044E 3040A 3044E
from 3455 MODICON from 3455 from 3493 from 3493
3456 24V DC BMXAM00410 -24V DC 3494 24V DC -24V DC
RACK 1
SLOT 10
3457 4-CH ANALOG OUTPUT 3495
PLC3458
5 3458A J
34 58—E
I
3496
mo3458 EXHAUSTEF-AN / 0 ET'S55-
1 FSPEED CMD 1 I 3459C
3459B
3459 — 3497
2 COMO 2HS -
3459I
3460 3 3459E 3498
3461 EMERGENCY EXHAUST 0:10/01 3461A +) 3499
SPEED CMD 7 1 1 TS5-4 34618 EF-6
3462C
3462 3462B (_) 3500
8 COM1 SHLD TS5-5 SHLD
3462D I
3463 -1 3462E 3501 M
TS5-6
3464 PH-1 0:10 02 3464A 3502 u f z
PENTHOUSE LOUVER 0 +) a
TS5-7 H-4 --
POS CMD 11 U/I 2 33465C PH-1
3465B I I
3465 —H———— (-) 3503
12 COM2 SHLD 1 SHLD w
3465D TS5 8 a
3466 —-1 3504 o
TS5-9 3465E
3467 SPARE 0:10/03 3467 0
3505 a
17 U/I 3 TS5-10 m
a
w2
3506
r
3468 18 COM3 3468 o rc
3468A SHLD TS5-11
3469 3507
TS5-12
3470 3508
o w c
3471 3509
3472 3510 bib o
3473 3511
v
Z
34 3512 30 —
3040A 3044B 3040A 3044B
w d E
3475 3513 w $M U
O
3476 BMXAAM00410 3514 Z m rn
Md
RACK 1 f•C9 Pn$N
SLOT 11 V�
3477 4-CH ANALOG OUTPUT to
3515 �/ w
PLC3478
3478A 3478E ur
3478 INCUBATION WATER SUPPLLY 0:11/00 +) 3516 c
VALVE POSITION CMD 1 U/I 0 TS5-13 IICII 3479C ACV-60.1 v
3479 34798 —H——— 3517
2 COMO SHLD TS5-14 SHLD
3479D I
3480 —-1 3518
TS5-15 3479E
3481 ACV-60.2 0:11 01 3481A
CHILLER WATER SUPPLY 0 U/I 1III 34818 +) ACV-60.2 3519
VALVE POSITION CMD
7 TS5-16 3482C
3482 3482E —H———— 1-) 3520
0 COM1 3482D SHL:TS'-
8 17 SHLD
3483 -1 3482E 3521
TS5-18
0 3484 SPARE 0:11/02 3484 3522 Z U
7 11 U/I 2 TS5-19
a 3485 ll = O ~
3485 3523
12 COM2 SHLD TS5-20 U Q W a
w 3485A = 0 w
3486 3524 w = 1
U
x= TS5-21 O LL 0O m U
3 3487 SPARE 0:11/03 U/I 3 3467 3525 O �O XO Q J
oo 17 TS5-22 Q co w
3488 18 COM3 3488 SHLD 3526 O Q
a
3488A TS5-23 d
a
ry 3489 3527
TS5-24
h
3490 3528
'o
ro
3491 3529
U
9
3492 3530 —�
a 24V DC -24V DC p-
3493 to 3494 to 3494 3531 PROJECT: DA592013.00
3040A 3044E DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nef
Phone:[phone] Project:20DAC01 60118
©Schnabel Engineering 2016 All Rights Reserved

Q
1 2 2 3
111'-0"
19'-0" 1 28'-8" 29'-1" 19'-0" 1 15'-3"
8'-9" 12'-0" 7'-11" 8'-10" 12'-0" 8'-3" 5'-6" 8'-0' 5'-6" 3'-6" 8'-0" 3'-9"
' O O O O W4 W5 O O O O o
U
1 1 1 1 1
N W4 W5 I W4 W5 o I 3
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I I I 128 1 1
W4 W5 -Q 3 16'-0"
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o FREEZER I I I I W3 I o
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VEHICLE BAY 1 VEHICLE BAY 2 SHOP I STORAGE
102 o W3 103 W3 104 105 N o
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--------------------------------- ------------- ---------------------------------------- ----- ------------------------ - -------- ----------
o c
o I1� a E
1 125 1 126 O 127 W4 WS 129 1 O 01 132 ,V w '�°5
= Z
o_
10'-0" '9'-0" 15-10" 12'-10" 12'-10" 13'-2"' 3'-1" k 7'-7" '9'-2" 2'-3" 7'-5" ' 7'-10" V N
yZ g
w
p 1 1 111'-o" 1 1 1 c a N
i 3
a
N
1 FLOOR PLAN
x SCALE: 1/4" = 1'-0" 3,383 S.F.
z O
z_
0 o
Q J
s wQo Q CO
a w (IfLL,I z
KEYNOTES ® GENERAL NOTES LEGEND ° o J
Qa
x 1. WALL MOUNTED FIRE EXTINGUISHER MOUNTED WITH HANDLE AT+48"A.F.F. MAX. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT WALL CONSTRUCTION PER WALL TYPES. = w o LLI
° RATED 2A,108,C. ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE E O0 O
2. GRADES AT ENTRY DOORS TO BE NO MORE THAN 1.5% IN ALL DIRECTIONS FOR A BEGINNING OF CONSTRUCTION. = o w = O
MINIMUM DISTANCE OF 5'-0" PERPENDICULAR TO DOORS. B. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL F❑ FLOOR CONSTRUCTION TYPE PER SHEET A-06 = = 0- U J
ILL
3. ALL INTERIOR AND EXTERIOR WALLS OF BUILDING TO HAVE 6" HIGH CONCRETE (UNLESS INDICATED OTHERWISE). LL a o
CURBS. C. VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH FOUNDATION PLAN. El WALL CONSTRUCTION TYPE PER SHEET A-06. � Q Q
4. 72"wX24"dX86"h INDUSTRIAL DUTY CHROME WIRE SHELVING MANUFACTURED BY D. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD OR FADE OF CMU m
h ULINE. TOTAL OF 96 LINEAL FEET. CONTRACTOR TO RECEIVE FINAL INSTALLATION UNLESS OTHERWISE NOTED. DIMENSIONS TO ACCESSIBLE CONDITIONS ARE x
TYPICALLY TO FACE OF FINISH ® DOOR NUMBER CALLOUTS O O
.
LOCATIONS FROM OWNER PRIOR TO INSTALLATION. SEE FF&E SCHEDULE GA-9. �
5. CHEMICAL STORAGE CABINET, SEE FF&E SCHEDULE GA-9. E. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN
ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING ® WINDOW TYPE CALLOUTS
W STANDARDS AND CONFORM TO ALL BUILDING CODES.
F. PROVIDE LOCKBOX ADJACENT TO MAIN ENTRY PER LOCAL FIRE DEPARTMENT A�_-DETAL
SHEEP NUMBER o REQUIREMENTS. INTERIOR ELEVATION CALLOUTS
b G. WHERE SIGNAGE IS PROVIDED, INSTALL TACTILE SIGNS ON THE WALL AT THE NUMBER
LATCH SIDE ADJACENT TO THE DOOR WITH TOP AT 60" MAX. A.F.F. PER ICC
A117.1 SECTION 703.3.10.
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
70A1
0 Schaabel Engineering 2016 All Rights Reserved

Q
y
,. .. >
� C
I N
I I
® FIR
mU
oZ
L
ESE (6) LIGHTS . ia . WE INSIDE OFO�SEEZER. '.. VEN C E'BAY 1 L_ _� VEHICLB'BAY 2 OS 0 i_' 'WE AGE 0
102 103 04 m�
Z.
I
. - V 2 111C
+14'-0" +14'.-0" +12'-0"—
+12' @�95� o m
=0
.. o a S¢3 w
- ..
L-,+11Y-0
H
�ECT•N
0
------------------ ----- - 0 o
w A
A c _
w E
w �°cOi
N H Z to
REFLECTED CEILING PLAN wa y
0 SCALE: 1/4" = 1'-0"
a
0
a U
a
Z z
i z
O � Q
3 KEYNOTES ® FIXTURE LEGEND o } Z J
1. J" GYPSUM BOARD, PAINT. GYPSUM BOARD OR CEMENT SURFACE MOUNTED LIGHT z a O Q CO U
2. 20"X30"ATTIC ACCESS HATCH. PROVIDE R-28 RIGID INSULATION AND BOARD CEILING AT ELEVATION ® FIXTURE PER ELECTRICAL Q- w � LLJ z
TIGHT WEATHER STRIPPED FRAME AS REQUIRED TO ELIMINATE AIR AND AS NOTED DRAWINGS. w O o Q �_
MOISTURE TRANSMISSION. EXTERIOR WALL MOUNTED LIGHT w x 0 U � LLJ
a OS OCCUPANCY SENSOR PER FIXTURE PER ELECTRICAL v Lu w LLJ O U
ELECTRICAL DRAWINGS. � �_
DRAWINGS. = a w = I.
GENERAL NOTES Lu
LL o o o w
A. SUSPENDED GYPSUM BOARD CEILING SYSTEMS SHALL BE INSTALLED PER 3 - Q Q J
MANUFACTURER'S REQUIREMENTS AND IN ACCORDANCE WITH ALL ILL
h APPLICABLE CODES AND STANDARDS INCLUDING IBC 803.9 FOR CEILING LLI
xo Oof
CONSTRUCTION AND IBC 1621 FOR SEISMIC DESIGN. _
B. SEE MECHANICAL DRAWINGS FOR HVAC DESIGN. ITEMS SHOWN HERE
ARE FOR COORDINATION ONLY.
a C. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DESIGN. ITEMS SHOWN
w HERE ARE FOR COORDINATION ONLY.
0
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
70 A 1.1
0 Schaabel Engineering 2016 All Rights Reserved

1 2 2 3
6 ' 3 8
--------------, --------------------- t- --------------- ----------------, --------------------, I ------------- --,T- ---- ----1-----------__----fi--------------- p
7 6 6 7 6
---------------- --�---- 1 II
--_--------------------------- ------- ---------
II
O I I r I lllll'I I I o
WEST ROOF VENTILATION III ga
ROOF AREA = 2,287 S.F.
11 VENTING REQ'D = 1,098 S.I. TOTAL g o z
5 w
549 S.I.TOP & BOTTOM ' III o
76 L.F. RIDGE VENT X 20 S.I./L.F. = 1,520 S.I. I i I 4
152 L.F. VENTED SOFFIT X 14 S.I./L.F. = 2,128 S.I. �I m
I I
J1 L___J Z 6
I I I I I
�O W O
I I I I @IIB�
EAST ROOF V NTI 0
q I I I ROOF AREA 1,p9 F. I w
LJ L r---- ----} w -- , VENTING REQ' = 5 �M S.I. TOTAL , �
264 S.I. TOP I
y; I 2 I II I 33.5 LF. RIDGE VENT IX 20 S.I./L.F. = 670 S.I. N
67
II 6 7 I JI II I � Wn
II l' Ii L.F. VENTED SOFFIT X 14 S.I./Ii.F. 938 S.I. I
%c C T•
401
mch
a �m_�
z_______
r.�
�a O
o�oz
1 0 3 8 I I
6 I 6 I 6
a t - i 7 --------------' ----------- L----- ~---
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a = �L iL LL LL n
T 0
a I 0 I 3 8 u J
yw ?tom
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o c N
< 1 2 2
o
a
1 ROOF PLAN N
m
SCALE: 1/4" = 1'-0"
a KEYNOTES ® GENERAL NOTES ROOF VENTILATION REQUIREMENTS 0
g 1. DASHED LINE INDICATES LINE OF WALL BELOW. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING ENCLOSED ATTIC SPACES SHALL HAVE CROSS VENTILATION FOR EACH NOTE: THE FOLLOWING AREAS FOR SOFFIT AND RIDGE VENTS IS BASED z Z
CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE ON TYPICAL CONSTRUCTION PRODUCTS OF THIS TYPE. GENERAL -
2. STANDING SEAM METAL ROOF ON 15# FELT. ¢ J
DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED CONTRACTOR TO VERIFY THAT THE FINAL PRODUCTS SELECTED MEET
s 3. PRE-FINISHED METAL RAIN GUTTER. CONSTRUCTION. SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OR EXCEED THE ASSUMED VENTILATION VALUES, OR ADJUST THE z z o Q CO
w OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION DESIGN AS REQUIRED TO MEET THE VENTILATION REQUIREMENTS OF w ¢
4. STEPPED METAL FLASHING AT RAKE WALL. B. COORDINATE ROOF PLAN WITH ROOF FRAMING PLAN AND WITH AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL EACH OF THE DRAFT-STOPPED SPACES OF THE ATTIC. w LLI z
FINAL ROOF TRUSS SHOP DRAWINGS. NOT BE LESS THAN 1/300 (WITH VAPOR BARRIER) OF AREA OF THE w o O
3 5. CONTINUOUS RIDGE VENT(20 SO. IN. N.F.VA/FT. MIN.). Q
C. ALL GUTTERS AND DOWNSPOUTS ARE TO TIE TO SITE DRAINAGE SPACE VENTILATED WITH AT LEAST 40 PERCENT AND NOT MORE THAN PREFINISHED PERFORATED METAL SOFFIT VENTS HAVE 7 S.I. NET FREE w o U a
CORAVENT V-600E, INSTALL PER MANUFACTURER'S = w w IL
a SYSTEM. PROVIDE 22 GA PREFINISHED SEAMLESS ALUMINUM 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY OPEN AREA PER SQUARE FOOT WHICH EQUALS 14 S.I. NET FREE W
SPECIFICATIONS. I— O
GUTTER. MAXIMUM LENGTH OF GUTTER TO DOWNSPOUT: 20'-0". VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE NOT AREA PER LINEAL FOOT OF 2'-0" WIDE SOFFIT. = a w = O
6. PREFINISHED METAL DOWNSPOUT FROM GUTTER DOWN TO GRADE. COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH LESS THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE ATTIC.
TIE INTO SITE DRAINAGE SYSTEM AS REQUIRED. SEE CIVIL OWNER PRIOR TO CONSTRUCTION. PROVIDE HEAT TRACING AT RIDGE VENT(CORAVENT V-600E) HAS 20 S.I. NET FREE AREA PER U = 10 U p 0-1
DRAWINGS FOR SITE DRAINAGE SYSTEM. ALL GUTTERS AND DOWNSPOUTS, SEE ELECTRICAL METHOD OF VENTILATION: LINEAL FT. L o Q z
7. PROVIDE AND INSTALL SNOW BRAKES ADJACENT TO ALL GUTTERS. D. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE 1. PERFORATED METAL SOFFIT VENTS AT EAVES m
~ 8. VENTILATED PRE-FINISHED METAL SOFFIT. IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS, 2. CONTINUOUS RIDGE VENTS. o O
z ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING =
9. 20"x30"ATTIC ACCESS HATCH. PROVIDE R-28 RIGID INSULATION CODES. AREA OF ROOF TO BE VENTILATED:0"
AND A TIGHT WEATHER-STRIPPED FRAME AS REQUIRED TO WEST ROOF: 2,287 S.F. / 300 = 7.623 S.F. x 144 S.I./FT. = 1,098
a ELIMINATE AIR OR MOISTURE TRANSMISSION. LEGEND S.I. OF VENTILATION REQUIRED.
0 10. "O.S.B. ATTIC DRAFT STOP ON SIDE OF ROOF TRUSS. = FLOOR PLAN BELOW. EAST ROOF: 1,096 S.F. / 300 = 3.653 S.F. x 144 S.I./FT. = 527
S.I. OF VENTILATION REQUIRED.
GUTTER LOCATION.
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
,2
70A2
0 Schaabel Engineering 2016 All Rights Reserved

KEYNOTES
1. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2%
MIN.
5 2. PRE-FINISHED METAL OVER WOOD FASCIA.
3. PRE-FINISHED STANDING SEAM METAL 16"W SIDING.
4. MANUFACTURED STONE VENEER SIDING.
5. CONTINUOUS RIDGE VENT, SEE ROOF PLANS.
6. 4"ARTIFICIAL STONE SILL.
7. PRE-FINISHED STANDING SEAM METAL 12"W ROOF.
9" - H - - - 8. METAL CLAD INSULATED DOOR.
TOP PLATE Top
- PLATE 9. PRE-FINISHED METAL GUTTER AND DOWNSPOUT. TIE w
+12'-0"_ I I I +12-0" DOWNSPOUTS TO UNDERGROUND SITE DRAINAGE
TOP PLATE �fP PLATE 14 SYSTEM.
1 9 10. GABLE ATTIC VENT, 16"X 24".
11. OVERHEAD COILING DOOR.
12. ALUMINUM STOREFRONT WINDOW SYSTEM.
13. PRE-FINISHED HORIZONTAL METAL TRIM. ;
14. LIGHT FIXTURE, SEE ELECTRICAL.
GENERAL NOTES
+0'-0" _____ ____ i- —P
+0'-0" A. ALL NOTES ON ELEVATIONS ARE TYPICAI AND APPLYoo.
TOP OF SLAB TO OF SLAB TO ALL ELEVATIONS. o
$ B. ALL FINISH MATERIALS TO BE INSTALLED PER
1 SOUTH BUILDING ELEVATION MANUFACTURER SPECIFICATIONS, 2018 IBC z.
REQUIREMENTS AND PER GENERALLY ACCEPTED w
CONSTRUCTION PRACTICES. � W I
SCALE: 3/1 6" 1' 0" .16 0
C. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS �+m=
WITH OWNER PRIOR TO ORDERING AND INSTALLATION. l9LI o 0
D. SUB-CONTRACTORS TO PROVIDE 12"X 12" MIN. rvacc
SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S �a"
REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. _Z. N
E. ALL UTILITIES TO BE SCREENED OR BELOW GRADE. o
ZT�01P
COORDINATE WITH MECHANICAL DRAWINGS ASzREQUIRED.
TE
F. SIDING STYLES TO WRAP AROUND ADJACENT CORNERS ��GCTe*,WHERE NOT SHOWN (UNLESS NOTED OTHERWISE). �� r o� �TOPLA� - p � G. PROVIDE MOUNTING BLOCKS FOR FIXTURES AND w ¢°r+12-0- II1 2'-0" OUTLETS MOUNTED IN METAL SIDING. REQUEST ow-TOP PLATE PLATE CUSTOM COLOR FROM GENERAL CONTRACTOR. o r 5,-
p
1 Li 11 , I 1 1 s ��IJ .SSP
I I I
w ftaft U'
Ed
o
w f1! w E
° �V
i Z
- TOP OF SLAB I I I TOP OF SLAB y► - M d
U0 ID
Z NORTH BUILDING ELEVATION 2 tow _to
o Shop and Storage Building Exterior Finish Schedule `d
o SCALE: 3 16 = 1 -0 0 Q y
Exterior Feature Material Anticipated Manufacturer Color 3
i AEPSPAAI-Select Seam Narrow
m Roof Standing Seam metal-12"wide Batten Submit color options for selection by owner
a Roof Gutters&Downspouts Pre-Finished Sheet Metal Custom Match roof color
Roof Fascia Sheet Metal Custom Match roof color
AEP SPAN-Select Seam Narrow
o Metal Siding Standing Seam metal-16"wide Batten Submit color options for selection by owner
m
Ventilated So f it Ventilated aluminimum soffit Kaycan Submit color options for selection by owner
m AlurrinurnFramed Sliding Windo s Factory Fln sh Aluminum K nee Trifab 8400TL _Submit colo options for selection b owner
oManufactured Stone Veneer Manufactured Stone Veneer Eldorado Stone Submit color options for selection by owner
of iy Vents,Gable Vents&Mounting Blocks Varies Field Painted-Match Adjacent Siding Color r n
i Exterior HIM Doors Metal Submit color options for selection by owner V
a Exterior Coiling Overhead Doors Metal Overhead Door Model 625S Submit color options for selection by owner Z Z
o
O
Note:All colors to be reviewed and approved by Owner. Q co
5 5 a J Z
s 12 0 12 0 z z o Q m
5� 5� it a w W Q
< 13 w 0 0
U Q W
m ® 7 7 w W o U J
o �1�d-y�-��� U W w W W
N di YlAlt"— 13 � Q LL
O ~
x a w = Cn Q
+ " TO+PPLATE-� 2 X a o
° 1 1 13 w 0 U Q Z W
1 s I I Iw-0 m 0- LU
h I m 1 14 I 1 m 14 3 x0
h co Ll
cn
1 6 I 6
+0'-0" _ 1 4 +0'-0" I 4
TOP OF SLAB TOP OF SLAB
� 8 1
� 8 1
a
PROJECT: DA692013.00
3EAST BUILDING ELEVATION 4WEST BUILDING ELEVATION DATE:SHEETOZO
`2 SCALE: 3 16 = 1 -0 SCALE: 3 16 = 1'-0' 70A3
0 Schnabel Engineering 2016 All Rights Reserved

KEYNOTES
3 GA-8 6 A-4 12 7 A-4 1. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO
a5 PRE-FINISHED METAL GUTTER.
__-_ 4 A-4 i 12 5 A-4 ` 8 A-4 12 5 A-4 2. PRE-FINISHED METAL STANDING SEAM ROOFING PER ROOF PLAN
QS I I I I _____ a5 AND ROOF TYPE.
3. MANUFACTURED TRUSSES (TYPICALLY AT 24"O.C.) PER
+14' " I I STRUCTURAL ROOF FRAMING PLANS. ALL ROOF TRUSSES ARE
i i i TOP dTE i DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO o
+ 21-01, NG. FRAMING
P PLATE CONTIRACTOR TODE ALL UNSi4LSS OCK�INGBLOCKN AND 6 AIND BRACING PER TRUSS
i i i i i
MANUFACTURERS DESIGN. w
i i i i i 4. DOUBLE GLAZED ALUMINUM STOREFRONT WINDOW PER WINDOW
SCHEDULE.
I I I I i i i i i I I I 5. PROVIDE 2X12 TRUSS BLOCKING (OR TRUSS MFR BLOCKING)
BETWEEN TRUSSES. CUT ATTIC VENTILATION HOLES IN BLOCKING
PER DETAIL 1/GA-08.
6. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW 2" CLEAR
VENTILATION.
7. ROOF EDGE DIAPHRAGM NAILING, SEE STRUCTURAL DRAWINGS.
+0'-0" o
NI i i HNISH E 8. 6" EXTERIOR CONCRETE PATIO OR WALK PER CML DRAWINGS.
i i i EXTERIOR CONCRETE PATIOS AND WALKS TO BE FLUSH WITH THE
I I I I I I I I I I I FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM THE o
BUILDING 1.5% MAX. FOR A MINIMUM DISTANCE OF 5'-0". CIVIL
DRAWINGS FOR CONTINUATION OF WALKS AND SLOPES. ALL 1.
PATIOS AND WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 1.5%.
9. ROOF TRUSS CUPS PER STRUCTURAL DRAWINGS. z
m� w
SECTION SECTION 2 SECTION 3 10. 20 ROOF TRUSS TOP CHORD RAFTER TAIL, oo nc o
SCALE: 1/4" = 1'-0" A_1 SCALE: 1/4" = 1'-0" A_1 SCALE: 1/4" = 1'-0" A_1 11. PRE-FINISHED METAL FASCIA OVER 2x4 SUB-FASCIA OVER 1x1o. Lwow
12. VENTILATED PRE-FINISHED METAL SOFFIT. SEE ROOF PLANS FOR �� o me g
ROOF VENTILATION NOTES. PROVIDE HOLES IN TRUSS BLOCKING
TO ALLOW ATTIC VENTILATION AS REQUIRED. o a
13. 2X6 (OR 2X4 AT 2X4 WALL) PRESSURE TREATED SILL WITH FOAM o N
SILL SEAL AT EXTERIOR WALL. ANCHOR BOLTS PER STRUCTURAL.
14. INTERIOR CONCRETE SLAB PER FLOOR TYPES (SHT. A-10)AND PE
STRUCTURAL DRAWINGS.
15. SIDING PER ELEVATIONS. INSTALL PER SIDING MANUFACTURER
REQUIREMENTS.16. WINDOW SILL AND APRON TRIM. m o O
7 R4 R4 7 17. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. DOWN FROM FINISH a u
FLOOR (8" MIN. FROM WOOD FRAMING) AND SLOPE AWAY FROM z O
z ° 6 3 3 6 2-0 W.BUILDING AT 2% MIN. REFER TO CIVIL DRAWINGS FOR GRADES. ormZ
10 2 2 18. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND
7 7 5 5 0 7 HORIZONTAL REINFORCING, SEE STRUCTURAL DRAWINGS..
o R4 R4 1 1 R4 19. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB. .
2'-0" 6 6 7-0° +14'-0" +14'-O" 2'-0" 6 20. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEEP.
z 2 3 3 2 TOP PLAT TOP PLATE 2 3 21. INSULATED OVERHEAD COILING DOOR, SEE DOOR SCHEDULE. Z
10 9 9 0 22. STOP RIGID INSULATION AT BOTTOM OF SLAB WHERE ADJACENT c _
1 5 5 0 1 23 WS 23 1 5 23. PRE-FINISHED METAL GUTTER AND DOWNSPOUTS. (a o
+12'-0" +12'-0" 2 12 +12'-0" z
m
9
TOP PLA _ TOP PLATE 15 11 TOP PLA - GENERAL NOTES
9 g 21 9 V 0 �
ffi 23 W4 23 23 A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, CEILING WALL tillz t
2 12
AND FLOOR CONSTRUCTION NOTES. W N d t
0 12 o
0
11 11 B. REFER TO EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR FINISH
21 15 1 4 4 MATERIALS. FOR SPECIFIC NOTES AT DOOR AND WINDOW o
v CONDITIONS REFER TO DOOR AND WINDOW SCHEDULES AND
DETAILS.
W4 C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL
z (MATCH ADJACENT FINISH COLOR) U.O.N. ALL CONCEALED METAL
16 16 FLASHING TO BE GALVANIZED METAL. ALL EXPOSED CAULKING TO
MATCH ADJACENT MATERIAL FINISH COLOR.
5 5 15 D. ALL WOOD TRIM TO BE CAULKED, PRIMED AND PAINTED.
° E. WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION.
a STRUCTURAL ELEMENTS (BEAMS, JOISTS, TRUSSES, ETC.) ARE U
a SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR Z
° W4 W4 EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING o
MEMBER.
F. FINAL ROOF TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL J
CONTRACTOR BY THE TRUSS MANUFACTURER AND IS TO BE o z z J 5 Z
w DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES PARALLEL w a O c� Q LU m _Q
W5 W5 W5 TO THE SECTION CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS w
3 WEBS. REFER TO TRUSS MANUFACTURER SHOP DRAWINGS FOR w o O < U
LU
TRUSS WEB LAYOUT. w o U U)
° 13 19 3 19 13 19 Fps H 0 C�
Fi 14 14 F1 1k9
8 F1 14 14 1 ko
8 Fi 14 = O w U �
+0'-0" +0'-0" 1 +0'-0" +0'-0" iV ❑ iz ¢ p J
TOP oOF SLAB m i 2 TOP OF SLAB TOP OF SUB ND CONSTRUCTION TYPES PER SHEET GA-10 LL o Q Z
1 TOP OF SLAB TOP OF SLAB
ROOF, WALL AND FLOOR TYPES. m -
=11I� I� III - 1 =III III =111 O m
h =III=III=I =III .. 1=1 1�1=III =1 1 1=1 1 _I 1 1=1 1 1=1 1 =III=I 1 1=I I �;; =III=1 1=I III -I -III- -1 1=III=1 =III=1 1 =11 1 1=III=III=III :. =III=1 1 1=11 0
17 =11iIIIIII IIIIII IIII III -IIIIIII IIiII IIIIIIIIIII jlill- 17 =IIIIIIILI IIII l IIIL III -IIII IlI I. Illlllllllllll Il- 17 -IlillllIllll IIII II III o
m II III H ill IIII H
II-III + -III ill-
Hi-1 IIII 20
w II�III III II III IIIIIII IIIIII II III II�IIII� IILII III-II III I IIII LIII II--III III III IIIII�I I�IIII II�III III IIIIIII
o III III=III III III - = _III III III=III= III III=III _ - _III III III III= III III III=III III -
o 18 - - - 18 18 - - - - - - - 18
a PROJECT: DA592013.00
SECTION 4 SECTION 5 SECTION 6 SECTION 7 SECTION 8 DATE: 12/23/2020
SCALE: 1/4" = 1'-0" A_4 SCALE: 1/4" = 1'-0" A_4 SCALE: 1/4" = 1'-o" A-4 SCALE: 1/4" - 1'-0" A_4 SCALE: 1/4" - A-4 SHEET
70A4
0 Schaabel Engineering 2016 All Rights Reserved

NOTES:
1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL,MECHANICAL&
PLUMBING DRAWINGS.
2. BUILDING EXTERIOR DIMENSIONS ARE TO THE FACE OF WALL STUDS,
19'-0" 28'-5" 28'-7" 18'-6" 15'-0" ALIGNED WITH THE FOUNDATION STEM WALL.
3. FOR INTERIOR WALLS LAYOUT,REFER ARCHITECTURAL DRAWINGS.
HD5 HD4 HD4 HD4 HD5
W2 4. SLOPE GRADE SLAB TO DRAINS AT 1/8"PER FT TOWARDS THE DOORS.
- - - -- - - 5. CONCRETE FLOOR(GRADE SLAB)FINISH SHALL BE PER ARCHITECTURAL 10
HD4 _W1- HD4 r _ _ _ __ o1-�O^ __-_-_-__ ____ __ ___________________ HD5 SHEET GA-9&SPECIFICATIONS. 2
2,_0„ If_I_ ___ 7j I,� u
1 2'-4" I I I 6. FOR BUILDING COORDINATES,SEE CIVIL DRAWINGS. i?
r it HD5 I II i 7. WALLS INDICATED AS QARE SHEAR WALLS.SEE SHEAR WALLS SCHEDULE
II I i I I I ;I ; III I B ON SHEET GS-3 FOR SHEATHING,NAILING AND ANCHOR BOLT
11 B 1 i 1 I II A i i II I II I i REQUIREMENTS.EXTENT OF THE SHEAR WALL REQUIREMENTS INCLUDE
I I -P - I I i II I I I i THE TOTAL LENGTH OF THE WALL INCLUDING ABOVE AND BELOW WINDOWS
10° A I 1
- i I SLOPE U II U SLOPE I I IJ SLOPE I I SLOPE AND DOORS UNLESS NOTED OTHERWISE.
SLOPE
0'-10"I I 8. PROVIDE 2x BLOCKING AT UNSUPPORTED EDGES.SEE ARCHITECTURAL
0410" I I I I 0'-10" DRAWINGS FOR ADDITIONAL WALL COVERING REQUIREMENTS.I I l i
1 `s
1 C.
23 i. J. W i 1 / I i i _ I I i 9. SEE SHEET GS-3 FOR HOLDOWNS(HD2/HD4/HD5)DETAILS. N
,_ W1 I - I I I W2 IIirc ? ,°n
I I HOLDDOWNS NOT MARKED SHALL BE HD2.
I I I C.J. I I C.J. I I C.J. I I m d
l SLAB ON
r2�)
I i I 1 I I I I W2 32,_0" 10. FOR PERIMETER UNDER DRAIN,SEE DETAIL C 243 ON SHEET GC-3. a W
1 GRADE 12. PERIMETER INSULATION SHALL BE PROVIDED PER DETAILS ON SHEET 70 S 4 \
4'-0" i 1 1 i I 1 I I I I i I I j AND ARCHITECTURAL DRAWINGS. > `J W
I II I II I i i III I I i 12. FOR GRADING AROUND THE BUILDING,REFER TO CIVIL DRAWINGS. o
I I I i I 1 I I SLAB ON GRADE i i I i °
i i I l
I L-- 4
f E U
Ii iI I HD I wo ~
W2 HD4 �� 1 I�� ,I I I i 0'-1%4"
6'-2. o I I I HD511 —�4 0"-- n H�5 n-- 0'-10—-- =1 HD5 i i I - II HD5 I HD5
I I 0 1 Q y
11
HD4 I I I I 'mil
d
SEE 10 C 1 FOR I_-----___
COORDINATES D __________ _____ __ ____ ____ ---------- _ ____ __ ___ -------- ____
SLA Ci SSEE10C1FOR 4'-o" ' EE w d
10 C 1 FOR 0,6" I SEE CIVIL
15'-0" COORDINATE �yd N o
U COORDINATE U U U U _•. '•'.,, DWGS.
rn
19'-0" 58'-0" 34'-0"
C N D
COOLER WALL PANEL #4@12"O.C.(TYP.)
STUD WALL ALUMINUM ANGLE ANCHORED TO FOUNDATION PLAN 2x6 STUD WALL 2"THK.SAND LAYER WITH
THK.JOINT FILLER A,(D
CONCRETE SLAB PER COOLER ® AT 12"O.C. VAPOR RETARDER WITH 1"THK SEALANT W Z 1.
MANUFACTURER DETAILS SCALE:3/16"=1'-0" TREATED 2x6 WITH AT TOP ^ _
CAULKING 3/4"DIA.ANCHOR c a
SLAB ON GRADE BOLTS AT 24"O.C. EL.+0'-0" (TYPICAL AT SLAB/STEM WALL JOINTS) _2 E
w \,0
0'-6" Z m rn
0'-6" c
.., a.. DETAIL .� — dv
0'-23�4" F� a. :. �2 f•C9
V m6.0
SCALE: 3/4„=1,-0„ Z
d�
- c U
4"EXTRUDED POLYSTYRENE SLAB ON GRADE rn
3
INSULATION #4@12"O.C.E.F. <
VAPOR RETARDER (TYP.) 2x6 STUD WALL
2"THK.SAND LAYER #4@12"O.C.E.F. AT 12"O.C.
(TYP) TREATED 2z6 WITH
DETAIL 2
3/4"DIA.ANCHOR
SCALE: 1"=1'-0' _ #4@8 O.C. #4@12"O.C.E.F. BOLTS AT 24"O.C. EL.+0'-0"
TIES(TYP.) (TYP.)
0'-6" II
II
T �I ....a
o TREATED 2x6 WITH 2x6 STUD WALL TREATED 2x6 WITH 2x6 STUD WALL EL.-4'-8"
314"DIA.ANCHOR AT 12"O.C. 3/4"DIA.ANCHOR AT 12"O.C. 2x6 STUD WALL 1'-0" • a (�
AT 12"O.C. ...._ .. .,......
BOLTS AT 24"O.C. 3 BOLTS AT 36"O.C. TREATED 2x6 WITH • • Z
0'-2�4 3/4"DIA.ANCHOR 0-5 Z
= O'-23�q' O
2z6 FRAME PLATE NAILED BOLTS AT 24"O.C. SLAB ON GRADE _
EL.+0'-0" EL.+0'-0" EL.+0'-0" I-� � J
TO TREATED SILL PLATE 3'-0"
(TYP.) 0'-23�4' #4@12"O.C.E.F. > > Z
0'-6" I 0'-6" I I 0'-6" (TYP.) O Z Z Q
N SECTION D #4@12"O.C.E.F. W a O Q Lu
.:•
� �
a. SCALE: 3/4„=1,_0„ (TYR) > O O � Z
ot�
• 1 TIES(TYP.) = w o O
B SLAB A GRADE e SLAB ON GRADE SLAB ON GRADE a 2x6 STUD WALL F 2i U O Q
- (INSULATION UNDER SLAB IN - - AT 16"O.C. Q O K
i FREEZER AREA PER DETAIL 2) #4@12"O.C.E.F. #4@72"O.C.E.F. • ----- #4@12"O.C.E.F. EL 4'8" = D- W Cn
(TYP.) #4@1 (TYP.) = O O- Q Z
TREATED 2x6 WITH LL Q O Z
i #4@12"O.C.E.F. #4@12"O.C.E.F. #4@12"O.C.E.F. p U Z
w (T1'P) (TYP) • (TYP) 3/4"DIA.ANCHOR 2� - Q LL
EL.+0'-0" BOLTS AT 48"O.C. O
o #4@12"O.C. #4@12"O.C. #4@12"O.C.E.F. #4@8"O.C. #4@12"O.C.E.F. —2'-4"� X
o TIES(TYP.) TIES(TYP.) (TYP) TIES(TYP.) (TYP.) 0'-6" II O O
• i SESCACTION CA
wON E
3 EL.-4'-8" � EL.-4,_8„ � EL.-4,_8„ � •' .. . •:.' ." 1 0
„
a
°--m #4@12"O.C. ........ .
2'-4, 2'4"� 4,_0" (TYP.)
PROJECT: DA592013.00
M SECTION A SECTION B SECTION C SECTION F DATE: 12/23/2020
SCALE: 3/4"=1'-0" SCALE: 3/4"=VEY' SCALE: 3/4"=1'-0'
SCALE: 3/4"=1'-0"
SHEET
? 70S1
O Sch-bd Engineering 2016 All Rights R...,.d

0
rc
U
O
58'-0" 34'-0"
F F
A 1 4 N
70 S 4 GS-2 EAVE&GUTTER m w
70 S 5 sNow
RESTRAINTS T A
EAVE&GUTTER o w z
— a z
2'-0"
2'-0" w
mtl
F*
— ry Q1 y
II 2 wa
J O J Q-
N f y�yo"fie, os�°��P`Ro
II I`�JPQO ��G\ p C
p � III �� st I I 70 s a
23'-1„ GVl RIDGE Q ,�.r.P �5y w ��y
7033 ?G'P�° W 32 0 = n
II 4
— — — 0 II 70s4 o Z
w E 2,_0„ -
w1 n U
v Cz
o�c
EAVE&GUTTER r — — — — — — -----� r— — — — — — — — — — — — — --� — — r u(D L
Z Z g m
y t c
70S3 w
3 SNOW RESTRAINTS EAVE&GUTTER <
70s5 \—A
3 B 7oss loss 7oss Gs-z
70S3 70S3
N
ROOF FRAMING PLAN ® o 0
z
SCALE:3/16"=V-0" � Z
G > > z Q
z Q J m d
w Q W
w o O w O Q Z_
~ � �
o x � �
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�
x a
w (n LL
u) Q O 07 0 LL
� - Q O
in
x O
2
w L7
3
oa
0
a
0
NOTES:
1. FOR ROOF LAYOUT&DETAILS,SEE ARCHITECTURAL SHEET 70 A 2.
PROJECT: DA592013.00
2. GUTTERS,DOWNSPOUTS,ACCESS HATCHES&ROOF VENTILATION DETAILS SHALL BE PER ARCHITECTURAL DRAWINGS. DATE: 12/23/2020
SHEET
a 70S2
0 Sch-bd Engineering 2016 All Rights R...,.

29'0" 28'-6" 34'-0" 2'1"
�20 20"�
0
18'_6" _ 14'-6" u
EL.+14'-0"
0
EL.+12'-0" EL.+12'-0"
rc
2x6 STUD WALL m
14'-0" 14'_0" A
12'-0" 12,4" 12'-0" " W o
2x6 STUD WALL 2x6 STUD WALL 2x6 STUD WALL
2x6 STUD WALL
SLAB ON GRADE
TYP.) w
'md
o� a
EL.+0'-0" EL.+0'-0" EL.+0'-0" o
t
w
0
z
INSULATION SEE
DETAIL 2/70 S 1
wo
u�
SECTION 4
SCALE: 3/16"=1'-0" 70 S 2 y\oapL of o
ry,��b 0p ZS
2-0" 32'-0" 2'-0"
2'-0" 32'-0" 2'-0" Z
PRE-ENGINEERED
c
WOOD TRUSSES(TYP.) w o E
12 2'-0" -23'-1" 2'-0" •V w .510
PRE-ENGINEERED `"u
6� WOOD TRUSSES(TYP.) PRE-ENGINEERED Z m C
12 WOOD TRUSSES(TYP.)
5� U w �o�
a U
E to
e
14'-0"
0 12'-0"
� 2z6 STUD WALL 2x6 STUD WALL 12'-0" 2x6 STUD WALL 2x6 STUD WALL 2z6 STUD WALL 2z6 STUD WALL
0
Z z
O Q —
SLAB ON GRADE SLAB ON GRADE SLAB ON GRADE J '
(TYP.) (TYP.) (TYP.) j } (/)
O ZZ m Z
EL.+0'-0" EL.-0'-0" EL+0 0" Z J
y LU
w Q Lu
0
w Q INSULATION SEE = U�j LLJ�
DETAIL 2/70 S 1 F u 0 U)
SECTION B =bo° a w ix c Q) Z
_
SCALE: 1/4"=1'-0" 7osz SECTION C SECTION LL o ° z �_
Q Q
o SCALE: 1/4"=1'-0" 70 S 2 SCALE: 1/4"=1'-0" 70 S 2 O X co
o O 0
rc
3
oa
0
a
0
NOTES:
1. FOR WALL TYPES&DETAILS,SEE ARCHITECTURAL DRAWING GA-10. PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a
70S3
0 Schn bd Engineering 2016 All Rights R...,.d

PRE-ENGINEERED
ROOF TRUSSES
STANDING SEAM METAL ROOFING WITH
15#FELT UNDERLAYMENT,%"OSB SHTG
(TYP.)
0
PRE-ENGINEERED ROOF
TRUSSES AT 24"O.C.
0
R-46 FIBERGLASS
CONNECTION PER
INSULATION DETAIL 7/GS-2(TYP.)
TOP PLATE Q TOP PLATE
EL.14'-0" EL.14'-0" /
5%"GWB
METAL FRAMING CONNECTORS s/"GWB A
GUTTER AND FLASHING DOUBLE 2x6 AT
TOP OF WALL ^\ a z
DOUBLE 2X6 AT TOP OF WALL
z
and
w
0 0
0
z
TOP PLATE w d a
R-21 BATT INSULATION EL.14'-0" o
2X6 STUD WALL PER PLAN 2X6 STUD WALL PER PLAN %"GWB
VAPOR BARRIER
DOUBLE 2x6 AT �•�'
TOP OF WALL
STANDING SEAM METAL SIDING TOP PLATE
"SANDED GRADE EL.12'-0"
STRUCTURAL SHEATHING
WATER RESISTANT BARRIER(WRB)
5%"GWB
STRUCTURAL OSB SHEATHING T"SANDED GRADE
STRUCTURAL SHEATHING a"SANDED GRADE W Z
STRUCTURAL SHEATHING A
�iL c
� w 0
w� n U
g C
m N
V
f• n a)Z �
om
VAPOR BARRIER w `a_cc
E rn
ARTIFICIAL STONE VENEER SIDING
WITH STONE SILL(TYP.)
2X6 PRESSURE
2X6 PRESSURE TREATED SILL PLATE EL. 0'-0" TREATED SILL PLATE
0 2X6 PRESSURE • '•v '• I� '
EL.+0'-0" TREATED SILL PLATE
\\y....
LD
\� • Q J co
LU a- w Q LLI _O
Woo ? < H
0 2"THK.R-10 PERIMETER = (jJ
INSULATION,2'-0"DEEP • U UJ W U (n
(TYP.) SECTION B = o � O
SCALE: 3/4"=V-0" S 2 = O LU Z
70
• LZ Q 0
N (TYPICAL AT INTERIOR WALLS) — Q
• •o O0 D m
IS O O
\y _
SECTION C
o SCALE: 3/4"=1'-0" 170S2
° SECTION A
SCALE: 3/4"=V-0" 70 S 2
NOTES:
(TYPICAL AT EXTERIOR WALLS) PROJECT: DA592013.00
1. FOR WALL TYPES&DETAILS,SEE ARCHITECTURAL DRAWING GA-10.
DATE: 12/23/2020
SHEET
a 70S4
O Schn bd Engineering 2016 All Rights R...,.d

ROOF TRUSSES
TOP PLATES
ROOF TRUSSES (2)SIMP.
SPH6
WALL STUDS TOP PLATES o
TOP PLATES SIMP.
TOP PLATES A23
U
O
(2)KING STUDS 1 5 g x 21
AT OPENING 5 z x 21 GLULAM BEAM
(TyP) GLULAM BEAM
2x6 STUD WALL
B
SIMP. _
LSTA21 E.F. w
rc
DOOR OPENING
� N
(4)2z6 JACK STUDS ?
AT OPENING
(3)2x8 HEADERS o < w
A SECTION
w
SCALE: 3/4"=1'-0" 3°
(3)2x8 HEADERS o a
o
(TRUSSES NOT SHOWN) lo
DOOR OPENING
0
DOOR OPENING DOOR OPENING a
wo
(4)KING STUDS
(2)2x6 JACK STUD AT AT OPENING
OPENING (TYP.)
SECTION A
SCALE: 3/4"=1'-0" ap
TOP OF TOP OF SLAB yy�6 w �jd �
S AB (TRUSSES NOT SHOWN) o ze N N
T-4„ 18,_0„
DETAIL -am 0
SCALE: 1/2"=1'-0" 70 S 2 DETAIL
SCALE: 1/2"=1'-0"
w � E
w n U
TOP PLATES Z \m
C
TOP PLATES
V n a)
(2)SIMP. SPH6 2 c
SP6 __ v
WALL STUDS TOP PLATES � < rn
3
(3)2x8 HEADERS WALL STUDS
SIMP. SIMP. (3)KING STUDS
D
A23 AT OPENING
A23 _ (TYP.)
S12x12
WALL STUDS 5'2 x13 i TOP PLATES 4�_0^ TOP PLATES LSTA12 E.F. GLULAM BEAM
GLULAM BEAM
WALL STUDS C
4,-0. E
N SIMP. - WALL STUDS _
LSTA15 E.F. (2)2x6 JACK STUDS 0
AT OPENING TOP PLATES Z Z
O Q
_ (3)2z8 HEADERS H J
WALL STUDS Q
DOOR OPENING 5zx13z } Z D co
rc GLULAM BEAM WINDOW (3)2x6 JACK STUDS Z ZZ O J m _
AT OPENINGSTUDS <- O
(3)2x6 JACK DOOR OPENING
OPENING W Q UJ Q
DOOR OPENING K OU O < LU
5zx12 UJ Q
GLULAM BEAM U W W U Q
(3)KING STUDS SECTION a O D 0 LU
i AT OPENING DOOR OPENING = D. RU In Q
(NP.) SECTION C SCALE: 3/4"=1'-0" _ LL Q O Q W
SCALE: 3/4"=1'-0" TOP OF (ROOF NOT SHOWN) 0 o cJ Q =
o TOP OF TOP OF SLAB O
o in
SLAB (ROOF NOT SHOWN) WALL SECTION E O o
rc
SCALE: 3/4"=1'-0"
(ROOF NOT SHOWN)
0
a
DETAIL 3 DETAIL 5
SCALE: 1/2"=1'-0" 70 S 2 DETAIL 4 SCALE: 112"=1'-0" 70 S 2
a
PROJECT: DA592013.00
SCALE: 1/2"=1'
DATE: 12/23/2020
SHEET
a
70S5
O S°h-bd Engineering 2016 All Rights R...,.

A
FLOOR SINK
0
16'-0"
rc
U
0
rc
a z
� w
w
a
0
0
z
16'-0" a a
FREEZER V-D°
ion °
3.A„
EVAPORATOR J
a �
VAPOR SEAL rS��b 0p
AIR FLOW
TRAP
Q^� z
EVAPORATOR FAN c
DRAIN PAN 81 u' ,.510
_0„ = z m m
DRAIN PIPE d
8'-0" 8'-0" 1'-0" V _ a)
(WRAP WITH HEAT TAPE IN Z
om
FREEZER APPLICATIONS)
COVER COPPER PIPE WITH -a cc
INSULATION PITCH SHOULD BE 471'
FLOOR SINK
r 1 iL
I I
I I
0
z
N � Q
FREEZER ROOM PLAN SECTION A o z z
w z Q O J W
SCALE:12"=1'-0" SCALE: 1/2"=V-0" - w Q
>_ OUO U O
NOTE:
_ ,LLJ � Z O
1. DRAINPIPE SIZES VARY. F ? z:
SEE FACTORY SPECIFICATIONS. = a w U W
i Ln O d
W
L� 0 0 0W
o in LL
X
0 O
NOTES:
E
3 1. FINAL FREEZER DESIGN TO BE SUBMITTED BY FREEZER MFR FOR
°a APPROVAL.DRAWINGS SHOWN ARE CONCEPTUAL AND
i ALTERNATIVE DESIGNS MAY BE ALLOWED PENDING APPROVAL BY
o THE ENGINEER.
2. 20 MBH FREEZER UNIT.
S
PROJECT: DA592013.00
DATE: 12/23/2020
a SHEET
70M1
®S°hn bd Engineering 2016 All Rights R...,.d

Q
O
K
y
EF 2
B GH7 3 4 9 GH7 3 4 rc
0
a �
I
i
z
1 �
—
I I W
I I O
1 1 a I
I I
II I �v1 F
\\I I I y
I o
I
FREEZER
101 \\ II
T 4 (BY OTHERS) , i Al o
VEHICLE BAY 1 VEHICLE BAY 2 SHOP STORAGE \w
i
102 103 104 105
I �
S S
EF 2 3 T T
7 GH7 W
i
i
i
i
. \ w
---------------------
---------------- �
w �c8
Li
_T T
Q.) R 0
EUH V C
z
5 EUH 3 1 fA w to
i 6 GH6 0
------------------------------------------------
GENERAL NOTES:
G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF
PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS,
REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM
3 OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS.
9
02 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER THE
CURRENT VERSION OF THE OREGON ENERGY SPECIALTY CODE.
a Z Z
N a D
SHOP&STORAGE BUILDING (If
Of KEYED NOTES: O 1. REFER TO SCHEDULE FOR MOUNTING HEIGHT.COORDINATE FINAL MOUNTING HVAC PLAN
W a= d
i LOCATION WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO START OF WORK. O ILL Q
y 2. MOUNT THE LOUVER AS HIGH UP ON WALL AS POSSIBLE.COORDINATE LOCATION d 3: in >
3 WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO START OF WORK. 2 m O =
°m
0 3. EXHAUST FAN SHALL BE MOUNTED A MINIMUM OF 10i A.F.F.COORDINATE p p
FINAL MOUNTING HEIGHT AND LOCATION WITH GENERAL CONTRACTOR AND
ARCHITECT PRIOR TO THE START OF WORK.ENSURE THAT TERMINATION IS A
o MINIMUM OF 10i FROM ALL FRESH AIR INTAKES.
7
4. PROVIDE WITH HEAT RISE T-STAT;ENERGIZE FAN AT 95'F(ADJ.).
7
U
O
rc
U
0
Q
A
PROJECT: DA592013.00
D C ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
....diengineering.net 70 H 1
Phone:[phone] Pnesot:20DAC01
©Schni Engineering 2016 All Rights Reserved

Q
O
F
z
y
rc
a
U 0
m p
FREEZER N
8 0,
2 (BY OTHERS)
VEHICLE BAY 1 VEHICLE BAY 2 SHOP STORAGE or
s' y
102 103 104 105 m
z
I
a
----------------- ----- - - ------ r r w E
w m U
r
I i I i I i � mm
Z
---------
-----------------------------_______ -� .- _ ---- C_______________________________ __________________________ _____________________
m N
N
c N
+j) SHOP&STORAGE BUILDING 3
PLUMBING WASTE AND VENT PLAN
SCALE:1/4"=1'-0"
GENERAL NOTES: KEYED NOTES: 0 z
G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED 1. ROUTE CONDENSATE LINE FROM FREEZER EVAPORATIVE UNIT TO EXTERIOR TO AN Q
APPROVED LOCATION.COORDINATE TERMINATION LOCATION WITH GENERAL J
3 FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY
a ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE CONTRACTOR AND OWNER PRIOR TO THE START OF WORK.SEAL PENETRATION
OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PER APPLICABLE CODES.
PLUMBING FIXTURES. z
2. EXPOSED CONDENSATE LINE SHALL BE WRAPPED WITH HEAT TRACE AS LLJ
a APPROPRIATE. Z Z
G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND Q MJ
o GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. d = Z Q
O
S G3 AT MINIMUM,INSTALL AND INSULATE PIPING AS REQUIRED BY THE CURRENT OU Q 0 z
w VERSION OF THE OREGON ENERGY SPECIALTY CODE. 0 _
O LLI
a G4 IF NOT SHOWN,REFER TO FIXTURE SCHEDULE FOR BRANCH AND FIXTURE � D 3
CONNECTION SIZING INFORMATION. 0 LL 0 cn
LL a 3: m Q
G5 ALL CLEANOUTS SHALL BE SIZED TO MATCH THE WASTE LINE SERVED. 0 0 X
m Q X O
O (7
z
U M
p Ib
7
w J
U IZ
O
K
U
Q
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PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
....dreagiaeeriag.aet SHEET
P 1
Phone:[phone] Project:20DAC01
©Schnebel Engineering 2016 All Rights Reserved

a
O
wxl-u J
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8 #6:LSH1-12,14 EF o
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(E)PANEL'HSH1' A
101 w i
a rc
T w
2#6:LSH 1-15,17
[r_r is r-13 1#10:GND
VEHICLE BAY 1 VEHICLE BAY 2 SHOP STORAGE
102 103 is"I_r O 104 O2 105 m i
2#6:LSH1-8,10 -SR-3 o
1#10:GND lsxl-13
LSH1-5 ISH1-13 ff-8 T T w
HI-5
ff-9 O
3#12:HSH1-1,3,5 a
1#12:GND Isx1a
=m
EF
NEMI A 1/30/ 1 O :LSH1 O :
a5
7 3#2:ELPSH-13,15,17
#12:GND -20,22 2#6:LSH1-16,18
2#6
1#10:GND 1#10GND
3#12:ELPSH-
-------------------------- #12GND T tuTx-e
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9
3#12:ELPSH-8,10,12 W P
1#12:GND g=
3#12:ELPSH-7,9,11 0
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c _w E
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f z
to w yt c
a L
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3
®N SHOP AND STORAGE
O ELECTRICAL PLAN
ry GENERAL- POWER NOTES: a w z J z
o Q Q
1. REFER TO SHEET 10E3 FOR SINGLE LINE DIAGRAM. OU = w U
T It
2. ALL CONDUIT TO BE 3/4- UNLESS NOTED OTHERWISE. w X: w
x
x 3. NUMBER ADJACENT TO HOME RUN OR DEVICE INDICATES POLE O LL O w
POSITION TO WHICH DEVICES SHALL BE CIRCUITED. UNLESS NOTED O O co J O
m OTHERWISE, HOME RUNS TO BE#12 COPPER CONDUCTORS AND = In O LLI a
GROUND IF UNDER 100' OR #10 COPPER CONDUCTORS AND GROUND O O
o IF 100' OR LONGER.
U
POWER KEY NOTES:
1. COORDINATE ROLL-UP DOOR CONNECTION REQUIREMENTS WITH
MANUFACTURER.
'o
16 2. PROVIDE NEMA 6-50R.
U
0 3. PROVIDE HEAT TRACE ALONG GUTTER AND ASSOCIATED DOWNSPOUT(S).
HEAT TRACE SHALL BE RAYCHEM XL SERIES - 5 WATTS/FT MAXIMUM. -�
MAKE ELECTRICAL CONNECTIONS AS REQUIRED. MALM
a
PROJECT: DA592013.00
DC ENGINEERING DATE: 1223/20
Careful listening.Dynamic solutions.
wwwdrengineedng.net SHEET
Pho-2082882181 Project:20DAC01 70E1
©Schxabel Engineering 2016 All Rights R.—d

a
0
d
U
ELPSH-14 O
TZL TZL LBL4 LBL4
TYP. TYP. TYP. N TYE. TYE.
ELPSH-14 b ELPS11-14 b
ELPSH-18 ELPSH-18 E-H-18 E-H-IB ELPSH-18
K
IPSH-14 E H-4 ELPSH-Ifi ELPSH-16 ELPSH-16 ELPS11-1fi ELPSH-16 ELPSH-I6
� FR ZER
ELPSH-14 b 1 ELPSH-14 b u W 2
0•
Z
V E BAY 1 VE Y 2 S 0 STORAGE Z.
102 103 04 1 � m
0
ELPSH-18 1-11-I13 ELPSH-18 1-H-hi E-H-IB
OP�
O
b
Q
ELPSH-14 E H-11 m
1
aPs xo LBL4 a
_TYP-
__________________________ (n 9
TYP. �4 W
EIPSH-20
e LPSH-18 ELPSH-IB E 18 LPSH- 'IE- Ill ELPSH-18 E O �
EL -16 ELPSH-16 —11-16 ow -16 ELPSH-16 ELPSH-16
ELP
SH-20 rej0jlb
WL1
-------------------------------------___________ ---------------------------------_______________
EIP511-20 EIPBH-20 ELPSH-20 ELPSH-20 Z
c _
10
w E
w \M U
Z O1�
C
N
fw z
v,w yt c
a L
V
� fn
3
N SHOP AND STORAGE
® O LIGHTING PLAN
1/4"=1,_0, > Y
ry GENERAL LIGHTING NOTES: z w Z Q
U
1. REFER TO SHEET GE5 FOR LUMINAIRE SCHEDULE. Q W J
= d
0 2. PROVIDE UNSWITCHED SENSING/CHARGING CIRCUIT FOR ALL W = z
lL m w
U i BATTERY—BACKED FIXTURES. 3
a-
N 00
x J =
LIGHTING KEY NOTES: ® o xo 0 w J
1. PROVIDE EXTENDED RANGE OCCUPANCY SENSOR. SENSOR SWITCH
o CMR—PDT-10 OR EQUIVALENT.
7
U
O
C
U
0
i
Q
PROJECT: DA592013.00
DC ENGINEERING DATE: 1223/20
Careful listening.Dynamic solutions.
wwwdrenginee mg.net SHEET
Pho-2062882161 Project:20DA001 70E2
©Schnabel Engineering 2016 All Rights R.—d

GENERAL NOTES:
1. ALL ABOVE GROUND CONDUIT SHALL BE 3/4-MINIMUM AND UNDERGROUND
CONDUIT SHALL BE 1°MINIMUM.UNLESS NOTED OTHERWISE
2. PROVIDE ACCURATE AS-BUILT DRAWINGS TO ENGINEER UPON PROJECT
COMPLETION.
3. ABSOLUTELY NO TOP PENETRATIONS SHALL BE ALLOWED IN PLC AND CONTROLS
ENCLOSURES. E
rc
4. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS,
m
INCONSISTENCIES WITH DESIGN OR INTENT,OR NEED FOR CLARIFICATIONS,IT IS
THE CONTRACTORS RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN
WRITING WITH THE ENGINEER.IF THE CONTRACTOR FAILS TO CLARIFY ANY
QUESTIONS OR INCONSISTENCIES,THEY ACCEPT RESPONSIBILITY TO CORRECT AT
THEIR COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE ENGINEER.
5. REFER TO SHEET GI 4 FOR INSTRUMENT SCHEDULE.
6. REFER TO CABLE SCHEDULE,SHEET GI 5 FOR CABLING REQUIREMENTS.
xQ M
u � z
o rc
T
a
0
0
a
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e
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v
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FREEZER
101 c -
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102 103 104 105 f•C9 ,�$d
V z a
N tom
w tc
—a U
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v
TE-70.1 ETWORK ZON
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3
0
r r r Q
a
W J
w Q Z
S O � 0_
s OU = w O a �w O (n Q
LLo °6 Z
N 0- LLJ
p p x 0 :�i
m Q 20 O =
o Cl O C/) 0�
o Z
N 1 SHOP AND STORAGE INSTRUMENTATION PLAN
SCALE:1/4"=1"-O"
NORTH
'o
ro
in
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 121111
Careful listening.Dynamic solutions SHEET
wwwdrengineering.net
Phone:[phone] Project:20DAC01 7011
HEE
©Schnabel Engineering 2016 All Rights Reserved