WD-17-24 Plans.pdf

DRAWING / FILE NUMBER:

EO-3715

FAMIS PROJECT: FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WAT283

651404001

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

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 FEB/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

MG

CDR FEB/25

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

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

WD-17-24

SUBMITTED BY:

DRP Engineering, INC.

PROJECT MANAGER:

CURTIS D. ROTH R.C.E. 61087 DATE

LONG BEACH UTILITIES DEPARTMENT

LONG BEACH, CALIFORNIA

PLANS FOR THE CONSTRUCTION OF

GENERAL MANAGER

B. ANATOLE FALAGAN

WD-17-24

ROBERT J. VERCELES - DATE

LONG BEACH UTILITIES DEPARTMENT

APPROVED BY:

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

STEARNS CHAMPIONS PARK

G-001

TITLE SHEET

GENERAL

02/14/2025

NEENENENNENNNNNNNENENNNNENNNENNNNENNENNENNNEEEEEEEEEEEEEEEEEEEEEEEE RING

5/12/2025

5/19/2025

LONG

BEACH

EXISTING GAS LINE AND GAS LINE LABEL

ROAD CENTERLINE AND STREET NAME

RIGHT-OF-WAY

LOT

CURB

EXISTING WATERMAIN ABANDONED

EXISTING WATERMAIN IN SERVICE, WATERMAIN IN SERVICE LABEL, WATER VALVE, AND FH

WATER LATERAL (SERVICE CONNECTION)

RIGHT-OF-WAY ADDITIONAL TAKE

SHEET BOUNDARY

EXISTING SEWER LINE, SEWER LINE LABEL, AND SEWER MANHOLE

EXISTING GAS LATERAL (SERVICE CONNECTION)

EXISTING SEWER LATERAL / SERVICE CONNECTION (SAME AS SEWER LINE)

EXISTING STORM DRAIN LINE, SDMH, AND SD CATCH BASIN

STREET LIGHT AND CONDUIT

STATIONING (PIPELINE IN EC MASTER FILE)

PROPOSED WATERMAIN, STATION, TIE-IN TO EXISTING, AND NEW FH CONNECTION

WATER ATLAS REFERENCE

DETAIL NUMBER

DETAIL SHEET

N28 N27

LOCATION MAP

LOCATION MAP, SHEET INDEX

AND SYMBOLS

SHEET INDEX

SHT NO. DESCRIPTION

SYMBOLS

VICINITY MAP

G-002

GENERAL

SURVEY NOTE

NOTE TO CONTRACTOR

APPROVED

5/12/2025

FAMIS PROJECT: FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WAT283

651404001

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

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 FEB/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

MG

CDR FEB/25

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

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

WD-17-24

GENERAL

GENERAL NOTES

GENERAL NOTES

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, ITS

EMPLOYEES, AND AGENTS FROM ANY AND ALL LIABILITY, REAL

OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF

WORK ON THIS PROJECT.

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 SPECIFICATION FOR PUBLIC

WORKS CONSTRUCTION (LATEST EDITION), THE CITY OF LONG

BEACH UTILITIES DEPARTMENT (LBUD) 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 LBUD.

THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED

PLANS, SPECIFICATIONS, CONSTRUCTION PERMITS, AND

SUBMITTALS FOR THIS PROJECT ON THE JOB SITE AT ALL TIMES.

THE CONTRACTOR SHALL BE FAMILIAR WITH ALL APPLICABLE

STANDARDS AND SPECIFICATIONS.

CONTRACTOR SHALL OBTAIN A BUSINESS LICENSE FROM THE

CITY OF LONG BEACH PRIOR TO CONSTRUCTION. ALL REQUIRED

PERMITS SHALL BE OBTAINED, AND A COPY SUBMITTED TO LBUD,

PRIOR TO ALL CONSTRUCTION ACTIVITIES. SEE PROJECT

SPECIFICATIONS.

WORK SHOWN OR INDICATED ON THESE PLANS, OR CALLED FOR

IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY QUANTITY

ITEMS, SHALL BE CONSIDERED INCIDENTAL WORK -COST OF

WHICH SHALL BE INCLUDED IN THE CONTRACTOR'S BID FOR PAY

QUANTITY ITEMS.

THE CONTRACTOR SHALL NOTIFY THE LBUD CHIEF

CONSTRUCTION INSPECTOR AT (562) 244-9334 SEVEN (7) DAYS

PRIOR TO ANY CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE

ALERT (USA) AND ALL PUBLIC UTILITY COMPANIES AND OWNERS

OF ALL PRIVATE FACILITIES AT LEAST 72 HOURS IN ADVANCE OF

PERFORMING ANY WORK IN SAID AREA.

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 CONFIRM THE

EXACT LOCATION AND DEPTH OF UNDERGROUND UTILITIES IN

AREAS REQUIRING EXCAVATION.

THE CONTRACTOR SHALL PERFORM UTILITY RESEARCH FOR THE

PROJECT AREAS. THE CONTRACTOR SHALL 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 USA

TO DETERMINE THE EXACT FIELD LOCATION OF UTILITIES WHICH

MAY CONFLICT WITH THE WORK.

THE CONTRACTOR SHALL POTHOLE ALL SEWER LATERALS TO

DETERMINE DEPTH PRIOR TO THE INSTALLATION OF THE WATER

PIPELINE.

THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT

DISCREPANCIES IN THE PLANS AND/OR FIELD CONDITIONS

IMMEDIATELY TO DESIGN ENGINEER FOR RESOLUTION PRIOR TO

CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

DISCREPANCIES NOT SO REPORTED AND RESOLVED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO

EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND

MARKINGS, TRAFFIC SIGNAL DETECTOR LOOPS, STREET

CONDUITS, STRUCTURES, SIGNS, TREES, LANDSCAPING, AND

IRRIGATION SYSTEMS, AS A RESULT OF THEIR OPERATIONS, AND

WILL BE REQUIRED TO REPAIR OR REPLACE IN KIND TO THE

SATISFACTION OF, AND AS DIRECTED BY THE CITY, THE

ENGINEER, UTILITY COMPANY, OR PROPERTY OWNER.

THE CONTRACTOR SHALL PROVIDE PRE-CONSTRUCTION

PHOTOGRAPHS/VIDEO OF THE PROJECT SITE ON A DVD OR

FLASH DRIVE AS PART OF THE WORK.

THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL

TIMES. DUST SHALL BE CONTROLLED PER SPECIFICATION

SECTION 01 50 00.

THE CONTRACTOR SHALL COOPERATE WITH OTHER

CONTRACTORS PERFORMING CONSTRUCTION WORK IN AREAS

ADJACENT TO THE PROJECT SITE.

ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE

CURRENT CITY OF LONG BEACH NOISE REGULATIONS AS

DEFINED IN THE LONG BEACH MUNICIPAL CODE CHAPTER 8.80.

THE CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN

SANITARY FACILITIES AT THE SITE.

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 CITY OF LONG BEACH. STREETS SHALL BE KEPT CLEAN OF

DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL

TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR

ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS

CONSTRUCTION. CONTRACTOR TO CLEAN STREET WITH

SWEEPER PRIOR TO THE END OF EACH WORK DAY AS A

MINIMUM.

CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A

CONDITION THAT AN UNANTICIPATED STORM WATER 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 QUANTITY 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 PRESERVATIVES 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 OR FLOATABLE WASTES;

WASTES FROM ANY 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 AND PROTECTED FROM

POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL

IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REQUIREMENTS.

THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES

(BMP'S) FOR EROSION AND SEDIMENT CONTROL OF THE

CONSTRUCTION SITES. SANDBAGS , STRAW OR HAY BALES, SILT

FENCES AND CHECK DAMS SHALL BE PLACED OVER ANY STORM

DRAINS IN CLOSE PROXIMITY TO THE PROJECT SITE.

IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL

BE RESPONSIBLE FOR DEWATERING ACCESS PITS AND

TRENCHES AND DISPOSING OF WATER AS REQUIRED BY THE

CONTRACT DOCUMENTS AND APPLICABLE NPDES PERMIT AND

FEDERAL, STATE, AND LOCAL GOVERNMENT REQUIREMENTS.

SURPLUS AND MATERIAL REMOVED WHICH IS 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

JURISDICTIONAL AGENCIES.

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 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.

THE CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION

WHEN TRENCHING IN CLOSE PROXIMITY OF OTHER UTILITIES.

ANY SIGN OF DEGRADATION OF THE TRENCH WALL INTEGRITY

WILL NOT BE TOLERATED AND WILL FORCE THE STOPPAGE OF

WORK UNTIL THE TRENCH INTEGRITY IS ADEQUATELY

RESTORED.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

THE CONTRACTOR SHALL PERFORM NECESSARY COMPACTION

AND OTHER SOIL TESTS AS DIRECTED BY LBUD OR OWNER'S

REPRESENTATIVE PER PROJECT SPECIFICATIONS.

THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS

NEEDED PER THE TRAFFIC CONTROL PLANS AND IN

CONFORMANCE WITH CITY OF LONG BEACH PUBLIC WORKS

ENGINEERING STANDARD PLANS - SECTION 300. MAINTAIN

PUBLIC ACCESS ON PUBLIC STREET 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. THE CONTRACTOR IS

TO PREPARE TRAFFIC CONTROL PLANS FOR APPROVAL BY THE

CITY OF LONG BEACH PUBLIC WORKS DEPARTMENT.

ADEQUATE TRAFFIC AND SAFETY MEASURES SHALL BE

MAINTAINED BY PROPER SCHEDULING OF FACILITY

INSTALLATION, PAVEMENT RECONSTRUCTION AND USE OF

APPROVED TRAFFIC CONTROL DEVICES, AND IN ACCORDANCE

WITH PERMITS SECURED OR PROVIDED.

THE APPROACHES TO PRIVATE DRIVEWAYS, DRIVEWAYS AND

INTERSECTING STREETS SHALL BE KEPT OPEN TO TRAFFIC PER

PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL INFORM

ALL PROPERTY OWNERS OR BUSINESSES A MINIMUM OF

FORTY-EIGHT HOURS PRIOR TO PERFORMING ANY

CONSTRUCTION WHICH WILL IMPEDE THE NORMAL ACCESS TO

THEIR DRIVEWAYS.

ALL PCC AND AC PAVEMENT REMOVALS SHALL BE OUTLINED TO

NECESSARY WORKING LIMITS AND SAW CUT PRIOR TO THEIR

REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL

OPERATIONS SHALL BECOME THE PROPERTY OF THE

CONTRACTOR.

ALL CONCRETE SIDEWALKS, CURBS OR CROSS GUTTERS

REQUIRING REMOVAL, SHALL BE SAW CUT AND REPLACED IN

KIND TO THE NEAREST CONSTRUCTION JOINT IN

CONFORMANCE WITH CITY OF LONG BEACH PUBLIC WORKS

ENGINEERING STANDARD PLANS AND STANDARD PLANS FOR

PUBLIC WORKS CONSTRUCTION. (SPPWC). ALL EXPOSED

CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND

FINISH TO ALL ADJOINING CURBS AND WALKS.

THE CONTRACTOR SHALL REPLACE ANY EXISTING TRAFFIC

STRIPPING AND/OR PAVEMENT MARKINGS WHICH DURING

OPERATIONS HAVE BEEN EITHER REMOVED OR THE INTEGRITY

HAS BEEN COMPROMISED PER SPECIFICATION SECTION 01 55 26

- TRAFFIC CONTROL AND RESTRIPING.

ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO

ITS ORIGINAL CONDITION (REPLACE GRASS WITH SOD). THE

CONTRACTOR SHALL REPAIR AND/OR REMODEL EXISTING

IRRIGATION SYSTEMS AS NECESSARY TO FACILITATE

CONSTRUCTION TO THE SATISFACTION OF THE WATER

DEPARTMENT AND CITY ENGINEER.

STREET PAVING SHALL BE RESTORED PER PLAN

SPECIFICATIONS, LBUD STD DWG WDS-406 AND CITY OF LONG

BEACH STANDARD DRAWING NO. 127.

DUCTILE IRON PIPE AND FITTINGS SHALL BE CLASS 52 UNLESS

OTHERWISE NOTED ON THE PLANS WITH PUSH-ON OR

RESTRAINED JOINTS AND ENCASED WITH TWO LAYERS OF

POLYETHYLENE WRAP UNLESS OTHERWISE NOTED. SEE

SPECIFICATION SECTION 33 11 11 - DUCTILE IRON PIPE AND

SPECIFICATION SECTION 33 05 26 - UTILITY IDENTIFICATION.

RESTRAINED JOINT FITTING AND THRUST BLOCKS SHALL BE

INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS,

CONNECTIONS, VALVES, AND FITTING LOCATIONS. INSTALL

THRUST BLOCKS AT NEW PIPE BENDS CLOSEST TO

CONNECTION TO EXISTING PUSH-ON JOINTS.

ALL BURIED DUCTILE IRON FITTINGS, VALVES, COUPLINGS AND

APPURTENANCES SHALL BE COATED WITH NO-OX-ID

COMPOUND, WRAPPED WITH NO-OX-ID TAPE, AND DOUBLE

ENCHASED WITH AT LEAST 8 MILS POLYETHYLENE WRAP AND

10-MIL TAPE UNLESS OTHERWISE NOTED.

BURIED JOINING HARDWARE USED FOR FLANGED CONFECTIONS

AND FLEX TRANSITION COUPLINGS SHALL BE SAE TYPE 316

STAINLESS STEEL PER SPECIFICATION SECTION 33 05 31-

PIPELINE JOINT MATERIALS.

15.

16.

17.

18.

19.

20.

24.

26.

27.

28.

29.

30.

31.

32.

37.

33.

34.

35.

36.

21.

22.

23.

THRUST BLOCKS FOR TAPPING TEES INSTALLED ON AC PIPE

SHALL BE POURED 24 HOURS PRIOR TO TAPPING THE MAIN.

BACKFILL TRENCH ZONE WITH NATIVE EARTH BACKFILL OR

IMPORTED BACKFILL PER SPECIFICATION 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

EARTH BACKFILL OR IMPORTED MATERIALS AT THEIR

DISCRETION.

PROTECT IN PLACE STREET CENTERLINES AND SURVEY

MONUMENTS. ANY MONUMENTS THAT MUST BE REMOVED FOR

CONSTRUCTION SHALL BE REPLACED BY CALIFORNIA LICENSED

LAND SURVEYOR.

CENTERLINES AND RIGHT-OF-WAY LINES SHOWN ARE BASED ON

LOS ANGLES COUNTY ASSESSOR'S MAPS AND INFORMATION

PROVIDED BY LONG BEACH UTILITIES DEPARTMENT.

STATIONS SHOWN ON PLANS ARE CENTERLINE STATIONING AND

PIPELINE STATIONING. STATION EQUATIONS ARE SHOWN FOR

REFERENCE TO EACH. PROFILES IDENTIFY THE PIPELINE

CENTERLINE STATION.

39..

40..

41.

42.

14. 38.25.

G-003 NEENEENENNNEENNNENNNNENENNENNEENENNENNNNNNNENEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERINI G

FAMIS PROJECT: FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WAT283

651404001

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

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 FEB/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

MG

CDR FEB/25

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

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

WD-17-24

ABBREVIATIONS, PUBLIC AGENCIES, LEGEND, AND

CONSTRUCTION NOTES

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

MANHOLE

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 UTILITY DEPARTMENT

GATE VALVE

IRRIGATION

GAS

HOUSE

INSIDE DIAMETER

FLANGE

CEMENT MORTAR LINED AND COATED

CAST IRON CEMENT MORTAR LINED

CAST IRON

CLEAN OUT (SEWER)

CATHODIC PROTECTION

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

PUBLIC AGENCIES & UTILITIES

CITY OF LAKEWOOD

333 W. OCEAN BLVD., 9TH FLOOR

PUBLIC WORKS - TRAFFIC/ TRANSPORTATION

LONG BEACH, CA 90802

(562) 570-6331

(714) 796-9932

SANTA ANA, CA 92705

ERIKA BALLESTEROS

1444 E. MCFADDEN AVE.

LAKEWOOD, CA 90713

5812 ARBOR RD.

(714) -889-0272

SC EDISON

JASON WEN

KIM GURULE

RAY ROUNDTREE

ZACHARY HOEPFNER

(562) 570-2525

LONG BEACH, CA 90808

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

CHUCK QUERIDO

3205 LAKEWOOD BLVD.

CITY OF LONG BEACH - FIRE DEPARTMENT

HUNTINGTON BEACH, CA 92467

7352 SLATER AVE.

(714) 375-6760

1601 SAN FRANCISCO AVE.

CITY OF LONG BEACH - TRAFFIC SIGNALS / LIGHTS

FRONTIER COMMUNICATIONS

(720) 305-0400

P.O. BOX 4998

(562) 908-4288 X1205

WHITTIER, CA 90601

(562) 570-2300

LONG BEACH, CA 90806

LONG BEACH UTILITIES DEPARTMENT

LONG BEACH, CA 90807

1800 E WARDLOW ROAD

2400 E SPRING ST.

(562) 570-2766

LONG BEACH, CA 90813

MARC WRIGHT

LONG BEACH GAS & OIL (562) 570-2036

333 W. OCEAN BLVD.

PUBLIC WORKS-ENGINEERING

LONG BEACH, CA 90802

(562) 570-5055

(626) 458-5100

ALHAMBRA, CA 91803

CITY LIGHT & POWER INC.

LONG BEACH, CA 90806

2961 REDONDO AVE.

900 S. FREMONT AVE.

7337 CENTRAL AVENUE

CHARTER COMMUNICATIONS

RIVERSIDE, CA 92504

(951) 406-1601

SANITATION DISTRICTS OF LOS ANGELES COUNTY

1963 E. ANAHEIM ST.

LONG BEACH TRANSIT

LONG BEACH, CA 90813

(562) 599-8570

FACILITIES MAPPING

GIS SPECIALIST

ENGINEERING COORDINATOR

MANAGER OF ENGINEERING

5900 CHERRY AVE., 2ND FLOOR

PLAINS ALL AMERICAN PIPELINE

LONG BEACH, CA 90802

MIKE EIDMAN

(562) 221-6777

LAND ANALYST

1005 D STREET

QUESTAR/ DOMINION ENERGY

ROCK SPRINGS, WY 82901

COLE WRIGHT

(307) 352-7115

OPERATIONS ENGINEER

1919 STATE COLLEGE BLVD.

SOCAL GAS

ANAHEIM, CA 92806

ERNIE GONZALES

(714) 634-3121

PLANNING ASSOCIATE

9400 OAKDALE AVE.

SOCAL GAS TRANSMISSION

CHATSWORTH, CA 91311

(818) 701-4546

6 CENTERPOINTE DR., STE 500

TESORO

LA PALMA, CA 90623

CYNTHIA SMITH

(714) 880-1687

RIGHT OF WAY DEPARTMENT

6 CENTERPOINTE DR., STE 500

BOEING

LA PALMA, CA 90623

JOHN E WILLIAMS

(562) 797-2847

6 CENTERPOINTE DR., STE 500

ZAYO FNA ABOVE NET

LA PALMA, CA 90623

THOMAS BRUINIERS

(213) 283-3601

WESTERN REGION OSP PROJECT MANAGER

(949) 864-0296

IRVINE, CA 92614

CALEB KING

2698 WHITE RD.

MPOWER

100 W. ALONDRA BLVD., RM. A202

AT&T

(714) 666-9219

TULSA, OK 74103

CENTURYLINK, INC

LITTLETON, CO 80120

700 W. MINERAL AVE.

100 S. CINCINNATI AVE., STE 1200

(310) 515-4029

GARDENA, CA 90248

CARL RANDOLPH

LEVEL 3 COMMUNICATIONS (918) 547-0007

BUSINESS ANALYST

GEORGE MCELVAIN

ENGINEERING ADMINISTRATOR

MARK DENNING SR.

OSP ENGINEER

MANAGER OF PUBLIC SERVICE

G-004

GENERAL

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 WATER MAIN

CONSTRUCTION NOTES

NEENEENNENENEENEENEENNEENENNEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERINNNNNNG

FAMIS PROJECT: FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WAT283

651404001

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

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 FEB/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

MG

CDR FEB/25

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

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

WD-17-24

STEARNS CHAMPIONS PARK

CIVIL

LINE 'A' PLAN AND PROFILE

STA 30+00 TO STA 36+00

30+00 34+00

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

31+00 32+00 33+00 35+00 36+00

VALVE INFORMATION TABLE

C-001

LINE 'A'

NGINGNGGNGNGNGNGGGGGGGNGGGGGGGGGNGGGGGGNGGNGGNNNGNNNNNNNNNNNNNNNNNNNNNNNNNNNN NEERING D 5/12/2025

DE ORA WAY

CIVIL

LINE 'A' PLAN AND PROFILE

STA 36+00 TO STA 44+00

36+00 40+00

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

37+00 38+00 39+00 41+00 42+00

VALVE INFORMATION TABLE

43+00 44+00

C-002

DRAWING / FILE NUMBER:

EO-3715

FAMIS PROJECT: FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WAT283

651404001

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

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 FEB/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

MG

CDR FEB/25

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

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

WD-17-24

LINE 'A'

NGINGNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN NEERING

46+00

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

44+00 45+00 47+00

VALVE INFORMATION TABLE

30 30

CIVIL

LINE 'A' PLAN AND PROFILE STA 44+00 TO STA 46+74.50

LINE 'B' PLAN AND PROFILE STA 20+00 TO STA 20+76.70

C-004

20+00 21+00

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

DRAWING / FILE NUMBER:

EO-3715

FAMIS PROJECT: FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WAT283

651404001

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

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 FEB/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

MG

CDR FEB/25

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

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

WD-17-24

LINE 'A' LINE 'B'

NGINGGGNGGNGNGGNGGGGGNGGGNGGGNNNNNNNNNNNNNNNNNNNNNNNN NEERING

FAMIS PROJECT: FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WAT283

651404001

ALAMITOS 9A AND 14

PUMP TO WASTE DRAIN LINE

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 FEB/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH UTILITIES DEPARTMENT

MG

CDR FEB/25

FI

LE

N

AM

E:

M c_ dw g D

ES

IG

N B

Y:

N/A

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

WD-17-24

CIVIL

SECTIONS AND

CONNECTION DETAILS

C-005

NGINGNGNGNGNGGGGGGGGGGGNGNGNGNGGGGGGGGGGGGGGNNGNNNNNNNNNNNNNNNNNNNNNNNNN NEERING