Downey City Council
March 24, 2026

Item No. 3.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: OFFICE OF THE CITY MANAGER
BY: MATTHEW BAUMGARDNER, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE: MARCH 24, 2026

APPROVAL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION TO SOLICIT FOR

CONSTRUCTION BIDS FOR THE BELLFLOWER BOULEVARD WATER SYSTEM SUBJECT: IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 18-10, AND FINDING

THE PROJECT EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15282(K)

EXECUTIVE SUMMARY
The City Council will consider approving plans and specifications, and authorizing the solicitation of construction bids for the Bellflower Boulevard Water System Improvements, CIP No. 18-10. The proposed water improvements, which would occur on Bellflower Boulevard from Foster Road to Lakewood Boulevard and along Priscilla Street east of Bellflower Boulevard, are necessary to ensure reliable water service in the area and are recommended to be completed prior to upcoming pavement rehabilitation along this street.

RECOMMENDATION
That the City Council:

Approve the plans and specifications, and authorize the solicitation of construction bids for the Bellflower Boulevard Water System Improvements, CIP No. 18-10 and further finding that the project is exempt from the requirements contained in CEQA under Section 15282(k).
1=U[41 2 cel;lei-I I
The water system infrastructure along Bellflower Boulevard from Foster Road to Lakewood Boulevard and along Priscilla Street east of Bellflower Boulevard is in need of improvements to ensure reliable water service for domestic usage and fire protection purposes. The proposed water improvements are to be completed in advance of upcoming pavement rehabilitation in order to eliminate impacts to newly installed pavement in the future. The project limits are shown on the project location map included as Attachment A.

ANALYSIS
The plans (Attachment B) and specifications are complete and the project is now ready for solicitation of construction bids. A copy of the project specifications is available for review in the Public Works Department.

The proposed water improvements include: the installation of 1,836 feet of new 8-inch water main and 416 feet of new 12-inch water main along Bellflower Boulevard; installation of valves, fittings, and appurtenances; replacement of existing fire hydrants; installation of additional fire hydrants to enhance fire water protection in the area; installation of new copper water service lines; and replacement of old water meters with new remote -read advanced water meters along the entire project limits to help improve water meter reading efficiencies.

Staff recommends that the City Council approve the project plans and specifications and authorize solicitation for bids. Construction is tentatively scheduled to begin in May 2026 and be completed by November 2026.

This project is statutorily exempt from the provisions of CEQA under Section 15282(k).

CITY COUNCIL PRIORITIES
Quality of Life, Safety and Infrastructure

FISCAL IMPACT
Approval of the recommended actions will result in an expenditure of approximately $3,000,000, from budgeted Water Fund Capital Improvement Program (CIP) funds to cover the Total Estimated Project Cost (break down listed in table below). Depending on actual bids received, a detailed project cost summary will be provided at the time of award of the construction contract for this project.

Description
Amount
Design
$163,849
Construction Contract and Contingencies
$2,776,151
City -Furnished Materials
$20,000
Materials Testing and Contract Administration
$40,000
Total Estimated Project Cost:
$3,000,000
There is sufficient fund balance for the recommended actions. The budgeted CIP funds for this project are Water Fund CIP Account No. 51-1-8680 as provided in the table below, including transfers of $500,000 and $250,000 from Water Fund CIP Account No. 51-1-8689, Destruction of Well Nos. 1, 13, 20, and 27A, and Account No. 51-1- 8695, Florence Avenue Water System Improvements.

Account
Funding Source
Amount
No.
51-1-
FY 2025-26 Bellflower Boulevard
$2,250,000
8680
Water System Improvements CIP
51-1-
Transfer from CIP Account No. 51-
$500,000
8680
1-8689
51-1-
Transfer from CIP Account No. 51-
$250,000
8680
1-8695
Total Project Funding:
$3,000,000

Attachments
Attachment B: Bellflower BlvdMater System Imp ovements Construction Plans

J
Project Location
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DEPARTMENTOF PUBLIC WORKS UTILITIESDIVISION

PROJECT LOCATION MAP
PROJECT: LLBOULEVARD WATER SYSTEM IMPROVEMENTS
IT e FOSTER ROAD TO LAKEWOODL

ATTACHMENT A

SHEET NO. DESCRIPTION
1 TITLE SHEET, VICINITY MAP, AND CONSTRUCTION NOTES
2 GENERAL NOTES AND MATERIAL SPECIFICATIONS
3-12 WATER SYSTEM PLAN & PROFILE
13-14 POTABLE WATER RECONNECTION DETAILS
15 FIRE SERVICE RECONNECTION DETAILS
16 WATER SYSTEM DETAILS
17 RECYCLED WATER SYSTEM DETAILS

BASIS OF BEARINGS

THE BASIS OF BEARINGS IS SHOWN LOCALLY HEREON BY THE LINE BETWEEN FOUND MONUMENTS DESIGNATED AS 2000 AND 2130 AND HAVING A BEARING OF NORTH 00° 04' 29" WEST.

DATUM STATEMENT

THE POSITIONS AND BEARINGS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (2011.0 EPOCH) ZONE 5, CALIFORNIA COORDINATE

SYSTEM AS DERIVED FROM THE CALIFORNIA SPATIAL REFERENCE CENTER'S

CONTINUOUS GPS (CGPS) GEODETIC CONTROL NETWORK STATIONS BGIS, BKMS, AND HOLP.

ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. TO CONVERT TO GROUND

DISTANCES, MULTIPLY THE GRID DISTANCE BY THE PROJECT COMBINATION FACTOR OF 1.00002541.

LOS ANGELES COUNTY BENCH MARK NO. EY8693
ELEVATION = 95.993 FEET (NAVD88, QUAD YEAR 2005).

DESCRIBED BY THE COUNTY SURVEYOR'S OFFICE AS A FOUND
RDBM TAG IN NORTHERLY CATCH BASIN 15Ff E/O BCR AT

NORTHEAST CORNER IMPERIAL HIGHWAY AND BELLFLOWER
BOULEVARD.

SOURCE OF TOPO

THE COMPUTER PLOTTED MAP WAS GENERATED BY PHOTOGRAMMETRIC METHODS COMPILED ON DIGITAL STEREO WORKSTATIONS USING AERIAL PHOTOGRAPHY TAKEN ON PHOTO DATE DECEMBER 24, 2015. NOT TO SCALE MAP COMPILED BY:

GEOSPATIAL PROFESSIONAL SOLUTIONS, INC.
3151 AIRWAY AVENUE, SUITE G2
COSTA MESA, CA 92626
(949) 459-3051
FIELD SURVEY PERFORMED BY STANTEC CONSULTING SERVICES, IN 2016 AND 2023.

ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR

PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR

ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE

UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONSTRUCTION

CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR

WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE

TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES

TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

UNAUTHORIZED CHANGES & USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR U OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. • •► :"AALL •

INSTALLATION OF NEW BUILDING SUPPLY LINES INCLUDE INSTALLATION OF NEW COPPER, OFFSET(S) INCLUDING ALL COMPRESSION FITTIN NEW BALL VALVE AT BUILDING, AND ALL ASSOCIATED MATERIALS NECESSARY TO CONNECT TO CLOSEST HOSE BIBB. RESTORATION OF

LANDSCAPING, IRRIGATION, MISCELLANEOUS PCC, COLORED CONCRETE, AND OTHER EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION SHALL BE INCLUDED IN THE BID ITEM PRICE TO FURNISH AND INSTALL BUILDING SUPPLY LINES.

REMOVE AND SALVAGE ALL WATER METERS, VALVES, VALVE BOXES, AND FIRE HYDRANT HEADS TO CITY UTILITIES YARD.

INSTALLATION OF NEW WATER METERS INCLUDES PLACEMENT OF PEA GRAVEL PER DOWNEY DWG. NO. 1-W AND 2-W.

CONTRACTOR SHALL POTHOLE PRIVATELY OWNED SEWER LATERAL(S) PRIOR TO INSTALLATION OF PROPOSED MAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY PRIVATELY OWNED SEWER LATERALS DAMAGED DURING CONSTRUCTION.

CONTRACTOR SHALL FURNISH AND INSTALL FULL DIAMETER RISERS AT VARIOUS LOCATIONS FOR FLUSHING AND BACTERIOLOGICAL TESTING PURPOSES OF PROPOSED DIP. DUE TO THE LENGTH OF PROPOSED PIPE, BACTERIOLOGICAL TESTING SHALL BE DONE IN PHASES AS DETERMINED BY CITY.

ABBREVIATIONS SYMBOL/LEGEND
AC

ASPHALT CONCRETE
MW

MONITORING WELL
BOP

BOTTOM OF PIPE
�P), PROP

PROPOSED

CENTERLINE
CAB

CABINET
P

POWER POLE
- -
(E)
R/W
CAN

CABLE TV
PB

PULL BOX
�, C/L

CENTERLINE
RCP

REINFORCED CONCRETE PIPE
(E)

PROPERTY LINE
C&G

CURB AND GUTTER
RR

RAILROAD
CI

CAST IRON
R/W

RIGHT OF WAY
- - - - - - -
(E)

CITY BOUNDARY
CL
CLASS
SS

SANITARY SEWER
W
(P)

WATER MAIN
CLF

CHAIN LINK FENCE
SCO, @

SEWER CLEANOUT
CML

CEMENT MORTAR LINING
SSMH, ,:}

SEWER MANHOLE
(P)

WATER LATERAL
DIP

DUCTILE IRON PIPE
SW

SIDEWALK
(E), EX, EXIST

EXISTING
SD

STORM DRAIN
- - - - W -
(E)
WATER

E, ELEC

ELECTRICAL
SDMH,(�,E)

STORM DRAIN MANHOLE
EMH, -

ELECTRICAL MANHOLE
SL

STREET LIGHT
-11
(E)
WATER TO BE ABAND.

FO

FIBER OPTIC
STL
STEEL
_____ _ __ _ _
(E)

GAS LINE
FS

FINISH SURFACE
SVC

SERVICE
FH,

FIRE HYDRANT
MON

SURVEY MONUMENT
su>
(E)

SANITARY SEWER
FL
FLANGE
TC

TOP OF CURB
G
GAS

T, TELE

TELEPHONE
- -- - _SD -
(E)

STORM DRAIN
GM

GAS METER
TMH,(D

TELEPHONE MANHOLE
GV, @

GAS VALVE
TOP

TOP OF PIPE
(E)

TELEPHONE
GYA

GUY ANCHOR
TS

TRAFFIC SIGNAL
(E)

ELECTRICAL
I NV
INVERT
VLT
VAULT
IRR

IRRIGATION
VIF

VERIFY IN FIELD
- - - - -RW-
(E)

RECYCLED WATER
IM

IRRIGATION METER
W
WATER
ICV

IRRIGATION CONTROL VALVE
WM,®

WATER METER

I I I I I I I I I

CALTRANS ACCESS DENIAL
MED
MEDIAN
WV,

WATER VALVE
MJ

MECHANICAL JOINT
Underground Service Alert
Call: TOLL FREE
811

TWO WORKING DAYS BEFORE YOU DIG
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CONSTRUCT0N PLAN`_: FOR
CAPtTAL IM]PR0`wJEMENT PROJECT NO. t8-tO
In* I u(s) WIT 0, m�) ml � Mimi
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WATER SYSTE7'___1M tMPROVE77ME77
(__F0STE=R ROAD TO LAKEWOOD 13OULEVAR-D)
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NOT TO SCALE
1911111 wall \� \ ►�

CITY OF DOWNEY

WATER & SEWER
562-904-7202

CITY OF DOWNEY

TRAFFIC ENGINEER
562-904-7110

COUNTY SANITATION DISTRICT OF LOS ANGELES

TOMMY SUNG
562-699-7411
X12

LA COUNTY DEPARTMENT OF PUBLIC HEALTH (DPH)

DAN BACANI
626-430-5290

STATE WATER RESOURCES CONTROL BOARD

MATT MEGILL
818-551-2033

FRONTIER COMMUNICATION (VERIZON)

RAYMOND ROUNDTREE
562-903-7939

LA COUNTY DEPARTMENT OF PUBLIC WORKS

MICHAEL TJAN
626-458-1700

LA COUNTY DEPARTMENT OF PUBLIC WORKS

MANUEL ALARCON
626-458-7169

LA COUNTY FLOOD CONTROL DISTRICT

MARYAM ADHAMI
626-458-3129

METROPOLITAN TRANSPORTATION AUTHORITY

MATTIE JONES
213-922-5023

SOUTHERN CALIFORNIA EDISON

SAUL VALLE
562-903-3176

CENTRAL BASIN MUNICIPAL WATER DISTRICT

JEREMY MELENDEZ
323-201-5510

SOUTHERN CALIFORNIA GAS COMPANY

ERNIE GONZALES
714-634-3121

SPECTRUM (TIME WARNER CABLE)

ERNEST CHANG
562-259-2015

PARAMOUNT PIPELINES

STEVE PEYTON
562-531-2060
X27
SBC

MARCELLA CORDOZA
310-515-4370

EXXON/MOBIL

MELODY SEBRING
310-212-4141
MWD

KEN CHANG
213-217-7670

BP (ARCO) PIPELINES

ROB STREED
562-499-2216

ROGER WEATHERS
720-888-5688
LEVEL 3 / WILTEL COMMUNICATIONS

KEVIN SULLIVAN
714-236-8502

ABOVENET COMMUNICATIONS

DON BECKERMANN
626-666-3526

MCI WORLDCOM

PATT SLANEY
714-936-4898

QWEST COMMUNICATIONS

JOE HEALEY
714-781-7048
SPRINT

RON HERRERA
909-593-9700

CROWN CASTLE (NEXTG NETWORKS)

STEVE FEAR
626-430-3338

CHARTER COMMUNICATIONS
- - - -
8-1-1

UNDERGROUND SERVICE ALERT (USA)
eROFESS/p� PLANS PREPARED BY:

J. 'y 38 TECHNOLOGY DRIVE, STE #200
IRVINE, CA 92618
Sta ntec (949) 923-6000 TEL
* No. 63132 * (949) 923-6121 FAX
UNDER THE SUPERVISION OF:
/X CIVIL o�`,P DANIEL J. HAYES, RCE ##63132 3/6/26

OF CALIF NAME & LICENSE NUMBER DATE
DESIGNED BY: STANTEC
DRAWN BY: STANTEC
CHECKED BY: STANTEC
60 INSTALL NEW 8"x6" MJ TEE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE "L-SHAPED" LATERAL, 6" MJxFL HORIZONTAL
BEND, 6" MJxFL GATE VALVE, AND JAMES JONES 3775-R FIRE
HYDRANT PER DOWNEY DWG. NO. 10-W.
61 ISOLATE AND DEWATER EXISTING FIRE HYDRANT LATERAL: REMOVE EXISTING AND INSTALL NEW 6" FL CL 53 SPOOL PER DOWNEY
DWG. NO. 10-W.
62 ISOLATE, CUT, AND DEWATER EXISTING 8" MAIN; INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE AND JAMES JONES 3775-R
FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
63 PAINT PRIVATE FIRE HYDRANT WITH ONE COAT OF STANDARD WHITE (WH-1) AMERON AMERLOCK 2 VOC HIGH SOLIDS EPDXY
COATING AND TWO FINISH COATS OF SAFETY RED (RD-2) AMERON PSX 700 ENGINEERED SILOXANE COATING.
64 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER
COMBINATION AIR RELEASE AND VACUUM VALVE PER DOWNEY DWG.

NO. 9-W.
65 REMOVE EXISTING AND INSTALL NEW RECYCLED WATER VALVE BOX PER DOWNEY DWG. NO. 5-RW.
66 REMOVE EXISTING AND INSTALL NEW 3" RECYCLED WATER METER PER DOWNEY DWG. NO. 3-RW.
67 REMOVE EXISTING AND INSTALL NEW S' RECYCLED METER, BOX, AND 3" MJ C509 GATE VALVE PER DOWNEY DWG. NO. 3-RW.
68 REMOVE EXISTING AND INSTALL NEW 3" RECYCLED WATER METER BOX (REUSE EXISTING METER) PER DOWNEY DWG. NO. 3-RW.
69 REMOVE EXISTING AND INSTALL NEW 2" RECYCLED WATER
,T

COMBINATION AIR RELEASE AND VACUUM VALVE AND ENCLOSURE
PER DOWNEY DWG. NO. 9-RW.
70 REMOVE AND REPLACE EXISTING CONCRETE.
71 ISOLATE, CUT, AND DEWATER EXISTING 8" MAIN; INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3700-R
FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
72 INSTALL NEW SENSUS 5/8" IPERL BACKFLOW BY-PASS WATER METER, MxU TOUCHPAD, AND MxU MOUNTING BRACKET ON
EXISTING FIRE SERVICE BACKFLOW.
73 ISOLATE, CUT, AND DEWATER EXISTING 8" MAIN; REMOVE EXISTING VALVE AND INSTALL NEW 8" MJ C509 GATE VALVE PER DOWNEY
DWG. NO. 5-W.
74 ISOLATE, CUT, AND DEWATER EXISTING 12" MAIN; REMOVE
EXISTING TEE AND VALVE BOX TO ABANDON VALVE IN PLACE.
75 REMOVE EXISTING AND INSTALL NEW S' RECYCLED WATER METER AND BOX PER DOWNEY DWG. NO. 3-RW.
76 ISOLATE, CUT, AND DEWATER EXISTING 8" MAIN; REMOVE EXISTING FIRE HYDRANT ASSEMBLY FROM MAIN AND INSTALL NEW 8"x6"
MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH 05 POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE
HYDRANT PER DOWNEY DWG. NO. 10-W.
77 INSTALL NEW 12"x6" MJXFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE (REUSE EXISTING FIRE HYDRANT HEAD) PER DOWNEY DWG. NO. 10-W.
78 ISOLATE, CUT, AND DEWATER EXISTING 4" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 4" MAIN PER DETAIL "A21" ON SHEET 14. 79 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND RECONNECT EXISTING 10" MAIN TO EXISTING 10" MAIN PER DETAIL "A22" ON SHEET 14.
51 80
ISOLATE, CUT, AND DEWATER EXISTING 4" DOMESTIC SERVICE
LATERAL AND RECONNECT PER DETAIL "A25" ON SHEET 14.
81 INSTALL NEW 8" MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
82 PLACE 1-SACK CEMENT SLURRY BACKFILL (100-E-100).
83 INSTALL NEW 12" MJ 45° DIP VERTICAL BEND AND ANCHOR
BLOCK PER DOWNEY DWG. NO. 7-W.
84 INSTALL NEW 8" MJ 22.5° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
3/6/26
3/6/26
3/6/26
APPROVED BY: 64892 3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE DATE 40 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN AND EXISTING 8" MAIN PER DETAIL "A18" ON SHEET 13.
41 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "A19" ON SHEET 13. 42 ISOLATE, CUT AND DEWATER EXISTING 4" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "A20" ON SHEET 13.
43 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN PER DETAIL "A23" ON SHEET 13. 44 INSTALL NEW 8"x4" MJ TEE, 4 MJ C509 GATE VALVE, AND
ASSOCIATED MATERIALS PER DOWNEY DWG. NO. 5-W.
45 ISOLATE, CUT AND DEWATER EXISTING 4" DOMESTIC SERVICE LATERAL; AND INSTALL NEW 4" DOMESTIC SERVICE LATERAL; AND RECONNECT PER DETAIL "A24" ON SHEET 14.
46 ISOLATE, CUT AND DEWATER EXISTING 8" FIRE SERVICE LATERAL; AND RECONNECT PER DETAIL "B1" ON SHEET 15.
47 ISOLATE, CUT AND DEWATER EXISTING 8" FIRE SERVICE LATERAL; AND INSTALL NEW 8" FIRE SERVICE LATERAL; AND RECONNECT
PER DETAIL "132" ON SHEET 15.
48 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND RECONNECT 6" FIRE SERVICE PER DETAIL "BY ON SHEET 15.
49 REMOVE EXISTING AND INSTALL NEW 5/8" SENSUS IPERL
BACKFLOW BY-PASS WATER METER, MxU TOUCHPAD, AND MxU
MOUNTING BRACKET.
50 REMOVE EXISTING HYDRANT RISER FROM AND INCLUDING 90°

ELBOW TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF
FIRE HYDRANT LATERAL, AND REMOVE FIRE HYDRANT VALVE BOX. 51 HOT TAP EXISTING 8" MAIN WITH 8"x6" MJxFL TEE AND INSTALL NEW 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH
POTABLE WATER ID TAPE, AND JAMES JONES 3700-R FIRE
HYDRANT PER DOWNEY DWG. NO. 10-W.
52 INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE, AND JAMES
JONES 3700-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
53 INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE, AND JAMES
JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
54 INSTALL NEW 12"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE, AND JAMES
JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
55 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; REMOVE EXISTING HYDRANT ASSEMBLY FROM MAIN; INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" MJxFL HORIZONTAL BEND, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE "L-SHAPED" LATERAL AND JAMES JONES 3700-R FIRE HYDRANT PER DOWNEY DWG.

NO. 10-W.
56 ISOLATE, CUT AND DEWATER EXISTING 4" WATER SERVICE LATERAL; REMOVE EXISTING VALVE AND INSTALL NEW 4" MJ C509 GATE
VALVE PER DOWNEY DWG. NO. 5-W.
57 ISOLATE, CUT AND DEWATER EXISTING 12" MAIN; REMOVE EXISTING HYDRANT ASSEMBLY FROM MAIN; AND INSTALL NEW 12"x6" MJ
TEE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE
"L-SHAPED" LATERAL, 6" MJxFL HORIZONTAL BEND, 6" FLxMJ
GATE VALVE, AND JAMES JONES 3775-R FIRE HYDRANT PER
DOWNEY DWG. NO. 10-W.
58 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90°

ELBOW TO FIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES
3700-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
59 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90°

ELBOW TO FIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES
3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.

CONSTRUCTION NOTES
0 PROTECT IN PLACE.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/8" METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE EXISTING AND INSTALL NEW CURB STOP, 5/8" POTABLE WATER METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1" METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE EXISTING AND INSTALL NEW 1" CURB STOP, 1" POTABLE WATER METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE EXISTING AND INSTALL NEW 1 " METER AND LID ONLY (REUSE EXISTING BOX) PER DOWNEY DWG. NO. 1-W.

O7 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1.5" METER, AND BOX PER DOWNEY DWG. NO. 2-W.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2" METER, AND BOX PER DOWNEY DWG. NO. 2-W.

O REMOVE/ ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX FROM MAIN.
10 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 2-W.
11 REMOVE EXISTING AND INSTALL NEW 2" CURB STOP, 2" POTABLE WATER METER, AND BOX PER DOWNEY DWG. NO. 2-W.
12 REMOVE EXISTING AND INSTALL NEW 4" POTABLE WATER SERVICE AND 3" METER PER DOWNEY DWG. NO. 3-W.
13 REMOVE EXISTING AND INSTALL NEW 4-INCH POTABLE WATER SERVICE, 3" METER, AND BOX PER DETAIL "135" ON SHEET 15. 14 REMOVE EXISTING AND INSTALL NEW 3" POTABLE WATER METER, 3" METER BOX, AND 3" MJxFL C509 GATE VALVE PER DOWNEY
DWG. NO. 3-W.
15 REMOVE EXISTING AND INSTALL NEW 4" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 3-W.
16 INSTALL NEW 1" COPPER BUILDING SUPPLY LINE DOWNSTREAM OF

NEW WATER METER UP TO CLOSEST HOSE BIBB AND REMOVE

BACKYARD WATER SOURCE CONNECTION TO OLD METER TO BE
REMOVED.
17 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER
DOWNEY DWG. NO. 5-W.
18 REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE. 19 INSTALL NEW 8" CL 52 DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
20 INSTALL NEW 12" CL 52 DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
21 INSTALL NEW 8" MJ 45° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7-W.
22 INSTALL NEW 12" MJ 90° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7-W.
23 ISOLATE, CUT, AND DEWATER EXISTING 6" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN PER DETAIL "Al" ON SHEET 13. 24 ISOLATE, CUT AND DEWATER EXISTING 6" MAIN; AND
ABANDON/PLUG REMAINING PORTION OF EXISTING 6" MAIN PER
DETAIL "A2" ON SHEET 13.
25 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "AY ON SHEET 13. 26 CONNECT NEW 8" MAINS PER DETAIL "A4" ON SHEET 13.
27 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "A5" ON SHEET 13. 28 CONNECT NEW 8" MAINS PER DETAIL "A6" ON SHEET 13.
29 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN PER DETAIL "A7" ON SHEET 13. 30 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND RECONNECT EXISTING 8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 8" MAIN PER DETAIL "A8" ON SHEET 13.
31 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT EXISTING 8" MAIN TO EXISTING 4" MAIN PER DETAIL "A9" ON SHEET 13.
32 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "A10" ON SHEET 13. 33 ISOLATE, CUT AND DEWATER EXISTING 4" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "All" ON SHEET 13.
34 ISOLATE, CUT AND DEWATER EXISTING 12" MAIN; AND CONNECT NEW 12" MAIN TO EXISTING 12" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 12" MAIN PER DETAIL "Al2" ON SHEET 13.
35 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND CONNECT NEW 12" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 8" MAIN PER DETAIL "A13" ON SHEET 13.
36 ISOLATE, CUT AND DEWATER EXISTING 12" MAIN; AND CONNECT NEW 12" MAIN TO EXISTING 12" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 12" MAIN PER DETAIL "A14" ON SHEET 13.
37 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN AND 6" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6" MAIN PER DETAIL "A15" ON SHEET 13.
38 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6" MAIN PER DETAIL "A16" ON SHEET 13. 39 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN PER DETAIL "A17" ON SHEET 13.

No REVISION DATE BY APP CITY OF DOWNEY
DEPT. OF PUBLIC WORKS UTILITIES DIVISION
CIP 18-10 BELLFLOWER BOULEVARD

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD)

TITLE SHEET, VICINITY MAP, AND CONSTRUCTION NOTES
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GENERAL NOTES - POTABLE WATER

GENERAL NOTES - RECYCLED WATER (CONTINUED

MATERIAL SPECIFICATIONS -POTABLE WATER (CONTINUED)

MATERIAL SPECIFICATIONS - RECYCLED WATER

1. LOCATION OF EXISTING UTILITIES UNDERGROUND FACILITIES KNOWN TO ENGINEER ARE SHOWN IN THEIR APPROX. LOCATIONS BASED ON BEST AVAILABLE INFORMATION AT TIME OF PREPARING PLANS. ACTUAL LOCATION, SIZE, TYPE, AND NUMBER OF UTILITIES/UNDERGROUND FACILITIES

MAY DIFFER FROM THAT SHOWN AND SUCH UTILITIES/FACILITIES MAY BE PRESENT THAT ARE NOT SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE SITE INSPECTED THROUGH

USA PRIOR TO COMMENCING WORK AND TO VERIFY LOCATIONS OF ALL UTILITIES WITH RESPECTIVE OWNERS PRIOR TO STARTING WORK AND THROUGHOUT CONTRACT.

2. POTHOLE/HAND DIG AT UTILITY CROSSINGS OBSTRUCTIONS, AND AREAS WHERE LOCATION OF UTILITIES AND UNDERGROUND FACILITIES A E IN QUESTION PRIOR TO STARTING WORK. ANY CHANGES TO PROPOSED WATER IMPROVEMENTS MUST BE APPROVED BY CITY.

3. COORDINATE WITH OWNER OF ANY UTILITY OR OBSTRUCTION PRIOR TO RELOCATING/ADJUSTING ANY SUCH ITEMS.

4. POTHOLE POCS WITH EXISTING MAINS TO DETERMINE EXISTING ELEVATIONS AND VERIFY MEANS OF CONNECTING PRIOR TO STARTING WORK.

5. WORK LIMITED TO THOSE HOURS AS STATED IN THE ENCROACHMENT AND OTHER CITY PERMITS.

6. CONTACT JORDAN GRANADOS AT 562-417-2764 OR 562-904-7202 DOWNEY UTILITIES YARD) UTILITIES INSPECTOR MIN 72-HRS PRIOR TO STARTING WORK TO SCHEDULE INSPECTION.

7. MAINTAIN HORIZONTAL (MIN 10-FT) AND VERTICAL SEPARATION (MIN 1-FT ABOVE) FROM RECYCLED WATER AND SEWER LINES.

8. ADD FITTINGS TO MAINTAIN MIN. COVER OF 42-INCH AND TO AVOID EXISTING UTILITIES ENCOUNTERED. IF MINIMUM COVER CANNOT BE MET, PIPELINE SHALL BE ENCASED IN

CONCRETE OR WITH STEEL CASING PIPE (WITH SPACERS AND END CAPS) IF NECESSARY AS DIRECTED BY THE CITY. AT NO TIME SHALL THERE BE LESS THAN 36- NCH COVER FROM TOP OF PIPE TO EXISTING GROUND DURING CONSTRUCTION. CHANGE IN PROFILE AND/OR NEED FOR ENCASEMENT SHALL BE APPROVED BY CITY OF DOWNEY.

9. CONTRACTOR SHALL RESTORE, AT ITS COST, ANY ITEMS OUTSIDE THE LIMITS OF THE TRENCH

WHICH ARE DAMAGED AS THE RESULT OF CONTRACTOR OPERATIONS, OR THOSE ITEMS DAMAGED WITHIN THE LIMITS OF THE TRENCH WHICH WERE TO REMAIN IN PLACE. ANY ITEMS REQUIRED

TO REMAIN IN PLACE, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND LOCATION THAT EXISTED PRIOR TO CONSTRUCTION.

10. LENGTH OF OPEN TRENCH LIMITED TO AMOUNT OF PIPE TO BE INSTALLED IN ONE DAY.

PROTECT TRENCH FROM PEDESTRIAN/VEHICULAR TRAFFIC PER CITY REQUIREMENTS INCLUDING BARRIERS, BACKFILL, COMPACTION, TEMPORARY PAVEMENT, AND STEEL PLATES. NO OPEN TRENCH AREAS SHALL REMAIN OVERNIGHT.

11. NOA INSTORAGE
OF MAREAIALS/EQUIPMENT IN PUBLIC RIGHT-OF-WAY. PROVIDE OFFSITE/ONSITE

12. TRAFFIC CONTROL PER THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND AS REQUIRED BY THE TRAFFIC ENGINEER.

13. PIPE BASE, PIPE ZONE, AND TRENCH ZONE BACKFILL - IMPORTED SAND OR NATIVE MATERIAL WITH MIN SE OF 30 OR COEFF. OF PERMEABILITY >1.4 IN/HR @ MIN 90% REL. COMPACTION.

CERT. OF IMPORTED OR NATIVE MATERIAL REQUIRED.

14. PAVEMENT ZONE - FOR AREAS CURRENTLY PAVED, AC/PCC PAVEMENT AND AGGREGATE BASE

SHALL BE REPLACED TO EXISTING THICKNESS PLUS ONE INCH UNLESS OTHERWISE CALLED OUT IN THE PLANS AND SPECS. MIN. 95% REL. COMPACTION. FOR AREAS THAT ARE NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS FOR AC PAVEMENT/BASE REQUIREMENTS.

MIN. 95% REL. COMPACTION.

15. OBTAIN AND PAY FOR THE SERVICES OF A CHLORINATION CONTRACTOR. NAME AND QUALIFICATIONS OF PROPOSED FIRM SHALL BE SUBMITTED FOR APPROVAL BY THE CITY.

16. COMPACTION, PRESSURE, DISINFECTION, AND BACTERIOLOGICAL TESTING PER CITY REQUIREMENTS. COMPACTION TESTS AT RANDOM DEPTHS AND INTERVALS AS DIRECTED BY CITY.

PRESSURE TEST AT 200 PSI FOR 4-HR. NO PRESSURE TESTING AGAINST CLOSED VALVES - USE PRESSURE PLATES. COMPLETELY BACKFILL AND COMPACT PRIOR TO CONDUCTING TESTS.

17. PROVIDE TEMP OR PERMANENT MATERIALS/EQUIPMENT NECESSARY TO PERFORM ALL TESTING WE. COPPER SERVICES FOR INTRODUCING DISINFECTANT, BLOWOFFS FOR FLUSHING, AIR

LEASE VACUUM VALVES FOR REMOVING/ADDING AIR DURING FILLING/FLUSHING OF PIPELINES, MJXFL A APTERS, PRESSURE PLATES, VALVES, PIGS, LAUNCHER, FITTINGS).

18. CONTRACTOR MUST UTILIZE FULL DIAMETER CITY MAIN LINE AND POTABLE WATER FROM DIRECTLY ADJACENT CITY DISTRIBUTION SYSTEM FOR FLUSHING ONLY. USE OF 2" AND 4" OUTLETS AND FIRE HYDRANT HOSES WILL NOT BE ALLOWED FOR FLUSHING PURPOSES.

IF INITIAL FLUSHING AND CHLORINATION FAILS TO PRODUCE REQUIRED RESIDUALS AND BAC-T

TEST RESULTS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CITY COSTS ASSOCIATED WITH

RE -FLUSHING, RE -DISINFECTION, AND RE -TESTING OF WATER FACILITIES INCLUDING BUT NOT LIMITED TO: CITY TIME, MATERIALS, EQUIPMENT, WATER, LABORATORY ANALYSIS, ETC.

19. CONTRACTOR SHALL RETURN ALL EXISTING METERS REMOVED IN ORDER FOR CITY INSPECTOR

TO COMPLETE NEW METER FORMS FOR EACH OF THE NEW METERS INSTALLED AND THOSE REMOVED.

20. DCDAS SHALL BE CERTIFIED IN THE FIELD BY A LICENSED LA COUNTY DPH CERTIFIED TESTER PRIOR TO PLACING INTO SERVICE. CONTACT JORDAN GRANADOS (562)-417-2764 OR DOWNEY UTILITY YARD AT (562) 904-7202 TO SCHEDULE CITY INSPECTION OF TESTING. PROVIDE CERTIFICATION OF TESTING TO DOWNEY UTILITIES YARD REPRESENTATIVE.

21. SUBMIT CERTIFICATION OF PIPING AND MATERIALS FOR COMPLIANCE WITH CITY STANDARDS.

ALL PIPING AND ASSOCIATED MATERIALS MUST BE IN -HAND PRIOR TO START OF CONSTRUCTION.

22. IN NO EVENT SHALL ANY VALVE BE INSTALLED WITHIN A CURB, GUTTER, OR OTHER CONCRETE DRAINAGE DEVICE.

23. CONTRACTOR SHALL FURNISH THE CITY OF DOWNEY WITH RED -LINED CONSTRUCTION PLANS

NOTING ANY AND ALL CHANGES TO THE PLAN AND PROFILE OF THE POTABLE WATER IMPROVEMENTS INSTALLED.

GENERAL NOTES - RECYCLED WATER

1. ALL RECYCLED WATERLINE WORK TO BE PERFORMED PER "STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION STANDARD SPECIFICATIONS OR GREEN BOOK LATEST EDITION,

CBMWD'S DESIGN CRITERIA, SUPPLEMENTAL STANDARD SPECIFICATIONS, AND STANDARD DRAWINGS (STD. DWGS) FOR RECLAIMED WATER FACILITIES, AND CITY OF DOWNEY REQUIREMENTS UNLESS OTHERWISE INDICATED.

2. GENERAL: CONSTRUCTION OF RECYCLED WATER FACILITIES SHALL MEET ALL APPLICABLE STATE

AND LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH (DPH), AND CITY OF DOWNEY REQUIREMENTS.

3. LOCATION OF EXISTING UTILITIES/UNDERGROUND FACILITIES KNOWN TO THE ENGINEER ARE SHOWN IN THEIR APPROX. LOCATIONS BASED ON BEST AVAILABLE INFORMATION AT TIME OF PREPARING PLANS. ACTUAL LOCATION, SIZE, TYPE, AND NUMBER OF UTILITIES_ /UNDERGROUND

FACILITIES MAY DIFFER FROM THAT SHOWN AND SUCH UTILITIES/FACILITIES MAY BE PRESENT THAT ARE NOT SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE SITE INSPECTED

THROUGH USA PRIOR TO COMMENCING WORK AND TO VERIFY LOCATIONS OF ALL UTILITIES WITH RESPECTIVE OWNERS PRIOR TO STARTING WORK AND THROUGHOUT CONTRACT.

4. POTHOLE/HAND DIG AT UTILITY CROSSINGS OBSTRUCTIONS, AND AREAS WHERE LOCATION OF UTILITIES AND UNDERGROUND FACILITIES SEE IN QUESTION PRIOR TO STARTING WORK. ANY CHANGES TO PROPOSED WATER IMPROVEMENTS MUST BE APPROVED BY THE CITY.

5. POTHOLE POCS WITH EXISTING MAINS TO DETERMINE EXISTING ELEVATIONS AND VERIFY MEANS OF CONNECTING PRIOR TO STARTING WORK.

6. COORDINATE WITH OWNER OF ANY UTILITY OR OBSTRUCTION PRIOR TO RELOCATING/ADJUSTING ANY SUCH ITEMS.

7. WORK LIMITED TO THOSE HOURS AS STATED IN THE ENCROACHMENT AND OTHER CITY PERMITS.

8. CONTACT JORDAN GRANADOS AT 562-417-2764 OR 562-904-7202 (DOWNEY UTILITIES YARD) AND CITY -DESIGNATED CONTRACT INSPECTOR MIN. 72-HRS PRIOR TO STARTING WORK TO SCHEDULE INSPECTION.

9. CONTACT DAN BACANI LA COUNTY DPH) Q 626-430-5290 MIN. 1-WEEK PRIOR TO STARTING WORK TO SCHEDULE INSPECTION.

10. M) N SEPARATION O.DTAO
.)FROM POTABLE WI O ATERLINES NCOMP IANCEIT REGULA�TBELOW)IN 1-FT IONS ETFORTOO BY THE STATE AND COUNTY DEPARTMENT OF PUBLIC HEALTH.

11. ADD FITTINGS TO MAINTAIN MIN. COVER OF 42-IN (OR AS SHOWN ON PIPELINE PROFILE AND TO AVOID EXISTING UTILITIES ENCOUNTERED. IF MIN. COVER CANNOT BE MET THE PIPE INE

SHALL BE ENCASED IN CONCRETE OR WITH STEEL CASING PIPE (WITH SPACERS AND END CAPS) IF NECESSARY AS DIRECTED BY THE CITY. AT NO TIME SHALL THERE BE LESS THAN 36 INCHES OF COVER FROM TOP OF PIPE TO EXISTING GROUND DURING CONSTRUCTION.

CHANGE IN PROFILE AND/OR NEED FOR ENCASEMENT/CASING SHALL BE APPROVED BY CITY OF DOWNEY.

12. CONTRACTOR SHALL RESTORE, AT ITS COST, ANY ITEMS OUTSIDE THE LIMITS OF THE TRENCH

WHICH ARE DAMAGED AS THE RESULT OF CONTRACTOR OPERATIONS, OR THOSE ITEMS DAMAGED WITHIN THE LIMITS OF THE TRENCH WHICH WERE TO REMAIN IN PLACE. ANY ITEMS REQUIRED

TO REMAIN IN PLACE, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND LOCATION THAT EXISTED PRIOR TO CONSTRUCTION.

13. LENGTH OF OPEN TRENCH LIMITED TO AMOUNT OF PIPE TO BE INSTALLED IN ONE DAY.

PROTECT TRENCH FROM PEDESTRIANQHICULAR TRAFFIC PER CITY REQUIREMENTS INCLUDING BARRIERS, BACKFILL, COMPACTION, EMPORARY PAVEMENT, AND STEEL PLATES. NO OPEN TRENCH AREAS SHALL REMAIN OVERNIGHT.

14. NO STORAGE OF MATERIALS/EQUIPMENT IN PUBLIC RIGHT-OF-WAY. PROVIDE OFFSITE/ONSITE STAGING/STORAGE AREA.

15. TRAFFIC CONTROL PER THE STATE OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND AS REQUIRED BY THE TRAFFIC ENGINEER.

16. PIPE BASE, PIPE ZONE, AND TRENCH ZONE BACKFILL - IMPORTED SAND OR NATIVE MATERIAL WITH MIN SE OF 30 OR COEFF. OF PERMEABILITY >1.4 IN HR @ MIN 90% REL. COMPACTION (ALSO SEE STANDARD DRAWINGS). CERT. OF IMPORTED OR NATIVE MATERIAL REQUIRED.

17. PAVEMENT ZONE - FOR AREAS CURRENTLY PAVED, AC/PCC PAVEMENT AND BASE SHALL BE REPLACED TO EXISTING THICKNESS PLUS ONE INCH. MIN. 95% REL. COMPACTION. FOR AREAS

THAT ARE NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS FOR AC PAVEMENT/BASE REQUIREMENTS. MIN. 95% REL. COMPACTION.

18. COMPACTION TESTS SHALL BE TAKEN AT RANDOM DEPTHS AND INTERVALS, AS DIRECTED BY THE CITY. PRESSURE TEST IN ACCORDANCE WITH SEC. 306-8.9.2 OF THE STANDARD SPECIFICATIONS TO MIN. TEST PRESSURE OF 200 PSI FOR CLASS 200 PIPE FOR 4-HOURS.

ALL TESTS TO BE PERFORMED IN PRESENCE OF A DOWNEY UTILITIES YARD REPRESENTATIVE.

NO PRESSURE TESTING AGAINST CLOSED VALVES - USE PRESSURE PLATES. TEST SECTION SHALL BE COMPLETELY BACKFILLED AND COMPACTED PRIOR TO CONDUCTING TESTS.

19. (P� E. BLOW
-OFFSMANENT FLUSHING, A IRRIRELEASQE/IVACUUMMENT NVALVESRFOROREMOVING REMOVING/ADDING AIRRM ALL

DURING FILLING/FLUSHING OF PIPELINES, MJXFL ADAPTERS, PRESSURE PLATES, VALVES, FITTINGS).

20. SUBMIT CERTIFICATION OF PIPING AND ALL MATERIALS ASSOCIATED WITH RECYCLED WATERLINE WORK FOR COMPLIANCE WITH CITY REQUIREMENTS. ALL PIPING AND ASSOCIATED MATERIALS MUST BE IN -HAND PRIOR TO EXCAVATION/COMMENCEMENT OF CONSTRUCTION.

21. PVC PIPE TO BE INSTALLED IN ACCORDANCE WITH AWWA MANUAL NO. M23, "PVC PIPE - DESIGN AND INSTALLATION" AND MANUFACTURER REQUIREMENTS.

22. MAX JOINT DEFLECTION SHALL NOT EXCEED 2 DEGREES OR 75% OF MANUFACTURER'S RECOMMENDATION.

23. IN NO EVENT SHALL ANY VALVE BE INSTALLED WITHIN A CURB, GUTTER, OR OTHER CONCRETE DRAINAGE DEVICE.

24. CONTRACTOR SHALL FURNISH THE CITY OF DOWNEY WITH RED -LINED CONSTRUCTION PLANS

NOTING ANY AND ALL CHANGES TO THE PLAN AND PROFILE OF THE RECYCLED WATER IMPROVEMENTS INSTALLED.

MATERIAL SPECIFICATIONS - POTABLE WATER

1. PIPE SHALL BE CLASS 52 CEMENT -LINED DIP WITH INTEGRAL BELL AND SPIGOT (PUSH ON_) JOINTS WITH ELASTOMERIC RUBBER GASKETS IN ACCORDANCE WITH AWWA C104, C111, AND C151, AND SHALL BE MADE IN THE USA.

2. FITTINGS SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON MJ OR MJXFL (SEE PLANS) IN ACCORDANCE WITH AWWA C104, C110, C111, AND C153, AND SHALL BE MADE IN THE USA.

3. JOINT RESTRAINTS SHALL BE EBBA IRON MEGA LUGS OR PRE -APPROVED EQUAL AND SHALL BE MADE IN THE USA. RESTRAINTS SHALL HAVE POLYESTER -BASED COATING ON THE GLAND

AND TWO COATS OF XYLAN COATING ON THE WEDGE ASSEMBLIES OR OTHER SIMILAR PRE -APPROVED COATING. ALL RESTRAINTS SHALL HAVE IDENTIFICATION NUMBER CONSISTING OF THE YEAR, DAY, PLANT AND SHIFT NUMBER CAST INTO EACH GLAND BODY. JOINT

RESTRAINTS SHALL BE USED FOR ALL FITTINGS AND VALVES UNLESS OTHERWISE SHOWN ON PLANS AND APPROVED IN ADVANCE BY DOWNEY PERSONNEL.

4. THRUST/ANCHOR BLOCKS SHALL BE USED FOR ALL FITTINGS AND VALVES UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED IN ADVANCE BY DOWNEY PERSONNEL.

5. GATE VALVES SHALL BE RESILIENT SEATED, CONFORMING TO AWWA C509, AND BE DESIGNED FOR 200 PSI WORKING PRESSURE, NON -RISING STEM, MECHANICAL JOINT OR MECHANICAL

JOINT BY FLANGE ENDS, WITH DUCTILE IRON BODY, OPERATING NUT, BONNET, AND SEAL PLATE, DUCTILE IRON GATE AND 316 STAINLESS STEEL BONNET AND SEAL PLATE NUTS AND BOLTS.

MUELLER 2360 SERIES, CLOW F-6100 SERIES, OR US PIPE METROSEAL 250. VALVES

INSTALLED AT INTERSECTIONS SHALL BE MJXFL WITH FLANGE ABUTTING THE FITTING UNLESS OTHERWISE INDICATED.

6. TAPPING VALVES SHALL CONFORM TO THE REQUIREMENTS FOR GATE VALVES. VALVE ENDS SHALL BE FLANGED, AND SHALL FIT STANDARD TAPPING MACHINES. SEAT RINGS SHALL BE OVERSIZED TO PERMIT THE USE OF FULL-SIZE CUTTERS. MUELLER 2360 SERIES, CLOW F-6100 SERIES, OR US PIPE METROSEAL 250.

7. ALL BURIED VALVES SHALL BE PROVIDED WITH RISERS, SLIP -TYPE CAST IRON VALVE BOXES, AND COVERS PER CITY SPECIFICATIONS AND DWG. NO. 5-W. PROVIDE OPERATING EXTENSION STEMS RISERS TO BRING OPERATING NUT TO A POINT 18-INCHES TO 30-INCHES BELOW SURFACE OF GROUND AND/OR BOX COVER.

8. BURIED NUTS, BOLTS, AND WASHERS FOR FLANGED FITTINGS SHALL BE TYPE 304 OR 316 STAINLESS STEEL.

9. TAPPING SLEEVES SHALL BE DUCTILE IRON WITH BUNA-N RUBBER WITH A WIDE CROSS-SECTION, MECHANICAL JOINT BY FLANGE CLOW, MUELLER, OR US PIPE . THE

MECHANICAL JOINT PORTION OF THE TAPPING SLEEVES SHALL BE INSTALLED WI H CORTEN-STEEL T-BOLTS AND NUTS COATED WITH TRIPAC 2000 BLUE COAT SYSTEM.

10. ALL BURIED DUCTILE IRON PIPING, FITTINGS, VALVES, APPURTENANCES, AND COPPER PIPING SHALL BE CORROSION PROTECTED WITH TWO WRAPS OF MIN. 8-MIL POLYETHYLENE

ENCASEMENT (FLAT SHEETS FOR FITTING, VALVES, AND APPURTENANCES AND TUBES FOR PIPING) PER AWWA C105, INSTALLATION METHOD A.

11. 1-INCH AND SMALLER POTABLE WATER METERS SHALL BE LOW LEAD: SENSUS SRII

ENVIROBRASS II POSITIVE DISPLACEMENT WITH AMR/AMI REGISTER AND TOUCHPAD WITH MXU ASSEMBLY REGISTERING IN 1 CUBIC FOOT. TOUCHPAD/MXU ASSEMBLY TO BE MOUNTED TO THE STREET SIDE CORNER OF THE METER BOX LID.

12. 1-1/2-INCH AND 2-INCH POTABLE WATER METERS SHALL BE: SENSUS OMNI T2 TURBINE

WITH STRAINERS AND AMR/AMI REGISTER AND TOUCHPAD WITH MXU ASSEMBLY REGISTERING IN 1 CUBIC FOOT. TOUCHPAD/MXU ASSEMBLY TO BE MOUNTED TO THE STREET SIDE CORNER OF THE METER BOX LID.

13. 3-INCH THROUGH 8-INCH POTABLE WATER NON -IRRIGATION METERS SHALL BE SENSUS OMNI C2 COMPOUND WITH SENSUS AWWA-TYPE STRAINERS WITH DRAIN PLUGS AND STAINLESS ST EL SCREENS, AND AMR/AMI REGISTER AND TOUCHPAD WITH MXU ASSEMBLY AND 1 CUBIC FOOT REGISTRATION. TOUCHPAD/MXU ASSEMBLY TO BE MOUNTED TO THE MIDDLE CORNER ON ONE SIDE OF THE TWO-PIECE METER BOX LID.

14. 3-INCH THROUGH 6-INCH POTABLE WATER IRRIGATION METERS SHALL BE SENSUS OMNI T2/

TURBINE WITH SENSUS AWWA-TYPE STRAINERS WITH DRAIN PLUGS AND STAINLESS STEEL SCREENS, AND AMR/AMI REGISTERS AND TOUCHPAD WITH MXU ASSEMBLY AND 1 CUBIC FOOT REGISTRATION. TODUCHPAD/MXU ASSEMBLY TO BE MOUNTED TO THE MIDDLE CORNER ON ONE SIDE OF THE TWO-PIECE METER BOX LID.

15. 3-INCH AND LARGER METERS SHALL BE INSTALLED WITH A C509 RESILIENT WEDGE GATE

VALVE, INSTALLED IMMEDIATELY DOWNSTREAM OF THE METER, ACCESSIBLE AND REMOVABLE THROUGH THE WATER METER BOX LID.

16. ROTOCASTND SMALLER MODEL P600014852WITH ZONE POTABLE

E POLYMER CONCRTER METER ETE (RPM)XES LID-(MODORCAST
A6000484-H7) MARKED "WATER", OR APPROVED EQUAL. USE ARMORCAST TRAFFIC -RATED 20,000 LBS ONE-PIECE LID MODEL A6000484T-H7 MARKED WATER FOR AREAS WHERE METER BOXES WILL BE SUBJECT TO TRAFFIC LOADS.

17. 1-1/2-INCH AND 2-INCH (17"X30"X12") POTABLE WATER METER BOXES SHALL BE (ARMORCAST ROTOCAST MODEL P6001534X12 WITH ,TWO-P,IIECE POLYMER CONCRETE (RPM) LIDS

ARMORCASTMODELS POLYMER Z CONCRETE O(RPM) )TRA MARKED
C DRATEDE (20,000OR APBS) TWO-PIECE PROVED LIDS
MODELS A60001947DZ-H7 & A6000482T) MARKED "WA ER FOR AREAS WHERE METER BOXES ILL BE SUBJECT TO TRAFFIC ))LOADS.
18 POLYMER ( XMI
N.)
A6001 3OPCX 8POTABLE WATER �ER BOXES

HBARMORCAST WITHTTREE-P ECEIDS(MODELS
A6001470 & A600147ODZ-H7) MARKED "WATER" WITH DROP -IN READ LID (MODEL A6000482). 19 ARMORCA�T POLYMER48ONCRIETEA((RPM MODERGER LOTABLE WATER A60014 6APCX48ET(4R IBOH)) WTHALL BE

THREE-PIECE
LIDS (MODELS A6001457 & A6001457)DZ-H7) MARKED "WATER" WITH DROP -IN READ LID (MODEL A6000482).

20. FIRE SERVICES SHALL BE INSTALLED WITH A DOUBLE CHECK DETECTOR ASSEMBLY PLACED ON PRIVATE PROPERTY OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. DOUBLE CHECK DETECTOR

ASSEMBLIES SHALL BE EQUIPPED WITH SENSUS IPERL RADIO -READ BY-PASS METERS REGISTERING IN 1 CUBIC FEET, TOUCHPAD MXU, AND AMR MOUNTING BRACKET. ASSEMBLIES SHALL BE WILKINS 450DA OR CITY APPROVED EQUAL. SEE LIST OF LA COUNTY DPH APPROVED PREVNTION DEVICES.

HTTP ://FCBCCHR.UOSC. DU/ -DOWNLOADS/ ST/LIST.PDF

21. ALL ABOVE GROUND PORTIONS OF THE DCDA SHALL BE PAINTED WITH ONE PRIME COAT AND TWO FINISH COATS IN THE FIELD AFTER THE DCDA HAS BEEN INSTALLED. THE SECOND FINISH COAT SHALL BE APPLIED JUST PRIOR TO THE FINAL INSPECTION. PRIMER SHALL BE STANDARD WHITE WH-1 AMERON AMERLOCK 2 VOC HIGH -SOLIDS EPDXY COATING. FINISH COATS SHALL BE SAF R D (RD-2) AMERON PSX 700 ENGINEERED SILOXANE COATING.

22. FIRE HYDRANTS IN RESIDENTIAL AREAS SHALL BE JONES MODEL J-3700-R WITH FLUTED SPOOL, 3/4-INCH DIAMETER HOLES IN A SIX -HOLE PATTERN WITH A 9-3/8 INCH BOLT CIRCLE.

23. FIRE HYDRANTS IN COMMERCIAL AND INDUSTRIAL AREAS SHALL BE JONES MODEL J-3775-R WITH FLUTED SPOOL, 3/4-INCH DIAMETER HOLES IN A SIX -HOLE PATTERN WITH A 9-3/8 INCH BOLT CIRCLE.

24. FIRE HYDRANTS SHALL BE INSTALLED WITH AN MJXFL TEE WITH THRUST BLOCK (_UNLESS OTHERWISE SHOWN ON PLANS AS A HOT TAP), 6-INCH C509 MJXFL RESILIENT WEDGE GATE VALVE AND BOX, MJXFL 90 DEGREE ELBOW, AND FLANGED CLASS 53 CEMENT -LINED DIP SPOOLS �NO HYDRANT BURIES) WITH LENGTH ORDERED PER FIELD CONDITIONS TO MEET 4-INCH EQUIREMENT NOTED BELOW. RISER FLANGES TO MATCH 90-DEGREE ELBOW FLANGE AND FLUTED SPOOL BOLT PATTERN. TYPE 316 STAINLESS STEEL BREAK -AWAY BOLTS AT BASE OF HYDRANT FILLED WITH SILICONE SEALANT. DISTANCE FROM FINISH GRADE TO BOTTOM OF FLANGE AT BASE OF FIRE HYDRANT SHALL BE 4-INCHES PER STANDARD DRAWING FOR INDUSTRIAL/COMMERCIAL FIRE HYDRANT.

25. BLUE REFLECTIVE PAVEMENT MARKERS
ONE 1 TWO-WAY BLUE REFLECTIVE FIRE HYDRANT RAISED PAVEMENT MARKER SHALL BE

INSTALLED ADJACENT TO EACH HYDRANT AND EXISTING BLUE REFLECTIVE PAVEMENT MARKER REMOVED (WHEN PRESENT. REFLECTIVE MARKERS, ADHESIVES, AND METHOD OF INSTALLATION SHALL CONFORM TO THE FOLLOWING CALTRANS STANDARD SPECIFICATION:

SECTION 85-1.02C RETROREFLECTIVE PAVEMENT MARKERS
SECTION 85-1.02D HOT MELT BITUMINOUS ADHESIVE
SECTION 85-1.02E EPDXY ADHESIVE
SECTION 85-1.03B HOT MELT BITUMINOUS ADHESIVE
SECTION 85-1.03C EPDXY ADHESIVE

LOCATION

BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED ON THE SIDE OF THE STREET NEAREST THE FIRE HYDRANT AS PROVIDED BELOW:

1. TWO-WAY STREETS OR ROADS: PLACE MARKERS 12-INCHES FROM EDGE OF PAINTED CENTERLINE ON THE SIDE NEAREST THE FIRE HYDRANT. IF THE STREET HAS NO CENTERLINE, PLACE THE MARKER 12-INCHES FROM THE APPROXIMATE CENTER OF THE ROADWAY ON THE SIDE NEAREST THE HYDRANT.

2. STREETS WITH LEFT TURN LANE AT INTERSECTION: PLACE MARKERS 12-INCHES FROM THE EDGE OF PAINTED WHITE CHANNELIZING LINE ON THE SIDE NEAREST THE HYDRANT.

3. STREET WITH CONTINUOUS TWO-WAY LEFT TURN LANE: PLACE MARKERS 12-INCHES FROM

THE EDGE OF THE PAINTED YELLOW BARRIER LINE ON THE SIDE NEAREST THE FIRE HYDRANT.

4. STREETS WITH RAISED MEDIANS: PLACE MARKER 12-INCHES FROM EDGE OF GUTTER.

26. TRACEABLE POTABLE WATER IDENTIFICATION TAPE SHALL BE VIRGIN LOW -DENSITY POLYETHYLENE, MIN. THICKNESS OF 5 MILS, OVERALL WIDTH OF 6-IN �6-IN DIAMETER PIPE AND SMALLER. TAPE SHALL BE BLUE WITH MIN. 2-IN HIGH WHITE LETTERING SPECIFYING:
"CAUTION: POTABLE WATER LINE BURIED BELOW". T. CHRISTY ENTERPRISES, TERRA TAPE GRIFFOLYN CO. DIVISION OF REEF INDUSTRIES OR APPROVED EQUAL. NOTE: FOR CITY -OWNED

IRE SERVICE LATERALS AND PRIVATELY OWNED FIRE WATER MAIN, THE LETTERING SHALL SPECIFY: "CAUTION: FIRE LINE BURIED BELOW".

27. SERVICE LINES SHALL BE TYPE K SOFT COPPER CONFORMING TO ASTM B88.

28. SERVICE SADDLES SHALL HAVE BRASS BODIES CONFORMING TO NSF 61 AND ASTM B-62 AND/OR ASTM B-584 WITH DOUBLE FLAT BRONZE STRAPS AND BUNA-N GASKETS. ONE -INCH TAPS WITH CC THREADS, FORD 202B SERIES, MUELLER BR2B SERIES, OR JONES J-979 SERIES. TWO-INCH TAPS WITH FEMALE IRON PIPE THREADS, FORD 202B SERIES, MUELLER BR213 SERIES, OR JONES J-979 SERIES.

29. CORPO(RATION STOPS SHALL BE BALL VALVE TYPE, BRASS CONFORMING TO AWWA STANDARD C00ASTM
B8 62 AND ASTM B-584 NS NO. NO. C8833) WHERENC830600)C WHERE NOT WITHAWWA ND CONTACT W THN WATER DARD 80ONE-IINCH
WITH CC THREAD INLET BY COMPRESSION OUTLET, FORD MODEL FB1000-4-Q-NL, MUELLER MODEL H15008N, OR JONES MODEL E1937SG. TWO-INCH WITH MALE IRON PIPE THREAD INLET BY COMPRESSION OUTLET, FORD MODEL FB1100-7-Q-NL, MUELLER MODEL B25028N, OR JONES MODEL E1935SG. 30. HERSOCTCBECOAONDRD8B2O8 -8WEINONAT WITHWATRAANDAWWSTAASTANDARD0(ASTM ASTM B54, UNS NO. C83600) WHERE NOT IN CONTACT WITH WATER. ONE -INCH SHALL BE FULL -PORT

STRAIGHT BALL VALVE WITH FEMALE IRON PIPE THREAD INLET AND FEMALE IRON PIPE OUTLET WITH A LOCKWING TEE HEAD, FORD MODEL B1 1-444WR-NL, MUELLER MODEL 320200N, OR JONES MODEL E1900W. TWO-INCH SHALL BE FULL PORT ANGLE BALL VALVES WITH

COMPRESSION INLET BY METER FLANGE OUTLET WITH LOCKWING, FORD MODEL BFA43-777WR-Q-NL, MUELLER MODEL B24276N, OR JONES MODEL E1975WSG.

31. COMBINATION AIR RELEASE AND VACUUM VALVES SHALL BE OF THE SINGLE BODY, DOUBLE ORIFICE TYPE WITH CAST IRON BODY, COVER, AND LEVER FRAME CONFORMING TO ASTM A126 GR. B, STAINLESS STEEL FLOAT CONFORMING TO ASTM A240, BUNA-N NEEDLE AND SEAT, BRONZE PLUG CONFORMING TO ASTM B124, 316 STAINLESS STEEL TRIM, AND DELRIN CAST IRON LEVER FRAME CONFORMING WITH ASTM D2133 ASTM A126 GR. B. ONE -INCH THROUGH FOUR -INCH WITH EQUAL SIZE INLET AND OUTLET FEMALE PIPE THREADS, 6-INCH AND 8-INCH WITH 125 LB. FLANGED INLET AND OUTLET.

SIZE
INCHES

APCO MODEL
NUMBER

CRISPIN MODEL VAL-MATIC

SERIES MODEL NUMBER
2 145C
UL 202C.2
3 147C
UL 1203C.2
4 149C
UL 204C.2
6 150C
UL 206C
8 151C
UL 208C

32. COMBINATION AIR RELEASE AND VACUUM VALVE COVERS SHALL BE LOW LINEAR DENSITY POLYETHYLENE WITH UV INHIBITORS, SANDSTONE COLOR, ARMORCAST MODEL P6002001 OR P6002002 SIZED TO FIT VALVE.

33. A MINIMUM OF 8-INCHES OF PEA GRAVEL SHALL BE INSTALLED AT THE BOTTOM OF ALL METER BOXES.

34. NOTE: ALL MATERIALS TO BE USED ON THE PROJECT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

35. IN ADDITION TO THE REQUIRED USE OF POLYETHYLENE ENCASEMENT AS PROVIDED PREVIOUSLY, THE FOLLOWING CORROSION PROTECTION MEASURES SHALL BE USED AS PROVIDED HEREIN:

USE OF DIELECTRIC COUPLINGS/GASKETS WHERE DISSIMILAR METALS JOIN, USE OF FULL

CIRCLE BRASS SERVICE SADDLES TO ELIMINATE DIRECT CONNECTION OF COPPER TO DUCTILE IRON PIPE, AND USE OF STAINLESS STEEL HARDWARE.

1. PIPE SHALL BE C900 DR 14 PRESSURE CLASS 305 PURPLE PVC RECYCLED WATER PIPE WITH COPPER

TRACER WIRE AND WARNING TAPE TAGS AND INTEGRAL BELL AND SPIGOT PUSH ON JOINTS WITH ASTM F477 ELASTOMERIC RUBBER GASKETS IN ACCORDANCE WITH AWWA C900, AND SHALL BE MADE IN THE USA.

2. FITTINGS SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON MJ OR MJXFL (SEE PLANS) IN ACCORDANCE WITH AWWA C104, C110, C111, AND C153, AND SHALL BE MADE IN THE USA.

3. JOINT RESTRAINTS SHALL BE EBBA IRON MEGA LUGS OR PRE -APPROVED EQUAL AND SHALL BE MADE IN THE USA. RESTRAINTS SHALL HAVE POLYESTER -BASED COATING ON THE GLAND AND TWO COATS OF XYLAN COATING ON THE WEDGE ASSEMBLIES OR OTHER SIMILAR PRE -APPROVED COATING. ALL

RESTRAINTS SHALL HAVE IDENTIFICATION NUMBER CONSISTING OF THE YEAR, DAY, PLANT AND SHIFT NUMBER CAST INTO EACH GLAND BODY. JOINT RESTRAINTS SHALL BE USED FOR ALL FITTINGS AND VALVES UNLESS OTHERWISE SHOWN ON PLANS AND APPROVED IN ADVANCE BY DOWNEY PERSONNEL.

4. THRUST/ANCHOR BLOCKS SHALL BE USED FOR ALL FITTINGS AND VALVES UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED IN ADVANCE BY DOWNEY PERSONNEL.

5. ALL CONCRETE SHALL BE CLASS 560-C-3250 AND CONCRETE WORK SHALL BE PER PLANS, SPECS, AND STD. DWGS. UNLESS OTHERWISE INDICATED.

6. GATE VALVES SHALL BE RESILIENT SEATED, CONFORMING TO AWWA C509, AND BE DESIGNED FOR 200 PSI

WORKING PRESSURE, NON -RISING STEM, MECHANICAL JOINT OR MECHANICAL JOINT BY FLANGE ENDS, WITH

CAST IRON BODY, OPERATING NUT, BONNET, AND SEAL PLATE, CAST IRON OR DUCTILE IRON GATE AND 316 STAINLESS STEEL BONNET AND SEAL PLATE NUTS AND BOLTS. MUELLER 2360 SERIES, CLOW F-6100 SERIES, OR US PIPE METROSEAL 250. VALVES INSTALLED AT INTERSECTIONS SHALL BE MJXFL WITH FLANGE ABUTTING THE FITTING UNLESS OTHERWISE INDICATED.

7. ALL BURIED VALVES SHALL BE PROVIDED WITH 8-IN DIAMETER C900 CLASS 305 DR 14 PURPLE PVC

RECYCLED WATER PIPE RISERS, SLIP -TYPE CONCRETE BASE AND CAST IRON RING VALVE BOXES (EISEL 47), AND TRIANGULAR SHAPED CASE IRON COVERS MARKED "RECYCLED WATER" PER CITY SPECIFICATIONS AND STD. DWG. 5-RW. PROVIDE OPERATING EXTENSION STEMS (RISERS) TO BRING OPERATING NUTS TO A POINT 18 TO 30-INCHES BELOW SURFACE OF GROUND AND/OR BOX COVER PER STD. DWG. 6-RW.

8. BURIED NUTS, BOLTS, AND WASHERS SHALL BE TYPE 304 OR 316 STAINLESS STEEL.

9. ALL BURIED DUCTILE IRON FITTINGS, VALVES, AND APPURTENANCES AND COPPER PIPING SHALL BE CORROSION PROTECTED WITH TWO WRAPS OF MIN. 8-MIL POLYETHYLENE ENCASEMENT (FLAT SHEETS FOR FITTINGS, VALVES, AND APPURTENANCES AND TUBES FOR PIPING) PER AWWA C105, INSTALLATION METHOD A.

10. 3-INCH AND ABOVE RECYCLED WATER IRRIGATION METERS SHALL BE SENSUS OMNI T2/ TURBINE WITH

SENSUS AWWA-TYPE STRAINERS WITH DRAIN PLUGS AND STAINLESS STEEL SCREENS, AND AMR/AMI REGISTER AND TOUCHPAD WITH MXU ASSEMBLY AND 1 CUBIC FOOT REGISTRATION. TOUCHPAD/MXU ASSEMBLY TO BE MOUNTED TO THE MIDDLE CORNER ON ONE SIDE OF THE TWO-PIECE METER BOX LID.

11. 3-INCH AND LARGER METERS SHALL BE INSTALLED WITH A C509 RESILIENT WEDGE GATE VALVE, INSTALLED IMMEDIATELY DOWNSTREAM OF THE METER, ACCESSIBLE THROUGH THE WATER METER BOX LID.

12. 1-INCH (12"X20"X12") RECYCLED WATER METER BOXES SHALL BE ARMORCAST PURPLE POLYMER CONCRETE (RPM) MODEL A6000485-PUR WITH PURPLE ONE-PIECE LIDS (MODEL A6000484-H7-PUR) MARKED "RECYCLED WATER", OR APPROVED EQUAL.

13. 1-1/2-INCH AND 2-INCH (17"X30"X12") RECYCLED WATER METER BOXES SHALL BE ARMORCAST PURPLE POLYMER CONCRETE (RPM) MODEL A600164OPCX12-PUR WITH PURPLE TWO-PIECE POLYMER CONCRETE (RPM) LIDS (MODELS A6001643DZ-H7-PUR & A6000482-PUR) MARKED "RECYCLED WATER", OR APPROVED EQUAL.

14. 3-INCH (30"WX48"LX48"H MIN.) RECYCLED WATER METER BOXES SHALL BE ARMORCAST PURPLE POLYMER CONCRETE (RPM) MODEL A600143OPCX48-PUR WITH PURPLE TWO-PIECE LIDS (MODELS A6001470-PUR & A6001470DZ-H7-PUR) MARKED "RECYCLED WATER" WITH DROP IN READ LID (MODEL A6000482-PUR).

15. TRACEABLE RECYCLED WATER IDENTIFICATION TAPE SHALL BE VIRGIN LOW -DENSITY POLYETHYLENE, MIN.

THICKNESS OF 5 MILS, OVERALL WIDTH OF 6-IN (6-IN DIAMETER PIPE AND SMALLER) OR 12-IN (8-IN DIAMETER PIPE AND LARGER). TAPE SHALL BE PURPLE WITH MIN. 2-IN HIGH BLACK LETTERING SPECIFYING: "CAUTION: RECYCLED WATER LINE BURIED BELOW". T. CHRISTY ENTERPRISES, TERRA TAPE (GRIFFOLYN CO. DIVISION OF REEF INDUSTRIES) OR APPROVED EQUAL.

16. TRACER WIRE SHALL BE CONTINUOUS ALONG THE ENTIRE LENGTH OF THE PIPE AND ALL ASSOCIATED LATERALS AND APPURTENANCES. SUCH TRACER WIRE SHALL BE #12 CU WITH HWMPE INSULATION

SECURED TO THE PIPE AND ALL ASSOCIATED LATERALS AND APPURTENANCES WITH PLASTIC ADHESIVE TAPE EVERY 10-FT.

17. RECYCLED WATER IDENTIFICATION TAGS SHALL BE INSTALLED ON ALL RECYCLED WATER METERS, VALVES, BLOW -OFFS, AND COMBINATION AIR RELEASE AND VACUUM VALVES. TAGS SHALL BE PURPLE WITH BLACK LETTERING, IN BOTH ENGLISH AND SPANISH, CHRISTY'S MODEL NUMBER ID-MAX-P2-RC009.

18. COMBINATION AIR RELEASE AND VACUUM VALVES SHALL BE OF THE

SINGLE BODY, DOUBLE ORIFICE TYPE

WITH CAST IRON BODY,

COVER, AND LEVER FRAME CONFORMING TO
ASTM
A126 GR. B, STAINLESS STEEL

FLOAT CONFORMING TO
ASTM A240, BUNA-N NEEDLE AND SEAT, BRONZE

PLUG CONFORMING TO ASTM
B124, 316 STAINLESS

STEEL TRIM, AND DELRIN/CAST IRON LEVER
FRAME

CONFORMING WITH ASTM
D2133/ASTM A126 GR.

B. ONE -INCH THROUGH FOUR -INCH WITH
EQUAL

SIZE INLET AND OUTLET FEMALE
PIPE THREADS, 6-INCH
AND 8-INCH WITH 125 LB. FLANGED INLET
AND OUTLET.

SIZE
INCHES

APCO MODEL
NUMBER

CRISPIN MODEL
SERIES

VAL-MATIC

MODEL NUMBER
2 145C
UL
202C.2
3 147C
UL
203C.2
4 149C
UL
204C.2
6 150C
UL
206C
8 151C
UL
208C

19. COMBINATION AIR

RELEASE AND

VACUUM VALVE
COVERS SHALL BE DOUBLE HOT -DIP GALVANIZED, 18-IN
DIAMETER X 30-IN
HIGH X 3/8-IN

THICK FOR
1-IN AND 2-IN VALVES, WITH SWING -HINGED DOOR, DROP

IN HANDLE, AND

TOP OF COVER

WELDED WITH
THE LETTERS "RW".

20. COMBINATION AIR RELEASE AND VACUUM VALVE (CAV) ENCLOSURES AND BLOW -OFF BOX LIDS SHALL BE

PAINTED WITH TWO PRIME COATS AND TWO FINISH COATS OF PAINT IN THE FIELD, AFTER THE CAVS AND BLOW -OFFS HAVE BEEN INSTALLED. THE SECOND FINISH COAT SHALL BE APPLIED JUST PRIOR TO THE FINAL INSPECTION. PRIMER SHALL BE GRAY SHERWIN WILLIAMS MACROPDXY 646-100 FAST CURE EPDXY.

FINISH COATS SHALL BE PANTONE 512 SHERWIN WILLIAMS HI -SOLIDS POLYURETHANE 100.

21. A MINIMUM OF 8-INCHES OF PEA GRAVEL SHALL BE INSTALLED AT THE BOTTOM OF ALL METER AND BLOW -OFF BOXES.

22. NOTE: ALL MATERIALS TO BE USED ON THE PROJECT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

23. IN ADDITION TO THE REQUIRED USE OF POLYETHYLENE ENCASEMENT AS PROVIDED PREVIOUSLY, THE FOLLOWING CORROSION PROTECTION MEASURES SHALL BE USED AS PROVIDED HEREIN: USE OF DIELECTRIC COUPLINGS/GASKETS WHERE DISSIMILAR METALS JOIN AND USE OF STAINLESS STEEL HARDWARE. 0 a
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TRUCTI 623 LF 8-INCH ;POTABLE WATER pIPELIN
L 52 'CML DIP WITH POTABLE WATER ID TAPE
BELLFLOWER BOULEVARD - EAST SIDE - Foster Road to Priscilla Street

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
13220

BELLFLOWER BOULEVARD (IRRIGATION)
66 3"
73925691
---
3"

RECYCLED
13220
BELLFLOWER BOULEVARD (8" FS DCDA)
49 5/8"
78174616
---
5/8"
FIRE
13220

BELLFLOWER BOULEVARD
45 3"
1215469
4"
3"

POTABLE
CONNECT TO NEW 8" WATER MAIN
9703

PRISCILLA STREET
1 5/8"
29814327
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
9709

PRISCILLA STREET
1 5/8"
26907613
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
9713

PRISCILLA STREET
1 5/8"
1796956
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
9719

PRISCILLA STREET
1 5/8"
31115234
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
9725

PRISCILLA STREET
1 5/8"
84168219
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
9729

PRISCILLA STREET
1 5/8"
12580569
1"
5/8"

POTABLE
ICONNECT TO EXISTING 8" WATER MAIN
9733

PRISCILLA STREET
1 5/8"
26907959
1"
5/8"

POTABLE
ICONNECT TO EXISTING 8" WATER MAIN
I
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I9719
EX. WM:�
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PRISCILLA ST.
0 9719 PRISCILLA I y
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1 9725 PRISCILLA
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EX. WM
PL"ISCILLA ST.

PRISCILLA
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EX. WM.
9733 PRISCILLA I
yz
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY. 9729 _ 4� ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY. P7SS PRISCILLA ST.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS. I I PRISCILLA ST.

QROFESS/p�
PLANS PREPARED BY:

DESIGNED BY: STANTEC
3/6/26
No
Underground Service Alert
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38 TECHNOLOGY DRIVE, STE #200
DRAWN BY: STANTEC
3/6/26
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IRVINE, CA 92618
CHECKED BY: STANTEC
3/6/26
Call: TOLL FREE
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(949) 923-6000 TEL
*
No. 63132
*
(949) 923-6121 FAX
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CIViL
UNDER THE SUPERVISION OF:

APPROVED BY: 64892
3/6/26

TWO WORKING DAYS BEFORE YOU DIG
9T off`,
FpF CA��F
DANIEL J. HAYES, RCE ##63132
3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE
DATE

NAME & LICENSE NUMBER
DATE
ink rim me,

CONSTRUCTION NOTES
FA
PROTECT IN PLACE.

O
REMOVE/ABANDON EXISTING AND INSTALL NEW 1 " POTABLE WATER SERVICE, 5/8" METER, AND BOX PER DOWNEY DWG. NO. 1-W.
18 REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE. 19 INSTALL NEW 8" CL 52 DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
23 ISOLATE, CUT, AND DEWATER EXISTING 6" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN PER DETAIL "Al" ON SHEET 13. 24 ISOLATE, CUT AND DEWATER EXISTING 6" MAIN; AND
ABANDON/PLUG REMAINING PORTION OF EXISTING 6" MAIN PER
DETAIL "A2" ON SHEET 13.
25 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "AY ON SHEET 13. 26 CONNECT NEW 8" MAINS PER DETAIL "A4" ON SHEET 13.
27 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "A5" ON SHEET 13. 28 CONNECT NEW 8" MAINS PER DETAIL "A6" ON SHEET 13.
29 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN PER DETAIL "A7" ON SHEET 13. 30 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND RECONNECT EXISTING 8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 8" MAIN PER DETAIL "A8" ON SHEET 13.
31 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT EXISTING 8" MAIN TO EXISTING 4" MAIN PER DETAIL "A9" ON SHEET 13.
44 INSTALL NEW 8"x4" MJ TEE, 4 MJ C509 GATE VALVE, AND
ASSOCIATED MATERIALS PER DOWNEY DWG. NO. 5-W.
45 ISOLATE, CUT AND DEWATER EXISTING 4" DOMESTIC SERVICE LATERAL; AND INSTALL NEW 4" DOMESTIC SERVICE LATERAL; AND RECONNECT PER DETAIL "A24" ON SHEET 14.
49 REMOVE EXISTING AND INSTALL NEW 5/8" SENSUS IPERL
BACKFLOW BY-PASS WATER METER, MxU TOUCHPAD, AND MxU
MOUNTING BRACKET.
50 REMOVE EXISTING HYDRANT RISER FROM AND INCLUDING 90°

ELBOW TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF
FIRE HYDRANT LATERAL, AND REMOVE FIRE HYDRANT VALVE BOX. 51 HOT TAP EXISTING 8" MAIN WITH 8"x6" MJxFL TEE AND INSTALL NEW 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH
POTABLE WATER ID TAPE, AND JAMES JONES 3700-R FIRE
HYDRANT PER DOWNEY DWG. NO. 10-W.
53 INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE, AND JAMES
JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
55 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; REMOVE EXISTING HYDRANT ASSEMBLY FROM MAIN; INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" MJxFL HORIZONTAL BEND, 6" CL A
52 CIVIL DIP WITH POTABLE WATER ID TAPE "L-SHAPED" LATERAL �,. Z
AND JAMES JONES 3700-R FIRE HYDRANT PER DOWNEY DWG.

NO. 10-W.
63 PAINT PRIVATE FIRE HYDRANT WITH ONE COAT OF STANDARD WHITE (WH-1) AMERON AMERLOCK 2 VOC HIGH SOLIDS EPDXY
COATING AND TWO FINISH COATS OF SAFETY RED (RD-2) AMERON PSX 700 ENGINEERED SILOXANE COATING.

GRAPHIC SCALE
66 REMOVE EXISTING AND INSTALL NEW 3" RECYCLED WATER METER PER DOWNEY DWG. NO. 3-RW.
0 40
120 70
REMOVE AND REPLACE EXISTING CONCRETE.
81 INSTALL NEW 8" MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK SCALE: 1 " = 40'
PER DOWNEY DWG. NO. 7-W.
82 PLACE 1-SACK CEMENT SLURRY BACKFILL (100-E-100).

CITY

OF DOWNEY
VERT SCALE: "AS SHOWN"
DEPT. OF PUBLIC WORKS

UTILITIES DIVISION
HORIZ SCALE: "AS SHOWN"
CIP 18-10

BELLFLOWER BOULEVARD
3 17

WATER SYSTEM IMPROVEMENTS
(FOSTER ROAD TO

LAKEWOOD BOULEVARD)

SHEET OF SHEETS

FOSTER ROAD TO PRISCILLA STREET
DWG. NO. 3-49-37W
0 w
J
D
0 m
0 0

3.1 a
J
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0 0
0 O
w�
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o
J
w
J 0
J
W 66
m 0
0 (0
1C,4
c
a�
00 CONSTRUCTION NOTES
�A PROTECT IN PLACE.

O REMOVE EXISTING AND INSTALL NEW 1" CURB STOP, 1" POTABLE WATER METER, AND BOX PER DOWNEY DWG. NO. 1-W.

ANGELL STREET INTERSTATE 105 CENTURY FWY ADOREE STREET O REMOVE EXISTING AND INSTALL NEW 1" METER AND LID ONLY 67 =31 (REUSE EXISTING BOX) PER DOWNEY DWG. NO. 1-W.

Go
9 _.... — _______________ ____ ____ 17 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER o I i DOWNEY DWG. NO. 5-W.

I I I 58 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90°

ELBOW TO FIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES
17 58 I l} TI I 3700-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.

I A A 0 65 REMOVE EXISTING AND INSTALL NEW RECYCLED WATER VALVE BOX > cfl c0 r .... 000. PER DOWNEY DWG. NO. 5-RW.

O N� N B
65 + + + I I rn 'n
LOI
OOE (, (0 OE00,- e� E oD OE REMOVE EXISTING AND INSTALL NEW 3" RECYCLED METER, BOX, EL.L T. ,� °' I � °' � °' � �.> � > + ADORE.-��-� a o � •�• >, 1 / z > _ i AND 3 MJ C509 GATE VALVE PER DOWNEY DWG. NO. 3-RW. 6 I
6 13038
4 BELLFLOWER TOLD,
ml =1 4 4 ;1 KOTA =1 nza ;101R] 4 ATZA WN
BELLFLOWER BOULEVARD - WEST SIDE - Priscilla Street to Borson Street

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS

BELLFLOWER BOULEVARD (CITY IRRIGATION)
1 67
1 3"
1 1471760
11 1
1 1 RECYCLED

BELLFLOWER

BOULEVARD
- EAST
SIDE - Priscilla
Street to
Borson Street

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
13052

BELLFLOWER BOULEVARD
6 1"
56661694
---
1"

POTABLE
13046

BELLFLOWER BOULEVARD
6 1"
56661691
---
1"

POTABLE
13038

BELLFLOWER BOULEVARD
4 1"
2483847
---
1"

POTABLE
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS. 1 1
-1 i I -

ADOREE STREET

GRAPHIC SCALE
40 0 40 120
SCALE: 1 " = 40'
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CONSTRUCT '128.9 LF 8-INCH
CL 52 CIVIL DIP WITH 00T
r
LINE:

L=1 15.6'
3LE WATER PIPELINE
WATER ID` TAPE

CONSTRUCTION NOTES
-.....
.
.. .
�A PROTECT IN PLACE.

I

O REMOVE/ ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX

FROM MAIN
�—._
17 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER
- --
... -
DOWNEY DWG. NO. 5-W.

C $"_W
.....
19 INSTALL NEW 8" CL 52 DIP WITH POTABLE WATER ID TAPE PER xTOP.

I ...

DOWNEY DWG. NO. 12-W.

SUfED)
--
----.
...........
32 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW ._
<<���
8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "A10" ON SHEET 13. .. .
....... ....
_. f ........_ "--
..._ ; -- :...............
33 ISOLATE, CUT AND DEWATER EXISTING 4" MAIN; AND CONNECT -
.......
...... .......
.....

NEW 8" MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG
....

REMAINING PORTION OF EXISTING 4" MAIN PER DETAIL "All" " ON z
SHEET 13
o w
+
ai
o; o
I
€
55 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; REMOVE EXISTING o°
r, $
HYDRANT ASSEMBLY FROM MAIN; INSTALL NEW 8"x6" MJxFL TEE, Q
6" MJxFL C509 GATE VALVE, 6" MJxFL HORIZONTAL BEND, 6" CL x��.
�,
a
52 CIVIL DIP WITH POTABLE WATER ID TAPE "L-SHAPED" LATERAL ar ---
AND DAMES JONES 3700-R FIRE HYDRANT PER DOWNEY DWG.
0 <
NO. 10-W.
81 INSTALL NEW 8" MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK rN
a ci
..... Lij
....
......
....

PER DOWNEY DWG. NO. 7-W.

N-�
m�--
z
0 82 PLACE 1-SACK CEMENT SLURRY BACKFILL (100-E-100).
d...
.....
o0.......,
_
_Ld
SCALE:

HORIZ: 1 "=40'
VERT: 1 "=4'
C91:1A51117_1 N&IIIIIIIIIINAAI
BELLFLOWER BOULEVARD - WEST SIDE - Borson Street to Imperial Highway

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
12801

BELLFLOWER BOULEVARD
A
1"
82205605
---
---
---
85306664

POTABLE

PROTECT IN PLACE
12757

BELLFLOWER BOULEVARD
A
5/8"
81665598
---
---
---
85306692

POTABLE

PROTECT IN PLACE
12747

BELLFLOWER BOULEVARD
A
5/8"
81665589
---
---
---
85575380

POTABLE

PROTECT IN PLACE
12745

BELLFLOWER BOULEVARD
A
5/8"
81665591
---
---
---
85576460

POTABLE

PROTECT IN PLACE
12741

BELLFLOWER BOULEVARD (CITY IRRIGATION)
A
1"
82205604
---
---
---
85576034

POTABLE

PROTECT IN PLACE
12741

BELLFLOWER BOULEVARD
A
1-1/2"
82234419
---
---
---
85575926

POTABLE

PROTECT IN PLACE
12743

BELLFLOWER BOULEVARD
A
5/8"
81665587
---
---
---
85575984

POTABLE

PROTECT IN PLACE
12737

BELLFLOWER BOULEVARD
A
5/8"
81665588
---
---
---
85575954

POTABLE

PROTECT IN PLACE
12735

BELLFLOWER BOULEVARD
A
5/8"
81665590
---
---
---
85302114

POTABLE

PROTECT IN PLACE
12733

BELLFLOWER BOULEVARD
A
5/8"
81665592
---
---
---
85575848

POTABLE

IPROTECT IN PLACE
9454

IMPERIAL HIGHWAY
A
2"
82234439
---
---
---
8557600$
1 POTABLE

IPROTECT IN PLACE

BELLFLOWER

BOULEVARD
- EAST
SIDE - Borson
Street to Imperial
Highway

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS

BELLFLOWER BOULEVARD
9 2"
1161435
---
---
---

POTABLE

REMOVE/ABANDON
9501

IMPERIAL HIGHWAY (IRRIGATION)
A
2"
82234438
---
---
---
85576698

POTABLE

PROTECT IN PLACE
9501

IMPERIAL HIGHWAY
A
1-1/2"
82443478
---
---
---
85577390

POTABLE

PROTECT IN PLACE
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS.

I? ESS/p�
PLANS PREPARED BY:
38 TECHNOLOGY DRIVE, STE #200
Underground Service Alert
����° ��� J. 'y
�Z
Stantec IRVINE, CA 92618
Call: TOLL FREE
(949) 923-6000 TEL
No. 63132
* *
(949) 923-6121 FAX
UNDER THE SUPERVISION OF:
811

TWO WORKING DAYS BEFORE YOU DIG
CIVIL o�`,P

FOF CALF
DANIEL J. HAYES, RCE #63132 3/6/26

NAME &LICENSE NUMBER DATE
DESIGNED BY: STANTEC
DRAWN BY: STANTEC
CHECKED BY: STANTEC

BELLFLOWER BOULEVARD
3/6/26
3/6/26
3/6/26
APPROVED BY: 64892 3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE DATE O
N
r to
Q ~
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GRAPHIC SCALE
40 0 40 120
SCALE: 1 " = 40'
No REVISION DATE BY APP CITY OF DOWNEY
DEPT. OF PUBLIC WORKS UTILITIES DIVISION
CIP 18-10 BELLFLOWER BOULEVARD

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD)

BORSON STREET TO IMPERIAL HIGHWAY
VERT SCALE: "AS SHOWN"
HORIZ SCALE: "AS SHOWN"
SHEET 5 OF 17 SHEETS
DWG. NO. 3-49-37W
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CONSTRUCTION NOTES
X.'2" TS
EX 6" GAS
Q 39" T.O.P.

EX. 12" V
36" T.O. P
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$1 T.O.P.

IN

SURFACE
SUMED
_X 2
A
NSTRL CT 1L 12 INCH POTABLE WATER PIPELIN
...,4,,,.,.,.. .... ..... ....... . ' w .. ...:i.. ...... ... .......

CL 52 ��ML DI WITH POTABLE WATER ID TAPE
W [(( w c
i- O 0
UJ
12345
BELLFLOWER BLVD. >
wM14 4 42 961TA ma :-Loll] 4ATIA111 N
QROFESS�pNo
PLANS PREPARED BY:

DESIGNED BY:

STANTEC
3/6/26
Underground Service Alert
���°���- J. ti �6N
38 TECHNOLOGY
DRIVE, STE #200
DRAWN BY:

STANTEC
3/6/26
_
`� lr�ll
(3 Stantec
IRVINE, CA 92618
CHECKED BY:

STANTEC
3/6/26
Call: TOLL FREE
(949) 923-6000 TEL
*
No. 63132
*
(949) 923-6121 FAX
811
\P
CIVA_
UNDER THE SUPERVISION OF:

APPROVED BY:
64892
3/6/26

TWO WORKING DAYS BEFORE YOU DIG
�T off`,
FpFCAL�F
DANIEL J. HAYES, RCE ##63132
3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE
DATE

NAME &LICENSE NUMBER
DATE
SCALE:

HORIZ: 1 "=40'
VERT: 1 "=4'
❑A PROTECT IN PLACE.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1 " METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2" METER, AND BOX PER DOWNEY DWG. NO. 2-W.

O REMOVE/ ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX FROM MAIN.
15 REMOVE EXISTING AND INSTALL NEW 4" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 3-W.
17 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER
DOWNEY DWG. NO. 5-W.
18 REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE. 20 INSTALL NEW 12" CL 52 DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
22 INSTALL NEW 12" MJ 90° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7-W.
34 ISOLATE, CUT AND DEWATER EXISTING 12" MAIN; AND CONNECT NEW 12" MAIN TO EXISTING 12" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 12" MAIN PER DETAIL "Al2" ON SHEET 13.
35 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND CONNECT NEW 12" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 8" MAIN PER DETAIL "A13" ON SHEET 13.
36 ISOLATE, CUT AND DEWATER EXISTING 12" MAIN; AND CONNECT NEW 12" MAIN TO EXISTING 12" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 12" MAIN PER DETAIL "A14" ON SHEET 13.
63 PAINT PRIVATE FIRE HYDRANT WITH ONE COAT OF STANDARD WHITE (WH-1) AMERON AMERLOCK 2 VOC HIGH SOLIDS EPDXY
COATING AND TWO FINISH COATS OF SAFETY RED (RD-2) AMERON PSX 700 ENGINEERED SILOXANE COATING.
72 INSTALL NEW SENSUS 5/8" IPERL BACKFLOW BY-PASS WATER METER, MxU TOUCHPAD, AND MxU MOUNTING BRACKET ON
EXISTING FIRE SERVICE BACKFLOW.
76 ISOLATE, CUT, AND DEWATER EXISTING 8" MAIN; REMOVE EXISTING FIRE HYDRANT ASSEMBLY FROM MAIN AND INSTALL NEW 8%6"
MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE
HYDRANT PER DOWNEY DWG. NO. 10-W.
77 INSTALL NEW 12"x6" MJXFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE (REUSE EXISTING FIRE HYDRANT HEAD) PER DOWNEY DWG. NO. 10-W.
82 PLACE 1-SACK CEMENT SLURRY BACKFILL (100-E-100).
83 INSTALL NEW 12" MJ 45° DIP VERTICAL BEND AND ANCHOR
BLOCK PER DOWNEY DWG. NO. 7-W.

A
jam; - Z T""'■--
T

GRAPHIC SCALE
40 0 40 120
SCALE: 1 " = 40'
REVISION DATE BY APP I CITY OF DOWNEY VERT SCALE: "AS SHOWN„ DEPT. OF PUBLIC WORKS UTILITIES DIVISION HORIZ SCALE: "AS SHOWN" CIP 18-10 BELLFLOWER BOULEVARD
SHEET 6 OF 17 SHEETS

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD) IMPERIAL HIGHWAY TO CONGRESSMAN STEVE HORN WAY DWG. NO. 3-49-37W o
o;
Q
o �.

Q 0
0 W �
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:14 4 4 2 ff 61TA =1 :A MM-10111 4 AT/mIll :4
BELLFLOWER BOULEVARD - WEST SIDE - Congressman Steve Horn Way to Washburn Road

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
12323

BELLFLOWER BOULEVARD
5 1it
2506556
1"

POTABLE

BELLFLOWER BOULEVARD (CITY IRRIGATION)
A
2"
91654733
---
---
57910080

RECYCLED

PROTECT IN PLACE

BELLFLOWER

BOULEVARD
- EAST SIDE
- Congressman
Steve
Horn Way to
Washburn Road

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS

BELLFLOWER BOULEVARD (CITY IRRIGATION)
68 3"
66096704
---
---
90056890

RECYCLED
12254
BELLFLOWER BOULEVARD (8" FS DC)
46 5/8"
4188678
---
---
---
FIRE

REMOVE/ABANDON
12254
BELLFLOWER BOULEVARD (8" FS DCDA)
46 5/8"
78268516
FIRE
12254

BELLFLOWER BOULEVARD
46 4"
73925722
---
---
131148172

POTABLE

PROTECT IN PLACE
12200

BELLFLOWER BOULEVARD
12 311
1361732

POTABLE
12200
BELLFLOWER BOULEVARD (8" FS DC)
47 5/8"
3393160
FIRE
12140
BELLFLOWER BOULEVARD (6" FS DCDA)
A
5/8"
101341927
141741396
FIRE

BY OTHERS
12140

BELLFLOWER BOULEVARD
A
1"
82781878
---
---
58141412

POTABLE

PROTECT IN PLACE
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS.

CONSTRUCTION NOTES
�A PROTECT IN PLACE.

O REMOVE EXISTING AND INSTALL NEW 1 " POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 1-W.
12 REMOVE EXISTING AND INSTALL NEW 4" POTABLE WATER SERVICE AND 3" METER PER DOWNEY DWG. NO. 3-W.
17 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER
DOWNEY DWG. NO. 5-W.
46 ISOLATE, CUT AND DEWATER EXISTING 8" FIRE SERVICE LATERAL; AND RECONNECT PER DETAIL "B1" ON SHEET 15.
47 ISOLATE, CUT AND DEWATER EXISTING 8" FIRE SERVICE LATERAL; AND INSTALL NEW 8" FIRE SERVICE LATERAL; AND RECONNECT
PER DETAIL "132" ON SHEET 15.
57 ISOLATE, CUT AND DEWATER EXISTING 12" MAIN; REMOVE EXISTING HYDRANT ASSEMBLY FROM MAIN; AND INSTALL NEW 12"x6" MJ
TEE, 6" CL 52 CML DIP WITH POTABLE WATER ID TAPE
"L-SHAPED" LATERAL, 6" MJxFL HORIZONTAL BEND, 6" FLxMJ
GATE VALVE, AND JAMES JONES 3775-R FIRE HYDRANT PER
DOWNEY DWG. NO. 10-W.
59 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90°

ELBOW TO FIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES
3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
64 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER
COMBINATION AIR RELEASE AND VACUUM VALVE PER DOWNEY DWG.

NO. 9-W.
68 REMOVE EXISTING AND INSTALL NEW 3" RECYCLED WATER METER BOX (REUSE EXISTING METER) PER DOWNEY DWG. NO. 3-RW.
69 REMOVE EXISTING AND INSTALL NEW 2" RECYCLED WATER

COMBINATION AIR RELEASE AND VACUUM VALVE AND ENCLOSURE
PER DOWNEY DWG. NO. 9-RW.
74 ISOLATE, CUT, AND DEWATER EXISTING 12" MAIN; REMOVE
EXISTING TEE AND VALVE BOX TO ABANDON VALVE IN PLACE.

GRAPHIC SCALE
40 0 40 120
SCALE: 1 " = 40'
O Us
H
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I 75
12074 12074 12070 12060 '12055 12055
KEWOOD BLVD. LAKEWOOD BLVD. o LAKEWOOD BLVD. LAKEWOOD BLVD. LAKEWOOD BLVD. LAKEWOOD BLVD.

Q
CD A
,1 2052

LAKEWOOD E LV
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9203 WASHBURN RD. A 0 5 L: 1
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1 1
12 040.12054 12044 120 2-2055 202 1 1 120 ° 0.. 1� € 1 11015 11020 1 Uj I
E� .L�_LOWE ....` D, � BELLF1.... W ,. BLVD. . EL. IFLOWER LooM I BELLFLOWER LL L D,, i BELLFLOWER BLVD. i � � � I ELLf..10 ER BLVD, 1 BELLFLOWER BLVD. IcoI

WASHBURN ROAD ELM VISTA DRIVE CONSTRUCTION NOTES
�A PROTECT IN PLACE.

O REMOVE EXISTING AND INSTALL NEW 1 " POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 1—W.

O REMOVE EXISTING AND INSTALL NEW 1 " METER AND LID ONLY (REUSE EXISTING BOX) PER DOWNEY DWG. NO. 1—W.
10 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 2—W.
75 REMOVE EXISTING AND INSTALL NEW 3" RECYCLED WATER METER AND BOX PER DOWNEY DWG. NO. 3—RW.

BELLFLOWER BOULEVARD - WEST SIDE - Washburn Road to Stewart and Gray Road

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS

BELLFLOWER BOULEVARD (IRRIGATION)
75 2"
95886385
---
2"

RECYCLED

BELLFLOWER

BOULEVARD
- WEST
SIDE - Washburn
Road to Stewart
and Gray
Road

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

NEW MXU
NO.

TYPE

COMMENTS
12048

BELLFLOWER BOULEVARD
6 1"
95390431
---
1"

POTABLE
12044

BELLFLOWER BOULEVARD
10 2"
1109093
---
2"

POTABLE
12038

BELLFLOWER BOULEVARD
6 1"
104963
---
1"

POTABLE
12036

BELLFLOWER BOULEVARD
6 1"
104964
---
1"

POTABLE
12034

BELLFLOWER BOULEVARD
6 1"
1109857
---
1"

POTABLE
12032

BELLFLOWER BOULEVARD
6 1"
104965
---
1"

POTABLE
12024

BELLFLOWER BOULEVARD
10 2"
1109095
---
2"

POTABLE
12020

BELLFLOWER BOULEVARD
6 1"
104966
---
1"

POTABLE
12010

BELLFLOWER BOULEVARD
10 2"
1109092
---
2"

POTABLE
12006

BELLFLOWER BOULEVARD
5 1"
1109852
---
1"

POTABLE
9202

ELM VISTA DRIVE
5 1"
1109854
---
1"

POTABLE
11944

BELLFLOWER BOULEVARD
10 2"
1109094
---
2"

POTABLE
11934

BELLFLOWER BOULEVARD
10 2"
1109091
---
2"

POTABLE
11926

BELLFLOWER BOULEVARD
10 2"
1109096
---
2"

POTABLE
11918

BELLFLOWER BOULEVARD
10 2"
1109090
---
2"

POTABLE
11914

BELLFLOWER BOULEVARD
10 2"
1109089
---
2"

POTABLE
11908

BELLFLOWER BOULEVARD
6 1"
1109853
---
1"

POTABLE
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS.

GRAPHIC SCALE
40 0 40 120
SCALE: 1 " = 40'
0 o:
a
W
J
D
O
m
0 O
0 W
a
J
O
0 �
0 o
0_ O
0_ O
W
� C
O 0
Z
W gpk
� (Ek
O
G! C@3
a a�
UJ
0 r a
W O
F O
a
0 Q O
> Ca
J
O m7
O
m
G_
LU
O
J
W
J pLo
J
W 65
ma

CONSTRUCTION NOTES
E
W
W
CO
:4 4 4 J KOWA :4 :A mm-161011 4 AT/mIlm"I :14
BELLFLOWER BOULEVARD - WEST SIDE - Stewart and Gray Road to Buckles Street

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

NEW MXU
NO.

TYPE

COMMENTS

BELLFLOWER BOULEVARD (CITY IRRIGATION)
A
2"
1109195
---
---
---
---

RECYCLED

PROTECT IN PLACE
11755

BELLFLOWER BOULEVARD
1 5/8"
20831551
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11751

BELLFLOWER BOULEVARD
2 5/8"
28756825
---
5/8"

POTABLE
11739

BELLFLOWER BOULEVARD
4 1"
27708199
---
1"

POTABLE
11733-35

BELLFLOWER BOULEVARD
4 1"
942724652
---
1"

POTABLE
11729

BELLFLOWER BOULEVARD
2 5/8"
2092473
---
5/8"

POTABLE
11723

BELLFLOWER BOULEVARD
2 5/8"
2248657
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11719

BELLFLOWER BOULEVARD
2 5/8"
35474508
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11715

BELLFLOWER BOULEVARD
6 1"
70874305
---

POTABLE
11701

BELLFLOWER BOULEVARD
11 2"
2784939
---

POTABLE
BELLFLOWER BOULEVARD - EAST SIDE - Stewart and Gray Road to Buckles Street

ADDRESS

CONSTRUCTION
NOTES
EX., METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

NEW MXU
NO.

TYPE

COMMENTS
11904

BELLFLOWER BOULEVARD
6 1"
1109851
---
1"
---
---

POTABLE

BELLFLOWER BOULEVARD (IRRIGATION)

RECYCLED

PROTECT IN PLACE
11750

BELLFLOWER BOULEVARD
1 5/8"
28756854
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11746

BELLFLOWER BOULEVARD
1 5/8"
90587671
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11742

BELLFLOWER BOULEVARD
1 5/8"
30343982
1"
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11740

BELLFLOWER BOULEVARD
7 1-1/2"
99325124

1.5"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11724

BELLFLOWER BOULEVARD
11 2"
1229791
2"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11714

BELLFLOWER BOULEVARD
8 2"
101141588
2"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11706-08

BELLFLOWER BOULEVARD
1 1
5/8"
93070963
5/8"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11702

BELLFLOWER BOULEVARD
1 7

1.5"
93290477
2"

1.5"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS. 0 LO
to
LO
r
h
F
W
W
t!�
�A PROTECT IN PLACE.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/8" METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE EXISTING AND INSTALL NEW CURB STOP, 5/8" POTABLE WATER METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE EXISTING AND INSTALL NEW 1" CURB STOP, 1" POTABLE WATER METER, AND BOX PER DOWNEY DWG. NO. 1-W.

O REMOVE EXISTING AND INSTALL NEW 1" METER AND LID ONLY (REUSE EXISTING BOX) PER DOWNEY DWG. NO. 1-W.

O7 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1.5" METER, AND BOX PER DOWNEY DWG. NO. 2-W.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2" METER, AND BOX PER DOWNEY DWG. NO. 2-W.
11 REMOVE EXISTING AND INSTALL NEW 2" CURB STOP, 2" POTABLE WATER METER, AND BOX PER DOWNEY DWG. NO. 2-W.
16 INSTALL NEW 1" COPPER BUILDING SUPPLY LINE DOWNSTREAM OF

NEW WATER METER UP TO CLOSEST HOSE BIBB AND REMOVE

BACKYARD WATER SOURCE CONNECTION TO OLD METER TO BE
REMOVED.
55 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; REMOVE EXISTING HYDRANT ASSEMBLY FROM MAIN; INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" MJxFL HORIZONTAL BEND, 6" CL 52 CML DIP WITH POTABLE WATER ID TAPE "L-SHAPED" LATERAL AND JAMES JONES 3700-R FIRE HYDRANT PER DOWNEY DWG.

NO. 10-W.
65 REMOVE EXISTING AND INSTALL NEW RECYCLED WATER VALVE BOX PER DOWNEY DWG. NO. 5-RW.

GRAPHIC SCALE
4! 0 4! 120
SCALE: 1 •!
0 of
a
w
J
D
0 m
0 0
O

3.1 a
J
O Us
2 0
o
Of O
(if O
LU 1
o0
z;
2 o >�,1
a m
UJ
r
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W O
O
n
�W
ON
Q O
>N
O m7
O
m
x
Lil <
OCq
J Cq
j
J
J
W co
m 0

156+00
ED
Li c
w
o
`'-
:Z CD-
=115' 71-1 L=23'
157+00

BUCKLES STREET
MED)Cn
160+00
M=I :4 4 0 a AT
iris mTo] ATZ •I N
QROFESS/p�
PLANS PREPARED BY:
38 TECHNOLOGY DRIVE, STE #200
Underground Service Alert
����° ��� J. 'y
�� �Z
� P�
`�
(I Stantec IRVINE, CA 92618
Call: TOLL FREE
�
(949) 923-6000 TEL
No. 63132
* *
(949) 923-6121 FAX
UNDER THE SUPERVISION OF:
81 1

TWO WORKING DAYS BEFORE YOU DIG
F CCIVII o�`,P
FpALF
DANIEL J. HAYES, RCE ##63132 3/6/26

NAME & LICENSE NUMBER DATE
DESIGNED BY: STANTEC
DRAWN BY: STANTEC
CHECKED BY: STANTEC
SCALE:

HORIZ: 1 "=40'
VERT: 1 "=4'

CONSTRUCTION NOTES
�A PROTECT IN PLACE.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1 " METER, AND BOX PER DOWNEY DWG. NO. 1—W.

O7 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1.5" METER, AND BOX PER DOWNEY DWG. NO. 2—W.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2" METER, AND BOX PER DOWNEY DWG. NO. 2—W.
16 INSTALL NEW 1 " COPPER BUILDING SUPPLY LINE DOWNSTREAM OF

NEW WATER METER UP TO CLOSEST HOSE BIBB AND REMOVE

BACKYARD WATER SOURCE CONNECTION TO OLD METER TO BE
REMOVED.
18 REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE. 19 INSTALL NEW 8" CL 52 DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12—W.
21 INSTALL NEW 8" MJ 45° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7—W.
37 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN AND 6" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6" MAIN PER DETAIL "A15" ON SHEET 13.
38 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6" MAIN PER DETAIL "A16" ON SHEET 13. 44 INSTALL NEW 8"x4" MJ TEE, 4 MJ C509 GATE VALVE, AND
ASSOCIATED MATERIALS PER DOWNEY DWG. NO. 5—W.
49 REMOVE EXISTING AND INSTALL NEW 5/8" SENSUS IPERL
BACKFLOW BY—PASS WATER METER, MxU TOUCHPAD, AND MxU
MOUNTING BRACKET.
50 REMOVE EXISTING HYDRANT RISER FROM AND INCLUDING 90°

ELBOW TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF
FIRE HYDRANT LATERAL, AND REMOVE FIRE HYDRANT VALVE BOX. 52 INSTALL NEW 8"x6" MJxFL TEE, 6" MJxFL C509 GATE VALVE, 6" CL 52 CIVIL DIP WITH POTABLE WATER ID TAPE, AND JAMES
JONES 3700—R FIRE HYDRANT PER DOWNEY DWG. NO. 10—W.
61 ISOLATE AND DEWATER EXISTING FIRE HYDRANT LATERAL: REMOVE EXISTING AND INSTALL NEW 6" FL CL 53 SPOOL PER DOWNEY
DWG. NO. 10—W.
80 ISOLATE, CUT, AND DEWATER EXISTING 4" DOMESTIC SERVICE LATERAL AND RECONNECT PER DETAIL "A25" ON SHEET 14.
81 INSTALL NEW 8" MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7—W.
82 PLACE 1—SACK CEMENT SLURRY BACKFILL (100—E-100).

BELLFLOWER BOULEVARD - WEST SIDE - Buckles Street to STA. 161+00

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
9067
BUCKLES ST.

A
5/8"
27926384
---
---
---
---

POTABLE

PROTECT IN PLACE
11661

BELLFLOWER BOULEVARD
A
5/8"
31822155
---
---
---
---

POTABLE

PROTECT IN PLACE
11637

BELLFLOWER BOULEVARD
80 3"
1191814
4"
3"

POTABLE
CONNECT TO NEW 8" WATER MAIN

BELLFLOWER

BOULEVARD
- EAST SIDE
- Buckles
Street to STA.
161+00

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
11654

BELLFLOWER BOULEVARD
3 1"
31965957
1"
1"

POTABLE
CONNECT TO NEW 8" WATER MAIN
11648

BELLFLOWER BOULEVARD
7 1.5"
73699563
2"

1.5"

POTABLE
CONNECT TO NEW 8" WATER MAIN
11644

BELLFLOWER BOULEVARD
8 2"
70507100
2"
2"

POTABLE
CONNECT TO NEW 8" WATER MAIN
11638

BELLFLOWER BOULEVARD
8 2"
1132178
2"
2"

POTABLE
CONNECT TO NEW 8" WATER MAIN
1162$

BELLFLOWER BOULEVARD
7 1.5"
85725743
2"

1.5"

POTABLE
CONNECT TO NEW 8" WATER MAIN
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS. 3/6/26
3/6/26
3/6/26
APPROVED BY: 64892 3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE DATE Z/

GRAPHIC SCALE
40 0 40 120
SCALE: 1 " = 40'
No REVISION DATE BY APP CITY OF DOWNEY
DEPT. OF PUBLIC WORKS UTILITIES DIVISION
CIP 18-10 BELLFLOWER BOULEVARD

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD) BUCKLES STREET TO STA 161 +00
VERT SCALE: "AS SHOWN"
HORIZ SCALE: "AS SHOWN"
SHEET 10 OF 17 SHEETS
DWG. NO. 3-49-37W
S
w
J
D
O
m
0 O
O

3.1 Y
a
J
O cp
O �
Q
O co
(if 0
w
� C
O 0
z
W gpk
� (Ek
O
�' QS
a a�
UC
N
r a
W O
F 0
a
o
a0
> �a
J
O m7
O
m
W
00 J
W C;j
J 0
J
w
m

CONSTRUCTION NOTES
m
Imm
Uj
UU
"
Gl
z
+ €—
_
N
woo
Q- y
w
d p
cos
rn
i7o
o
�'
.. C/)
r .
z
SLIMED
❑A PROTECT IN PLACE.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/8" METER, AND BOX PER DOWNEY DWG. NO. 1—W.

O REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1" METER, AND BOX PER DOWNEY DWG. NO. 1—W.

O7 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1.5" METER, AND BOX PER DOWNEY DWG. NO. 2—W.
10 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 2—W.
16 INSTALL NEW 1" COPPER BUILDING SUPPLY LINE DOWNSTREAM OF

NEW WATER METER UP TO CLOSEST HOSE BIBB AND REMOVE

BACKYARD WATER SOURCE CONNECTION TO OLD METER TO BE
REMOVED.
19 INSTALL NEW 8" CL 52 DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12—W.
39 ISOLATE, CUT AND DEWATER EXISTING 8" MAIN; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN PER DETAIL "A17" ON SHEET 13. 40 ISOLATE, CUT AND DEWATER EXISTING MAINS; AND CONNECT NEW 8" MAIN TO EXISTING 8" MAIN AND EXISTING 8" MAIN PER DETAIL "A18" ON SHEET 13.
61 ISOLATE AND DEWATER EXISTING FIRE HYDRANT LATERAL: REMOVE EXISTING AND INSTALL NEW 6" FL CL 53 SPOOL PER DOWNEY
DWG. NO. 10—W.
81 INSTALL NEW 8" MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7—W.

TRUCT 244 LF 8—INCH POTABLE WATER PIPELINE 82 PLACE 1—SACK CEMENT SLURRY BACKFILL (100—E-100).

L 52 CML R WITH POTABLE WATER ID TAPE I
i

HALL ROAD
:4 4 4 2 1901714
Underground Service Alert
Call: TOLL FREE
1410

TWO WORKING DAYS BEFORE YOU DIG
QROFESS/p�
J.
o� �U m
* No. 63132
VA -
CI
SCALE:

HORIZ: 1 "=40'
VERT: 1 "=4'
Imm
w
w
PLANS PREPARED BY: DESIGNED BY: STANTEC
38 TECHNOLOGY DRIVE, STE #200 DRAWN BY: STANTEC
IRVINE, CA 92618 CHECKED Y: STANTEC
Stantec (949) 923-6000 TEL
(949) 923-6121 FAX
BELLFLOWER BOULEVARD - WEST SIDE - STA. 161+00 TO 165+50

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
11610

BELLFLOWER BOULEVARD
10 2"
34799062
---
2"

POTABLE
CONNECT TO EXISTING 8" WATER MAIN
11531

BELLFLOWER BOULEVARD
1 5/8"
21867782
5/8"
---
---

POTABLE
11523

BELLFLOWER BOULEVARD
3 1"
42724650
1"
---
---
---

POTABLE
CONNECT TO EXISTING 8" WATER MAIN

BELLFLOWER

BOULEVARD
- EAST SIDE
- STA. 161+00
TO 165+50

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW SERVICE
SIZE

NEW METER
SIZE

NEW METER
NO.

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
11622

BELLFLOWER BOULEVARD
7 1.5"
85938695
2"

1.5"

POTABLE
CONNECT TO NEW 8" WATER MAIN
11620

BELLFLOWER BOULEVARD
7 1.5"
70863493
2"

1.5"

POTABLE
CONNECT TO NEW 8" WATER MAIN
11614

BELLFLOWER BOULEVARD
7 1.5"
85725742
2"

1.5"

POTABLE
CONNECT TO NEW 8" WATER MAIN
11610

BELLFLOWER BOULEVARD
7 1.5"
85938693
2"

1.5"

POTABLE
CONNECT TO NEW 8" WATER MAIN
11604

BELLFLOWER BOULEVARD
7 1.5"
85725741
1 2"

1.5"

POTABLE
CONNECT TO NEW 8" WATER MAIN
9049

ALL ROAD
A
5/8"
86673898
1 ---
---
---
---
---

POTABLE

PROTECT IN PLACE
* NOTE:

ALL WATER METERS REMOVED SHALL BE SALVAGED TO CITY UTILITIES YARD. CONTRACTOR TO COORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT OF METERS AND BOXES TO PROPOSED FINISHED GRADE AS NECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS. 3/6/26
3/6/26
3/6/26
UNDER THE SUPERVISION OF: APPROVED BY: 64892 3/6/26
DANIEL J. HAYES, RCE #63132 3/6/26 DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE DATE

NAME & LICENSE NUMBER DATE

GRAPHIC SCALE
40 0 40 120
SCALE: 1 " = 40'
No REVISION DATE BY APP CITY OF DOWNEY
DEPT. OF PUBLIC WORKS UTILITIES DIVISION
CIP 18-10 BELLFLOWER BOULEVARD

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD) STA 161 +00 TO HALL ROAD
VERT SCALE: "AS SHOWN"
HORIZ SCALE: "AS SHOWN"

SHEET OF SHEETS
ON
A:
i
W �
00 U
z
L
W-
> I
O
d cta
C
Uj
� E
W 0
0 Q '
o�
a0
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J
O
m
Ld<
O00
—I
U-
J
W
W
o�
i�
0 a 'z,
00 " T. � 0.P.

EX. SU
N
00 LLJ
DE
LLJ
������ ������ ������
~~���.�� �~��.�� �"�.��

LAKEWOOD OD BOULEVARD
EVARD

LAKEWOOD
DI
18 00
1150
9006
MARGARET ST.
/ IOWA STREET BELLFLOWER BOULEVARD
i VA
CL 52 CMLIDIP WITH POTABLE WATER ID TAPE| -|- | O152CIVIL: DIP: WITH POTABLE WATER||D' CONSTRUCTION �U���������
����N`���N N������ N N��N`� NOTES
U\ PROTECT IN PLACE.
(D
REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/�" METER, AND BOX PER DOVNEY DWG. NO. 1-V. REMOVE EXISTING AND INSTALL NEW CURB STOP, 5/8^ POTABLE - WATER METER' AND BOX PER D0VVNEY DWG. NO. 1-VV.

REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER ' SERVICE, 1 " METER, AND BOX PER DOVVNEY DWG. NO. 1-VV. \ // REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1.5" METER' AND BOX PER DUVYNEY DWG. NO. 2-VY.

REMOVE EXISTING AND INSTALL NEW 3" POTABLE WATER METER, - 3" METER BOX, AND 3" MJxFL C508 GATE VALVE PER DOYYNEY

EX W DWG. NO. 3-YV.
(ASS UMED Vo/INSTALL NEW 1 , COPPER BUILDING SUPPLY LINE DOWNSTREAM OF `-' NEW WATER METER UP TO CLOSEST HOSE B|BB AND REMOVE

BACKYARD WATER SOURCE CONNECTION TO OLD METER TO BE
REMOVED.

VU/REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE.

V9/ |N3TALL NEW O" CL 52 DIP WITH POTABLE WATER |D TAPE PER - DOYYNEY DWG. NO. 12-YV.
co
/�}.
\�V|NSTALL NEW 8, WJ 457 DIP HORIZONTAL BEND AND THRUST `�� BLOCK PER DOVVNEY DWG. NO. 7-VV.
� ��
\�V ISOLATE, CUT AND DEW/g'ER EXISTING MAINS; AND CONNECT NEW�/ 8" MAIN TO EXISTING 8" MAIN; AND ABANDON/PLUG REMAINING /
PORTION OF EXISTING 4" MAIN PER DETAIL "A18" ON SHEET 13.

LLJ
/��
\��/|3OLATE, CUT AND DEWATER EXISTING 4" MAIN; AND CONNECT - NEW 8^ MAIN TO EXISTING 4" MAIN; AND ABANDON/PLUG
REMAINING PORTION OF EXISTING 4" ' MAIN PER DETAIL "A20" ON SHEET 13.

ISOLATE, CUT AND DEWATER EXISTING 8, MAIN; AND CONNECT NEW''� -- 8" MAIN TO EXISTING O" MAIN PER DETAIL "A23" ON SHEET 13. -'E ISOLATE, CUT AND DEWATER EXISTING 8, MAIN; AND RECONNECT - 0" FIRE SERVICE PER DETAIL "BY ON SHEET 15.

REMOVE EXISTING HYDRANT RISER FROM AND INCLUDING SO^
`.� ELBOW TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF FIRE HYDRANT LATERAL' AND REMOVE FIRE HYDRANT VALVE BOX. \3�/ INSTALL NEW 8,' xO, MJxFL TEE 0, WJxFL C509 GATE VALVE, O, -- CL 52 CIVIL DIP WITH POTABLE WATER |D TAPE' AND JAMES JONES 3700-R FIRE HYDRANT PER DOYVNEY DWG. NO. 10-YV.
\o�/ ISOLATE, CUT AND DEW/TER EXISTING 4" WATER SERVICE LATERAL; REMOVE EXISTING VALVE AND INSTALL NEW 4" MJ C509 GATE
VALVE PER DOYYNEY DWG. NO. 5-YY.

ISOLATE, CUT, AND DEWATER EXISTING 8, MAIN; INSTALL NEW - 8''x6" MJxFL TEE 6" WJxFL C509 GATE VALVE, O" CL 52 CIVIL DIP WITH POTABLE WATER |D TAPE AND JAME3 JONE3 3775-R
FIRE HYDRANT PER DOVVNEY DWG. NO. 10-VY.
\/m/ ISOLATE, CUT' AND DEWATER EXISTING 4" MAIN; AND CONNECT NEW -- O" MAIN TO EXISTING 4" MAIN PER DETAIL '.A21" ON SHEET 14. [7A>ISOLATE, CUT, AND DEW/g'ER EXISTING MAINS; AND RECONNECT EXISTING 10, MAIN TO EXISTING 10, , MAIN PER DETAIL A22, ON SHEET 14. \UV INSTALL NEW 8, WJ 45^ DIP VERTICAL BEND AND ANCHOR BLOCK -- PER DOVYNEY DWG. NO. 7-VY.

PLACE 1-SACK CEMENT SLURRY BACKF|LL /1OO-E-1OO\.
` '
U�4> " INSTALL NEW 8WJ 22�� DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
' |
BELLFLOWER BOULEVARD - WEST SIDE - STA. 165+50 to Lakewood Boulevard

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
11519

BELLFLOWER BOULEVARD
1 5/811
84000632
5/811

POTABLE
CONNECT TO EXISTING 8" WATER MAIN

BELLFLOWER

BOULEVARD
- EAST SIDE
- STA. 165+50
to Lakewood
Boulevard

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

MXU NO.

TYPE

COMMENTS
9023

IOWA STREET
1 5/81'
24596609
5/811

POTABLE
CONNECT TO EXISTING 4" WATER MAIN
11440

BELLFLOWER BOULEVARD
3 lot
13350939
lit

POTABLE
CONNECT TO NEW 8" WATER MAIN
11434TBELLFLOWER

BOULEVARD
1 3
1"
1 POTABLE
ICONNECT TO NEW 8" WATER MAIN
*N0TE:

ALL WATER METERS REMOVED SHALL 8ESALVAGED TUCITY UTILITIES YARD. CONTRACTOR TOCOORDINATE WITH CITY.

ALL WORK NOTED ABOVE INCLUDES ADJUSTMENT UFMETERS AND BOXES TOPROPOSED FINISHED GRADE ASNECESSARY.

NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS. �\�,OFESS/
PLANS PREPARED BY:

DESIGNED BY:

STANTEC
3/6/26
No
Underground Service Alert
J. 6N
38 TECHNOLOGY
DRIVE, STE #200
DRAWN BY:

STANTEC
3/6/26
lr�ll
(3 stantec
Call: TOLL FREE
(949) 923-6000 TEL
CIVI\-

TWO WORKING DAYS BEFORE YOU DIG
'�'OF C A
DANIEL J. HAYES, RCE #63132
3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE
DATE

NAME & LICENSE NUMBER
DATE
�����U|[` SCALE
��/`r`/ ///��
40 O 40 120
REVISION DATE BY APP I CITY OF DOWNEY VERT SCALE: "AS SHOWN" DEPT. OF PUBLIC WORKS UTILITIES DIVISION HORIZ SCALE: "AS SHOWN"

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD) HALL ROAD TO LAKEWOOD BOULEVARD DWG. NO. 3-49-37W

INSTALL NEW 8" CL 52

CML DIP,
z
8" SOLID SLEEVE, AND

CONNECT
Cn
TO EXISTING 8" MAIN.
z Q
NEW 8" CL 52 CML DIP
w w

PER SEPERATE BID
ITEM.
��
8-W a"W
w:D
7,
0 o
INSTALL NEW 8" MJ TEE,
(3) 8"
Q
MJ C509 GATE VALVES AND AND
r
_ ASSOCIATED MATERIALS.

INSTALL NEW 8" CL 52

CML DIP,
8" SOLID SLEEVE, AND

CONNECT
TO EXISTING 8" MAIN, .

CONNECTION TO 8" W
STA. 84+83

BELLFLOWER BOULEVARD AND FOSTER ROAD (WEST SIDE)

NOT TO SCALE
z C/)
ry w
w
r�z
z
�Qz
,Izz�
aq-
own
w Q
INSTALL NEW 4" SOLID
—

SLEEVE AND CONNECT
TO EXISTING 4" MAIN.

INSTALL NEW 8" X 4" MJ X FIL

REMOVE AND REPLACE CURB J

AND GUTTER, AND SIDEWALK TO
THE NEAREST WEAKEND JOINT.

AND ABANDON 4 MAIN.
-NEW 8'° C.Iv 52 .CML DIP

PER SEPARATE BID ITEM
STA. 89+25

BETWEEN BLECHER STREET AND PRISCILLA STREET (WEST SIDE)

NOT TO SCALE
INSTALL NEW 4" CL 52 CML DIP,
4" SOLID SLEEVE, AND CONNECT
TO EXISTING 4" MAIN.

INSTALL NEW 8" CL 52 CML DIF,
8" SOLID SLEEVE AND CONNECT
TO EXISTING 8" MAIN.

CONNECTION TO 8" W
�LMUVL LXIb I INb IIN I LNr LNIINU b MAIN;
AND 'INSTALL 'NEW 8" MJ X FL TEE, 8"
-L X MJ C509 GATE VALVE, 8" CL 52
M,[. DIP,- AND;ASSOCIATED MATERIALS.
jNSTALL NEW 8" CL 52 CML DIP,
8" SOLID SLEEVE AND CONNECT
TO EXISTING 8" MAIN.

STA. 91 +79

BELLFLOWER BOULEVARD AND PRISCILLA STREET (NORTH SIDE)

NOT TO SCALE
INSTALL NEW 6" CAP/PLUG

REMOVE EXISTING TEE AND GATE VALVE
AND INSTALL NEW 8" DIP WITH POTABLE
WATER ID TAPE AND (2) 8" SOLID SLEEVES.

ABANDONMENT OF 6" W
STA. 84+83

BELLFLOWER BOULEVARD AND FOSTER ROAD (EAST SIDE)

NOT TO SCALE
a"W a„w
NEW 8" CL 52 CML DIP

PER SEPARATE BID ITEM
INSTALL NEW 8" MJ TEE, (2)
8" MJ C509 GATE VALVES,
AND ASSOCIATED MATERIALS.

NEW 8" CL 52 CML DIP

PER SEPARATE BID ITEM
STA. 89+25

BETWEEN BLECHER STREET AND PRISCILLA SRTEET (EAST SIDE)

NOT TO SCALE

REMOVE INTERFERING MAIN

AND APPURTENANCES
CONNECTION TO 8" W
STA. 103+20

BELLFLOWER BOULEVARD AND DALEN STREET

NOT TO SCALE
I
I
INSTALL NEW 8" CL 52 CML DIP,
8"X4" MJ REDUCER, 4" SOLID SLEEVE,
AND CONNECT TO EXITING 4" ;MAIN.

INSTALL NEW 8"
CL 52 CML DIP.

INSTALL NEW 8" MJ 45°
DIP HORIZONTAL BEND.

NEW 8" CL 52 CML DIP
PER SEPERATE BID . ITEM.

CONNECTION TO 4" W
�--INSTALL NEW 8" MJ 45°
DIP HORIZONTAL BEND.

INSTALL NEW, 4" CAP/PLUG
AND ABANDON 4" MAIN.
\ REMOVE EXISTING
WATER VALVE BOX.

EXISTING 4" WATER
TO B'E. ABANDONED.

STA. 86+40

ALLEY BETWEEN FOSTER ROAD AND BELCHER STREET

NOT TO SCALE
INSTALL NEW 8" CL 52 CML DIP,
8" SOLID SLEEVE AND CONNECT
TO EXISTING 8" MAIN.

NEW 8" CL 52 CML DIP
PER SEPERATE BID ITEM.
8„W 8„W
INSTALL NEW 8" MJXFL TEE, 8" FL
GATE VALVE, (2) 8" MJ C509 GATE
VALVES, AND ASSOCIATED MATERIALS.

INSTALL NEW 8" CL 52 CML DIP, �
8" SOLID SLEEVE AND CONNECT
TO EXISTING 8" MAIN.

CONNECTION TO 8" W
z
aU)
�w
CD U
zz
_Q
ww
Q:fOf
� a-
z�
_Q
>o
0z
STA. 91 +06

BELLFLOWER BOULEVARD AND PRISCILLA STREET (EAST SIDE)

NOT TO SCALE
A3
co
\ N NEW 8" CL 52 CML DIP

PER SEPERATE BID ITEM
00 as
INSTALL NEW 8" MJ 45°
INSTALL NEW 4' CAP/PLUG DIP HORIZONTAL BEND.

AND ABANDON 4' MAIN. �I I '
NEW 8" CL 52 CML DIP
INSTALL NEW 8" MJ 45° PER SEPERATE BID ITEM
DIP HORIZONTAL BEND.

INSTALL NEW 8"X4" MJ REDUCER,
4" SOLID SLEEVE, AND CONNECT
TO EXISTING 4" MAIN.

CONNECTION TO 4" W
STA. 103+ 14

BORSON STREET

NOT TO SCALE
NEW 8" CL 52 CML DIP
PER SEPERATE BID ITEM.

INSTALL NEW 8" MJ TEE,
(2) 8" MJ C509 GATE

VALVES, AND ASSOCIATED
MATERIALS.
811W
7 NEW 8 CL 52 CML DIP
PER SEPERATE BID ITEM.

X
CONNECTION TO 8" W
STA. 86+40

BETWEEN FOSTER ROAD AND BELCHER STREET

NOT TO SCALE
\ /— NEW 8" CL 52 CML DIP
aIilk] 01N0:7_rIm 111101101,
------'—INSTALL NEW 8" CL 52 CML DIP,
8" SOLID SLEEVE AND CONNECT
TO EXISTING 8" MAIN.

STA. 91 +06

BELLFLOWER BOULEVARD AND PRISCILLA STREET (WEST SIDE)

NOT TO SCALE
INSTALL NEW 12" CL 52
CML DIP, 12'- SOLID
SLEEVE AND= OONNECT
TO EXISTING 12' MA,IN
CONNECTION TO 12" W
STA. 1 17+93

BELLFLOWER BOULEVARD AT INDEPENDENCE PARK (SOUTH SIDE)

NOT TO SCALE
®• QROFESS/pPLANS PREPARED BY: DESIGNED BY: STANTEC 3/6/26 No REVISION DATE BY APP CITY OF DOWNEY Fo J. 38 TECHNOLOGY DRIVE, STE #200 DRAWN BY: STANTEC 3/6/26 VERT SCALE: "AS SHOWN" Underground Service Alert tiF� ��� ��� q
® Qom' lF G2 IRVINE, CA 92618 CHECKED BY: STANTEC 3/6/26 DEPT. OF PUBLIC WORKS UTILITIES DIVISION HORIZ SCALE: "AS SHOWN" Call: TOLL FREE Stantec (949) 923-6000 TEL
CIP 18-10 BELLFLOWER BOULEVARD 13 17
® No. 63132 (949) 923-6121 FAX SHEET OF SHEETS
811 *� �* UNDER THE SUPERVISION OF: APPROVED BY: 64892 3/6/26 WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD) TWO WORKING DAYS BEFORE YOU DIG 9TF C1V1L ��� DANIEL J. HAYES, RCE #63132 3/6/26 DEPUTY DIRECTOR OF PUBLIC WORKS UTILITIES MANAGER RCE DATE POTABLE WATER RECONNECTION DETAILS DWG. NO. 3-49-37W

OF CALF NAME & LICENSE NUMBER DATE /
O
o�
am
00 �0
O
w U)
o0
z;
w
w
oI
a m
UJ
>-�
W -0
wf
w `�
o
a0
J
O m7
O
m

® . . . . . . . .........

INSTALL NEW 6" CL 52 CMI DIP REMOVE EXISTING INTERFERING 8" MAIN; AND
. ..... . ..
.................... .. . . . . . . . . . ....... . . .... .. .......... . ..

INSTALL NEW 8" CL 52 CIVIL DIP,
X
NEW
x
12 . . ..... CL 52 CIVIL DIP
6" SOLID SLEEVE AND CON] INSTALL NEW 8" FLXMJ C509 GATE �EC� FLXMJ C509 GATE VALVE, 8" X 6"
TO EXISTING "iM A I N.
�p FLXMJ ADAPTER AND ASSOCIATED
VALVE, 6"
FL TEE, 8"
MATERIALS.

X"
8" SOLID SLEEVE AND CONNECT
TO EXISTING 8" MAIN. INSTALL NEW (2) 4" MJ VERTICAL 45- REMOVE EXISTING INTERFERING 8"
DIP BENDS.

PER SEPERATE BID ITEM

REMOVE EXISTING REMOVE INTERFERING MAIN AND
INSTALL NEW 8" MJ C509 GATE VALVE; "
INSTALL NEW 8CL 52 CIVIL
DIP, 8" SOLID SLEEVE AND 8" MJ 45* DIP HORIZONTAL BEND; AND CONNECT TO EXISTING 8" MAIN.: CONNECT TO NEW 8" MAIN.

INSTALL NEW 6" CAP PLUG
,MAIN,- X 8$$
MJ X FL TEE, 8" FL C509 GATE
VALVE, AND ASSOCIATED MATERIALS.
/—��
:Wj
VALVE BOX. APPURTENANCES; AND INSTALL
12" FL GATE VALVE AND
12 MJ 90* HORIZONTAL BEND.

I lj�
8­,l ....... . .
4 \-INSTALL
AND ABANDON 6"MA IN.

EXISTING INTERFERING 6" AND 8"
MAIN; INSTALL NEW 8" SOLID SLEEVE AND
'"'.
12 V
12"W 12"W 12"W— 12"W—
__NEW
X, \11
411 NEW 6" CAP/PLUG
AND ABANDON 6" MAIN.
8"w 8"w CONNECT �'TO, EXISTING 8" MAIN.

NEW 12" CL 52 CIVIL DIP 12" CL 52 CIVIL DIP

PER SEPERATE BID ITEM PER SEPERATE BID ITEM
INSTALL NEW 12" CAP/PLUG
INSTALL NEW 12" SOLID
R E N4 VE INTERFERING MAIN \\,(NEW

AND APPURTENANCES PER
8" CL 52 CIVIL DIP

SEPERATE BID ITEM
NEW 8" CL 52 CML DIP

PER SEPERATE BID ITEM
AND ABANDON 12" MAIN.

SLEEVE AND CONNECT TO
INSTALL NEW 8" CAP/PLUG
E EXISTING 12" MAIN.
........ ........

AND ABANDON 8" MAIN.
_11 . .... .. . ....

REMOVE EXISTING
VALVE BOX.

TO 8VI w
CONNECTION TO 121w w
CONNECTION TO 8VI w
CONNECTION TO 6vi w
-CONNECTION
A14
A15
A16
STA. 118+12
STA. 121+49
STA. 156+88
STA. 160+10

BELLFLOWER BOULEVARD AT INDEPENDENCE PARK (WEST SIDE)

BELLFLOWER BOULEVARD AT INDEPENDENCE PARK (NORTH SIDE)

BELLFLOWER BOULEVARD AND BUCKLES STREET (SOUTH SIDE)

BELLFLOWER BOULEVARD AND BUCKLES STREET (NORTH SIDE)

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE
REMOVE EXISTING VALVE BOX.
...... . . ... ............... ..... .
.... ..... N " N", N, . . . ......

N
. . ........ -

AND ASSOCIATED MATERIALS.

WATER VALVE BOX.

NEW
W 8" CL 52 CIVIL

PER SEPERATE BID
DIP
ITEM
8"w
Li
n,
8"W 8"W — 8"W 8"W
NEW 8" CL 52 CIVIL DIP
8"W 8"W
11 . ....... ....... 8"W ------------------- 8"W
INSTALL NEW 8" CL 52 CIVIL DIP AND
8" MJ 45* DIP HORIZONTAL BEND.

NEW 8" CL 52 CIVIL DIP

PER SEPERATE BID ITEM PER SEPERATE BID ITEM J'
REMOVE EXISTING INTERFERING 8" MAIN NEW 8" CL 52 CIVIL
DIP
REMOVE

EXISTING TEE, VALVE, AND
AND APPERTENANCES; INSTALL NEW 8" SOLID PER SEPERATE BID SLEEVE AND CONNECT TO EXISTING 8" MAIN.

ITEM
NEW 8" CL 52 CIVIL DIP

PER SEPERATE BID ITEM
INTERFERING 8" MAIN; AND INSTALL
8" FL
TEE, (2) 8" MJXFL C509
GATE
VALVES, 8" FL C509 GATE
VALVE AND ASSOCIATED MATERIALS.

TO 8VI w
CONNECTION TO 8VI w
CONNECTION TO 8VI w
CONNECTION TO 4VI w
-CONNECTION
A18
A19
A20
STA. 161+58
STA. 163+72
STA. 167+09
STA. 167+75

BELLFLOWER BOULEVARD AND HALL ROAD (SOUTH SIDE)

BELLFLOWER BOULEVARD AND HALL ROAD (NORTH SIDE)

BELLFLOWER BOULEVARD AND IOWA STREET (SOUTH SIDE)

BELLFLOWER BOULEVARD AND IOWA STREET (NORTH SIDE)

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE
NEW 8" CL 52 CML DIP
PER SEPERATE BID ITEM.

NEW 8" CL 52 CIVIL DIP

REMOVE EXISTING VAULT AND
METER; INSTALL NEW 3" METER
PER SEPARATE BID ITEM.

W--\— 81iiw
8"1

AND BOX PER DOWNEY DRAWING
3-W; RECONNECT TO EXISTING W w
W
MJ INSTALL NEW 4" MJ
VERTICAL 45* DIP BEND.

NEW E AND 4" GATE VALVE
PARATE BID ITEM.

REI
SERVICE; BACKFILL WITH NATIVE REMOVE INTERFERING MAIN

AND RESTORE PCC I AND APPURTENANCES
INSTALL NEW 8"X4" MJ
_PER .",
-_ r
..... ..... .................. ..................... . ........ . . .... X­ EXIST. 6" W TO EXIST. 6" W TO
REDUCER AND 4" MJ 45*
INSTALL NEVI, 4" CL,, DIP HORIZONTAL BEND.
52 CML DIP.

REMOVE INTERFERING

MAIN AND
REMOVE

INTERFERING MAIN
BE ABANDONED. BE ABANDONED.

APPURTENANCES
AND

APPURTENANCES
INSTALL NEW 4" CL 52 CIVIL

DIP DOMESTIC SERVICE LATERAL
N
N
\ N
INSTALL NEW 8" DIP WITH

POTABLE WATER ID TAPE AND
�-EXISTING 8"X6" TEE AND
6" C509 GATE VALVE
WITH POTABLE WATER ID ,:� TAPE.
x
INSTALL NEW �A
ABANDON EXISTIN.-,",C 6, ' tyfAj N. I N STA,LL ,N EW 6,_"__CAP/PLUG AND (2) 8" SOLID SLEEVES.

PROTECT IN PLACE.
. . ..... ...... .

REMOVE INTERFERING MAIN

AND APPURTENANCES
Iiiiii X MAIN.�
E,, ]STING 6'
EXISTING 4" MAIN
TO BE ABANDONED.

INSTALL NEW 4" MJ 45* DIP
INSTALL NEW 4" CAP/PLUG
REMOVE EXISTING VALVE BOX.

EXISTING 4" MAIN
INSTALL NEW 8" CL 52 CIVIL
DIP, 8" SOLID SLEEVE, AND
INSTALL NEW 8" CL 52 CIVIL
DIP, 8" SOLID SLEEVE, AND
...

INSTALL NEW 6" CAP PLUG
AND ABANDON EXISTING R7
MAIN.

INSTALL NEW 6"

CAP PLUG AND ABANDON
EXISTING 6" MAIN.
..... ........... . .... .... . .. .............. ... ..... .. . . ..........

EXIST. LIGHTPOLE 2.25'
HORIZONTAL BEND, 4" SOLID

SLEEVE AND CONNECT TO
AND ABANDON 4" MAIN. TO BE ABANDONED.

CONNECT TO EXISTING 8" MAIN.

CONNECT TO EXISTING 8" MAIN.

NEW 8" CL 52 CIVIL DIP
EXISTING 4" MAIN. INSTALL NEW 4" CAP/PLUG
AND ABANDON 4'$ MAIN.

INSTALL NEW 8" MJXFL TEE,(2)
NEW 8" MJ C509 GATE VALVES,
8" FL GATE VALVE, AND
PER SEPARATE BID ITEM.

EXIST. 6" W TO-_�X
N
BE ABANDONED.
-EXIST. 6" W TO
BE ABANDONED.

ASSOCIATED MATERIALS.

EXISTING CURB AND
w
INSTALL NEW 4" MJ
NEW 8" CL 52 CML--DIP,­NEW TEE AND 4$' GATE VALVE
GUTTER PROTECT IN PLACE.PER
VERTICAL 45* DIP BEND.

PER SEPARATE BID ITEM, SEPARATE BID ITEM
REMOVE EXISTING VAULT, 3"
\-INSTALL
r8 -

METER, AND BACKFILL WITH
NEW 3" METER

AND BOX
811W — 811W
NATIVE AND RESTORE PCC.

PER DOWNEY DRAWING 3-W;

RECONNECT TO EXISTING
SERVICE.

TO 41w w
4"W ABANDONMENT
CONNECTION TO 81V
w
411 W SERVICE RECONNECTION
411 W SERVICE RECONNECTION
-CONNECTION
A21
A22
A23
A24
STA. 167+13
STA. 168+84
STA. 170+22
STA. 86+33
STA. 159+78

IOWA STREET

LAKEWOOD BOULEVARD

BELLFLOWER BOULEVARD AND LAKEWOOD

BOULEVARD
13220 BELLFLOWER BOULEVARD
11637 BELLFLOWER BOULEVARD

NOT TO SCALE
I

NOT TO SCALE

NOT TO SCALE
I

NOT TO SCALE
I

NOT TO SCALE
I
ES
PLANS PREPARED BY:

DESIGNED BY: STANTEC
3/6/26
No

REVISION
DATE
BY
APP

CITY OF DOWNEY
VERT SCALE: "AS SHOWN"
Underground Service Alert
J. 'y &\
38 DRIVE,

TECHNOLOGY

IRVINE,
stantec
STE #200
CA 92618
DRAWN BY: STANTEC
3/6/26
DEPT. OF PUBLIC

WORKS UTILITIES DIVISION
HORIZ SCALE: "AS SHOWN"
CHECKED BY: STANTEC
3/6/26
CIP 18-10 BELLFLOWER BOULEVARD
Call: TOLL FREE
(949) 923-6000 TEL
14 17
811
NO. 63 32
S,
(949) 923-6121
FAX
64892 3/6/26

WATER SYSTEM

IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD)

SHEET OF SHEETS
UNDER THE SUPERVISION OF:

TWO WORKING DAYS BEFORE YOU
DIG
CIV
OF C
DANIEL J. HAYES, RCE #63132
3/6/26
APPROVED BY:

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RCE DATE

POTABLE

WATER RECONNECTION DETAILS
DWG. NO. 3-49-37W

NAME & LICENSE NUMBER
DATE
_j
D
0 m
0 00
(if ro
0 of
Ln
00 0
z
LLJ
LLJ
0 LLJ c
Ld 0
n
W
oQ0
N
CN
LLJ ,-
CN I
00 �2
00 NG AND
4ALVE BOX.

EXISTING CURB AND GUTTER
PROTECT IN PLACE.

R/W
...... ....... .. .... .... .... ""Z:

INSTALL NEW 8" CL 52 CIVIL DIPWITH REMOVE EXISTING 5'X4' VAULT AND FIRE WATER ID TAPE, (2) 8" SOLID INSTALL NEW 4" METER BOX. EXISTING SLEEVES AND ASSOCIATED MATERIALS; AND 4" METER PROTECT IN PLACE.

CONNECT TO EXISTING 8" FIRE SERVICE.

REMOVE EXISTING 8.5' X 5' —

VAULT DETECTOR CHECK AND
BY—PASS METER; BACKFILL WITH
NATIVE SOIL AND RESTORE PCC.

REMOVE EXISTING METER AND
INSTALL NEW 5/8" SENSUS IPERL
BACKFLOW BY—PASS WATER

METER, MXU TOUCHPAD, AND

MXU MOUNTING BRACKET,
EXISTING 4 REDUCE PRESSURE

ASSEMBLE IN ENCLOSURE
PROTECT IN PLACE.

EXISTING' DCDA
PROTECT IN PLACE.

FIRE SERVICE RECONNECTION
STA 125+31
12254 BELLFLOWER BOULEVARD

NOT TO SCALE
REMOVE EXISTING TEE; AND INSTALL
NEW (2) 12" SOLID SLEEVES ANOy
CONNECT TO EXISTING 12" MAIN.

REMOVE EXISTING WATER
VALVE BOX AN.D ABANDO,
VALVE IN PLACE.

REMOVE EXISTING DETECTOR
CHECK, BY—PASS WATER METER,
VALVE, AND 7'X6' VAULT, AND
BACKFILL WITH NATIVE SOIL.

EXISTING CURB AND GUTTER
PROTECT IN PLACE.
3' EXISTING TRAFFIC SIGNAL
-POLE PROTECT IN PLACE.

HOT TAP
EXISTING EXISTING 12" MAIN
WITH
1�2" X 8"

MJ X FL TAPPING SLEEVE,
8" FL
®
C509 GATE VALVE; INSTALL NEW 8"
CL 52

CIVIL DIP

FIRE SERVICE LATERAL WITH
FIRE
NEW 8" MJ
ICAL BEND.

WATER ID

TAPE AND ASSOCIATED MATERIALS,
co

INSTALL
NEW 8 WILKINS DOUBLE
X/�\ f
c�
z
Lj
w C
roc
n,zLLJ ` �o
0 0
:2 N
J
z m7
O
m
W a
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O
J
W
J
J
w
m 0

W W
¢ W
N C.?
00 POTABLE WATER

IDENTIFICATION TAPE
I I
ZZ
� �
1 I c7:

PARKWAY
0 0
R: 12" MIN.

INSTALL METER BOX 18" FROM CURB FACE TO EDGE OF BOX

IN PARKWAY WITHIN CITY R/W UNLESS OTHERWISE PROVIDED
1 N PLANS. IN NO INSTANCE SHALL METER/BOX BE

INSTALLED ON PRIVATE PROPERTY UNLESS EASEMENT IS
PROVIDED AND/OR IS APPROVED BY CITY.
5 10 9
8 4
` } j
3 NOTE:

LOCATE INSULATING BUSHING

AT ALL LOCATIONS WHERE
DISSIMILAR METAILS JOIN.

CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.

SIZE AND DESCRIPTION

MANUFACTURER
MODEL NO.

REMARKS

DOUBLE STRAP SERVICE SADDLE COMPATIBLE WITH
FORD
202B
10 C900 POLYVINYL -CHLORIDE PIPE (PVC) AND DUCTILE
JONES
J979

AWWA/CC
IRON PIPE (D.I.P.)

MUELLER
BR2B
FORD
FB1000-4-Q-NL
0 i" BRONZE CORPORATION STOP
JONES
E1937SG
AWWA/CC x COMP

MUELLER
H15008N
O
i" COPPER TUBING
----
TYPE "K" SOFT

CONTINUOUS - COIL
FORD
L84-44-Q-NL
O4
1" 90 DEGREE COUPLING
JONES
E2619SG
COMP x MIP

MUELLER
H15531N
O5
i" BRONZE CURB/METER STOP
FORD
JONES
811-444WR-NL
E190OW
FIP x FIP

MUELLER
B2020ON
LOCK4WNG
OB
i"x3/4" BUSHING (FOR 5/8" & 3/4" METERS)
FORD
C18-34NL
MIP x FIP

MUELLER
47165N
C38-23-2-5-NL (5/8", 3/4")
O7
5/8", 3/4", & 1" METER COUPLING
FORD
JONES
C38-44-2-625-NL (1")
E130 (5/8", 3/4", 1")
MIP x METER NUT

MUELLER
H10890N (5/8% 3/4% 1")
OS
5/8", 3/4", & i" POTABLE WATER METER BOX

ARMORCAST
(ROTOCAST BODY,
BOX: P6000485;
LID: A6000484-H7 &
LID MARKED "WATER"
(12"x20"

RPM FRAME & LID)
A6000484T-H7 (TR. LOADS)
O9
5/8", 3/4", & i" POTABLE WATER METER
SENSUS

SRII ENVIROBRASS II
AMR/AMI REGISTER - i CUBIC

FOOT REGISTRATION
10 5/8", 3/4", & i" POTABLE WATER METER TOUCH PAD
SENSUS
520M MXU - SINGLE PORT

MOUNT STREET SIDE

WITH MXU ASSEMBLY

CORNER OF LID
11 PEA GRAVEL
----
----
DEPTH = 8 INCH
INSTALL METER BOX 18" FROM CURB FACE TO

EDGE OF BOX IN PARKWAY WITHIN CITY R/W

PARKWAY
UNLESS OTHERWISE PROVIDED ON PLANS. IN
18"

NO INSTANCE SHALL METER/BOX BE INSTALLED

ON PRIVATE PROPERTY UNLESS EASEMENT IS
PROVIDED AND/OR IS APPROVED BY CITY.
8 cV O
7 w w
6 m o
V)
CD
Of
I
0 0
d
0 0
z
0 M
II
v

POTABLE WATER
9 z z

IDENTIFICATION TAPE
3 NOTE:
1 LOCATE INSULATING BUSHING
`r
2 �/ MP�N

AT ALL LOCATIONS WHERE
DISSIMILAR METAILS JOIN.

SD
SVOPE
4 O
0! QUARTER BEND

COMPRESSION
(LONG RADIUS)

CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.

SIZE AND DESCRIPTION

MANUFACTURER
MODEL NO.

REMARKS

DOUBLE STRAP SERVICE SADDLE COMPATIBLE WITH
FORD
202E
1O
C900 POLYVINYL -CHLORIDE PIPE (PVC) AND
JONES
J979
FIP
DUCTILE IRON PIPE (D.I.P.)

MUELLER
BR2B
FORD
FB1100-7-Q-NL
O
2" BRONZE CORPORATION STOP
JONES
E1935SG
MIP x COMP

MUELLER
B25028N
O
2" COPPER TUBING
----
TYPE "K" SOFT

CONTINUOUS - COIL (OPEN TRENCH)
20' LENGTHS (BORING)
O4
THRUST BLOCK - 0.7 CU. FT.
----
----
----
O5
2" BRONZE REDUCING ANGLE CURB/METER STOP
FORD
JONES
BFA43-777WR-Q-NL
E1975WSG
COMP x FL

MUELLER
B24276N

LOCKWING
1-1/2" AND 2" POTABLE WATER METER BOX
1-1/2" ANDxl

ARMORCAST
(ROTOCAST BODY,
BOX: P6001534X12
LID(S): A6001643DZ-H7
LID(S) MARKED "WATER"

RPM FRAME & LIDS)
& A6000482
O7
1-1/2" AND 2" POTABLE WATER METERS
SENSUS

OMNI TZ TURBINE
(WITH STRAINER)
AMR/AMI REGISTER - 1 CUBIC

FOOT REGISTRATION
0 1-1/2" AND 2" POTABLE WATER METER TOUCH PAD
SENSUS
520M MXU -SINGLE PORT

MOUNT STREET SIDE

WITH MXU ASSEMBLY

CORNER OF LID
90 PEA GRAVEL
----
----
DEPTH = 8 INCH
FINISHED STREET 12"
GRADE
(PAVED AREAS)
N
2" RADIUS--,"
SAND WITH MINIMUM SE OF 30 -
AND NATIVE PER DWG. NO. 12-W
MJ, MJxFL, OR FL

CONNECTION PER PLANS
POTABLE WATER MAIN �
iir
- - - _q
6"
(NON -PAVED
AREAS)
SEE
NOTE 1

FINISHED GROUND

SURFACE (NON -PAVED)

PORTION OF TEE

OR CROSS SHOWN
ATER

AUUI I IUN

BLOCKIN(

AS DIRE(
ANGLE "E" SHALL
BE0'TO90'
ANGLE "C' SHALL
BE 30' TO 45' _
�X�_
9�A
9 ono ocnin
URFACE
TYP)
ER MAIi
#5 REBAR-J' -►��- 'BOTTOM OF
TRENCH
ELEV. (TYP. VERT. BEND)
MIN. '
"A" DESIGNATES AREA IN SQ FT OF HORIZONTAL THRUST BLOCK NOTES

1. DOUBLE STRAP SERVICE SADDLE FOR ALL MAINS.

2. INSTALL CORPORA1ION STOP WITH KEY SIDEWAYS, IN OPEN POSITION (FOR HOT TAP).

3. THE CORPORATION STOP TAP WILL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURER. ALL DRY TAPS WILL BE MADE USING MACHINE THRUST
(P)

TEE ICROSS
:7
(2) - #4 REBARS CONCRETE THRUST BLOCK TRENCH WIDTH I
TIE BARS NOT EMBEDDED (EXTEND 12" BELOW
IN CONCRETE SHALL BE TRENCH BOTTOM & 6" REDUCER I
7 CLEANED AND COATED ABOVE TOP OF PIPE OPTIONAL I ANGLE "A" SHALL I I BE 30' TO 45'
SEE WITH BITUMASTIC N0. 50
NOTE 2 CARBOLINE OR EQUIVALENT
12" MIN.

NOTES

1. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 4 FEET.

2. ANCHOR BLOCK REQUIRED AT ALL TIMES. ANCHOR BLOCK SHALL BE TRENCH WIDTH PLUS TWO PIPE DIAMETERS WIDE AND SHALL EXTEND VALVE SIZE PLUS SIX INCHES BELOW BOTTOM OF TRENCH.

3. CONTRACTOR PROVIDED BURIED BOLTS FOR FLANGES SHALL BE 304 OR 316 STAINLESS STEEL. CONTRACTOR TO PROVIDE NUTS ON ALL FLANGE BOLTS (304 OR 316 STAINLESS STEEL) WITH NON -GREASE LUBRICATION.

DOUBLE STRAP SERVICE SADDLE FOR ALL MAINS.

GUIDE OR PILOT TAP.
2'
INSTALL CORPORATION STOP WITH KEY SIDEWAYS, IN OPEN POSITION (FOR HOT TAP).

4. THE WATER SERVICE SHALL EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE ANGLE METER 3'
THE CORPORATION STOP TAP WILL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURER. ALL DRY TAPS WILL BE MADE USING MACHINE GUIDE OR PILOT TAP.

STOP EXCEPT IN CUL-DE-SAC ENDS, WHERE NON -PERPENDICULAR INSTALLATION IS ALLOWED.

4. THE WATER SERVICE SHALL EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP EXCEPT IN CUL-DE-SAC ENDS, WHERE

5. NO TAP TO MAIN SHALL BE WITHIN 24" OF VALVE, COUPLING, JOINT, FITTING, OR SERVICE.

NON -PERPENDICULAR INSTALLATION IS ALLOWED.

6. NO SPLICES WILL BE PERMITTED BETWEEN CORPORATION STOP AND ANGLE METER STOP EXCEPT WHEN SERVICE RUN EXCEEDS 60 FEET

5. NO TAP TO MAIN SHALL BE WITHIN 24" OF VALVE, COUPLING, JOINT, FITTING, OR SERVICE.

WHEN OPEN TRENCHING, IN WHICH CASE A COMPRESSION COUPLING SHALL BE USED; OR EXCEPT WHEN BORING IN WHICH CASE A SILVER

6. NO SPLICES WLL BE PERMITTED BETWEEN CORPORATION STOP AND CURB/ANGLE METER STOP EXCEPT WHEN SERVICE RUN EXCEEDS 60 FEET OR 100 FEET DEPENDING ON SOLDER COUPLING SHALL BE USED.

LENGTH OF COIL MOST CLOSELY MATCHING SERVICE LINE RUN, IN WHICH CASE A COMPRESSION COUPLING SHALL BE USED WHEN OPEN TRENCHING AND A SILVER SOLDER

7. SERVICE TERMINATION POINT SHALL NOT BE PLACED IN DRIVEWAYS.

COUPLING SHALL BE USED WHEN BORING.

8. TRENCH BACKFILL SHALL BE SAND BEDDING AND BACKFILL IN PIPE ZONE AND NATIVE IN TRENCH ZONE @ MIN. 90% RELATIVE COMPACTION

7. SERVICE TERMINATION POINT SHALL NOT BE PLACED IN DRIVEWAYS.

PER DWG. NO. 12-W.

8. TRENCH BACKFILL SHALL BE SAND BEDDING AND BACKFILL IN PIPE ZONE AND NATIVE IN TRENCH ZONE 0 MIN. 90% RELATIVE COMPACTION PER DWG. NO. 12-W.

9. ALL MATERIALS INCLUDING METER BOX AND ASSEMBLY TO BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE PROVIDED

9. ALL MATERIALS INCLUDING METER BOX AND ASSEMBLY TO BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE PROVIDED FOR IN PROJECT SPECIFICATIONS. 10 FOR IN PROJECT SPECIFICATIONS.

ALL SWEAT FITTINGS (ONLY WHEN BORING) SHALL BE ASSEMBLED WITH SILVER SOLDER

CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.

SIZE AND DESCRIPTION

MANUFACTURER
MODEL NO.

RESILIENT WEDGE GATE VALVE PER STANDARD

MUELLER
2360 SERIES
O

SPECIFICATIONS
CLOW
F-6100 SERIES

US PIPE
METROSEAL 250
O2

POTABLE OR FIRE WATER ID/WARNING TAPE
----
----
O3 O4

SLIP -TYPE CI VALVE BOX & COVER

TYLER UNION
6855 SERIES
O5
CONCRETE RING, CLASS 560-C-3250
----
----
VALVE STEM EXTENSION PER DWG. NO. 6-W
----
----
ANCHOR BLOCK PER DWG. NO. 7-W
----

HORIZONTAL / VERTICAL ANCHOR AND THRUST BLOCK
PIPE
90'
45'
22-i/2'
11-i/4'

TEE/PLUG
SIZE
„A"
"V,
„A"
"V,
„A"
"V,
„A"
"V,
„A"
3"/4"
3 1.4
2 1.0
2 0.5
1 0.3
2 6"
6 2.9
3 2.0
2 1.1
1 0.6
4 8"
10 5
5 3.5
3 1.9

1.5 1.0
7 10"
16 7.5
8 5.3
5 2.9

2.5 1.5
12 12"
21 10.6
12 7.5
6 4.0
3 2.1
16 14"
30 14.2
16 10
8 5.4
4 2.8
21 i6"
38 18.3
21 13
10 7
5 3.6
27 TYPICAL

TYPICAL SECTION

DESIGNATES
VOLUME IN C.Y. OF VERTICAL ANCHOR BLOCK.

NOTES

1. BEARING AREAS ARE BASED ON A TEST OF 200 PSI AND SOIL BEARING CAPACITY OF 2000 PSF. THE RATIO OF WIDTH TO HEIGHT CANNOT EXCEED 1-i/2.

ANGLE "B" SHALL

TO FACILITATE FUTURE

2. CITY'S FIELD REPRESENTATIVE MAY INCREASE THE SIZE OF THRUST BLOCK, IF IN BE 30' TO 45' CAP

REMOVAL OF THRUST BLOCK,
CITY'S OPINION, THE SOIL BEARING VALUE IS LESS THAN THE ASSUMED VALUE.

INSTALL 1/4" ROD HANDLES
3'
SPECIFIED DIMENSIONS BASED ON NOMINAL DIAMETER OF PIPE AT GASKET.

4. 5.

SEE SPECIFICATIONS FOR DIMENSIONS AND TEST PRESSURE.

CHECK SIZE OF FITTING TO VERIFY AVAILABLE AREA FOR BEARING ON CONCRETE. w

6. THRUST BLOCK WIDTH SHALL BE BETWEEN ONE AND TWO TIMES ITS HEIGHT.

7. CONCRETE SHALL BE POURED AGAINST UNDISTURBED SOIL.
z
¢

8. 9.

CONCRETE SHALL HAVE A 3" MINIMUM CLEARANCE AROUND ALL PIPE JOINTS.

ALL CONCRETE FOR THRUST BLOCK TO BE CLASS 560-C-3250.

I
¢
w
m

10. CONCRETE TO BE KEPT CLEAR OF ALL PIPE, NUTS, BOLTS, AND ENDS OF FITTINGS. °j
N

11. ALL BEARING AREAS TO BE AGAINST UNDISTURBED SOIL.

12. TiE BARS NOT EMBEDDED IN CONCRETE SHALL BE CLEANED AND COATED WITH BITUMASTIC NO. 50 OR EQUIVALENT.

13. THRUST BLOCK ON CROSSES SHALL ONLY BE USED WHEN THERE IS A STUB -OUT ON ONE OR MORE SIDES.

DEAD END

10. ALL SWEAT FITTINGS (ONLY WHEN BORING AND SERVICE LINE RUN EXCEEDS COIL LENGTH) SHALL BE ASSEMBLED WTH SILVER SOLDER.

11. FINAL LOCATION OF METER ASSEMBLY SHALL BE CONFIRMED WITH THE CITY PRIOR TO CONSTRUCTION.

11. FINAL LOCATION OF METER ASSEMBLY SHALL BE CONFIRMED WITH THE CITY PRIOR TO CONSTRUCTION.

14. PROVIDE POLYETHYLENE ENCASEMENT (FLAT SHEETS-8 MIL MIN.) BETWEEN FITTINGS AND CONCRETE.

C. I TY OF
DOWNEY - DEPT. OF PUBLIC WORKS - UTILITIES DIVISION

C I TY OF DOWNEY -
DEPT. OF

PUBLIC WORKS -

UTILITIES DIVISION
C I TY

OF DOWNEY
- DEPT. OF

PUBLIC WORKS
- UTILITIES DIVISION
C; I TY OF DOWNEY
- DEPT. OF

PUBLIC WORKS -

UTILITIES DIVISION
cJ/8, 3/4, AND
1-INCH POTABLE
DESIGNED BY: DM
11/18
VERT. SCALE
1-1 /2 AND 2-INCH POTABLE
DESIGNED BY:

DM
11/18
VERT. SCALE

POTABLE

WATER GATE VALVE,
DESIGNED BY:

DIM
11/18
VERT. SCALE

POTABLE WATER
DESIGNED BY:

DM
11/18
VERT. SCALE
DRAWN BY: LP
11/18
HORIZ. SCALE
DRAWN BY:

LP
11/18
HORIZ. SCALE
DRAWN BY:

LP
11/18
HORIZ. SCALE
DRAWN BY:

LP
11/18
HORIZ. SCALE

WATER SERVICE,

METER, & BOX
CHECKED BY: DM
11/18

SHEETS -OFF -SHEETS

WATER SERVICE, METER, & BOX
CHECKED BY:

DM
11/18

SHEETS -OFF -SHEETS
VALVE

BOX, AND COVER
CHECKED BY:

DM
11/18
SHEE 1 OFF -SHEETS

THRUST/ANCHOR BLOCKS
CHECKED BY:

DM
11/18

SHEETS -OFF -SHEETS
APPROVED BY:

DWG. N0. 1 -W
APPROVED BY:

DWG. N0. 2-W
APPROVED BY:

DWG. N0. 5-W
APPROVED BY:

DWG. N0. 7-W

UTILITIES DIVISION

UTILITIES DIVISION

UTILITIES DIVISION

UTILITIES DIVISION

INITIAL PAVEMENT CUT
JAMES JONES 3700-R OR 3775-R
ALIGN 2-1/2" OUTLET FIRE HYDRANT PER PLAN WITH 2'

PARALLEL WITH STREET I SETBACK FROM CURB FACE

UNLESS OTHERWISE NOTED ON THE
PROPOSED PAVEMENT MIN.

W+1'
MIN. �
W
PLANS.
,

YELLOW THREADED
LI1
I

HARD PLASTIC CAPS

AND CHAINS
----
" 6" DI FLANGED SPOOL
EXISTING BASE !
z
j NATIVE ® 90%

RELATIVE COMPACTION
I
ORDERED TO MEET 4"
z � DIMENSION
I
i _
AGG. BASE @ 95% I
i 1.4 IN/HR
NOTES ® MIN. 90% RELATIVE COMPACTION. CERTIFICATION OF IMPORTED MATERIAL REQUIRED.

1. PAINT: ALL ABOVE GROUND PORTIONS OF THE FIRE HYDRANT AND RISER SHALL BE PAINTED WITH JAMES JONES MANUFACTURER -APPLIED CITY OF DOWNEY Z-36 PAINT SCHEDULE. ALTERNATIVELY, IT MAY BE 2. TRENCH ZONE BACKFILL - NATIVE MATERIAL OR IMPORTED SAND WITH MIN. SE OF 30 OR COEFFICIENT OF PERMEABILITY PAINTED WITH ONE PRIME COAT AND TWO FINISH COATS IN THE FIELD, AFTER THE FIRE HYDRANT HAS BEEN > 1.4 IN/HR ® MIN. 90% RELATIVE COMPACTION. CERTIFICATION OF IMPORTED OR NATIVE MATERIAL REQUIRED.

INSTALLED. THE SECOND FINISH COAT SHALL BE APPLIED JUST PRIOR TO THE FINAL INSPECTION. PRIMER SHALL BE STANDARD WHITE (WH-1) AMERON AMERLOCK 2 VOC HIGH -SOLIDS EPDXY COATING. FINISH COATS 3. FOR AREAS CURRENTLY PAVED, REPLACE AC/PCC PAVEMENT AND AGGREGATE BASE TO EXISTING CONDITIONS PLUS ONE SHALL BE SAFETY YELLOW (YE-3) AMERON PSX 700 ENGINEERED SILOXANE COATING. INCH (P+1") AT MINIMUM 95% RELATIVE COMPACTION. NEW AC PAVEMENT SHALL NOT BE LESS THAN EIGHT INCHES (8").

FOR AREAS NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS FOR PAVEMENT/BASE REQUIREMENTS. FOR OTHER

2. PROVIDE TYPE 316 STAINLESS STEEL "BREAK -AWAY" BOLTS AT HYDRANT FLANGE. FILL BOLTS WITH PAVED AREAS, SEE NOTE 9.

SILICONE SEALANT. 4. FOR AREAS CURRENTLY PAVED, SURFACE COURSE SHALL BE C2-PG-64-10-R10 (1/2") WITH ASPHALT BINDER OF 5.5%

3. HYDRANT FLANGE GASKET SHALL BE "FULL FACE" AND OF "RUBBER COMPOSITION" THICKNESS. TO 5.7% (MIN. THICKNESS = 2"). FOR AREAS NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS.

4. SEE DWG. NO. 12- W FOR TRENCHING/BACKFILL. 5. FOR AREAS CURRENTLY PAVED, BASE COURSE SHALL BE B-PG-64-10-R10 (3/4") WITH ASPHALT BINDER OF 5.2% TO

5.4%. FOR AREAS NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS.

5. THRUST BLOCK PER DWG. NO. 7-W. 6. FOR AREAS CURRENTLY PAVED WITH PCC PAVEMENT, PCC SHALL BE CONCRETE MIX DESIGN 520-A-2500 WITH DOWELS PER DOWNEY DWG. NO. 17-W.

6. ONE (1) TWO-WAY BLUE REFLECTIVE FIRE HYDRANT RAISED PAVEMENT MARKER SHALL BE INSTALLED ADJACENT TO EACH HYDRANT AND EXISTING BLUE REFLECTIVE PAVEMENT MARKER REMOVED (WHEN 7. PERMANENT PAVING SHALL BE COMPLETED WITHIN FIVE (5) DAYS AFTER EXCAVATION. TEMPORARY PAVING SHALL BE PRESENT). REFLECTIVE MARKERS, ADHESIVES, AND METHOD OF INSTALLATION SHALL CONFORM TO CALTRANS TWO-INCH (2") MINIMUM HOT MIX.

STANDARD SPECIFICATIONS. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED ON THE SIDE OF THE STREET NEAREST THE FIRE HYDRANT AS PROVIDED BELOW: 8. FINAL SAWCUTS SHALL BE A MIN. 6-INCHES OUTSIDE LIMITS OF TRENCH WITH EXCEPTIONS MADE FOR THE LOCATION OF JOINTS AND SCORE MARKS (SEE SPECIFICATIONS). CRACKED PAVEMENT ADJACENT TO TRENCH SHALL BE REMOVED AND a. TWO-WAY STREETS OR ROADS: PLACE MARKERS 12-INCHES FROM EDGE OF PAINTED CENTERLINE ON REPLACED.

THE SIDE NEAREST THE FIRE HYDRANT. IF THE STREET HAS NO CENTERLINE, PLACE THE MARKER 9. ALL EDGES OF EXISTING PAVEMENT BEING JOINED, SURFACE BEING OVERLAID, AND TRENCH PAVING CUT AREAS SHALL BE 12-INCHES FROM THE APPROXIMATE CENTER OF THE ROADWAY ON THE SIDE NEAREST THE HYDRANT. SEALED WITH SS 1-H ASPHALTIC EMULSION AT THE RATE OF 0.08 TO 0.10 GALLON PER SQUARE YARD, NOT SOONER b. STREETS WITH LEFT TURN LANE AT INTERSECTION: PLACE MARKERS 12-INCHES FROM THE EDGE OF THAN 24 HOURS AFTER PLACEMENT OF PAVEMENT.

PAINTED WHITE CHANNELIZING LINE ON THE SIDE NEAREST THE HYDRANT.

C. STREET WITH CONTINUOUS TWO-WAY LEFT TURN LANE: PLACE MARKERS 12-INCHES FROM THE EDGE 10. WHERE PLANS SHOW PCC PAVEMENT SUBGRADE (IF ANY) WITH AC PAVEMENT OVERLAY, PCC SECTION SHALL BE OF THE PAINTED YELLOW BARRIER LINE ON THE SIDE NEAREST THE FIRE HYDRANT. REPLACED TO EXISTING CONDITIONS PLUS ONE INCH (P+1"), WITH DOWELS AND EPDXY, AND NEW AC PAVEMENT TO d. STREETS WITH RAISED MEDIANS: PLACE MARKER 12-INCHES FROM EDGE OF GUTTER. MATCH EXISTING.

C. I TY OF DOWNEY - DEPT. OF PUBLIC WORKS - UTILITIES DIVISION C; I TY OF DOWNEY - DEPT. OF PUBLIC WORKS - UTILITIES DIVISION DESIGNED BY: DM 11/20 VERT. SCALE DESIGNED BY: DM 05/20 VERT. SCALE 6 FIRE HYDRANT ASSEMBLY DRAWN BY: LP 11/20 HORIZ. SCALE POTABLE WATER DRAWN BY: LP 05/20 HORIZ. SCALE CHECKED BY: DM 11/20 SHEET 1 OFF- SHEETS TRENCH & PAVING CHECKED BY: DM 05/20 SHEET 1 OFF- SHEETS APPROVED BY: DWG. NO. 1 O-W APPROVED BY: 1 2-W
�r� �,�« �",���,,., �r� �,�« �",���,,., DWG. NO .
" "S IPERL SMART METER, 520M MXU

PAD, AMR MOUNTING BRACKET, AND
T BY-PASS LOCK BOX MODEL SDC75-1.
\INT DCDA PER POTABLE WATER
ATERIAL SPECIFICATIONS. INSTALL

DDRESS PLACARD AND CHAINS PER
RE DEPARTMENT REQUIREMENTS.
-ANGED CLASS 53 CEMENT -LINED

P SPOOLS WITH LENGTH

RDERED PER FIELD CONDITIONS
D MEET 12-INCH REQUIREMENT.

L 90" ELBOW
)
� DIRECTION OF FLOW
WIL_KINS MODEL 450DA

DOUBLE CHECK DETECTOR ASSEMBLY (DCDA)

OUTDOOR INSTALLATION

OS&Y GATES
I? ESS/p�
PLANS PREPARED BY:

DESIGNED BY: STANTEC
3/6/26
No
Underground Service Alert
������ J' yq�F�
38 TECHNOLOGY DRIVE, STE #200
DRAWN BY: STANTEC
3/6/26
`�
Stantec
IRVINE, CA 92618
CHECKED BY: STANTEC
3/6/26
Call: TOLL FREE
(949) 923-6000 TEL
*
No. 63132
*
(949) 923-6121 FAX
81 1
�� \P
CIVIL
UNDER THE SUPERVISION OF:

APPROVED BY: 64892
3/6/26

TWO WORKING DAYS BEFORE YOU DIG
"9T off`,
F0F CA��F
DANIEL J. HAYES, RICE ##63132
3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RICE
DATE

NAME &LICENSE NUMBER
DATE
REVISION DATE BY APP CITY F DOWNEY VERT SCALE: "AS SHOWN" DEPT. OF PUBLIC WORKS UTILITIES DIVISION HORIZ SCALE: "AS SHOWN" CIP 18-10 BELLFLOWER BOULEVARD
SHEET 16 OF 17 SHEETS

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD) WATER SYSTEM DETAILS DWG. NO. 3-49-37W
0 W
J
0 DO
0 0

3.1 Y
J
O
0 �
¢I
00 Of LO
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FINISHED STREET 12"
GRADE
(PAVED AREAS)
z 2" RADIUS- c
i
RECYCLED WATER ID TAG IN —�
BOX PER DWG. NO. 14-RW

SAND WITH MINIMUM
SE OF 30 AND NATIVE
PER DWG. NO. 12-RW
MJ, MJxFL, OR FL

CONNECTION PER PLANS I
RECYCLED WATER MAIN ---\
I
TRACER WIRE FOR—/

NON-METALLIC PIPE
PER DWG. NO. 13-RW
SEE
NOTE 2
12" MIN.
6"
(NON -PAVED
AREAS)
SEE
NOTE 1
2'-6" DISTANCE PER PLAN
3"0"0"A/4" THICK STEEL ANGLE WITH V-3" V-3"
9/16" DIA. HOLE SECURED TO 1/2"x4" SS

FINISHED GROUND

ANCHOR BOLT CAST -IN -PLACE SLAB WITH

SURFACE (NON -PAVED)
-
SS WASHER, NUT, 4 EACH 90 DEG. APART.
1/2" SHIMS LOCATED @ 9" O.C. 12
WELD MARK TOP WITH "RW

POINTING IN

DIRECTION
3 SIDES RW N tt
3/16" 10
12"-15"

OF LINE
CONCRETE PAD g
EXIST. GRADE REPLACE CURB & GUTTER er
OR PAVEMENT PER CITY STD.

RECYCLED
I
17 WATER
RW ID TAG PER STD.

DWG. 14-RW
COPPER TRACER WIRE 7 8

AND RW ID TAPE PER
13-RW & 14-RW
— —

PORTION OF TEE
2 9 — — —
SLOPE UPWARD _

OR CROSS SHOWN
SEE PROFILES 6 2% MIN. 8 6
FOR PIPE ELEV.
(2) - #4 REBARS

TIE BARS NOT EMBEDDED

IN CONCRETE SHALL BE

CLEANED AND COATED
WITH BITUMASTIC NO. 50

CARBOLINE OR EQUIVALENT
NOTES

1. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 4 FEET.

2. ANCHOR BLOCK REQUIRED AT ALL TIMES. ANCHOR BLOCK SHALL BE TRENCH WIDTH PLUS TWO PIPE DIAMETERS WIDE AND SHALL EXTEND VALVE SIZE PLUS SIX INCHES BELOW BOTTOM OF TRENCH.

3. CONTRACTOR PROVIDED BURIED BOLTS FOR FLANGES SHALL BE 304 OR 316 STAINLESS STEEL. CONTRACTOR TO PROVIDE NUTS ON ALL FLANGE BOLTS (304 OR 316 STAINLESS STEEL) WITH NON -GREASE LUBRICATION.

CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.

SIZE AND DESCRIPTION

MANUFACTURER
MODEL NO.

RESILIENT WEDGE GATE VALVE PER STANDARD

MUELLER
2360 SERIES
O

SPECIFICATIONS
CLOW
F-6100 SERIES

US PIPE
METROSEAL 250
O2
8" C900 CLASS 305 DR 14 PURPLE PVC

PW/JM EAGLE
C900 CLASS 305

VINYLTECH
DR 14
O3 O4
10 1/4" (ID) BODY AND COVER (BOX LID)

BROOKS/EISEL
4-TT
O5
CONCRETE RING, CLASS 560-C-3250
----
----
VALVE STEM EXTENSION PER DWG. NO. 6-RW
----
----
ANCHOR BLOCK PER DWG. NO. 7-RW
----
----
C. I TY OF D O W N EY - DEPT. OF PUBLIC WORKS -
RECYCLED WATER VALVE, DESIGNED BY: DM 05/:

DRAWN BY: LP 05/:

VALVE BOX, AND COVER CHECKED BY: DM 05/:

APPROVED BY:

DROP IN HANDHOLES
RW ID TAG PER STD.

DWG. 14-RW
(20) 1" DIA. HOLES

EQUALLY SPACED

SET PAD ELEVATION TO
S.W. GRADE OR TO ELEV.

SHOWN ON PLAN

COLD JOINT STRIP
AT S.W. INTERFACE
6" PVC SLEEVE &
i PEA GRAVEL PACK
1'-3" SQ.

NOTE

INSTALL INSULATING BUSHING OR DIELECTRIC COUPLING

AT ALL LOCATIONS WHERE DISSIMILAR METALS JOIN
CONSTRUCTION ITEMS! MATERIALS LIST
ITEM NO.

SIZE AND DESCRIPTION

MANUFACTURER
MODEL NO.

REMARKS
DOUBLE STRAP SERVICE SADDLE COMPATIBLE WITH C900
FORD
202B
O
POLYVINYL -CHLORIDE PIPE (PVC) AND DUCTILE IRON PIPE (D.I.P.) JONES
J979
FIP

MUELLER
BR28
FORD
FB1100-7-0-NL
((2
2" BRONZE CORPORATION STOP, INSULATING BUSHING
JONES
E1935SG
MIP x COMP

MUELLER
825028N
O
2" COPPER TUBING
----
TYPE "K" SOFT

CONTINUOUS - COIL (OPEN TRENCH)
20' LENGTHS (BORING)
4O
THRUST BLOCK - 0.7 CU. FT.
----
----
----
2" 90 DEGREE LONG RADIUS COMPRESSION ELBOW, TYP.
----
----
COMP x COMP
FORD
B44-777-WR-Q-NL
0 2" BRONZE BALL VALVE
JONES
El949WSG
NO LEAD; COMP x COMP

MUELLER
B25209-3N
O
RW VALVE BOX AND COVER PER DWG. NO. 5-RW
----
----
----
VALVE STEM EXTENSION PER DWG. NO. 6-RW IF NECESSARY
----
----
----
2" BRONZE COUPLING
----
----
NO LEAD; COMP x MIP
FORD
811-778—HB-67S—NL
to
2" BRONZE BALL VALVE
JONES
E1900WH
NO LEAD; FIP x FIP

MUELLER
820283N/H10298-99001
tt
2" BRONZE/RED BRASS NIPPLE
----
----
NO LEAD; MIP x MIP
12 2" COMBINATION AIR RELEASE AND VACUUM VALVE (CAV)
APCO

CRISPEN
145C
UL20
----

VALMATIC
202C.2
13 2" GALVANIZED DISCHARGE NIPPLE [(2) 90 DEGREE ELBOWS, (3) NIPPLES] ----
----
----
CAV ENCLOSURE (SEE NOTES 2 & 3)
----
----

DROP IN HANDLES SWING OPEN
t5
STAINLESS STEEL SCREEN OVER INLET/OUTLET WITH S.S. BAND ----
----
----
SAMPLING PORT: 1/2" CL 125 CAST BRONZE 90 DEGREE STREET ELBOW t6
AND BRASS CLOSE NIPPLE, 1/2" BRONZE ANGLE VALVE (0-300 PSI) AND ----
----
----
3/4" MALE NATIONAL HOSE THREAD x 1/2" MALE IPT BRASS HOSE NIPPLE 17 CONCRETE PAD (560—C-3250)
----
----
NOTES

1. ALL BURIED BOLTS SHALL BE 304 OR 316 STAINLESS STEEL.

2. PAINT CAV ENCLOSURE WITH 2 PRIME COATS AND 2 FINISH COATS OF PAINT IN FIELD AFTER CAV HAS BEEN INSTALLED. SECOND FINISH COATS SHALL BE APPLIED JUST PRIOR TO FINAL INSPECTION. PRIMER SHALL BE SHERWIN WILLIAMS MACROPDXY 646-100 FAST CURE EPDXY. FINISH COATS SHALL BE PANTONE 512 SHERWIN WILLIAMS HI -SOLIDS POLYURETHANE 100.

3. 18" DIA. x 30" HIGH x 3/16" THICK GALVANIZED STEEL ENCLOSURE WITH DROP IN 1/4" LIFTING HANDHOLES. 3/4" THICK STEEL PLATE WELDED TO TOP OF STEEL TUBE ENCLOSURE.

DOUBLE DIP GALVANIZED AFTER FABRICATION. PROVIDE 6" MINIMUM CLEARANCE ABOVE DISCHARGE PIPING.

4. FOR PVC TRANSMISSION MAIN, CONNECT TRACER WIRES FROM MAIN AND A/V VALVE WITH A SILICONE FILLED DIRECT BURIAL WIRE NUT AT CORP STOP. FOR METALLIC TRANSMISSION MAIN, CONNECT A/V VALVE TRACER WIRE DIRECTLY TO PIPE NTH WELD. EXTEND TRACER WIRE TO VALVE BOX AND COVER.

5. NO SPLICES WILL BE PERMITTED BETWEEN CORPORATION STOP AND BALL VALVE EXCEPT WHEN SERVICE RUN EXCEEDS 60 FEET WHEN OPEN TRENCHING, IN WHICH CASE A COMPRESSION COUPLING SHALL BE USED; OR EXCEPT WHEN BORING IN WHICH CASE A SILVER SOLDER COUPLING SHALL BE USED.

UTILITIES DIVISION
C; I TY OF D O W N EY -
DEPT. OF PUBLIC WORKS
- UTILITIES DIVISION
VERT. SCALE
2—INCH RECYCLED WATER
DESIGNED BY: DM
11/18
VERT. SCALE
HORIZ. SCALE
DRAWN BY: LP
11/18
HORIZ. SCALE

COMBINATION AIR RELEASE AND
SHEETS —OFF —SHEETS
CHECKED BY: DM
11/18
SHEET —OFF —SHEETS
DWG. NO. 5-RW

VACUUM VALVE (CAV) ASSEMBLY
APPROVED BY:

I�r���« �",���,,.,
DWG. N0. 9-RW
I? ESS/p�
PLANS PREPARED BY:
38 TECHNOLOGY DRIVE, STE #200
Underground Service Alert
����°��� J. yq�F�
�Z
Stantec IRVINE, CA 92618
Call: TOLL FREE
(949) 923-6000 TEL
No. 63132
* *
(949) 923-6121 FAX
UNDER THE SUPERVISION OF:
81 1

TWO WORKING DAYS BEFORE YOU DIG
C[VI\- o�`,P

FOF CALF
DANIEL J. HAYES, RICE ##63132 3/6/26

NAME &LICENSE NUMBER DATE
DESIGNED BY: STANTEC
DRAWN BY: STANTEC
CHECKED BY: STANTEC
3/6/26
3/6/26
3/6/26
APPROVED BY: 64892 3/6/26

DEPUTY DIRECTOR OF PUBLIC WORKS/UTILITIES MANAGER RICE DATE No REVISION DATE BY APP CITY OF DOWNEY
DEPT. OF PUBLIC WORKS UTILITIES DIVISION
CIP 18-10 BELLFLOWER BOULEVARD

WATER SYSTEM IMPROVEMENTS (FOSTER ROAD TO LAKEWOOD BOULEVARD)

RECYCLED WATER SYSTEM DETAILS
VERT SCALE: "AS SHOWN"
HORIZ SCALE: "AS SHOWN"
SHEET 17 OF 17 SHEETS
DWG. NO. 3-49-37W
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