(2) WD-06-26_Cherry Ave Sewer Design Plans (SIGNED).pdf

1111 Corporate Center Dr Suite 303, Monterey Park

CA 91754

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

DIRECTOR OF WATER/SEWER ENGINEERING

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.

N/ASCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

DN

CDR SEP/26

N/A

WD-06-26

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT CHERRY AVE SEWER

IMPROVEMENT PROJECT WASM KV

GENERAL

TITLE SHEET

LONG BEACH PUBLIC UTILITIES DEPARTMENT

LONG BEACH, CALIFORNIA

PLANS FOR THE CONSTRUCTION OF

GENERAL MANAGER

B. ANATOLE FALAGÁN

WD-06-26

THOMAS BEKELE - SENIOR DIRECTOR OF ENGINEERING DATE

LONG BEACH PUBLIC UTILITIES DEPARTMENT

APPROVED BY:

CHERRY AVENUE SEWER

IMPROVEMENT PROJECT

SEPTEMBER 2026

SUBMITTED BY:

DRP Engineering, Inc.

PROJECT MANAGER:

SAIK-CHOON POH R.C.E. 69223 DATE

COUNTY SANITATION DISTRICT NO. 2

OF LOS ANGELES COUNTY, CALIFORNIA

ROBERT C. FERRANTE - CHIEF ENGINEER AND GENERAL MANAGER

APPROVED BY: _______________________

OFFICE ENGINEER

DATE: ___________

S A

I K

- C H O O N P

O H

9/15/2026

9/11/2026

ROAD CENTERLINE AND STREET NAME

RIGHT-OF-WAY

LOT

CURB

EXISTING STORM DRAIN LINE, SDMH, AND SD CATCH BASIN

RIGHT-OF-WAY ADDITIONAL TAKE

DETAIL NUMBER

SHEET NUMBER10

SHEET BOUNDARY

HOUSE NUMBER AND WATER METER INFO

WATER ATLAS REFERENCE

N28 N27

SEWER MAINTENANCE HOLE

FIRE HYDRANT

WATER VALVE

STREET LIGHT

TRAFFIC CONTROL LOOP

CONNECTION DETAIL NUMBER

DRAWING NUMBER

VICINITY MAP

SHEET INDEX

SHEET NO.

1 G-001 TITLE SHEET

2 G-002 SHEET INDEX, VICINITY MAP & GENERAL NOTES

3 G-003 GENERAL NOTES, LEGEND AND SURVEY NOTES

4 G-004 ABBREVIATIONS, LACSD CONNECTION NOTES AND

PUBLIC AGENCIES

5 C-001 PLAN AND PROFILE

GARDENIA AVE - STA 30+02 TO STA 32+98 &

E ANAHEIM ST - STA 10+02 TO STA 11+00

6 C-002 PLAN AND PROFILE

E ANAHEIM ST - STA 11+00 TO STA 13+08 &

CHERRY AVE - STA 49+82 TO STA 52+00

DESCRIPTION

1111 Corporate Center Dr Suite 303, Monterey Park

CA 91754

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

DIRECTOR OF WATER/SEWER ENGINEERING

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.

N/ASCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

DN

CDR SEP/26

N/A

WD-06-26

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT CHERRY AVE SEWER

IMPROVEMENT PROJECT WASM KV

LOCATION MAP

SYMBOLS

NOTE TO CONTRACTOR

SHEET INDEX, VICINITY MAP

& GENERAL NOTES

SHEET NO.

7 C-003 PLAN AND PROFILE

CHERRY AVE - STA 52+00 TO STA 60+00

8 C-004 PLAN AND PROFILE

CHERRY AVE - STA 60+00 TO STA 68+00

9 C-005 PLAN AND PROFILE

CHERRY AVE - STA 68+00 TO STA 74+55

10 C-006 MISCELLANEOUS DETAILS

11 C-007 CONNECTION DETAILS

DESCRIPTION

THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITIES, PIPES, STRUCTURES, ETC.)

SHOWN ON THE PLANS ARE APPROXIMATE AND WERE ASCERTAINED BY A REVIEW OF RECORDS

PROVIDED BY UTILITY COMPANIES. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY

RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL

DETERMINE THE DEPTH AND LOCATION OF UNDERGROUND FACILITIES PRIOR TO THE START OF

CONSTRUCTION AND SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITY NOT OF RECORD OR NOT SHOWN ON THE

PLANS.

K13 K12

K12 L12

K12 L11

CONSTRUCTION NOTES

CONSTRUCT 10-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH COMPRESSION JOINTS

CONSTRUCT 12-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH COMPRESSION JOINTS

EXCAVATE, BACKFILL AND COMPACT TRENCH PER LBUD STD. DWG WDS-406

CONNECT EXISTING LATERAL TO NEW PROPOSED SEWER MAIN PER LBUD STD. DWG WDS-511

9 CONSTRUCT 48-INCH DIAMETER MAINTENANCE HOLE PER LBUD STD. DWG WDS-502

REMOVE EXISTING 15-INCH SEWER MAIN AND CONSTRUCT 18-INCH VITRIFIED CLAY PIPE (VCP), EXTRA

STRENGTH WITH COMPRESSION JOINTS AND ENCASED

4 REMOVE EXISTING 10-INCH SEWER MAIN AND CONSTRUCT 12-INCH VITRIFIED CLAY PIPE (VCP), EXTRA

STRENGTH WITH COMPRESSION JOINTS

10 PROTECT IN PLACE EXISTING MAINTENANCE HOLE AND RELINE MAINTENANCE HOLE

11 PROTECT IN PLACE EXISTING MAINTENANCE HOLE

12 PROTECT IN PLACE EXISTING MAINTENANCE HOLE AND CONNECT TO EXISTING LACSD MH #03 0317

PER CONNECTION DETAIL A ON DRAWING C-001

REPLACE EXISTING HOUSE CONNECTION WITH NEW LATERAL PER LBUD STD DWG WDS-506 MODIFIED ON SHEET C-6, AND REPLACE LATERAL UP TO AND MAKE RECONNECTION AT THE PROPERTY LINE

17 CONSTRUCT 60-INCH DIAMETER DROP MAINTENANCE HOLE PER LBUD STD. DWG WDS-503

3 REMOVE EXISTING 8-INCH SEWER MAIN AND CONSTRUCT 10-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH COMPRESSION JOINTS

13 ABANDON EXISTING MAINTENANCE HOLE PER DETAIL 2 ON SHEET 10

14 ABANDON EXISTING SEWER PIPELINE

15 REMOVE EXISTING MAINTENANCE HOLE

16 REMOVE EXISTING SEWER PIPELINE

18 CONSTRUCT COMPRESSIBLE BLANKET FOR UTILITY CROSSING PER DETAIL 4 ON SHEET 10

19 CONSTRUCT 10" HDPE SDR-21 (FUSION WELDED JOINTS) PIPE WRAPPED WITH POLYETHYLENE

LINER PPL-24 OR APPROVED EQUAL. POLYETHYLENE LINER SHALL BE HEAT WELDED

S A

I K

- C H O O N P O

H

GENERAL NOTES

OIL PIPELINES

TRAFFIC SIGNAL CONDUITS

SO. CAL EDISON CONDUITS

ENERGY RESOURCES

TELEPHONE CONDUITS (VERIZON/AT&T)

SANITARY SEWER

WASTE WATER

POTABLE WATER

UNDERGROUND UTILITY LEGEND

STREET LIGHT CONDUITS

STORM DRAIN

POTABLE WATER (ABANDONED)

PROPOSED SEWER

1111 Corporate Center Dr Suite 303, Monterey Park

CA 91754

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

DIRECTOR OF WATER/SEWER ENGINEERING

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.

N/ASCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

DN

CDR SEP/26

N/A

WD-06-26

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT CHERRY AVE SEWER

IMPROVEMENT PROJECT WASM KV

GENERAL NOTES, LEGEND

AND SURVEY NOTES

THE BASIS OF HORIZONTAL CONTROL FOR THIS PROJECT IS CALIFORNIA COORDINATE

SYSTEM NAD83 ZONE 5, (2010.00) DETERMINED LOCALLY BY THE FOLLOWING N.G.S.

CONTINUOUS OPERATING REFERENCE STATIONS (C.O.R.S):

N.G.S. C.O.R.S TORP:

NORTHING = 1748960.10' EASTING = 6461222.47'

N.G.S. C.O.R.S VDCY:

NORTHING = 1887437.07' EASTING = 6495130.69'

THE COMBINATION FACTOR FOR THIS PROJECT WAS APPLIED AT THE FOLLOWING POINT:

NORTHING = 1741959.57' EASTING = 6510742.98'

MAPPING ANGLE = -0°05'44" SCALE FACTOR = 0.99993128

BENCHMARK

ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF LONG BEACH BENCHMARK

22, ELEVATION 30.90 FEET (NAVD 88).

DESCRIPTION:

CORNER NE CHERRY AVE @ ANAHEIM ST

BRASS DISC FLUSH W/ PVMT; STAMPED "CLB BM 22

RE 3111 1970" 16.3' E / CURB; 1.1' N / CURB

BASIS OF BEARING

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 THE 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, LONG BEACH PUBLIC UTILITIES

DEPARTMENT (LBUD), ITS EMPLOYEES, AGENTS AND DRP

ENGINEERING 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 SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION,

AND IN ACCORDANCE WITH THE CITY OF LONG BEACH AMENDMENTS

TO STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION

(LATEST EDITION), LONG BEACH PUBLIC UTILITIES DEPARTMENT

WATER AND SEWER STANDARDS, ALL APPLICABLE AMERICAN WATER

WORKS ASSOCIATION (AWWA) STANDARDS, ALL APPLICABLE

NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO),

AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, ALL

TO THE SATISFACTION OF THE LONG BEACH UTILITIES DEPARTMENT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT

DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY

TO THE OWNER'S REPRESENTATIVE 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 TO IDENTIFY ALL UTILITIES INCLUDING ONES NOT

SHOWN ON PLANS. 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 EACH RESPECTIVE UTILITY 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 OR DEPTH OF UNDERGROUND UTILITIES AND IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIND THE EXACT

LOCATION AND DEPTH OF UNDERGROUND UTILITIES IN AREAS

REQUIRING EXCAVATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO

EXISTING UTILITIES, PAVEMENT, SIDEWALKS, PARKWAYS, CURBS,

TRAFFIC STRIPING, MARKER AND MARKINGS, TRAFFIC SIGNAL

DETECTOR LOOPS, STREET LIGHT CONDUITS, STRUCTURES, TREES,

AND IRRIGATION SYSTEMS AS A RESULT OF HIS OPERATION AND

WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE

SATISFACTION OF AND AS DIRECTED BY, LONG BEACH UTILITY

DEPARTMENT, LOS ANGELES COUNTY FLOOD CONTROL DISTRICT,

THE ENGINEER, UTILITY COMPANY OR PROPERTY OWNER.

7. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND

SPECIFICATIONS FOR THE PROJECT ON THE PROJECT SITE AT ALL

TIMES, AND HE SHALL BE FAMILIAR WITH ALL APPLICABLE

STANDARDS AND SPECIFICATIONS.

8. SANITARY FACILITIES SHALL BE MAINTAINED ON THE 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 PER SPECIFICATION 01 50 00.

11. THE WALLS AND FACE OF ALL EXCAVATION 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 EXCAVATION LESS THAN FIVE (5) FEET IN DEPTH

SHALL BE GUARDED WHEN EXAMINATION BY A COMPETENT PERSON

INDICATED 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. STREET PAVING SHALL BE PER PLANS, SPECIFICATIONS, LBUD STD

DWG WDS-406, UNLESS OTHERWISE STATED OR DIRECTED BY LBUD.

13. A MAXIMUM OF 500 LINEAL FEET OF STEEL 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, TEMPORARY STEEL PLATE

BRIDGING PER LBUD STD DWG WDS-128.

14. STREET CENTERLINE AND SURVEY MONUMENTS THAT MUST BE

REMOVED FOR CONSTRUCTION SHALL BE REPLACED BY A

CALIFORNIA LICENSED LAND SURVEYOR, OR PROTECTED IN PLACE.

15. BACKFILL TRENCH ZONE WITH NATIVE EARTH BACKFILL OR

IMPORTED BACKFILL PER SPECIFICATION SECTION 31 23 33 -

TRENCHING AND BACKFILLING. 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 HIS DISCRETION ELSEWHERE.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

EXISTING SEWER MAIN IN SERVICE DURING CONSTRUCTION AND

SHALL SUBMIT A SEWER BYPASS PLAN FOR APPROVAL BY LBUD

PRIOR TO CONSTRUCTION. THE BYPASS PLAN SHALL INCLUDE

TEMPORARY TRAFFIC CONTROL. TRAFFIC CONTROL SHALL BE

MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH

ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES,

PER THE CORRECT STATE OF CALIFORNIA DEPARTMENT OF

TRANSPORTATION MANUAL OF TRAFFIC CONTROLS AND PER THE

DIRECTION OF THE CITY OF LONG BEACH PUBLIC WORKS.

17. IF GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL BE

RESPONSIBLE FOR DEWATERING ACCESS PITS AND TRENCHES AND

DISPOSING OF WATER AS REQUIRED BY THE CONTRACT DOCUMENTS

AND APPLICABLE NPDES PERMITS AND FEDERAL, STATE, AND LOCAL

GOVERNMENT REQUIREMENTS. FOR THE PURPOSE OF PREPARING

BIDS AND DEWATERING PLANS, CONTRACTOR SHALL ASSUME

GROUNDWATER TO BE PRESENT 10' BELOW GROUND SURFACE.

18. PROVIDE TRAFFIC CONTROL AS NEEDED PER THESE TRAFFIC

CONTROL PLANS AND THE CITY OF LONG BEACH STANDARD PLAN

340-386. 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.

19. ALL CONCRETE PAVING, INCLUDING SIDEWALKS, CURBS AND

GUTTERS REQUIRING REMOVAL, SHALL BE SAWCUT AND REPLACED

IN KIND TO THE NEAREST CONSTRUCTION JOINT.

20. 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. CONTRACTOR WILL ALSO

ACCOMMODATE GARBAGE TRUCK ACCESS ON ALL PICKUP DAYS.

21. SERVICE LATERALS CROSSING THE PIPELINE HAVE NOT BEEN

SHOWN ON THE PIPELINE PROFILES, THE CONTRACTOR SHALL

ASSUME EACH HOUSE OR BUSINESS WILL HAVE THE FOLLOWING

SERVICES CROSSING THE PIPELINE: WATER, SEWER, GAS, AND

ELECTRIC. THE CONTRACTOR SHALL TAKE ADEQUATE MEASURES TO

PROTECT THE EXISTING SERVICE LATERALS.

22. TRAFFIC LOOPS HAVE BEEN SHOWN ON THE PLANS BASED ON THE

BEST AVAILABLE INFORMATION. THE CONTRACTOR'S BID SHALL

ASSUME ALL AFFECTED TRAFFIC LOOPS AND ASSOCIATED CONDUIT

(SHOWN OR NOT SHOWN ON THE PLANS MUST BE REPLACED AS

PART OF THE PROJECT.

23. JETTING SHALL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES.

24. CENTERLINES AND RIGHT-OF-WAY LINES SHOWN ARE BASED ON LOS

ANGELES COUNTY ASSESSORS MAPS AND INFORMATION PROVIDED

BY LONG BEACH PUBLIC UTILITIES DEPARTMENT.

25. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE TRAFFIC

LANE IN EACH DIRECTION DURING CONSTRUCTION. FULL STREET

CLOSURE MAY BE ALLOWED IF CONTRACTOR OBTAINS APPROVAL

FROM LBUD AND CITY OF LONG BEACH. CONTACT LONG BEACH

TRANSIT AT (562) 599-8570 PRIOR TO CLOSING ANY BUS STOPS PER

SPECIFICATION 01 55 26.

26. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, LOCAL

AND CAL/OSHA SAFETY REGULATIONS. THE CONTRACTOR'S

PERSONNEL SHALL BE CERTIFIED FOR CONFINED SPACE ENTRY.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

DISPOSAL OF ALL DEBRIS REMOVED DURING THE SEWER MAIN

CLEANING AND REHABILITATION PROCESS. THE CONTRACTOR SHALL

COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS

REGARDING DISPOSAL OF DEBRIS.

28. CONTRACTOR SHALL USE EXTREME CAUTION WORKING NEAR

OVERHEAD UTILITIES.

29. ALL SEWER LINES CONSTRUCTED SHALL BE EXTRA STRENGTH VCP

BELL AND SPIGOT UNLESS NOTED OTHERWISE.

30. THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT'S

GEOTECHNICAL EVALUATION REPORT TITLED "GEOTECHNICAL

EVALUATION: CHERRY AVENUE SEWER IMPROVEMENT PROJECT

(SC-0512)" BY SOCOTEC, DATED JULY 15, 2026.

31. CONTRACTOR SHALL SET ALL MAINTENANCE HOLE FRAMES AND

COVERS TO FINISH GRADE (AFTER PLACING FINAL LIFT OF ASPHALT).

32. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL PROVIDE A

PRECONSTRUCTION AND POST CONSTRUCTION DVD VIDEO RECORD

OF ALL SEWER MAINS, WHICH INCLUDES A LOG OF ALL

CONSTRUCTIONS AND MAINTENANCE HOLE.

33. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION

ACTIVITIES, CONTRACTOR TO ARRANGE FOR FIELD MARKINGS OF

PLANS FACILITIES. THIS NOTIFICATION IS IN ADDITION TO

NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT.

34. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS INCLUDING, BUT

NOT LIMITED TO, THOSE FROM THE CITY OF LONG BEACH, CAL-OSHA,

AND OTHERS AS REQUIRED, SEE PROJECT SPECIFICATIONS.

35. CONSTRUCTION SHALL NOT BEGIN UNTIL AFTER A

PRE-CONSTRUCTION CONFERENCE IS HELD AT LEAST ONE WEEK

PRIOR TO ANY CONSTRUCTION. IN ADDITION, LONG BEACH PUBLIC

UTILITIES DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS

PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT LONG BEACH

PUBLIC UTILITIES DEPARTMENT CHIEF CONSTRUCTION INSPECTOR

ANGEL MARQUEZ AT 562-244-9334 48 HOURS PRIOR TO

CONSTRUCTION ACTIVITIES.

36. COMPACTION TESTS SHALL BE COORDINATED BY LONG BEACH

PUBLIC UTILITIES DEPARTMENT INSPECTION STAFF AND PERFORMED

BY A CERTIFIED LABORATORY AS DESCRIBED IN THE

SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE TO NOTIFY LONG

BEACH PUBLIC UTILITIES DEPARTMENT 48 HOURS IN ADVANCE FOR

SCHEDULING TESTING.

37. THE CONTRACTOR IS TO PROVIDE THE LONG BEACH UTILITIES

DEPARTMENT WITH A "RECORD DRAWING" SET OF JOB PRINTS WITH

TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MAINTENANCE

HOLE.

38. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT,

SAFE, CLEAN, AND SANITARY CONDITION AT ALL TIMES, AND TO THE

SATISFACTION OF THE LONG BEACH UTILITIES DEPARTMENT AND

THE CITY OF LONG BEACH. STREETS SHALL BE KEEP FREE OF

DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL

TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY

CLEANUP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION.

CONTRACTOR TO CLEAN STREET WITH SWEEPER PRIOR TO END OF

EACH WORK DAY AT A MINIMUM.

39. CONSTRUCTION WORK HOURS SHALL BE FROM 7:00 A.M. TO 4:00 P.M.

EXCLUSIVE OF SATURDAYS, SUNDAYS OR HOLIDAYS, EXCEPT AS

MODIFIED BY THE APPROVED TRAFFIC CONTROL PLANS OR CITY

PERMITS. REFER TO SPECIFICATIONS FOR CONSTRUCTION WORK

HOURS INVOLVING LANE CLOSURE OR BLOCKAGE WITHIN PAVED

RIGHT-OF-WAY. CONTRACTOR CAN PROPOSE TO PERFORM

NIGHTWORK, BUT WILL REQUIRE APPROVAL FROM LBUD AND THE

CITY OF LONG BEACH.

40. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT

(DIG ALERT) AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14

DAYS PRIOR TO ANY EXCAVATION.

41. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE CURRENT

CITY OF LONG BEACH NOISE REGULATIONS AS DEFINED IN THE LONG

BEACH MUNICIPAL CODE CHAPTER.

PROPOSED SEWER LATERAL

S A

I K

- C H O O N P O

H

(LACSD) GENERAL NOTES

1. NO CONNECTION FOR THE DISPOSAL OF INDUSTRIAL WASTES SHALL BE MADE TO SEWERS

SHOWN ON THESE PLANS UNTIL A PERMIT FOR INDUSTRIAL WASTEWATER DISCHARGE HAS

BEEN ISSUED BY LACSD FOR SAID CONNECTION.

2. LACSD WILL NOT OWN/OPERATE ANY FACILITIES SHOWN ON THE PLANS UNLESS ALREADY

OWNED BY LACSD OR UNLESS OTHERWISE SPECIFIED OR NOTED ON THESE PLANS.

3. SEE LACSD MANHOLE DETAIL ON THESE SEWER PLANS.

4. ALL WORK INVOLVING LACSD SEWERS OR MANHOLES SHALL BE IN ACCORDANCE WITH THE

LATEST APPROVED EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION" (GREENBOOK) AND LACSD "AMENDMENTS TO THE STANDARD SPECIFICATIONS

FOR PUBLIC WORKS CONSTRUCTION AND STANDARD DRAWINGS FOR CONSTRUCTION". AN

ELECTRONIC COPY OF THE AMENDMENTS AND STANDARD DRAWINGS CAN BE DOWNLOADED

FROM THE LACSD WEBSITE AT WWW.LACSD.ORG.

5. LACSD IS NOT RESPONSIBLE FOR ANY PERSONAL INJURY OR PROPERTY DAMAGE RELATING TO

THE WORK ON THESE SEWER PLANS. THE PROJECT OWNER SHALL INDEMNIFY AND HOLD

HARMLESS LACSD FROM ANY CLAIMS, DAMAGE OR LOSSES RELATING TO THE WORK ON THESE

SEWER PLANS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO LACSD FACILITIES AT ITS

EXPENSE.

LOS ANGELES COUNTY SANITATION DISTRICTS

ABBREVIATIONS

P

LONG RADIUS

POWER

VERT

FIRE HYDRANT FH

LAT

HIGHPOINT

HYD HYDRANT

HP

LATERAL

WJ

SCH

SD

SS

SHT

SCE

S

R/W OR ROW

VCP

UG

TS

TYP

STA

STD

STL

HORIZONTAL

LF

M

MG

GALV

IRR

LBUD

MIN

NTS

OC

OD

NAP

MJ

MH

MV

ID

HMW/PE HIGH MOLECULAR WEIGHT

GB

POLYETHYLENE

HORIZ

INSUL INSULATION

GRADE BREAK

H

HWY

GV

G

MW MONITORING WELL

GA

SERVICE

STORM DRAIN

SCHEDULE

SHEET

SANITARY SEWER

SIGNAL

SOUTHERN CALIFORNIA EDISON

RADIUS

REQUIRED

REINFORCED CONCRETE PIPE

POINT OF VERTICAL INTERSECTION

SLOPE (GRADIENT OF PIPELINE)

RECYCLED WATER

RIGHT-OF-WAY

PUBLIC WORKS CONSTRUCTION

VITRIFIED CLAY PIPE

UNDERGROUND

UNKNOWN

VERTICAL

WATER SERVICE

WELDED JOINTS

TYPICAL

STANDARD

STATION

STANDARD SPECIFICATIONS FOR

STEEL

TRAFFIC SIGNAL CONDUIT

TOP OF PIPE

TELEPHONE

REINFORCED CONCRETE BOX

UNK

PRC

PT

TOP

SSPWC

WS

PVC

RJ

REQ'D

RW

RCP

PVMT

R

RCB

TEL

POLYVINYL CHLORIDE

POINT OF REVERSE CURVE

PP

PAVEMENT

RESTRAINED JOINT

POINT

POWER POLE

RSGV

PVI

SIG/SL

PI

PL

CONC

BF

BFV

DC

CI CML

CML&C

BOP

BO

CI

CO

CP

C

APPROX

AIR-VAC

BC

AWG

BEGIN CURVE

BLIND FLANGE

BEGIN VERTICAL CURVE

APPROXIMATE

AIR RELEASE & VACUUM RELIEF VALVE

BLOW-OFF ASSEMBLY

BUTTERFLY VALVE

FL

COND

DI

C&G

DET

FLG

ASSY

BFP

CB

ACP

ASPHALT CONCRETE OR ASBESTOS CEMENT

AGGREGATE BASE AB

ABANDONED

AC

FG FINISHED GRADE

PLASTIC LINE

POINT OF INTERSECTION

FINISHED FLOOR FF

ABN OR ABD

EC

DIP

DIA

E OR ELEC

BVC

LC

DWG

EVC

ESMNT

FO

CS

F

EX

NOT TO SCALE

NOT A PART

ON CENTER

METERING VAULT

GALVANIZED

METER

MINIMUM

NOT IN CONTRACT

MAINTENANCE HOLE

POINT OF COMPOUND CURVE

PLAIN END

MILLION GALLONS

MECHANICAL JOINT

OUTSIDE DIAMETER

LINEAR FEET

HIGHWAY

FUT

FINISHED SURFACE

FUTURE

FS

NIC

PCC

PE

GAUGE

LONG BEACH PUBLIC UTILITIES DEPARTMENT

GATE VALVE

IRRIGATION

GAS

HOUSE

INSIDE DIAMETER

FLANGE

CEMENT MORTAR LINED AND COATED

CAST IRON CEMENT MORTAR LINED

CAST IRON

CLEAN OUT (SEWER)

CONCRETE PIPE

CONDUIT

CONCRETE

CATCH BASIN

BACK FLOW PREVENTER

AMERICAN WIRE GAUGE

BOTTOM OF PIPE

ASSEMBLY

CURB AND GUTTER

COPPER PIPE

ASBESTOS CEMENT PIPE

CORPORATION STOP

END VERTICAL CURVE

EASEMENT

END CURVE

EXISTING

FLOWLINE

FLARE

FIBER OPTICS

ELECTRIC

DETAIL

DOUBLE CHECK DETECTOR ASSEMBLY

CENTERLINE

DUCTILE IRON

DRAWING

DUCTILE IRON PIPE

DIAMETER

RESILIENT SEATED GATE VALVE

LR

NRCP NON-REINFORCED CONCRETE PIPE

SERV

CL/

INVERT ELEVATION IE/INV (EL)

FM FORCE MAIN

PH POTHOLE

PO PUSH ON

SSMH SANITARY SEWER MANHOLE

SR SHORT RADIUS

AH AHEAD

BK BACK

POB POINT OF BEGINNING

POE POINT OF END

1111 Corporate Center Dr Suite 303, Monterey Park

CA 91754

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

DIRECTOR OF WATER/SEWER ENGINEERING

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.

N/ASCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

DN

CDR SEP/26

N/A

WD-06-26

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT CHERRY AVE SEWER

IMPROVEMENT PROJECT WASM KV

ABBREVIATIONS, LACSD CONNECTION NOTES

AND PUBLIC AGENCIES

ES EXTRA STRENGTH

PUBLIC AGENCIES & UTILITIES

(562) 570-2525

LONG BEACH, CA 90808

CROWN CASTLE

3205 LAKEWOOD BLVD.

CITY OF LONG BEACH - FIRE DEPARTMENT

1800 EAST WARDLOW ROAD

CITY OF LONG BEACH - TRAFFIC SIGNALS / LIGHTS

(562) 570-2300

LONG BEACH, CA 90806

LONG BEACH PUBLIC UTILITIES DEPARTMENT

2400 E SPRING ST.

(562) 570-3264

LONG BEACH, CA 90807

CITY OF LONG BEACH ENERGY RESOURCE DEPARTMENT (562) 570-2000

MCI VERIZON (800) 289-2427

(800) 654-3110

CANONSBURG, PA

1500 CORPORATE DRIVE

(562) 570-2300

LONG BEACH, CA 90807

1800 EAST WARDLOW ROAD

SPECTRUM - BELLFLOWER (562) 383-9963

JUAN GUARADO

SCE METRO WEST (909) 308-6320

CHINO, CA 91710

1400 S BENSON AVE

SCE TRANS TELECOM (626) 308-6320

ALHAMBRA, CA 91803

501 S MARENGO BLDG E RALPH AGUIRRE

FRONTIER (323) 308-6320

CATHY BROWN

AT&T (888) 290-3111

AT&T DISTRIBUTION

(562) 908-4288

COMPTON, CA 90221

920 S. ALAMEDA ST.

L.A. COUNTY - SANITATION DISTRICT

(626) 458-7822

ALHAMBRA, CA 91803-1331

900 S. FREMONT AVE., 8TH FLOOR

L.A. COUNTY - FLOOD CONTROL DISTRICT

HARRY CONG

LOS ANGELES COUNTY SANITATION DISTRICTS (LACSD) CONNECTION NOTES

1. NOTIFY THE LOS ANGELES COUNTY SANITATION DISTRICTS (LACSD) CONSTRUCTION MANAGEMENT SECTION HEAD AT (562) 908-4288, EXT. 2106 AT LEAST 5 WORKING DAY PRIOR TO START OF WORK ON THE LACSD MANHOLE

(MH) TO ARRANGE FOR INSPECTION.

2. VERIFY EXISTING SEWER INVERTS PRIOR TO CONSTRUCTION.

3. SEND MH SHORING (SEE NOTE 9), NON SHRINK GROUT PER SECTION 201-7.2 OF THE GREEN BOOK AND AMENDMENTS, TRAFFIC PLATING (WHEN APPLICABLE, SEE NOTE 4), CONTROLLED LOW-STRENGTH MATERIAL (CLSM) (TO BE USED AS NON-STRUCTURAL BACKFILL PER SECTION 201-6.1.1 OF THE GREEN BOOK AND AMENDMENTS), NON-SAG POLYMER-MODIFIED MORTAR PER SECTION 502-5.5.4 OF THE GREEN BOOK AND AMENDMENTS, BONDING PRIMER (MUST BE COMPATIBLE WITH THE NON-SAG POLYMER-MODIFIED MORTAR), AND FLOW THRU PLUG TO THE LACSD SEWER DESIGN SECTION FOR APPROVAL PRIOR OF THE START OF

CONSTRUCTION. ALLOW 3 WEEKS FOR REVIEW OF EACH SUBMITTAL.

4. WHENEVER VEHICULAR TRAFFIC IS REQUIRED TO BE RESTORED OVER AN EXCAVATION, STEEL PLATE BRIDGING SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. FOR EXCAVATION WIDTHS LESS THAN 4'-0", THE STEEL PLATE BRIDGING SHALL BE PER STANDARD DRAWING S-a-231 OR S-a-232 (WHERE APPLICABLE). FOR EXCAVATION WIDTHS GREATER THAN 4'-0", THE STEEL PLATE BRIDGING SHALL BE DESIGNED AND STAMPED BY A CIVIL ENGINEER OR STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALIFORNIA AND SHALL BE SUBMITTED TO LACSD FOR ACCEPTANCE PRIOR TO START OF

WORK.

5. WHEN ALLOWED BY THE LACSD INSPECTOR, CORE-DRILL THE MH BASE, INSTALL THE PROPOSED SEWER PIPE, INSERT A FLEXIBLE FLOW-THRU PLUG IN THE MH TO CONTAIN THE FLOW, AND COMPLETE CHANNELIZATION OF THE MH BASE IN THE DRY. THE CONTRACTOR MAY BE REQUIRED TO REMOVE THE MH CONE IN ORDER TO INSTALL THE FLEXIBLE FLOW THRU PLUG. AS OF 2023, THE PEAK FLOW IN THE 30-INCH TRUNK SEWER WAS 15.5 CFS, AND THE LOW FLOW WAS 7.74 CFS DURING THE HOURS OF 06:15 AND 10:15 DURING WET WEATHER. THIS WORK MAY HAVE TO BE PERFORMED DURING OVERNIGHT HOURS WHEN FLOWS ARE LOWER. WHEN USING A FLOW THRU PLUG, THE CONTRACTOR SHALL TAKE BEFORE AND AFTER PICTURES OF THE FLOW THRU PLUG

INSTALLATION INSIDE THE MH TO DOCUMENT THE MH CONDITION.

6. PROTECT EXISTING BRICK OR CONCRETE MH SHAFT DURING CONSTRUCTION. BACKFILL AROUND MANHOLE USING CLSM AS TRENCH BACKFILL PER SECTION 201-6.1.1 OF THE GREEN BOOK AND AMENDMENTS, EXTENDING A MINIMUM OF 2 FEET BEYOND THE OUTSIDE OF THE MH. WHEN APPLICABLE, RECONSTRUCTION OF BRICK MH SHALL BE PER LACSD STANDARD DRAWING S-a-219.

7. PERFORM VIDEO INSPECTION OF THE COMPLETED CONNECTION INSIDE THE MH AND PROVIDE VIDEO TO LACSD INSPECTOR TO CONFIRM SATISFACTORY COMPLETION OF THE WORK. PERFORM VIDEO INSPECTION OF THE COMPLETED CONNECTION INSIDE THE MH AND PROVIDE VIDEO TO LACSD INSPECTOR TO CONFIRM

SATISFACTORY COMPLETION OF THE WORK.

8. NOTE THAT THE MH DETAIL IS A SCHEMATIC AND MAY NOT BE A TRUE REPRESENTATION OF THE EXISTING MH IN

THE FIELD.

9. THE MH SHORING SUBMITTAL SHALL INCLUDE THE FOLLOWING: A) THE ANTICIPATED LOADS ON THE SHORING, INCLUDING SURCHARGE; B) DRAWINGS AND DETAILS, INCLUDING THE MANUFACTURER'S DATA SHEET, INDICATING ONLY THE SHORING BRACES/PLATES TO BE USED; AND C) ENGINEERING CALCULATIONS TO SHOW THE SHORING IS APPROPRIATE FOR THE DEPTH, TRENCH WIDTH, AND ANTICIPATED LOADS. THE DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER CURRENTLY

REGISTERED TO PRACTICE IN THE STATE OF CALIFORNIA.

10. PER SECTION 306-7.4.2.5 OF THE GREEN BOOK AND AMENDMENTS, A FLEXIBLE JOINT SHALL BE INSTALLED IN THE PIPELINE WITHIN 18 INCHES OF THE OUTSIDE WALL OF THE LACSD MANHOLE, AND AN ADDITIONAL FLEXIBLE

JOINT SHALL BE INSTALLED 2 FEET FROM THE FIRST JOINT.

S A

I K

- C H O O N P O

H

CHERRY AVE SEWER

IMPROVEMENT PROJECT

DIRECTOR OF WATER/SEWER ENGINEERING

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.

1"= 40'SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

DN

CDR SEP/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

WD-06-26

S A

I K

- C H O O N P O

H

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

WASM KV

PLAN AND PROFILE - GARDENIA AVE STA 30+02 TO STA 32+98

& E ANAHEIM ST STA 10+02 TO STA 11+00

31+00

EL

EV

AT

IO

N (F

EE

T)

32+00 33+00 9+00 10+00 11+00

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

30+00

GARDENIA AVE

G A

R D

E N

IA

A

V E

E ANAHEIM ST

EL

EV

AT

IO

N (F

EE

T)

K12K13

M A

TC

H

LI

N

E S

TA

. 1

1+

S E

E S

H E

E T

C -0

10 10

35 35

15 15

NOTES TO CONTRACTOR

CONSTRUCTION NOTES

EXCAVATE, BACKFILL AND COMPACT TRENCH PER LBUD STD. DWG WDS-406

CONNECT EXISTING LATERAL TO NEW PROPOSED SEWER MAIN PER LBUD STD.

DWG WDS-511

REMOVE EXISTING 15-INCH SEWER MAIN AND CONSTRUCT 18-INCH VITRIFIED CLAY

PIPE (VCP), EXTRA STRENGTH WITH COMPRESSION JOINTS

4 REMOVE EXISTING 10-INCH SEWER MAIN AND CONSTRUCT 12-INCH VITRIFIED CLAY

PIPE (VCP), EXTRA STRENGTH WITH COMPRESSION JOINTS

10 PROTECT IN PLACE EXISTING MAINTENANCE HOLE AND RELINE MAINTENANCE HOLE

MATCHLINE STA. 11+00

ANAHEIM ST - SHEET C-002

EX. LACSD MH (03 0317) AT STA. 30+00.00 =

LACSD STA. 104+74.00 PER 03-P-0062

CONNECTION DETAIL

SECTION VIEW

4 6

EL

EV

AT

IO

N (F

EE

T)

1. FOR CONSTRUCTION AT OR RELATED TO LACSD'S

FACILITY, CONTRACTOR SHALL ADHERE TO LACSD

CONNECTION NOTES ON SHEET 4

DETAIL NOTE

EL

EV

AT

IO

N (F

EE

T)

12 PROTECT IN PLACE EXISTING MAINTENANCE HOLE AND CONNECT TO EXISTING

LACSD MH #03 0317 PER CONNECTION DETAIL A ON DRAWING C-001

1. INSTALLATION OF SEWER SERVICE CONNECTIONS AND CAPPING OF EXISTING SEWER LATERALS

SHALL COMPLY WITH SPECIFICATIONS AND INSPECTION BY LBUD.

2. SEWER LATERALS SHOWN ON THE PLANS ARE APPROXIMATE IN LOCATION BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING LATERALS PRIOR TO EXCAVATION

AND LATERAL REINSTATEMENT OR REPLACEMENT.

3. CONTRACTOR SHALL CONDUCT A CCTV INSPECTION AND REVIEW PRIOR TO THE START OF WORK

TO DETERMINE THE EXACT LOCATIONS OF SEWER LATERALS. CONTRACTOR SHALL POTHOLE OR

EXCAVATE AS NEEDED TO DETERMINE ELEVATIONS AND VERIFY THAT RECONNECTIONS WILL MEET

LBUD SPECIFICATIONS.

4. ALL UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE

ENGINEER DURING DESIGN. CONTRACTOR TO POTHOLE TO VERIFY LOCATION (HORIZONTAL AND

VERTICAL) PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT.

5. PRIOR TO MAKING SEWER MAIN CONNECTIONS AND BEFORE BEGINNING

OF CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION AND

ELEVATION OF EXISTING SEWER MAINS AND ADJACENT UTILITIES.

6. CONTRACTOR TO MATCH EXISTING INVERT ELEVATIONS WHERE NOTED.

7. CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING LACSD AT

MH#03 0317 AND PROVIDE INFORMATION IN AS-BUILT.

8. IF 1-SACK CEMENT-SAND SLURRY IS APPROVED AND UTILIZED BY

CONTRACTOR FOR TRENCH BACKFILLING, CONTRACTOR SHALL TAKE

ALL CAUTION WHEN BACKFILLING TO PREVENT MISALIGNMENT OR

FLOATING OF THE INSTALLED PIPELINE. CONTRACTOR SHALL BACKFILL

IN APPROPRIATE LIFT DEPTHS AND MEET REQUIREMENTS PER

SPECIFICATIONS SECTION 31 23 00, 31 23 33, AND OTHER CONTRACT

DOCUMENTS.

PLAN AND PROFILE - E ANAHEIM ST STA 11+00 TO STA 13+08

& CHERRY AVE STA 49+82 TO STA 52+00

CHERRY AVE SEWER

IMPROVEMENT PROJECT

DIRECTOR OF WATER/SEWER ENGINEERING

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.

1"= 40'SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

DN

CDR SEP/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

WD-06-26

S A

I K

- C H O O N P O

H

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

WASM KV

12+00

EL

EV

AT

IO

N (F

EE

T)

13+00 14+00 50+00 51+00 52+00

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

11+00

M A

TC

H

LI

N

E S

TA

. 1

1+

E A

N A

H E

IM

S

T

- S

H E

E T

C -0

MATCHLINE STA. 52+00

CHERRY AVE - SHEET C-003

49+00

EL

EV

AT

IO

N (F

EE

T)

E A

N A

H E

IM

S

T

E ANAHEIM ST

CHERRY AVE

L12K12

M A

TC

H

LI

N

E S

TA

. 5

2+

S E

E S

H E

E T

C -0

S E

E S

H E

E T

C -0

M

A

TC

H

LI

N E

S

TA

. 1 1+

1010 10 10

CONSTRUCTION NOTES

2 CONSTRUCT 12-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH

COMPRESSION JOINTS

EXCAVATE, BACKFILL AND COMPACT TRENCH PER LBUD STD. DWG WDS-406

9 CONSTRUCT 48-INCH DIAMETER MAINTENANCE HOLE PER LBUD STD. DWG WDS-502

REMOVE EXISTING 15-INCH SEWER MAIN AND CONSTRUCT 18-INCH VITRIFIED CLAY

PIPE (VCP), EXTRA STRENGTH WITH COMPRESSION JOINTS

10 PROTECT IN PLACE EXISTING MAINTENANCE HOLE AND RELINE MAINTENANCE HOLE

10 17 9 9

NOTES TO CONTRACTOR

1. INSTALLATION OF SEWER SERVICE CONNECTIONS AND CAPPING OF EXISTING SEWER LATERALS SHALL

COMPLY WITH SPECIFICATIONS AND WILL REQUIRE A SEWER PERMIT AND INSPECTION BY LBUD.

2. SEWER LATERALS SHOWN ON THE PLANS ARE APPROXIMATE IN LOCATION BASED ON AVAILABLE

INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING LATERALS PRIOR TO EXCAVATION AND

LATERAL REINSTATEMENT OR REPLACEMENT.

3. CONTRACTOR SHALL CONDUCT A CCTV INSPECTION AND REVIEW PRIOR TO THE START OF WORK TO DETERMINE THE EXACT LOCATIONS OF SEWER LATERALS. CONTRACTOR SHALL POTHOLE OR EXCAVATE

AS NEEDED TO DETERMINE ELEVATIONS AND VERIFY THAT RECONNECTIONS WILL MEET LBUD

SPECIFICATIONS.

4. ALL UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE

ENGINEER DURING DESIGN. CONTRACTOR TO POTHOLE TO VERIFY LOCATION (HORIZONTAL AND

VERTICAL) PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT.

5. PRIOR TO MAKING SEWER MAIN CONNECTIONS AND BEFORE BEGINNING OF CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING SEWER MAINS AND ADJACENT UTILITIES.

6. CONTRACTOR TO MATCH EXISTING INVERT ELEVATIONS WHERE NOTED.

7. IF 1-SACK CEMENT-SAND SLURRY IS APPROVED AND UTILIZED BY CONTRACTOR FOR TRENCH BACKFILLING, CONTRACTOR SHALL TAKE ALL CAUTION WHEN BACKFILLING TO PREVENT MISALIGNMENT OR FLOATING OF THE INSTALLED PIPELINE. CONTRACTOR SHALL BACKFILL IN APPROPRIATE LIFT DEPTHS AND MEET REQUIREMENTS PER SPECIFICATIONS SECTION 31 23 00, 31 23 33, AND OTHER CONTRACT DOCUMENTS.

CONNECT EXISTING LATERAL TO NEW PROPOSED SEWER MAIN PER LBUD STD.

DWG WDS-511

17 CONSTRUCT 60-INCH DIAMETER DROP MAINTENANCE HOLE PER LBUD STD. DWG

WDS-503

14 ABANDON EXISTING SEWER PIPELINE

C H

E R

R Y

A V

E

8 REPLACE EXISTING HOUSE CONNECTION WITH NEW LATERAL PER LBUD STD DWG WDS-506

MODIFIED ON SHEET C-6, AND REPLACE LATERAL UP TO AND MAKE RECONNECTION AT THE

PROPERTY LINE

PLAN AND PROFILE

CHERRY AVE STA 52+00 TO STA 60+00

CHERRY AVE SEWER

IMPROVEMENT PROJECT

DIRECTOR OF WATER/SEWER ENGINEERING

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.

1"= 40'SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

DN

CDR SEP/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

WD-06-26

S A

I K

- C H O O N P O

H

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

WASM KV

53+00

EL

EV

AT

IO

N (F

EE

T)

54+00 55+00 56+00

EL

EV

AT

IO

N (F

EE

T)

52+00

M A

TC

H

LI

N

E S

TA

. 6

0+

C H

E R

R Y

S

H E

E T

C -0

M A

TC

H

LI

N

E S

TA

. 5

2+

C H

E R

R Y

A V

E

S H

E E

T C

-0

57+00 58+00 59+00 60+00

CHERRY AVE

S E

E S

H E

E T

C -0

M

A

TC

H

LI

N E

S

TA

. 5 2+

M A

TC

H

LI

N

E S

TA

. 6

0+

S E

E S

H E

E T

C -0

CONSTRUCTION NOTES

CONSTRUCT 10-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH

COMPRESSION JOINTS

CONSTRUCT 12-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH

COMPRESSION JOINTS

EXCAVATE, BACKFILL AND COMPACT TRENCH PER LBUD STD. DWG WDS-406

REPLACE EXISTING HOUSE CONNECTION WITH NEW LATERAL PER LBUD STD DWG WDS-506

MODIFIED ON SHEET C-6, AND REPLACE LATERAL UP TO AND MAKE RECONNECTION AT THE

PROPERTY LINE

9 CONSTRUCT 48-INCH DIAMETER MAINTENANCE HOLE PER LBUD STD. DWG WDS-502

3 REMOVE EXISTING 8-INCH SEWER MAIN AND CONSTRUCT 10-INCH VITRIFIED CLAY

PIPE (VCP), EXTRA STRENGTH WITH COMPRESSION JOINTS

62 61 63

6NOTES TO CONTRACTOR

1. INSTALLATION OF SEWER SERVICE CONNECTIONS AND CAPPING OF EXISTING SEWER LATERALS SHALL

COMPLY WITH SPECIFICATIONS AND WILL REQUIRE A SEWER PERMIT AND INSPECTION BY LBUD.

2. SEWER LATERALS SHOWN ON THE PLANS ARE APPROXIMATE IN LOCATION BASED ON AVAILABLE

INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING LATERALS PRIOR TO EXCAVATION AND

LATERAL REINSTATEMENT OR REPLACEMENT.

3. CONTRACTOR SHALL CONDUCT A CCTV INSPECTION AND REVIEW PRIOR TO THE START OF WORK TO DETERMINE THE EXACT LOCATIONS OF SEWER LATERALS. CONTRACTOR SHALL POTHOLE OR EXCAVATE

AS NEEDED TO DETERMINE ELEVATIONS AND VERIFY THAT RECONNECTIONS WILL MEET LBUD

SPECIFICATIONS.

4. ALL UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE

ENGINEER DURING DESIGN. CONTRACTOR TO POTHOLE TO VERIFY LOCATION (HORIZONTAL AND

VERTICAL) PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT.

5. PRIOR TO MAKING SEWER MAIN CONNECTIONS AND BEFORE BEGINNING OF CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING SEWER MAINS AND ADJACENT UTILITIES.

6. CONTRACTOR TO MATCH EXISTING INVERT ELEVATIONS WHERE NOTED.

8 8 8

7 7 7 7

7 7

8 7

88 87 8

7 8 8 7 7 7 7

CONNECT EXISTING LATERAL TO NEW PROPOSED SEWER MAIN PER LBUD STD.

DWG WDS-511

14 13

13 ABANDON EXISTING MAINTENANCE HOLE PER DETAIL 2 ON SHEET 10

14 ABANDON EXISTING SEWER PIPELINE

16 REMOVE EXISTING SEWER PIPELINE

CHERRY AVE STA 60+00 TO STA 68+00

CHERRY AVE SEWER

IMPROVEMENT PROJECT

DIRECTOR OF WATER/SEWER ENGINEERING

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.

1"= 40'SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

DN

CDR SEP/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

WD-06-26

S A

I K

- C H O O N P O

H

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

WASM KV

61+00 62+00 63+00 64+0060+00 65+00 66+00 67+00 68+00

M A

TC

H

LI

N

E S

TA

. 6

8+

C H

E R

R Y

A V

E

S H

E E

T C

-0

M A

TC

H

LI

N

E S

TA

. 6

0+

C H

E R

R Y

A V

E

S H

E E

T C

-0

10TH STREET

10TH STREET

CHERRY AVE

L11K12

S E

E S

H E

E T

C -0

M

A

TC

H

LI

N E

S

TA

. 6 0+

M A

TC

H

LI

N

E S

TA

. 6

8+

S E

E S

H E

E T

C -0

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

20 20

CONSTRUCTION NOTES

1 CONSTRUCT 10-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH

COMPRESSION JOINTS

EXCAVATE, BACKFILL AND COMPACT TRENCH PER LBUD STD. DWG WDS-406

REPLACE EXISTING HOUSE CONNECTION WITH NEW LATERAL PER LBUD STD DWG WDS-506

MODIFIED ON SHEET C-6, AND REPLACE LATERAL UP TO AND MAKE RECONNECTION AT THE

PROPERTY LINE

9 CONSTRUCT 48-INCH DIAMETER MAINTENANCE HOLE PER LBUD STD. DWG WDS-502

61 61 61

77878

NOTES TO CONTRACTOR

1. INSTALLATION OF SEWER SERVICE CONNECTIONS AND CAPPING OF EXISTING SEWER LATERALS SHALL

COMPLY WITH SPECIFICATIONS AND WILL REQUIRE A SEWER PERMIT AND INSPECTION BY LBUD.

2. SEWER LATERALS SHOWN ON THE PLANS ARE APPROXIMATE IN LOCATION BASED ON AVAILABLE

INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING LATERALS PRIOR TO EXCAVATION AND

LATERAL REINSTATEMENT OR REPLACEMENT.

3. CONTRACTOR SHALL CONDUCT A CCTV INSPECTION AND REVIEW PRIOR TO THE START OF WORK TO DETERMINE THE EXACT LOCATIONS OF SEWER LATERALS. CONTRACTOR SHALL POTHOLE OR EXCAVATE

AS NEEDED TO DETERMINE ELEVATIONS AND VERIFY THAT RECONNECTIONS WILL MEET LBUD

SPECIFICATIONS.

4. ALL UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE

ENGINEER DURING DESIGN. CONTRACTOR TO POTHOLE TO VERIFY LOCATION (HORIZONTAL AND

VERTICAL) PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT.

5. PRIOR TO MAKING SEWER MAIN CONNECTIONS AND BEFORE BEGINNING OF CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING SEWER MAINS AND ADJACENT UTILITIES.

6. CONTRACTOR TO MATCH EXISTING INVERT ELEVATIONS WHERE NOTED.

8 8 8 8

CONNECT EXISTING LATERAL TO NEW PROPOSED SEWER MAIN PER LBUD STD.

DWG WDS-511

13 ABANDON EXISTING MAINTENANCE HOLE PER DETAIL 2 ON SHEET 10

14 ABANDON EXISTING SEWER PIPELINE

15 REMOVE EXISTING MAINTENANCE HOLE

18 CONSTRUCT COMPRESSIBLE BLANKET FOR UTILITY CROSSING PER DETAIL 4 ON

SHEET 10

CHERRY AVE STA 68+00 TO STA 74+55

CHERRY AVE SEWER

IMPROVEMENT PROJECT

DIRECTOR OF WATER/SEWER ENGINEERING

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.

1"= 40'SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

DN

CDR SEP/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

WD-06-26

S A

I K

- C H O O N P O

H

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

WASM KV

69+00 70+00 71+00 72+0068+00 73+00 74+00 75+00

M A

TC

H

LI

N

E S

TA

. 6

8+

C H

E R

R Y

A V

E

S H

E E

T C

-0

8TH STREET

8TH STREET

CHERRY AVE

C H

ER

R

Y

AV

E

S

E E

S H

E E

T C

-0

M A

TC

H

LI

N

E S

TA

. 6

8+

EL

EV

AT

IO

N

(F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

50 50

CONSTRUCTION NOTES

1 CONSTRUCT 10-INCH VITRIFIED CLAY PIPE (VCP), EXTRA STRENGTH WITH

COMPRESSION JOINTS

EXCAVATE, BACKFILL AND COMPACT TRENCH PER LBUD STD. DWG WDS-406

REPLACE EXISTING HOUSE CONNECTION WITH NEW LATERAL PER LBUD STD DWG WDS-506

MODIFIED ON SHEET C-6, AND REPLACE LATERAL UP TO AND MAKE RECONNECTION AT THE

PROPERTY LINE

9 CONSTRUCT 48-INCH DIAMETER MAINTENANCE HOLE PER LBUD STD. DWG WDS-502

10 PROTECT IN PLACE EXISTING MAINTENANCE HOLE AND RELINE MAINTENANCE HOLE

6 6

9 9

9 10

61 61

1 1

88 8

NOTES TO CONTRACTOR

1. INSTALLATION OF SEWER SERVICE CONNECTIONS AND CAPPING OF EXISTING SEWER LATERALS SHALL

COMPLY WITH SPECIFICATIONS AND WILL REQUIRE A SEWER PERMIT AND INSPECTION BY LBUD.

2. SEWER LATERALS SHOWN ON THE PLANS ARE APPROXIMATE IN LOCATION BASED ON AVAILABLE

INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING LATERALS PRIOR TO EXCAVATION AND

LATERAL REINSTATEMENT OR REPLACEMENT.

3. CONTRACTOR SHALL CONDUCT A CCTV INSPECTION AND REVIEW PRIOR TO THE START OF WORK TO DETERMINE THE EXACT LOCATIONS OF SEWER LATERALS. CONTRACTOR SHALL POTHOLE OR EXCAVATE AS NEEDED TO DETERMINE ELEVATIONS AND VERIFY THAT RECONNECTIONS WILL MEET LBUD SPECIFICATIONS.

4. ALL UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER DURING DESIGN. CONTRACTOR TO POTHOLE TO VERIFY LOCATION (HORIZONTAL AND VERTICAL) PRIOR TO

CONSTRUCTION AND INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT.

5. PRIOR TO MAKING SEWER MAIN CONNECTIONS AND BEFORE BEGINNING OF CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING SEWER MAINS AND ADJACENT UTILITIES.

6. CONTRACTOR TO MATCH EXISTING INVERT ELEVATIONS WHERE NOTED.

7. CONTRACTOR SHALL CONSTRUCT CONCRETE BLANKET PER LBUD STD. DWG WDS-129

CONNECT EXISTING LATERAL TO NEW PROPOSED SEWER MAIN PER LBUD STD.

DWG WDS-511

13 14

13 ABANDON EXISTING MAINTENANCE HOLE PER DETAIL 2 ON SHEET 10

14 ABANDON EXISTING SEWER PIPELINE

CONSTRUCT 10" HDPE SDR-21 (FUSION WELDED JOINTS) PIPE WRAPPED WITH

POLYETHYLENE LINER PPL-24 OR APPROVED EQUAL. POLYETHYLENE LINER SHALL

BE HEAT WELDED

6" 6"

COMPRESSIBLE BLANKET

NOTES FOR COMPRESSIBLE BLANKET:

1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE BOTTOM OF THE NEW PIPE AND THE

TOP OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18".

2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.

STREET CENTERLINE

3 TO 6 INCHES

6"

MIN.

18"

SEE

NOTES 1 & 2

CONCRETE COLLAR -

SEE NOTE 3

CAST IRON CLEANOUT

FRAME AND COVER,

SEE SHEET 4 OF WDS-506

6" PVC PIPE

6" PVC BEND MIN S=2%*

6"

SEWER MAIN

3/4" CRUSHED

ROCK BEDDING

12"

SEWER PIPE IN

PRIVATE PROPERTY

CUSTOMER CONNECT HERE

6" PVC PIPE

ELEVATION A-A

STREET CENTERLINE

6" VITRIFIED CLAY

PIPE 1/8 BEND

PIPE SIZE x 6" VCP WYE

SEWER MAIN

A

A

CLEANOUT COVER

SEE NOTES 1 & 2

PROPERTY LINE

6" X 6" PVC WYE

6" CLEANOUT PER DETAIL B

PROPERTY LINE

FINISH GRADE

BELL & SPIGOT

JOINT (TYP)

PLAN

NOTES:

1. IF THE CLEANOUT IS WITHIN OR IS IN CONFLICT WITH THE SIDEWALK AREA OR WALKING ZONE, IT SHALL BE

RELOCATED TO AN AREA WHEREAS THE BOX WILL NOT POSE A TRIPPING HAZARD.

2. ACTUAL LOCATION OF CLEANOUT TO BE VERIFIED WITH LBUD INSPECTION.

3. CONCRETE COLLAR SHALL BE 20" IN DIAMETER AND SHALL BE CLASS A2 CONCRETE (600-C-2500).

4. FOR LATERALS > 6", UPSIZE CLEANOUT TO MATCH LATERAL DIAMETER, SUBMIT SHOP DRAWING FOR CLEANOUT

FRAME AND COLLAR.

5. PVC AND ABS JOINTS SHALL BE GLUED OR JOINED TO BE WATERTIGHT.

6. USE OF ABS PIPE IN LIEU OF PVC SUBJECT TO LBUD APPROVAL.

7. REFER TO LBUD STD WDS-506 FOR STANDARD DETAIL NOT OUTLINED IN WDS-506 MODIFIED DETAIL

SOLVENT WELD x F.I.P.T.

PVC COUPLING

6" PVC PIPE

PVC STOPPER M.I.P.T.

PLUG WITH MALE

SQUARE NUT

DETAIL B

* OR AS APPROVED BY LBUD IN FIELD

3'

MIN.

6" PVC PIPE

6" VCP PIPE

6" TRANSITION COUPLING

6" PVC PIPE

6" TRANSITION COUPLING

MISCELLANEOUS DETAILS

CHERRY AVE SEWER

IMPROVEMENT PROJECT

DIRECTOR OF WATER/SEWER ENGINEERING

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.

1"= 40'SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

DN

CDR SEP/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

WD-06-26

S A

I K

- C H O O N P O

H

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

WASM KV

MAINTENANCE HOLE ABANDONMENT

2CONNECTION DETAIL

1 ABANDONMENT DETAIL

COMPRESSIBLE BLANKET

4LBUD STD DWG WDS-129 MODIFIED

EXISTING SEWER PIPE MAINTENANCE HOLE

SEWER CLEANOUT - LATERAL

LBUD STD DWG WDS-506 MODIFIED

CONNECTION DETAILS

CHERRY AVE SEWER

IMPROVEMENT PROJECT

DIRECTOR OF WATER/SEWER ENGINEERING

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.

1"= 40'SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE SEP/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

DN

CDR SEP/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

WD-06-26

S A

I K

- C H O O N P O

H

DRAWING / FILE NUMBER:

SC-0512

FAMIS PROJECT:

MUNIS PROJECT:

6517050001

WASM KV

MAINTENANCE HOLE CONNECTION DETAIL

GARDENIA AVE: STA 33+00.68

MAINTENANCE HOLE CONNECTION DETAIL

GARDENIA AVE: STA 30+28.51

MAINTENANCE HOLE CONNECTION DETAIL

ANAHEIM ST: STA 10+00.00

MAINTENANCE HOLE CONNECTION DETAIL

ANAHEIM ST: STA 13+38.02

MAINTENANCE HOLE CONNECTION DETAIL

CHERRY AVE: STA 61+54.51

MAINTENANCE HOLE CONNECTION DETAIL

CHERRY AVE: STA 74+56.86

MAINTENANCE HOLE CONNECTION DETAIL

ANAHEIM ST: STA 13+08.53