SHEET LIST
SHEET NUMBER TITLE
GENERAL
G-1 COVER SHEET, VICINITY MAP AND SHEET LISTG-2 ABBREVIATIONS/LEGEND AND GENERAL NOTES CIVIL
C-1 EXISTING SITE PLANC-2 SURGE TANK SITE PLANC-3 SITE CROSS SECTIONS
PROCESS
P-1 SURGE TANK PIPING PLANP-2 SURGE TANK AND PIPING 3D VIEWSP-3 SURGE TANK AND PIPING DETAILSP-4 SURGE TANK DETAILS 1 OF 2P-5 SURGE TANK DETAILS 2 OF 2P-6 AIR COMPRESSOR SYSTEM PLAN AND SECTIONSP-7 MECHANICAL DETAILS 1 OF 2P-8 MECHANICAL DETAILS 2 OF 2
ELECTRICAL
E-1 ELECTRICAL BUILDING AND SITE ELECTRICAL PLAN
Last saved by: PALANDEP(2024-03-21) Last Plotted: 2024-03-21 Filename: C:\USERS\PALANDEP\AECOM\EC INDIA - US WEST WATER SUPPORT - DOCUMENTS\PROJECTS\31. CRESCENT CITY SURGE\_WIP\G-1.DWG
CRESCENT CITY SURGE TANK PROJECT
COVER SHEET, VICINITY MAP AND SHEET LIST
60709509
AECOM 2020 L Street, Suite 300
Sacramento, CA 95811
CRESCENT CITY
SURGE TANK PROJECT
CRESCENT CITY, CALIFORNIA
JANUARY 2024
PREPARED BY
VICINITY
MAP
SOURCE: AERIAL PHOTOGRAPH FROM GOOGLE EARTH
N
SHEET NUMBER
G-1
PROJECT SITE
EXISTING CITY
CONTROL BUILDING
RANNEY PUMP STATION
3/31/26
⅊
X X
W W
SD SD
REGISTRATION
CLIENTCRESCENT CITY,CALIFORNIACONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBERSHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:Checked By:
Approved By:
Drawn By:
Last Plotted:
Filename:
Printed on ___% Post-ConsumerRecycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
02-Nov-23 10:39:29 PM
https://aecom.sharepoint.com/:f:/r/sites/60709509-CrescentCitySurge/Shared%20Documents/General/CAD/20-SHEETS?csf=1&web=1&e=vpucCc
WATER SYSTEM SURGE TANK
PROJECT
ABBREVIATIONS/LEGEND AND
GENERAL NOTES
G-2
60709509
G-2-ABBREVIATIONS/LEGEND AND GENERAL NOTESI/R DATE DESCRIPTION As indicated
SH
MR
11/02/2023
HMPP
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
DIESEL FUEL TANK
ELECTRICAL TOWER/
CONCRETE PAD
CONCRETE SLAB
CONCRETE PAD
ROOF OVERHANG
REMOVABLE
SCREEN
GENERATOR SKID
EICA
UNIT STANDBY GENERATOR
ROOM
ELECTRICAL ROOM
0.60'
2.50'
PLC-1 PUMP
1 VFD
PUMP
CONTROL
PANEL
PUMP
2 VFD
PUMP
3 VFD
INC
LINE PMP-3 PMP-2 PMP-1CONTROLS
TRANSFFER
SWITCH
MAIN MCC MCC MCC
0.42'
12.50'
10.00' 9.00'
15.75'
17.00' 5.90'
2.07'
19.42'
14.58' 5.10' 16.00'
0.65' 29.30'
60.00'
50.00'
9.00'
50.00'
15.00'
18.12'
N 46° 54' 27" E
S 43° 05' 33" E
S 46° 54' 27" W
N 43° 05' 33" W
EL 45.86'
EL 45.32'
EL 45.57'
EL 45.58'
EL 45.27' EL 45.07'
EL 45.71'
EL 45.87'
EL 45.88'
EL 46.02'
EL 46.38'
EL 46.44' EL 46.36'
EL 46.28'
1 C-3
EXISTING CHAIN LINK
SOUTH BANK ROAD
GATE
EXISTING CHAIN LINK
FENCE
DOOR
TBM 45.00' EL 50.50'
WOOD POLE /
SITE LIGHT AND CONTROL
ABOVE GROUND
ELECTRICAL CONDUITS
CONTROL BUILDING
WATER HOSE BIBB
W / CONSTANTINA WIRE
SWING GATE
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
1" = 4'
3/21/2024 6:06:57 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt
CRESCENT CITY SURGE TANK
PROJECT
EXISTING SITE PLAN
C-1
60709509
SH
MR
11/02/2023
HM
PP
SORT: 08-ARCHITECTURE-08.10-C-1-EXISTING SITE PLAN
SCALE: 1" = 4'
1 EXISTING SITE PLAN
N
SITE NOTES
1. THE CONTRACTOR SHALL MAINTAIN SITE SECURITY AT ALL TIMES DURING CONSTRUCTION. IF REQUIRED, PROVIDE TEMPORARY FENCING TO SECURE THE SITE AND WORK AREAS.
2. REMOVE AND REPLACE IN KIND THE EXISITING LIGHT POLE AND ASSOCIATED
ELECTRICAL SYSTEM NEAR THE ELECTRICAL POWER TOWER FOR
CONSTRUCTION OF NEW 10-INCH PIPELINE.
3. CRESCENT CITY WILL PROVIDE A GEOTECHNICAL ENGINEER TO INSPECT THE SURGE TANK BASE SUBGRADE BEFORE PLACING BASE ROCK AND CONCRETE.
GEOTECHNICAL ENGINEER TO DETERMINE IF NATIVE SOILS ARE SUITABLE AND
ARE PROPERLY COMPACTED TO SUPPORT NEW SURGE TANK AND CONCRETE BASE. IF THE GEOTECHNICAL INSPECTION INDICATES ADDITIONAL SOIL
EXCAVATION AND FILL MATERIAL IS REQUIRED, THE CONTRACTOR WILL BE
PAID FOR EXTRA WORK BASED ON TIME AND MATERIALS RATES NEGOTIATED WITH CITY STAFF. THE GEOTECHNICAL ENGINEER WILL ALSO PROVIDE SOIL COMPACT TESTS.
4. THE CONTRACTOR SHALL HIRE A REGISTERED LAND SURVEY FOR RECORDING
POTHOLED LOCATIONS AND ELEVATIONS OF EXISTING BURIED PIPELINES,
VALVES, CONDUITS AND EXISTING FUEL TANK AND ELECTRICAL TOWER CONCRETE BASES IN THE WORK AREAS. SURVEYOR SHALL PROVIDE A COORDINATE SYSTEM FOR DETAILED LAYOUT OF ALL NEW IMPROVEMENTS.
5. A TEMPORARY SURVEY BENCH MARK (TBM) WAS USED BY CITY STAFF FOR THE SITE ELEVATIONS SHOWN ON THE PLANS. THIS TBM IS LOCATED ON THE ELECTRICAL TOWER CONCRETE BASE WITH AN ELEVATION OF 45 FEET. THE
LICENSED SURVEYOR SHALL PROVIDE A PERMANENT BENCH MARK FOR SETTING ELEVATIONS OF NEW IMPROVEMENTS.
I/R DATE DESCRIPTION
1 C-3
2 C-3
DIESEL FUEL TANK
ELECTRICAL TOWER/
CONCRETE PAD
EXISTING CONCRETE SLAB
CONCRETE PAD
REMOVABLE
SCREEN
STANDBY GENERATOR
ROOM
ELECTRICAL ROOM
0.42'
12.50'
10.00'
9.00'
15.75'
5.90'
17.00'
19.42'
14.58' 5.10' 16.00'
0.65' 29.30'
50.00'
9.00'
50.00'
15.00'
18.12'
N 46° 54' 27" E
S 43° 05' 33" E
S 46° 54' 27" W
N 43° 05' 33" W
EL 45.86'
EL 46.68'
45.32'
EL 45.57'
EL 45.58'
45.50'
EL 46.52' EL 45.87' 45.27' 45.07'
EL 45.88'
EL 46.02'
EL 46.38'
1.00'
2.50'
4.92'
EL 46.44' EL 46.36'
EL 46.28'
SOUTH BANK ROAD
1.00'
24"
ACCESS
M.H
SURGE TANK
DOOR
P-31
P-4S
AIR
RELEASE
VALVE
AIR
CONTROL
STATION
SURGE SYSTEM
PLC / CONTROL
PANEL
MAGNETIC
LEVEL
INDICATOR P-42
P-51
60.00'
13.5' SQUARE CONCRETE BASE P-53
P-41
WOOD POLE /
SITE LIGHT AND CONTROL
POT HOLE EXIST
ELECTRICAL
CONDUITS, TYP
T.O.C EL 45.75'
LEVEL
TRANSMITTER
WATER HOSE BIBB
45.68'
2 1/2" GATE VALVE
BUTTERFLY VALVE
10"⌀ INLET &
OUTLET P-3
PG & PT3
CONTROL BUILDING
PROPOSED SURGE
TANK PLAN P-32
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
1" = 4'
3/21/2024 6:06:58 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt
CRESCENT CITY SURGE TANK
PROJECT
SURGE TANK SITE PLAN
C-2
60709509
SH
MR
11/02/2023
HM
PP
C-2-SURGE TANK SITE PLAN
SCALE: 1" = 4'
1 SURGE TANK SITE PLAN
NOTE:
EXACT LOCATION OF PLC AND AIR CONTROL
PANEL WILL BE PROVIDED BY CITY STAFF.
N
I/R DATE DESCRIPTION
4.92'
2.50'
19.42'
13.50'
19.17'
1.00'
CONTROL BUILDING
EXISTING CONCRETE SLAB
EXISTING ELECTRICAL TOWER
CONCRETE BASE
SURGE TANK
CONCRETE BASE
CHAIN LINK FENCE
9'⌀ SURGE TANK
EXIST GROUND
EL 45.10'
P-3
1 3.80' 9.40'
9.00’ Ø
TOC 45.75'
17.00'
2.50' 1.00'
DIESEL FUEL TANK
ELECTRICAL TOWER /
CONCRETE PAD 9'⌀ SURGE TANK
CONTROL BUILDING
TOC 46.30'
EXIST GROUND
ELEVATION 45.00'
CONCRETE BASE
TOC 45.00'
TBM
SEE NOTE 1
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
1" = 4'
3/21/2024 6:06:58 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt
CRESCENT CITY SURGE TANK
PROJECT
SITE CROSS SECTIONS
C-3
60709509
SH
MR
11/02/2023
HM
PP
C-3-SITE CROSS SECTIONS
C-1 SCALE: 1" = 4'
1 SITE CROSS SECTIONS 1
C-2 SCALE: 1" = 4'
2 SITE CROSS SECTIONS 2
NOTES
1. PROVIDE MINOR CUT / FILL AND EARTH GRADING FOR SITE DRAINAGE AT SURGE TANK AREA USE TOP SOIL FROM SITE EXCAVATION.
2. FILL TANK WITH WATER FOR A MINIMUM OF 30 CALENDER DAYS TO ALLOW FOR SOIL SETTLEMENT.
INSTALL CONNECTING 10"⌀ ABOVE GROUND PIPE AFTER THIS TIME PERIOD.
P-5
3 NOTE:
1) IF REQUIRED, FILL SPACE UNDER EXISTING CONCRETE SLABS, CAUSED BY SOIL EXCAVATION OF TANK CONCRETE BASE, WITH 3000 PSI CONCRETE (TYPICAL)
I/R DATE DESCRIPTION
DIESEL FUEL TANK
ELECTRICAL TOWER/
CONCRETE PAD
CONCRETE SLAB
CONCRETE PAD
REMOVABLE
SCREEN
STANDBY GENERATOR
ROOM
ELECTRICAL ROOM
0.42'
12.50'
10.00'
9.00'
15.75'
5.90'
17.00'
19.42'
14.58' 5.10' 16.00'
0.65' 29.30'
50.00'
9.00'
50.00'
15.00'
18.12'
N 46° 54' 27" E
S 43° 05' 33" E
S 46° 54' 27" W
N 43° 05' 33" W
45.86'
46.68'
45.32'
45.57'
45.58'
45.50'
45.27' 45.07'
45.71'
46.52' 45.87'
45.88'
46.02'
46.38'
1.00' 2.50'
4.92'
46.44' 46.36'
46.28'
TOP - 36.21'
EXIST FIRE-HYDRANT
EXIST 6" ⌀ GV
EXIST 18" ⌀ GV
EXIST 14" ⌀ GV
10" ⌀
GV
8" ⌀
10" ⌀
14" ⌀
8.0 0'
7.91'
6.00'
6.00'
CONCRETE
THRUST
BLOCK
CONCRETE
THRUST
BLOCK
BUTTERFLY VALVE
FROM RANNEY
COLLECTOR / PUMP
STATION
TO WATER DISTRIBUTION
SYSTEM
FROM RANNEY COLLECTOR /
PUMP STATION
TOP 39.82'
TO WATER DISTRIBUTION
SYSTEM
18" ⌀
14" ⌀
SOUTH BANK ROAD
1.00'
EXIST 18" BFV
6" ⌀
8" ⌀ GV
SURGE TANK PLAN
P-3
2 2 1/2” GV
DOOR
REMOVED AND REPLACE WOOD POLE /
SITE LIGHT AND CONTROL BOX
PG & PT
ELECTRICAL CONDUIT LOCATION
TO LIGHT UNKNOWN SEE NOTE 1.
POT HOLE AND VERIFY
BURIED CONDUIT LOCATIONS
P-8
2 EXIST HOSE BIBB
(SEE NOTE 7)
(SEE NOTE 8)
CONTROL BUILDING
SEE SHEET P-2 FOR 3-D PIPING VIEW
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
1" = 4'
3/21/2024 6:07:01 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt
CRESCENT CITY SURGE TANK
PROJECT
SURGE TANK PIPING PLAN
P-1
60709509
SH
MR
11/02/2023
HM
PP
P-1-SURGE TANK PIPING PLAN
SCALE: 1" = 4'
1 SURGE TANK PIPING DETAILS
N
PIPING NOTES
1. THE LOCATION AND DEPTH OF THE EXISTING BURIED 14-INCH, 18-INCH
DUCTILE IRON PIPELINES AND VALVES ARE SHOWN SCHEMATICALLY ON THE DRAWINGS. THE PIPELINE PLAN/ALIGNMENTS SHOWN WERE
APPROXIMATED USING ORIGINAL PIPE CONSTRUCTION DRAWINGS. THE
CONTRACTOR SHALL POTHOLE/LOCATE ALL BURIED PIPES, VALVES AND
ELECTRICAL CONDUITS IN THE WORK AREA BEFORE ORDERING ANY MATERIALS LOCATE EXISTING FITTINGS AND JOINTS AT TIE-IN AREA.
POTHOLE AT LEAST TWO LOCATIONS (6' LONG) ON EACH WATER
TRANSMISSION PIPELINE TO DETERMINE ALIGNMENT/BEARING AND TO PROVIDE ELEVATION DATA. FOR CITY STAFF TO INSPECT PIPE FOR
AMOUNT OF EXTERIOR CORROSION POTHOLE SURGE TANK AREA FOR
LOCATION AND DEPTH/ELEVATION OF ELECTRICAL CONDUITS AND OTHER PIPES BEFORE BEGINNING SOIL EXCAVATION FOR TANK CONCRETE BASE.
2. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO RECORD
DEPTH/TOP OF PIPE AND ALIGNMENT OF POTHOLED EXISTING BURIED
PIPES, VALVES AND CONDUITS AND OTHER POSSIBLE OBSTRUCTIONS TO WORK. SURVEYOR TO PROVIDE SURVEY COORDINATES, DEPTH, PIPELINE BEARINGS AND DISTANCES TO PROPOSED SURGE TANK CENTERLINE.
3. USING THE POTHOLE AND SURVEY INFORMATION, THE CONTRACTOR WILL
PROVIDE A DETAILED LAYOUT PLAN OF PROPOSED PIPING FROM
CENTERLINE OF SURGE TANK TO EXISTING PIPE CONNECTIONS. THE PLAN
SHALL PROVIDE PROPOSED COORDINATES AND DIMENSIONS OF SURGE TANK AND PIPING SYSTEM. THIS PIPING LAYOUT PLAN MUST BE REVIEWED
AND APPROVED BY CITY STAFF BEFORE ANY MATERIALS CAN BE
ORDERED.
4. CITY STAFF WILL CLOSE EXISTING VALVES AND DRAIN THE EXISTING
WATER TRANSMISSION PIPELINES FOR THE CONTRACTOR TO CONNECT NEW SURGE SYSTEM PIPING. A MAXIMUM OF 3 CONSECUTIVE DAYS CAN
BE PROVIDED FOR WATER PIPELINE TIE-IN WORK (INSTALLING NEW TEE AND GATE VALVE). CONTRACTOR TO REQUEST TIE-IN DATES AT LEAST 2 WEEKS IN ADVANCE.
5. THE PIPING LAYOUT SHOWN IS BASED ON USING WELDED STEEL PIPE.
THE CONTRACTOR HAS THE OPTIONS OF USING A DUCTILE IRON PIPE (PRESSURE CLASS 53) SYSTEM OR COMBINATION OF BOTH STEEL AND DUCTILE IRON PIPE. THE REQUIRED PIPELINE LAYOUT PLAN SHALL SHOW PIPING MATERIALS. ALL PIPING CONFIGURATIONS MUST RESTRAIN THRUST PRESSURE FORCES.
6. TEST THE NEW PIPELINE SYSTEM AT 175 PSI FOR A MINIMUM FOUR HOUR TIME DURATION. SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION AND REQUIREMENTS.
7. IF REQUIRED PROVIDE A SERVICE SADDLE AND WATER LINE FROM NEW 10
INCH PIPE TO EXISTING HOSE BIBB, POTHOLE AND LOCATE EXISTING PIPE TO H.B
8. IF TRENCH EXCAVATION DAMAGES EXISTING PAVED ROAD, REPAIR PER
CITY STANDARD SPECIFICATION AND MATCH ROAD PAVING CROSS
SECTION / MATERIALS
I/R DATE DESCRIPTION
CONCRETE
THRUST
BLOCK
EXIST 18" Ø BFV
10" Ø GV
EXIST FIRE-HYDRANT
CONCRETE
THRUST
BLOCK
10" Ø
9' Ø SURGE TANK
10" Ø BFV
2 1/2" Ø GV
EXIST 6" Ø
10" Ø
EXIST 18" Ø
BURIED GV
EXIST 14" Ø
BURIED GV EXIST 14" Ø
BURIED PIPE
EXIST 18" Ø
BURIED PIPE
EXIST 14" Ø PIPE
8" Ø GV
8" Ø
EXIST 18" Ø PIPE
PG & PT
P-7
4 P-8
2 10" Ø
10" Ø
EXIST 14" Ø
BURIED GV
8" Ø
EXIST 18" Ø
BURIED GV
EXIST 18" Ø
BURIED PIPE
EXIST 14" Ø PIPE
10" Ø GV
8" Ø GV
EXIST 18"
Ø BFV
CONCRETE
THRUST
BLOCK
9' Ø SURGE TANK
10" Ø BFV
PG & PT
6" Ø
EXIST 6" Ø GV
EXIST FIREHYDRANT
CONCRETE
THRUST
BLOCK
EXIST 14" Ø
BURIED PIPE
2 1/2" Ø GV
CONCRETE
THRUST
BLOCK
EXIST FIREHYDRANT
6" Ø
EXIST 6" Ø GV
10" Ø GV EXIST 18" Ø BFV
10" Ø
10" Ø BFV
PG & PT
10" Ø
8" Ø
CONCRETE
THRUST
BLOCK
EXIST 18" Ø
BURIED PIPE
EXIST 14" Ø
BURIED PIPE
EXIST 14" Ø
PIPE
EXIST 18" Ø PIPE
EXIST 14" Ø
BURIED GV
EXIST 18" Ø
BURIED GV
8" Ø GV
9' Ø SURGE TANK
2 1/2" Ø GV
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
3/21/2024 6:07:06 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt
CRESCENT CITY SURGE TANK
PROJECT
SURGE TANK AND PIPING 3D
VIEWS
P-2
60709509
SH
MR
11/02/2023
HM
PP
P-2-SURGE TANK AND PIPING 3D VIEWS
SCALE:
1 SURGE TANK AND PIPING 3D VIEWS 1
SCALE:
2 SURGE TANK AND PIPING 3D VIEWS 2
SCALE:
3 SURGE TANK AND PIPING 3D VIEWS 3
NOTES:
1. PIPE SLOPE SHALL BE
FLAT ON NEW HORIZONTAL 8 AND 10 INCH PIPES.
SHOW TIE-IN ELEVATIONS ON PIPING PLAN.
I/R DATE DESCRIPTION
2.25' 11.00'
2.00'
24"⌀
ACCESS
MANHOLE
W/ HINGE
TANK
SUPPORT
LEGS
CONCRETE
SQUARE
BASE
PRESSURE
RELIEF
VALVE
AIR
LINE
MAGNETIC
LEVEL
INDICATOR
AIR
RELEASE
VALVE
19.17'
P-4
2 9.00’ Ø
P-5
1 P-5
4 P-5
3 9' Ø SURGE
TANK
1.00'
AGGREGATE
EBASE ROCK
P-5
2 2.08'
SEMI-ELLIPTICAL HEAD
4" PROBE WELL
FOR LEVEL
TRANSMISSION
2.25' 3.67'
1 P-3
13.50'
AIR
RELEASE
VALVE
CONCRETE
SQUARE BASE
24"⌀ ACCESS
MANHOLE W/
HINGER
10"⌀ INLET
& OUTLET
9'⌀
VERTICAL
SURGE
TANK
PRESSURE
RELIEF VALVE
AIR LINE
MAGNETIC LEVEL
INDICATOR
GATE
VALVE
BUTTERFLY
VALVE
13.50'
3 P-3
4 P-3
PG & PT
N° 46 54' 27" E
4" PROBE WELL WITH WATER
LEVEL TRANSMITTER
COORDINATE TANK
ANGLE WITH
PIPING LAYOUT
7.91'
6.00'
8.00'
6.00'
BUTTERFLY
VALVE
13'-6" SQUARE
CONCRET BASE
9'⌀ VERTICAL
SURGE TANK
CENTER
LINE 47.75'
EXIST
GROUND EL
45.00 8" ⌀ OUTLET, MATCH CENTERLINE
ELEVATION OF EXISTING 14" DIP
MATCH CENTERLINE
ELEVATION OF EXISTING 18" DIP
SURGE TANK
P-7 PIPE
4 11.00'
1 10 3 2
2 8 7 6
5 TOC 45.75'
PG & PT
4 10" ⌀
14 9
9 11
2 12
2 13
2 2.02'
4’ 1/2”
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
As indicated
3/21/2024 6:07:08 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt
CRESCENT CITY SURGE TANK
PROJECT
SURGE TANK AND PIPING
DETAILS
P-3
60709509
SH
MR
11/02/2023
HM
PP
P-3-SURGE TANK AND PIPING DETAILS
P-3 SCALE: 1" = 4'
1 SURGE TANK ELEVATION
P-3 SCALE: 1" = 4'
2 SURGE TANK PLAN
PIPING SCHEDULE
ITEM DESCRIPTION
1 10” STEEL, 90 DEGREE ELBOW, FLANGED X GROOVED ENDS
2 GROOVED TYPE COUPLING
3 10-INCH STEEL PIPE SPOOL, GROOVED X FLANGE ENDS
4 10-INCH DISMANTLING JOINT, WITH THRUST RESTRAINT LUGS 5 10-INCH STELL PIPE SPOOL, FLANGED ENDS WITH 2 ½ FLANGED AND ½ INCH WELD-0-LET OUTLETS
6 PRESSURE GAUGE AND PRESSURE TRANSMITTER ASSEMBLY, SEE DETAIL4/P-7
7 10-INCH FLANGED BUTTERFLY VALVE, CLASS 250B, TYPE 220 8 10-INCH STEEL PIPE SPOOL, FLANGED X GROOVED END
9 10-INCH, 90 DEGREE STEEL SHORT RADIUS ELBOW, FLANGE X GROOVED END 10 INSULATING FLANGE, SEE DETAIL 4/P-8
11 10-INCH STEEL PIPE SPOOL, FLANGED X GROOVED END
12 10-INCH X 10-INCH X 8-INCH STEEL TEE, GROOVED X GROOVED X FLANGED ENDS
13 10-INCH STEEL PIPE SPOOL, GROOVED ENDS
14 10-INCH FLANGED COUPLING ADAPTER, WITH THRUST RESTRAINT LUGS 15 2 ½ -INCH FLANGED RESILIENT WEDGE GATE VALVE, WITH NRS, CLASS 250, TYPE 185
16 2 1/2-INCH STEEL PIPE SPOOL WITH FLANGED X FIRE HYDRANT HOSE
CONNECTION & CAP
PIPING NOTES
1. STEEL PIPE SHALL BE SCHEDULE 40, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. DUCTILE IRON PIPE SHALL BE CLASS 53, SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION
3. SEE SPECIFICATIONS FOR PAINTING ABOVEGROUND PIPING SYSTEM
AND COATING/WRAPPING BURIED PIPING SYSTEM, VALVES AND COUPLINGS
4. SEE SHEET P-1 FOR ADDITIONAL PIPING SYSTEM NOTES.
5. CONTRACTOR TO REMOVE POLY WRAP, AND CLEAN EXISTING PIPE EXTERIOR BEFORE INSTALLING SLEEVE TYPE COUPLINGS.
6. AT FLANGED COUPLING ADAPTERS AND STEEL PIPE, REMOVE EPOXY COATING AT LUGS TO PROVIDE MAXIMUM THRUST RESTRAINT.
P-4
4 P-3 SCALE: 1" = 4'
5 14" PIPE TIE-IN DETAIL
P-3 SCALE: 1" = 4'
6 18" PIPE TIE-IN DETAIL
INSULATING
FLANGE
CONCRETE
THRUST
BLOCK
EXIST 14" Ø
PIPE
14" SLEEVE TYPE
COUPLING, MATCH
EXIST/NEW PIPE O.D,
TYP
14" x 14" x 8" FLANGED
REDUCING TEE
8" FLANGED GATE
VALVE
CLASS 250, TYPE 180
TO SURGE
TANK
EXIST 14" ⌀ DIP
FROM RANNEY
COLLECTOR / PUMP
STATION
TO WATER
DISTRIBUTION
SYSTEM
FLANGED COUPLING
ADAPTER / THRUST
RESTRAINT LUGS
THRUST RESTRAINT 90°
ELBOW
DUCTILE IRON
OR STEEL PIPE
INSULATING
FLANGE
CONCRETE
THRUST BLOCK
EXIST 18" Ø PIPE
18" SLEEVE TYPE
COUPLING, MATCH
EXIST/NEW PIPE O.D, TYP
18" x 18" x 10" FLANGED
REDUCING TEE
10" FLANGED GATE VALVE
CLASS 250, TYPE 180
THRUST
RESTRAINT 90°
ELBOW
EXIST 18" ⌀ DIP
FROM RANNEY
COLLECTOR / PUMP
STATION
TO WATER
DISTRIBUTION
SYSTEM
FLANGED COUPLING
ADAPTER / THRUST
RESTRAINT LUGS
TO SURGE
TANK
DUCTILE IRON
OR STEEL PIPE
P-3 SCALE: 1" = 4'
3 TANK INLET-OULET LINE
P-3 SCALE: 1" = 2'
4 2 1/2" VALVE DETAIL
10" ⌀
STEEL
2 1/2" GV
CLASS 250
2 1/2" ⌀
5 16
15 P-4
5 P-8
2 I/R DATE DESCRIPTION
A
D
E
F
9'Ø SURGE TANK
B
C
SHELL (11')
RF CAPACITANCE PROBE LEVEL INDICATOR
BOTTOM OF TANK / REFERENCE POINT
SURGE TANK HEAD
1" SS BALL VALVE, TYP
MAGNETIC LEVEL INDICATOR
PROVIDE LENGTH
REQ'D TO MEASURE ENTIRE
SHELL HEIGHT
SCH 40, SS
PIPE/FITTING
UNION, TYP
3" FLANGED STEEL
TANK OUTLET, TYP
2 1/2" DIA S.S TANK SHELL
MAGNETIC LEVEL
INDICATOR
1" SS BALL VALVE
3" DIA SS BLIND FLANGE
WITH 1" THREADED
OUTLET
INSULATING FLANGE
S.S UNION
3" FLANGED STEEL
TANK OUTLET
SCH 40 SS PIPE
/FITTING
TANK HEAD
MANUAL BYPASS FILL LINE
SS SOLENOID VALVE, TYP
SS SOUND MUFFLER, TYP
SS BALL VALVE, TYP SUPPLY LINE
SS UNION, TYP
TANK FILL/EXHAUST
LINE
AIR FILL
1/2" SA
BOLT CONTROL AND AIR PANEL
ON BUILDING BLOCK WALL PER
MFG STANDARD DETAILS.
USE S.S CONC WEDGE
ANCHORS, SIZE/LOCATION
PROVIDED BY TANK MFC
FROM A.C INSIDE
BLDG
AIR EXHAUST
1/2" SA
P.G (0-200 PSI)
1/2" SS PIPING
SCH. 40 AND UNION
3" DIA SS BLIND
FLANGE WITH 1/2"
THREADED
OUTLET
INSULATING FLANGE
3" DIA STEEL FLANGED OUTLET
TOP OF SURGE TANK HEAD
6" ±
RF CAPACITANCE
PROBE LEVEL
TRANSMITTER
S.S PIPING SIMULAR
TO MAGNETIC
LEVEL INDICATOR
4" SCH
40 S.S PROBE WELL
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
As indicated
3/21/2024 6:14:04 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Process Mechanical.rvt
CRESCENT CITY SURGE TANK
PROJECT
SURGE TANK DETAILS 1 OF 2
P-4
60709509
SH
MR
02/11/2023
HM
PP
P-4-SURGE TANK DETAILS 1 OF 2
SCALE: 1/2" = 1'-0"
3 Surge Tank Control Set Points
HIGH WATER LEVEL ALARM
ADD AIR LEVEL
STOP ADDING AIR LEVEL
(CONTROL SET POINT)
EXHAUST AIR LEVEL
LOW WATER LEVEL ALARM
LOCATION OF MANUAL AIR
RELEASE VALVE (WITH 660
GALLONS OF WATER VOLUME)
A
B
C
E
F
D
PROBE WELL SET POINTS DIMENSIONS
A HIGH WATER LEVEL ALARM 10.6
B ADD AIR LEVEL 10.1
C CONTROL SET POINT (65% FULL
OF WATER)
9.85 D EXHAUST AIR LEVEL 6
E LOW WATER LEVEL ALARM 5.5
F LOCATION OF MANUAL AIR *
PLAN
ELEVATION
NOTES:
1. THE DIMENSIONS SHOWN IN TABLE IS THE DISTANCE (IN FEET)
FROM THE BOTTOM OF THE TANK TO SET POINT
2. LEVEL "C" IS THE OPTIMUM TANK WATER LEVEL/CONTROL POINT IN TANK HEAD (10% OF TOTAL TANK VOLUME)
SCALE: 1 1/2" = 1'-0"
2 MAGNETIC LEVEL INDICATOR DETAIL
SCALE: 1" = 1'-0"
1 AIR CONTROL STATION DETAIL
SCALE: 3" = 1'-0"
4 AIR LINE AT TOP OF TANK DETAIL
4 P-8
SCALE: 1/2" = 1'-0"
5 LEVEL TRANSMITTER
*
I/R DATE DESCRIPTION
1" SS AIR
RELEASE VALVE
1" SS BALL VALVE
SS UNION
3" DIA SS FLANGE WITH
1", THREADED OUTLET
3" DIA FLANGED STEEL
TANK OUTLET
1" DIA SCH 40 SS
PIPE/FITTING
INSULATING FLANGE
TANK SHELL
ELLIPTICAL HEAD
SS PRV, SIZED AND
PROVIDED BY TANK
MANUFACTURER
SS SCH 40 PIPE
3" DIA SS BLIND FLANGE WITH
THREADED OUTLET FOR
PRESSURE RELIEF VALVE
INSULATING FLANGE
3" DIA STEEL
TOP OF SURGE FLANGED OUTLET
TANK
2"
2" CLEAR
3" CLEAR
13' 6'" SQUARE
2' - 1" 1' - 0"
SCARIFY SUBGRADE 6"
AND COMPACT SOIL TO
MINIMUM 90% RELATIVE
DENSITY
FG FG
TOP OF CONCRETE
ELEATION 45.75'
12" AGGREGATE BASE CRUSHED ROCK,
COMPACT TO MINIMUM 95% RELATIVE
DENSITY PER ASTM 1557 TEST METHOD
#7 @ AT 12" O.C
EF,EW
2" CLEAR
1/2" R, TYP
2" CLEAR
FG
WIDE FLANGE TANK
LEG/BASE PLATE
SUPPORT
2 ANCHOR BOLTS PER TANK
LEG SIZE, SIZE PROVIDED BY
TANK MFG.
2' - 0"
3" CLEAR
1.5" NON-SHRINK
GROUT
T.O.C EL 45:75'
#7 AT 12" O.C
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
As indicated
3/21/2024 6:14:04 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Process Mechanical.rvt
CRESCENT CITY SURGE TANK
PROJECT
SURGE TANK DETAILS 2 OF 2
P-5
60709509
SH
MR
02/11/2023
HM
PP
P-5-SURGE TANK DETAILS 2 OF 2
SCALE: 1 1/2" = 1'-0"
1 TANK AIR RELEASE VALVE DETAIL
SCALE: 3" = 1'-0"
2 PRESSURE RELIEF VALVE DETAIL
SCALE: 1' = 1'
3 TANK BASE
SCALE: 1' = 1'
4 TANK LEG ANCHOR BOLT
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 4,000 PSI
2. REINFORCEMENT BARS SHALL BE GRADE 60.
GENERAL NOTES:
TANK ANCHORAGE DESGIN SHALL CONFORM TO ASCE 7-16 SECTION 15.7.5. ANCHORAGE SHALL BE IN ACCORDANCE WITH ASCE 7-16 SECTION 15.4.9, WHEREBY THE ANCHOR EMBEDMENT INTO THE CONCRETE SHALL BE DESIGNED TO DEVELOP THE STEEL STRENGTH OF THE ANCHOR IN TENSION. THE STEEL STRENGTH OF THE ANCHOR IN TENSION SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318-19, EQ.
17.6.1.2. THE ANCHOR SHALL HAVE A MINIMUM GAUGE LENGTH OF EIGHT DIAMETERS. POST INSTALLED ANCHORS ARE PERMITTED TO BE USED IN ACCORDANCE WITH ASCE 7-16 SECTION 15.4.9.3 PROVIDED
THAT THE ANCHOR EMBEDMENT INTO THE CONCRETE IS DESIGNED TO DEVELOP THE STEEL STRENGTH OF THE ANCHOR IN TENSION. IN EITHER CASE, THE LOAD COMBINATIONS INCLUDING OVERSTRENGTH OF ASCE 7-16 SECTION 12.4.3 ARE NOT TO BE USED TO SIZE THE ANCHOR BOLTS.
I/R DATE DESCRIPTION
DIESEL FUEL TANK
ELECTRICAL TOWER/
CONCRETE PAD
CONCRETE SLAB
CONCRETE PAD
REMOVABLE
SCREEN
GENERATOR
SKD
STANDBY GENERATOR
ROOM
ELECTRICAL ROOM
0.42'
12.50'
10.00' 9.00'
12.50'
3.70' 3.25'
15.75'
5.90' 17.00'
19.42'
14.58'
10.40'
5.10' 16.00'
0.65' 29.30'
60.00'
50.00'
9.00'
50.00'
15.00'
18.12'
N 46° 54' 27" E
S 43° 05' 33" E
S 46° 54' 27" W
N 43° 05' 33" W
1.00' 2.50' 4.92'
VERTICAL AIR
COMPRESSOR
OIL WATER
SEPARATOR
DRY WELL
2 C-3
SOUTH BANK ROAD
3 P-6
CORE DRILL
WALL TYP
9' ⌀ SURGE
TANK
1/2" AIR LINE
MOUNT TO WALL
2 P-6
BALL VALVE
BALL VALVE
BALL VALVE
DOOR
WOOD POLE /
SITE LIGHT AND CONTROL
EICA
UNIT
PLC-1 PUMP
1 VFD
PUMP
CONTROL
PANEL
PUMP
2 VFD
PUMP
3 VFD
INC
LINE PMP-3 PMP-2 PMP-1CONTROLS
TRANSFFER
SWITCH
MAIN MCC MCC MCC
AIR CONTROL
PANEL / VALVES
SURGE SYSTEM PLC
P-4
1 1.00' CLR
SWING GATE
UNION
AIR LINE
PIPE SUPPORT
DRAIN WELL
OIL WATER SEPARATOR
VERTICAL AIR
COMPRESSOR
ELECTRICAL ROOM
1/2" ⌀ SS
9' ⌀ SURGE TANK
TANK PIPE
SUPPORT TYP
EG
6 LF OF 10" ⌀ NONREINFORCED
CONCRETE PIPE/ FILL WITH
2" ⌀ DRAIN ROCK
7.50'
AIR CONTROL
PANEL
PIPE SUPPORTS
PER TANK MFG
WALL MOUNTED OIL /
WATER SEPARATOR
VERTICAL AIR
COMPRESSOR
BALL VALVE, TYPE 320
1/2" S.S. CHECK VALVE
UNION
S.S
NIPPLE
S.S BALL
VALVE
DRAIN BALL VALVE
1/2" S.S
1/2" S.S
90 ° ELBOW
WALL PIPE SUPPORT
EXIST FLOOR
S.S
PRESSURE
GAUGE
Ø 24.00
ELECTRIC
DRIVE MOTOR
MOTOR
STARTER
MOTOR
OVERLOAD
RESET
36”
1/2" S.S AIR
LINE BRACE
TO WALL
S.S
CONCRETE
ANCHORS
S.S FLEXIBLE HOSE
S.S HOSE TO
PIPE ADAPTER
DRY WELL
EG
TO AIR CONTROL
PANEL INSIDE
BUILDING
BOLT A.C TO FLOOR
W/S.S CONCRETE
WEDGE ANCHOR
REGISTRATION
CLIENT
CONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:
Checked By:
Approved By:
Drawn By:
Last Plotted:Filename:
Printed on ___% Post-Consumer
Recycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY,
CALIFORNIA
R0 11/02/2023 ISSUED FOR APPROVAL
3/31/26
As indicated
3/21/2024 6:07:09 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt
CRESCENT CITY SURGE TANK
PROJECT
AIR COMPRESSOR SYSTEM
PLAN AND SECTIONS
P-6
60709509
SH
MR
11/02/2023
HM
PP
P-6-AIR COMPRESSOR SYSTEM PLAN AND SECTIONS
SCALE: 1" = 4'
1 AIR COMPRESSOR SYSTEM PLAN AND SECTIONS
N
P-6 SCALE: 1" = 4'
3 AIR COMPRESSOR PIPING SECTION
AIR COMPRESSOR SYSTEM NOTES:
1. REMOVE EXISTING PLASTIC STORAGE CABINET AND RELOCATE ELECTRICAL WALL SWITCH AND CONDUIT FOR NEW AIR COMPRESSOR SYSTEM. OWNER TO SELECT NEW SWITCH LOCATION INSIDE THE BUILDING.
2. PROVIDE 12-INCHES OF CLEARANCE BETWEEN THE BACK OF THE AIR COMPRESSOR AND MASONRY BLOCK WALL.
3. CORE DRILL THROUGH MASONRY BLOCK WALL FOR ½ INCH STAINLESS STEEL
COMPRESSED AIR LINE TO AIR CONTROL STATION LOCATED OUTDOORS AND ALSO THE CONDENSATE LINE. FILL ANNULAR SPACE WITH FLEXIBLE
WEATHERPROOF SEALANT (PROVIDE A SHOP DRAWING FOR OWNER REVIEW AND APPROVAL OF SEALANT MATERIAL).
4. BOLT THE LEGS OF THE VERTICAL AIR COMPRESSOR TO THE EXISTING CONCRETE FLOOR USING STAINLESS STEEL CONCRETE WEDGE ANCHORS.
AIR COMPRESSOR MFG. TO PROVIDE RECOMMENDED ANCHOR BOLT SIZE AND NUMBER REQUIRED.
5. USE SCHEDULE 40 STAINLESS STEEL PIPING (THREADED AND/OR WELDED JOINTS) FOR ALL COMPRESSED AIR SYSTEM.
6. PROVIDE STAINLESS STEEL PIPE UNIONS AT MAXIMUM 10 FOOT SPACING, BETWEEN EQUIPMENT AND AS SHOWN ON THE PLANS.
7. PROVIDE AIR PIPE SUPPORTS, ATTACHED TO THE BUILDING MASONRY WALLS, AT MAXIMUM 6 FOOT SPACING.
8. ALL VALVES SHALL BE STAINLESS STEEL.
P-6 SCALE: 1" = 2-5'
2 AIR COMPRESSOR
I/R DATE DESCRIPTION
REGISTRATION
CLIENTCRESCENT CITI,CALIFORNIACONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBERSHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:Checked By:
Approved By:
Drawn By:
Last Plotted:
Filename:
Printed on ___% Post-ConsumerRecycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
26-Oct-23 10:39:29 PM
https://acc.autodesk.com/docs/files/projects/96cad5c8-801e-4128-bc58-a341dad324be?folderUrn=urn%3Aadsk.wipprod%3Afs.folder%3Aco.fVT3Q455SiCNNn7J7wNhFA&entityId=urn%3Aadsk.wipprod%3Adm.lineage%3AmLe_VS37Tzus5C40_Vtm_A&viewModel=detail&moduleId=folders
AECOM RANNE COLLECTOR
SURGE TANK
MECHANICAL DETAILS 1 OF 2
P-7
60709509
SH
MR
11/02/2023
HMPP
MECHANICAL DETAILS 1 OF 2
I/R DATE DESCRIPTION
As indicated
3/31/26
REGISTRATION
CLIENTCRESCENT CITI,CALIFORNIACONSULTANT
PROJECT
CONSULTANTS
2020 L Street, Suite 300
Sacramento, CA 95811
AECOM
ISSUE/REVISION
SHEET NUMBERSHEET TITLE
PROJECT NUMBER
Designed By:
PROJECT MANAGEMENT INTIALS
Date
Scale:Checked By:
Approved By:
Drawn By:
Last Plotted:
Filename:
Printed on ___% Post-ConsumerRecycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
26-Oct-23 10:39:29 PM
https://acc.autodesk.com/docs/files/projects/96cad5c8-801e-4128-bc58-a341dad324be?folderUrn=urn%3Aadsk.wipprod%3Afs.folder%3Aco.fVT3Q455SiCNNn7J7wNhFA&entityId=urn%3Aadsk.wipprod%3Adm.lineage%3AmLe_VS37Tzus5C40_Vtm_A&viewModel=detail&moduleId=folders
AECOM RANNE COLLECTOR
SURGE TANK
MECHANICAL DETAILS 2 OF 2
P-8
60709509
SH
MR
11/02/2023
HMPP
MECHANICAL DETAILS 2 OF 2
I/R DATE DESCRIPTION
As indicated
3/31/26
EXISTING DIESEL FUEL TANK EXISTING ELECTRICAL TOWER/ CONCRETE PAD STANDBY GENERATOR ROOM ELECTRICAL ROOM SOUTH BANK ROAD 24" ACCESS M.H SURGE TANK P-32 P-45 AIR CONTROL STATION SURGE SYSTEM PLC / CONTROL PANEL MAGNETIC LEVEL INDICATOR P-42 BUTTERFLY VALVE P-41 EXISTING WOOD POLE / SITE LIGHT AND CONTROL LEVEL TRANSMITTER WATER HOSE BIBB EXISTING PLC-1 AIR COMPRESSOR (480V, 3 PHASE, 5HP) EXISTING GENERATOR SKID EICA UNIT EXISTING LIGHTING PANEL EXISTING MOTOR CONTROL CENTER (480V, 3 PHASE) J J J 3/4"C-3#12+1#12 GND 1 3/4"C-2#12+1#12 GND 2 3/4"C-4#14+1#14GND SOLENOID VALVE 1"C-1#18TSP 3 4 PRESSURE TRANSMITTER REGISTRATION CLIENT CONSULTANT PROJECT CONSULTANTS 2020 L Street, Suite 300 Sacramento, CA 95811 AECOM ISSUE/REVISION SHEET NUMBER SHEET TITLE PROJECT NUMBER Designed By: PROJECT MANAGEMENT INTIALS Date Scale: Checked By: Approved By: Drawn By:
Last Plotted:
Filename:
Printed on ___% Post-ConsumerRecycled Content Paper
ANSI D 22"x34"
©2018 AECOM Corporation
CRESCENT CITY, CALIFORNIA R0 11/02/2023 ISSUED FOR APPROVAL 1" = 4' 2/8/2024 8:03:27 PM
Autodesk Docs://Test-Demo-US-West-Water/60709509_Civil.rvt CRESCENT CITY SURGE TANK PROJECT ELECTRICAL BUILDING AND SITE PLAN E-1 60709509 NUAR11/02/2023 HMPP E-1-ELECTRICAL BUILDING AND SITE PLAN SCALE: 1" = 4' 1 ELECTRICAL BUILDING AND SITE PLAN N NOTES: 1) PROVIDE A NEW 20AMP/3POLE CIRCUIT BREAKER IN EXISTING SPACE WITHIN EXISTING MOTOR CONTROL CENTER. 2) PROVIDE A 20AMP/1POLE CIRCUIT BREAKER IN EXISTING SPACE WITHIN EXISTING LIGHTING PANEL. 3) RELOCATE EXISTING LIGHT SWITCH (AT NEW AIR COMPRESSOR LOCATION) AS DIRECTED BY OWNER. IF REQID, CORE DRILL WALL. 4) IF REQUIRED, FOR PIPELINE CONSTRUCTION REMOVE AND REPLACE WOOD POLE AND LIGHT SYSTEM AS DIRECTED BY OWNER. I/R DATE DESCRIPTION C CONDUIT GND GROUND TSP TWISTED SHIELDED PAIR V VOLT ELECTRICAL ABBREVIATIONS 1 SEE NOTE 1 J JUNCTION BOX $ SWITCH CONDUIT EXPOSED CONDUIT IN SLAB OR UNDERGROUND ELECTRICAL LEGEND P-32 CONDUIT BENDS TOWARD OBSERVER CONDUIT BENDS AWAY FROM OBSERVER DETAIL NUMBER DRAWING NUMBER HP HORSEPOWER P POLE PLC PROGRAMMABLE LOGIC CONTROLLER