2024080620240808IPC to Staff 31(b) Attachment 2 RFB Contruction -Oxbow_Hatchery_Renovation_Project-Addendum 01-Attachment 4-Background Drawings - Combined.pdf

5 4 3 2
REVISION
lj 9-2-91
AS BUILT
RCN/YO0
ID/15/93
ADDED CHILLER AND NEW
POWER AND WATER LINES
EPR
D2-02-95
ADDED IRRICAI N UNE&
MOVED FENCE LOCATON AT
BYER WATER SUPPLY AND
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NOTE.ALL CONDUIT AND WATER PIPING FOR INCUBA7701V M1 I
PUMPS ARE LOCATED IN THE SAME TRENCH,ALONG W/
PHONE AND ALARM CABLES WHERE PARALLEL TO THE FENCE hint cmr«Lions. m+/1
PINE CREEK
R«nO laeue Of Hatmery
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SEE DETA/L¢1 RCB/M1Ej
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IT 480V OU]LET DRAIN UAL IF A/L
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^ AERATION PUMP�7J WER PUMP
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POTABLE WATER DELL O - (AT ELECT.PANELS) /
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6"0/AMETER + _`-----T 2y0-_ /RCUIT
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B B
1705.37 AT TOP OF CAP NA'ELMS SE OOG 134905 6"STEEL OVERHEAD
C VAL Vf BOX POWER/POLE ELL STAND 21'-0" C
/ PNCR-011 53,-0"
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/Ui OERCROUND POWER LINE STEEL 3
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/ WALL PRESUMED TO BE ELEV. '
+ / 1701,00 ALL OTHER ELEVS.ARE
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MARK NAME BOTANICAL SIZE 2// 48D
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NORWAY "ACER PLATANOIDES" 2 1/2"CAL. SMAu s
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ABANDONED WATER LINE �1e 2F 18"STEEL SEE DOG 1349080A
WASTEWATER LINE
POTABLE WATER LINE
0
POOE'R LINE
RIVER WATER LINE Q1" 2"SEWER LINE J� 2"IRRIGATION LINE
FV 5-IJ49291A
INCUBA7TON WA TER LINE g0� e9v cane leeaers 10 o-rgpum PNmps
OBFHS17F ��� FOR CONTINUATION OF UTILITY l8 PVc /PC Phone SUBMERSIBLE
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SITE PLAN SEE OXBOW MAINTENANCE Aeration Un/oodmg Pump) SEE DWG IJ49061A
20D-342050 us 2-19" uc
$9t RIVER Wl JER IRRIGATION
PlN LEPHONE SUPPLY FROM PUMPS"'&�2
F ESTAL 7-7800_M PUMPS (ABANDONED)
P 2-IB"STEEP PIPES OONf✓57REAM//41 REFERENCE DRAWINGS
$ PNCK POWER C/NE 'At Llne k­VS
LFe SEE D4GM39905515 0-IJ49003 GENERAL PLAN
4' uC 4BO1 30 fo Servire
r Fnhmrce Pmkei ]E� 0-1349260 NOUSF EFFLUENT SYST DETAIL
2"EC£CTR/CAL PVC CONDUIT TO 2"PVC 5EOER a2 1"S7FEC PUMP PLATFORM
A 2"PVC SEDER UNLOADING PUMP PANEL �I\ 2j \OXBOW SHOP ItHATCHERY/RR/CAnON UPSIREAM�EAST) A
24'5'+ 10 4+ \ LAG 460V 3m RIVER PUMP
UM g'1
/N 4"PVC' S££GOV 13 9058A
/PC COMM/N 2"PVC SEE DETAIL g3 OXBOW FISH HA TCHER Y
\ ONNO 1349320
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PINE TELEPHONE PINE TELEPHONE UN£S EO£R \ (ABANDONED IN PLACE) ov cola<1<m<r Lo Rirer Nmpe 7 UTILITIES SITE PLAN
8"PVC HATCHERY WATER 18"PVC HATCHERY WA TER UG 480V 30 70 SERVICE 6
0/RECT BURY DIRECT BURY \ ENTRANCE BREAKER 5
PBX PBX TO IRR/GA RON IDAHO POWER COMPANY BOISE,IDAHO
SECT A—A SECT B—B wA ER TANK 4
2"/migollon&Sensing Probe P 3 SCALE: 1"=20' DATE: 9-2-91
2 D9 PGN APPROVED 2017-IJ49250 '
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Fli e:C\BC- RKSPAt\RCB7404\M-%7T ,D-ENGVAULT\MASTERS\C£NDESD VO\OAT 92\1349250DWG eared 05/01/14 11:L1 by.RCBJ404a

5 4 3 2 1
REVISION
\\ NOTES
NEAREST WELL TO THE SEPTIC TANK IS OVER 200 FEET AWAY
�\ i1 NEAREST WELL TO THE DRAIN FIELD IS OVER 500 FEET AWAY
2"SCH 80 EFFLUENT \
IN 4"SCH 80 CHASER \\
E `\ SNAKE RIVER- E
NORMAL WATER
\\ SURFACE EL 1686
1
NORTH
--------- - --
ROAD \ ----
POWER POLE ANCHOR -.__.
\ CE TERLINc\ EL 1701.33 ._____._._._._
Q - EL 99.05 IIR TION 2"SCH 80 EFFLUENT ---'--
WATGE1p�LI \\ IN 30'OF 4"SCH 80 _-��-
\ CHASER �\ SNAKE RIVERNORMAL R
-
\\\n \•\__ ABANDONED AND ��- SURFACE ELT 1686
e10 \.� \\\� \ CAPPED 2' SCH 80 TOP EDGE OF SLOPE TO RIVER
EFFLUENT FROM S OPE EL 172D.S4 50 FEET PLUS
\\ \ \ \\\\ HATCHERY OFFICE TOP EDGE OF SLOPE
/ EDGE OF SLOPE 7 \
SLEEVE PRESSURE LINE\UNaER lam/\ �\ 10 - _
ROAD AND DRIVEWAY \\X`\ \ \ \ 1700.04
D \ FILL THIS AREA AND SLOPE TO / TOP EDGE OF \\ D
\ \ \ ACHIEVE LESS THAN 501,SLOPE. SLOPE EL 1719.57
ALL AREAS WITHIN 25 FEET OF THE \\
XEL
EFFLUENT PRESSURE LINE.
-A\AQCENTef�LIN \ y� r OP DG OF SLOPE \
TOP EDGE OF \�
/ \\ TELEPHONE, \ X, ED 6 SLOPE EL 1718.48 \\
ABANDONED 2"HATCHERY OFFICE EFFLUENT LINE
\ \ \ t 10 NEW DRAIN FIELD FO—�--� 1 `\
I WITH SigNDARD TR TMISH HATCHERYOR, '-- - \EDGE OF SLOPED.EL L--�- ._._E? Sli D 2
% \ ROAD \ �nnnnixmw nw........... '7Z0.25 �� �7 10 THREE LA 100 FEET _--' �a \
CENTERLINE EL \ xmxu I- LATERALS qi N\\47 2.85 \\ \, `\ xinwiniwnn �x EAC
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T \\ \ \\\\ REROUTED EFFLUENT PRESSURE LINE FROM "'�u nu nww a UNCTION BOX
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\ \\ PRESSURE LINE FR(3M HATCHERY DORMITORY. r RSHFACEMENT� p— RAI DEL. n�nu �/
STORAGE YARD AND BUILDING 10 FISH HA 7CHERy DORMITORY FOR -BL 1 ', B5,nnnnnnnnxniMMnni�.I.I.I.I, p,
\ ROAD
—1ARD TREA TMEfJT------'-- II/1010 PRESSURET-TTE­NMH LINE CUT ANDS—\
\\ \� LATERALS 75 FEET LONG BL 2� r"' \
CENTERLINE EL \\\\\ / NOT I ALLED — CAP CURRENT FEED LINE
1707.13
C \ \ \\ ! \,`� !1 \ 75— g�-31 %10 I TOP EDGE OF SLOPE C
_ \ _ I ` �T POLE EL 1721.42
EDGE OF\LOPE J' &al ////I�� I __ _ 8 \
EL 1779.42. 43
\\ 18 I I EXR TOX OW IN
OPELO E6
/ 10
ROAD
/ CENTERLI L ��. TEST PIT 3 1. B 2 --- 20 \
REPLACEMENT 1712.59 _ SHOP SEWER SYSTEM
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EDGE OF ROAD 'r.�-'--_- 11--{
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L 1717.45 --- -- r---_._._._. WATER LINE
/ \ \EL CAp ENTERLIN \ I' 1�--- .____--`._ -- —._._._l. --_._._._._.---------``_�\\ EDGE OFROAD
EL 1721.1.63 —`--------_.��
— - _ - - TOP EDGE OF SLOPE
\ 50 FOOT RADIUS CIRCLE —� EL 1723.72 %
`\ FROM ROADSIDE DITCH
IF REPLACEMENT DRAIN FIELD IS USED POTABLE WATER LINE
REMOVE ROADSIDE BERM TO PERMIT
CONTINUOUS DRAINAGE ALONG ROAD
B REMOVING THE NEED FOR THE DITCH B
— ._._. ._._. ._._._ -------- ._._._._. ._._._._._GATE POST -_. ._._. ._._._ ____— .____ ._._._._.. ._._._...
-
-Slope Sail Away From END EL 1701.10
Ground Under Bldg EL 1704.4
-Cov r with 2 inches of 2"m us ro k j'
tal F' be no mare than 6"at stemwalH Too pf Stemwall EL 1706.1 2"IRRIGATION LINE
tprmt 16_H52'
CH 80 EFFLUENT
'" IN 4"SCH a0 CHASER REFERENCE DRAWINGS
LLJ
Existingteel 1 '�_ 'y - FENCE LINE
B.ilding §HUTO F VALVE 17 A'1 EL 1701.51 15 EFFLUENT J
Slab EH.1701. FX INT HOUSE 1" 1 PRESSURE
LINE _
TELEPHONE 0
PHONE SERVO 111•' 26 , _i LINE F_
TAP INTO EXISTING 1"SCH 80 I` EPTIC PUMP CONTROL 15 _ ._._._._ ------ Q
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HOUSE u °z —_._._._._
1"SCH 80 PUMP
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1" --
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! RAIL CROAD TIE C
Gate _eas EL 1698.04 OXBOW FISH HATCHERY DORMITORY
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supply SEWAGE SYSTEM 0 z A
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AS BUILT
Potable Water From Power Pla �////I'ELD
LAC ME D AIN IDAHO POWER COMPANY BOISE, IDAHO
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p SCALE: NTS DATE: 10/09/2013
C DS.RG APPROVED 20 D-1349261A
B DR.RG ,
5 4 3 2 REV.CH.RG 1 SHT. 1 OF 2
file: C:\BC-WORKSPACE\HDJ8668\M-SUTTON,D-ENGVAULT\MASTERS\GENDESDOC\20\OBFH\92\1349261A.DWG saved: 04/25/14 10:48 by: HDJ8668

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01 TITLE SHEET,LOCATION MAP,AND INDEX TO DRAWINGS zz
02 CONSTRUCTION ACCESS AND STAGING PLAN
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03 INTAKE RETROFIT OVERALL PLAN ' �w.
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04 TEMPERATURE CONTROLLED SHED ENLARGED PLAN AND DETAILS 2 gm
05 ENLARGED RETROFIT PLAN o
06 SECTION Y o t zo
07 SECT ONS a U c az
08 DETAILS 2 ; d zo
09 DETAILS .o J
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WYOMING J Q X
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LOCATION MAP VICINITY MAP AS NOTED
AS
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ORIGINAL DRAWING.
0-1"
DATE 27-MARCH-2013
PROJ 467500
DWG 1
SHEET 110
F 9
FILENAME: Filename PLOT DATE: 3/25/2013 PLOT TIME: 12:01:34 PM

1 2 3 4 5 6
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GENERAL NOTES:
1. ACCESS TO SITE PROVIDED FROM BROWNLEE HWY 4. MINIMUM STRUCTURAL DESIGN IS SPECIFIED
VIA SPILLAWAY AND FISH HATCHERY ROADS FOR SELECT ITEMS
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2. DATUM:NAVD88 5. SEE UNDERWATER DIVING VIDEOS FOR BETTER
UNDERSTANDING OF RIVER BED AROUND INTAKE G a
3. FOR LODGING OPTIONS SEE SPECIAL CONDITIONS. OO
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0-1"
DATE 27-MARCH-2013
PROJ 467500
DWG 2
ISHEET 2 OF 9
FILENAME: Filename PLOT DATE: 3/25/2013 PLOT TIME: 1:34:21 PM

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NOTES:
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1. CONTOURS ARE 1 FT
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EXST ¢ ° o
HATCHERY ° 2. AS-BUILTS OF STRUCTURE WILL PROVIDED \� �
FENCE TO SELECTED CONTRACTOR IN ACAD FORMAT. OG a
3 A RBURST CLEANING SYSTEM SHOWN ONLY FOR
ILARITY.BRUSH CLEANING SYSTEM ALSO
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/EXST UG TELEPHONE ACCEPTABLE.SEE PERFORMANCE SPECIFICATION.
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A TO SLEEVE PIPING AND CONTROL A� CABLE // // n`.,, ° O ° ° 4 B NEATH ACCESIPC WILL INSTALLS ROAD FOR CONTRACTOR TTODUIT
USE AS a
w�O�O ,A EXST UG 2"PVC // / '0 O 0'� CONITROL NGS MODULE TO TEE SCREEN.CO DU TIRE WILL R EM
0
.rP���9 SEWER LINE BURIED APPROXIMATELY 30". m 0
-�Q�� 5. ASSUME(2)22.5°ELBOWS WILL BE REQUIRED TO
/ / ° r� ALIGN PIPING WITH IPC INSTALLED CASING. 0
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/ / - a' ° ° •p• 6. THE TWO EXISTING OVERHEAD SERVICE LINES CANBE REMOVED a o
PC PRIOR TO PILE DRIVING.
CONTRACTOR BSHALL COORDINATE TIMING z w
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4 O 7. PER SPECIAL CONDITIONS,CONTRACTOR SHALL a
COORDINATE IPC'S INSTALLATION OF ELECTRICAL i o gA, PUMP TE CRE p
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/ 4- O a PLACEMENT.IPC CAN ALSO PROVIDE TRENCHING FOR
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8. VERIFY PRECISE BUILDING LOCATION IN FIELD WITH IPC. Lo
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o-1.
DATE 27-MARCH-2013
INTAKE RETROFIT OVERALL PLAN PROJ 467500
DWG 3
SHEET 3 OF 9
FILENAME: Filename PLOT DATE: 3/27/2013 PLOT TIME: 8:54:58 AM

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THREE POST = 1 m 0
14'-0" 6'-0" ENTRANCE
DEMOLISH EXISTING FENCE APPROXIMATE SIGN
VERIFY WITH IPC
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1. MAX INSIDE SQUARE FOOTAGE OF BUILDING SHALL BE 150.SEE FOR FLOOR PLAN. @ 12"O.C. 6
2. FENCE SHALL MATCH EXISTING 9 1/2-FT HIGH CHAIN LINK PROVIDE 18"OF #4 CONT 6"MIN LAYER OF
INSULATED BLUE COMPACTED NOTES:
D 3. COORDINATE DOOR SIZE TO ACCOMMODATE INSTALLATION AND REMOVAL OF AIR BURST MODULE BOARD AROUND STRUCTURAL w
(IF APPLICABLE) PERIMETER OF FILL,SEE NOTE 1 1. ASSUME 10 CY OF 3/4"CRUSHED ROCK
FOUNDATION STRUCTURAL FILL MUST BE IMPORTED
4. RELOCATE ENTRANCE SIGN ADJACENT TO CONSTRUCTION AS DIRECTED BY IPC. TO ATTAIN FINISHED ELEVATION OF
WORK INVOLVES DIGGING EXISTING SIGN POST(3)AND RELOCATING.(PHOTO 4) CONCRETE PAD AND TO BE USED AS AS NOTED
N PIPE BEDDING
VERIFY SCALE
TEMPERATURE CONTROLLED SHED ENLARGED PLAN &_�CONCRETE PAD 2. EXISTING GRADE1702 VARIES BETWEENFT aAR IS INAL DRAWING.
G.
ELEVATION 1702 FT AND 1704 FT ORIGINAL DRAWING.
oar
S
DATE 27-MARCH-2013
PROJ 467500
DWG 4
SHEET 4 OF 9
FILENAME: Filename PLOT DATE: 3/26/2013 PLOT TIME: 3:58:57 PM

1 2 3 4 5 6
d
NOTES:
\/ 1. RETAIN AND PROTECT IPC RIVER FLOW MONITORING
PANEL. h
a 2. IPC WILL EXTEND IRRIGATION DISTRIBUTION PIPING. 0`` �
3. CONTRACTOR SHALL SUPPORT BOTH THE 36-INCH OGV a
O 45 DEGREE ELBOW AND TEE SCREEN USING EITHER Q
OPTION 1 OR OPTION 2 PER THE CONTRACTOR'S
PREFERENCE AND AS DETERMINED/REQUIRED BY
THE STAMPING ENGINEER FOR LOADING SCENARIOS. s
A
4. CONTOURS ARE 1 FT. > w
a �
y �
• m o
�680
PUMP COTE SCREEN >
I I Z
oo�
B /7r C Q a u
7 I 7 O�o
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> U as
W Z ow
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ELECTRI PANELSAND
REPLAC WITH DISCONNECTS '3
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R PIPING NO CONDUIT 0 0 0 0 0 0 0 0 I w g w i
S PORT O EXISTING O 0 0 0 0 0 0 0
STE L TUBE EMBER 00 0 0 0 0 0 IPC WILL RELOCATE I p r o
VIA ELDING IPE aLL
SUP ORTS R SIMILAR 000 O 0000 EXISTING CHECK VALVE
0
00000 000 AND PUMP CONNECTIONS O
000000 O 0 000 00000 GROUTBAGS Z o oz
0000000 O 000 00000 TEE SCREEN .w
-- 4499_4_49 = _ -_-- ------ 0 ----_ - OPTION 1: No
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D0000000 00000 i i p p --- _ PIPE SUPPORT z 3 d N zo
D000000000 00000000000000 0 0 (NOTES) w z o �`
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0 0 I OPTION 1:
HP10x57,
TYP 2 PLCS
W/LATERAL
BRACING
(NOTE 3)
PC C NNE
TO E STIN 2" J
STE PIPI G a TRUNCATED CONE
DEBRIS DEFLECTOR I w—
IP ILL EMOVE ON UPSTREAM END a: C7 ILL Z
ISTIN IRRIGATI N 0 0 Q
LIMP ODIFYIN PIPING IRRIGATION PUMP J
a w
MAIN HATCHERY PUMPS a
CASING ATTACHED TO
Z
IRRIGA ON HORIZONTAL HEADER ° ° °o W
DIST UTION
PIPIN (NOTE 2) PUMP CAN CROSS °
SUPP RT AS BRACING,OR SIMILAR
NE SSARY
v
INTAKE STRUCTURE REINFORCING
HP10x57 PILE WITH STEEL STUDS g
D WELDED TO EXISTING INTAKE,
FOR ADDITIONAL REINFORCEMENT 4
8
° AS NOTED
O VERIFY SCALE
ENLARGED RETROFIT PLAN BAR INCH
ORIGINALINAL DRAWING.
DATE 27-MARCH-2013
PROJ 467500
DWG 5
SHEET 5 OF 9
FILENAME: Filename PLOT DATE: 3/26/2013 PLOT TIME: 3:49:48 PM

1 2 3 4 5 6
NOTE:COLUMN SUSPENDED APPROXIMATELY
2-INCHES ABOVE RIVER BED. w
SEE UNDERWATER DIVING VIDEO.
NOTES: Gj w
1. CONTRACTOR SHALL SUPPORT BOTH THE 36-INCH
RETAIN AND PROTECT 45 DEGREE ELBOW AND TEE SCREEN USING EITHER
OPTION 1 OR OPTION 2 PER THE CONTRACTOR'S \�
PREFERENCE AND AS DETERMINED/REQUIRED BY G a
THE STAMPING ENGINEER FOR LOADING SCENARIOS. O
RELOCATE GREY CONDUIT O
TO STRUCTURE'S NORTHERN 2. CONTRACTORS SHALL BASE THEIR BID FOR PILE
VERTICAL LEG.IPC WILL DRIVING ON A DRIVEN DEPTH OF 20-FT INTO EARTH
PROVIDE DIRECTION AND CONSISTENT WITH THE WELL LOGS PRESENTED AS ❑ ry
A CLIPS WHEN CONTRACTOR SUPPLEMENT TO THE PERFORMANCE SPECIFICATION.
IS READY TO RELOCATE PILE DRIVING THROUGH RIVER COBBLES SHOULD BE a
EXPECTED TO ATTAIN A 20-FT EMBEDMENT.PILING
HSS MEMBER TO BE CUT SHALL BE CUT SO NOT TO EXTEND BEYOND WHAT IS
NECESSARY FOR SUPPORTING PERTINENT PROJECT m ❑
BY CONTRACTOR AS ELEMENTS.
DIRECTED BY IPC _
3. AT THE CONTRACTOR'S DESCRETION,CAN BE
MANUFACTURED AS ONE PIECE. >
a o
PHOTO 6 PHOTO 7 a �=
Z w�
NTS NTS a�
ACTUAL MAXIMUM OXBOW TAILWATER WSE 1703.03 cal F o
1/1/2010THRU 1/9/2013 mono
�s
--— ————— ——— _ �o
Ns
> U a<
w
z
z yk
a LL�
a�
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B i 8"IRRIGATION ❑ as
PUMP CASING Lu
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BEYOND iF
4 � o
cz
8 o Qo
MUD VALVE ACTUATING STEM SECURED TO Z ao
IRRIGATION CASING WITH A 2-INCH OPERATING p 'o rc a
NUT.PROVIDE ONE TEE BAR TO IPC FOR OPERATION WSE 1694 Z z z
qo
8.76 INCH O.D. STAFF GAUGE TO BE REMOVED BY CONTRACTOR. 20
ROUND TUBE COORDINATE TIMING WITH IPC WHEN DIVERS ARE o 3
PRESENT TO RELOCATE STAGE BUBBLER ON o z
STAFF GAUGE.CUT 1 1/2 x 1 1/2 HSS MEMBER WHICH
SECURES STAFF GAUGE(PHOTO 6)IN LOCATION
3 DIRECTED BY IPC EXPECTED RANGE w.
PUMP CAN COVER OF WSE DURING 2 m
8 CONSTRUCTIONo w o. w o
L E L 20
cv U a az
LATERAL LOADING co 2 3 °' N zo
SUPPORTS FINISHED RETAIN AND z a° o �a
CONNECT TO EXISTING FOR PUMP CAN, ELEV 1689.13 PROTECT 0EQU PM NT _ o
ro o
STRUCTURE'S 3 'a
HORIZONTAL MEMBERS
24"MUD VALVE 5 WSE 1688 x ~U
O
(EMERGENCY 9 C7 ACTUAL MINIMUM OXBOW TAILWATER WSE 1687.52 z
C BYPASS) — 1/1/2010 THRU 1/9/2013 w
'7 DESIGN MINIMUM WSE(cD INTAKE 1686.45 o
o
o
6.88 INCH O.D. TEE SCREEN 3 w
ROUND TUBE 9
1 PUMP CAN
OPTION 1:HP10x57,
8 TYP OF 2 WITH
CROSS BRACING
(NOTE 1)
AIR PIPING,
® SUPPORTAS J z
�I I/ REQUIRED O
'yam � r
OPTION 2: c: LLI
HP10x57 WITH U)
PIPE SUPPORT
AND STRAP
2 TURNING ELBOW (NOTE 1)
TO PUMP BELL
8 TRANSITION PIECE
(NOTE 3) 1 1
RIVER BED ELEV t1677.28
I �
D
I I TURNING
J 9 ELBOW
3) 1_ HORIZONTAL w w
HEADER N w 0 36"ELBOW 8
AS NOTED
GROUT BAGS 9 m Z VERIFY SCALE
(OR SIMILAR) SECTION w BARISONE INCH G.
COLUMN REINFORCING PILE 0 RIGINA ;
OA 1/2"=1'-0" AND GROUTED CONNECTION
NOT SHOWN FOR CLARITY, DATE 27-MARCH-2013
4 SEE PHOTO 7 FOR PROJ 467500
EXISTING CONDITION
DWG 6
SHEET 6 OF 9
FILENAME: Filename PLOT DATE: 3/27/2013 PLOT TIME: 8:56:06 AM

1 2 3 4 5 6
d
w
0
oGJ
O
A U
Q �
m 0
>
a o
¢ Z M-
wH
ox
Q ao
m m<0
UN
Z KO
0 = Wj
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A
z
o Z Nk
a LL�
N Oj
zo
wF
�3
z'U
0 zw
IPC WILL AIR PIPING AIR PIPING B o -o
EXTEND OR CONDUIT OR CONDUIT a a
IRRIGATION Lu ai
PIPING IPC WILL EXTEND iF
IRRIGATION w.o
PIPING F 2 oa
¢cl o
a0
w
Z
O�
IRRIGATION Z w oz
PUMP CASING z F
No
MUD VALVE oo
ACTUATOR
STEM 3
oz
d aw
U
2 ' g m
STEM CENTERING PLATE AND a r
SUPPORTS ASREO'D.WELD Y o t zo
TO IRRIGATION PUMP CASING :2 U a a z
zL
2 3 3 N '
LATERAL BRACING x a° .o �a
O o
_ 3 a
o fU
x
PUMP CAN - — O
e F
w
C PUMP CAN wm
8 3 TEE SCREEN o
9 o
0
TURNING ELBOW/PUMP BELL w
TRANSITION PIECE 8
COLUMN BEYOND,
GROUT BAGS STACKED SEE PLAN AND
TO HEIGHT OF HORIZONTAL FOR LOCAL
6
HEADER,BOTH SIDES CONTOURS
J� >
SNAKE
'� RIVER BED z Z
RIVER O ® �� RI SECTION, w O
i1 RIVER BED 2 x
ATINTAKE ¢
\� STRUCTURE ("")
RIVER BED AS INDICATED 0 W
IN
2 9 6
GROUT TURNING ELBOW HORIZONTAL
GROUT HEADER
BAGS 9 BAGS BEYOND 1
BEYOND
ASSUME PILING 8
D DRIVEN TO H-PILE,
20-FT DEPTH H-PILE, OPTION 2
OPTION 1 (SEE SHEET 5)
(SEE SHEET 5)
AS NOTED
B SECTION C SECTION VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
4 4
DATE 27-MARCH-2013
PROJ 467500
DWG 7
SHEET 7 OF 9
FILENAME: Filename PLOT DATE: 3/26/2013 PLOT TIME: 7:03:56 AM

1 1 2 3 4 5 6
4'-0" 4"FLANGE d
w
N
STEEL RIBBING PER MANUFACTURER,SKIP WELDED AS x x
RIGIDITY DURING INSTALLATION LATION ED FORx x N0,1E1 Cj.\��``- x
AND ONCE IN PLACE + OO V a
x +
PUMP CAN SHALL BE CONSTRUCTED s
A OF 3/16"THICK STEEL PLATE,MIN x x x x ❑
+ + + a w
tr
w TOP m
Z
LL
LL
COORDINATE ❑
a FLANGE WITH a 0
HORIZONTAL - 18" Q
HEADER Q NOTE 1 ZO w�
w w
0
❑ � ❑ Q dU
M z ih Z O FO
TO TRANSITION m ono
iv 3/16"THICK
STEEL PLATE,
MIN Q wo
m = 5
6'-5" 7,_0„ > U
INSIDE 24" w ZO U
a NE
SECTION SECTION A-A SECTION B-B SECTION a�
7,_0„ m 05
INSIDE ~w?
A =3
+ + + + + + + + + COORDINATE FLANGE Nw
B F F I AND BOLT PATTERN ❑
22
+ WITH TURNING ELBOW w a
w aw
COORDINATE FLANGE + + af
WITH COVER 3„ 24�� ❑-0
+ w az
w TYP NOTES: ❑ a
o g + a + p ro
v z N 1. DOWNSTREAM FLANGE OF TRANSITION PIECE SHALL a
+ + BE FABRICATED AFTER FIELD MEASUREMENTS ARE Z a°�
+ + TAKEN BY THE CONTRACTOR AFTER IPC REMOVES O w oz
THE PUMPS.THESE MEASUREMENTS WILL BE TO VERIFY Z ❑ z
+ + THE BOLT PATTERN AND FLANGE OUTSIDE AND INSIDE ro°
DIAMETER OF THE PUMP BELL.IPC WILL PROVIDE A TIME zo
+ + + + + + + + + FOR THESE MEASUREMENTS TO BE TAKEN PRIOR TO THE
CONSTRUCTION PERIOD.A STANDARD C207 FLANGE FOR 3
AN 18-INCH PIPE SHOULD BE ASSUMED FOR BIDDING z
BOTTOM PURPOSES. ?
U
2. AT THE CONTRACTORS DISCRETION,TURNING ELBOW 2 c w m
B II I B AND TURNING ELBOW-PUMP TRANSITION PIECE CAN in f0 °
A BE MANUFACTURED AS ONE ELEMENT. c a E a z
TURNING ELBOW -
PUMP CAN 2 PUMP BELL TRANSITION PIECE x a
= O c° m of
3/8"=11_0"
3 v xx
° ro
VAR VAR x
7,_8„ O y
r
z
0
C
0
°
0
+ + + + + + + + - + + + + + + +
N
W
+ +
1/8"STEEL
PLATE,MIN
+ +
N BRUSH STRIP I
(V
+ ,,2, + i I
+ + 24"
+ NOTE J
8-INCH
IRRIGATION COORDINATE LL J
PUMP CASING O
NOTE 3 I FLANGE WITH m Q
Lu
TEE SCREEN w Lu
2'-1 1/8" 2'-1 1/8
NOTE NOTE a
3'-2 1/2" NOTE: w
1. FIELD VERIFY DIMENSION AFTER PUMP CAN INSTALLATION
PROVIDE ANGLE IRON 1\�
OR LIP ON LID TO BOLT 2. PROVIDE A MIRRORED SECTION OF THIS DETAIL
MIRRORED SECTIONS ui
TOGETHER 3. FIELD CUT TO PROVIDE 0.069"MAXIMUM OPENING COORDINATE FLANGE
D AROUND PUMP COLUMN.FIELD TRIMMING MAY BE I WITH HORIZONTAL NOTE:
REQUIRED.TACK A BRUSH STRIP AROUND OPENING HEADER COORDINATE FINAL DIMENSIONS
PROVIDE AND LOCATE TO CLOSE GAP IF RESULTING CUT IS OVERSIZED. FLANGE WITH CAN BE ALTERED t 3"
LIFTING LUGS AS REQUIRED OUTSIDE DIAMETER OF PUMP COLUMN IS 18-INCHES. HORIZONTAL BY CONTRACTOR
TO INSTALL LID SECTIONS HEADER AS NOTED
PUMP CAN COVER IRRIGATION PUMP CASING 36" 450 ELBOW BAR R1FY ONE I CHLON
ORIGINAL DRAWING.
VAR VAR VAR DATE 27-MARCH-2013
PROJ 467500
DWG 8
SHEET 8 OF 9
FILENAME: Filename PLOT DATE: 3/26/2013 PLOT TIME: 7:05:01 AM

1 2 3 4 5 6
d
A 1 AT
5 0 w
NOTE NOTE:
4-4" ARRANGED FOR ATTACHED
NOTE ELEMENTS TO FIT BETWEEN
i B INTAKE STRUCTURAL MEMBERS. 0
V
0 OG
N z O N
W
2
A C 1 o M F- - — o Q-1 C ry
O i+> z a
INSIDE WALL OF
D � z- - 1-- I D TURNING ELBOW a O
J
B mo
R 26" N >
PLAN a
OUTSIDE R 11"I�" 125" a z w
WALL OF
A TURNING RQ3 °D NOTE 0,
ELBOW o
7'-0" 4"FLANGE MIN � w U F o
MATCH BOLT PATTERN 3/16"THICK z_ m
AND SIZE WITH PUMP CAN STRAIGHTENING �g
VANE _—_— — — — —_ �S
M O wo
Z> = Nj
H Lu U as
36 M O it
z z
a w
- - - BOLT PATTERN AND SIZE TO MAT CH F o0
36"45°ELBOW SECTION PLAN VIEW
w�
�3
SECTION A-A SECTION B-B Nw
B 24" 36" 40" o -o
za
9" pO°Oo NOTE4 jai
a?,
23/4" COORDINATE FLANGE o
i>
8"NOMINAL PIPE W/C207 24"NOMINAL PIPE W/C207 AND BOLT PATTERN I ❑o a
1'-6" CLASS B FLANGE,MIN- 1_9„ CLASS B FLANGE, WITH TURNING ELBOW- T- — - o p o
COORDINATE BOLT PATTERN COORDINATE BOLT PATTERN PUMP BELL TRANSITION
WITH IRRIGATION PUMP CASING WITH MUD VALVE + + + + + + + PIECE ° z
O O o
3/16"STEEL PLATE,MIN I 3/16"STEEL PLATE,MIN + o°°°°°°°°° Z z z
N IR BURST PIPIr I r ,-- + + PROFILE VIEW FRONT ELEVATION VIEW (I EMPLOYED)NG oo
+ + w 03
z
N + + N z
p
+ + NOTES:
1.SCREEN SLOT WIDTH 0.068 IN 2 c m
n ° o
2.SCREEN FRACTIONAL OPENING 49.28% Y o o t zo
��II a1 3.SCREEN THROUGH SLOT VELOCITY:-MAX.0.40 FPS =-
OUTSIDE 0 3 ; p
TURNING PLAN NOTE: 4.DIMENSIONS AND DESIGN TO BE VERIFIED BY MANUFACTURER cLi x a° o 1a
VANE . ' . m O o °0 of
SECTION C-C SECTION D-D INSIDE TURNING ELBOW WALLS AND 5.DETAIL SHOWN FOR AN AIR BURST CLEANED TEE SCREEN FOR 3 a u
FLANGE SHALL BE 3/16"THICK CLARITY ONLY.BRUSH CLEANED SYSTEM ACCEPTABLE,SEE o r
TURNING MINIMUM PERFORMANCE SPECIFICATIONVANE . x
O y
z
C
HORIZONTAL HEADER TURNING ELBOW &3PT-V�0"
SCREEN o
p
3/8"=1,_0„ 1 1'_6" o
N
VAR VAR VAR w
a
FITTING TO
INSERT
GROUT TUBE 2"SQUARE OPERATING NUT
1/8"PLATE W/POSITION INDICATOR
3/4"-4"LONG HEADED STUDS O O
WELDED TO BOTH H-PILE AND STEEL STEM SHAFT,PAINTED ABOVE r J_
INTAKE LEG.PROVIDE 3 ROWS MINIMUM DESIGN WSE.SUPPORT AND LL
OF FOUR STUDS EVENLY 48"PIPE PROVIDE CENTERING PLATES WELDED = 0 Q
SPACED IN GROUTED SECTION O TO IRRIGATION PUMP CASING AS REQUIRED. H- Lu
O =3
19
a � p
N 4 "HAND"EXCAVATE
FLANGE O 4-INCHES RIVER
O COBBLES TO
KEY IN PIPE FORM
TWO HALF 48"PIPE SECTIONS
D CONNECTED UNDER WATER
PROVIDING FORM FOR GROUT
PILE DRIVEN 20-FT
NOTE: INTO RIVER BED
GROUT PIPE FORM FULL.COVER WITH NYLON Ll AS NOTED
GROUT BAG OR EQUAL DURING GROUT FILL. VERIFY SCALE
PLAN MEASURE GROUT PUMPED CONTINUOUSLY SECTION
DURING INSTALL TO ASSURE PIPE FORM DOES BAR IS ONE INCH ON
NOT OVERTOP ORIGINAL DRAWING.
obi^
INTAKE STRUCTURE REINFORCING HP10x57 PILE 24" MUD VALVE DATE 27-MARCH-2013
PROJ 467500
VAR VAR DWG 9
SHEET 9 OF 9
FILENAME: Filename PLOT DATE: 3/26/2013 PLOT TIME: 7:05:55 AM

2 2 3 4 5
y5 i
DEBRIS DEFLECTOR
140 All Im in JP'J v
16 in MIND,
0000000
0 0
0 0
0 0 ---------->
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0 0
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°
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°
PLAN VIEW
04"AIRBURST INLET NOTES:
1.OWE(1)SCREEN OF THIS CONFIGURATION WILL BE CONSTRUCTED
2.SCREEN CAPACITY IS 8,078 GPM
036" OUTLET FLANGE 3.SLOT WIDTH 0.069 IN,90 WIRE
TO MATE WITH AWWA C-207, CLASS D 4. MAXIMUM APPROACH VELOCITY IS 0.4 FPS
S.SCREEN CAPABLE OF WITHSTANDING 10 FT DIFFERENTIAL HYDROSTATIC PRESSURE
6. MATERIAL TO BE 304 SS
7.SCREEN TO BE 3ACQUELYN COATED
8. FABRICATED BY ASME CERTIFIED WELDERS
9.SCREEN VELOCITY SUPPORTED BY PHYSICAL MODEL,LAMINAR FLOW ANALYSIS,AND CFD
10.ALL STRUCTURAL BUTT WELDS TO BE FULL PENETRATION AND FILLET WELDS SHALL BE THE
THICKNESS OF THE THINNER COMPONENT
e �40 In TV
e
34I
3
n 36 In
I
i
e ® ® a e
®COOK LEGACY
WATER & ENERGY
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8 8
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w 4V INCLINATION 45°INCLINATION 2= 'AM D
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PART Mkt TITLE onoN Qrr
80041-312-PN1 SCREEN ELEMENT 36"OD X 40"LONG SCREEN ELEMENT,0.069 IN 2 0
. SLOT 0.09 WIRE
80041-312-PN2 END RING 3/16"X 13 8"304 SS BAR ROLLED TO 36 3 8"OD 4
80041-312-PN3 END PLATE 3/16"X 36"OD 304 SS PLATE 1 COOK LEGACY
80041-312-PN4 SUPPORT RING 4"X 1"304 SS BAR ROLLED TO 33 5 OD 2 WATER s ENERGY
`� A UNt Of Hants Snell
= PROFILE VIEW 80041-312-PN5 FLOW MODIFIER PIPE 304 SS NOT SHOWN 2
NOTES: 80041-312-PN6 MODIFIER PLATE 3/16"X 36 3/4"X 181/8"304 SS PLATE 26/6/2013
0�
N 1.WELD SUPPORT RING TO EVERY SUPPORT ROD 80041-312-PN7 OUTLET SECTION 3/16"X 18.5"X 112.38"304 SS PLATE ROLLED TO 1 ~ M
2.WELD END RING TO EVERY SUPPORT ROD 36"OD moNN D NAPPFOWCOOKfff
z 3.ALL STRUCTURAL BUTT WELDS TO BE FULL PENETRATION 80041-312-PN8 TEE RUN 3 16'X 43"X 112.38"304 SS ROLLED TO 36"OD 1
AND FILLET WELDS SHALL BE THE THICKNESS OF THE 80041-312-PN9 OUTLET CONNECTION FLANGE 36"OD 304 SS PLATE FLAME,BOLT PATTERN TO 1 OXBOW HATCHERY
THINNER COMPONENT MATE WITH AWWA C-207 CLASS D
N 80041-312-PN10 DEBRIS DEFLECTOR 3 16"THICK 304 SS PLATE ROLLED TO 36"OD 1
4.WIRE SHALL BE 0.09 INCHES WITH 0.069 INCH SLOTS.THE OPEN AREA 80041-312-PNii DEBRIS DEFLECTOR CAP 3/16"THICK X 3 3/8"OD 304 SS PLATE i
SHALL BE A MINIMUM OF 27%. SLOT SIZE SHALL BE CONTROLLED AND 80041-312-PN15 AMBURSTASSEMBLY 304 SS NOT SHOWN i
TEE CONINUOUSLY MONITORED DURING MANUFACTURING. 80041-312-PN18 LIFTING LUG 4"x,?x i/2"304 SS PLATE 3 INTAKE
N S. DETAIL OF INTERRNAL FLOW MODIFIER TO SUPPORT VELOCITY PROFILE AND 80041-312-PN19 OUTLET CONNECTION BOLTS 11/2"OD x 7"LONG 304 SS HEX BOLT 32 M1B0fr
INTERRNAL AIRBURST DESIGN NOT SHOWN AS THESE FEATURES ARE PROPRIETARY 80041-312-PN20 OUTLET CONNECTION NUTS 1 OD 304 SS HEX NUT 32 2000 ANSI D
"
owWrnq
TO COOK LEGACY 80041-312-PN21 OUTLET CONNECTION WASHER 11/2"OD 304 SS WASHER 64 80041-312-2 0
6.COOK LEGACY TO PROVIDE THREE PART SLING FOR LIFTING PER SPEC 2.8 C 8W41-312-PN22 OUTLET CONNECTION GASKET 36"OD- THICK RUBBER GASKET 1 Mi-312-2SJO