Plans MC-5198 Pacific Ave Signed.pdf

PDF 27 MB Posted Aug 11, 2026

Attached to: Alley Main Conversion Pacific Avenue (MC-5198)
Solicitation number: UD-26-355
Issued by: Los Angeles County, California

About this file

Written by GovTribe AI · Aug 14, 2026

This is a construction plans document for the Alley Water Main Conversion project on Pacific Avenue (MC-5198) prepared by the Long Beach Public Utilities Department in Long Beach, California. The project involves the construction of approximately 5,700 linear feet of ductile iron pipe (DIP) water main, consisting of 4,400 linear feet of 12-inch DIP and 1,200 linear feet of 8-inch DIP, along with associated appurtenances including valves, hydrants, and service connections within Pacific Avenue, Spring Street, Pine Avenue, and related alleys. The work is divided into two phases, with Phase 1 designated as an interim milestone requiring completion of service reconnections and preparation for the abandonment of existing water mains prior to structural lining work. The project includes removal and replacement of interfering pavement, curbs, gutters, sidewalks, and restoration to original conditions or better, as well as coordination with multiple utility companies including Southern California Edison, Verizon, SoCalGas, and various pipeline operators.

The construction plans establish comprehensive technical requirements including field hydrostatic testing to 150 PSI, minimum 45-inch cover for proposed water mains, restrained joint fittings with thrust blocks at all bends and connections, and polyethylene wrapping and coating requirements for buried fittings and appurtenances. The contractor is required to maintain the existing water main in service during construction, submit a water supply bypass plan for approval, obtain utility location information through Underground Service Alert of Southern California (811), and be responsible for any damage to existing utilities or structures. Additional requirements include dust control compliance, traffic control maintenance per California Department of Transportation standards, provision of potable water when service interruptions exceed four hours, coordination with Long Beach Transit and Fire Department for any fire watch operations, and native soil sampling every 500 linear feet from the pipe zone. The project documents reference standard specifications for public works construction, AWWA standards, and Long Beach Utilities Department standards, with final locations of meters and services to be determined during construction by LBUD representatives.

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Other files

File	Type	Posted
MC-5198 Preliminary Bid Results.pdf	PDF	Aug 11, 2026
MC-5198 Addendum 1.pdf	PDF	Aug 11, 2026
UD-26-355_T_ItemExport.csv	CSV file	Aug 11, 2026
Specification MC-5198 Signed.pdf	PDF	Aug 11, 2026
MC-5198 Construction-NOI to Award.pdf	PDF	Aug 11, 2026

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MC-5198ALLEY WATER MAIN CONVERSION PACIFIC AVENUE

DRAWING / FILE NUMBER:

FAMIS PROJECT: WAPM-ZT

MUNIS PROJECT: 6002050017

1111 Corporate Center Dr Suite 303, Monterey Park

CA 91754

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

SUBMITTED BY:

DRP Engineering, INC.

PROJECT MANAGER:

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

LONG BEACH PUBLIC UTILITIES DEPARTMENT

LONG BEACH, CALIFORNIA

PLANS FOR THE CONSTRUCTION OF

AUGUST 2026

GENERAL MANAGER

B. ANATOLE FALAGÁN

WD-56-22

THOMAS BEKELE - SENIOR DIRECTOR OF ENGINEERING DATE

LONG BEACH PUBLIC UTILITIES DEPARTMENT

APPROVED BY:

ALLEY WATER MAIN CONVERSION

PACIFIC AVENUE

8/3/2026

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DIRECTOR OF WATER/SEWER ENGINEERING

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MANAGER OF ENGINEERING

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APPROVED

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DEPARTMENT

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CK'D.

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CITY ENG.

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VERIZON

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EDISON CO.

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LB ENERGY

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FIRE

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SECTION MAP

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SERVICE ATLAS PAGE

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GATE VALVES REC.

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CONTRACT NO.

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CORRECTED BY

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CDR

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WD-56-22

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SHEET OF 28 SHEETS

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AutoCAD SHX Text FILE NAME: MC-5198_SHEET_01_G01.dwg DESIGN BY: TL

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EXP._______

AutoCAD SHX Text 12/31/2026 wadepew Image wadepew Text Box 8-8-2026 wadepew Text Box wadepew Text Box 8-10-2026 wadepew Text Box 8-10-2026 wadepew Image wadepew Image

LONG

BEACH

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

PHASE 2 IMPROVEMENTS

PHASE 1 IMPROVEMENTS EXISTING GAS LINE AND GAS LINE LABEL

HOUSE NUMBER AND WATER METER INFO

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 (CENTERLINE IN EC MASTER FILE)

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

PROPOSED WATER SERVICE

PROPOSED CUT & PLUG

WATER ATLAS REFERENCE

DETAIL NUMBER

DETAIL SHEET

N28 N27

MC-5198ALLEY WATER MAIN CONVERSION PACIFIC AVENUE

1111 Corporate Center Dr Suite 303 Monterey Park, CA 91754

FAMIS PROJECT:

MUNIS PROJECT:

WAPM-ZT

6002050017

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

LOCATION MAP

GENERAL

LOCATION MAP, SHEET INDEX

VICINITY MAP

SHEET INDEX

SHT NO. DESCRIPTION SHT NO. DESCRIPTION

SYMBOLS

AND SYMBOLS

H20 H21

G20 G21

G19 G20

H19 H20H18 H19H17 H18H16 H17H15 H16

G18 G19G17 G18G16 G17G15 G16

G21 H21

G15 H15

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BAY

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MONICA

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MARINA

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DEL REY

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FWY.

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BLVD.

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IEN

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HAC

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SAN

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GABRIEL

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ROSEMEAD

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BLVD.

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LAKEWOOD

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FWY.

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DIEGO

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SAN

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BEACH

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LONG

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HARBOR

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TERMINAL

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ISLAND FWY.

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BIXBY

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SLOUGH

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ROLLING

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HILLS

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HY.

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COAST

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PACIFIC

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FWY.

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ARTESIA

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BLVD.

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ARTESIA

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BLVD.

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SEPULVEDA

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BAY

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PEDRO

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SAN

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LINCOLN

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ARTESIA

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INGLEWOOD

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HAWTHORNE

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LAWNDALE

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GARDENA

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CARSON

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HERMOSA BEACH

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REDONDO

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BEACH

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TORRANCE

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LOMITA

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PALOS VERDES

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ESTATES

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ROLLING

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HILLS ESTATES

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SIGNAL

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HILL

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BELL

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HUNTINGTON PARK

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CUDAHY

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BELL

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GARDENS

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BLVD.

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FIRESTONE

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MANCHESTER BLVD.

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DOWNEY

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PARAMOUNT

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NORWALK

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BELLFLOWER

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LAKEWOOD

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SOUTH GATE

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LYNWOOD

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LA MIRADA

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SANTA FE

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SPRINGS

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PICO RIVERA

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WHITTIER

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CERRITOS

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HAWAIIAN

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GARDENS

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COMPTON

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ORANGE

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MANHATTAN BEACH

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PACIFIC AVE

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4" DUCT BANK

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4" DUCT BANK

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SDMH

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8" SS

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SMH

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H-XXXX

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X.X" CL XXXXX X.X" X-XXX' X

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DIRECTOR OF WATER/SEWER ENGINEERING

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MANAGER OF ENGINEERING

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APPROVED

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RECOMMENDED

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DEPARTMENT

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DATE

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APP'D.

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CK'D.

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CITY ENG.

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VERIZON

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EDISON CO.

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LB ENERGY

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FIRE

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INPUT BY

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AS-BUILT BY

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POSTED GIS

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CONSTRUCTED BY

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SPEC. NO

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SECTION MAP

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SERVICE ATLAS PAGE

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GATE VALVES REC.

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CONTRACT NO.

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CHECKED BY

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DRAWING-FILE NUMBER:

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DATE

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CDR

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AUG/26

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AUG/26

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SHEET OF 28 SHEETS

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EXP._______

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NOT TO SCALE

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AutoCAD SHX Text FILE NAME: MC-5198_SHEET_02_G02.dwg DESIGN BY: TL

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NOT TO SCALE

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WILLOW ST

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25TH ST

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BURNETT ST

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23RD ST

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HILL ST

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21ST ST

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20TH ST

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PROJECT LOCATION

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COVER SHEET

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LOCATION MAP, SHEET INDEX, AND SYMBOLS

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GENERAL NOTES, LEGEND, AND SURVEY NOTES

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ABBREVIATIONS, AND PUBLIC AGENCIES

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PLAN AND PROFILE - CL STA 16+00 N TO CL STA 24+00 N

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PLAN AND PROFILE - CL STA 24+00 N TO CL STA 31+00 N

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PLAN AND PROFILE - CL STA 31+00 N TO CL STA 37+00 N

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PLAN AND PROFILE - CL STA 9+28 E TO CL STA 17+00 E

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PLAN AND PROFILE - CL STA 17+00 E TO CL STA 22+52 E

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PLAN AND PROFILE - CL STA 49+19 N TO CL STA 56+08.50 N

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PLAN AND PROFILE - CL STA 37+00 N TO CL STA 42+40 N

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PLAN AND PROFILE - CL STA 6+70 E TO CL STA 9+00 E

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PLAN - CL STA 16+00 N TO CL STA 31+00 N

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PLAN AND PROFILE - CL STA 43+62 N TO CL STA 46+00 N

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PLAN AND PROFILE - CL STA 9+77 N TO CL STA 16+00 N

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PLAN - CL STA 31+00 N TO CL STA 43+11 N

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PLAN - CL STA 29+00 N TO CL STA 41+41 N

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PIPE CONNECTION DETAILS SHEET 1 OF 3

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PACIFIC AVE

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PACIFIC AVE

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PACIFIC AVE

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PACIFIC AVE

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COLLEGE MEDICAL

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CENTER

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WRIGLEY MARKET

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PLACE

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VETERANS

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PARKS

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ROBINSON

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ACADEMY

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WILLOW ST

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25TH ST

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23RD ST

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HILL ST

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21ST ST

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20TH ST

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WILLARD ST

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EAGLE ST

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LONG BEACH BLVD

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DEL MAR AVE

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27TH ST

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28TH ST

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27TH ST

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28TH ST

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SPRING ST

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SPRING ST

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CEDAR AVE

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CEDAR AVE

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CEDAR AVE

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PINE AVE

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PINE AVE

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SHEET 5

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SHEET 6

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SHEET 13

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SHEET 12

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SHEET 11

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SHEET 14

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SHEET 10

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SHEET 9

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SHEET 15

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SHEET 17

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PINE AVE

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PIPE CONNECTION DETAILS SHEET 2 OF 3

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PIPE CONNECTION DETAILS SHEET 3 OF 3

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SERVICE CONNECTIONS SITE PLAN SHEET 1 OF 5

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SERVICE CONNECTIONS SITE PLAN SHEET 2 OF 5

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SERVICE CONNECTIONS SITE PLAN SHEET 4 OF 5

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SERVICE CONNECTIONS SITE PLAN SHEET 5 OF 5

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PRIVATE SERVICE CONNECTION DETAILS

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29TH ST

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SHEET 16

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PHASE 1

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PHASE 1

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PHASE 2

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SECTIONS SPRING STREET CL STA 17+59 E

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PINE AVE COLLEGE MEDICAL CENTER HIGH LINE DETAILS

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MILESTONE 1

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PHASE 2

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PHASE 1 -

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1111 Corporate Center Dr Suite 303 Monterey Park, CA 91754

FAMIS PROJECT:

MUNIS PROJECT:

WAPM-ZT

6002050017

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

GENERAL

1. THE CENTERLINE AND PROPERTY LINES SHOWN HEREON WERE ESTABLISHED FROM

SURVEY NOTES

CITY AND COUNTY RECORD SURVEY DATA.

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, 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), THE CITY OF LONG BEACH UTILITIES 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.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT

DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS

IMMEDIATELY TO THE 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 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 THE ENGINEER AND

LBUD. ENGINEER AND 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, 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 REGISTERED CIVIL ENGINEER IN THE

STATE OF CALIFORNIA HAS 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. ALL PIPE SHALL BE FIELD HYDROSTATIC TESTED TO 150 PSI

IN ACCORDANCE WITH THE SPECIFICATIONS.

13. NO WATER SERVICES CONNECTIONS ON THE MAINLINE SHALL

BE INSTALLED WITHIN 2 FEET OF A COUPLING OR JOINT.

14. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER

SERVICES SHALL BE 3 FEET UNLESS OTHERWISE NOTED ON

THE PLANS.

15. DUCTILE IRON PIPE AND FITTING SHALL BE CLASS 52 AND

ENCASED WITH POLYETHYLENE WRAP. ALL FITTINGS SHALL BE

FULLY RESTRAINED UNLESS OTHERWISE NOTED.

16. PROPOSED WATER MAINS SHALL HAVE A MINIMUM COVER OF

45 INCHES UNLESS OTHERWISE SHOWN ON THE PLANS.

17. 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

ENCASED WITH POLYETHYLENE.

18. BURIED JOINING HARDWARE USED FOR FLANGED

CONNECTIONS AND FLEX/TRANSITION COUPLINGS SHALL BE

TYPE 316 STAINLESS STEEL.

19. RESTRAINED JOINT FITTINGS 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. (THRUST

BLOCKS USE 2,000 PSF SOIL BEARING VALUE PER WDS-107).

20. BURIED VALVES SHALL BE INSTALLED PER DETAIL WDS-119.

21. HYDROSTATIC AND BAC-T TEST SHALL BE COMPLETE AND

ACCEPTABLE PRIOR TO CONSTRUCTING SYSTEM

CONNECTIONS.

22.

23. REPLACE OR RECONNECT WATER SERVICES AS SHOWN ON

THE PLANS.

24. 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 FOR LIST OF VALVES.

CONTRACTOR SHALL FOLLOW WDS-127 VALVE ABANDONMENT.

CONTRACTOR SHALL DELIVER TO LBUD MAINTENANCE YARD

SALVAGED VALVE BOX PARTS.

25. 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.

26. STREET CENTERLINE AND SURVEY MONUMENTS THAT MUST

BE REMOVED FOR CONSTRUCTION SHALL BE REPLACED BY A

CALIFORNIA LICENSED LAND SURVEYOR, OR PROTECTED IN

PLACE.

27. BACKFILL TRENCH ZONE WITH NATIVE EARTH BACKFILL OR

IMPORTED BACKFILL PER TRENCHING, BACKFILLING, AND

COMPACTING SPECIFICATION. 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.

28. THE CONTRACTOR SHALL NOTIFY LONG BEACH UTILITIES

DEPARTMENT AND LONG BEACH FIRE DEPARTMENT PRIOR

TO ANY SHUT DOWN OF THE EXISTING WATER MAIN THAT

WILL RESULT IN FIRE WATER SERVICE AND/ OR WATER

SERVICE BEING INTERRUPTED. IF REQUIRED BY THE CITY,

THE CONTRACTOR SHALL PROVIDE A DEDICATED FIRE

WATCH FOR EACH BUILDING THAT IS AFFECTED. THE

CONTRACTOR SHALL CALL 562-570-2563 OR

562-570-2560 WHEN ISSUING A FIRE WATCH.

29. 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 AND 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.

30. 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.

31. 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.

32. OPERATION OF ALL VALVES ON THE PUBLIC WATER LINES

SHALL BE PERFORMED BY LONG BEACH UTILITIES

DEPARTMENT UNLESS OTHERWISE SHOWN. COORDINATE

ALL VALVE OPERATIONS WITH LBUD AS REQUIRED.

33. ALL CONCRETE PAVING, INCLUDING SIDEWALKS, CURBS AND

GUTTERS REQUIRING REMOVAL, SHALL BE SAWCUT AND

REPLACED IN KIND TO THE NEAREST CONSTRUCTION JOINT.

34. 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

35. 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.

36. REQUIREMENTS FOR WATER METERS AND WATER SERVICE

LATERALS SHALL BE PER STANDARDS AND ARE OTHERWISE

SHOWN ON PLAN SHEETS 21 TO 26.

37. ALL FITTINGS SHALL HAVE MECHANICAL JOINT OR FLANGES

PLANS, UNLESS OTHERWISE SHOWN ON THE PLANS.

38. TRAFFIC LOOPS HAVE BEEN SHOWN ON THE PLANS BASED

ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S

BID SHALL ASSUME ALL EFFECTED TRAFFIC LOOPS AND

ASSOCIATED CONDUIT (SHOWN OR NOT SHOWN ON THE

PLANS MUST BE REPLACED AS PART OF THE PROJECT.

39. JETTING SHALL NOT BE ALLOWED UNDER ANY

CIRCUMSTANCES.

40. THE CONTRACTOR SHALL COMPLETE THE VALVE TABLES

SHOWN ON PLAN SHEETS AS PART

OF THE FIELD MARKED UP AS-BUILT PLANS.

41. THE LOCATION OF ALL HYDRANTS ARE SUBJECT TO THE

APPROVAL OF THE LONG BEACH FIRE DEPARTMENT.

42. CENTERLINES AND RIGHT-OF-WAY LINES SHOWN ARE BASED

ON LOS ANGELES COUNTY ASSESSORS MAPS AND

INFORMATION PROVIDED BY LONG BEACH UTILITIES

DEPARTMENT.

43. FINAL LOCATION OF METERS AND SERVICES TO BE

DETERMINED DURING CONSTRUCTION BY LBUD REPRESENTATIVE.

44. THE CONTRACTOR SHALL PROVIDE POTABLE WATER TO

SERVICES PER SPECIFICATIONS AND/OR WHENEVER AN

INTERRUPTION LASTS LONGER THAN FOUR (4) HOURS.

45. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE

TRAFFIC LANE IN EACH DIRECTION DURING CONSTRUCTION.

CONTACT LONG BEACH TRANSIT AT (562) 599-8570 PRIOR TO

46. THE CONTRACTOR SHALL SHUT OFF EXISTING CORPORATION

STOP, CUT AND CAP EXISTING SERVICE AT WATER MAIN TAP,

CUT AND CAP EXISTING SERVICE AT METER.

TRUCK ACCESS ON ALL PICKUP DAYS.

GENERAL NOTES, LEGEND

AND SURVEY NOTES

CLOSING ANY BUS STOPS PER SPECIFICATION 01 55 26.

BENCHMARK

BASIS OF BEARING

1. THE BASIS OF BEARING IS THE STREET CENTERLINE.

2. ALL VALUES ARE IN US SURVEY FEET.

BM# ELEVATION LOCATION

355 44.952' NE COR LONG BEACH BLVD @ SPRING STREET

3. VERTICAL BASIS IS ON CLB-BM 355 AND 759.

4. HORIZONTAL BASIS IS ON CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83 ZONE 5.

GENERAL NOTES

STREET PAVING SHALL BE RESTORED PER DETAIL LBUD WDS-406

AND LONG BEACH STANDARD PLAN 127.

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

759 12.574' PACIFIC AVENUE @ 21ST STREET

ENDS, AND BE INSTALLED PER STANDARDS DRAWINGS AND

47. AT THE COMPLETION OF CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL RESTORE THE SITE TO ITS ORIGINAL

PRE-CONSTRUCTION CONDITION, OR BETTER AS DIRECTED

BY THE PLANS AND SPECIFICATIONS. PERMANENT

IMPROVEMENTS AND SITE RESTORATION, SUCH AS THE

REPLACEMENT OF DAMAGED OR REMOVED IRRIGATION

LINES, VALVES, CONTROLLERS, AND TURF REPLACEMENT,

SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY OF

LONG BEACH PARKS DEPARTMENT.

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DIRECTOR OF WATER/SEWER ENGINEERING

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MANAGER OF ENGINEERING

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APPROVED

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RECOMMENDED

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DEPARTMENT

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DATE

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APP'D.

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CK'D.

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CITY ENG.

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VERIZON

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EDISON CO.

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LB ENERGY

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FIRE

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INPUT BY

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AS-BUILT BY

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POSTED GIS

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CONSTRUCTED BY

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GIS TILE

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SPEC. NO

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SECTION MAP

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SERVICE ATLAS PAGE

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GATE VALVES REC.

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SCALE

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CONTRACT NO.

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CHECKED BY

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DATE

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DATE

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CORRECTED BY

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DATE

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DATE

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DATE

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DATE

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DATE

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AutoCAD SHX Text G15-G19, H15-H21

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DESCRIPTION

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DATE

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REV.

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DRAWING-FILE NUMBER:

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DATE

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DATE

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CDR

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AUG/26

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AUG/26

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SHEET OF 28 SHEETS

AutoCAD SHX Text C 61087

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EXP._______

AutoCAD SHX Text 12/31/2026

AutoCAD SHX Text FILE NAME: MC-5198_SHEET_03_G03.dwg DESIGN BY: TL

AutoCAD SHX Text 6"O

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AutoCAD SHX Text 3-4"E

AutoCAD SHX Text 4"G

AutoCAD SHX Text 2-3"T

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12"SS

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12"WW

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12"SD

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6"W (AB)

wadepew Text Box 8-10-2026 wadepew Text Box 8-10-2026 wadepew Image

Suite 303 Monterey Park, CA 91754

FAMIS PROJECT:

MUNIS PROJECT:

WAPM-ZT

6002050017

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

ABBREVIATIONS

GENERAL

LONG RADIUS

POWER

VERT

FIRE HYDRANT FH

LAT

HIGHPOINT

HYD HYDRANT

LATERAL

SCH

SHT

SCE

R/W OR ROW

VCP

TYP

STA

STD

STL

HORIZONTAL

GALV

IRR

LBUD

MIN

NTS

NAP

HMW/PE HIGH MOLECULAR WEIGHT

POLYETHYLENE

HORIZ

INSUL INSULATION

GRADE BREAK

HWY

MW MONITORING WELL

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

TOP

SSPWC

PVC

REQ'D

RCP

PVMT

RCB

TEL

POLYVINYL CHLORIDE

POINT OF REVERSE CURVE

PAVEMENT

RESTRAINED JOINT

POINT

POWER POLE

RSGV

PVI

SIG/SL

CONC

BFV

CI CML

CML&C

BOP

APPROX

AIR-VAC

AWG

BEGIN CURVE

BLIND FLANGE

BEGIN VERTICAL CURVE

APPROXIMATE

AIR RELEASE & VACUUM RELIEF VALVE

BLOW-OFF ASSEMBLY

BUTTERFLY VALVE

COND

C&G

DET

FLG

ASSY

BFP

ACP

ASPHALT CONCRETE OR ASBESTOS CEMENT

AGGREGATE BASE AB

ABANDONED

FG FINISHED GRADE

PLASTIC LINE

POINT OF INTERSECTION

FINISHED FLOOR FF

ABN OR ABD

DIP

DIA

E OR ELEC

BVC

DWG

EVC

ESMNT

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

NIC

PCC

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

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

ABBREVIATIONS

AND PUBLIC AGENCIES

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

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 ENERGY RESOURCES (562) 570-2000

333 W. OCEAN BLVD.

PUBLIC WORKS-ENGINEERING

LONG BEACH, CA 90802

MARS HABAL

(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

GIS ANALYST

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

CONSTRUCTION NOTES

AutoCAD SHX Text

DIRECTOR OF WATER/SEWER ENGINEERING

AutoCAD SHX Text

MANAGER OF ENGINEERING

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APPROVED

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RECOMMENDED

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DEPARTMENT

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DATE

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APP'D.

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CK'D.

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CITY ENG.

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VERIZON

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EDISON CO.

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LB ENERGY

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FIRE

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INPUT BY

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AS-BUILT BY

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POSTED GIS

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CONSTRUCTED BY

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GIS TILE

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SPEC. NO

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SECTION MAP

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SERVICE ATLAS PAGE

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GATE VALVES REC.

AutoCAD SHX Text 1"= 40'

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SCALE

AutoCAD SHX Text G15-G19, H15-H21

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CONTRACT NO.

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CHECKED BY

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DATE

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DATE

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CORRECTED BY

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DATE

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DATE

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DATE

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DATE

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DATE

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AutoCAD SHX Text G15-G19, H15-H21

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DESCRIPTION

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DATE

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REV.

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DRAWING-FILE NUMBER:

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DATE

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DATE

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CDR

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AUG/26

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AUG/26

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SHEET OF 28 SHEETS

AutoCAD SHX Text C 61087

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EXP._______

AutoCAD SHX Text 12/31/2026

AutoCAD SHX Text FILE NAME: MC-5198_SHEET_04_G04.dwg DESIGN BY: TL

AutoCAD SHX Text

INSTALL "MAIN SIZE" BOLTED TRANSITION COUPLING

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REMOVE INTERFERING PORTION OF EXISTING CI PIPE AND

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(HYDRANT VALVE I.D. # SHOWN PER PLAN)

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INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL WDS-102

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GATE DISTRIBUTION NUMBER (VALVE I.D. # SHOWN PER

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INSTALL "MAIN SIZE" X 6" DI REDUCING TEE WITH THRUST

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INSTALL CONCRETE PLUG

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PLAN) SALVAGE CI SLEEVE & LID. PER DETAIL WDS-127.

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BLOCK PER DETAIL WDS-107.

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INSTALL "MAIN SIZE" - 45%%D S.R. DI FITTING WITH THRUST

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INSTALL "MAIN SIZE" - 90%%D S.R. DI FITTING WITH THRUST

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BLOCK PER DETAIL WDS-107.

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BLOCK PER DETAIL WDS-107.

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REMOVE INTERFERING PORTION OF EXISTING A.C. PIPE AND

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INSTALL CONCRETE PLUG

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SALVAGE HYDRANT BARREL, RETURN TO LBUD OPERATIONS

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ABANDON EXISTING FIRE HYDRANT LATERAL IN PLACE AND

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SERVICE CENTER.

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INSTALL "MAIN SIZE" FLANGED GATE VALVE WITH ANCHOR

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BLOCK & BOX TO GRADE PER DETAIL WDS-119 (VALVE I.D.

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CONSTRUCT 6" DIP PER TRENCH DETAIL WDS-406.

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ABANDON EXISTING VALVES IN PLACE AS IDENTIFIED BY

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# SHOWN PER PLAN).

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ABANDON 12" CIP IN PLACE, PLUG ENDS WITH 6" OF

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CONCRETE (JOB #XXX).

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CONSTRUCT 8" DIP PER TRENCH DETAIL WDS-406.

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CONSTRUCT 12" DIP PER TRENCH DETAIL WDS-406.

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INSTALL "MAIN SIZE" X 8" DI REDUCING TEE WITH THRUST

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BLOCK PER DETAIL WDS-107.

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INSTALL "MAIN SIZE" BOLTED COUPLING

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REMOVE INTERFERING PORTION OF EXISTING DI PIPE AND

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INSTALL CONCRETE PLUG.

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INSTALL "MAIN SIZE" - 22.5%%D S.R. DI FITTING WITH THRUST

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BLOCK PER LBWD DETAIL WDS-107.

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PROTECT EXISTING VALVE IN PLACE

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INSTALL "MAIN SIZE" D.I. TEE WITH THRUST BLOCK PER LBUD DETAIL

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TAKE PHOTOGRAPHS OF THRUST RESTRAINTS PRIOR AND POST

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TIE-IN. SUBMIT PHOTOGRAPHS WITH REDLINES.

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OBTAIN NATIVE SOIL SAMPLES EVERY 500'

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FROM PIPE ZONE. (USE PROPER

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PROCEDURES FOR HANDLING CONTAMINATED

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SOIL). SUBMIT SAMPLES TO LBUD

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ABANDON 4" CI PIPE IN PLACE, PLUG ENDS WITH 6" OF

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CONCRETE (JOB #XXX)

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WDS-107.

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REPLACE SERVICE TO METER PER DETAIL

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INSTALL "MAIN SIZE" X 6" D.I. REDUCING TEE WITH THRUST BLOCK

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PER LBUD DETAIL WDS-107.

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ABANDON 6" ACP PIPE IN PLACE, PLUG ENDS WITH 6" OF

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CONCRETE (JOB #XXX)

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INTALL "MAIN SIZE" X 6" DI REDUCER WITH TRUST BLOCK PER LBUD

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DETAIL WDS-107.

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INSTALL "MAIN SIZE" D.I. CROSS WITH THRUST BLOCK PER LBUD

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DETAIL WDS-107.

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REMOVE EXISTING VALVE IN PLACE AS IDENTIFIED BY GATE DISTRICT

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NUMBER (VALVE I.D. # SHOWN PER PLAN) SALVAGE CI SLEEVE & LID

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PER DETAIL WDS-127

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AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text R

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INSTALL "MAIN SIZE" BLOW OFF ASSEMBLY PER DETAIL WDS-113.1

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INSTALL "MAIN SIZE" X 4" D.I. REDUCING TEE WITH THRUST BLOCK

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PER LBUD DETAIL WDS-107.

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INSTALL "MAIN SIZE" INSERTION VALVE WITH ANCHOR BLOCK

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& BOX TO GRADE PER DETAIL WDS-119 (VALVE I.D.

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# SHOWN PER PLAN).

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WDS-003.

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ENGINEERING.

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INSTALL NEW SERVICE PER DETAIL WDS-001.

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DETAIL WDS-112(VALVE I.D. # SHOWN PER PLAN).

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INSTALL "MAIN SIZE" X 2" DEAD END MAIN BLOW OFF ASSEMBLY PER

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INSTALL "MAIN SIZE" - 11.25%%D S.R. DI FITTING WITH THRUST

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BLOCK PER LBWD DETAIL WDS-107.

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INTALL "MAIN SIZE" X 8" DI REDUCER WITH TRUST BLOCK PER LBUD

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DETAIL WDS-107.

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INTALL "MAIN SIZE" X 12" DI REDUCER WITH TRUST BLOCK PER LBUD

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DETAIL WDS-107.

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INSTALL "MAIN SIZE" AIR/VAC ASSEMBLY PER DETAIL WDS-212

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INSTALL PRESSURE CAP

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ABANDON 6" CI PIPE IN PLACE, PLUG ENDS WITH 6" OF

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CONCRETE (JOB #XXX)

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CUT & PLUG EXISTING MAIN AND INSTALL THRUST BLOCK PER WDS-121.

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CONNECTING PIECE WITH THRUST BLOCK & BOXED TO GRADE PER DETAIL WDS 119.

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INSTALL "MAIN SIZE" X 8" TAPPING SLEEVE, 8" FLG. GATE & 8" FLG. X PO

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FURNISH AND INSTALL 1-INCH COPPER WATER SERVICE LINE FROM NEW METER

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TO EXISTING PRIVATE CONNECTION POINT PER DETAILS ON SHEET 26.

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CUT AND PLUG EXISTING SERVICE LINE PER DETAIL 1 ON SHEET 26. PROVIDE SURFACE

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REPAIR IN KIND.

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SITE ACCESS NOT ATTAINABLE DURING DESIGN. CONTRACTOR SHALL GAIN ACCESS AND

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PRIOR TO COMPLETING WORK.

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SPECIALIZED HARDSCAPE. CONTRACTOR TO FIELD VERIFY AND INCLUDE ALL

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VERIFY CONNECTION POINT. CONTRACTOR TO DISCUSS ANY VARIATION WITH ENGINEER

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RESTORATION COSTS IN BID PRICE.

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SITE ACCESS NOT ATTAINABLE DURING DESIGN. ADDITIONALLY, NO SPACE HAS

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BEEN OBSERVED FOR INSTALLATION OF 1-INCH COPPER WATER SERVICE LINE

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CONTRACTOR SHALL GAIN ACCESS AND VERIFY THE ROUTING AND CONNECTION

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POINT. INCLUDE ALL COSTS IN BID PRICE.

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PROTECT EXISTING MANHOLE IN PLACE

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CONTRACTOR TO INSTALL AND MAINTAIN HIGHLINE TO PROVIDE

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SERVICE DURING INSTALLATION OF NEW MAIN PER SPECIFICATIONS.

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REMOVE EXISTING FIRE HYDRANT PER DETAIL 3 ON SHEET 27, AND

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INSTALL BLOW-OFF ASSEMBLY PER DETAIL 4 ON SHEET 27.

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INSTALL "MAIN SIZE" BLOW OFF ASSEMBLY PER DETAIL WDS-113.

AutoCAD SHX Text wadepew Text Box 8-10-2026 wadepew Text Box 8-10-2026 wadepew Image

Suite 303 Monterey Park, CA 91754

DRAWING / FILE NUMBER:

FAMIS PROJECT:

MUNIS PROJECT:

WAPM-ZT

6002050017

B. ANATOLE FALAGÁN

GENERAL MANAGER

LONG BEACH PUBLIC

UTILITIES DEPARTMENT

SPRING ST

CIVIL

PLAN AND PROFILE

CL STA 9+28 E TO CL STA 17+00 E

10+00 11+00 12+00 13+00 14+00 15+00 16+00

VALVE INFORMATION TABLE

N (F

G21 G20

PACIFIC AVE

DEL MAR AVE

PACIFIC AVE

DEL MAR AVE

17+00

ALLEY

C H

G S

- S

S T

C H

9+00

G21 H21

G20 H20

CONSTRUCTION NOTES

H21 H20

N (F

SECTION @ STA 16+46 E

SPRING STREET

NOTES TO CONTRACTOR:

1. CONTRACTOR TO COMPLETE ALL SERVICE

RECONNECTIONS TO NEW MAIN AND BE

COMPLETELY READY FOR THE ABANDONMENT

OF THE EXISTING MAIN PRIOR TO COMPLETING

STRUCTURAL LINING AND AS OUTLINED IN

SPECIFICATIONS.

2. INSTALL THE TEMPORARY BLOW-OFF ASSEMBLY

AT STA. 11+80 UPON COMPLETION OF PHASE 1

INTERIM MILESTONE 1, AND REMOVE IT DURING

THE PHASE 2 TIE-IN WORK.

3. REMOVE AND REPLACE INTERFERING PORTIONS

OF EXISTING SIDEWALK CROSS GUTTER CURB

AND, GUTTER TO NEAREST JOINT PER GENERAL

NOTE #33 AND LBUD SPECIFICATIONS.

PHASE 2

PHASE 1 -

MILESTONE 1

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SMH

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SMH

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SMH

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8" AC 108093 T-292' E 3" M-14' S

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2" CL 74444 2" MR-100' E PARK DEPT.

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4" CI 78841 3" M-14' N

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1.5" CL 96851 1.5" M-42' E

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0.75" CL 15983 0.75" M-44' E

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SMH

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SMH

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SDMH

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SMH

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SMH

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SDMH

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SDMH

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SDMH

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SDMH

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4" DUCT BANK

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SMH

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SMH

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SMH

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8" AC 108093 T-292' E 3" M-14' S

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2" CL 74444 2" MR-100' E PARK DEPT.

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4" CI 78841 3" M-14' N

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1.5" CL 96851 1.5" M-42' E

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0.75" CL 15983 0.75" M-44' E

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SMH

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SMH

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SDMH

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SMH

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SMH

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SDMH

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SDMH

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SDMH

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SDMH

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4" DUCT BANK

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12" CI W

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20" CI W

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8" SS

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8" SS

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6" CI W

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8" SS

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8" SS

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30' RCP SD

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30"RCP SD

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AutoCAD SHX Text 8" O

AutoCAD SHX Text 10" O

AutoCAD SHX Text 5" O

AutoCAD SHX Text 3" O

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3" AB O

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10" VCP SS

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10" SS

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75" RCP SD

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8" VCP SS

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24"RCP SD

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30"RCP SD

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36"RCP SD

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36"RCP SD

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AutoCAD SHX Text 6" G

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AB O

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12" NRCP

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42" RCP SD

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8" SS

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4" CI W

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%%UPROFILE SCALE

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AutoCAD SHX Text HORZ: 1 in = 40 ft

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DIRECTOR OF WATER/SEWER ENGINEERING

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MANAGER OF ENGINEERING

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APPROVED

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RECOMMENDED

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DEPARTMENT

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DATE

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APP'D.

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CK'D.

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CITY ENG.

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VERIZON

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EDISON CO.

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LB ENERGY

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FIRE

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INPUT BY

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AS-BUILT BY

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POSTED GIS

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CONSTRUCTED BY

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GIS TILE

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SPEC. NO

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SECTION MAP

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SERVICE ATLAS PAGE

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GATE VALVES REC.

AutoCAD SHX Text 1"= 40'

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SCALE

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CONTRACT NO.

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CHECKED BY

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DATE

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DATE

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CORRECTED BY

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DATE

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DATE

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DATE

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DATE

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DATE

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AutoCAD SHX Text G15-G19, H15-H21

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DESCRIPTION

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DATE

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REV.

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DATE

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DATE

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CDR

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AUG/26

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AUG/26

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WD-56-22

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SHEET OF 28 SHEETS

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AutoCAD SHX Text FILE NAME: MC-5198_SHEET_05_C01.dwg DESIGN BY: TL

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DIST. FROM

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PROP. LINE

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DRAWING/FILE NO.

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EAST - WEST STREET

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DIST. FROM

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CURB

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DIST. FROM

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CURB

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DIST. FROM

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PROP. LINE

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(IN.)

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SIZE

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(MFG.)

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MAKE

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STEM

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DEPTH

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TURNS

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NO. OF

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PIPE

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COVER

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NORTH - SOUTH STREET

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REMARKS

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GIS STRUCTURE

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GIS STRUCTURE

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ABANDONED VALVE

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AutoCAD SHX Text 1" = 40'

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6" VALVE

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STA. 10+65.00 E

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CONSTRUCT 8" DIP

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H20-WVA-270 FH

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EXISTING 20" CIP

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12' E/CL (MC-1788)

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CURB

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CURB

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CURB

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CURB

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CURB

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CURB

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STA. 9+45.00 N

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CONNECT TO EXISTING

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6" CI WATER MAIN

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(MC-0597)

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EXISTING VALVE

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EXISTING VALVE

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H20-WVA-022

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EXISTING B.O. VALVE

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H21-WBO-011

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EXISTING VALVE

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H21-WVA-077

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EXISTING VALVE

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H20-WVA-025

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BLUE LINE METRO

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RAIL ROAD

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BLUE LINE METRO

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RAIL ROAD

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12" VALVE

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STA. 10+60.00 E

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H21-WVA-121

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STA. 13+86.85 E

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STA. 14+07.00 E

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HORIZ. ANGLE PT.

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STA. 14+13.00 E

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HORIZ. ANGLE PT.

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CONSTRUCT 12" DIP

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12' S/CL

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HORIZ. ANGLE PT.

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12" VALVE

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STA. 16+52.00 E

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H20-WVA-274

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STA. 10+56.00 E

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CUT AND PLUG EXISTING 12"

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WATER MAIN

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H20-WVA-273 FH

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6" VALVE

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CL INTERSECTION

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STA. 10+00.00 N

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6' S/CL (MC-1730)

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EXISTING 12" DIP

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STRUCTURAL LINING

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EXISTING VALVE

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H20-WVA-026

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EXISTING VALVE

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G20-WVA-024

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EX GRADE AT CL OF PIPE

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PROTECT EXISTING VALVE IN PLACE

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TAKE PHOTOGRAPHS OF THRUST RESTRAINTS PRIOR AND

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POST TIE-IN. SUBMIT PHOTOGRAPHS WITH REDLINES.

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OBTAIN NATIVE SOIL SAMPLES EVERY 500 FT FROM PIPE

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ZONE. (USE PROPER PROCEDURES FOR HANDLING

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CONTAMINATED SOIL). SUBMIT SAMPLES TO LBUD

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ENGINEERING.

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INSTALL "MAIN SIZE" BOLTED TRANSITION COUPLING

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REMOVE INTERFERING PORTION OF EXISTING CI PIPE AND

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(HYDRANT VALVE I.D. # SHOWN PER PLAN)

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INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL WDS-102

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GATE DISTRIBUTION NUMBER (VALVE I.D. # SHOWN PER

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INSTALL "MAIN SIZE" X 6" DI REDUCING TEE WITH THRUST

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INSTALL CONCRETE PLUG

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PLAN) SALVAGE CI SLEEVE & LID. PER DETAIL WDS-127.

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BLOCK PER DETAIL WDS-107.

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INSTALL "MAIN SIZE" - 45%%D S.R. DI FITTING WITH THRUST

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INSTALL "MAIN SIZE" - 90%%D S.R. DI FITTING WITH THRUST

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BLOCK PER DETAIL WDS-107.

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BLOCK PER DETAIL WDS-107.

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8" DIA SS

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HORZ. ANGLE PT.

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CL INTERSECTION

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STA. 10+00.00 E

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STA. 10+00.00 N

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REMOVE INTERFERING PORTION OF EXISTING A.C. PIPE AND

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INSTALL CONCRETE PLUG

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EXISTING 12" ACP

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8' S/CL (MC-4381)

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12" DIA OIL

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6" ABDN OIL

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4" DIA GAS

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CL PACIFIC AVENUE

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CL ALLEY

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4" GAS

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10" DIA SS

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12" DIA SD

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OIL ABDN.

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30" DIA SD

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75" DIA SD

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10" DIA OIL

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10" DIA OIL

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SL COND

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45" MIN

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EXISTING 12" AC WATER

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STA 10+50.00

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CL ELEV = 13.8

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(FIELD VERIFY)

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STA 10+54.00

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HORIZ.ANGLE PT.

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STA 10+60.00

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12" GATE VALVE

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STA 10+65.00

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TEE (FIRE HYDRANT)

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STA 14+49.00

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CL ELEV = 16.62

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STA 14+13.00

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HORIZ.ANGLE PT.

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STA 14+07.00

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HORIZ.ANGLE PT.

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STA 14+00.70

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12" GATE VALVE

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VPI STA 16+94.28

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CL ELEV = 14.81

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STA 16+46.00

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(2) 90%%D FITTINGS

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STA 16+52.00

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12" GATE VALVE

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RAIL ROAD R/W

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RAIL ROAD R/W

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BEGINNING OF RAIL TRACK

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END OF RAIL TRACK

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56' LF DIP

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LOCATION OF ACCESS PIT

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LOCATION OF ACCESS PIT

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REPLACE SERVICE TO METER PER DETAIL WDS-003.

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CL DEL MAR AVENUE

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H20-WVA-262

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STA. 9+65.00 N

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6" VALVE

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H20-WVA-272

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EXISTING 12" CIP

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STA. 13+99.00 E

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STA. 16+46.00 E

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HORIZ. ANGLE PT.

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H21-WVA-121

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H20-WVA-270

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H20-WVA-271

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H20-WVA-272

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H20-WVA-273

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H20-WVA-274

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PACIFIC AVENUE

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PACIFIC AVENUE

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ALLEY

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ALLEY

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ALLEY

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DEL MAR AVENUE

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SPRING STREET

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SPRING STREET

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SPRING STREET

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SPRING STREET

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SPRING STREET

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SPRING STREET

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MC-5198

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MC-5198 FH

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MC-5198 FL

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MC-5198

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MC-5198 FH

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MC-5198

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STA. 16+03.00 E

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14'X16' ACCESS PIT

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H…

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File details come from the government source that posted it. Updated Aug 14, 2026.