LONG BEACH UTILITIES DEPARTMENT

LONG BEACH, CALIFORNIA

PLANS FOR THE CONSTRUCTION OF

MAY 2023

GENERAL MANAGER

CHRISTOPHER J. GARNER

WD-52-22

ROBERT VERCELES - DIRECTOR OF ENGINEERING / CHIEF ENGINEER DATE

LONG BEACH UTILITIES DEPARTMENT

APPROVED BY:

AMY R. CZAJKOWSKI R.C.E. # DATE

LARGE POTABLE WATER VALVE REPLACEMENT PROJECT

WILLOW STREET (EO-3598)

ARDURRA

SUBMITTED BY:

PROJECT MANAGER

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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.

SCALE

CONTRACT NO.

CHECKED BY

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTION

DATE

REV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

F I L E

N

A M

E

L A

R G

E V

A L V

E R

E P

L A

C E

M E

N T

E

O d w g

D

S

I G

N

B

Y

B

L U

N/A

MUNIS PROJECT:

6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

N/A

COVER SHEET

E19 & E20

C59082 04/05/2023

5/11/2023

5-16-2023

LOCATION MAP

1. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS THE CITY AND THE ENGINEER FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION

WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND IN ACCORDANCE WITH THE CITY OF LONG BEACH AMENDMENTS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE CITY OF LONG BEACH WATER DEPARTMENT WATER AND SEWER STANDARDS, ALL APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS, AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, ALL TO THE SATISFACTION OF THE LONG BEACH UTILITIES DEPARTMENT (LBUD).

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN 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.

4. THE CONTRACTOR SHALL PERFORM A UTILITY SEARCH FOR THE PROJECT AREAS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR ANY DAMAGE TO THESE LINES OR STRUCTURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY RESPECTIVE UTILITIES AND UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (811) TO DETERMINE THE EXACT FIELD LOCATION OF UTILITIES WHICH MAY CONFLICT WITH THE WORK.

5. THE CONSTRUCTION DRAWINGS SHOW THE GENERAL LOCATION AND DEPTH OF UNDERGROUND UTILITIES BASED ON THE BEST INFORMATION AVAILABLE TO LBUD. LBUD DOES NOT GUARANTEE THE LOCATION AND DEPTH OF UNDERGROUND UTILITIES IN

AREAS REQUIRING EXCAVATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC, STRIPING, MARKER AND MARKINGS, TRAFFIC SIGNAL DETECTOR LOOPS, STREET CONDUITS, STRUCTURES, TREES, AND IRRIGATION SYSTEMS, AS A RESULT OF THEIR OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION

OF, AND AS DIRECTED BY, LBUD, THE ENGINEER, UTILITY COMPANY, OR PROPERTY OWNER.

7. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS, SPECIFICATIONS, AND PERMITS FOR THIS PROJECT ON THE PROJECT SITE AT ALL TIMES. CONTRACTOR SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.

8. SANITARY FACILITIES SHALL BE MAINTAINED ON SITE.

9. THE CONTRACTOR SHALL COOPERATE WITH CONTRACTORS PERFORMING OTHER CONSTRUCTION WORK IN AREAS ADJACENT TO

THE PROJECT SITE.

10. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES. DUST SHALL BE CONTROLLED BY WATERING.

11. THE WALLS AND FACE OF ALL EXCAVATIONS FIVE (5) FEET OR GREATER IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION BY A COMPETENT PERSON INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS

DESCRIBED FROM CAL-OSHA.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING WATER MAIN IN-SERVICE DURING CONSTRUCTION AND SHALL SUBMIT A WATER SUPPLY BYPASS PLAN FOR APPROVAL BY LBUD PRIOR TO CONSTRUCTION. THE BYPASS PLAN

SHALL INCLUDE TEMPORARY FIRE PROTECTION.

13. DUCTILE IRON PIPE AND FITTINGS SHALL BE CLASS 52 AND ENCASED WITH POLYETHYLENE ENCASEMENT. RESTRAINED JOINT

FITTINGS SHALL BE SPECIFIED UNLESS OTHERWISE NOTED.

14. PROPOSED WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES UNLESS OTHERWISE NOTED ON THE PLANS.

15. ALL BURIED DUCTILE IRON VALVES, COUPLINGS, AND APPURTENANCES SHALL BE COATED WITH NO-OX-ID COMPOUND WRAPPED

WITH NO-OX-ID TAPE, AND DOUBLE ENCASED WITH POLYETHYLENE ENCASEMENT.

16. BURIED JOINING HARDWARE USED FOR FLANGED CONNECTIONS & FLEX/TRANSITION COUPLINGS SHALL BE TYPE 316 STAINLESS

STEEL.

17. RESTRAINED JOINT FITTINGS AND THRUST BLOCKS SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, CONNECTIONS, VALVES, AND FITTINGS LOCATIONS. INSTALL THRUST BLOCKS AT NEW PIPE AND CLOSEST TO CONNECTION TO EXISTING PUSH-ON JOINT PIPE. (THRUST BLOCKS USE 2,000 PSF SOIL BEARING VALUE PER LBUD STD DWG. WDS-107)

18. ALL PIPE SHALL BE FIELD HYDROSTATICALLY TESTED TO 150 PSI IN ACCORDANCE WITH SPECIFICATIONS.

19. HYDROSTATIC AND BAC-T TESTS SHALL BE COMPLETED AND ACCEPTABLE PRIOR TO CONSTRUCTION SYSTEM CONNECTIONS.

20. A MAXIMUM OF 500 LINEAL FEET OF TRENCH PLATES SHALL BE USED ON THE PROJECT AT ANY GIVEN TIME. GRIND PAVEMENT

UNDER EDGES OF STEEL TRENCH PLATES TO RECESS TRENCH PLATES FLUSH WITH PAVEMENT.

21. STREET PAVING SHALL BE RESTORED PER LBUD STD DWG WDS-406.

22. THE CONTRACTOR SHALL SALVAGE CAST IRON VALVE BOX SLEEVE AND LID AT ALL LOCATIONS WHERE EXISTING VALVES ARE TO BE TAKEN OUT OF SERVICE. (REFER TO ABANDONED VALVE TABLE ON SHEET 9 AND 10 FOR LIST OF VALVES.) CONTRACTOR SHALL BACKFILL VALVE BOX HOLE WITH CONCRETE SLURRY MIX. CONTRACTOR SHALL DELIVER TO LBUD MAINTENANCE YARD

SALVAGED VALVE BOX PARTS.

23. PROTECT IN PLACE STREET CENTERLINE AND SURVEY MONUMENTS. ANY MONUMENTS THAT MUST BE REMOVED FOR

CONSTRUCTION SHALL BE REPLACED BY A CALIFORNIA LICENSED LAND SURVEYOR.

24. BACKFILL TRENCH ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED BACKFILL PER TRENCHING, BACKFILLING, AND COMPACTING SPECIFICATIONS. INSTALL SAND-CEMENT SLURRY BACKFILL WHERE NOTED ON PLANS. THE CONTRACTOR HAS THE OPTION OF BACKFILLING WITH SAND-CEMENT SLURRY IN LIEU OF NATIVE OR IMPORTED MATERIALS AT THEIR DISCRETION.

25. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS, AND WARNING DEVICES, PER THE CURRENT CALTRANS MANUAL OF TRAFFIC CONTROLS AND PER THE DIRECTION OF THE CITY OF

LONG BEACH.

26. PROVIDE TRAFFIC CONTROL AS NEEDED PER THESE TRAFFIC CONTROL PLANS AND IN CONFORMANCE WITH CITY OF LONG BEACH STANDARD DETAIL 340 THROUGH 386. MAINTAIN PUBLIC ACCESS ON PUBLIC STREETS AND SAFETY AROUND CONSTRUCTION SITE. IF ANY OF THE PROPOSED WORK REQUIRES TRAFFIC CONTROL CONFIGURATIONS NOT SHOWN ON THESE PLANS, THE CONTRACTOR'S BID SHALL INCLUDE THIS WORK AS PART OF THE TOTAL BID PRICE. CONTRACTOR TO PREPARE

TRAFFIC CONTROL PLANS FOR APPROVAL BY LBUD AND THE CITY OF LONG BEACH.

27. OPERATION OF ALL VALVES ON THE PUBLIC WATER LINES SHALL BE PERFORMED BY LBUD UNLESS OTHERWISE SHOWN.

COORDINATE ALL VALVE OPERATIONS WITH LBUD AS REQUIRED.

28. ALL CONCRETE PAVING, INCLUDING SIDEWALKS, CURBS, AND GUTTERS REQUIRING REMOVAL, SHALL BE SAWCUT AND REPLACED

IN KIND TO THE NEAREST CONSTRUCTION JOINT.

29. THE CONTRACTOR SHALL PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE DURING ALL PHASES OF THE WORK. CONTRACTOR SHALL ESTABLISH ADEQUATE ACCESS TO ALLEYS AND GARAGES AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF

THE CITY OF LONG BEACH AND LBUD.

30. EXISTING PIPE OUTER DIAMETER CAN VARY. THE CONTRACTOR SHALL EXCAVATE AND EXPOSE THE WATER MAIN ON BOTH SIDES OF SUBJECT LARGE VALVES REQUIRING CONNECTION TO DETERMINE EXISTING DEPTH, MATERIAL, OUTSIDE DIAMETER, AND CONDITIONS AND ASSURE HIMSELF THAT ALL FABRICATED AND PRE-ASSEMBLED PIPING AND FITTINGS WILL BE COMPATIBLE

WITH THE EXISTING PIPE.

31. THE CONTRACTOR SHALL EXCAVATE ALL UTILITY CROSSINGS AND POINTS OF CONNECTIONS WITHIN THE EXCAVATED LOCATION OF THE VALVE REMOVALS TO FIELD VERIFY THE EXACT LOCATION, SIZE, DEPTH, AND TYPE OF ALL EXISTING UTILITIES AND INTERFERENCES SITUATED ALONG THE ROUTE OF THE PROPOSED CONSTRUCTION PRIOR TO COMMENCEMENT OF EXCAVATION, FABRICATION, AND INSTALLATION. SEE SECTION 31 05 50 OF THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

32. LBUD CANNOT GUARANTEE A COMPLETE SHUT DOWN OF EXISTING WATER MAINS BECAUSE OF THE AGE AND CONDITION OF EXISTING VALVES. LBUD WILL ATTEMPT TO SHUT DOWN APPLICABLE MAINS AS COMPLETELY AS POSSIBLE. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DE-WATERING AND ISOLATION OF PIPELINES AND SUBJECT VALVES AT THE

CONTRACTOR'S EXPENSE.

33. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE CURRENT CITY OF LONG BEACH NOISE REGULATIONS AS DEFINED IN

THE LONG BEACH MUNICIPAL CODE.

34. THE CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION VIDEO IN DVD OF THE PROJECT AS PART OF THE WORK. REFER TO

SECTION 01 32 33 OF THE SPECIFICATIONS.

35. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD.

36. COMPACTION TESTS SHALL BE PERFORMED BY A LABORATORY AS DESCRIBED IN THE SPECIFICATIONS.

37. SURPLUS AND MATERIAL REMOVED WHICH ARE NOT SUITABLE FOR USE IN THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL

CONTROLLING AGENCIES.

38. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN UNANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF SITE. SUCH "DISCHARGES" OF MATERIAL. OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUALITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. MATERIALS WHICH MAY HAVE EFFECTS OF POLLUTION INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PERSERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE DETERGENT OF FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING, AND SUPER CHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

39. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES (BMP'S). SAND BAGS AND FABRIC SHALL BE PLACED OVER ANY STORM

DRAINS IN CLOSE PROXIMITY TO THE PROJECT SITE.

40. CONTRACTOR SHALL REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE INTEGRITY HAS BEEN COMPROMISED. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTAL WITH RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED.

SHEET INDEX

SHT NO. SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES, PUBLIC AGENCIES AND UTILITIES, SHEET INDEX, AND LOCATION MAP

3 OVERALL SITE PLAN

4 LOCATION 1 (W. WILLOW ST. & DELTA AVE.) VALVE & PIPE ISOLATION PLAN

16 LINE-STOP DETAILS

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.) VALVE & PIPE ISOLATION PLAN

LOCATION 3 (W. SPRING ST. & DELTA AVE.) VALVE & PIPE ISOLATION PLAN

LOCATION 1 (W. WILLOW ST. & DELTA AVE.) GATE VALVE DEMOLITION PLAN

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.) GATE VALVE DEMOLITION PLAN

LOCATION 3 (W. SPRING ST. & DELTA AVE.) GATE VALVE DEMOLITION PLAN

LOCATION 1 (W. WILLOW ST. & DELTA AVE.) BUTTERFLY VALVE REPLACEMENT PLAN

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.) BUTTERFLY VALVE REPLACEMENT PLAN

LOCATION 3 (W. SPRING ST. & DELTA AVE.) BUTTERFLY VALVE REPLACEMENT PLAN

GENERAL NOTES

PROJECT LOCACTION

PUBLIC AGENCIES AND UTILITIES

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTIONDATEREV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT: WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

FI

LE

N A

M E

: L A

R G

E V

A

LV

E R

E P

LA

C

E M

E N

T( E

O -3

8)

.d w g D

E S

IG

N

B Y

: B . L

U

N/A

MUNIS PROJECT: 6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

N/AC. QUINT./B. LU

GENERAL NOTES, PUBLIC AGENCIES AND UTILITIES,

SHEET INDEX, AND LOCATION MAP 2

7 LOCATION 1 (W. WILLOW ST. & DELTA AVE.) BUTTERFLY VALVE REPLACEMENT DETAIL

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.) BUTTERFLY VALVE REPLACEMENT DETAIL

LOCATION 3 (W. SPRING ST. & DELTA AVE.) BUTTERFLY VALVE REPLACEMENT DETAIL

ABBREVIATIONSUTILITY LEGENDS

LEGENDS DESCRIPTION

EXIST. LBUD PIPE

ISOLATED LBUD PIPE

LINE-STOP

VALVE TO BE REPLACED

EXIST. VALVE

EXIST. VALVE TO BE SHUT OFF

FIRE HYDRANT

NO. UTILITY NAME CONTACT NAME PH. NO.

1 OLYMPUS TERMINALS LLC - OIL TONY RAMIREZ 562-480-5996

2 CRIMSON PIPELINE LP DAVID BLAKESLEE 562-585-4114

3 C/OF LONG BEACH ENERGY RES G&O 24 HR EMERGENCY LINE 562-570-2140

4 C/OF LONG BEACH-Storm Drain 24 HR EMERGENCY LINE 562-570-2140

5 C/OF LONG BEACH-TRAFFIC/ST LI 24 HR EMERGENCY LINE 562-570-2140

6 LONG BEACH UTILITIES DEPT - SWR/WTR ANGEL MARQUEZ 562-244-9334

7 MCI (VERIZON BUSINESS) FIBER FIBER SECURITY DEPT 800-624-9675

PLAINS ALL AMERICAN PIPE - OIL PLAINS OPERATIONS 800-987-4737

PARAMOUNT PETRO - GAS ERIC DORN 562-577-1400

PARAMOUNT PETROLEUM CORP MARK DENIS 661-978-1733

SOCALGAS DISTRIBUTION SAN PEDR LEAD DISPATCHER 800-427-8894

MARATHON PIPE LINE - OIL NOE CORDOVA 562-572-3991

UTIL/SPECTRUM BELFLOWR - CATV SPECTRUM DAMAGE ONLY 844-780-6054

UTILIQUEST 4 SCE - METRO WEST SC SC EDISON PERSONNEL 800-611-1911

UTIL 4 SCE TRNS TELEC-ELEC COM TCC 800-655-8844

UTILIQUEST/FRONTIER - TEL/FIB UTILIQUEST DISPATCH 323-795-2654

VCI CONSTR - FIBER OPTIC MELISSA CULMER 909-276-1279

ABBREVIATION DESCRIPTION

COMM COMMUNICATION (FIBER OPTIC)

G GAS

GS GASOLINE

W LONG BEACH WATER

O OIL

OH OVERHEAD

R/W RIGHT-OF-WAY

S SEWER

E SOUTHERN CALIFORNIA EDISON

SD STORM DRAIN

SL STREET LIGHT/CITY LIGHT

T TELEPHONE

TS TRAFFIC SIGNAL

REDUCER

EXIST. BLOW-OFF VALVE

E19 & E 20

CI

DI

RCP

CAST IRON

DUCTILE IRON

REINFORCED CONCRETE PIPE

CIP CAST IRON PIPE

CL CENTER LINE

R/W RIGHT-OF-WAY

CML CEMENT MORTAR LINES

PPC POLYETHYLENE COPOLYMER

FE FLANGED END

ABD ABANDONED

VCP VITRIFIED CLAY PIPE

UTILITIES TO BE REPLACED

EXISTING UTILITIES

17 TRAFFIC CONTROL PLAN

LBUD LONG BEACH UTILITIES DEPARTMENT

BUTTERFLY VALVE

5/11/2023

LOCATION 3

W. SPRING ST. AND DELTA AVE.

SEE SHEET 12 - 15

LOCATION 1

W. WILLOW ST. AND DELTA AVE.

SEE SHEET 4 - 7

LOCATION 2

W. WILLOW ST. AND SANTA FE AVE.

SEE SHEET 8 - 11

DELTA AVE.

SANTA FE AVE.

W

S P

R I N

G

S

T

W

W I L L O

W

S

T

ADRIATIC AVE.

BALTIC AVE.

CASPIAN AVE.

BALTIC AVE.

CASPIAN AVE.

CANAL AVE.

ADRIATIC AVE.

W

C A

N T

O

S

T

W

T

H

S

T

W

C O

L U

M B

I

W

T

H

S

T

W

T

H

S

T

EASY AVE.

W

C A

N T

O

W

T

H

S

T

CALTRANS RIGHT-OF-WAY

FASHION AVE.

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTION

DATE

REV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

F I

M

E

L A

R G

E V

A L V

E R

E P

L A

C E

M E

N T

E

O d

S

I G

N

B

Y

B

L U

N/A

MUNIS PROJECT:

6002010008

PLANS PREPARED BY:

CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

1" = 150'

B. LU

OVERALL SITE PLAN

SCALE: 1" = 150'

N

E19 & E 20

INTERSTATE

CALIFORNIA

EXIST. 20" GATE VALVE (E19-WVA-059)

WITH 3" BYPASS GAVE VALVE (E19-WVA-060)

EXIST. 20" GATE VALVE (E19-WVA-062)

WITH 3" BYPASS GATE VALVE (E19-WVA-063)

EXIST. 20" GATE VALVE (E18-WVA-046)

WITH 3" BYPASS GATE VALVE (E18-WVA-047)

EXIST. POWER LINE

ABOVE GROUND

EXIST. PARAMOUNT PETROLEUM, 6" PPC # 3

3'-10" N CL

EXIST. PAAP, 10", IDLE, NITROGEN PURGED

EST. 8'/9' N CL

EXIST. LONG BEACH WATER, 20" CI-CML

10' N CL

EXIST. TESORO LINE 032, 12" CRUDE

~16' N CL

EXIST. TESORO LINE 212, 6" NATURAL GAS

~26' N CL

EXIST. TEL COMM. (VCI CONST.)

EST. LOCATION SHOWN

EXIST. STORM DRAIN, 27" R.C.P.

43' N CL

EXIST. LONG BEACH WATER, 8" DI

10' E CL

EXIST. CRIMSON, 8" NORWALK NO. 1 LINE (IDLE)

12' W CL

EXIST. SO CAL EDISON

EST. 16' FROM RIGHT-OF-WAY

EXIST. STORM DRAIN, 33" R.C.P.

31' N CL

EXIST. LONG BEACH WATER, 8" DI

10' E CL

EXIST. CRIMSON, 8" NORWALK NO. 1 LINE (IDLE)

2' E CL

EXIST. LONG BEACH WATER, 20" CI-CML

7' W CL

EXIST. STORM DRAIN, 24" R.C.P.

18' W CL

EXIST. STORM DRAIN, 24" R.C.P.

18' E CL

EXIST. LONG BEACH WATER, 20" BYPASS

EXIST. STRET LIGHT

EXIST. STREET LIGHT

W

IL

LO

W

S T.

DELTA AVE.

GATE VALVE DEMOLITION PLAN, SHEET 5

BUTTERFLY VALVE REPLACEMENT PLAN, SHEET 6

EXIST. CURB

EXIST. CURB

EXIST. R/W

EXIST. CURB

EXIST. CURB

EXIST. R/W

EXIST. R/W

EXIST. CURB

EXIST. CURB

EXIST. R/W

2'

EXIST. 8" GATE VALVE (E18-WVA-050)

EXIST. 8" GATE VALVE (E18-WVA-058)

16'

26'

31'

40'

3.8'

8'

43'

14' 12'

EXIST. POWER LINE

OVERHEAD

36'

10'

NEW LINE-STOP-104 (20")

NEW LINE-STOP-101 (20")

NEW LINE-STOP-103

(20")

NEW LINE-STOP-102

(20")

A

A

A

A

ABAN. LONG BEACH WATER, 8" DI

12' E CL

ABAN. LONG BEACH WATER, 8" DI

12' E CL

EXIST. 2" BLOW OFF ASSEMBLY3

EXIST. GATE VALVE (E18-WVA-055) 1

EXIST. FIBER OPTIC

EST. LOCATION SHOWN

EXIST. CATCH BASIN

EXIST. CATCH BASIN

1.8'

5.9'

8.3'10'

EXISTING PIPE IS CI AND SHOULD BE REPLACED

WITH DIP UP TO THE SECOND TEE CONNECTIONS

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTIONDATEREV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT: WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

FI

LE

N A

M E

: L A

R G

E V

A

LV

E R

E P

LA

C

E M

E N

T( E

O -3

8)

.d w g D

E S

IG

N

B Y

: B . L

U

N/A

MUNIS PROJECT: 6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

SCALE: 1" = 10'

N

1" = 10'

LOCATION 1 (W. WILLOW ST. & DELTA AVE.)

VALVE & PIPE ISOLATION PLAN 4

50'

100'

10'

60'

30'

7'

NOTES:

1. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY

MEASURES TO PROTECT IN PLACE EXIST. UTILITIES

UNLESS OTHERWISE NOTED.

2. ESTIMATED DEWATERING VOLUME FOR WILLOW

STREET AND DELTA AVENUE IS 4,500 GALLONS.

3. CONTRACTOR WILL NOT BE CLOSING OR OPENING

ANY VALVES.

4. CONTRACTOR MUST SUBMIT THEIR DEWATERING

PLAN FOR THE PIPELINE DEWATERING. THE PLAN

MUST INCLUDE THE METHOD OF DECHLORINATION

AND HOW THE CONTRACTOR WILL HAVE A CLOSED

CONDUIT TO DEWATER FROM THE PIPE TO THE

STORM DRAIN.

5. AFTER THE CONTRACTOR NOTIFIES DIG ALERT 48

HOURS PRIOR TO ANY EXCAVATION, CONTRACTOR

SHALL CONTACT AND COORDINATE ANY WORK

WITHIN 25 FEET OF ANY PETROLEUM OR GAS

PIPELINES. ALL WORK WITHIN 25 FEET REQUIRES

STANDBY FROM UTILITY OWNER.

DEMOLITION NOTES:

PROTECT IN PLACE.

REMOVE AND DISPOSE OF EXIST. 20" GATE VALVE

AND 3" BYPASS GATE VALVE, WITH 20" DI PIPE PER

SHEET 5.

REMOVE AND DISPOSE OF EXIST. 2" BLOW OFF

ASSEMBLY.

CONSTRUCTION NOTES:

SEE SHEET 16 FOR LINE-STOP DETAIL

A

E19

EXIST. LBUD PIPE

ISOLATED LBUD PIPE

LINE-STOP

VALVE TO BE REPLACED

EXIST. VALVE

EXIST. VALVE TO BE SHUT OFF

FIRE HYDRANT

REDUCER

EXIST. BLOW-OFF VALVE

LEGEND:

DELTA AVE.

W

W I L

L O

W

S

T

EXIST. 20" GATE VALVE (E19-WVA-059)

WITH 3" BYPASS GATE VALVE (E19-WVA-060)

EXIST 20" GATE VALVE (E19-WVA-062)

WITH 3" BYPASS GATE VALVE (E19-WVA-063)

EXIST. LONG BEACH

WATER, 20" CI-CML

EXIST. STORM DRAIN, 24" R.C.P.

EXIST. POWER LINE

OVERHEAD

EXIST. STORM DRAIN, 33" R.C.P.

EXIST. FIBER OPTIC LINE

EXIST. STREET LIGHT

ISOLATION VALVE

EXIST. 20" GATE VALVE (E19-WWA-058)

WITH 3" BYPASS GATE VALVE (E19-WVA-059)

EXIST. LONG BEACH WATER, 8" DI

EXIST. TESORO LINE 212

6" NATURAL GAS

EXIST. TESORO LINE 032

12" CRUDE

EXIST. PAAP, 10", IDLE

NITROGEN PURGED

EXIST. PARAMOUNT PETROLEUM

6" PPC # 3

EXIST. CRIMSON, 8" NORWALK

NO. 1 LINE (IDLE)

EXIST. POWER LINE

OVERHEAD

EXIST. POWER LINE

ABOVE GROUND

EXIST. STREET LIGHT

EXIST. 20" GATE VALVE (E18-WVA-046)

WITH 3" BYPASS GATE VALVE (E18-WVA-047)

ISOLATION VALVE

EXIST. 20" GATE VALVE (E19-WVA-050)

WITH 3" BYPASS GATE VALVE (E18-WVA-051)

EXIST. LONG BEACH

WATER, 20" CI-CML

EXIST. TEL COMM. (VCI CONST.)

EXIST. CURB

EXIST. CURB

7' 12'

10'

2'

12'

3.8'

8'

16'

10'

26'

31' 40'

43'

20'

EXIST. R/W

EXIST. R/W

16'

26'

APPROXIMATE EXCAVATION

LIMITS

APPROXIMATE EXCAVATION

LIMITS

APPROXIMATE EXCAVATION

LIMITS

NEW LINE-STOP-102

3 3

±4' ±4'

12'

12'

12'

12'

±4' ±4'

±4' ±4'

CAP & ABANDONED

THE BLOW OFF ASSEMBLY IN PLACE

EXIST. LONG BEACH WATER, 8" CI

NEW LINE-STOP-103

EXIST. CATCH BASIN

NEW LINE-STOP-101

NEW LINE-STOP-104

APPROXIMATE EXCAVATION

LIMITS

12'

12'

APPROXIMATE EXCAVATION

LIMITS

12'

APPROXIMATE EXCAVATION

LIMITS

12'

12'

12'

APPROXIMATE EXCAVATION

LIMITS

DEMOLITION NOTES:

PROTECT IN PLACE. APPROXIMATE LOCATION BUT WILL BE WITHIN THE LIMITS OF EXCAVATION.

REMOVE AND DISPOSE OF EXIST. 20" GATE VALVE AND 3" BYPASS VALVE.

SAWCUT AND DISPOSE INTERFERING PORTIONS OF EXIST. 20" PIPE (APPROX. 4').

SCALE: 1" = 6'

N

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTION

DATE

REV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

F I

M

E

L A

R G

E V

A L V

E R

E P

L A

C E

M E

N T

E

O d

S

I G

N

B

Y

B

L U

N/A

MUNIS PROJECT:

6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

3/16" = 1'

LOCATION 1 (W. WILLOW ST & DELTA AVE.)

GATE VALVE DEMOLITION PLAN

E-19

NOTES:

1. CONTRACTOR SHALL PROTECT IN PLACE EXIST. APPURTENANCES AND ALL OTHER EQUIPMENT NOT TO BE REMOVED DURING CONSTRUCTION OPERATION. ANY EQUIPMENT DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE CONDITION EQUAL TO OR BETTER

THAN THE EXIST. CONDITION.

2. CONTRACTOR SHALL SUBMIT TO LBUD A WRITTEN REQUEST TO DEWATER THE PIPELINE TWO (2) WEEKS IN ADVANCE OF THE VALVE REPLACEMENT. LBUD WILL BE RESPONSIBLE FOR CLOSING ALL THE DESIGNATED SHUT-DOWN VALVES AND THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DEWATERING THE PIPELINE. THE CONTRACTOR SHALL PUMP OUT REMAINING NUISANCE WATER IN THE PIPE AND DISCHARGE THE WATER TO EXIST. STORM DRAIN CATCH BASINS.

3. ALL EXIST VALVE BOXES ARE ASSUMED FOR BIDDING PURPOSES TO HAVE ASBESTOS CEMENT RISER PIPES. CONTRACTOR SHALL LEGALLY DISPOSE OF ASBESTOS CEMENT PIPE.

4. EXIST. GATE VALVES TO BE REMOVED MAY HAVE CONCRETE ANCHOR BLOCKS UNDER THE VALVE BODY. CONTRACTOR SHALL REMOVE AND DISPOSE OF CONCRETE ANCHOR BLOCK. CONTRACTOR TO ASSUME THAT THE CONCRETE ANCHOR BLOCK IS THE SIZE SHOWN ON

WDS-107.

5. CONTRACTOR WILL NOT BE CLOSING OR OPENING ANY VALVES.

6. CONTRACTOR SHALL ASSUME THIS LOCATION HAS EXISTING THRUST BLOCKS WHICH WILL REQUIRE THEY BE PROTECTED IN PLACE.

7. ALL APPROXIMATE LIMITS OF EXCAVATION SHOWN ARE FOR EXAMPLE ONLY. PRIOR TO DEMOLITION, CONTRACTOR SHALL EXCAVATE THE AREAS OF THE REPLACEMENTS TO DETERMINE EXIST. UTILITIES, LOCATION OF CONNECTION POINTS, EXIST. PIPE OUTSIDE DIAMETERS, AND END CONNECTIONS.

8. FOR EACH OF THE VALVES SHOWN, ALL VALVE CANS ARE NOT SHOWN ON PLANS FOR CLARITY.

9. AFTER THE CONTRACTOR NOTIFIES DIG ALERT 48 HOURS PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT AND COORDINATE ANY WORK WITHIN 25 FEET OF ANY PETROLEUM OR GAS PIPELINES. ALL WORK WITHIN 25 FEET REQUIRES STANDBY FROM UTILITY

OWNER.

W

W I L

L O

W

S

T

INSTALL 20" BUTTERFLY VALVE

(E19-WVA-138)

INSTALL 20" BUTTERFLY VALVE

(E19-WVA-139)

EXIST. LONG BEACH

WATER, 20" CI-CML

EXIST. STORM DRAIN, 24" R.C.P.

EXIST. POWER LINE

OVERHEAD

EXIST. STORM DRAIN, 33" R.C.P.

EXIST. FIBER OPTIC LINE

EXIST. STREET LIGHT

ISOLATION VALVE

EXIST. 20" GATE VALVE (E19-WWA-058)

WITH 3" BYPASS GATE VALVE (E19-WVA-059)

EXIST. LONG BEACH WATER, 8" DI

EXIST. TESORO LINE 212

6" NATURAL GAS

EXIST. TESORO LINE 032

12" CRUDE

EXIST. PAAP, 10", IDLE

NITROGEN PURGED

EXIST. PARAMOUNT PETROLEUM

6" PPC # 3

EXIST. CRIMSON, 8" NORWALK

NO. 1 LINE (IDLE)

EXIST. POWER LINE

OVERHEAD

EXIST. POWER LINE

ABOVE GROUND

EXIST. STREET LIGHT

INSTALL 20" BUTTERFLY VALVE

(E19-WVA-116)

EXIST. LONG BEACH

WATER, 20" CI-CML

EXIST. TEL COMM. (VCI CONST.)

EXIST. CURB

EXIST. CURB

7' 12'

10'

2'

12'

3.8'

8'

16'

10'

26'

31' 40'

43'

20'

EXIST. R/W

EXIST. R/W

16'

26'

12'

12'

APPROXIMATE EXCAVATION

LIMITS

APPROXIMATE EXCAVATION

LIMITS

EXCAVATION LIMITS

(BLOWOFF CONSTRUCTION)

15'

12'

12'

NEW LINE-STOP-102

±9.5'

SEE SHEET 7

SECTION A

±9.5'

SEE SHEET 7

SECTION B

3 3

±9.5'

SEE SHEET 7

SECTION C

12'

ISOLATION VALVE

EXIST. 20" GATE VALVE (E18-WWA-050)

WITH 3" BYPASS GATE VALVE (E18-WVA-051)

APPROXIMATE EXCAVATION

LIMITS

CAP & ABANDONED

THE BLOW OFF ASSEMBLY IN PLACE

EXIST. LONG BEACH WATER, 8" CI

EXIST. CATCH BASIN

6.6'

6'

NEW LINE-STOP-103

EXIST. LONG BEACH

WATER, 20" CI-CML

EXIST. LONG BEACH

WATER, 20" CI-CML

12'

12'

APPROXIMATE EXCAVATION

LIMITS

12'

12'

APPROXIMATE EXCAVATION

LIMITS

12'

12'

APPROXIMATE EXCAVATION

LIMITS

12'

APPROXIMATE EXCAVATION

LIMITS

12'

NEW LINE-STOP-101

NEW LINE-STOP-104

CONSTRUCTION NOTES:

PROTECT IN PLACE. APPROXIMATE LOCATION BUT WILL BE WITHIN THE LIMITS OF EXCAVATION.

INSTALL OWNER FURNISHED 20" BUTTERFLY VALVE, FE X FE. CONTRACTOR SHALL VERIFY LAY LENGTH WITH THE CITY PRIOR TO ORDERING

SPOOL PIECES.

INSTALL 20" FULLY RESTRAINED FLANGED TRANSITION COUPLING & 20" DI SPOOL, FE X PE. LAY LENGTH TO BE DETERMINED BY CONTRACTOR.

REPLACE EXIST. LONG BEACH WATER 20" CI WITH 20" DI

NOTES:

SCALE: 3/16" = 1'

N

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTION

DATE

REV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

F I

M

E

L A

R G

E V

A L V

E R

E P

L A

C E

M E

N T

E

O d

S

I G

N

B

Y

B

L U

N/A

MUNIS PROJECT:

6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

3/16" = 1'

LOCATION 1 (W. WILLOW ST. & DELTA AVE.)

BUTTERFLY VALVE REPLACEMENT PLAN

E-19

VALVE INFORMATION TABLE

1. CONTRACTOR SHALL VERIFY LOCATION, DEPTH AND SIZE OF EXIST. WATER MAIN AND

VALVE BEFORE STARTING CONSTRUCTION. THIS POTHOLE DATA SHALL BE SUBMITTED AND

APPROVED PRIOR TO ANY EXCAVATION WORK.

2. CONTRACTOR SHALL REPLACE ALL AC PAVEMENT, CONCRETE SIDEWALK, CONCRETE

APRON, CURB & GUTTER AND VEGETATION IMPACTED DURING CONSTRUCTION.

3. ALL CI AND DI PIPE AND FITTINGS SHALL MIN WALL THICKNESS SHALL BE PER

SPECIFICATIONS.

4. THE CONTRACTOR SHALL CONTACT LBUD AFTER APPROVAL OF ALL SUBMITTALS AND AT

LEAST TWO (2) WEEKS PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT IN PLACE

EXISTING UTILITIES UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE

CONNECTION POINTS PRIOR TO SUBMITTING SHOP DRAWINGS. THIS POTHOLE DATA SHALL

BE SUBMITTED AND APPROVED PRIOR TO ANY EXCAVATION WORK.

7. THE CONTRACTOR SHALL DISINFECT PIPING PER ANSI/AWWA C651-14. AND SEE SPEC

SECTION 33 13 00 FOR CHLORINATION OR WATER MAINS FOR DISINFECTION.

8. ALL FLANGES SHALL HAVE 316SS NUTS, BOLTS, AND WASHERS.

9. ALL FLANGES SHALL HAVE INSULATING FLANGES WHEN JOINING DIFFERENT PIPE

MATERIALS.

10. UPON COMPLETION OF THE VALVE REPLACEMENT PROJECT, CONTRACTOR SHALL

SCHEDULE A FIELD MEETING WITH LBUD AND OPERATIONS STAFF TO WITNESS PROPER

OPERATION OF ALL INSTALLED VALVES.

11. BYPASS VALVES CONNECTING TO LARGE VALVES BEING REPLACED SHOULD BE REMOVED.

12. PRIOR TO DEMOLITION, CONTRACTOR SHALL EXCAVATE THE AREAS OF THE

REPLACEMENTS TO DETERMINE EXIST. UTILITIES, LOCATION OF CONNECTION POINTS,

EXIST. PIPE OUTSIDE DIAMETERS, AND END CONNECTIONS. EXCAVATION SIZE DETERMINED

BY CONTRACTOR.

13. TRENCH LIMITS ARE SHOWN AS EXAMPLE ONLY. CONTRACTOR IS TO UTILIZE THE

NECESSARY TRENCH LIMITS FOR THE OPERATION PER CONTRACTORS MEANS AND

METHODS.

14. FOR EACH OF THE VALVES SHOWN, ALL VALVE CANS ARE NOT SHOWN ON PLANS FOR

CLARITY.

15. ALL VALVES, FLANGES, COUPLINGS, AND APPURTENANCES SHALL BE FULLY RESTRAINED.

16. AFTER THE CONTRACTOR NOTIFIES DIG ALERT 48 HOURS PRIOR TO ANY EXCAVATION,

CONTRACTOR SHALL CONTACT AND COORDINATE ANY WORK WITHIN 25 FEET OF ANY

PETROLEUM OR GAS PIPELINES. ALL WORK WITHIN 25 FEET REQUIRES STANDBY FROM

UTILITY OWNER.

9.5'

20" BUTTERFLY VALVE

4" FIBER OPTIC CABLE PVC PACKAGE

~ 59" PIPE COVER

1" STREET LIGHT

~ 29" PIPE COVER

20" LBUD LINE

~ 72" PIPE COVER

6" NATURAL GAS TESORO LINE 212

~ 32" PIPE COVER

12" CRUDE TESORO LINE 032

~ 35" PIPE COVER

20" BUTTERFLY VALVE

20" LBUD LINE

~ 62" PIPE COVER

8" CRIMSON NORWALK NO. 1 LINE

~ 56" PIPE COVER

9.5' 9.5'

20" LBUD LINE

~ 81" PIPE COVER

8" CRIMSON NORWALK NO. 1 LINE

~ 45" PIPE COVER

1" STREET LIGHT

~ 39" PIPE COVER

20" BUTTERFLY VALVE

LOCATION 1 (W. WILLOW ST. AND DELTA AVE.)

BUTTERFLY VALVE REPLACEMENT DETAIL

SCALE: NTS

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTIONDATEREV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT: WAP770

DATE

DATE

LARGE POTABLE VALVE REPLACEMENT PROJECT

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

MUNIS PROJECT: 6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

D. RYDBERG

WD-52-22

LOCATION 1 (W. WILLOW ST. & DELTA AVE.)

BUTTERFLY VALVE REPLACEMENT DETAIL 7

EXCAVATION DEPTH

BY CONTRACTOR

EXCAVATION DEPTH

BY CONTRACTOR

EXCAVATION DEPTH

BY CONTRACTOR

E-19

9.5' MIN

9.5' MIN

9.5' MIN

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

3 3

20" DI SPOOL (FE X FE)

20" DI SPOOL (FE X FE)

EXIST CI PIPE

EXIST CI PIPE

EXIST CI PIPE

20" DI SPOOL (FE X FE)

SECTION B SECTION C

EXIST CI PIPE

EXIST CI PIPE

EXIST CI PIPE

VALVE REPLACEMEN

WILLOW STREET

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

CONSTRUCTION NOTES:

PROTECT IN PLACE. APPROXIMATE LOCATION BUT WILL BE WITHIN THE LIMITS OF EXCAVATION.

INSTALL 20" BUTTERFLY VALVE, FE X FE, W/TB. TO BE APPROVED BY LONG BEACH UTILITIES. CONTRACTOR SHALL VERIFY LAY LENGTH WITH THE

CITY PRIOR TO ORDERING SPOOL PIECES.

INSTALL 20" FULLY RESTRAINED FLANGED TRANSITION COUPLING & 20" DI SPOOL, FE X PE. LAY LENGTH TO BE DETERMINED BY THE CONTRACTOR.

NOTES:

1. CONTRACTOR SHALL VERIFY LOCATION, DEPTH AND SIZE OF EXIST. WATER MAIN AND VALVE

BEFORE STARTING CONSTRUCTION. THIS POTHOLE DATA SHALL BE SUBMITTED AND APPROVED

PRIOR TO ANY EXCAVATION WORK.

2. CONTRACTOR SHALL REPLACE ALL AC PAVEMENT, CONCRETE SIDEWALK, CONCRETE APRON,

CURB & GUTTER AND VEGETATION IMPACTED DURING CONSTRUCTION.

3. ALL CI AND DI PIPE AND FITTINGS SHALL MIN WALL THICKNESS SHALL BE PER SPECIFICATIONS.

4. THE CONTRACTOR SHALL CONTACT LBUD AT AT LEAST TWO (2) WEEKS PRIOR TO STARTING ANY

CONSTRUCTION ACTIVITY.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT IN PLACE

EXISTING UTILITIES UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE

CONNECTION POINTS PRIOR TO SUBMITTING SHOP DRAWINGS. THIS POTHOLE DATA SHALL BE

SUBMITTED AND APPROVED PRIOR TO ANY EXCAVATION WORK.

7. THE CONTRACTOR SHALL DISINFECT PIPING PER ANSI/AWWA C651-14. AND SEE SPEC SECTION 33

13 00 FOR CHLORINATION OR WATER MAINS FOR DISINFECTION.

8. ALL FLANGES SHALL HAVE 316SS NUTS, BOLTS, AND WASHERS.

9. ALL FLANGES SHALL HAVE INSULATING FLANGES WHEN JOINING DIFFERENT PIPE MATERIALS.

10. UPON COMPLETION OF THE VALVE REPLACEMENT PROJECT, CONTRACTOR SHALL SCHEDULE A

FIELD MEETING WITH LONG BEACH UTILITIES AND OPERATIONS STAFF TO WITNESS PROPER

OPERATION OF ALL INSTALLED VALVES.

11. BYPASS VALVES CONNECTING TO LARGE VALVES BEING REPLACED SHOULD BE REMOVED.

12. PRIOR TO DEMOLITION, CONTRACTOR SHALL EXCAVATE THE AREAS OF THE REPLACEMENTS TO

DETERMINE EXIST. UTILITIES, LOCATION OF CONNECTION POINTS, EXIST. PIPE OUTSIDE

DIAMETERS, AND END CONNECTIONS. EXCAVATION SIZE DETERMINED BY CONTRACTOR.

13. TRENCH LIMITS ARE SHOWN AS EXAMPLE ONLY. CONTRACTOR IS TO UTILIZE THE NECESSARY

TRENCH LIMITS FOR THE OPERATION PER CONTRACTORS MEANS AND METHODS.

14. FOR EACH OF THE VALVES SHOWN, ALL VALVE CANS ARE NOT SHOWN ON PLANS FOR CLARITY.

15. ALL VALVES, FLANGES, COUPLINGS, AND APPURTENANCES SHALL BE FULLY RESTRAINED.

16. AFTER THE CONTRACTOR NOTIFIES DIG ALERT 48 HOURS PRIOR TO ANY EXCAVATION,

CONTRACTOR SHALL CONTACT AND COORDINATE ANY WORK WITHIN 25 FEET OF ANY

PETROLEUM OR GAS PIPELINES. ALL WORK WITHIN 25 FEET REQUIRES STANDBY FROM UTILITY

OWNER.

±9.5'

±9.5'

±9.5'

STREET PAVEMENT

THICKNESS TO BE

VERIFIED BY

CONTRACTOR

STREET PAVEMENT

THICKNESS TO BE

VERIFIED BY

CONTRACTOR

STREET PAVEMENT

THICKNESS TO BE

VERIFIED BY

CONTRACTOR

SECTION A

EXIST. LONG BEACH 4" BYPASS

EXIST. LONG BEACH WATER 12" AR-RT

19' E CL

EXIST. STORM DRAIN, 15" R.C.P.

~ 63'/64'' N CL

EXIST. LONG BEACH GAS 12" LINE

32' E CL

EXIST. ELEC S.C.E.

~18.5' W CL

EXIST. CHEMOIL (OLYMPUS) 20" PIPELINE

35' W CL

EXIST. ELEC. S.C.E.

~18' CL

EXIST. CRIMSON 8" LINE (ABD)

11' W CL

EXIST. TEL

18' W CL

EXIST. LONG BEACH WATER 6" CI

~ 37' S CL

EXIST. TESORO (MARATHON) LINE 212, NATURAL GAS 6"

~ 6' N CL

EXIST. LONG BEACH WATER 20" CI-CML

10' N CL

EXIST. TESORO (MARATHON) LINE 032, 12" CRUDE

~ 15' N CL

EXIST. LONG BEACH GAS 4"

32' N CL

EXIST. STORM DRAIN 21" RCP

43' N CL

EXIST. FIBER OPTIC

EST. LOCATION SHOWN

EXIST. STREET LIGHT

EXIST. LONG BEACH GAS 4"

28' N CL

EXIST. TESORO (MARATHON) LINE 212, NATURAL GAS 6"

~ 26.5' N CL

EXIST. TESORO (MARATHON) LINE 032, CRUDE 12"

~ 22' N CL

EXIST. CRIMSON 8"

12' N CL

EXIST. PAAP, 10", IDLE, NITROGEN PURGED

8'/9' N CL

EXIST. PARAMOUNT PETROLEUM 6" PPC

3'-10" N CL

EXIST. TESORO L71R, 12" CRUDE

EST. LOCATION SHOWN

EXIST. TESORO L79R, 12" CRUDE

EST. LOCATION SHOWN

EXIST. COMM. G.T.C.

~ 45.5' S CL

EXIST. CRIMSON 8" LINE (ACTIVE)

27' W CL

EXIST. 20" GATE VALVE (E19-WVA-005)

WITH 3" BYPASS GATE VALVE (E19-WVA-006)

GATE VALVE DEMOLITION PLAN, SHEET 9

BUTTERFLY VALVE REPLACEMENT PLAN, SHEET 10

EXIST. CHEMOIL (OLYMPUS) 20" PIPELINE

EST. LOCATION SHOWN

EXIST. STREET LIGHT

EXIST. POWER

OVERHEAD

EXIST. MCI

EST. LOCATION SHOWN

EXIST. LONG BEACH WATER, 6" AC

36' W CL

WILLOW ST.

EXIST. PAINTED MEDIAN STRIP

EXIST. PAINTED MEDIAN STRIP

EXIST. R/W

EXIST. CURB

EXIST. CURB

EXIST. R/W

EXIST. R/W

EXIST. CURB

EXIST. CURB

EXIST. R/W

28'

26.5'

22'

12'

8'

3.8'

37.5' 40' 39.2'

24' 27'

40'

41'

46'

11'

18.5'

27'

36'

19'

32'

10' 15'

EXIST. 12" GATE VALVE (E18-WVA-040)

EXIST. 12" GATE VALVE (E19-WVA-003)

EXIST. 6" GATE VALVE (E19-WVA-007)

EXIST. 12" GATE VALVE (E19-WVA-006)

6'

18'

18.5'

35'

ABAN. LONG BEACH WATER 12"

ABAN. LONG BEACH WATER 12" AR-RT

10' E CL

10'

EXIST. 2" BLOW

OFF ASSEMBLY

EXIST. 6" GATE VALVE (E18-WVA-041)

NEW LINE-STOP-201

(20")

A

S A

N T

A

F

E

A

V E

SEE NOTE 3

SEE NOTE 3

10'

EXIST. CATCH BASIN

EXIST. CATCH BASIN

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTION

DATE

REV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

F I

M

E

L A

R G

E V

A L V

E R

E P

L A

C E

M E

N T

E

O d

S

I G

N

B

Y

B

L U

N/A

MUNIS PROJECT:

6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

1" = 10'

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.)

VALVE & PIPE ISOLATION PLAN

N

SCALE: 1" = 10'

100'

50'

100'

50'

30'

36'

19'

NOTES:

1. CONTRACTOR SHALL TAKE ALL

PRECAUTIONARY MEASURES TO PROTECT IN

PLACE EXIST. UTILITIES UNLESS OTHERWISE

NOTED.

2. ESTIMATED DEWATERING VOLUME FOR

WILLOW STREET AND SANTA FE AVENUE IS

3,100 GALLONS.

3. CONTRACTOR SHALL ASSUME THIS

LOCATION HAS EXISTING THRUST BLOCKS

WHICH REQUIRE THEY BE PROTECTED IN

PLACE.

4. CONTRACTOR WILL NOT BE CLOSING OR

OPENING ANY VALVES.

5. CONTRACTOR MUST SUBMIT THEIR

DEWATERING PLAN FOR THE PIPELINE

DEWATERING. THE PLAN MUST INCLUDE THE

METHOD OF DECHLORINATION AND HOW THE

CONTRACTOR WILL HAVE A CLOSED

CONDUIT TO DEWATER FROM THE PIPE TO

THE STORM DRAIN.

6. AFTER THE CONTRACTOR NOTIFIES DIG

ALERT 48 HOURS PRIOR TO ANY

EXCAVATION, CONTRACTOR SHALL CONTACT

AND COORDINATE ANY WORK WITHIN 25

FEET OF ANY PETROLEUM OR GAS

PIPELINES. ALL WORK WITHIN 25 FEET

REQUIRES STANDBY FROM UTILITY OWNER.

7. CONTRACTOR SHALL NOTE THAT A

MORATORIUM HAS BEEN ISSUED ON SANTA

FE AVE. NORTH OF WILLOW ST. NO

EXCAVATION IS PERMITTED.

DEMOLITION NOTES:

PROTECT IN PLACE.

REMOVE AND DISPOSE OF EXIST. 20" GATE

VALVE AND 3" BYPASS GATE VALVE, WITH 20"

DI PIPE PER SHEET 9.

CAP AND ABANDONED IN PLACE.

REMOVE AND DISPOSE OF EXIST. 12" GATE

VALVE AND 3" BYPASS GATE VALVE, WITH 12"

DI PIPE PER SHEET 9.

CONSTRUCTION NOTES:

SEE SHEET 16 FOR LINE-STOP DETAIL

A

E-19

43'

EXIST 12" GATE VALVE (E19-WVA-117)

EXIST. LBUD PIPE

ISOLATED LBUD PIPE

LINE-STOP

VALVE TO BE REPLACED

EXIST. VALVE

EXIST. VALVE TO BE SHUT OFF

FIRE HYDRANT

REDUCER

EXIST. BLOW-OFF VALVE

LEGEND:

W. WILLOW ST.

A

N T

A

F

E

A

V E

EXIST. LONG BEACH 4" BYPASS

EXIST. LONG BEACH GAS 12" LINE

EXIST. LONG BEACH WATER 20" CI-CML

EXIST. 10" CRUDE

EXIST. LONG BEACH GAS 4"

EXIST. STREET LIGHT

EXIST. 20" GATE VALVE (E18-WVA-040)

WITH 3" BYPASS GATE VALVE (E18-WVA-041)

EXIST. PAAP, 10", IDLE, NITROGEN PURGED

EXIST. PARAMOUNT PETROLEUM 6" PPC

LINE-STOP-201

EXIST. MCI

EXIST. PAINTED MEDIAN STRIP

3.8'

6'

8'

15'

22'

24'

28'

37.5'

11'

18.5'

10'

25.4'

32'

45.7'

10'15' 8'

22'

ISOLATION VALVE

EXIST. 12" GATE VALVE (E19-WWA-006)

EXIST. STREET LIGHT

1EXIST. TESORO (MARATHON) LINE 212, NATURAL GAS 6"

EXIST. TRAFFIC SIGNAL

8'

EXCAVATION LIMITS

(BLOWOFF CONSTRUCTION)

±2' ±2'

8'

EXIST. THRUST BLOCK

EXIST. THRUST BLOCK

EXIST. CATCH BASIN

N

SCALE: 3/16" = 1'

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTION

DATE

REV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

F I

M

E

L A

R G

E V

A L V

E R

E P

L A

C E

M E

N T

E

O d

S

I G

N

B

Y

B

L U

N/A

MUNIS PROJECT:

6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

3/16" = 1'

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.)

GATE VALVE DEMOLITION PLAN

NOTES:

1. CONTRACTOR SHALL PROTECT IN PLACE EXIST. APPURTENANCES AND ALL OTHER EQUIPMENT NOT TO BE REMOVED DURING CONSTRUCTION OPERATION. ANY

EQUIPMENT DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE CONDITION EQUAL TO OR BETTER THAN THE EXIST. CONDITION.

2. CONTRACTOR SHALL SUBMIT TO LBUD A WRITTEN REQUEST TO DEWATER THE PIPELINE TWO (2) WEEKS IN ADVANCE OF THE VALVE REPLACEMENT. LBUD WILL BE

RESPONSIBLE FOR CLOSING ALL THE DESIGNATED SHUT-DOWN VALVES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING THE PIPELINE. THE

CONTRACTOR SHALL PUMP OUT REMAINING NUISANCE WATER IN THE PIPE AND DISCHARGE THE WATER TO EXIST. STORM DRAIN CATCH BASINS.

3. ALL EXIST VALVE BOXES ARE ASSUMED FOR BIDDING PURPOSES TO HAVE ASBESTOS CEMENT RISER PIPES. CONTRACTOR SHALL LEGALLY DISPOSE OF ASBESTOS

CEMENT PIPE.

4. EXIST. GATE VALVES TO BE REMOVED MAY HAVE CONCRETE ANCHOR BLOCKS UNDER THE VALVE BODY. CONTRACTOR SHALL REMOVE AND DISPOSE OF CONCRETE

ANCHOR BLOCK. CONTRACTOR TO ASSUME THAT THE CONCRETE ANCHOR BLOCK IS THE SIZE SHOWN ON WDS-107.

5. CONTRACTOR WILL NOT BE CLOSING OR OPENING ANY VALVES.

6. CONTRACTOR SHALL ASSUME THIS LOCATION HAS EXISTING THRUST BLOCKS WHICH WILL REQUIRE THEY BE PROTECTED IN PLACE.

7. ALL APPROXIMATE LIMITS OF EXCAVATION SHOWN ARE FOR EXAMPLE ONLY. PRIOR TO DEMOLITION, CONTRACTOR SHALL EXCAVATE THE AREAS OF THE REPLACEMENTS

TO DETERMINE EXIST. UTILITIES, LOCATION OF CONNECTION POINTS, EXIST. PIPE OUTSIDE DIAMETERS, AND END CONNECTIONS.

8. FOR EACH OF THE VALVES SHOWN, ALL VALVE CANS ARE NOT SHOWN ON PLANS FOR CLARITY.

9. AFTER THE CONTRACTOR NOTIFIES DIG ALERT 48 HOURS PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT AND COORDINATE ANY WORK WITHIN 25 FEET OF

ANY PETROLEUM OR GAS PIPELINES. ALL WORK WITHIN 25 FEET REQUIRES STANDBY FROM UTILITY OWNER.

10. CONTRACTOR SHALL NOTE THAT A MORATORIUM HAS BEEN ISSUED ON SANTA FE AVE. NORTH OF WILLOW ST. NO EXCAVATION IS PERMITTED.

DEMOLITION NOTES:

PROTECT IN PLACE.

REMOVE AND DISPOSE OF EXIST. 20" GATE VALVE AND 3" BYPASS VALVE.

SAWCUT AND DISPOSE INTERFERING PORTIONS OF EXIST. 20" PIPE (APPROX. 4').

REMOVE AND DISPOSE OF EXIST. LONG BEACH WATER 12" GATE VALVE.

E-19

5/112023

W. WILLOW ST.

EXIST. LONG BEACH 4" BYPASS

EXIST. LONG BEACH GAS 12" LINE

EXIST. LONG BEACH WATER 20" CI-CML

EXIST. 12" CRUDE

EXIST. LONG BEACH GAS 4"

EXIST. STREET LIGHT

INSTALL 20" BUTTERFLY VALVE

(E18-WVA-117)

EXIST. PAAP, 10", IDLE, NITROGEN PURGED

EXIST. PARAMOUNT PETROLEUM 6" PPC

LINE-STOP-201

EXIST. MCI

EXIST. PAINTED MEDIAN STRIP

3.8'

6'

8'

15'

22'

24'

28'

37.5'

11'

18.5'

10'

25.4'

32'

45.7'

10'15' 8'

22'

REPLACE EXIST. 12" GATE VALVE

(E19-WVA-140)

EXIST. STREET LIGHT

1EXIST. TESORO (MARATHON) LINE 212, NATURAL GAS 6"

EXIST. TRAFFIC SIGNAL

APPROXIMATE EXCAVATION

LIMITS

±9.5'

SEE SHEET 11

SECTION A

EXIST. THRUST BLOCK

EXIST. THRUST BLOCK

8'

8'

EXIST. CATCH BASIN

S A

N T

A

F

E

A

V E

N

SCALE: 3/16" = 1'

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTION

DATE

REV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WAP770

DATE

DATE

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

LARGE POTABLE VALVE REPLACEMENT PROJECT

WILLOW STREET

F I

M

E

L A

R G

E V

A L V

E R

E P

L A

C E

M E

N T

E

O d

S

I G

N

B

Y

B

L U

N/A

MUNIS PROJECT:

6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

WD-52-22

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

BC

BC

JH/RH

3/16" = 1'

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.)

BUTTERFLY VALVE REPLACEMENT PLAN

CONSTRUCTION NOTES:

PROTECT IN PLACE. APPROXIMATE LOCATION BUT WILL BE

WITHIN THE LIMITS OF EXCAVATION.

INSTALL 20" BUTTERFLY VALVE, FE X FE. TO BE APPROVED BY

LBUD. CONTRACTOR SHALL VERIFY LAY LENGTH WITH THE CITY

PRIOR TO ORDERING SPOOL PIECES.

INSTALL 20" FULLY RESTRAINED FLANGED TRANSITION

COUPLING & 20" DI SPOOL, FE X PE. LAY LENGTH TO BE

DETERMINED BY CONTRACTOR.

NOTES:

E-19

VALVE INFORMATION TABLE

1. CONTRACTOR SHALL VERIFY LOCATION, DEPTH AND SIZE OF EXIST. WATER MAIN AND

VALVE BEFORE STARTING CONSTRUCTION. THIS POTHOLE DATA SHALL BE SUBMITTED

AND APPROVED PRIOR TO ANY EXCAVATION WORK.

2. CONTRACTOR SHALL REPLACE ALL AC PAVEMENT, CONCRETE SIDEWALK, CONCRETE

APRON, CURB & GUTTER AND VEGETATION IMPACTED DURING CONSTRUCTION.

3. ALL CI AND DI PIPE AND FITTINGS SHALL MIN WALL THICKNESS SHALL BE PER

SPECIFICATIONS.

4. THE CONTRACTOR SHALL CONTACT LBUD AFTER APPROVAL OF ALL SUBMITTALS AND

AT LEAST TWO (2) WEEKS PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT IN

PLACE EXISTING UTILITIES UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF

THE CONNECTION POINTS PRIOR TO SUBMITTING SHOP DRAWINGS. THIS POTHOLE

DATA SHALL BE SUBMITTED AND APPROVED PRIOR TO ANY EXCAVATION WORK.

7. THE CONTRACTOR SHALL DISINFECT PIPING PER ANSI/AWWA C651-14. AND SEE SPEC

SECTION 33 13 00 FOR CHLORINATION OR WATER MAINS FOR DISINFECTION.

8. ALL FLANGES SHALL HAVE 316SS NUTS, BOLTS, AND WASHERS.

9. ALL FLANGES SHALL HAVE INSULATING FLANGES WHEN JOINING DIFFERENT PIPE

MATERIALS.

10. UPON COMPLETION OF THE VALVE REPLACEMENT PROJECT, CONTRACTOR SHALL

SCHEDULE A FIELD MEETING WITH LBUD AND OPERATIONS STAFF TO WITNESS PROPER

OPERATION OF ALL INSTALLED VALVES.

11. BYPASS VALVES CONNECTING TO LARGE VALVES BEING REPLACED SHOULD BE

REMOVED.

12. PRIOR TO DEMOLITION, CONTRACTOR SHALL EXCAVATE THE AREAS OF THE

REPLACEMENTS TO DETERMINE EXIST. UTILITIES, LOCATION OF CONNECTION POINTS,

EXIST. PIPE OUTSIDE DIAMETERS, AND END CONNECTIONS. EXCAVATION SIZE

DETERMINED BY CONTRACTOR.

13. TRENCH LIMITS ARE SHOWN AS EXAMPLE ONLY. CONTRACTOR IS TO UTILIZE THE

NECESSARY TRENCH LIMITS FOR THE OPERATION PER CONTRACTORS MEANS AND

METHODS.

14. FOR EACH OF THE VALVES SHOWN, ALL VALVE CANS ARE NOT SHOWN ON PLANS FOR

CLARITY.

15. ALL VALVES, FLANGES, COUPLINGS, AND APPURTENANCES SHALL BE FULLY

RESTRAINED.

16. AFTER THE CONTRACTOR NOTIFIES DIG ALERT 48 HOURS PRIOR TO ANY EXCAVATION,

CONTRACTOR SHALL CONTACT AND COORDINATE ANY WORK WITHIN 25 FEET OF ANY

PETROLEUM OR GAS PIPELINES. ALL WORK WITHIN 25 FEET REQUIRES STANDBY FROM

UTILITY OWNER.

17. CONTRACTOR SHALL NOTE THAT A MORATORIUM HAS BEEN ISSUED ON SANTA FE AVE.

NORTH OF WILLOW ST. NO EXCAVATION IS PERMITTED.

9.5'

20" BUTTERFLY VALVE

8" CRIMSON NORWALK NO. 1 LINE4" PVC PACKAGE

~ 26" PIPE COVER

6" ABANDONED WATER LINE

~ 41" PIPE COVER

1 1

20" LBUD LINE

~ 77.5" PIPE COVER

THRUST BLOCK 1

THRUST BLOCK1

DIRECTOR OF ENGINEERING / CHIEF ENGINEER

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

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

DRAWN BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE __/__/__

VARIOUS

DESCRIPTIONDATEREV. SHEET OF 16 SHEETS

EO-3598

DRAWING / FILE NUMBER:

FAMIS PROJECT: WAP770

DATE

DATE

LARGE POTABLE VALVE REPLACEMENT PROJECT

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

MUNIS PROJECT: 6002010008

PLANS PREPARED BY:CALL TOLL FREE

TWO WORKING

DAYS BEFORE YOU

DIG

CONTRACTOR SHALL NOTIFY

UNDERGROUND SERVICE ALERT A

MINIMUM OF 48 HOURS PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

D. RYDBERG

WD-52-22

3/8" = 1'B. LU

LOCATION 2 (W. WILLOW ST. & SANTA FE AVE.)

BUTTERFLY VALVE REPLACEMENT DETAIL 11

LOCATION 2 (W. WILLOW ST. AND SANTA FE AVE.)

BUTTERFLY VALVE REPLACEMENT DETAIL

SCALE: NTS

EXCAVATION DEPTH BY CONTRACTOR

E-19

PLANS PREPARED BY:

43410 Business Park Drive Temecula, California 92590

(951) 253-3331 www.Ardurra.com

SECTION A

5.5'

EXIST CI PIPE

20" DI SPOOL (FE X FE)

EXIST CI PIPE

VALVE REPLACEMEN

WILLOW STREET

CHRISTOPHER J. GARNER

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

CONSTRUCTION NOTES:

PROTECT IN PLACE. APPROXIMATE LOCATION BUT WILL BE WITHIN THE LIMITS OF EXCAVATION.

INSTALL 20" BUTTERFLY VALVE, FE X FE, W/TB. TO BE APPROVED BY LONG BEACH UTILITIES. CONTRACTOR SHALL VERIFY LAY LENGTH WITH THE

CITY PRIOR TO ORDERING SPOOL PIECES.

INSTALL 20" FULLY RESTRAINED FLANGED TRANSITION COUPLING & 20" DI SPOOL, FE X PE. LAY LENGTH TO BE DETERMINED BY THE CONTRACTOR.

NOTES:

1. CONTRACTOR SHALL VERIFY LOCATION, DEPTH AND SIZE OF EXIST. WATER MAIN AND VALVE

BEFORE STARTING CONSTRUCTION. THIS POTHOLE DATA SHALL BE SUBMITTED AND APPROVED

PRIOR TO ANY EXCAVATION WORK.

2. CONTRACTOR SHALL REPLACE ALL AC PAVEMENT, CONCRETE SIDEWALK, CONCRETE APRON,

CURB & GUTTER AND VEGETATION IMPACTED DURING CONSTRUCTION.

3. ALL CI AND DI PIPE AND FITTINGS SHALL MIN WALL THICKNESS SHALL BE PER SPECIFICATIONS.

4. THE CONTRACTOR SHALL CONTACT LBUD AT AT LEAST TWO (2) WEEKS PRIOR TO STARTING ANY

CONSTRUCTION ACTIVITY.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT IN PLACE

EXISTING UTILITIES UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE

CONNECTION…