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CONSTRUCTION CONCRETE SLAB a ai E
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CD Cu
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ATTACH INTO EXISTING REMOVE CONCRETE ANGLE AND 1 SECTION OF cci
CONCRETE STRUCTURE APPROXIMATELY 7 \ JERSEY BARRIER n N 3
FEET TALL Cu
INSTALL 9 LF OF 12" CLASS 4 10 0 10 Cu 3
6" GRAVITY IRRIGATION of CONCRETE PIPE I I c > 3
INSTALL CONCRETE o o pa >FROM IRRIGATION CANAL PROPOSED 60" `* 12" PIPE INV=2540.87 +m INSTALL CB-100 30" MANHOLE PER
HORIZONTAL SCALE: 1"=10' q m W
WET WELL 3 & WATERMAN C-10 `� SETTLERS IRRIGATTON DISTRICT. uz.N to
2"x2" NOTCH 2"x2" NOTCH of CANAL GATE O INSTALL 13 LF OF 12" CLASS 4 > tmri
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SCREEN STRUCTURE m 6" GRAVITY _ _ _ - _ _ J o CONCRETE PIPE INSTALL 8 FEET OF 6" ASTM 3034 H m `n
w IRRIGATION PIPE SDR 35 GRAVITY IRRIGATION PIPECS
---TO IRRIGATION CANAL PRESSURE PUMP N d o m O
6' ASTM D-3034 SDR-35 PVC STATION SKID TO N N
6" GRAVITY IRRIGATION 0 BE PROVIDED BY INV. IN= d -
OTHERS 2539.33
+ o +
2" FILTER FLUSH - 12" � I O�` f�
LINE TO WASTE HIGH WATER MARK: 2542.8
1-1 2" SCREEN SUPPLY " INSTALL PRESSURE AC z
g 60" WET WELL-PRECAST 12" PIPE INVERT=2540.62
o IRRIGATION BOOSTER .7 '.. z
POWER SUPPLY LINE STATION BY OTHERS. "r
BY OTHERS) CONCRETE WITH INTEGRAL BASE Ur
ARMOR PIPE ENTRY TO CANAL Pi
( AND TYPE A2 BACKFILL W/ ANGULAR ROCK A MINIMUM FEr
6" I PIPE OF 3' AROUND PIPE AND
PRESSURE IRRIGATION CON SKID LAB. C COATED) WITH REINFORCED
EXTEND TO CANAL FLOOR m INSTALL t l LF IF 12" CLASS 4 PIPE J
CONCRETE SLAB. SLAB TO BE REINFORCED
C A WITH 6X6 W1.4xW1.4 WITH 2" CLEAR FROM
TOP OF SLAB. PROVIDE SAW CUTS 1/4" DEEP Pump Station Plan View
PROPOSED 4' PRESSURE IRRIGATION AT MID SPAN EACH DIRECTION OF SLAB. SCALE: 1" = 10'
A
Keynotes: I 9.5'
A. 6" 99 FLG BEND ? ��
6" FLJ BY MJ GATE VALVE WITH RESTRAINED JOINT Pump Station Wet Well o
4" BY 4" FLG REDUCER 1�
4" FLG BY MJ ADAPTOR WITH RESTRAINED JOINT NOT TO SCALE ��
4" FLG BY MJ ADAPTOR WITH RESTRAINED JOINT p
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B. 6" 90' FLG BEND (SET VERTICAL)
6" FLG BY MJ ADAPTOR WITH RESTRAINED JOINT Pump Station Connection Detail
---
C.4" 90' FLG BEND TOP OF TANK TOP OF SCREEN BOX I
2-4" FLGxMJ ADAPTOR W/ RESTRAINED JOINT 2544- --- - - _ ELEV.= 2543.77 NV 2544.00 ---- -2544
Pump Station lrrigation Connection Detail TOP OF WALL i TOP OF WET WELL = _
NOT TO SCALE L ATION: 2543.52 - _ - _ _ _ - - - - - _ _ _ INV ELEV.254 .00
9'x9.5'x6" CONCRETE SLAB, SLAB TO BE - w o
REINFORCED WITH 6x6 W1.441.4 WITH 2" PRESSURE
PUMP STATION SKIDen
CLEAR FROM TOP OF SLAB. PROVIDE SAW I w d
BE PROVIDED BY
CUTS 1/4" DEEP AT MID SPAN EACH TO OTHERS 2542- - - - --- - _ _: _ ____.� -2542 � a �
DIRECTION OF SLAB. 9 LF OF 12" I
INSTALL 13 LF OF 12" _
16" CLASS 4 CONIC. CLASS 4 CONC.
12" PIPE INV IN=2540.87
CONCRETE PAD & WATERMAN C-10 CANAL-_ ; r o
� PIPE .55%. PIPE 0.54%_
b TOP OF SLAB GATE INV ELEV.t Q M
EL. 2543.00 2�40.83 INV ELEV. f z
2540- i- INSTALL CONCRETE / -2540.76 E f z o 0
STRUCTURE INTO a ( I
O EXISTING CONCRETE BOTTOM OF
U � w �
TANK ELEV.
PRECAST VAULT =2539•77 j € o o
INV. IN=2540.76 60" WET WELL - PRECAST S� z
CONCRETE ( o w m
2538 __ . _� __ _ _______ -- -2538
12" CLASS 3 CONCRETE w �� 6" PVC INCOMING IRRCn
w
PIPE FROM CANAL o I 6" PVC
FROM SCREEN a a o
6" GRAVITY < i TOW WELL STRUCTURE ^� z N
CIPOLETTI WEIR IRRIGATION PIPE w EL=25 8.43 EL=2538.33
2"X2" NOTCH 2"X2" NOTCH N
B TTOM OF WALL of
f 2536- IlON_2536 5D ___ - - __ _ ___ -2536 z
2" STOP BOARDS y o 6" PVC INCOMING IRR
i FROM SCREEN. d
STRUCTURE I BOTTOM OF SCREEN BOX
INV ELEV.=2535.93 ?
*6x3
OUT= EL=2538.33 j
3
PIPE 2534- -2534mW12" CLASS 3 CONCRETE m
PIPE FROM CANAL CLEMONS REDUCER I ¢ '
o0
CLEARWATER
SCREEN CW10
24M 2532- _______ ___ -2532
EL 2522.83 N }
Plan View
EL. 2522.33 m
� 8'-0 T60"r 2530- I -2530
6"
w
TYPE 3/4" MINUS CRUSHED ) w
EL. 2544.00, EL. 2544.00 + GRAVEL COMPACTED TO 95% o € o
Pump Station Section A PER ASTM 1557 € I
EL 2543.50 NOT TO SCALE
o I :
PRECAST VAULT 2528 -_ ____ _.___ _ _ ___ - -2528
t t o
6" GRAVITY IRR TO CANA " GRAVITY IRR FROM CANAL EL=2540.76
EL=2540.7 10 0 10
J
30' BEVEL 2526 _.___ __- w
o HORIZONTAL SCA(E: 1"=10' C) N
6'x3' t�-3.75 ELEV=2542.80 �3.75 I
CLEMONS CLEARWATER REDUCER
SCREEN CW100 24M 6" GRAVITY a ___.__,i
2524- ; ___._.. _� � .. . . __..... Vim__.______.__.._._ �_.__m___ __ _. 3 0
IRRIGATION PIPE w N
o o Mo 1/8" STEEL PLATE BOTTOM OF WET WELL z
CIPOLETTI WEIR. INV ELEV1=2522.33 ; a
6" PVC I ELEV=2542.5 BOLT TO 2" STOP
TO WET WELL I--1.525 � BOARDS - WEIR TO i N L
EL=2538.43
CLEAR BOARD BY ±3" L � I
b n r z
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EL. 2535.93 2522- - -- _
o ; 1
EL. 2535.43 o N - (0w z co
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9.0' Stevens staff gage (style C) mounted flush H + H t a �m a w 'o 3
with weir crest 18-24"upstream. o O O O
II'-i--III-III-III= "=III=III=III=III="'
Weir Dimensions Detail
Profile View NOT TO SCALE SHEET NO
Screen Vault Section 3
NOT TO sc