HomeMy WebLinkAboutC9.50_Pressure Irrigation Plan Pump Station Details CLM
PUMP STATION BY PPS,WITH
SKID&ENCLOSURE.
= QTEB
9 PROVIDE WATER TIGHT SEAL AT LINER
0 1
TOP OF BOX: 2547.75_+ \ PENETRATION. I
±118-LF OF 12"C900 INTAKE PIPE. \\// PROVIDE INTAKE SCREEN AT END OF PIPE.
0 0
ROUTE PER PLAN. \\ SECURE PIPE TO CONCRETE BLOCK
1 ® ® FINISH GRADE WITH (2) STAINLESS STEEL STRAPS 4 MAX FROM
FG: 2545.75± AT EACH LOCATION.
a � LAST SUPPORT � SECURE PIPE TO CONCRETE INTAKE PIPE.
10 MIN BLOCK WITH (2) STAINLESS STEEL
STRAPS AT EACH LOCATION. ,r`,
d d 1 0 1/,01
3" #To
3 7
oCE:
pp w w •. .
p ESTIMATED WATER LEVEL //\ ° • • '°' o °C • ` . •'•. '
EL: 2542.00'± 3 �12 11 „
CONCRETE ISPWC SECTION S 003CSPAC AK FORMIT O'INTERVALS AND AT PLCE AND POUR, PE / z/ / \� CROSS\ SECTION
EACH JOINT. SECURE WITH STAINLESS STEEL STRAPS. \/�/ \C)
NOTES. (SINGLE BLOCK DEPICTED) /.w
N 8 1. CONTRACTOR SHALL RECEIVE APPROVAL FROM CIVIL ENGINEER
4 ° ON FINAL LOCATION PRIOR TO INSTALLATION OF INTAKE SCREEN.
Pond Intake Screen
2 Scale: NTS
41
z d
0 6 7 d REDUCED PRESSURE BACKFLOW
T PREVENTER PER PLAN. GALV. UNION I N N
6
TEE WITH 1"PLUG FOR \/ FINISH GRADE
\/
STRONG BOX ENCLOSURE. FOR 1"AND SMALLER R.P.V. SPRINKLER BLOWOUT BY
USE SBBC-30AL, LARGER THAN 1" R.P.V. USE SBBC-45AL. \/
PROVIDE LOCKING KIT AIR COMPRESSOR. \\\\\
12"C900 FROM POND INTAKE AIR GAP \�
• - - ° /\\\SCREEN TO WET WELL 10"ROUND VALVE BOX
° = z
12"C900 FROM POND /
IE: 2535.00' 10"ROUND VALVE BOX N 10.5"
5 N ° 6 } T 4"THICK CONCRETE \�\ p �� ��p
z LEVEL TRANSDUCER FINISH GRADE I PAD, SIZE AS REQUIRED FILTER FABRIC BARRIER
6' 0 0
d i\ •• �• '• TO PROVIDE 6"OFFSET � O
ENA , ° ° • ' . - 12"CHAMFER AT BOTTOMS OF ALL VAULTS (TYP.) 10"0 CLASS 200 PVC `
d \\ ON OUTSIDE END BRICK PAVERS (1 OF 3)
5 BRICK PAVERS (1 OF 3) \ AROUND ENTIRE \\ \\
5 \i���\\i 8"DEPTH \����` ENCLOSURE. y \ \ 6"DEPTH 3/4"CRUSHED
ISOLATION VALVE. LEEMCO GATE \\ \�\�\y\\�
INTAKE BOX VALVE WITH GROSS TOP \\ i\i��\�\ PEA GRAVEL \\��\i� //\\ AGGREGATE
BOTTOM OF SUMP (LGT11 SS304X). SIZE TO MATCH
EL: 2530.00' # IRRIGATION MAINLINE SIZE. \ i\\�\\��\\\\\/ j \\/ 6"ADS, LENGTH AS REQUIRED
WET WELL Pump Station Keynotes:
1. SKID, 6 THICK CONCRETE SLAB WITH 6 DEPTH OF BASE COURSE PER ISPWC DIVISION 703. SEE DIMENSIONS ON \\ LEEMCO SPIGOT x BELL
PLAN. DOMESTIC WATER LINE i\�\\\ i\ GALV. ELBOW SOLVENT WELD BELL END PVC \/ \\\
PIPE TO SCH. 80 NIPPLE, CUT SELF-RESTAINED, RESILIENT
2. 1-1/2"POLYETHELN FILTER FLUSH LINE ROUTE TO INTAKE VAULT. CONNECTION
\�\ DRAIN VALVE.VALVE SHALL BE OFFSET THREADS OFF GLUED END.
3. 6"POWDER COATED STEEL PIPE WITH FLANGE CONNECTION. CONNECT TO 8"PVC PRESSURE IRRIGATION MAINLINE GALV. NIPPLE LENGTH AS REQUIRED. FROM SERVICE LINE WITH GALV.TEE AND
AS SHOWN ON PLANS. MATCH MAINLINE SIZE (TYP.) NIPPLE.3 BUCKNER VBM BRASS ANGLE DUCTILE IRON TEE
/
4. STRUCTURE BY SITE WORK CONTRACTOR. \�\� \�� VALVE WITH VERTICAL 2"NIPPLE. /
5. 6"DEPTH BASE COURSE PER SPECIFICATION SECTION 31 20 00. EXTEND 12"BEYOND ALL EDGES. ��\\�
6. 12"C900 PVC PIPE. ENSURE WATER TIGHT SEAL AT ALL VAULT PENETRATIONS. �\, 2 CUBIC FEET OF PEA GRAVEL o I
7. ROMAC ROMAGRIP PVC TO FLANGE CONNECTION OR APPROVED EQUAL.
8. CLEMONS INTAKE SCREEN CW800 WITH #18 MESH SCREEN. INSTALL WITH FLANGE COUPLING. ROUTE CLASS 200 PVC MAINLINE
POLY 1-1/2" FLUSH LINE FROM PUMP STATION TO CLEMONS FILTER. NOTES:
1. ALL FITTINGS&PIPING SHALL BE TAPE-WRAPPED SCH.40 GALVANIZED STEEL FROM THE
9. 12"WATERMAN C-10 CANAL GATE. PLACE HAND WHEEL 6"ABOVE TOP OF WALL. CAST IN SPIGOT BACK-RING INTO NOTE:
HEADWALL POUR. POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 1. REFER TO JOINT RESTRAINT CHART FOR MORE
10. COMPRESSED AIR LINE TO POND AERATION SEE SHEET L1.06 LANDSCAPE PLAN -AREA C 2. PROVIDE 3"CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE INFORMATION, DETAIL �
ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES.
Pump Station - Section 3 REDUCED PRESSURE BACKFLOW ASSEMBLY 4 MAINLINE ISOLATION VALVE
1 Scale: 3/8" = 1' SCALE: NTS SCALE: NTS
N I \ APPROVED METAL OR PLASTIC WATER DO
I I NOT DRINK IS TAG WITH NON-POTABLE BOX r
WITH EYE BOLT&WIRE TIE. REQUIRED.
\ I CONNECT TO VALVE
i
x \\ I FIBERGLASS VALVE WATERMAN MODEL 2"CRP-8 CONTINUOUS
I I BOX&COVER OR ACTING AIR VENT&VACUUM RELIEF VALVE y
ao I x I STANDARD MANHOLE VALVE BOX OR EQUIVALENT Cc
cl: I i FRAME AND COVER
x I OR VALVE BOX I I=I I=I I=I I=III=III=III = J
/ I I=11I III=11 ii O
I ,
MAIN LINE i I I— —I I— 2"0 SCH. 40
N I I \ I 24"CONC. PIPE OR PVC _
LENGTH AS REQUIRED — PVC RISER
-II = = I-
x � �
O° O
� I
\ \ I 2"GATE VALVE r
I f \ \ I 2"TAPPING I I I I I ■
I \ \ I SADDLE TRENCH BACKFILL—_ � =III
2"GALVANIZED IRON 6"MIN. ' I— —I ' ■� O
NIPPLE&90°ELBOW IRRIGATION MAIN
— I
cc 2"GALVANIZED ■�
I
NEW
IRON PIPE
1 I 1 =II =11 =11 I =11 =
i
+�� \\ 2"WASHED DRAIN NOTE: —III—III—III—I I I I I—I I
`r I N I \ A2`G� 2 INSTALL MAIN LINE DRAINS AS REQUIRED TO 2"BRANCH TEE
k\ 11821 ROCK MIN. 2 CU.YD. PROVIDE COMPLETE DRAINAGE DURING WINTER O
co y
,\ C9.50 SHUT DOWN OF IRRIGATION SYSTEM.
cc _C3
I I x
k\ �2 G\P•�\ \
I \ \
-0
rain Valve Mainline Air Relief Valve �■■+ M D
+� \ \ ---- 5 Scale: NTS 6 Scale: NTS cc M
co +
1 J
C9.50 o +�� \ Revisions
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I BF �
10' PROPERTY
— — — _ LINE
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
MAX. 24"MAX.
F
I
NON-POTABLE TAG
2 2 2 2 2 2 2 2 2 2 —
223-LF 8-IN PI 2 2 2 2 2 —
777- PIR 8"PIRR 8"PIRR 818
8"PIRR a rirsrs 8"PIRR 8"PIRR 8"PIRR -
4"PVC VALVE
165-LF 8-IN Pl-
RISER W/CAP
z
3/4"POLY PIPE-18"LENGTH MIN.
C"> or 2"FOR COMMON LOTS
IRRIGATION MAIN
E
R/W (SEE PLANS FOR SIZE) $Z014AL/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W- y fVG,
SADDLE
MALE ADAPTER CURB STOP VALVE TO MATCH PIPE SIZE 568
04/15/2025 0
-41
OF
8"W 8"W 8"W 8"W 8"W 8"W 8"W -
`9�ES W.G
3
Pressure Irrigation Plan PumpStation Details Project No: 123200
0 10, 20' Date of Issuance: 4.15.2025
Typical Irrigation Riser
7 Project Milestone: Permit Set
Horizontal Scale: 1" = 10' Scale: NTS
a Pressure Irrigation Plan
Pump Station Details
2-1
C9m5O