REO-0204 - Final Drawings - Signed.pdf
PDF 18 MB Posted
- Solicitation number
- WD-23-026
- Issued by
- California
About this file
This is a construction plans document for the Long Beach Water Department in Long Beach, California, detailing the Cathodic Protection Improvement of Recycled Water Systems Project – Phase 5, designated as project WD-33-22. The project encompasses cathodic protection system installations at two primary locations: Heartwell Park (Location 1) and El Dorado Park East with Willow Street recycled lines (Location 2). The work involves installing new cathodic protection test stations with magnesium anodes on 20-inch, 24-inch, and 30-inch diameter CML&C steel pipes used for recycled water distribution. The project includes six new test stations at Location 1, eight new test stations at Location 2, and modifications to existing test stations. A total of 80 magnesium anodes are specified across all test stations. The plans were submitted in August 2022 by Benjamin E. Entrekin, a licensed professional engineer, and approved by Robert Verceles, Director of Engineering/Chief Engineer, on October 13, 2022. The contractor must arrange a pre-construction meeting with the LBWD Project Engineer at minimum seven business days prior to construction start and must notify the LBWD inspector seven days before any construction activity begins.
The construction work shall conform to the Long Beach Water Department Standard Specifications for the Construction of Water and Sewer Facilities and LBWD Standard Drawings. All steel hardware must be Type 316 stainless steel with no carbon steel permitted. Construction hours are limited to 7:30 a.m. to 4:00 p.m., Monday through Friday, except LBWD holidays. The contractor is responsible for damage to existing utilities, pavement, curbs, traffic striping, and landscaping resulting from project operations and must restore all areas to original condition. Water service shutdowns are limited to a maximum of four hours; any construction exceeding this duration requires temporary high-line connections as deemed applicable by LBWD. The contractor must provide written notice to local businesses and residents seven days prior to construction with follow-up 24-hour door hanger reminders. All materials must be approved by LBWD, and the contractor shall maintain copies of plans, specifications, and submittals on the job site at all times.
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REO-0204
SHEET OF SHEETS
DRAWING / FILE NUMBER:
FAMIS PROJECT:
G-1
MUNIS PROJECT:
6005020005
1 21
LONG BEACH WATER DEPARTMENT
LONG BEACH, CALIFORNIA
PLANS FOR THE CONSTRUCTION OF
AUGUST, 2022
GENERAL MANAGER
CHRISTOPHER J. GARNER
WD-33-22
ROBERT VERCELES - DIRECTOR OF ENGINEERING / CHIEF ENGINEER DATE
LONG BEACH WATER DEPARTMENT
APPROVED BY:
BENJAMIN E. ENTREKIN R.C.E. 34599 DATE
CATHODIC PROTECTION
IMPROVEMENT OF RECYCLED WATER
SYSTEMS PROJECT - PHASE 5
SUBMITTED BY:
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
EXP 9/30/2023
September 19, 2022
Digitally signed by Benjamin E Entrekin DN: E=benjaminearle@gmail.com, CN=Benjamin E Entrekin, C=US Reason: I have reviewed this document Contact Info: EntrekinB@PondCo.com Date: 2022.09.19 14:24:24-04'00'10/13/22
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
TYPICAL SYMBOLS
M
A
SUBJECT IRRIGATION/RECYCLED WATER PIPE
EXISTING WATER PIPE
EXISTING GAS PIPE
FLANGED OUTLET IN VAULT
VALVE BOX
IN-LINE VALVE
METER BOX
CP TEST STATION
ANODE
EXISTING CP TEST STATION
TS
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE APPROVED BY LBWD AND BE IN ACCORDANCE WITH THE AMENDMENTS TO THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (LATEST EDITION GREEN BOOK), THE CURRENT LBWD STANDARD DRAWINGS, AND THE LATEST LBWD STANDARDS AND
SPECIFICATIONS FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES. THE CONTRACTOR IS REQUIRED TO HAVE THESE SPECIFICATIONS ON THE JOB
SITE AT ALL TIMES.
2. THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH THE LBWD PROJECT ENGINEER AT (562-570-2419) A MINIMUM OF SEVEN (7)
BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL APPLY FOR INSPECTION FROM THE LBWD AT (562-244-9334) AT LEAST 48
HOURS PRIOR TO STARTING WORK ON ANY PROJECT.
3. THE CONTRACTOR SHALL NOTIFY THE LBWD INSPECTOR SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION.
4. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (811) A MINIMUM OF TWO DAYS PRIOR TO EXCAVATION.
5. FOR WATER SERVICE DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT LBWD AT (562-570-2419) REGARDING SERVICE APPLICATION AND WATER
COSTS.
6. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES IMPACTED BY THIS PROJECT AND REQUEST THEIR ATTENDANCE TO THE PRE-CONSTRUCTION MEETING.
7. CONSTRUCTION HOURS ARE LIMITED FROM 7:30 A.M. TO 4:00 P.M. MONDAY THROUGH FRIDAY EXCEPT LBWD HOLIDAYS OR AS REQUIRED BY THE PERMIT.
8. ARRANGEMENTS FOR INSPECTION AT OTHER TIMES REQUIRE PRIOR APPROVAL FROM LBWD.
9. THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, VERTICAL AND HORIZONTAL ALIGNMENT AND PROTECT-IN-PLACE ALL EXISTING WATER MAINS AND
UNDERGROUND STRUCTURES.
10. ALL PIPELINE STATIONS AND OFFSETS ARE REFERENCED TO CENTERLINE OF STREET EXCEPT AS NOTED. CONTRACTOR SHALL CHANGE LOCATION OF TEST
STATIONS UP TO 5 FEET WITHOUT REQUIRING FORMAL APPROVAL, AS REQUIRED TO AVOID INTERFERENCE WITH UTILITIES AND OTHER STRUCTURES.
11. GRADE POINT ELEVATIONS ARE TO BOTTOM OF PIPE EXCEPT WHERE OTHERWISE NOTED.
12. VALVE NUMBERS ARE FOR LBWD RECORD ONLY.
13. THE CONTRACTOR SHALL REMOVE AND RESTORE EXISTING ROADWAY PAVEMENT, SIDEWALK, CURB AND OTHER SURFACE IMPROVEMENTS OVER THE PIPE.
14. TRENCH AND PLACE TEMPORARY RESURFACING IN ACCORDANCE WITH THE APPLICABLE PROVISION OF THE STANDARD SPECIFICATIONS AS SUPPLEMENTED
BY LBWD STANDARD DRAWINGS NO. WDS-406 FOR TRENCH RESTORATION. LONG BEACH WATER DEPARTMENT RESERVES THE RIGHT TO REQUIRE SLURRY
BACKFILL AT ITS DISCRETION.
15. THE CONTRACTOR IS REQUIRED TO SUBMIT TRENCH GRADE SHEETS SHOWING ELEVATIONS TO BOTTOM OF PIPE PRIOR TO WATER LINE CONSTRUCTION.
16. PLANS SHALL COMPLY WITH LONG BEACH FIRE DEPARTMENT (LBFD) REQUIREMENTS. LBFD STAMPED PLAN APPROVAL MUST BE OBTAINED PRIOR TO PLAN
APPROVAL BY LBWD.
17. THE CONTRACTOR SHALL HAVE A COPY OF THESE PLANS, SPECIFICATIONS AND SUBMITTALS FOR THIS PROJECT ON THE SITE AT ALL TIMES, AND THE
CONTRACTOR SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.
18. WORK SHOWN OR INDICATED ON THESE PLANS, OR CALLED FOR IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY QUANTITY ITEMS, SHALL BE
CONSIDERED INCIDENTAL WORK COST OF WHICH SHALL BE INCLUDED IN THE CONTRACTOR'S BID FOR PAY QUANTITY ITEMS.
19. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN THE PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO DESIGN ENGINEER FOR
RESOLUTION PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
20. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKINGS, TRAFFIC SIGNAL
DETECTOR LOOPS, STRUCTURES, SIGNS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO
REPAIR OR REPLACE IN KIND TO THE SATISFACTION OF AND AS DIRECTED BY THE CITY, THE ENGINEER, UTILITY COMPANY, OR PROPERTY OWNER.
22. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN TRENCHING IN CLOSE PROXIMITY OF OTHER UTILITIES. ANY SIGN OF DEGRADATION OF THE
TRENCH WALL INTEGRITY WILL NOT BE TOLERATED AND WILL FORCE THE STOPPAGE OF WORK UNTIL THE TRENCH INTEGRITY IS ADEQUATELY RESTORED.
23. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION (REPLACE GRASS WITH SOD). THE CONTRACTOR SHALL REPAIR
AND/OR REMODEL EXISTING IRRIGATION SYSTEMS AS NECESSARY TO FACILITATE CONSTRUCTION TO THE SATISFACTION OF THE WATER DEPARTMENT AND
LONG BEACH DEVELOPMENT SERVICES.
MATERIALS
1. ALL MATERIALS MUST CONFORM TO THE LATEST LBWD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES FOR DEVELOPER BUILT
PROJECTS UNLESS OTHERWISE SPECIFIED AND APPROVED BY LBWD. IN LIEU OF REFERENCE TO LBWD SPECIFICATIONS, ALL STEEL HARDWARE SHALL BE TYPE
316 STAINLESS. NO CARBON STEEL SHALL BE USED.
SHUTDOWNS
1. ONLY THE LBWD AND THEIR APPROVED REPRESENTATIVES SHALL OPERATE VALVES. WHEN IT IS NECESSARY TO SHUT DOWN AN EXISTING WATER SYSTEM
FOR THE PURPOSES OF CONNECTING TO AND/OR THE TESTING OF THE NEWLY-INSTALLED FACILITIES, THE CONTRACTOR SHALL REQUEST A SCHEDULED SHUT
DOWN FROM THE LBWD THROUGH THE PROJECT INSPECTOR. THE CONTRACTOR SHALL GIVE A MINIMUM ADVANCE NOTICE OF SEVEN (7) DAYS WHEN
REQUESTING LBWD VALVE OPERATIONS.
2. THE CONTRACTOR SHALL NOTIFY THE LOCAL BUSINESSES AND RESIDENTS IN WRITING SEVEN (7) DAYS PRIOR TO THE DATE OF THE CONSTRUCTION WITH A
NOTICE INFORMING THEM OF ALL POSSIBLE INCONVENIENCES INCURRED BY THE CONSTRUCTION. CONTRACTOR SHALL FOLLOW WITH A (24) HOUR DOOR
HANGER REMINDER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF ALL NOTICES. SAID NOTIFICATIONS SHALL INCLUDE
CONTRACTOR'S NAME AND TELEPHONE NUMBER FOR CONTACT.
3. THE LBWD CANNOT GUARANTEE A COMPLETE SHUTDOWN OF EXISTING WATER MAINS DUE TO THE AGE AND CONDITION OF EXISTING VALVES. THE LBWD
WILL ATTEMPT TO SHUT DOWN APPLICABLE MAINS AS COMPLETELY AS POSSIBLE; HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DEWATERING OF THE CONSTRUCTION SITE AND THE PROPER DISPOSAL OF WATER RUN OFF IN ACCORDANCE WITH THE NPDES REQUIREMENTS.
4. IN CASES WHERE THE LBWD DETERMINES THAT THE PROPOSED SHUT DOWN MAY NOT BE FEASIBLE OR MAY CAUSE AN EXCESSIVE HARDSHIP TO EXISTING
CUSTOMERS, THE DEVELOPER/CONTRACTOR WILL BE REQUIRED TO PROPOSE AN ALTERNATIVE PLAN FOR LBWD APPROVAL EXPLAINING THE
CONSTRUCTABILITY OF THE DESIGN. CONTINGENCY PLANS INCLUSIVE OF BOTTLED WATER AND PORTABLE TOILETS PER NUMBER OF CUSTOMERS MAY BE
REQUIRED.
5. THE SHUTDOWN OF WATER SERVICES FOR THE PURPOSE OF CONSTRUCTION SHALL BE LIMITED TO A MAXIMUM OF FOUR (4) HOURS. FOR CONSTRUCTION
THAT EXCEEDS (4) HOURS THE CONTRACTOR MUST PROVIDE TEMPORARY HIGH LINE CONNECTIONS WHERE DEEMED APPLICABLE BY THE LBWD.
PUBLIC AGENCIES
1. LONG BEACH PUBLIC WORKS (562) 570-6331
2. CITY OF LONG BEACH FIRE DEPARTMENT - ALARM OFFICE (562) 845-7631
3. CITY OF LB POLICE DEPARTMENT - DISPATCH (562) 435-6711
4. LONG BEACH TRANSIT (562) 845-7594
5. PARKS, RECEPTION AND MARINE (562) 570-3100
STREET CENTERLINEC/L
GENERAL NOTES, TYPICAL SYMBOLS
G-2
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
EXP 9/30/2023
10/11/2022
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
LOCATION 1 - HEARTWELL PARK
N B
E L L F
L O
W E
R S
T
E CARSON ST
HARVEY WAY
E CONANT ST
E WARLOW RD
E MONLACO ST
E HARCO ST
S A
N A
N S
E L
IN
E A
V E
W O
O D
R U
F F
A V
E
P A
L O
V E
R D
E A
V E
N B
E L L F
L O
W E
R S
T
LO
S C
O Y O
T E S D
IA
G
O N
A L
LOCATION 2 - EL DORADO
PARK EAST IRRIGATION
AND WILLOW STREET
RECYCLED LINES
E STEARNS ST
WILLOW ST
E SPRING ST
N S
T U
D E
B A
K E
R R
D
S T
E V
E L Y
A V
E
KATELLA AVE
P A
L O
V E
R D
E A
V E
SHEET INDEX
NO. DWG NO. DESCRIPTION
1 REO-0204-G-1 TITLE SHEET
2 REO-0204-G-2 GENERAL NOTES, TYPICAL SYMBOLS
3 REO-0204-G-3 VICINITY MAP, SHEET INDEX, LOCATION MAPS
4 REO-0204-CP-01 LOCATION 1 OVERALL SITE PLAN AND SCHEDULE OF CP TEST STATIONS
5 REO-0204-CP-02 LOCATION 2 OVERALL SITE PLAN AND SCHEDULE OF CP TEST STATIONS
6 REO-0204-CP-03 EL DORADO PARK EAST PLAN 1 OF 7
7 REO-0204-CP-04 EL DORADO PARK EAST PLAN 2 OF 7
8 REO-0204-CP-05 EL DORADO PARK EAST PLAN 3 OF 7
9 REO-0204-CP-06 EL DORADO PARK EAST PLAN 4 OF 7
10 REO-0204-CP-07 EL DORADO PARK EAST PLAN 5 OF 7
11 REO-0204-CP-08 EL DORADO PARK EAST PLAN 6 OF 7
12 REO-0204-CP-09 EL DORADO PARK EAST PLAN 7 OF 7
13 REO-0204-CP-10 EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED PLAN 1 OF 4
14 REO-0204-CP-11 EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED PLAN 2 OF 4
15 REO-0204-CP-12 EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED PLAN 3 OF 4
16 REO-0204-CP-13 EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED PLAN 4 OF 4
17 REO-0204-CP-14 WILLOW STREET RECYCLED LINE PLAN
18 REO-0204-CP-15 CP DETAILS SHEET 1 OF 4
19 REO-0204-CP-16 CP DETAILS SHEET 2 OF 4
20 REO-0204-CP-17 CP DETAILS SHEET 3 OF 4
21 REO-0204-CP-18 CP DETAILS SHEET 4 OF 4
VICINITY MAP
LOCATION MAPS
VICINITY MAP, SHEET INDEX, LOCATION MAPS
PROJECT LOCATION
G-3
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
8" WATER
6" WATER 6" WATER 6" WATER 6" WATER 6" WATER 6" WATER 6" WATER
" W
A T
E R
" W A
T E
R
2" G
A S
2" GAS 2" GAS 2" GAS 2" GAS 2" GAS 2" GAS 2" GAS 2" GAS 2" GAS
16" WATER
16" WATER 16" WATER
16" WATER
16" WATER
6" WATER
6" W
A
TE
R
16" WATER 16" WATER
16" W
ATER
16" WATER 16" WATER
16" WATER 16" WATER
16" WATER
W A
T E
R
" G
A S
" W
A T
E R
" S
E W
E R
" w
8" V.C.P. S.
" IR
R
" M W
D
8" WATER
4" GAS
8" SEWER 8" SEWER 8" SEWER
8" WATER
8" WATER
8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER
4" GAS
4" GAS 4" GAS 4" GAS 4" GAS 4" GAS 4" GAS 4" GAS 4" GAS
" G
A S
" W
A T
E R
" W
A T
E R
" W
A T
E R
" G
A S
" G
A S
" W
A T
E R
" G
A S
" W
A T
E R
" G
A S
" S
E W
E R
" S
E W
E R
" W
A T
E R
" G
A S
" W
A T
E R
" G
A S
12" WATER
12" WATER
8" WATER
" W A
T E
R
12" WATER
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L
C /L
C /L
C /L
C /L
C /L
" G
A S
" W A
T E
R
PARKREST ST
M A
R B
E R
A V
E
B E
L L
F L
O W
E R
B L
V B
" W A
T E
R
PARKREST ST
HEARTWELL PARK HEARTWELL PARK
PARKREST ST
HEARTWELL PARK HEARTWELL PARK HEARTWELL PARK
HEARTWELL PARK
HEARTWELL PARK HEARTWELL PARK
HEARTWELL PARK
HEARTWELL PARK
HEARTWELL GOLF
COURSE
PARKREST ST
S A
N A
N S
E L
IN
E
A V
E
A L
B U
R Y
A V
E
W O
O D
R U
F F
A V
E
PARKREST ST PARKREST ST PARKREST ST PARKREST ST
S E
N A
S A
C A
V E
G O
N D
A R
A V
E
M c N
A B
A V
E
S N
O W
D E
N A
V E
C A
N E
H
IL
L A
V E
C A
R F
A X
A V
E
C O
N Q
U
IS
T A
A V
E
P A
L O
V E
R D
E A
V E
PARKREST ST
STA 181STA 182
STA 183
STA 184STA 185STA 186STA 187STA 188STA 189
STA 190
STA 191STA 192STA 193
195196197199 198STA 200STA 201STA 202STA 203STA 204STA 205STA 206
STA 207
STA 209STA 210STA 211STA 212STA 213
STA 214
STA 215
STA 216
STA 217
STA 218
STA 208 STA 174
STA 173
STA 172 STA 171 STA 170 STA 169 STA 168 STA 167
STA 166
STA 165 S
T
A
STA 163 STA 162
6" WATER6" WATER
2" GAS2" GAS2" GAS2" GAS
STA 208STA 208
2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS
2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS
" W A
T E
R
" W
A T
E R
" W A
T E
R
" W
A T
E R
" W A
T E
R
" W A
T E
R
" W
A T
E R
STA 217
2" GAS2" GAS
2" GAS2" GAS2" GAS2" GAS2" GAS
16" WATER16" WATER
STA 188STA 188
STA 185STA 185
HEARTWELL PARKHEARTWELL PARK
16" WATER16" WATER
STA 188STA 188 STA 186STA 186
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
HEARTWELL PARK
" G
A S
" G
A S
HEARTWELL GOLF
COURSE
HEARTWELL GOLF
C /L
C /L
C /L
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
Sheet CP-03 Sheet CP-04 Sheet CP-05 Sheet CP-06 Sheet CP-07 Sheet CP-08 Sheet CP-09
HEARTWELL PARKHEARTWELL PARK
HEARTWELL PARKHEARTWELL PARK
HEARTWELL PARK
PARKREST ST
PARKREST ST
E CARSON ST
E CARSON ST
N B
E L
L F
L O
W E
R B
L V
D
HEARTWELL PARKHEARTWELL PARK
N B
E L
L F
L O
W E
R B
L V
D
W O
O D
R U
F F
A V
E
P A
L O
V E
R D
E A
V E
W O
O D
R U
F F
A V
E
E HARCO ST
S A
N A
N S
E L
IN
E
A V
E
M A
R B
E R
A V
E
A L
B U
R Y
A V
E
PARKREST ST PARKREST ST
LOCATION 1 - HEARTWELL PARK - OVERALL SITE PLAN
LOCATION 1 - OVERALL SITE PLAN AND SCHEDULE
OF CP TEST STATIONS
20" PIPELINE
SCHEDULE OF CP TEST STATIONS AT LOCATION 1
TS ID PIPE STA. LAT. LONG. TYPE SHEET NO.
QTY. OF
ANODES
N/A 20" 217+14.00 33.830383 -118.12501 TEST ACCESS ONLY CP-03 NONE
20-CPTS-01 20" 207+22.00 33.830293 -118.12183 NEW TEST STATION AT VALVE CP-04 10
20-CPTS-02 20" 202+22.00 33.830335 -118.12048 NEW TEST STATION AT VALVE CP-05 4
20-CPTS-03 20" 190+31.00 33.830444 -118.11642
EXISTING TEST STATION WITH NEW
ANODES
CP-06 12
20-CPTS-04 20" 183+62.00 33.830429 -118.11411 NEW TEST STATION CP-07 6
20-CPTS-05 20" 172+83.50 33.830328 -118.11085 NEW TEST STATION AT VALVE CP-08 10
20-CPTS-06 20" 164+70.00 33.830337 -118.10804 NEW TEST STATION AT RISER CP-09 9
CP-01
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
" G A
S
" G
A S
" G A
S
30" GAS
24" SEWER
48" SEWER
" W
A T
E R
8" WATER
8" WATER
" W
A T
E R
" W A
T E
R " W
A T
E R
42" WATER 12" SD
" W
A T
E R
C/L C/L
C/L
C/LC/L
C/L
C/L
WILLOW ST
WILLOW ST
P U
M P
S T
A T
IO
N
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 148
STA 141
STA 147
S
TA
STA 139
STA 138
STA 137
STA 136
S T
A
S T
A
S T
A
S
T A
S T
A
S
T A
S T
A
S
T A
S T
A
S
T A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S
T A
STA 1+05.00
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
S C
E S
C E
S C
E
S C
E
SCE SCESCE
S C
E S
C E
S C
E S
C E
S C
E S
C E
S C
E S
C E
S C
E S
C E
S C
E S
C E
S C
E S
C E
S C
E
SCE SCE SCE SCE
S T
A
S T
A
S T
A
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
Sheet CP-10
Sheet CP-11
Sheet CP-12
Sheet CP-13
Sheet CP-14
E WILLOW ST
LOCATION 2 - EL DORADO PARK EAST IRRIGATION AND WILLOW STREET
RECYCLED LINES - OVERALL SITE PLAN
LOCATION 2 - OVERALL SITE PLAN AND SCHEDULE
OF CP TEST STATIONS
24" PIPELINE
20" AND 30" PIPELINES
F R
W Y
C O
Y O
T E
C R
E E
K F
C
S A
N G
A B
R
IE
L R
IV
E
R F
C
300' SO CAL. EDISON EASEMENT
SCHEDULE OF CP TEST STATIONS AT LOCATION 2
TS ID PIPE STA. LAT. LONG. TYPE SHEET NO.
QTY. OF
ANODES
20-CPTS-07 20" 20+63.00 33.803937 -118.088649 NEW TEST STATION AT TEE CP-10 4
30-CPTS-01 30" 148+65.25 33.803937 -118.088649 NEW TEST STATION AT TEE CP-10 7
20-CPTS-08 20" 14+15.00 33.802183 -118.088687 NEW TEST STATION AT VALVE CP-11 6
30-CPTS-02 30" 158+00.00 33.801453 -118.088648 EXISTING TEST STATION CP-11 7
20-CPTS-09 20" 08+10.00 TBD TBD NEW TEST STATION CP-12 9
30-CPTS-03 30" 163+90.00 TBD TBD NEW TEST STATION CP-12 9
20-CPTS-10 20" 1+10.00 33.798575 -118.088442
NEW TEST STATION AT PUMP
STATION
CP-13 9
24-CPTS-01 24" 140.13.00 33.804722 -118.088685
EXISTING TEST STATION WITH NEW
ANODES
CP-14 8
CP-02
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
" W
A T
E R
" W A
T E
R
2" G
A S
2" GAS
16" WATER
16" WATER
6" WATER
6" W
A
TE
R
C/L C/L
" W A
T E
R
PARKREST ST
M A
R B
E R
A V
E
B E
L L
F L
O W
E R
B L
V B
" W A
T E
R
HEARTWELL PARK
STA 212STA 213
STA 214
STA 215
STA 216
STA 217
STA 218
2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS2" GAS
" W A
T E
R
" W
A T
E R
STA 217
C /L
C /L
C /L
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
20" CML&C STEEL PIPE
20" FLANGED OUTLET IN
VAULT (STA 217+14.00)
SEE NOTES.
EL DORADO PARK EAST - PLAN 1 OF 7 ( STA 211+54.09 TO STA 218+34.80 )
(NO WORK AT THIS LOCATION)
NOTES:
1. FLANGED OUTLET SHOWN FOR REFERENCE ONLY; NO WORK AT THIS LOCATION. THE
OUTLET HAS BEEN CONFIRMED TO BE ELECTRICALLY CONTINUOUS WITH PIPE AT STA
207+00 AND SHOULD BE USED FOR TESTING TO VERIFY EFFECTIVENESS OF THE CP
SYSTEM.
2. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
3. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
EL DORADO PARK EAST
PLAN 1 OF 7
31'
10' LBWD EASEMENT
SEE NOTES
CP-03
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
6" WATER 6" WATER
2" GAS 2" GAS 2" GAS
16" WATER
C/L C/L C/L C/L C/LPARKREST ST
HEARTWELL PARK
STA 206
STA 207
STA 209STA 210STA 211 STA 208
6" WATER6" WATER
2" GAS2" GAS
STA 208STA 208
2" GAS2" GAS
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
20" CML&C STEEL PIPE
A A A A AA A A A A
NEW TEST STATION W/
10 ANODES (STA 207+22.00)
TS ID: 20-CPTS-01
SEE DETAIL 1/CP-15
VALVE BOX (STA 207+05)
PROTECT IN PLACE
5' TYP.
EL DORADO PARK EAST - PLAN 2 OF 7 ( STA 205+54.54 TO STA 211+54.09 )
TS
EL DORADO PARK EAST
PLAN 2 OF 7
86'
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE PUBLIC RIGHT-OF-WAY BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
EXISTING CP TEST STATION
AT INSULATED BUTTERFLY
VALVE TO REMAIN
CP-04
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
6" WATER 6" WATER
2" GAS 2" GAS
16" WATER
16" WATER
16" WATER
" W
A T
E R
" S
E W
E R
" w
8" V.C.P. S.
C/L C/L C/L C/L C/LPARKREST ST
HEARTWELL PARK
S A
N A
N S
E L
IN
E A
V E
STA 200STA 201STA 202STA 203STA 204STA 205
2" GAS2" GAS2" GAS 2" GAS2" GAS
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A
5' TYP.
20" CML&C STEEL PIPE
HEARTWELL PARK- EAST
METERED CONNECTION VAULT
NEW TEST STATION W/ 4 ANODES (STA 202+22.00)
TS ID: 20-CPTS-02
SEE DETAIL 1/CP-15
VALVE BOX (STA 202+83.50)
PROTECT IN PLACE
EL DORADO PARK EAST - PLAN 3 OF 7 ( STA 199+26.00 TO STA 205+54.54 )
EL DORADO PARK EAST
PLAN 3 OF 7
177'
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE PUBLIC RIGHT-OF-WAY BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
TS
CP-05
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
16" WATER 16" WATER
" G
A S
" IR
R
" M W
D
8" WATER
4" GAS
8" SEWER
8" WATER
C/L C/L C/L C
/L C
/L C
/L
" G
A S
HEARTWELL PARK
HEARTWELL PARK
A L B
U R
Y A
V E
W O
O D
R U
F F
A V
E
STA 187STA 188STA 189
STA 190
STA 191STA 192STA 193
16" WATER
STA 188STA 188
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A A
5' TYP.
A A A A A
20" CML&C STEEL PIPE
EXISTING TEST STATION (STA 190+31.00) TO REMAIN.
ROUTE LEADS FROM TWELVE (12) NEW ANODES
TO TEST STATION AND CONNECT TO THE
EXISTING PIPE LEADS.
TS ID: 20-CPTS-03
SEE DETAIL 3/CP-15
EL DORADO PARK EAST - PLAN 4 OF 7 ( STA 186+77.94 TO STA 193+18.64 )
EL DORADO PARK EAST
PLAN 4 OF 7
A
A
102'
137'
PARKCREST ST
10' LBWD EASEMENT
SEE NOTES
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
CP-06
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
16" WATER 16" WATER
8" SEWER 8" SEWER
8" WATER
8" WATER
4" GAS
4" GAS 4" GAS
" W
A T
E R
" G
A S
" S
E W
E R
C/L C/L C/L C/L
C /L
C /L
HEARTWELL PARK
PARKREST ST
S E
N A
S A
C A
V E
STA 181STA 182
STA 183
STA 184STA 185STA 186 STA 185
HEARTWELL PARKHEARTWELL PARK
16" WATER16" WATER
STA 186
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
20" CML&C STEEL PIPE
A A A A A
5' TYP.
HERSEY METERED VAULT
TO BE PROTECTED IN PLACE
NEW TEST STATION
W/ 6 ANODES (STA 183+62.00)
TS ID: 20-CPTS-04
SEE DETAIL 1/CP-15
EL DORADO PARK EAST - PLAN 5 OF 7 ( STA 180+56.51 TO STA 186+77.94 )
EL DORADO PARK EAST
PLAN 5 OF 7
A
125'
10' LBWD EASEMENT
SEE NOTES
TS
4" FLANGED PIPE OUTLET
AT STA (183+75.00)
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
CP-07
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
8" WATER 8" WATER
4" GAS 4" GAS 4" GAS
" G
A S
" W
A T
E R
" G
A S
" S
E W
E R
" W
A T
E R
" G
A S
C/L C/L C/L
HEARTWELL PARK
PARKREST ST
C A
N E
H
IL
L A
V E
C A
R F
A X
A V
E
STA 174
STA 173
STA 172 STA 171 STA 170 STA 169
HEARTWELL PARK
" G
A S
" G
A S
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A A
5' TYP.
A A A A A
M
20" CML&C STEEL PIPE
HERSEY METERED VAULT
TO BE PROTECTED IN PLACE
4" FLANGED PIPE OUTLET AT
STA (172+91.00)
EL DORADO PARK EAST - PLAN 6 OF 7 ( STA 168+10.33 TO STA 174+16.26 )
TS
EL DORADO PARK EAST
PLAN 6 OF 7
C /L
NEW TEST STATION W/ 10 ANODES
(STA 172+83.50)
TS ID: 20-CPTS-05
SEE DETAIL 1/CP-15
117'
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE PUBLIC RIGHT-OF-WAY BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
CP-08
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
4" GAS
" W
A T
E R
" G
A S
12" WATER
12" WATER
8" WATER
" W A
T E
R
C/L C/L
HEARTWELL PARK
HEARTWELL GOLF
COURSE
PARKREST ST
C
O N
Q U
IS
T
A A
V E
P A
L O
V E
R D
E A
V E
PARKREST ST
STA 168 STA 167
STA 166
STA 165 S
T
A
STA 163 STA 162
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
" W
A T
E R
HEARTWELL GOLF
COURSE
HEARTWELL GOLF
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A A
5' TYP.
A A A
20" CML&C STEEL PIPE
NEW TEST STATION
W/ 9 ANODES (STA 164+70.00)
TS ID: 20-CPTS-06
SEE DETAIL 1/CP-15
EL DORADO PARK EAST - PLAN 7 OF 7 ( STA 161+48.58 TO STA 168+10.33 )
TS
EL DORADO PARK EAST
PLAN 7 OF 7
A
138' 94.50'
10' LBWD EASEMENT
SEE NOTES
C /L
C /L
C /L
C /L
LA
. C
O . F
LO
O
D C
O N
T R
O L
LO
S C
E R
R
IT
O S C
H A N
N E L
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
CP-09
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
30" GAS
30" GAS
30" GAS
" G A
S
" S E
W E
R
" S E
W E
R
8" WATER
" W
A T
E R
" W
A T
E R
C /L
C /L
W
IL
L O
W S
T
STA 149
STA 150
STA 151
STA 152
STA 153
S T
A
S T
A
STA 17
STA 18
STA 19
STA 20
STA 21
STA 22
SCE
SCE
SCE
SCE
S C
E S
C E
S C
E
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A
5' TYP.
A A A A
A A
A
NEW TEST STATIONS WITH 4 ANODES
(STA 20+63.00)
TS ID: 20-CPTS-07
SEE DETAIL 2/CP-15
EXPOSE PIPES AT CONNECTION
AND BOND ACROSS ALL FLANGED
CONNECTIONS.
SEE DETAIL 8/CP-16
24" CML&C
STEEL PIPE
20" CML&C STEEL PIPE
30" CML&C STEEL PIPE
EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED LINES - PLAN 1 OF 4 ( STA 16+20.54 TO STA 122+47.39 )
TS
EL DORADO PARK EAST IRRIGATION AND WILLOW
STREET RECYCLED - PLAN 1 OF 4
300' SCE EASEMENT
TS
101'
SCE ELECTRICAL BOX
30" BUTTERFLY VALVE, AIR AND
VACUUM RELEASE VALVE ASSEMBLY
IN VAULT (STA 149+16.60)
FOR INFORMATION ONLY
300' SCE EASEMENT
NEW TEST STATIONS WITH 7 ANODES
(STA 148+65.25)
TS ID:30-CPTS-01
SEE DETAIL 2/CP-15
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
10' LBWD EASEMENT
SEE NOTES
CP-10
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
STA 153
STA 154
STA 155
STA 13
STA 157
STA 158
STA 159
STA 156
STA 14
STA 15
STA 16
STA 10
STA 11
STA 12
SCESCE
SCE
SCE
SCE
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A
A A A
A A A A
5' TYP.
A A A
ADD 7 ANODES TO THE EXISTING
TEST STATION (STA 158+00.00)
TS ID: 30-CPTS-02
SEE DETAIL 3/CP-15
30" CML&C STEEL PIPE
20" CML&C
STEEL PIPE
EXPOSE PIPE AND INSTALL A NEW
TEST STATION W/ 6 ANODES (STA 14+15.00)
TS ID: 20-CPTS-08
SEE DETAIL 1/CP-15
20" CML&C STEEL PIPE
30" CML&C STEEL PIPE
EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED LINES - PLAN 2 OF 4 ( STA 9+84.53 TO STA 16+20.54 )
TS
EL DORADO PARK EAST IRRIGATION AND WILLOW
STREET RECYCLED - PLAN 2 OF 4
300' SCE EASEMENT
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
10' LBWD EASEMENT
SEE NOTES
CP-11
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
STA 160
STA 161
STA 162
STA 163
STA 164
STA 165
STA 4
STA 5
STA 6
STA 7
STA 8
STA 9
SCE
SCE
SCE
SCE
SCE
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A A
A A A A
A A A A A
A A A A
20" CML&C STEEL PIPE
30" CML&C STEEL PIPE
INSTALL NEW TEST STATION ON 30" PIPE
W/ 9 ANODES (STA 163+90.00)
TS ID: 30-CPTS-03
SEE DETAIL 1/CP-15
INSTALL NEW TEST STATION ON 20" PIPE
W/ 9 ANODES (STA 08+10.00)
TS ID: 20-CPTS-09
SEE DETAIL 1/CP-15
EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED LINES - PLAN 3 OF 4 ( STA 3+82.69 TO STA 9+84.53 )
TS
TS
EL DORADO PARK EAST IRRIGATION AND WILLOW
STREET RECYCLED - PLAN 3 OF 4
300' SCE EASEMENT
5' TYP.
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
10' LBWD EASEMENT
SEE NOTES
5' TYP.
CP-12
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
36" WATER
12" WATER
12" WATER4
" W
A T
E R
" S
D
12" WATER
PUMP STATION
STA 2
STA 3
S T
A
.0
12" WATER12" WATER
12" WATER
SCE
SCE
SCE
SCE
SCE
STA 166
STA 167
STA 168
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A A
A A A A
5' TYP.
INSTALL A 20" DIAMETER ISOLATION
FLANGE KIT ON RISER AT STA 1+00.00.
SEE DETAIL 11/CP-17
EXPOSE BURIED PIPING AND BOND
ACROSS FLANGED/VALVE CONNECTIONS
BETWEEN THE 20" AND 30" PIPELINES.
SEE DETAIL 9/CP-16
NEW TEST STATION W/ 9 ANODES
(STA 1+10.00)
TS ID: 20-CPTS-10
SEE DETAIL 1/CP-15
20" CML&C STEEL PIPE
30" CML&C STEEL PIPE
EL DORADO PARK EAST IRRIGATION AND WILLOW STREET RECYCLED LINES - PLAN 4 OF 4 ( STA 1+00 TO STA 3+82.69 )
TS
EL DORADO PARK EAST IRRIGATION AND WILLOW
STREET RECYCLED - PLAN 4 OF 4
EASEMENT (SCE) 300'
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
10' LBWD EASEMENT
SEE NOTES
CP-13
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
C/LC/L
C/L
C/L
WILLOW ST
STA 141
S
TA
STA 139
STA 138
STA 137
STA 136
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
SCALE: 1" = 20' 0 20' 40' 60'10'
A A A A
24" CML&C STEEL PIPE
ADD 8 ANODES TO THE EXISTING
TEST STATION (STN 140.13.00)
TS ID: 24-CPTS-01
SEE DETAIL 3/CP-15
WILLOW STREET RECYCLED LINE - PLAN ( STA 135+68.72 TO STA 141+22.56 )
TS
WILLOW STREET RECYCLED LINE PLAN
10' LBWD EASEMENT
SEE NOTES
A
A
A
A
5' TYP.
NOTES:
1. ALL WORK SHALL REMAIN WITHIN THE EASEMENT BOUNDARIES.
2. RECORD DRAWINGS ARE AVAILABLE FROM LBWD TO INDICATE PIPE DEPTH.
CP-14
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
30" PIPE
30" PIPELINE
9 CONNECTION AT PUMP STATION
NTS
8 24" AND 30" PIPES CONNECTION TO 20" PIPE
NTS
24" PIPELINE
#8AWG HMWPE
JUMPER BOND
(TYP.)
20" PIPE
20" PIPE
EXOTHERMICALLY WELDED
CONNECTION (TYP.) PER
DETAILS 14 AND 15/CP-180.01-OHM SHUNT, 8-AMP CAPACITY
#12 AWG HMWPE
STRUCTURE LEAD
CABLE
TERMINAL BOX
(COVER NOT SHOWN)
1" STAMPED BRASS TAG
(TYP.)
(2) #8 AWG
HMWPE ANODE
HEADER
CABLES
#14 AWG/RHH - RHW
COUPON LEAD CABLE (RED)
#14 AWG/RHH - RHW COUPON
LEAD CABLE (BLACK)
#14 AWG/RHH - RHW REFERENCE
ELECTRODE LEAD CABLE (BLUE)
5 COTT TEST STATION BOARD AND WIRING DETAIL
NTS
#12 AWG HMWPE
STRUCTURE LEAD
CABLE
7 NEW TEST LEADS CONNECTION TO PIPE AT VALVE
NTS
EXOTHERMIC WELD, PER
DETAILS 14 AND 15/CP-18.
(2) #12 AWG HMPWE
STRUCTURE LEADS ROUTED
BACK TO THE TEST STATION
AS NOTED ON PLANS
RECLAIMED WATER
MAIN
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
CATHODIC PROTECTION DETAILS
SHEET 2 OF 4
EXOTHERMICALLY WELDED
CONNECTION (TYP.), PER
DETAILS 14 AND 15/CP-18.
24"
FLUSH WITH TOP OF CURB
CURB FACE
6 CONCRETE PAD INSTALLATION
NTS
CP TEST
NOTES:
1. PROVIDE A CONCRETE PAD FOR TEST STATIONS LOCATED IN
UNPAVED AREAS.
2. FOR THE TWO (2) TEST STATIONS AT THE 30" TEE (STA 148+49.05)
PROVIDE A 24" BY 48" CONCRETE PAD.
20" PIPELINE
GENERAL NOTES:
1. ALLOW 18" SLACK IN WIRES AND TAPE AT CONDUIT ENTRANCE 3' LONG WITH
FOUR LAYERS OF ELECTRICIANS TAPE.
2. LABEL WIRES IN ANODE TEST STATION USING 1" STAMPED BRASS TAGS:
"ANODE", "REF", "PIPE", "COUPON"
#8AWG HMWPE JUMPER BOND (TYP.)
20" PIPELINE
20" VALVE
60" SANITARY DRAIN PIPE
PROTECT IN PLACE
(NO WORK)
12" SANITARY DRAIN PIPE
PROTECT IN PLACE
(NO WORK)
CP-16
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
CATHODIC PROTECTION DETAILS
SHEET 1 OF 4
NEW TEST STATION
NTS
VALVE
NEW TEST STATION AT PUMP STATION
NTS
EXISTING TEST STATION WITH NEW ANODES
NTS
NEW TEST STATION AT 24",30", 20"
NTS
PERMANENT COPPER/COPPER SULFATE
REFERENCE CELL WITH CP MONITORING
COUPON INSTALLED AT SPRINGLINE 1'
FROM PIPELINE. SEE DETAIL 16/CP-18.
PERMANENT COPPER/COPPER SULFATE
REFERENCE CELL WITH CP MONITORING COUPON
INSTALLED AT SPRINGLINE 1' FROM PIPELINE. SEE
NOTES AND DETAIL 16/CP-18.
PERMANENT COPPER/COPPER SULFATE
REFERENCE CELL WITH CP MONITORING
COUPON INSTALLED AT SPRINGLINE 1'
FROM PIPELINE. SEE DETAIL 16/CP-18.
PERMANENT COPPER/COPPER SULFATE
REFERENCE CELL WITH CP MONITORING
COUPON INSTALLED AT SPRINGLINE 1' FROM
PIPELINE. SEE DETAIL 16/CP-18.
EPOXY RESIN SPLICE.
SEE DETAIL 10/CP-17.
EPOXY RESIN SPLICE.
SEE DETAIL 10/CP-17.
EPOXY RESIN SPLICE,
SEE DETAIL 10/CP-17.
EPOXY RESIN SPLICE.
SEE DETAIL 10/CP-17.
#8 AWG HMWPE ANODE
HEADER CABLE (RED)
#8 AWG HMWPE ANODE
HEADER CABLE (RED)
#8 AWG HMWPE ANODE
HEADER CABLE (RED)
6" X 24" X 24" CONCRETE PAD,
SEE DETAIL 6/CP-16.
6" X 24" X 24" CONCRETE PAD,
SEE DETAIL 6/CP-16.
6" X 24" X 24" CONCRETE
PAD, SEE DETAIL 6/CP-16.
6" X 24" X 48" CONCRETE PAD,
SEE DETAIL 6/CP-16
F
T
(M A
X
5 FT.
PIPE LEADS FROM
EXOTHERMICALLY WELDED
CONNECTIONS ON THE PIPE
(TYP).
SEE DETAIL 7/CP-16.
FLUSH TO GRADE TEST
STATION W/ CAST IRON LID,
SEE DETAIL 12/CP-17.
WARNING TAPE: POLYTHYLENE, 3" WIDE, RED DETECTABLE METALLIC,
IMPRINTED CONTINUOUSLYIN BLACK AS SHOWN ABOVE.
CAUTION CAUTION CAUTION CAUTION
BURIED CATHODIC PROTECTION LINE BELOW
3" METAL BOLLARD
PRINTED YELLOW "CP TEST"
F
T
(M A
X
5'
30" PIPE
20" PIPE
20" PIPE
30" PIPE
60-LB. HP MAGNESIUM ANODES.
SEE DETAIL 13/CP-17.
60-LB. HP MAGNESIUM
ANODES. SEE DETAIL
13/CP-17.
60-LB. HP MAGNESIUM ANODES. SEE
DETAIL 13/CP-17.
60-LB. HP MAGNESIUM ANODES. SEE
DETAIL 13/CP-17.
FLUSH TO GRADE TEST STATION W/ CAST IRON LID,
SEE DETAIL 12/CP-17
FLUSH TO GRADE TEST STATION W/
CAST IRON LID, SEE DETAIL 12/CP-17.
FLUSH TO GRADE TEST STATION W/ CAST IRON LID'
SEE DETAIL 12/CP-17.
COTT TEST STATION,
SEE DETAIL
5/CP-16.
NOTES:
1. BOND ACROSS ALL VALVES AND FLANGES TO PROVIDE ELECTRICAL CONTINUITY IN PIPE.
2. PROVIDE ONE PIPE CONNECTION LEAD FROM EACH SIDE OF THE VALVE.
3. FOR THE TEST STATIONS WITHOUT A VALVE NEARBY, PROVIDE TWO (2) EXOTHERMICALLY
WELDED CONNECTION LEADS FROM THE PIPE.
4. 3" GALVANIZED PIPE MARKER REQUIRED ONLY AT TEST STATIONS NOT INSTALLED NEXT TO CURBS.
NOTES:
1. ALL ANODES NOT SHOWN FOR CLARITY
2. BOND 30" AND 20" PIPES PER DETAIL 9/CP-16.
3.3" GALVANIZED PIPE MARKER REQUIRED ONLY
AT TEST STATIONS NOT INSTALLED NEXT TO CURBS.
NOTES:
1. UTILIZE EXISTING PIPE LEADS INSIDE TEST STATION TO CONNECT THE ANODES
TO PIPE
2. DISCONNECT, CUT AND TAPE THE LEADS FROM EXISTING DEPLETED ANODES AT
TEST STATION.
30-CPTS-01
20-CPTS-07
COTT TEST STATION, SEE
DETAIL 5/CP-16
ROUTE TO 20-CPTS-07ROUTE TO 30-CPTS-0124" PIPE
NOTES:
1. ALL ANODES NOT SHOWN FOR CLARITY
2. BOND 30" AND 20" PIPES PER DETAIL 8/CP-16
3. 3" GALVANIZED PIPE MARKER REQUIRED ONLY
AT TEST STATIONS NOT INSTALLED NEXT TO CURBS.
COTT TEST STATION,
SEE DETAIL 5/CP-16.
COTT TEST STATION,
SEE DETAIL 5/CP-16.
WARNING TAPE: POLYTHYLENE, 3" WIDE, RED
DETECTABLE METALLIC, IMPRINTED
CONTINUOUSLYIN BLACK AS SHOWN ABOVE.
CAUTION CAUTION CAUTION CAUTION
BURIED CATHODIC PROTECTION LINE BELOW
SEE DETAIL
7/CP-16.
CP-15
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
ELEMENT CONTENT %
AL 0.010
Mn 0.50 TO 1.30
Cu 0.02 MAX
Ni 0.001 MAX
Fe 0.03 MAX
OTHER 0.05 EACH OR
0.3 MAX TOTAL
Mg REMAINDER
BACKFILL COMPOSITION
75% GYPSUM
20% BENTONITE
5% SODIUM SULPHATE
INGOT WEIGHT: 60 LBS
PACKAGED WEIGHT: ~130 LBS
#10 AWG THHN INSUL.
ANODE LEAD CABLE
SECURE W/ TIE WIRE
SILVER SOLDERED
CONNECTION
EPOXY
MAGNESIUM ALLOY
INGOT
GALV. STEEL CORE
CLOTH BAG
PACKAGED BACKFILL
8"
SPLIT BOLT
CONNECTOR
PLASTIC MOLD
EPOXY RESIN
SPLICE KIT
FILLER HOLE
#10 AWG THHN ANODE
LEAD CABLE
#8 AWG HMWPE ANODE
HEADER CABLE
#8 AWG HMWPE ANODE
HEADER CABLE
13 HIGH POTENTIAL MAGNESIUM ANODE
NTS
10 EPOXY RESIN SPLICE KIT
NTS
FLANGE NUT
STEEL WASHER (TYP.)
INSULATING WASHER (TYP.)
INSULATING GASKET
INSULATING SLEEVE FLANGE BOLT
FLANGE
1. ISOLATION FLANGE KITS SHALL BE INSTALLED TO ELECTRICALLY
ISOLATE THE UNDERGROUND PIPING FROM ABOVEGROUND PIPING.
2. AFTER ASSEMBLY, TEST TO VERIFY THAT ISOLATION IS EFFECTIVE. IF
ISOLATION IS NOT EFFECTIVE, REPAIR AS NECESSARY AND RETEST.
THIS PROCESS SHALL CONTINUE UNTIL ISOLATION IS VERIFIED AS
EFFECTIVE.
3. AFTER VERIFYING EFFECTIVE ISOLATION, COAT THE ENTIRE FLANGE
AND ALL EXPOSED METAL INCLUDING BOLTS, NUTS, AND WASHERS
WITH FOUR COMPONENTS OF DENSO OR TRENTON WAX TAPE COATING
SYSTEM. COATING SYSTEM SHALL EXTEND A MINIMUM OF 12 INCHES
ON EITHER SIDE OF FLANGE.
GENERAL NOTES:
11 ISOLATION FLANGE KIT SCHEMATIC
NTS
11"
14-1/4"
11-1/8"
10-3/8"
9"
11-3/8"
12"
G5 CONCRETE VALVE BOX (TYP.)
CP TEST
LOCKING GRADE RING
12 CP TEST BOX DETAIL
NTS
CATHODIC PROTECTION DETAILS
SHEET 3 OF 4
L B W D
"LBWD" FIELD
WELDED ON LID
CP-17
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
APPROVED
RECOMMENDED
DEPARTMENT DATE
APP'D.BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 20'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
WD-33-22
DATE
VARIOUS
DESCRIPTIONDATEREV. SHEET OF SHEETS
DRAWING / FILE NUMBER:
DATE
DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH WATER DEPARTMENT
CATHODIC PROTECTION IMPROVEMENT OF
RECYCLED WATER SYSTEMS PROJECT
PHASE 5
GALATI, N
ENTERKIN,B __/__/__-
N/A
MUNIS PROJECT:
6005020005
32101045 21
08 03 22
08 17 22
REO-0204
NOTES:
1. EXOTHERMIC WELDS (MAX. CHARGE CA-15)
2. EXOTHERMIC WELDS MUST BE 6" APART ON THE PIPE.
3. CABLES LARGER THAN A.W.G. NO. 4 MUST BE SPLIT FOR PROPER ATTACHMENT.
4. ALL LEAD WIRES AWG #8 OR SMALLER SHALL BE INSTALLED USING COPPER SLEEVES FOR
PROPER ATTACHMENT.
5. ALL EXPOSED COPPER AND STEEL SHALL BE COATED PER FACTORY COATING
SPECIFICATIONS USING SPC 2888 TWO-PART EPOXY OR AS DIRECTED BY THE COMPANY
REPRESENTATIVE. IF CONTRACTOR IS NOT CERTIFIED BY MANUFACTURER FOR THE
INSTALLATION OF SPC 2888 TWO-PART EPOXY, THEN A COMBINATION OF TRENTON
GRAYCOAT COLD-APPLIED WAX COATING & GUARD-WRAP PATCH WRAPPER SHALL BE
APPLIED
STEP 1.
STEP 2.
OR CADWELD PLUS
STEP 3.
STEP 4.
PREPARE STRUCTURE CONNECTION AREA
(3"X3") TO BARE SHINY METAL AND CLEAN.
STEP 5.
STRIP INSULATION FROM WIRE. ATTACH
SLEEVE (IF REQUIRED) I.E. #8 AWG WIRE OR
SMALLER
HOLD MOLD FIRMLY WITH OPENING AWAY
FROM OPERATOR & IGNITE WITH FLINT GUN
REMOVE SLAG FROM CONNECTION & PEEN WELD
FOR SOUNDNESS. IF FIRST EXOTHERMIC WELD IS
UNACCEPTABLE, A SECOND EXOTHERMIC WELD
MUST BE MOVED A MINIMUM OF 3" AWAY
COVER CONNECTION AND EXPOSED STRUCTURE
SURFACE WITH AN APPROVED COATING SYSTEM.
1. FOLLOW ALL APPROPRIATE OPEN FLAME RESTRICTIONS AND UTILIZE PROPER SAFETY AND
FIRE EXTINGUISHER EQUIPMENT
GENERAL NOTES:
EXOTHERMIC WELD DETAIL
GRAPHITE COVER
STARTING
POWDER
METAL WELDING
POWDER
METAL DISC
COPPER SLEEVE
BOND OR TEST CABLE
COATING
PIPELINE
SURFACE
HOLD
HANDLE
EXOTHERMIC WELD
EXPOSED STEEL
SEE NOTE 5
PIPE WALL
GRAPHITE MOLD
SLEEVE
WIRE
14 EXOTHERMIC WELD PROCEDURE
15 EXOTHERMIC WELD DETAIL
NTS
NTS
CATHODIC PROTECTION DETAILS
SHEET 4 OF 4
#14 AWG/RHH-RHW REF CELL LEAD (BLUE)
#14 AWG/RHH-RHW CP COUPON LEAD (RED)
#14 AWG/RHH-RHW CP COUPON LEAD (BLACK)
1 SQ. CM COUPON
REFERENCE CAP
16 CP COUPON AND REFERENCE CELL ASSEMBLY
NTS
CP-18
L I
CE
NS
ED
PRO
FESSIONAL ENGINEER
STATE OF CAL I FO
RN
IA
BE
NJ
AM
IN E . ENTREKIN
MECHA N I CA
L
M34599
File details come from the government source that posted it. Updated .