HomeMy WebLinkAbout510_Harbor_P0115777_19328_Grading - PlanD.S.D.S.D.S.D.S.D.S.
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1" = 40'
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
RGE 2857
2134 7-31-26
12-31-26
10/22/25
10/6/25
10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
10/6/25
Behrooz Sarlak 10/29/2025
1" = 10'
0 5 10 20
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
1" = 5'
0 2.5 5 10
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Behrooz Sarlak 10/29/2025
1" = 10'
0 5 10 20
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10/6/25
Behrooz Sarlak 10/29/2025
1" = 10'
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PUBLIC WORKS AGENCY
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10/6/25
Behrooz Sarlak 10/29/2025
1" = 10'
0 5 10 20
PUBLIC WORKS AGENCY
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10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
1" = 20'
0 10 20 40
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0 10 20 40
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10/13/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
REFERENCESREVISIONS 10/13/25
Behrooz Sarlak 10/29/2025
1" = 20'
0 10 20 40
PUBLIC WORKS AGENCY
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10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
1" = 20'
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10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
1" = 20'
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10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
REFERENCESREVISIONS
1" = 20'
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0 10 20 40
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0 10 20 40
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10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
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1" = 20'
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10/6/25
Behrooz Sarlak 10/29/2025
PUBLIC WORKS AGENCY
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STOP
10/6/25
10/6/25
RYAN J. BITTNER, PE
GREG CLISBY AT (714) 515-0942,
Behrooz Sarlak 10/29/2025
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PUBLIC WORKS AGENCY
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1" = 20'
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10/6/25
Behrooz Sarlak 10/29/2025
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REFERENCESREVISIONS
1" = 20'
0 10 20 40
10/6/25
Behrooz Sarlak 10/29/2025
1" = 20'
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PUBLIC WORKS AGENCY
REFERENCESREVISIONS
10/6/25
Behrooz Sarlak 10/29/2025
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PUBLIC WORKS AGENCY
REFERENCESREVISIONS
10/6/25
Behrooz Sarlak 10/29/2025
SHEET NUMBER
LSD-1
SYSTEM BY:
Quote Request Email:
info@pumpsbydesign.com
95 GPM @
14
23
19
11
10
9
16
1
4
54” O.D. WET WELL
48” I.D. WET WELL
13
8
8
15
8
4
9
7
5
6
22
20
DR
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PR
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#
:
2045 SOUTH BAKER AVE.
PUMP & PACKAGE SYSTEMS
ONTARIO, CA 91761
PH: (909) 673-9945
PUMPS BY DESIGN INC.
LIFT STATION SPECS
SCHEDULE OF MATERIALS
ID DESCRIPTION TYPE QTY
①SUBMERSIBLE PUMP STORMWATER 2
②DISCHARGE ELBOW GR-20-LE 2
③UPPER GUIDE BRACKET 304SST 2
④PIPE BRACE/STRUT 304SST 2
⑤SS GUIDE RAIL 1.25” 304SST 4
⑥LIFTING CHAIN ~12FT LF 2
⑦PUMP CABLE 30 FT 2
⑧DISCHARGE PIPING 3” PVC SCH80 2
⑨BEND 90° ELBOW FITTING SOC 3” PVC SCH80 2
⑩ENTRY BOOT FB-400 1
⑪ALUMINUM SLEEVE W/PRESS SEAL SLV2200/PSX-22M 2
⑫FIBERGLASS WET WELL Fb048” X 144”S 1
⑬ACCESS COVER-NON-TRAFFIC C42HSA 1
⑭IN-FLUENT HDPE PIPE BY OTHERS 18” PER PLANS 1
⑮SWING CHECK VALVE 3” PVC SCH40 2
⑯ BALL VALVE 3” PVC SCH80 2
⑰ANTI-FLOTATION COLLAR STEEL ENCAP 1
⑱FLOAT SWITCHES 30 FT CORD 4
⑲FLOAT BRACKET 4FB 1
⑳Ø2” ELECTRICAL CONDUIT BY OTHERS 2
21 DUPLEX CONTROL PANEL (SHIPPED LOOSE)WD1P-4-1022 1
22 TEE FITTING W/3-4” BUSHINGS 4” PVC SCH80 1
23 OVERFLOW PIPE -BY OTHERS 18” HDPE 1
ST
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6
1
0
2
5
GENERAL NOTES/DISCLAIMERS, BUT NOT LIMITED TO
:CONTRACTOR TO CONFIRM FINAL ALIGNMENT, PLACEMENT, AND FIELD
VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO INSTALLING. ALL
ELEVATIONS AND DIMENSIONS ARE NOMINAL AND HAVE BEEN PROVIDED BY
OTHERS.
IT IS THE CONTRACTORS OR OTHERS RESPONSIBILITY TO PROVIDE
COMPONENTS FOR COMPLETE AND OPERATING SYSTEM. THIS SHALL
INCLUDE BUT NOT LIMITED TO:
PUMPS BY DESIGN INC. IS NOT RESPONSIBLE FOR ANY OF THE FOLLOWING:
(1) ANY FASTENERS NOT ASSOCIATED WITH THE PRE-ASSEMBLED
SYSTEMS
(2) ANY GENERATOR FUEL OF ANY KIND
(3) UNLOADING TRUCKS, TRAFFIC CONTROL, SITE SAFETY
(4) SECURING MATERIALS DELIVERED TO PROJECT SITE: DUNNAGE,
FENCING, STORAGE
(5) EXCAVATION, SHORING, DEWATERING, SUB-BASE ROCK, BACKFILL
MATERIAL
(6) INSTALLATION OF SUPPLIED PUMP STATION SYSTEMS AND
COMPONENTS
(7) PIPING TO AND FROM PUMP STATION
(8) ELECTRICAL CONDUIT AND WIRING (EXCEPT WIRES ATTACHED TO
SUPPLIED COMPONENTS)
(9) SITE ELECTRICAL SERVICE/METER EQUIPMENT
(10) CORING OF THE HOLES FOR THE ELECTRICAL CONDUITS IN ANY
STRUCTURES
(11) CONCRETE POURED IN PLACE, CRUSHED ROCK, ASPHALT PAVING
(12) SITE LIGHTING, SIGNAGE, FENCING, BOLLARDS AND DRAINAGE
CONTROL
THESE LAYOUT DRAWINGS ARE INTENDED TO SHOW OVERALL REFERENCE
OF THE SYSTEM. DO NOT SCALE DRAWING. PLACEMENT AND ORIENTATION
OF INSTALLATIONS ARE AT THE DISCRETION OF THE INSTALLING
CONTRACTOR. ALL ITEMS LISTED BY OTHERS WILL NOT BE SUPPLIED BY
PUMPS BY DESIGN INC. AND MUST BE PROVIDED BY OTHERS
CONDUITS PROVIDED BY AND FIELD INSTALLED BY
O T H E R S P R I O R TO I N S TA L L AT I O N . E L E C T R I C A L
D E S I G N , C O N T R O L PA N E L P L A C E M E N T, A N D
INSTALLATION BY OTHERS
*ALARM SYSTEM STANDARD WITH
DUPLEX CONTROL PANEL PROVIDED
*NOTE: CONTRACTOR OR OTHERS TO PROVIDE BACKUP
POWER SOURCE FOR PUMP SYSTEMS
HWA- HIGH WATER AL ARM
L-2 L AG PUMP ON
L-1 LEAD PUMP ON
L-0 PUMPS OFF EL.
66.50
66.00
65.50
63.58
LIFT STATION CALCULATION
PUMP PERFORMANCE CURVE
SYSTEM CONFIGURATION
PUMP(S) MODEL:
MOTOR OUTPUT:4/10 HP
PHASE:SINGLE 1PH
VOLTAGE:208V/230V
FLA:12.0 AMPS
DESIGN PARAMETERS
REQUIRED FLOW / TOTAL( Q ) :0.382 cfs or 171 GPM
FLOW RATE (EACH PUMP) 95 GPM EA./ 190 GPM
TOTAL DYNAMIC HEAD:12.00/ 12.88 FT TDH
STATIC HEAD:10.37 FT
WET WELL DIAMETER:Ø48
WET WELL DEPTH:144”
DUPLEX FIBERGLASS LIFT STATION
FIBERGLASS WET WELL
SECTIONAL VIEW- NTS (ROTATED TO SHOW CLARITY)
(QTY 2) 2”-CONDUITS
*ELECTRICAL DESIGN BY OTHERS*
WET WELL T/RIM = 74.58
WET WELL BTM. EL. 62.58
P.O.C. 73.95
FM INV.-OUT 74.00
(4” PVC SCH 80)
FM INV.-OUT 74.00
(4” PVC SCH 80)
INV.-IN 66.74
(18”~PER PLANS)
INV.-IN 66.74
(18”~PER PLANS)
HWA
L-1
L-2
L-0
144”
54”
48”
12”
MINIMUM 8” OVER EXCAVATE
COMPACT-3/4” MINUS BASE
(CRUSHED ROCK OR EQUAL)
NOTE: BACKFILL, FOUNDATION,
SUBGRADE , EXCAVATION BY OTHERS
NOTE: CONTRACTOR TO FIELD INSTALL AND CORE
HOLES FOR ALL INLET, CONNECT/SEAL FORCE MAIN
BY OTHERS
FIBERGLASS WET WELL
TOP VIEW- NTS (ROTATED TO SHOW CLARITY)
17
2
10
NOTE: CONNECTION TO FORCE MAIN
PROVIDED AND INSTALLED BY OTHERS
NOTE: INLET PIPING TO BE CORED
AND SEALED IN-FIELD BY OTHERS.
(INLET FITTINGS SHIPPED LOOSE)
19
20
133
FM-4” SCH80
~15 FT LF
ALL PIPING INSIDE
WET WELL IS
3” PVC SCH80
NOTE: CONNECTION TO FORCE MAIN
DESIGN AND FIELD INSTALLED BY OTHERS
ALL PVC JOINTS ARE PVC FLANGE TO FLANGE
BOLTED CONNECTIONS. ALL HARDWARE 316SS
POINT OF GRAVITY
CONNECTION DISCHARGE
NOTE TO CONTRACTOR OR OTHERS:
CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS,
ELEVATIONS, ALL INLET/OUTLETSIZES AND
ORIENTATIONS ACCORDING TO SITE CONDITIONS
PRIOR TO APPROVAL OR FABRICATION OF PUMP LIFT
STATION
NOTE: CONTRACTOR OR OTHERS TO
PROVIDE, FIELD INSTALL PRIOR TO
INSTALLATION OF WET WELL.- (QTY-2) Ø2”
CONDUITS FOR PUMP AND FLOAT SENSOR
CABLES TO BE RUN IN SEPARATE CONDUITS.
ELECTRICAL DESIGN, CONTROL PANEL
PLACEMENT, MOUNTING AND INSTALLATION
BY OTHERS.
NOTE: INLET PIPING TO BE CORED AND
SEALED IN-FIELD BY OTHERS.
(INLET FITTINGS SHIPPED LOOSE)
22
12
Ø70” BASE O.D.
18
22
11
1
2
***NO SUBSITUTIONS OR ALTERNATES UNLESS
SUBMITTED TO PUMPS BY DESIGN INC FOR
APPROVAL***
INV.-OUT 70.33
(18”~PER PLANS)
INV.-OUT 70.33
(18”~PER PLANS)
17 4
11
51
0
&
5
2
0
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Project:TR19328
Date:6/10/2025
Calcula on By:C BASSO
SYSTEM CALCULATION
LIFT STATION PROFILE & CALCULATIONS
3" SCH 80 2.864 INCH I.D.
3" PVC PIPE (QTY)12 x 1 FT 12 FT
3" PVC 90 ELBOW (QTY)1 x 8.1 FT 8.1 FT
3" PVC 45 BEND (QTY)0 x 3.8 FT 0 FT
3" PVC TEE (QTY)0 x 17 FT 0 FT
3" BALL VALVE (QTY)1 x 1.7 FT 1.7 FT
3" CHECK VALVE (QTY)1 x 20 FT 20 FT
TOTAL EQUIVALENT LENGTH 41.8 FT
FRICTION LOSS PER 100 FT 3" PVC 3.11 FT PER 100 FT
FRICTION LOSS 3"41.8 /100 x 3.11 FT 1.30 FT
4" SCH 80 3.89 INCH I.D.
4" PIPE (QTY)15 x 1 FT 15 FT
4" 90 ELBOW (QTY)1 x 11 FT 11 FT
4" 45 BEND (QTY)0 x 5 FT 0 FT
4" TEE (QTY)1 x 22 FT 22 FT
4" SHUTOFF VALVE (QTY)0 x 2.3 FT 0 FT
4" CHECK VALVE (QTY)0 x 22 FT 0 FT
TOTAL EQUIVALENT LENGTH 48 FT
FRICTION LOSS PER 100 FT 4" PVC 2.53 FT FT PER 100 FT
FRICTION LOSS 4"48 /100 x 2.53 FT 1.21 FT
TOTAL DYNAMIC HEAD
3" & 4" FRICTION LOSS 2.51 FT
STATIC HEAD 10.37 FT
PERFORMANCE 190 @ 12.88 FT TDH THROUGH 4 INCH PVC LINE
HAZEN-WILLIAMS EQUATION/HEAD LOSS IN WATER PIPE
3" PIPE 4" PIPE
l = length of pipe ( )100 100
c = Hazen-Williams roughness constant 140 140
q = volume flow (gal/min)95 190
dh = inside or hydraulic diameter (inches)2.864 3.89
f = fric on head loss in feet of water H20 /100 3.11 2.53
Velocity ( /s) =4.73 5.13
(f) = 0.2083 (100 / c)1.852 q1.852 / dh4.8655
95 GPM @ 12.00 FT TDH
EACH PUMP
COMBINED FLOW
190 @ 12.88 FT TDH THRU
4” LINE
18”
14
23
11
11
LE41M-3
Behrooz Sarlak 10/29/2025