09. CIP23-29 Award Contract for Firestone Blvd at Lakewood Blvd Water System Improvements

Item No.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: OFFICE OF THE CITY MANAGER
BY: MATTHEW BAUMGARDNER, P.E., DIRECTOR OF PUBLIC WORKS/CITY

ENGINEER
D ATE: JUNE 27, 2023
SUBJECT: CONSTRUCTION CONTRACT FOR THE FIRESTONE BOULEVARD AT

LAKEWOOD BOULEVARD WATER SYSTEM IMPROVEMENTS, CAPITAL
IMPROVEMENT PROJECT (CIP) NO. 23-29

EXECUTIVE SUMMARY
The City Council will consider awarding a contract to Williams Pipeline Contractors, Inc. in the amount of $2,662,280 for the construction of the Firestone Boulevard at Lakewood Boulevard Water System Improvements, CIP No. 23-29. The proposed water improvements, which would occur on Firestone Boulevard from Brookshire Avenue to Lakewood Boulevard and along Lakewood Boulevard from 3rd Street to the south side of the Union Pacific Railroad (UPRR), are necessary to ensure reliable water service in the area and are recommended to be completed prior to upcoming pavement rehabilitation along these streets.

RECOMMENDATION
That the City Council:

1. Award a contract to Williams Pipeline Contractors, Inc. in the amount of $2,662,280 for the construction of Firestone Boulevard at Lakewood Boulevard Water System Improvements, CIP No. 23-29;

2.Approve the transfer of $145,000 from Water Fund, CIP Account No. 51-1-8695 to Water Fund, CIP Account No. 51-1-8696; and

3. Authorize the City Manager, or his designee, to execute any change orders or additional scope of work for this project deemed necessary or desirable up to the approved project budget of $3,345,000.

BACKGROUND
The water system infrastructure along Firestone Boulevard from Brookshire Avenue to Lakewood Boulevard and along Lakewood Boulevard from 3rd Street to the south side of UPRR 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

APPROVED BY

CITY MANAGER

CIP NO. 23-29 FIRESTONE BOULEVARD AT LAKEWOOD BOULEVARD WATER SYSTEM

IMPROVEMENTS
JUNE 27, 2023
PAGE 2
2 of upcoming Firestone Boulevard at Lakewood Boulevard 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

On May 23, 2023, the City Council approved plans and specifications and granted authority to advertise the subject project for bids (Attachment B). A copy of the project specifications is available for review in the Public Works Department. The proposed water improvements include: installation of 1,400 feet of new 8-inch and 12-inch water main along Lakewood Boulevard between 3rd Street and the south side of UPRR; jacking and boring casing pipe and installation of new 12-inch main under UPRR, abandonment of an old 8-inch water main along Firestone Boulevard between Brookshire Avenue and Lakewood Boulevard and transfer of water service laterals along these limits to an existing 12-inch water main; 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.

The project was advertised in the Downey Patriot on May 25, 2023 and June 1, 2023 and published in various trade publications. On June 15, 2023, the City Clerk received and publicly opened 4 bids ranging from $2,662,280 to $3,671,867. The bid results were as follows:

CONTRACTOR LOCATION BID AMOUNT
Williams Pipeline Contractors, Inc. Mission Hills $2,662,280 Colich & Sons, LP. Gardena $3,176,250
Dominguez General Engineering, Inc. Pomona $3,294,000
Teichert Energy & Utilities Group, Inc. Long Beach $3,671,867

The lowest responsive and responsible bidder is Williams Pipeline Contractors, Inc. in the amount of $2,662,280 (Attachment C). Staff reviewed the bid proposal and references provided by Williams Pipeline Contractors, Inc. and found that Williams Pipeline Contractors, Inc. has satisfactorily completed projects for the Cities of Beverly Hills, Downey, Los Angeles, Santa Monica, Ventura, and others. Williams Pipeline Contractors, Inc.’s state contractor’s license is “current and active,” and this contractor is registered with the California Department of Industrial Relations (DIR) for Labor Compliance. Staff recommends that the City Council award a contract to Williams Pipeline Contractors, Inc. for the construction of the Firestone Boulevard at Lakewood Boulevard Water System Improvements, CIP No. 23-29.

Construction is anticipated to begin in July 2023 and be completed by January 2024. The project has been designed with the intent of trying to maintain two lanes of through traffic at all times. Additionally, construction specifically within the intersection is planned to be constructed at night to minimize impacts to the community.

CIP NO. 23-29 FIRESTONE BOULEVARD AT LAKEWOOD BOULEVARD WATER SYSTEM

IMPROVEMENTS
JUNE 27, 2023
PAGE 3
3 This project is categorically 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 appropriation of $3,341,400, (break down listed below) from Water Fund Capital Improvement Program (CIP), Account No. 51-1- 8696 as provided in the table below, including transfer of $145,000 from Water Fund CIP Account No. 51-1-8695, CIP No. 23-22, Florence Avenue Water System Improvements.

Description Amount
Design $136,885
Construction Contract $2,662,280
Contingencies (10%) $266,228
City-Furnished Materials $90,000
Inspection and Materials Testing $135,000
Permitting and Contract Administration $51,007
Total Estimated Project Cost: $3,341,400

There is sufficient fund balance for the recommended actions.

Account No. Funding Source Amount
51-1-8696
FY 2022-23 Firestone Boulevard at Lakewood
Boulevard Water System Improvements CIP $120,000
51-1-8696 Transfer from CIP Account No. 51-1-8695 $145,000 51-1-8696
FY 2023-24 Firestone Boulevard at Lakewood
Boulevard Water System Improvements
Proposed CIP Budget $3,080,000
Total Project Funding: $3,345,000

ATTACHMENTS

Attachment A – Project Location Map
Attachment B – Plans
Attachment C – Bid Summary

CIP NO. 23-29 FIRESTONE BOULEVARD AT LAKEWOOD BOULEVARD WATER SYSTEM

IMPROVEMENTS
JUNE 27, 2023
PAGE 4
4 ATTACHMENT A

POTABLE WATER CONSTRUCTION NOTES:

REMOVE EXISTING AND INSTALL NEW 5/8” IPERL BY-PASS WATER METER, 520M MXU TOUCHPAD, AND MOUNTING BRACKET ON EXISTING FIRE SERVICE BACKFLOW.
1 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 1-W.
2 INSTALL NEW 1" POTABLE WATER SERVICE (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 1-W.
3 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1" METER, AND BOX PER DOWNEY DWG. NO. 1-W.
4 REMOVE EXISTING AND FURNISH AND INSTALL NEW 2" POTABLE WATER ANGLE METER STOP (ON EXISTING COPPER SERVICE), 1-1/2" METER, AND BOX PER DOWNEY DWG. NO. 2-W.
5 REMOVE EXISTING AND INSTALL NEW 2” POTABLE WATER METER BOX ONLY (REUSE EXISTING METER) PER DOWNEY DWG. NO. 2-W.
6 REMOVE EXISTING AND INSTALL NEW 2” RECYCLED WATER METER AND BOX PER DOWNEY DWG. NO. 2-RW.
7 REMOVE EXISTING AND FURNISH AND INSTALL NEW 2” POTABLE WATER ANGLE METER STOP (ON EXISTING COPPER SERVICE), 2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
8 INSTALL NEW 2" POTABLE WATER SERVICE (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 2-W.
9 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
10 REMOVE/ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX.11 REMOVE EXISTING METER (IF ANY) AND BOX.12

PAINT PRIVATE FIRE SERVICE BACKFLOW DEVICE WITH ONE COAT OF STANDARD WHITE (WH-1) AMERON AMERLOCK 2 VOC HIGH SOLIDS EPOXY COATING AND TWO FINISH COATS OF SAFETY RED (RD-2) AMERON PSX 700 ENGINEERED SILOXANE COATING.
13 REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE.14 ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 8” MAIN PER DETAIL “A1” ON SHEET 8. 15 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 8” MAIN PER DETAIL “A2” ON SHEET 8. 16 ISOLATE, CUT, AND DEWATER EXISTING 12” MAIN; CONNECT NEW 6” MAIN TO EXISTING 12” MAIN PER DETAIL “A3” ON SHEET 8.
17 ISOLATE, CUT, AND DEWATER EXISTING 4” MAIN; CONNECT NEW 6” MAIN TO EXISTING 4” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4” MAIN PER DETAIL “A4” ON SHEET 8.
18 ISOLATE, CUT, AND DEWATER EXISTING 12” MAIN; CONNECT NEW 8” MAIN AND 12” MAIN TO EXISTING 12” MAIN PER DETAIL “A5” ON SHEET 8. 19 ISOLATE, CUT, AND DEWATER EXISTING MAINS; CONNECT NEW 8” MAIN TO EXISTING 20” MAIN; AND ABANDON/PLUG REMAINING PORTIONS OF EXISTING 8” MAIN PER DETAIL “A6” ON SHEET 8.
20 ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; CONNECT NEW 8” MAIN TO EXISTING 6” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6” MAIN PER DETAIL “A7” ON SHEET 8.
21 ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; CONNECT NEW 12” MAIN TO EXISTING 8” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 8” MAIN PER DETAIL “A8” ON SHEET 8.
22 ISOLATE, CUT, AND DEWATER EXISTING 8” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B1” ON SHEET 9.
23 ISOLATE, CUT, AND DEWATER EXISTING 6” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B2” ON SHEET 9.
24 ISOLATE, CUT, AND DEWATER EXISTING 6” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B3” ON SHEET 9.
25 ISOLATE, CUT, AND DEWATER EXISTING 6” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B4” ON SHEET 9.
26 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B5” ON SHEET 9.
27 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B6” ON SHEET 9.
28 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B7” ON SHEET 9.
29 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B8” ON SHEET 9.
30 ISOLATE, CUT, AND DEWATER EXISTING 8” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B9” ON SHEET 9.
31 INSTALL NEW 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
32 INSTALL NEW 8” CL 52 CML DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
33 INSTALL NEW 12” CL 52 CML DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
34 INSTALL NEW 6” MJxFL TEE, 6” MJxFL C509 GATE VALVE, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
35 INSTALL NEW 8”x6” MJxFL TEE, 6” MJxFL C509 GATE VALVE, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
36 INSTALL NEW 12”x6” MJxFL TEE, 6” MJxFL C509 GATE VALVE, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
37 HOT TAP EXISTING 12” MAIN; INSTALL NEW 12”x6” MJxFL TAPPING SLEEVE, 6” FL C509 GATE VALVE, 6” MJxFL ADAPTER, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
38 REMOVE EXISTING TEE AND INTERFERING MAIN; CAP/PLUG AND ABANDON EXISTING 8-INCH MAIN; AND INSTALL NEW 8” MJXFL 90º VERTICAL BEND, 8”X6” FL REDUCING RISER, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
39 A PROTECT IN PLACE

B ABANDON IN PLACE
REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW

TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF FIRE HYDRANT LATERAL, AND REMOVE FIRE HYDRANT VALVE BOX.
40 HOT TAP EXISTING 12” MAIN WITH 12”x8” MJxFL TAPPING SLEEVE, 8” FL C509 GATE VALVE, 8” MJxFL ADAPTER, AND ASSOCIATED MATERIALS PER DOWNEY DWG. NO. 4-W; AND INSTALL NEW 8” CL 52 CML DIP FIRE SERVICE LATERAL PER DOWNEY DWG. NO. 12-W.
41 HOT TAP EXISTING 12” MAIN WITH 12”x6” MJxFL TAPPING SLEEVE, 6” FL C509 GATE VALVE, 6” MJxFL ADAPTER, AND ASSOCIATED MATERIALS PER DOWNEY DWG. NO. 4-W; AND INSTALL NEW 6” CL 52 CML DIP FIRE SERVICE LATERAL PER DOWNEY DWG. NO. 12-W.
42 HOT TAP EXISTING 12” MAIN WITH 12”x4” MJxFL TAPPING SLEEVE, 4” FL C509 GATE VALVE, 4” MJxFL ADAPTER, AND ASSOCIATED MATERIALS PER DOWNEY DWG. NO. 4-W; AND INSTALL NEW 4” CL 52 CML DIP FIRE SERVICE LATERAL PER DOWNEY DWG. NO. 12-W.
43 INSTALL NEW 6” MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
44 INSTALL NEW 8” MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
45 INSTALL NEW 12” MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
46 INSTALL NEW 8” MJ 22.5° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7-W.
47 INSTALL NEW 12” MJ 11.25° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7-W.
48 POTABLE WATER CONSTRUCTION NOTES:

INSTALL NEW 12” MJ 22.5° DIP VERTICAL BEND WITH RESTRAINTS.49

TITLE SHEET, VICINITY MAP, AND CONSTRUCTION NOTES

UNDERGROUND STRUCTURES

CONSTRUCTION PLANS FOR
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.

ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

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.1056055191942INDEX TO PROJECT DRAWINGS SHEET NO.DESCRIPTION

TITLE SHEET, VICINITY MAP, AND CONSTRUCTION NOTES

WATER SYSTEM GENERAL NOTES AND MATERIAL SPECIFICATIONS

FIRESTONE BOULEVARD - BROOKSHIRE AVENUE TO PATTON ROAD

FIRESTONE BOULEVARD PLAN - PATTON ROAD TO NASH AVENUE
LAKEWOOD BOULEVARD PLAN AND PROFILE - FIRESTONE BOULEVARD TO 3RD STREET

LAKEWOOD BOULEVARD PLAN AND PROFILE - MARGARET STREET TO FIRESTONE BOULEVARD UNION PACIFIC RAILROAD PLAN AND PROFILE - PIPE STA. 0+50 TO PIPE STA. 2+50

WATER SYSTEM CONNECTION DETAILS

FIRE SERVICE RECONNECTION DETAILS

WATER SYSTEM DETAILS

TRAFFIC CONTROL TITLE SHEET

TRAFFIC CONTROL PLAN

TRAFFIC CONTROL PLAN
1 2
3 4
5 6
7 8
9 10
11 12
13 14

ABBREVIATIONS

BASIS OF BEARINGS

BENCHMARK

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT
FIELD SURVEY DATE 2-22-23
MAP COMPILED BY:

METZ SURVEYING
28422 CONSTELLATION RD, SUITE 118
SANTA CLARITA, CA 91355
(661) 388-2003

TOPOGRAPHIC SURVEY
LOS ANGELES COUNTY BM EY5885
LACO BM MKD "5885" S CB FIRESTONE BLVD 1FT E/O ECR @ SE COR NASH AVE ELEV = 113.717 NAVD 1988

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD 83 EPOCH 2017.50 AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER.

NOTES TO CONTRACTOR

1. INSTALLATION OF NEW WATER SERVICE LINES/METERS INCLUDES INSTALLATION OF COPPER TO 2-FT

BEHIND THE PROPERTY LINE AND OFFSET(S) NECESSARY TO CONNECT TO EXISTING CUSTOMER WATER SERVICE INCLUDING ALL COMPRESSION AND OTHER FITTINGS. REMOVE AND SALVAGE ALL WATER METERS, VALVES, VALVE BOXES, AND FIRE HYDRANT HEADS TO CITY UTILITIES YARD.

INSTALLATION OF NEW WATER METER INCLUDES PLACEMENT OF PEA GRAVEL PER DOWNEY DWG.

NO. 1-W, 2-W, AND 2-RW.

2. 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.

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

4. THE EXISTING PCC PORTION OF THE ROAD IS AN AVERAGE OF 8" THK AC OVER 9" THK REINFORCED CONCRETE. THE CONTRACTOR WILL BE REQUIRED TO SAW CUT AND FORM NEAT CLEAN CUTS BUT WILL NOT BE REQUIRED TO REPLACE THE PCC. TRENCH SHALL BE REPLACED PER DWG. NO. 12-W ON SHEET 10.

VICINITY MAP

NOT TO SCALE

DATUM STATEMENT

THE COORDINATES SHOWN ON THIS SURVEY ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD 83, EPOCH 2017.50.

END PROJECT

UNAUTHORIZED CHANGES & USES

ABANDONED
ANGLE

AGGREGATE

AMERICAN SOCIETY FOR TESTING AND MATERIAL
AVENUE

AMERICAN WATER WORKS ASSOCIATION

BOULEVARD

BENCHMARK

BOTTOM OF PIPE

CAST IRON

CLASS, CENTERLINE

CEMENT MORTAR LINED
CLEAR

COMPRESSION
CORNER
CUBIC

DOUBLE CHECK DETECTOR ASSEMBLY

DUCTILE IRON

DIAMETER

DUCTILE IRON PIPE
DRIVE

DRAWING

EXISTING

ELECTRICAL

ELEC PULLBOX

ELEVATION

ELECTRICAL MANHOLE

EAST OF

FIRE HYDRANT

FEMIALE IRON PIPE
ABAN
ANG
AGG
ASTM
AVE
AWWA
BLVD
BM
BOP
CI
CL
CML
CLR
COMP
COR
CU
DCDA
DI
DIA
DIP
DR
DWG

EX, EXIST

E, ELEC
EB
ELEV
EEM
E/O
FH
FIP
FLANGE

FIBER OPTIC

FIRE SERVICE
FEET
GAS

GAS SERVICE

HORIZONTAL
HOUR

IDENTIFICATION
INCH

IRRIGATION

IRRIGATION VALVE
POUNDS

LINEAR FEET

LIGHT POLE

MINIMUM

MALE IRON PIPE

MECHANICAL JOINT
MARKED

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

NORTH AMERICAN DATUM

NORTH AMERICAN VERTICAL DATUM
NUMBER

OUTSIDE DIAMETER

PORTLAND CONCRETE CEMENT

POTHOLE

POWER POLE

POUNDS PER SQUARE FEET

POUNDS PER SQUARE INCH
POINT
FL
FO
FS
FT
G
GS
HORIZ
HR
ID
IN
IRR
IRV
LBS
LF
LP
MIN
MIP
MJ
MKD
MUTCD
NAD
NAVD
NO
OD
PCC
PH
PP
PSF
PSI
PT

POLYVINYL CHLORIDE
RADIUS
ROAD

RAILROAD

RECYCLED WATER

RIGHT OF WAY

RECYCLED WATER SERVICE

SOUTH, SLOPE

SCHEDULE

STORM DRAIN

STORM DRAIN MANHOLE

SAND EQUIVALENT, SOUTHEAST
SHEET

SANTIARY SEWER
STREET

STRUCTURAL

STATION
SQUARE

TO BE ABANDONED

TELEPHONE

TELEPHONE MANHOLE

TOP OF PIPE

TYPICAL

UNDERGROUND ELECTRIC

UNITED STATES OF AMERICA

UNDERGROUND TELEPHONE

WATER, WEST, WIDE

WATER METER

WATER VALVE

VERTICAL
PVC
R
RD
RR
RW

R/W, ROW
RWS
S
SCHED
SD
SDM
SE
SHT
SS
ST
STRUT
STA
SQ
TBA
TEL
TEM
T.O.P.

TYP
UE
USA
UT
W
WM
WV
VERT
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALBEGIN PROJECT

ATTACHMENT B

WATER SYSTEM GENERAL NOTES AND MATERIAL SPECIFICATIONS
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTAL1.LOCATION OF EXISTING UTILITIES/UNDERGROUND FACILITIES KNOWN TO ENGINEER ARE SHOWN IN

THEIR APPROXIMATE 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-DIG ALERT 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 ARE IN QUESTION PRIOR TO STARTING WORK. ANY CHANGES TO PROPOSED WATER IMPROVEMENTS MUST BE APPROVED BY THE CITY.

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

4.POTHOLE POINTS OF CONNECTIONS 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 ROBERT AMAYA AT 562-448-8942 (DOWNEY UTILITIES YARD INSPECTOR) MINIMUM 72 HOURS PRIOR TO STARTING WORK TO SCHEDULE INSPECTION.

7.MAINTAIN HORIZONTAL (MINIMUM 10-FEET) AND VERTICAL SEPARATION (MINIMUM 1-FOOT ABOVE) FROM RECYCLED WATER AND SEWER LINES.

8.ADD FITTINGS TO MAINTAIN MINIMUM COVER OF 42 INCHES 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-INCH 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.THERE SHALL BE NO STORAGE OF MATERIALS/EQUIPMENT IN PUBLIC RIGHT-OF-WAY.

PROVIDE OFFSITE/ONSITE STAGING/STORAGE AREA.

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 MINIMUM SE OF 30 OR COEFFICIENT OF PERMEABILITY GREATER THAN 1.4 INCHES PER HOUR AT MINIMUM 90% RELATIVE COMPACTION. CERTIFICATION 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 SPECIFICATIONS. MINIMUM 95% RELATIVE COMPACTION. FOR AREAS THAT ARE NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS FOR AC PAVEMENT/BASE REQUIREMENTS.

MINIMUM 95% RELATIVE 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 HOURS. NO PRESSURE TESTING AGAINST CLOSED VALVES - USE PRESSURE PLATES.

COMPLETELY BACKFILL AND COMPACT PRIOR TO CONDUCTING TESTS.

17.PROVIDE TEMPORARY OR PERMANENT MATERIALS/EQUIPMENT NECESSARY TO PERFORM ALL TESTING (I.E. COPPER SERVICES FOR INTRODUCING DISINFECTANT, BLOWOFFS FOR FLUSHING, AIR

RELEASE/VACUUM VALVES FOR REMOVING/ADDING AIR DURING FILLING/FLUSHING OF PIPELINES, MJXFL ADAPTERS, PRESSURE PLATES, VALVES, PIGS, LAUNCHER, FITTINGS, ETC.).

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.RPs AND DCDAs SHALL BE CERTIFIED IN THE FIELD BY A LICENSED LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH CERTIFIED TESTER PRIOR TO PLACING INTO SERVICE. CONTACT DOWNEY UTILITY YARD AT (562) 904-7202 TO SCHEDULE CITY INSPECTION OF TESTING. PROVIDE CERTIFICATION OF TESTING TO DOWNEY UTILITIES YARD REPRESENTATIVE.

21.OWNER MUST ESTABLISH ACCOUNTS WITH THE CITY CASHIER PRIOR TO USING NEW POTABLE WATER METERS AND FIRE SERVICES.

22.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.

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 POTABLE WATER IMPROVEMENTS INSTALLED.

GENERAL NOTES - 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 WITH 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 MINIMUM 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.

13.1-INCH AND SMALLER (12”X20”X12”) POTABLE WATER METER BOXES SHALL BE ARMORCAST ROTOCAST MODEL P6000485 WITH ONE-PIECE POLYMER CONCRETE (RPM) LID (MODEL 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.

14.1-1/2-INCH AND 2-INCH (17”X30”X12”) POTABLE WATER METER BOXES SHALL BE ARMORCAST ROTOCAST MODEL P6001534X12 WITH TWO-PIECE POLYMER CONCRETE (RPM) LIDS (MODELS A6001643DZ-H7 & A6000482) MARKED “WATER”, OR APPROVED EQUAL. USE ARMORCAST POLYMER CONCRETE (RPM) TRAFFIC-RATED (20,000 LBS) TWO-PIECE LIDS (MODELS A60001947DZ-H7 & A6000482T) MARKED “WATER” FOR AREAS WHERE METER BOXES WILL BE SUBJECT TO TRAFFIC LOADS.

15.WHERE REQUIRED, DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH A REDUCED PRESSURE

PRINCIPLE (RP) DEVICE PLACED JUST DOWNSTREAM OF THE METER OUTSIDE OF PUBLIC RIGHT-OF-WAY PER LA COUNTY DPH REQUIREMENTS. SEE LIST OF LA COUNTY DPH APPROVE BACKFLOW PREVENTION DEVICES.

HTTPS://FCCCHR.USC.EDU/_DOWNLOADS/LIST/LIST.PDF

16.1-INCH THROUGH 2-INCH REDUCED PRESSURE PRINCIPLE (RP) DEVICES SHALL BE FEBCO MODEL LF825YA.

17.2-INCH REDUCED PRESSURE PRINCIPLE (RP) DEVICES SHALL BE INSTALLED IN A DARK GREEN, LIFT-OFF “BPDI” GUARDSHACK (MODEL GS-2) (10”WX30”LX24”H) WITH ROUNDED TOP AND CONCRETE PAD AT THE BASE.

18.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 BACKFLOW PREVENTION DEVICES.

HTTPS://FCCCHR.USC.EDU/_DOWNLOADS/LIST/LIST.PDF

19.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 EPOXY COATING. FINISH COATS SHALL BE SAFETY RED (RD-2) AMERON PSX 700 ENGINEERED SILOXANE COATING.

20.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.

21.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 REQUIREMENT 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.

22.ALL ABOVE GROUND PORTIONS OF THE FIRE HYDRANT AND RISER SHALL BE PAINTED WITH ONE PRIME COAT AND TWO FINISH COATS IN THE FIELD, AFTER THE FIRE HYDRANT 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 EPOXY COATING. FINISH COATS SHALL BE SAFETY YELLOW (YE-3) AMERON PSX 700 ENGINEERED SILOXANE COATING. ALTERNATIVELY, JAMES JONES MANUFACTURER-APPLIED Z-36 PAINT SCHEDULE CAN BE USED.

23.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 EPOXY ADHESIVE
SECTION 85-1.03B HOT MELT BITUMINOUS ADHESIVE
SECTION 85-1.03C EPOXY ADHESIVE

LOCATION

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

24.TRACEABLE POTABLE WATER IDENTIFICATION TAPE SHALL BE VIRGIN LOW-DENSITY POLYETHYLENE, MINIMUM THICKNESS OF 5 MILS, OVERALL WIDTH OF 6 INCH (6-INCH DIAMETER PIPE AND SMALLER). TAPE SHALL BE BLUE WITH MINIMUM 2-INCH 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 FIRE SERVICE LATERALS AND PRIVATELY OWNED FIRE WATER MAIN, THE LETTERING SHALL SPECIFY: “CAUTION: FIRE LINE BURIED BELOW”.

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

26.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 BR2B SERIES, OR JONES J-979 SERIES.

27.CORPORATION STOPS SHALL BE BALL VALVE TYPE, BRASS CONFORMING TO AWWA STANDARD C800 (UNS NO. C89833) WHERE IN CONTACT WITH WATER AND AWWA STANDARD C800 (ASTM B-62 AND ASTM B-584, UNS NO. C83600) WHERE NOT IN CONTACT WITH WATER. ONE-INCH 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.

28.CURB STOPS SHALL BE BRASS CONFORMING TO AWWA STANDARD C800 (UNS NO. C89833) WHERE IN CONTACT WITH WATER AND AWWA STANDARD C800 (ASTM B-62 AND ASTM B-584, 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 B11-444WR-NL, MUELLER MODEL B20200N, 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.

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

30.ALL MATERIALS TO BE USED ON THE PROJECT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

31.IN ADDITION TO THE REQUIRED USE OF POLYETHYLENE ENCASEMENT AS PREVIOUSLY NOTED, THE FOLLOWING CORROSION PROTECTION MEASURES SHALL BE USED. 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.

MATERIAL SPECIFICATIONS - POTABLE WATER

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.

MATERIAL SPECIFICATIONS - POTABLE WATER (CONTINUED)UTILITY AND AGENCY INDEX

STREET CENTERLINE

EXISTING R/W

SYMBOL/LEGEND

EXISTING WATER MAIN AND SERVICE

EXISTING GAS LINE

EXISTING SANITARY SEWER
G
SS

PROPOSED WATER MAIN

PROPOSED WATER SERVICE

EXISTING WATER MAIN TO BE ABANDONED
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 X 1205 LA COUNTY DEPARTMENT OF PUBLIC HEALTH (DPH)GLEN VAN EEKHOUT 626-430-5295 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 GONZALEZ 714-634-3121 SPECTRUM (TIME WARNER CABLE)ERNEST CHANG 562-259-2015
PARAMOUNT PIPELINES STEVE PEYTON 562-531-2060 X 2751
SBC MARCELLA CORDOZA 310-515-4370
EXXON / MOBIL MELODY SEBRING 310-212-4141
MWD KEN CHUNG 213-217-7670
BP (ARCO) PIPELINES ROB STREED 562-499-2216
LEVEL 3 / WILTEL COMMUNICATIONS ROGER WEATHERS 720-888-5688 ABOVENET COMMUNICATIONS KEVIN SULLIVAN 714-236-8502
MCI WORLDCOM DON BECKERMANN 626-666-3526
QWEST COMMUNICATIONS PATT SLANEY 714-936-4898
SPRINT JOE HEALEY 714-781-7048
CROWN CASTLE (NEXTG NETWORKS)RON HERRERA 909-593-9700
CHARTER COMMUNICATIONS STEVE FEAR 626-430-3338
LUMEN AREA REPRESENTATIVE 877-366-8344
ZAYO AREA REPRESENTATIVE 801-364-1063
UNDERGROUND SERVICE ALERT (USA)----8-1-1

EXISTING STORM DRAINSD

UE EXISTING UNDERGROUND ELECTRICAL LINE
UT
FO
RW

EXISTING UNDERGROUND TELEPHONE LINE

FIRE HYDRANT

METER BOX

EXISTING UNDERGROUND FIBER OPTIC LINE

EXISTING RECYCLED WATER LINE

EXISTING CASING
VALVE

REDUCER

BLOWOFF
DCDA
CAP

PCC SUBGRADE
EB

LIGHT POLE

POWER POLE

MANHOLE

ELECTRIC UTILITY BOX

POTABLE WATER CONSTRUCTION NOTES:

A PROTECT IN PLACE

B ABANDON IN PLACE
REMOVE EXISTING AND INSTALL NEW 5/8” IPERL BY-PASS WATER METER, 520M MXU TOUCHPAD, AND MOUNTING BRACKET ON EXISTING FIRE SERVICE BACKFLOW.
1 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 1-W.
2 INSTALL NEW 1" POTABLE WATER SERVICE (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 1-W.
3 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1" METER, AND BOX PER DOWNEY DWG. NO. 1-W.
4 REMOVE EXISTING AND FURNISH AND INSTALL NEW 2" POTABLE WATER ANGLE METER STOP (ON EXISTING COPPER SERVICE), 1-1/2" METER, AND BOX PER DOWNEY DWG. NO. 2-W.
5 REMOVE EXISTING AND INSTALL NEW 2” POTABLE WATER METER BOX ONLY (REUSE EXISTING METER) PER DOWNEY DWG. NO. 2-W.
6 REMOVE EXISTING AND FURNISH AND INSTALL NEW 2” POTABLE WATER ANGLE METER STOP (ON EXISTING COPPER SERVICE), 2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
8 INSTALL NEW 2" POTABLE WATER SERVICE (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 2-W.
9 REMOVE/ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX.11

TSTSTSTS
8''SS
18''SD
2''W (ABAN)2''W (ABAN)2''W (ABAN)2''W (ABAN)
4''W (ABAN)4''W (ABAN)4''W (ABAN)4''W (ABAN)4''W (ABAN) 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS4''G 4''G 4''G 4''G 4''G 4''G 4''W (ABAN)4''W (ABAN)
8''SS 8''SS4''G 4''G
8''SS 8''SS
UEUE8''SS8''SSUE UEUTUT UT UT UT UT UT UT

UEUEUEUEUEUEUE
U
T

UT UT UT UT UT UT

UE UE UE UE

UT UT UT UT UT UT UT UT UT
FO
4''W (ABAN)
4''G
UEUE2''G2''G2''GUT4''G4''G2''G2''G21''SS21''SS21''SS21''SSUT8''SS8''SS8''SSUT FO
UT UT51''SD54''SD54''SD1''G1''G1''G

UEUEFO
FOFO4"W (ABAN)FO FO FO FO FO FO
UTUT

FIRESTONE BOULEVARD
EX. 12" W (CI) .. EX. WM 8504 FIRESTONE BLVD.. EX. WM 8500 FIRESTONE BLVD.. EX. WM 8510 FIRESTONE BLVD.. EX. WM 8530 FIRESTONE BLVD.. EX. 6" FIRE SERVICE DCDA 8530 FIRESTONE BLVD.. EX. 6" FIRE SERVICE DCDA 8500 FIRESTONE BLVD.. EX. 8" W (CI)EX. WM8521 FIRESTONE BLVD. '(IRRIGATION)EX. 8" FIRE SERVICE .RECONNECTION11040 BROOKSHIRE AVE.SEE DETAIL "B1" ON SHT 9EX. WM8605 FIRESTONE BLVD. 'EX. WM8613 FIRESTONE BLVD 'EX. WM8613 FIRESTONE BLVD '(IRRIGATION)EX. 6" FIRE SERVICE DCDA .8613 FIRESTONE BLVD.SEE DETAIL "B2" ON SHT 9EX. 8" W (CI) . . NEW 6" FIRE SERVICE DCDA
8556 FIRESTONE BLVD.

SEE DETAIL "B3" ON SHT 9
. EX. FH
B
. EX. WM 8530 FIRESTONE BLVD. (IRRIGATION)EX. FHST. STA. 23+86. EX. WM 8550 FIRESTONE BLVD.. EX. WM 8552 FIRESTONE BLVD.. EX. WM 8554 FIRESTONE BLVD.. EX. WM 8558 FIRESTONE BLVD.. EX. WM 8562 FIRESTONE BLVD.. EX. WM 8566 FIRESTONE BLVD.EX. FH TO BE ABANDONEDST. STA. 27+89EX. FHSTA. 19+48A A A A
A
A
A
EX. FHST. STA. 19+48EX. FHST. STA. 20+61EX. FH TO BE ABANDONEDST. STA. 24+49EX. WV TO BE ABANDONEDST. STA. 27+54A EX. WV TO BE ABANDONEDST. STA. 27+94NEW FH (HOT TAP)ST. STA. 24+29A NEW 8" F.S.LATERAL (HOT TAP)ST. STA. 26+02NEW 6" F.S. LATERAL (HOT TAP)ST. STA. 28+16ABANDONMENT OF 8"W .ST. STA. 19+98SEE DETAIL "A1" ON SHT 84 23 24
40 39
4014
3 39
41 42
15 NEW 6" FIRE SERVICE DCDA '
8626 FIRESTONE BLVD.

SEE DETAIL "B4" ON SHT 9
EX. WM
8626 FIRESTONE BLVD. '
EX. WM
8616 FIRESTONE BLVD. '
EX. WM
8608 FIRESTONE BLVD. '
EX. WM
8612 FIRESTONE BLVD. '
26 8
8 5
2 EX. WM
8606 FIRESTONE BLVD. '5
1 6 6
1 EX. 8" FIRE SERVICE DCDA .11040 BROOKSHIRE AVE.13
. EX. CONNECTION TO 12"W ST STA. 19+83 SEE DETAIL "A2" ON SHT 8EX. WM TO BE ABANDONED . 8610 FIRESTONE BLVD.11
A
16 NEW FH (EX. LATERAL)STA. 27+5614
EX. 6" FIRE SERVICE DC
EX. 6" FIRE SERVICE DC
EX. FH
STA. 84+08
38 25
6 6 6 6 6 6
. EX. WM TO BE ABANDONED
8580 FIRESTONE BLVD.8

FIRESTONE BOULEVARD PLAN
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALBROOKSHIRE AVE.

BROOKSHIRE AVENUE TO PATTON ROAD
BROOKSHIRE AVE.

NOTES:

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

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

3.NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS.MATCHLINE STREET STA. 29+00SEE SHEET 4PATTON RD.

N 0
SCALE:
20'40'80'
1'' = 40'
FIRESTONE BOULEVARD - NORTH SIDE - Brookshire Avenue to Patton Road

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. SERVICE
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

NEW MXU
NO.TYPE COMMENTS
8521 FIRESTONE BOULEVARD (IRRIGATION)4 2"2"79535321 ------83135196 POTABLE CONNECT TO EXISTING 12" MAIN 11040 BROOKSHIRE AVENUE (8" F.S. DCDA)13 & 23 5/8"8"79055711 ------83135788 FIRE CONNECT TO EXISTING 12" MAIN 8605 FIRESTONE BOULEVARD 3 5/8"---79055707 ------83134844 POTABLE CONNECT TO EXISTING 12" MAIN 8613 FIRESTONE BOULEVARD 9 1-1/2"2"77781400 ------89439820 POTABLE CONNECT TO EXISTING 12" MAIN 8613 FIRESTONE BOULEVARD (6" F.S. DCDA)24 5/8"6"89009222 ------93288738 FIRE CONNECT TO EXISTING 12" MAIN 8613 FIRESTONE BOULEVARD (IRRIGATION)3 1"1"76824355 ------89434706 POTABLE CONNECT TO EXISTING 12" MAIN FIRESTONE BOULEVARD - SOUTH SIDE - Brookshire Avenue to Patton Road

ADDRESS

CONSTRUCTION
NOTES
EX. METER
SIZE
EX. SERVICE
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

NEW MXU
NO.TYPE COMMENTS
8500 FIRESTONE BOULEVARD (6" F.S. DCDA)1 5/8"6"79055715 5/8"FIRE 8500 FIRESTONE BOULEVARD A 1"1"78965480 ------83136200 POTABLE PROTECT-IN-PLACE 8504 FIRESTONE BOULEVARD A 1"1"78965478 ------83135998 POTABLE PROTECT-IN-PLACE 8510 FIRESTONE BOULEVARD A 1"1"78965477 ------83136114 POTABLE PROTECT-IN-PLACE 8530 FIRESTONE BOULEVARD 6 2"2"79662043 ------83134846 POTABLE 8530 FIRESTONE BOULEVARD (IRRIGATION)6 2"2"78965473 ------83135008 POTABLE 8530 FIRESTONE BOULEVARD (6" F.S. DCDA)1 ---6"79055713 5/8"FIRE 8550 FIRESTONE BOULEVARD 6 2"2"79678056 ------83135950 POTABLE 8552 FIRESTONE BOULEVARD 6 1-1/2"2"79535318 ------83136986 POTABLE 8554 FIRESTONE BOULEVARD 6 1-1/2"2"79535319 ------83136210 POTABLE 8558 FIRESTONE BOULEVARD 6 2"2"79662039 ------83134706 POTABLE 8562 FIRESTONE BOULEVARD 6 2"2"79662040 ------83134898 POTABLE 8566 FIRESTONE BOULEVARD 6 1-1/2"2"79535316 ------83134346 POTABLE 8556

FIRESTONE BOULEVARD (ON PATTON ROAD)
(6" F.S.)25 5/8"6"78442849 5/8"83136670 FIRE
8580 FIRESTONE BOULEVARD (ON PATTON ROAD)8 2"2"2767238 2"POTABLE 8606 FIRESTONE BOULEVARD (ON PATTON ROAD)5 1-1/2"2"1831592 1-1/2"POTABLE 8626

FIRESTONE BOULEVARD (ON PATTON ROAD)
(6" F.S.)26 5/8"6"50843896 5/8"FIRE
8626 FIRESTONE BOULEVARD (ON PATTON ROAD)8 2"2"1581585 2"POTABLE 8616 FIRESTONE BOULEVARD (ON PATTON ROAD)8 2"2"1520312 2"POTABLE 8608 FIRESTONE BOULEVARD (ON PATTON ROAD)5 1-1/2"2"1831601 1-1/2"POTABLE 8612 FIRESTONE BOULEVARD (ON PATTON ROAD)2 1"1"1226337 1"POTABLE 8610 FIRESTONE BOULEVARD (ON PATTON ROAD)11 1"1"4162325 ---------POTABLE REMOVE/ABANDON

POTABLE WATER CONSTRUCTION NOTES:

A PROTECT IN PLACE

B ABANDON IN PLACE
INSTALL NEW 1" POTABLE WATER SERVICE (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 1-W.
3 INSTALL NEW 2" POTABLE WATER SERVICE (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 2-W.
9 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
10 REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE.14 ISOLATE, CUT, AND DEWATER EXISTING 12” MAIN; CONNECT NEW 6” MAIN TO EXISTING 12” MAIN PER DETAIL “A3” ON SHEET 8.
17 ISOLATE, CUT, AND DEWATER EXISTING 4” MAIN; CONNECT NEW 6” MAIN TO EXISTING 4” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 4” MAIN PER DETAIL “A4” ON SHEET 8.
18 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B5” ON SHEET 9.
27 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B6” ON SHEET 9.
28 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B7” ON SHEET 9.
29 HOT TAP EXISTING 12” MAIN; INSTALL NEW 12”x6” MJxFL TAPPING SLEEVE, 6” FL C509 GATE VALVE, 6” MJxFL ADAPTER, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
38 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW

TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF FIRE HYDRANT LATERAL, AND REMOVE FIRE HYDRANT VALVE BOX.
40 HOT TAP EXISTING 12” MAIN WITH 12”x4” MJxFL TAPPING SLEEVE, 4” FL C509 GATE VALVE, 4” MJxFL ADAPTER, AND ASSOCIATED MATERIALS PER DOWNEY DWG. NO. 4-W; AND INSTALL NEW 4” CL 52 CML DIP FIRE SERVICE LATERAL PER DOWNEY DWG. NO. 12-W.
43 INSTALL NEW 6” MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
44 INSTALL NEW 6” MJxFL TEE, 6” MJxFL C509 GATE VALVE, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
35 87648740873487308726
8720PARKING
LOT8702
8610
8612
8614
8616
8626
8619 8635 8641
8649
8721 8737
8767
8709
8711
8731
8733
8743
8747
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

PARKING
LOT 90+0091+00EBTS
EBEB
FH
EBEBEB
SDM

EBEBEB EB
EB EB

EBEBEBEBEB
EB
SDM
4''W (ABAN)4''W (ABAN)4''W (ABAN)4''W (ABAN)
8''SS 8''SS 8''SS 8''SS 8''SS4''G 4''G 4''G 4''G 4''G
8''SS 8''SS 8''SS 8''SS 8''SS
2''GUTUTUTUT UT

UE UE UE UE UE

UT UT UT UT UT

UE UE UE UE
UE

UT UT UT UT UT UT

FO FO FO FO FO
4''W (ABAN)
8''SS 8''SS
8''RW 8''RW4''G 4''G
8''SS
UE4''W (ABAN)
8''SS 8''SS
8''SS 8''SS

FO FO FO
2''G2''G2''G4''W (ABAN)UE2''G4''G

UE UEUT UT UT
UT UT
UE UE8''SS8''SS 1''GUE1''G

FO FO FOFOFOFOFOFO
1"G2"GUE2"G 16+0017+00EX. WM8737 FIRESTONE BLVD. 'EX. WM8743 FIRESTONE BLVD. 'EX. WM8747 FIRESTONE BLVD. 'EX. FH TO BE ABANDONEDST. STA. 37+45. EX. RW WM 8764 FIRESTONE BLVD. (RECYCLED SITE #62 IRR.)A 3 40
33 NEW FH (HOT TAP)ST. STA. 37+6538
EX. 8" W (DI) .

FIRESTONE BOULEVARD
A
A. EX. 12" W (CI)EX. 8" W (CI) .EX. 4" FIRE SERVICE DCDA .8619 FIRESTONE BLVD.SEE DETAIL "B5" ON SHT 9EX. WM8619 FIRESTONE BLVD. 'EX. WM8619 FIRESTONE BLVD. '(IRRIGATION)EX. WM8635 FIRESTONE BLVD. 'EX. 4" FIRE SERVICE DCNEW 4" FIRE SERVICE DCDA2" WATER SERVICE RECONNECTION8635 FIRESTONE BLVD.SEE DETAIL "B6" ON SHT 9EX. WM8641 FIRESTONE BLVD. 'EX. WM8649 FIRESTONE BLVD. 'EX. WM8709 FIRESTONE BLVD. 'EX. WM8721 FIRESTONE BLVD. 'EX. WM8721 FIRESTONE BLVD. '(IRRIGATION)EX. WM8731 FIRESTONE BLVD. 'EX. WM8733 FIRESTONE BLVD. 'EX. 4" FIRE SERVICE DCDA .8649 FIRESTONE BLVD.SEE DETAIL "B7" ON SHT. 9. EX. WM 8702 FIRESTONE BLVD.. EX. 4" W (CI). EX. WM 8720 FIRESTONE BLVD.. EX. WM 8730 FIRESTONE BLVD.A A A A
A
B
. EX. WM 8734 FIRESTONE BLVD.A
. CONNECTION TO 12"W ST. STA. 34+98 SEE DETAIL "A3" ON SHT 8. RECONNECTION TO 4"W ST. STA. 91+00
SEE DETAIL "A4" ON SHT 8
40 4027
9 3 10
28 10
29 10 3
18 3 14
14 38
33 14
17 43 43
3 EX. WV TO BE ABANDONEDST. STA. 29+96EX. FH TO BE ABANDONEDST. STA. 31+32EX. WV TO BE ABANDONEDST. STA. 33+02EX. FH TO BE ABANDONEDST. STA. 33+92EX. WV TO BE ABANDONEDST. STA. 35+18EX. FHST. STA. 33+67NEW FH (HOT TAP)ST. STA. 31+37EX. FHST. STA. 29+96NEW 4" F.S. LATERAL (HOT TAP)ST. STA. 29+33NEW 4" F.S. LATERAL (HOT TAP)ST. STA. 32+08A. EX. RW WM RECYCLED SITE #61 (CITY MEDIAN IRRIGATION). EX. RWM 8740 FIRESTONE BLVD. (FUTURE IRRIGATION). EX. WM 8740 FIRESTONE BLVD.A
A
AEX. 2" CAVSTA. 30+42A
EX. WVSTA. 31+64A
EX. FH .ANEW 4" F.S. LATERAL (HOT TAP)ST. STA. 30+5443 35 PROPOSED 6" DIP32 NEW FH (TEE)PIPE STA. 16+98SCALE: HORIZ: 1"= 40' VERT: 1"= 4'

PROFILE MARBEL AVE
100
105
110
115
120
100
105
110
115
120
15+50 16+00 17+00 18+00

EXISTING SURFACE

OVER CL OF PIPE
CONSTRUCT 107 LF 6-INCH POTABLE WATER
PIPELINE CL 52 DIP WITH POTABLE ID TAPE
8" SS
TEL
FO
8" W (TBA)
CONSTRUCT 24 LF 4-INCH POTABLE WATER
PIPELINE CL 52 DIP WITH POTABLE ID TAPE
PIPE STA. 17+14HORIZ ANG PTPIPE STA. 17+27HORIZ ANG PTT.O.P. 109.59B.O.P. 109.0112"x6" TEEBEGIN CONSTRUCTIONPIPE STA. 16+00T.O.P. 109.38B.O.P. 108.8045° BENDPIPE STA. 16+46T.O.P. 107.28B.O.P. 106.7045° BENDPIPE STA. 16+48T.O.P. 107.38B.O.P. 106.8045° BENDPIPE STA. 16+90T.O.P. 110.78B.O.P. 110.2045° BENDPIPE STA. 16+94T.O.P. 110.90B.O.P. 110.326"x4" REDUCERPIPE STA. 17+07T.O.P. 111.28B.O.P. 110.70JOIN EXIST 4"W (XXX)END CONSTRUCTIONPIPE STA. 17+32S= -0.0043 S= -1.0500
S= 0.0024
S= 0.9508
S= 0.0085
UE

PROTECT IN PLACE
EXIST 4"W (XXX)
FO
(PH#4)PIPE STA. 16+986"x6" FH TEET.O.P. 110.82B.O.P. 110.2444 44 44 44

FIRESTONE BOULEVARD PLAN
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALMARBEL AVE.

PATTON ROAD TO NASH AVENUE
NASH AVE.

NOTES:

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

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

3.NEW METERS/BOXES SHALL NOT BE INSTALLED WITHIN DRIVEWAY OR CURB RAMP LIMITS.MATCHLINE STREET STA. 29+00SEE SHEET 30 SCALE:
20'40'80'
1'' = 40'MATCHLINE STREET STA. 38+50SEE SHEET 5N
FIRESTONE BOULEVARD - NORTH SIDE - Patton Road to Lakewood Boulevard

ADDRESS

CONSTRUCTION
NOTES
EX.

METER
SIZE
EX.

SERVICE
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

NEW MXU
NO.TYPE COMMENTS
8619 FIRESTONE BOULEVARD (4" F.S. DCDA)27 5/8"4"89009230 ------93289546 FIRE CONNECT TO EXISTING 12" MAIN 8619 FIRESTONE BOULEVARD 9 1-1/2"2"77781399 ------89439652 POTABLE CONNECT TO EXISTING 12" MAIN 8619 FIRESTONE BOULEVARD (IRRIGATION)3 1"1"76824354 ------89434680 POTABLE CONNECT TO EXISTING 12" MAIN 8635 FIRESTONE BOULEVARD 10 2"2"79662041 2"POTABLE CONNECT TO EXISTING 12" MAIN 8635 FIRESTONE BOULEVARD (4" F.S.)28 5/8"4"79055712 5/8"POTABLE CONNECT TO EXISTING 12" MAIN 8641 FIRESTONE BOULEVARD 10 2"2"79535317 2"POTABLE CONNECT TO EXISTING 12" MAIN 8649 FIRESTONE BOULEVARD (4" F.S. DCDA)29 5/8"4"81877404 5/8"FIRE CONNECT TO EXISTING 12" MAIN 8649 FIRESTONE BOULEVARD 10 2"2"79535320 2"POTABLE CONNECT TO EXISTING 12" MAIN 8709 FIRESTONE BOULEVARD 3 1"1"87886368 ------93289106 POTABLE CONNECT TO EXISTING 12" MAIN 8721 FIRESTONE BOULEVARD 3 2"2"83799146 ------93289502 POTABLE CONNECT TO EXISTING 12" MAIN 8721 FIRESTONE BOULEVARD (IRRIGATION)3 1"1"79055710 ------83134132 POTABLE CONNECT TO EXISTING 12" MAIN 8731 FIRESTONE BOULEVARD 3 1"1"78965474 ------83136082 POTABLE CONNECT TO EXISTING 12" MAIN 8733 FIRESTONE BOULEVARD 3 1"1"78965468 ------83136618 POTABLE CONNECT TO EXISTING 12" MAIN 8737 FIRESTONE BOULEVARD 3 1"1"78965467 ------83136058 POTABLE CONNECT TO EXISTING 12" MAIN 8743 FIRESTONE BOULEVARD 3 1"1"78965470 ------83137070 POTABLE CONNECT TO EXISTING 12" MAIN 8747 FIRESTONE BOULEVARD 3 1"1"78965479 ------83136610 POTABLE CONNECT TO EXISTING 12" MAIN FIRESTONE BOULEVARD - SOUTH SIDE - Patton Road to Lakewood Boulevard

ADDRESS

CONSTRUCTION
NOTES
EX.

METER
SIZE
EX.

SERVICE
SIZE
EX. METER
NO.

NEW METER
SIZE

NEW METER
NO.

NEW MXU
NO.TYPE COMMENTS
8702 FIRESTONE BOULEVARD A 5/8"1"79055709 ------83136576 POTABLE PROTECT-IN-PLACE 8720 FIRESTONE BOULEVARD A 5/8"1"78965475 ------83134902 POTABLE PROTECT-IN-PLACE 8730 FIRESTONE BOULEVARD A 2"2"79662036 ------57502088 POTABLE PROTECT-IN-PLACE 8734 FIRESTONE BOULEVARD A 1"1"78965476 ------83136064 POTABLE PROTECT-IN-PLACE RECYCLED SITE #61 (CITY MEDIAN
IRRIGATION)A 2"2"79662037 ------83135350 RECYCLED PROTECT-IN-PLACE 8740

FIRESTONE BOULEVARD (FUTURE
IRRIGATION)A 1"1"78965472 ------83134100 RECYCLED PROTECT-IN-PLACE 8764

FIRESTONE BOULEVARD (RECYCLED SITE
#62 IRRIGATION)A 1"1"78965471 ------83135020 RECYCLED PROTECT-IN-PLACE

POTABLE WATER CONSTRUCTION NOTES:

A PROTECT IN PLACE

B ABANDON IN PLACE
REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1" METER, AND BOX PER DOWNEY DWG. NO. 1-W.
4 INSTALL NEW 2" POTABLE WATER SERVICE (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 2-W.
9 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
10 REMOVE EXISTING METER (IF ANY) AND BOX.12
REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE.14
ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 8” MAIN PER DETAIL “A1” ON SHEET 8. 15 ISOLATE, CUT, AND DEWATER EXISTING 12” MAIN; CONNECT NEW 8” MAIN AND 12” MAIN TO EXISTING 12” MAIN PER DETAIL “A5” ON SHEET 8. 19 ISOLATE, CUT, AND DEWATER EXISTING MAINS; CONNECT NEW 8” MAIN TO EXISTING 20” MAIN; AND ABANDON/PLUG REMAINING PORTIONS OF EXISTING 8” MAIN PER DETAIL “A6” ON SHEET 8.
20 ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; CONNECT NEW 8” MAIN TO EXISTING 6” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6” MAIN PER DETAIL “A7” ON SHEET 8.
21 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B8” ON SHEET 9.
30 INSTALL NEW 8” CL 52 CML DIP WITH POTABLE WATER ID TAPE PER DOWNEY DWG. NO. 12-W.
33 INSTALL NEW 8”x6” MJxFL TEE, 6” MJxFL C509 GATE VALVE, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.
36 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW

TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF FIRE HYDRANT LATERAL, AND REMOVE FIRE HYDRANT VALVE BOX.
40 INSTALL NEW 8” MJ 22.5° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7-W.
47 INSTALL NEW 12” MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
46 9001
8767
11017 11003
1093311013
1110237+0038+0039+0040+0041+0060+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00 68+00
8747 11023

STONEWOOD
CENTER
11101
11027
10"10"EBEB
EB
EB

PO EBEBTSEBEBEB
EB
EB
EB

IRV ICBIRV
EB
EB
TS

TS TSEBEB

EB FHICBIRV

EB EB IRV
EB
TS
TS
TS FH

TS TS EBTSTSEB
IRV
EB

ICBTSTSTS
EB EB
EB
EB
TS
TS
TS TSTSTSEB8''RW8''RW4''RW4''RWUEUEUEUE4''W (ABAN)8''SS8''SS8''SS8''SS8''SS8''SSFO2''G4''G4''G4''GUEUEFO8''SS8''W(ABAN)8''W(ABAN)4''G48''SDUTUTUTUTUTUTUE20''W 20''W
20''W
20''W 20''W 20''W 20''W 20''W
4''W (ABAN)
4''G (AB
A
N
)
4''G (AB
A
N
)
4''G (ABA
N
)
4''G (ABAN)
4''G (ABAN)
3''G
4''G
4''G 4''W (ABAN)2''G12''SS18''SS
UE
UE
24''SD
21''SD 2''G2''G2''G
18''SS 18''SS 18''SS
18''SS
18''SS
18''SS
UT12''RW
12''RW
12''RW UTFOUEFOGFO

4''G
4''G
4''G
4''G
UT
UT
UT
UT
FO
FOFOFO

UE UE UE
UE
2"G
12''RW12''RW12''RW12''RW
2''G 2''G2"G
2"G
2"G
12"RW
12"RW
UT
UT 6''W (ABAN)6''W (ABAN)
9+00
10+00
11+0
0 12+00
13+00 14+00

LAKEWOOD BOULEVARD
NEW FH (TEE)PIPE STA. 11+27NEW FH (TEE)PIPE STA. 11+40NEW 22.5° HORIZ. BENDPIPE STA. 12+63NEW 22.5° HORIZ. BENDPIPE STA. 9+56EX. FH TO BE ABANDONEDST. STA. 63+10EX. FH TO BE ABANDONEDST. STA. 64+01. EX. WM 11102 LAKEWOOD BLVD.EX. 20" W (DIP) .A EX. WM8767 FIRSTONE BLVD. 'EX. WM TO BE ABANDONED .11101 LAKEWOOD BLVD.EX. WM TO BE ABANDONED .11027 LAKEWOOD BLVD.EX. WM TO BE ABANDONED .11023 LAKEWOOD BLVD.EX. WM11017 LAKEWOOD BLVD. 'EX. WV TO BE ABANDONEDST. STA. 60+51EX. 6" W (CI) .. EX. WM 9001 FIRESTONE BLVD.EX. 8" W (CI) .

ABANDONMENT OF 8"W .

PIPE STA. 6+81 AND
PIPE STA. 8+00
SEE DETAIL "A5" ON SHT 8
19 B
36 12 12
40 47
12 4
9 36
1040
479
14 B EX. 6" W (CI) .B
EX. WM11003 LAKEWOOD BLVD. '(IRRIGATION)EX. WM TO BE ABANDONED .11013 LAKEWOOD BLVD.15 3614 12 4
ABANDONMENT OF 6"W .

PIPE STA. 15+00
SEE DETAIL "A7" ON SHT 8
30 EX. WV TO BE ABANDONEDST. STA. 66+0540
EX. CAV
STA. 60+98 A EX. 20" W (DIP) .A
SEE DETAIL 1 HEREONEX. FH TO BE ABANDONEDST. STA. 66+37NEW 4" F.S. LATERAL (TEE)PIPE STA. 13+90EX. 4" FIRE SERVICE DCDA .11003 LAKEWOOD BLVD.SEE DETAIL "B8" ON SHT 930 21 EX. WVST. STA. 60+79EX. WVST. STA. 60+86AA
EX. FH .A. RECONNECTION TO EX. 20"W TIE-IN PIPE STA. 8+60 SEE DETAIL "A6" ON SHT 820 EX. WV TO BE ABANDONEDST. STA. 66+39PROPOSED 8" DIP 33 PIPE STA. 6+81PIPE STA. 8+00NEW FHPIPE STA. 14+61SCALE: HORIZ: 1"= 40' VERT: 1"= 4'

PROFILE LAKEWOOD BOULEVARD (NORTH)
95 100
105
110
115
120
95 100
105
110
115
120
7+50 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+50 FO
6" W FS
WS
WS
18" SS8" SS 18" SS

EXISTING SURFACE

OVER CL OF PIPE
CONSTRUCT 678 LF 8-INCH POTABLE WATER PIPELINE
CL 52 DIP WITH POTABLE ID TAPE
6" W 20" W
(PH#15)
FS
TEL
(PH#14)

PROTECT IN PLACE
EXIST 6"W (CI)4" G
(PH#12)8" GVT.O.P. 108.73B.O.P. 107.9812"x8" TEEBEGIN CONSTRUCTIONPIPE STA. 8+00T.O.P. 111.45B.O.P. 110.7045° BENDPIPE STA. 12+44T.O.P. 109.55B.O.P. 108.800.83± BENDPIPE STA. 8+86T.O.P. 109.45B.O.P. 108.700.10± BENDPIPE STA. 9+06T.O.P. 108.35B.O.P. 107.6045° BENDPIPE STA. 12+41T.O.P. 111.19B.O.P. 110.61JOIN EXIST 6"W (XXX)END CONSTRUCTIONPIPE STA. 15+00T.O.P. 111.35B.O.P. 110.6045° BENDPIPE STA. 12+57T.O.P. 109.35B.O.P. 108.6045° BENDPIPE STA. 12+59PIPE STA. 11+158"x6" FH TEET.O.P. 108.68B.O.P. 108.10PIPE STA. 11+408"x6" FH TEET.O.P. 108.59B.O.P. 108.01PIPE STA. 14+618"x6" FH TEET.O.P. 110.96B.O.P. 110.386" MINCLR29" MINCLR6" MINCLR6" MINCLRPIPE STA. 14+788"x6" REDUCERT.O.P. 111.19B.O.P. 110.44PIPE STA. 14+95HORIZ ANG PTPIPE STA. 14+84HORIZ ANG PTPIPE STA. 9+56HORIZ ANG PTPIPE STA. 12+63HORIZ ANG PTCONSTRUCT 22 LF 6-INCH POTABLE WATER PIPELINE CL 52 DIP WITH POTABLE ID TAPE
RWS
S= 1.0333S= 0.0096
S= -0.0050
S= -0.0033
S= 0.0084
S= -0.0077
S= -1.0000 S= 0.0001
46 46 46 46
EB
TS
TS
TS
FO
FO
UEUE2''G2''GEX. BLOW-OFF TO BE ABANDONED .11003 LAKEWOOD BLVD.EX. WM11003 LAKEWOOD BLVD. 'SUITE 201EX. WM11003 LAKEWOOD BLVD. 'SUITE 101EX. WM11003 LAKEWOOD BLVD. 'SUITE 102EX. WM11003 LAKEWOOD BLVD. 'SUITE 20244 4 4 12 LAKEWOOD BOULEVARD PLAN AND PROFILE
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALFIRESTONE BOULEVARD TO 3RD STREET 0 SCALE:
20'40'80'
1'' = 40'
NOTES:

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

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

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

FIRESTONE BLVD
NLAKEWOOD BOULEVARD - WEST SIDE - Firestone Boulevard to 3rd Street

ADDRESS

CONSTRUCTION
NOTES
EX.

METER
SIZE
EX.

SERVICE
SIZE
EX. METER
NO.

NEW
METER
SIZE

NEW METER
NO.

NEW MXU
NO.TYPE COMMENTS
8767 FIRESTONE BOULEVARD 9 2"---79662038 2"---83136244 POTABLE CONNECT TO NEW 8" MAIN 11101 LAKEWOOD BOULEVARD 12 ------------------POTABLE REMOVE/ABANDON 11027 LAKEWOOD BOULEVARD 12 1"---104961 ---------POTABLE REMOVE/ABANDON 11023 LAKEWOOD BOULEVARD 12 1"---1102030 ---------POTABLE REMOVE/ABANDON 11017 LAKEWOOD BOULEVARD 4 1"---1102029 ---------POTABLE CONNECT TO NEW 8" MAIN 11013 LAKEWOOD BOULEVARD 12 1"---1102028 ---------POTABLE REMOVE/ABANDON 11003 LAKEWOOD BOULEVARD (4" F.S. DCDA)30 5/8"4"38677496 5/8"FIRE CONNECT TO NEW 8" MAIN 11003 LAKEWOOD BOULEVARD (IRRIGATION)4 1"---1102027 1"POTABLE CONNECT TO NEW 8" MAIN 11003 LAKEWOOD BOULEVARD, SUITE 202 4 1"---1161461 1"POTABLE CONNECT TO NEW 8" MAIN 11003 LAKEWOOD BOULEVARD, SUITE 102 4 1"---1161460 1"POTABLE CONNECT TO NEW 8" MAIN 11003 LAKEWOOD BOULEVARD, SUITE 101 4 1"---1162610 1"POTABLE CONNECT TO NEW 8" MAIN 11003 LAKEWOOD BOULEVARD, SUITE 201 4 1"---1162609 1"POTABLE CONNECT TO NEW 8" MAIN 11003

LAKEWOOD BOULEVARD (MANIFOLD
BLOW-OFF)12 ------------------POTABLE REMOVE/ABANDON
LAKEWOOD BOULEVARD - EAST SIDE - Firestone Boulevard to 3rd Street

ADDRESS

CONSTRUCTION
NOTES
EX.

METER
SIZE
EX.

SERVICE
SIZE
EX. METER
NO.

NEW
METER
SIZE

NEW METER
NO.

NEW MXU
NO.TYPE COMMENTS
9001 FIRESTONE BOULEVARD 9 2"---78671182 ------83136964 POTABLE CONNECT TO NEW 8" MAIN 11102 LAKEWOOD BOULEVARD 10 2"---1109181 2"POTABLE CONNECT TO NEW 8" MAIN MATCHLINE STREET STA. 38+50
SEE SHEET 4
3RD STREET
PROPOSED WATER METERS1
_SCALE: 1" = 10'

POTABLE WATER CONSTRUCTION NOTES:

A PROTECT IN PLACE

B ABANDON IN PLACE
REMOVE EXISTING AND INSTALL NEW 5/8” IPERL BY-PASS WATER METER, 520M MXU TOUCHPAD, AND MOUNTING BRACKET ON EXISTING FIRE SERVICE BACKFLOW.
1 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1" METER, AND BOX PER DOWNEY DWG. NO. 1-W.
4 REMOVE EXISTING AND INSTALL NEW 2” RECYCLED WATER METER AND BOX PER DOWNEY DWG. NO. 2-RW.
7 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
10 REMOVE/ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX.11

TO FIRE HYDRANT HEAD, PLUG REMAINING PORTION OF FIRE HYDRANT LATERAL, AND REMOVE FIRE HYDRANT VALVE BOX.
40 INSTALL NEW 12” MJ 11.25° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG. NO. 7-W.
48 INSTALL NEW 12” MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG. NO. 7-W.
46 INSTALL NEW 12” MJ 22.5° DIP VERTICAL BEND WITH RESTRAINTS.49 SCALE: HORIZ: 1"= 40' VERT: 1"= 4'

PROFILE LAKEWOOD BOULEVARD (SOUTH)
95 100
105
110
115
120
95 100
105
110
115
120
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+20
CONSTRUCT 73 LF 12-INCH POTABLE WATER
PIPELINE CL 52 DIP WITHPOTABLE ID TAPE
PIPE STA. 0+05HORIZ ANG PTPIPE STA. 0+27HORIZ ANG PTPIPE STA. 3+63HORIZ ANG PTPIPE STA. 3+90HORIZ ANG PTFOFOFO

FS GS RWSRWS

EXISTING SURFACE

OVER CL OF PIPE
100' UNION PACIFIC RR ROW
CONSTRUCT 140 LF 12-INCH POTABLE WATER PIPELINE
CL 52 DIP WITHIN 24-INCH STEEL CASING
(RESTRAIN ALL JOINTS)
CONSTRUCT 468 LF 12-INCH POTABLE WATER PIPELINE
CL 52 DIP WITH POTABLE ID TAPE
PROP 12" (DI) CARRIER PIPE
IN 24-INCH STEEL CASING
PER DTL 2 ON SHT 11

EXIST RR TRACK
FO
FOFO
FO
2" G (ABAN)
GS
UE
(PH#6)

PROTECT IN PLACE
EXIST 8"W (CI)
8" SS
48" SD
4" RW
(PH#9)
GS
FS
TEL UET.O.P. 109.63B.O.P. 108.53JOIN EXIST 8"W (CI)BEGIN CONSTRUCTIONPIPE STA. 0+00T.O.P. 107.10B.O.P. 106.0045° BENDPIPE STA. 2+61T.O.P. 107.10B.O.P. 106.0045° BENDPIPE STA. 0+42B.O.P. 108.1045° BENDPIPE STA. 2+63T.O.P. 109.20B.O.P. 108.1045° BENDPIPE STA. 0+4012" GVT.O.P. 108.94B.O.P. 107.8412" TEEEND CONSTRUCTIONPIPE STA. 6+81T.O.P. 107.70B.O.P. 106.6022.5° BENDPIPE STA. 6+67T.O.P. 108.94B.O.P. 107.8422.5° BENDPIPE STA. 6+70S= 0.0000S= -1.0500 S= 1.0500
S= -0.0003
S= -0.0037 S= 0.4133
S= -0.0025
PIPE STA. 5+7112"x6" FH TEET.O.P. 107.79B.O.P. 107.21PIPE STA. 4+9812"x6" FH TEET.O.P. 108.06B.O.P. 107.48PIPE STA. 3+2112"x6' FH TEET.O.P. 108.71B.O.P. 108.13PIPE STA. 2+6812"x6" FH TEE12" GVT.O.P. 108.91B.O.P. 108.336" MINCLRPIPE STA. 0+3112"x8" REDUCERT.O.P. 109.23B.O.P. 108.12PIPE STA. 0+3512" GV46 49 46
46 46 49
11400114089011
9018
9020
11215
11445
11511
9002 38+0039+0040+0041+0042+0052+00
53+00
54+00 55+00 56+00 57+00 58+00
59+00
60+00
61+00
EB
EB
PO EBEBTSTSEBEBEB115.33 GS114.73 GS113.90 GSEBEBEBEBEB
11 3
.
8 6

G
S

TSEBEBTSEB
EB

EBIRVEB

IRVICBICB
ICB
ICB
EB

EBEBIRV
TS
TS
EB
UN
K

MHUNK M
H
TS
TS

EB TSEBEB
EB
EB 8''RW4''RW4''RW8''RWUEUEUEUE8''SS8''SS8''SS8''SSFO4''G4''G4''G4''GUEUEFO8''SS8''SS8''W(ABAN)8''W(ABAN)48''SDUTUTUTUTUTUTUE20''W 20''W
20''W 20''W 20''W 20''W 20''W
20''W
20''W
4''G
3''G
4''G
24''SD
21''SD
18''SS
18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN) UT
UT12''RW
12''RW
12''RW
12''RW

FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOUE UE UE
UT

UT UT UT UT
12''RW
12''RW
12''RW 12''RW 12''RW4''G
4''G
4''G 4''G 4''G 4''G
UE
UE

UE UE UTFOUE
UE

UEGFO FO
UT 8''SS8''SS 2''G (ABAN)2''G2''W (ABAN) FO 2"G

1+00 2+00 3+00
4+00 5+00 6+00
9+00

LAKEWOOD BOULEVARD
EX. FHST. STA. 52+51EX. FH TO BE ABANDONEDST. STA. 55+69EX. FH TO BE ABANDONEDST. STA. 56+20EX. FH TO BE ABANDONEDST. STA. 58+02. EX. WM 11400 LAKEWOOD BLVD.A . EX. 8" FIRE SERVICE DCDA 9020 LAKEWOOD BLVD.. EX. WM 9018 LAKEWOOD BLVD.. EX. WM 9020 LAKEWOOD BLVD.. EX. WM 9020 (N) LAKEWOOD BLVD.4 1 4 10 11
37 EX. 8" W (CI) .

EX. 8" W (CI) .

EX. 20" W (DIP) .A
B
AABANDONMENT OF 8" W .PIPE STA. 0+00SEE DETAIL "A8" ON SHT 822 NEW FH (TEE)PIPE STA. 2+68NEW FH (TEE)PIPE STA. 3+21NEW FH (TEE)PIPE STA. 4+9840 37 48 48
37 NEW 11.25° HORIZ. BENDPIPE STA. 3+63NEW 11.25° HORIZ. BENDPIPE STA. 3+90NEW 8" F.S. LATERAL (TEE)PIPE STA. 3+03SEE DETAIL "B9" ON SHT 931 EX. RWMRECYCLED SITE #37 '(CITY MEDIAN IRRIGATION)EX. RWM11215 LAKEWOOD BLVD. '(RECYCLED SITE #96 IRRIGATION)A A
. EX. RWM 9020 LAKEWOOD BLVD. (RECYCLED SITE #36 IRR.)4040 NEW FH (TEE)PIPE STA. 5+71EX. WV TO BE ABANDONEDST. STA. 59+50EX. FH TO BE ABANDONEDST. STA. 58+9640 37 14
U.P.P.R. JACK AND BOREPLAN AND PROFILEPIPE STA. 0+50 TO STA. 2+50SEE SHEET 713 7 EX. 1" CAV .A
PROPOSED 12" DIP 34 SEE SHEET 5

LAKEWOOD BOULEVARD PLAN AND PROFILE
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALMARGARET STREET TO FIRESTONE BOULEVARD MARGARET ST.
0 SCALE:
20'40'80'
1'' = 40'
NOTES:

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

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

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

SOUTHERN PACIFIC RAILROAD

NFIRESTONE BLVD
LAKEWOOD BOULEVARD - WEST SIDE - Margaret Street to Firestone Boulevard

ADDRESS

CONSTRUCTION
NOTES
EX.

METER
SIZE
EX.

SERVICE
SIZE
EX.

METER
NO.

NEW
METER
SIZE
NEW
METER
NO.

NEW MXU
NO.TYPE COMMENTS
RECYCLED SITE #37 (CITY
MEDIAN IRRIGATION)A 2"2"83799152 ------89535174 RECYCLED PROTECT-IN-PLACE 11215

LAKEWOOD BOULEVARD
(RECYCLED SITE #96

IRRIGATION)
A 1"1"82823912 ------87717318 RECYCLED PROTECT-IN-PLACE LAKEWOOD BOULEVARD - EAST SIDE - Margaret Street to Firestone Boulevard

ADDRESS

CONSTRUCTION
NOTES
EX.

METER
SIZE
EX.

SERVICE
SIZE
EX.

METER
NO.

NEW
METER
SIZE
NEW
METER
NO.

NEW MXU
NO.TYPE COMMENTS
11400 LAKEWOOD BOULEVARD 4 1"---71149056 1"POTABLE CONNECT TO NEW 12" MAIN 9020

LAKEWOOD BOULEVARD
(8" F.S. DCDA)1, 13, & 31 5/8"8"38526143 5/8"FIRE CONNECT TO NEW 12" MAIN 9018 LAKEWOOD BOULEVARD 4 1"---1109179 1"POTABLE CONNECT TO NEW 12" MAIN 9020 LAKEWOOD BOULEVARD 10 2"---1109178 2"POTABLE CONNECT TO NEW 12" MAIN 9020(N)LAKEWOOD BOULEVARD 11 ------------------POTABLE REMOVE/ABANDON 9020

LAKEWOOD BOULEVARD
(RECYCLED SITE #36

IRRIGATION)
7 2"2"1109103 2"RECYCLED
MATCHLINE STREET STA. 38+50
SEE SHEET 4

SCALE: HORIZ: 1"= 20' VERT: 1"= 2'

PROFILE UNION PACIFIC RAILROAD
100
105
110
115
120
100
105
110
115
120
0+50 1+00 2+00 2+50
CONSTRUCT 140 LF 12-INCH POTABLE WATER PIPELINE
CL 52 DIP WITHIN 24-INCH STEEL CASING PIPE
(RESTRAIN ALL JOINTS)
FO
FOFOFO
FO

EXISTING SURFACE

OVER CL OF PIPE
100' UNION PACIFIC RR ROW
PROP 12" (DI) CARRIER PIPE IN 24-INCH STEEL
CASING (0.375" MIN. THK.)
PER DETAIL 2 ON SHEET 11.

EXIST RR TRACK

JACKING PIT
ASSUMED 34' x 14'

RECEIVING PIT
ASSUMED 18' x 12'
53+00
54+00
55+00 56+00 57+00EBEB11
5 .
3 3

G
S
1 1
4 .
7 3

G
S
11 3
.
9 0

G
S

EBEBEBEBEB

EBIRVEB
IRVICB
ICB
ICB
ICB
EB
EB

UNK MHUNK MH
EB
20''W 20''W 20''W
20''W 20''W 20''W 20''W 20''W
18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN)2''G (ABAN)FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOUE UE UE UE
UE UE
UT
UT
UT

UT UT UT UT UT UT
12''RW
12''RW
12''RW
12''RW 12''RW 12''RW 12''RW 12''RW 12''RW
4''G
4''G
4''G 4''G 4''G 4''G 4''G 4''G
UE
UE
UE UEGFO FO FO FO 2''W (ABAN)2''W (ABAN)
1+00 2+00 3+00
4+00

PROTECT-IN-PLACE
EXIST. RR ARMS

PROTECT-IN-PLACE
EXIST. RR ARMS
15'25'

JACKING PIT
ASSUMED 34'x14'

RECEIVING PIT
ASSUMED 18'x12'
(SEE NOTES 2 AND 3)
65'75'14'12'PROTECT-IN-PLACE
EXIST. 20"W (DIP)

ABANDON IN PLACE
EXIST 8"W (CI)

PROTECT-IN-PLACE
EXIST. TREE

PROTECT-IN-PLACE
EXIST. LIGHT POLE

PROTECT-IN-PLACE
EXIST. TREE

PROTECT-IN-PLACE

EXIST RR TRACK
MILEPOST #
748105H
EXIST. MEDIAN
EXIST. MEDIAN 5'MIN.5'MIN.PROPOSED

SHORING
2 3 64
4 5
5 6

UNION PACIFIC RAILROAD JACK AND BORE PLAN AND PROFILE
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALPIPE STA. 0+50 TO PIPE STA. 2+50 0 SCALE:
10'20'40'
1'' = 20'
JACK AND BORE NOTES:
100' UNION PACIFIC RAILROAD ROW

UNION PACIFIC RAILROAD
N.

CL
TRACK

CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT IN PLACE EXISTING UTILITIES UNLESS OTHERWISE NOTED.
1 JACKING/RECEIVING PIT SIZE AND DEPTH IS SHOWN AS CONCEPTUAL ONLY. CONTRACTOR SHALL DETERMINE PROPER SIZE FOR EXCAVATION. 2 BACKFILL JACKING/RECEIVING PIT WITH NATIVE BACKFILL OR SLURRY.3 PROTECT IN PLACE ALL EXISTING RAILROAD SIGNAL CROSSING EQUIPMENT.4

THE CONTRACTOR SHALL REMOVE AND REPLACE THE MEDIAN CURB TO THE NEAREST WEAKENED JOINT. REMOVE AND REPLACE LANDSCAPE IN KIND. 5 THE OUTSIDE EDGE OF THE SHORING IS TO BE INSTALLED A MINIMUM OF 5 FEET FROM THE EXISTING WATER LINES.
6 2 3
2 3

UEUE4''G4''G2''G2''G21''SS21''SS51''SD18''SD
18''SD
18''SD
18''SD INSTALL NEW 8" CAP/PLUG AND
ABANDON EXISTING 8" MAIN.

REMOVE EXISTING TEE,

VALVES, AND INTERFERRING
APPURTENANCES; AND
INSTALL NEW 8" MJ 90° DIP
BEND AND THRUST BLOCK.

PROTECT IN PLACE
EXISTING 8" MAIN.

INSTALL NEW 8" SOLID SLEEVE
AND CONNECT NEW 8" MAIN TO
EXISTING 8" MAIN.

INSTALL NEW 8" CL52 CML

DIP WITH POTABLE WATER
ID TAPE.
20''W
20''W 20''W 20''W 20''W
4''W (ABAN)12''SS12''SS UE2''G2''G2''G6''W (ABAN)4'5'2"G 2"G 2"G16+0053+00 IRVICB
ICB
ICB
ICB
20''W
18''SS 18''SS 18''SS
INSTALL NEW 8" MJ 45° DIP

HORIZONTAL BEND AND
THRUST BLOCK.

INSTALL NEW 8" MJ 45° DIP

HORIZONTAL BEND AND
THRUST BLOCK.

INSTALL NEW 8" CL 52 DIP
WITH POTABLE WATER ID TAPE.

NEW 12" CL 52 CML DIP
PER SEPARATE BID ITEM.

INSTALL NEW 8" CAP/PLUG

AND ABANDON EXISTING
8" MAIN.

PROTECT IN PLACE
EXISTING 8" MAIN.

INSTALL NEW 12"x8"

MJ REDUCER AND
ANCHOR BLOCK.

INSTALL NEW 8" SOLID

SLEEVE AND CONNECT
NEW 8" MAIN TO
EXISTING 8" MAIN.INSTALL NEW 8" CL 52

CML DIP WITH POTABLE
WATER ID TAPE.91+00UEUE8''SS17+00INSTALL NEW 4" MJ 45° DIP

HORIZONTAL BEND AND
THRUST BLOCK.INSTALL NEW 4" MJ 45° DIP

HORIZONTAL BEND AND
THRUST BLOCK.

NEW 6" CL 52 CML DIP
PER SEPARATE BID ITEM.

PROTECT IN PLACE
EXISTING 4" MAIN.

INSTALL NEW 6"x4"

MJ REDUCER AND
ANCHOR BLOCK.

INSTALL NEW 4" CAP/PLUG AND
ABANDON EXISTING 4" MAIN.

INSTALL NEW 4" CL 52 DIP
WITH POTABLE WATER ID TAPE.

INSTALL NEW 4" SOLID

SLEEVE AND CONNECT TO
EXISTING 4" MAIN.

INSTALL NEW 4" CL 52 DIP
WITH POTABLE WATER ID TAPE.
40+0060+00SSM
4''RW 4''RW 4''RW
8''SS 8''SS
48''SD 48''SD 48''SD
20''W20''W24''SD18''SS12''RW INSTALL NEW 12"x8" FL TEE, 12" MJxFL C509 GATE
VALVE, 12" MJxFL ADAPTER,
8" FL C509 GATE VALVE,
AND 8" MJxFL ADAPTER.

NEW 12" CL 52 DIP PER
SEPARATE BID ITEM.

PROTECT IN PLACE
EXISTING 12" MAIN.

REMOVE INTERFERRING MAIN
AND INSTALL NEW 12" CL 52 DIP
WITH POTABLE WATER ID TAPE.

INSTALL NEW 8"

CAP/PLUG AND
ABANDON 8" MAIN.

INSTALL NEW 8"

CAP/PLUG AND

ABANDON
EXISTING 8" MAIN.INSTALL NEW 12" CL 52
CML DIP, 12" SOLID

SLEEVE, AND CONNECT
TO EXISTING 12" MAIN.

REMOVE EXISTING CROSS, VALVES,
AND INTERFERING MAIN; INSTALL
NEW 12" CL 52 CML DIP, 12" SOLID

SLEEVE, AND CONNECT TO EXISTING
12" MAIN.

SSM
SSM
8''SS
18''SD
18''SD
8''SS
4''G
2''G21''SS8''SS51''SD51''SD

WATER SYSTEM CONNECTION DETAILS
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALA1ABANDONMENT OF 8"W
ST. STA. 19+98 (FIRESTONE BOULEVARD & BROOKSHIRE AVENUE - NORTHSIDE)

NOT TO SCALE
A6PIPE STA. 8+60 (NW CORNER OF FIRESTONE BOULEVARD & LAKEWOOD BOULEVARD)

NOT TO SCALE
RECONNECTION TO EXISTING 20"W TIE-IN A7PIPE STA. 15+00 (LAKEWOOD BOULEVARD & 3RD STREET)

NOT TO SCALE
ABANDONMENT OF 6"W
CONNECTION TO 12"W
ST. STA. 34+98 (FIRESTONE BOULEVARD & MARBEL AVENUE)

NOT TO SCALE
A3N N
NABANDONMENT OF 8"W
PIPE STA. 0+00 (LAKEWOOD BOULEVARD SOUTH OF UPPR)

NOT TO SCALE
A8 NRECONNECTION TO 4"W
ST. STA. 34+98 (AT MARBEL AVENUE)

NOT TO SCALE
A4 N
A5PIPE STA. 6+81 AND PIPE STA. 8+00 (AT FIRESTONE BOULEVARD)

NOT TO SCALE
ABANDONMENT OF 8"W N NEXISTING CONNECTION TO 12"W
ST. STA. 19+83 (FIRESTONE BOULEVARD & BROOKSHIRE AVENUE - SOUTHSIDE)

NOT TO SCALE
A2 N

REMOVE INTERFERING MAIN AND
APPURTENANCES; AND INSTALL NEW 12" CL
52 CML DIP WITH POTABLE WATER ID TAPE.

REMOVE EXISTING TEE AND INSTALL
NEW 12"x8" FL TEE, 12" MJxFL C509
GATE VALVE, 12" MJxFL ADAPTER,
AND 8" MJxFL C509 GATE VALVE.

INSTALL NEW 12" CL 52 CML DIP,
12" SOLID SLEEVE, AND
CONNECT TO EXISTING 12" MAIN.

REMOVE INTERFERING MAIN
AND APPURTENANCES; AND
INSTALL NEW 8" CL 52 CML DIP

WITH POTABLE WATER ID TAPE,
8" SOLID SLEEVE, AND
CONNECT TO EXISTING 8" MAIN.

NEW 6" CL 52 CML DIP
PER SEPARATE BID ITEM.

INSTALL NEW 12" CL 52
DIP, 12" SOLID SLEEVE,

AND CONNECT TO
EXISTING 12" MAIN.

INSTALL NEW 12"x6" FL TEE, 6" FL
C509 GATE VALVE, (2) 12" MJxFL C509
GATE VALVES, 6" MJxFL ADAPTER,
AND ASSOCIATED MATERIALS.

PROTECT IN PLACE
EXISTING 12" MAIN.

INSTALL NEW 12" CL 52
CML DIP, 12" SOLID

SLEEVE, AND CONNECT
TO EXISTING 12" MAIN.

INSTALL NEW 12" FL TEE, 12" FL C509
GATE VALVE, 12" MJxFL C509 GATE
VALVE, AND (2) 12" MJxFL ADAPTERS.

NEW 8" CL 52 DIP PER
SEPARATE BID ITEM.

INSTALL NEW 6" MJ 45° DIP HORIZONTAL
BEND AND THRUST BLOCK.

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

NEW 8" CL 52 DIP PER
SEPARATE BID ITEM.

INSTALL NEW 8"x6" MJ
REDUCER AND ANCHOR BLOCK.

INSTALL NEW 6" MJ 45°

DIP HORIZONTAL BEND
AND THRUST BLOCK.

INSTALL NEW 6" CL 52 DIP WITH
POTABLE WATER ID TAPE.

PROTECT IN PLACE
EXISTING 6" MAIN.

INSTALL NEW 6" CL 52 CML DIP, AND
CONNECT TO EXISTING 6" MAIN.

PROTECT IN PLACE
EXISTING 8" MAIN.

INSTALL NEW 8" CAP/PLUG AND
ABANDON EXISTING 8" MAIN.

REMOVE EXISTING 8" MAIN AND
INSTALL NEW 8" CL 52 CML DIP
WITH POTABLE WATER ID TAPE.

REMOVE EXISTING

HORIZONTAL BEND

AND THRUST BLOCK

AND CONNECT TO
NEW 8" MAIN.

REMOVE EXISTING

VALVE BOX TO

ABANDON VALVE
IN PLACE.

NEW 8" CL 52 CML

DIP PER SEPARATE
BID ITEM.

INSTALL 12" MJ
C509 GATE VALVE .

EB
3'UE
UT
2'DC
8''SS
UT
UE
UT
FO
FO
UT
UE
UT
FO
3'
8''SS 8''SS
UT
UE
UT
FO
FO
11 3
.
9 0

G
S G3+00
IRV
20''W
FO
14+00
UE

FO FO FO
8''SS 8''SS 8''SSUEUEUEUEUE

UT UT UT

UT UT UT
FO FO
1''G 2'DC
3'2'
TS
8''SS 8''SS 8''SS

UT UT UT

UE UE UE

UT UT UT
FO FO

FO FO FO

REMOVE EXISTING TEE, VALVE,
AND INTERFERING 8" WATER MAIN;

AND ABANDON/PLUG REMAINING
PORTIONS OF 8" WATER MAIN.

EXISTING 4" DCDA
(PROTECT-IN-PLACE).

FIRE SERVICE RECONNECTION DETAILS
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALB1FIRE SERVICE RECONNECTION 11040 BROOKSHIRE AVENUE (DOWNEY HIGH SCHOOL)

NOT TO SCALE
B2FIRE SERVICE RECONNECTION
8613 FIRESTONE BOULEVARD (CHIK-FIL-A)

NOT TO SCALE
B7FIRE SERVICE RECONNECTION
8649 FIRESTONE BOULEVARD (LA BARCA)

NOT TO SCALE
B4FIRE SERVICE RECONNECTION
8626 FIRESTONE BOULEVARD (RALPH'S SHOPPING CENTER)

NOT TO SCALE
B3FIRE SERVICE RECONNECTION
8556 FIRESTONE BOULEVARD (PETCO SHOPPING CENTER)

NOT TO SCALE
B9FIRE SERVICE RECONNECTION
9018 LAKEWOOD BOULEVARD (WALGREENS)

NOT TO SCALE
B8FIRE SERVICE RECONNECTION
11003 LAKEWOOD BOULEVARD

NOT TO SCALE
N N
NN NNNB6FIRE AND POTABLE SERVICE RECONNECTION
8556 FIRESTONE BOULEVARD (FPA WOMEN'S HEALTH)

NOT TO SCALE
N
B5FIRE SERVICE RECONNECTION
8619 FIRESTONE BOULEVARD (THE HABIT)

NOT TO SCALE
N

DISTURBED GRASS TO
BE REPLACED IN KIND.

INSTALL NEW 8" SOLID

SLEEVE AND CONNECT
TO EXISTING 8" FIRE
SERVICE LATERAL.

REMOVE EXISTING TEE AND
INTERFERING 8" WATER MAIN

AND ABANDON/PLUG REMAINING
PORTIONS OF 8" WATER MAIN.

NEW 8" FIRE SERVICE

LATERAL PER
SEPARATE BID ITEM.

INSTALL NEW 8" SOLID SLEEVE
AND CONNECT TO NEW 8" FIRE
SERVICE LATERAL.

INSTALL NEW 8" CL 52 CML DIP
WITH FIRE WATER ID TAPE.

PAINT EXISTING 6" DCDA
PER DETAIL 1 ON SHEET 11.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING 8" WATER MAIN; INSTALL
NEW 6" CL 52 CML DIP, (2) 6" SOLID
SLEEVES, AND CONNECT NEW 6" FIRE
SERVICE LATERAL TO EXISTING; AND

ABANDON/PLUG REMAINING PORTIONS
OF 8" WATER MAIN.

NEW WATER

SERVICES PER
SEPARATE BID ITEMS.

NEW 6" FIRE SERVICE LATERAL
PER SEPARATE BID ITEM.

REMOVE EXISTING PIV.EXISTING FDC
(PROTECT-IN-PLACE).

INSTALL NEW 6" WILKINS DOUBLE CHECK

DETECTOR ASSEMBLY (DCDA) PER
DETAIL 1 ON SHEET 11; AND CONNECT
TO EXISTING 6" FIRE SERVICE LATERAL.

REMOVE EXISTING

BY-PASS WATER
METER AND BOX.

REMOVE EXISTING DC; INSTALL
NEW 6" CL 52 CML DIP WITH FIRE
WATER ID TAPE, 6" SOLID SLEEVE,

AND CONNECT TO EXISTING FIRE
SERVICE LATERAL.

INSTALL NEW 6" CL 52 CML DIP WITH

FIRE WATER ID TAPE AND CONNECT TO
EXISTING 6" FIRE SERVICE LATERAL.

EXISTING 6" FIRE SERVICE LATERAL
(PROTECT-IN-PLACE).

INSTALL NEW 6" CL 52 CML DIP WITH

FIRE WATER ID TAPE AND CONNECT TO
EXISTING 6" FIRE SERVICE LATERAL.

DISTURBED BUSHES TO
BE REPLACED IN KIND.

EXISTING BOLLARD
(PROTECT-IN-PLACE).

EXISTING FDC
(PROTECT-IN-PLACE).

INSTALL NEW 6" WILKINS DOUBLE CHECK

DETECTOR ASSEMBLY (DCDA) PER
DETAIL 1 ON SHEET 11.

REMOVE EXISTING BY-PASS
WATER METER AND BOX.

PAINT EXISTING 4" DCDA
PER DETAIL 1 ON SHEET 11.

INSTALL NEW 4" CL 52 CML DIP

WITH FIRE WATER ID TAPE
AND (2) 4" SOLID SLEEVES;
AND CONNECT NEW 4" FIRE

SERVICE LATERAL TO
EXISTING 4" FIRE SERVICE
LATERAL.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING 8" WATER MAIN; INSTALL
NEW 4" CL 52 CML DIP, (2) 4" SOLID
SLEEVES, AND CONNECT NEW 4" FIRE
SERVICE LATERAL TO EXISTING; AND

ABANDON/PLUG REMAINING
PORTIONS OF 8" WATER MAIN.

NEW 4" FIRE SERVICE LATERAL
PER SEPARATE BID ITEM.

EXISTING 4" DCDA
([PROTECT-IN-PLACE).

INSTALL NEW 4" WILKINS DOUBLE CHECK

DETECTOR ASSEMBLY (DCDA) PER
DETAIL 1 ON SHEET 11.INSTALL NEW 4" CL 52 CML DIP
WITH FIRE WATER ID TAPE.

EX. BRICK PLANTER
(PROTECT-IN-PLACE).

INSTALL NEW 4" MJ 90° DIP
BEND; CONNECT NEW 4" FIRE

SERVICE LATERAL TO EXISTING
4" FIRE SERVICE LATERAL; AND
CAP/PLUG EXISTING 4"
LATERAL TO BE ABANDONED.

REMOVE INTERFERING SERVICE LINE
AND CAP REMAINING TO BE ABANDONED.

REMOVE EXISTING BY-PASS
WATER METER AND BOX.

REMOVE VALVE BOX TO
ABANDON VALVE IN PLACE.

NEW 4" FIRE SERVICE LATER
PER SEPARATE BID ITEM.

NEW WATER SERVICE PER
SEPARATE BID ITEM.

INSTALL NEW 2" COPPER AND
FITTINGS; AND CONNECT TO
CUSTOMER PLUMBING.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING 6" WATER MAIN;
INSTALL NEW 4" CL 52 CML DIP WITH
FIRE WATER ID TAPE, 4" SOLID
SLEEVE, AND CONNECT NEW 4" FIRE
SERVICE LATERAL TO EXISTING 4"
FIRE SERVICE LATERAL; AND

ABANDON/PLUG REMAINING
PORTIONS OF 6" WATER MAIN.

INSTALL NEW 8"x4" MJxFL TEE,
4" MJxFL C509 GATE VALVE,
AND ASSOCIATED MATERIALS.

NEW 12" CL 52 CML DIP
PER SEPARATE BID ITEM.

INSTALL NEW 12"x8" MJxFL TEE,
8" MJxFL C509 GATE VALVE,
AND ASSOCIATED MATERIALS.

INSTALL NEW 8" CL 52 CML DIP WITH FIRE
WATER ID, 8" SOLID SLEEVE, AND CONNECT
TO EXISTING 8" FIRE SERVICE LATERAL.

REMOVE EXISTING TEE AND
INTERFERING 8" WATER MAIN; AND

ABANDON/PLUG REMAINING
PORTIONS OF 8" WATER MAIN.

NEW 12" CL 52 CML DIP
PER SEPARATE BID ITEM.

INSTALL NEW 2" RP DEVICE

AND ENCLOSURE PER

POTABLE WATER MATERIAL
SPECIFICATIONS.

NEW 4" FIRE SERVICE LATERAL
PER SEPARATE BID ITEM.

REMOVE EXISTING BY-PASS
WATER METER AND BOX.

REMOVE EXISTING DC; INSTALL
NEW 6" CL 52 CML DIP WITH FIRE
WATER ID TAPE, 6" SOLID SLEEVE,

AND CONNECT TO EXISTING FIRE
SERVICE LATERAL.

NOTES

1.DOUBLE STRAP SERVICE SADDLE FOR ALL MAINS.

2.INSTALL CORPORATION 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 GUIDE OR PILOT TAP.

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 NON-PERPENDICULAR INSTALLATION IS ALLOWED.

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

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

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

8.TRENCH BACKFILL SHALL BE SAND BEDDING AND BACKFILL IN PIPE ZONE AND NATIVE IN TRENCH ZONE @ 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 FOR IN PROJECT SPECIFICATIONS.

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

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

CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.SIZE AND DESCRIPTION MANUFACTURER MODEL NO.REMARKS DOUBLE STRAP SERVICE SADDLE COMPATIBLE WITH C900

POLYVINYL-CHLORIDE PIPE (PVC) AND DUCTILE IRON PIPE
(D.I.P.)
FORD
JONES

MUELLER
202B
J979
BR2B

AWWA/CC
1" BRONZE CORPORATION STOP
FORD
JONES

MUELLER
FB1000-4-Q-NL
E1937SG
H15008N
AWWA/CC x COMP
1" COPPER TUBING ----TYPE "K" SOFT CONTINUOUS - COIL
1" 90 DEGREE COUPLING
FORD
JONES

MUELLER
L84-44-Q-NL
E2619SG
H15531N
COMP x MIP
1" BRONZE CURB/METER STOP
FORD
JONES

MUELLER
B11-444WR-NL
E1900W
B20200N
FIP x FIP

LOCKWING
1"x3/4" BUSHING (FOR 5/8" & 3/4" METERS)FORD

MUELLER
C18-34NL
47165N MIP x FIP
5/8", 3/4", & 1" METER COUPLING
FORD
JONES

MUELLER
C38-23-2-5-NL (5/8", 3/4")
C38-44-2-625-NL (1")
E130 (5/8", 3/4", 1")
H10890N (5/8", 3/4", 1")
MIP x METER NUT
5/8", 3/4", & 1" POTABLE WATER METER BOX (12"x20"x12")

ARMORCAST
(ROTOCAST BODY,

RPM FRAME & LID)
BOX: P6000485;
LID: A6000484-H7 &
A6000484T-H7 (TR. LOADS)
LID MARKED "WATER"
5/8", 3/4", & 1" POTABLE WATER METER SENSUS SRII ENVIROBRASS II AMR/AMI REGISTER - 1 CUBIC

FOOT REGISTRATION
5/8", 3/4", & 1" POTABLE WATER METER TOUCH PAD WITH MXU ASSEMBLY SENSUS 520M MXU - SINGLE PORT MOUNT STREET SIDE

CORNER OF LID
PEA GRAVEL --------DEPTH = 8 INCH
3 4
5 7
8 9

PARKWAY
1 2
10 11
10 9
117
8 4
3 2
1 6
5 NOTES

1.DOUBLE STRAP SERVICE SADDLE FOR ALL MAINS.

2.INSTALL CORPORATION 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 GUIDE OR PILOT TAP.

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

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

6.NO SPLICES WILL BE PERMITTED BETWEEN CORPORATION STOP AND ANGLE METER STOP 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.

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

8.TRENCH BACKFILL SHALL BE SAND BEDDING AND BACKFILL IN PIPE ZONE AND NATIVE IN TRENCH ZONE @ 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 FOR IN PROJECT SPECIFICATIONS.

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

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

CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.SIZE AND DESCRIPTION MANUFACTURER MODEL NO.REMARKS DOUBLE STRAP SERVICE SADDLE COMPATIBLE WITH C900

POLYVINYL-CHLORIDE PIPE (PVC) AND DUCTILE IRON PIPE
(D.I.P.)
FORD
JONES

MUELLER
202B
J979
BR2B
FIP
2" BRONZE CORPORATION STOP
FORD
JONES

MUELLER
FB1100-7-Q-NL
E1935SG
B25028N
MIP x COMP
2" COPPER TUBING ----TYPE "K" SOFT CONTINUOUS - COIL (OPEN TRENCH) 20'

LENGTHS (BORING)
THRUST BLOCK - 0.7 CU. FT.------------
2" BRONZE REDUCING ANGLE CURB/METER STOP
FORD
JONES

MUELLER
BFA43-777WR-Q-NL
E1975WSG
B24276N
COMP x FL

LOCKWING
1-1/2" AND 2" POTABLE WATER METER BOX (17"x30"x12")

ARMORCAST
(ROTOCAST BODY,

RPM FRAME & LIDS)
BOX: P6001534X12
LID(S): A6001643DZ-H7
& A6000482
LID(S) MARKED "WATER"
1-1/2" AND 2" POTABLE WATER METERS SENSUS OMNI T2 TURBINE (WITH STRAINER)
AMR/AMI REGISTER - 1 CUBIC FOOT

REGISTRATION
1-1/2" AND 2" POTABLE WATER METER TOUCH PAD WITH
MXU ASSEMBLY SENSUS 520M MXU - SINGLE PORT MOUNT STREET SIDE

CORNER OF LID
PEA GRAVEL --------DEPTH = 8 INCH
3 4
5 6
7 9
1 2
8 7
9 6
5 3
2 1
8 4
(2) - #4 REBARS

TIE BARS NOT EMBEDDED IN

CONCRETE SHALL BE

CLEANED AND COATED WITH
BITUMASTIC NO. 50

CARBOLINE OR EQUIVALENT

FINISHED STREET
GRADE
2" RADIUS

FINISHED GROUND
SURFACE (NON-PAVED)6"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. 7 62"CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.SIZE AND DESCRIPTION MANUFACTURER MODEL NO.

RESILIENT WEDGE GATE VALVE PER STANDARD

SPECIFICATIONS

MUELLER
CLOW

US PIPE
2360 SERIES
F-6100 SERIES
METROSEAL 250

POTABLE OR FIRE WATER ID/WARNING TAPE --------
SLIP-TYPE CI VALVE BOX & COVER TYLER UNION 6855 SERIES
CONCRETE RING, CLASS 560-C-3250 --------
VALVE STEM EXTENSION PER DWG. NO. 6-W --------
ANCHOR BLOCK PER DWG. NO. 7-W --------
SEE
NOTE 1

PORTION OF TEE

OR CROSS SHOWN
12" MIN.
2 5
SAND WITH MINIMUM SE OF 30 AND
NATIVE PER DWG. NO. 12-W
MJ, MJxFL, OR FL

CONNECTION PER PLANS

POTABLE WATER MAIN
SEE
NOTE 2
1 2
43 5
6 7
3 4 WATER
6"
(NON-PAVED
AREAS)
12"
(PAVED AREAS)1"NOTES

1.LENGTH OF EXTENSION IN INCHES SHALL BE INSCRIBED WITH AN ARC WELD BEAD (MIN. OF 2" HEIGHT) ON TOP FACE OF CIRCULAR PLATE.

2.VALVE KEY SHALL FIT OVER STANDARD 2" VALVE OPERATING NUT.

3.EXTENSION NUT AND VALVE KEY TO BE IN ALIGNMENT WITH EACH OTHER.

4.PAINT EXTENSION STEM PER APPROVED COATING SYSTEM.

5.PROVIDE VALVE STEM EXTENSION WHEN DEPTH TO OPERATING NUT EXCEEDS 48" (FABRICATE EXTENSION TO FIELD MEASUREMENT - SEE NOTE 6).

6.NO VALVE STEM EXTENSION SHALL SHALL BE LESS THAN 2 FEET IN LENGTH.

TERMINATE EXTENSION 18" TO 30" FROM FINISHED GRADE.

7.PROVIDE ADDITIONAL SPACER PLATE WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5 FEET.

8.HOT DIP GALVANIZE EXTENSION AFTER FABRICATION OR USE STAINLESS STEEL.

SECTION

NOT TO SCALE
DETAIL
1 -
2 -
4-3/4" DIA.
2 HOLES,
3/4" DIA.
1-11/16" DIA.
2"
2"2"12"LENGTH AS REQUIRED TO BRING OPERATING NUT18"-30" BELOW FINISHED SURFACE2"1.315" O.D.
1" SCHED. 80 STEEL

PIPE (ONE PIECE)
EXTENSION NUT 2" x 2" STRUCT. TUBING 0.25" WALL,

CHAMFER TOP OUTER EDGE
2-1/2" SQ. x 0.025"

STEEL PLATE
VALVE KEY, 1/4"

STEEL PLATE
2-1/8"
SQUARE
CIRCULAR 0.25" STEEL PLATE
DIA. = (VALVE BOX I.D. - 1")
DRILL 1.375" DIA. HOLE IN

CENTER OF PIPE
1/4
4 PLACES
1/4
1/4 1/4
1/4
1 -
SECTION 2
-NOT TO SCALE

NOT TO SCALE

DEAD END

TYPICAL SECTION
CROSS
ELEV. (TYP. VERT. BEND)

REDUCER
TEE
90° BEND
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 1-1/2.

2.CITY'S FIELD REPRESENTATIVE MAY INCREASE THE SIZE OF THRUST BLOCK, IF IN CITY'S OPINION, THE SOIL BEARING VALUE IS LESS THAN THE ASSUMED VALUE.

3.SPECIFIED DIMENSIONS BASED ON NOMINAL DIAMETER OF PIPE AT GASKET.

4.SEE SPECIFICATIONS FOR DIMENSIONS AND TEST PRESSURE.

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

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

7.CONCRETE SHALL BE POURED AGAINST UNDISTURBED SOIL.

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

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

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

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.

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

HORIZONTAL / VERTICAL ANCHOR AND THRUST BLOCK
NOTES

1.PIPE BASE AND ZONE BACKFILL - IMPORTED SAND WITH MIN. SE OF 30 OR COEFFICIENT OF PERMEABILITY > 1.4 IN/HR @ MIN. 90% RELATIVE COMPACTION. CERTIFICATION OF IMPORTED MATERIAL REQUIRED.

2.TRENCH ZONE BACKFILL - NATIVE MATERIAL OR IMPORTED SAND WITH MIN. SE OF 30 OR COEFFICIENT OF PERMEABILITY > 1.4 IN/HR @ MIN. 90% RELATIVE COMPACTION. CERTIFICATION OF IMPORTED OR NATIVE MATERIAL REQUIRED.

3.FOR AREAS CURRENTLY PAVED, REPLACE AC/PCC PAVEMENT AND AGGREGATE BASE TO EXISTING CONDITIONS PLUS ONE 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 PAVED AREAS, SEE NOTE 9.

4.FOR AREAS CURRENTLY PAVED, SURFACE COURSE SHALL BE C2-PG-64-10-R10 (1/2") WITH ASPHALT BINDER OF 5.5% TO 5.7% (MIN.

THICKNESS = 2"). FOR AREAS NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS.

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.

6.PERMANENT PAVING SHALL BE COMPLETED WITHIN FIVE (5) DAYS AFTER EXCAVATION. TEMPORARY PAVING SHALL BE TWO-INCH (2") MINIMUM HOT MIX.

7.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 REPLACED.

8.ALL EDGES OF EXISTING PAVEMENT BEING JOINED, SURFACE BEING OVERLAID, AND TRENCH PAVING CUT AREAS SHALL BE SEALED WITH SS 1-H ASPHALTIC EMULSION AT THE RATE OF 0.08 TO 0.10 GALLON PER SQUARE YARD, NOT SOONER THAN 24 HOURS AFTER PLACEMENT OF PAVEMENT.

9.WHERE PLANS SHOW PCC PAVEMENT SUBGRADE (IF ANY) WITH AC PAVEMENT OVERLAY, PCC SECTION SHALL BE REPLACED TO EXISTING CONDITIONS PLUS ONE INCH (P+1"), WITH DOWELS AND EPOXY, AND NEW AC PAVEMENT TO MATCH EXISTING.

EXISTING BASE
AGG. BASE @ 95%

RELATIVE COMPACTION

PIPE ZONE

POTABLE OR FIRE

WATER PIPE PER PLAN

SAND BEDDING &

BACKFILL REQUIRED

PROPOSED PAVEMENT

INITIAL PAVEMENT CUT
NATIVE @ 90% RELATIVE

COMPACTION

TRENCH ZONE

POTABLE OR FIRE WATER

ID/WARNING TAPE PER PLAN
12"6"
MIN.
6"
MIN.

W
W+1'P+1"BP45" MIN.6"NOTES

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 PAINTED WITH ONE PRIME COAT AND TWO FINISH COATS IN THE FIELD, AFTER THE FIRE HYDRANT 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 EPOXY COATING. FINISH COATS SHALL BE SAFETY YELLOW (YE-3) AMERON PSX 700 ENGINEERED SILOXANE COATING.

2.PROVIDE TYPE 316 STAINLESS STEEL "BREAK-AWAY" BOLTS AT HYDRANT FLANGE. FILL BOLTS WITH SILICONE SEALANT.

3.HYDRANT FLANGE GASKET SHALL BE "FULL FACE" AND OF "RUBBER COMPOSITION" THICKNESS.

4.SEE DWG. NO. 12-W FOR TRENCHING/BACKFILL.

5.THRUST BLOCK PER DWG. NO. 7-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 PRESENT). REFLECTIVE MARKERS, ADHESIVES, AND METHOD OF INSTALLATION SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS. BLUE

REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED ON THE SIDE OF THE STREET NEAREST THE FIRE HYDRANT AS PROVIDED BELOW:
a.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. b.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. c.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. d.STREETS WITH RAISED MEDIANS: PLACE MARKER 12-INCHES FROM EDGE OF GUTTER.

ALIGN 2-1/2" OUTLET

PARALLEL WITH STREET
JAMES JONES 3700-R OR 3775-R FIRE
HYDRANT PER PLAN WITH 2' SETBACK

FROM CURB FACE UNLESS OTHERWISE
NOTED ON THE PLANS.
6" DI FLANGED SPOOL
ORDERED TO MEET 4"

DIMENSION
MJxFL 90° ELBOW

THRUST BLOCK
SEE NOTE 542" MIN.SEE NOTE 46" FL OR MJxFL GATE
VALVE PER PLANMAIN LINE 4"MJxFL TEE OR

TAPPING SLEEVE

PER PLAN
6" CL 52 CML DIP PER
PLAN

YELLOW THREADED

HARD PLASTIC CAPS

AND CHAINS
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTALWATER SYSTEM DETAILS

AND MISCELLANEOUS DETAILS

20' BOTTOM10'TOPBOTTOM60
°60°
30°30°
6" MIN CLR

GROUT COUPLING
3/16

GROUT CONNECTION HOLE SPACING

1.ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL CIRCUMFERENCE.

2.PRESSURE GROUTING AROUND PERIPHERY OF CASING IS REQUIRED. GROUT PRESSURE MUST NOT EXCEED FIVE (5) PSIG FOR A DURATION SUFFICIENT TO FILL ALL VOIDS.

3.CARRIER PIPE SHALL BE PRESSURE TESTED PRIOR TO FILLING CASING WITH AIR-BLOWN SAND.

4.UPSTREAM AND DOWNSTREAM ELEVATIONS TO BE VERIFIED PRIOR TO FILLING CASING.

5.SPACING BETWEEN THE CASING SPACERS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS EXCEPT THAT THERE SHALL BE AT LEAST 3 CASING SPACERS PER PIPE SECTION, ONE 12" FROM EACH JOINT AND ONE CENTERED. ADDITIONALLY, ONE SPACER SHALL BE INSTALLED 12" FROM EACH END OF THE CASING.

6.THE ANNULAR SPACE WITHIN THE CASING SHALL BE FILLED WITH AIR-BLOWN SAND.

7.BOTH ENDS OF THE CASING BETWEEN THE CASING AND CARRIER PIPE MUST BE SEALED WATERTIGHT

USING A PULL-ON RUBBER END SEAL SUCH AS MODEL AC AS MANUFACTURED BY ADVANCED PRODUCTS AND SYSTEMS, INC OR APPROVED EQUAL. BANDS SHALL BE TYPE 316 STAINLESS STEEL.

8.12" DIP CARRIER PIPE SHALL BE RESTRAINED.

9.THE CONTRACTOR SHALL CONFIRM THE ACTUAL OUTSIDE DIAMETER OF THE CARRIER PIPE PRIOR TO ORDERING THE CASING SPACERS. SHOP DRAWINGS SHALL BE SUBMITTED PRIOR TO ORDERING THE CASING SPACERS.

10.CASING SHALL HAVE A MINIMUM YIELD STRENGTH OF AT LEAST 35,000 PSI PER METROLINK STANDARD PLAN ES5001.

T
Y
P

STEEL CASING PIPE PER
TABLE

AIR-BLOWN SAND
(SEE NOTE NO. 3)

CARRIER PIPE APPROX

CENTERED IN CASING

CASING SPACERS (TYP)
SEE NOTE NO. 9
2" STANDARD

STEEL PIPE

HALF COUPLING

INSIDE SURFACE

OF STEEL CASING
2" CAST IRON PLUG

OVERALL PIPE OD

GROUT CONNECTION

HOLES FOR SPACING

SEE RIGHT
4'60
°MIN8" TOP4'GROUT PLUG

CASING PIPE

TABLE - STEEL CASING

CARRIER PIPE MIN CASING
SIZE

MIN CASING WALL

THICKNESS
12" DI (16.43" BELL O.D.)24"0.375"
NOTES:ZURNWILKINSDIRECTION OF FLOW
MJXFL 90° ELBOW
(TYP.)
FLANGED CLASS 53 CEMENT-LINED

DIP SPOOLS WITH LENGTH

ORDERED PER FIELD CONDITIONS
TO MEET 12-INCH REQUIREMENT.

SENSUS IPERL SMART METER, 520M

MXU TOUCHPAD, AND AMR
MOUNTING BRACKET.

PAINT DCDA PER POTABLE WATER

MATERIAL SPECIFICATIONS INSTALL

ADDRESS PLACARD AND CHAINS PER
FIRE DEPARTMENT REQUIREMENTS.

WILKINS MODEL 450DA
DOUBLE CHECK DETECTOR ASSEMBLY (DCDA0

OUTDOOR INSTALLATION

OS&Y GATES
NOTES

1.DOUBLE STRAP SERVICE SADDLE FOR ALL MAINS.

2.INSTALL CORPORATION 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 GUIDE OR PILOT TAP.

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

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

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

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

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

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

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

CONSTRUCTION ITEMS / MATERIALS LIST
ITEM NO.SIZE AND DESCRIPTION MANUFACTURER MODEL NO.REMARKS DOUBLE STRAP SERVICE SADDLE COMPATIBLE WITH C900

POLYVINYL-CHLORIDE PIPE (PVC) AND DUCTILE IRON PIPE
(D.I.P.)
FORD
JONES

MUELLER
202B J979
BR2B FIP
2" BRONZE CORPORATION STOP
FORD
JONES

MUELLER
FB1100-7-Q-NL E1935SG
B25028N MIP x COMP
2" COPPER TUBING ----TYPE "K" SOFT CONTINUOUS - COIL (OPEN TRENCH) 20' LENGTHS (BORING)
THRUST BLOCK - 0.7 CU. FT.------------
2" BRONZE REDUCING ANGLE CURB/METER STOP
FORD
JONES

MUELLER
BFA43-777WR-Q-NL E1975WSG
B24276N COMP x FL LOCKWING

ARMORCAST
(RPM-PURPLE)
BOX: A6001640PCX12-PUR;
LID(S): A6001643DZ-H7-PUR
& A6000482-PUR
LID(S) MARKED "RECYCLED WATER"
1-1/2" AND 2" RECYCLED WATER METERS SENSUS OMNI T2 TURBINE (WITH STRAINER)AMR/AMI REGISTER 1 CUBIC FOOT

REGISTRATION
1-1/2" AND 2" RECYCLED WATER METER TOUCH PAD WITH
MXU ASSEMBLY SENSUS 520M MXU - SINGLE PORT MOUNT STREET SIDE CORNER OF LID PEA GRAVEL --------DEPTH = 8 INCH
3 4
5 6
7 9
1 2
8 7
9 6
5 3
2 1
8 4
RW
RW
PLANS PREPARED BY:

DATER.C.E. NO. 55574
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California, 92614
Phone: (949) 809-5000
Fax: (949) 809-5010 75% SUBMITTAL STEEL CASING DETAILS
1STEEL CASING PIPE
NOT TO SCALE 2

DOUBLE CHECK DETECTOR ASSEMBLY (DCDA)

OUTDOOR INSTALLATION OS&Y GATES

NOT TO SCALE

CITY OF DOWNEYPUBLIC WORKS DEPARTMENTCLOSEDLANEONE LANEROADAHEADROAD WORKENDLEFT LANECLOSEDAHEADC30(CA)G20-2W1-6(L)C20LEFT(CA)W20-4SIDEWALKCLOSEDR9-9C9A(CA)ROADWORKAHEADW12-1C20(CA)C20BIKE(CA)W4-2(R)BIKE LANECLOSEDAHEADW1-6(R)CLOSEDLANESC11-BIKE(CA)BIKERIGHT LANECLOSEDAHEADLEFT LANESCLOSEDAHEADC20AB(CA)2R9-11A(LT)R9-11A(RT)SIGN DETAILS:R3-5(R)ONLYW1-4(L)R3-1R3-2R4-7TURN RIGHTMUSTRIGHT LANER3-7(R)ONEWAYRIGHT LANESCLOSEDAHEADC20B(CA)2W20-1W4-2(L)W1-4(R)OPENTRENCHC27(CA)CENTER LANECLOSEDAHEADC20CENTER(CA)CLOSEDROADCLOSEDROADAHEADR11-2R9-3W20-3LEGEND:SIGNALIZED INTERSECTIONFLASHING ARROW BOARDWORK AREASIGNTRAFFIC CONE (REFLECTORIZED)TYPE II BARRICADETYPE III BARRICADEDIRECTION OF TRAVELPORTABLE CHANGEABLE MESSAGE SIGNFLAGGERTRAFFIC CONTROL PLAN GENERAL NOTES:1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST CA MUTCD, WATCHMANUAL, AND CITY OF DOWNEY.2. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LATEST CA MUTCD AND STANDARD PLANS ANDSPECIFICATIONS.3. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES.4. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE.5. CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TOCOMMENCING CONSTRUCTION.6. WHEN CONSTRUCTION IS NOT BEING PERFORMED, ALL ROADWAYS SHALL BE RETURNED TO THEIR FULLTRAFFIC USAGE BY PLATING OR BACKFILLING THE OPEN TRENCHES, AND REMOVAL OF ALL TRAFFICCONTROL DEVICES AND SIGNS USED FOR TRAFFIC CONTROL OR DETOUR.7. ALL TUBULAR DELINEATORS SHALL BE 36 IN. MINIMUM HEIGHT AND CONES SHALL BE 28 IN. MINIMUM HEIGHTAND SHALL INCLUDE 12 IN. HIGH INTENSITY REFLECTORIZED SLEEVE.8. NO WORK IS PERMITTED ON SUNDAYS OR HOLIDAYS UNLESS APPROVED BY THE CITY ENGINEER.9. CONTRACTOR SHALL RE-PAVE WITHIN FIVE DAYS OF BACKFILLING. CONTRACTOR SHALL RESTORE ANY ANDALL STRIPING, PAVEMENT MARKINGS AND TRAFFIC SIGNAL LOOPS DAMAGED OR REMOVED DURINGCONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.10. CONTRACTOR SHALL COORDINATE WITH THE CITY OF DOWNEY AT LEAST THREE WORKING DAYS (72 HOURS)PRIOR TO THE STARTING OF TRAFFIC CONTROL SETUP.11. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL AND COLLECTORS STREETS.12. CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKEANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESEPLANS. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BYTHE CITY ENGINEER.13. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BEREPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY.14. A MINIMUM OF FIVE FOOT CLEARANCE SHALL BE MAINTAINED BETWEEN OPEN EXCAVATION AND ADJACENTMOVING TRAFFIC LANE.15. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY ENGINEER OR INSPECTOR.16. PLACE ADDITIONAL "LANE CLOSED" C30(CA) SIGNS ON TYPE II BARRICADES AT 300 FOOT INTERVALSTHROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" C27(CA)SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY.17. CONTRACTOR SHALL REPLACE/REPAIR ALL DAMAGED STRIPING WITH TEMPORARY STRIPING OR RAISEDPAVEMENT MARKERS AT END OF EACH WORKING DAY.18. CONTRACTOR SHALL BE AWARE OF AMERICAN DISABILITY ACT REQUIREMENTS AS RELATED TO PEDESTRIANACCESS AND MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS.19. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS.20. CONTRACTOR SHALL POST "SYMBOL" UNEVEN LANES, "STEEL PLATES AHEAD" OR "BUMP" SIGNS, FORPAVEMENT SURFACE DISRUPTIONS OF ½ IN. OR GREATER. PAVEMENT DISRUPTIONS OF 1 IN. OR GREATERSHALL BE BEVELED EDGE OF FOUR(4) HORIZONTAL TO ONE(1) VERTICAL.21. CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" AND/OR "ROUGH ROAD IN ADVANCE OFSTEEL PLATE BRIDGING.22. CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRANSPORTATION AUTHORITY (OCTA) OR ANY OTHERAFFECTED TRANSIT SERVICES LOCAL AGENCIES AND UTILITY COMPANIES AT LEAST FIVE WORKING DAYSPRIOR TO CONSTRUCTION.23. ANY WORK OR TRAFFIC CONTROL NOT IN THE CITY OF DOWNEY'S RIGHT OF WAY NEEDS TO BE APPROVEDBY OTHER AGENCIES/PRIVATE PROPERTY OWNERS.24. "TRAFFIC SIGNAL ACTUATION SHALL BE MAINTAINED AT ALL TIMES. IN-PAVEMENT LOOP DETECTORSDAMAGED BY CONSTRUCTION SHALL BE REPAIRED WITHIN 72 HOURS, OR A SUITABLE TEMPORARYREPLACEMENT SYSTEM SHALL BE PROVIDED. APPROVED ALTERNATIVES INCLUDE WIRELESS OR VIDEODETECTION SYSTEMS. INSTALLATION SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT HIS/HER EXPENSE,SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS/HER REPRESENTATIVE PRIOR TO THE START OFCONSTRUCTION. AFTER COMPLETION OF THE ROADWAY CONSTRUCTION AND FINAL PAVING IS IN PLACE,THE INDUCTIVE LOOPS SHALL BE RESTORED AND OPERABLE PRIOR TO THE REMOVAL OF THE TEMPORARYDETECTION SYSTEM.R3-4DETOURM4-10(LT)DETOURM4-10(RT)W20-2DETOURAHEADSC3 (CA)DETOURM4-8aENDDETOURR4-8R6-2R10 5 60
5 5
19 19
42 TS14 ARRAYCONCRETE K-RAILPLANS PREPARED BY:DATER.C.E. NO. HI-WAY SAFETY, INC.13310 5TH STREETCHINO, CA 9171060% SUBMITTALTRAFFIC CONTROL TITLE SHEETC046055 12/31/20244/17/2023

EBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBW20-1250'250'W20-1C30(CA)C30(CA)C30(CA)C30(CA)C30(CA)C30(CA)EBEBEBEBEBEBEBEBEBEBEBEBEBEBEBSTOPRRRRRRR R R R R R G20-2C30(CA)C30(CA)TYPE P (CA)LAKEWOOD BOULEVARD(40 MPH)100'UNION PACIFIC RR ROWN0SCALE:20' 40'80'1'' = 40'FIRESTONE BOULEVARDFIRESTONE BOULEVARDMATCHLINE A SEE SHEET 14MARGARET STREETRECEIVING PIT SIZE(APPROX. 20'x14')JACKING PIT SIZE(APPROX. 36'x16')TAPER 10:1PLANS PREPARED BY:DATER.C.E. NO. HI-WAY SAFETY, INC.13310 5TH STREETCHINO, CA 9171060% SUBMITTALTRAFFIC CONTROL PLANC046055 12/31/20244/17/2023

EBEBEBEBEB EBEBEBEBEBEBEBEB
250'250'250'W20-1W20-5(LT)(2)W4-2(LT)R3-7(LT)C30(CA)W12-1C30(CA)R3-7(LT)W12-1W20-1100'W20-1100'100'W20-1100'W20-1100' OPENING100' OPENING320' MERGING TAPER305' BUFFER SPACING320' MERGING TAPERLAKEWOOD BOULEVARD (40 MPH)0SCALE:20' 40'80'1'' = 40'NMATCHLINE A SEE SHEET 13 3RD STREET3RD STREET5TH STREET5TH STREETPLANS PREPARED BY:DATER.C.E. NO. HI-WAY SAFETY, INC.13310 5TH STREETCHINO, CA 9171060% SUBMITTALTRAFFIC CONTROL PLANC046055 12/31/20244/17/2023

Item Description Qty.Unit Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount 1 Detail “A1” at Approx. St. Sta. 19+98.1 LS 20,000.00$ 20,000.00$ 16,000.00$ 16,000.00$ 30,000.00$ 30,000.00$ 32,000.00$ 32,000.00$ 2 Detail “A2”at Approx. St. Sta. 19+83.1 LS 43,200.00$ 43,200.00$ 40,000.00$ 40,000.00$ 60,000.00$ 60,000.00$ 33,000.00$ 33,000.00$ 3 Detail “A3” at Approx. St. Sta. 34+98.1 LS 35,300.00$ 35,300.00$ 20,000.00$ 20,000.00$ 40,000.00$ 40,000.00$ 34,000.00$ 34,000.00$ 4 Detail “A4” at Approx. Pipe Sta. 17+06.1 LS 16,200.00$ 16,200.00$ 10,000.00$ 10,000.00$ 30,000.00$ 30,000.00$ 38,000.00$ 38,000.00$ 5 Detail “A5” at Approx. Pipe Sta. 6+81 and Pipe Sta. 8+00.1 LS 48,000.00$ 48,000.00$ 42,500.00$ 42,500.00$ 60,000.00$ 60,000.00$ 121,000.00$ 121,000.00$ 6 Detail “A6” at Approx. Pipe Sta. 8+60.1 LS 27,900.00$ 27,900.00$ 15,000.00$ 15,000.00$ 30,000.00$ 30,000.00$ 31,000.00$ 31,000.00$ 7 Detail “A7” at Approx. Pipe Sta. 15+40.1 LS 22,500.00$ 22,500.00$ 10,000.00$ 10,000.00$ 30,000.00$ 30,000.00$ 38,000.00$ 38,000.00$ 8 Detail “A8” at Approx. Pipe Sta. 0+00.1 LS 20,000.00$ 20,000.00$ 12,500.00$ 12,500.00$ 30,000.00$ 30,000.00$ 37,000.00$ 37,000.00$ 9 Detail “B1” at 11040 Brookshire Avenue.1 LS 16,500.00$ 16,500.00$ 24,000.00$ 24,000.00$ 30,000.00$ 30,000.00$ 32,000.00$ 32,000.00$ 10 Detail “B2” at 8613 Firestone Boulevard.1 LS 16,000.00$ 16,000.00$ 20,000.00$ 20,000.00$ 30,000.00$ 30,000.00$ 38,000.00$ 38,000.00$ 11 Detail “B3” at 8556 Firestone Boulevard.1 LS 29,500.00$ 29,500.00$ 30,000.00$ 30,000.00$ 60,000.00$ 60,000.00$ 30,000.00$ 30,000.00$ 12 Detail “B4” at 8626 Firestone Boulevard.1 LS 29,500.00$ 29,500.00$ 25,000.00$ 25,000.00$ 60,000.00$ 60,000.00$ 31,000.00$ 31,000.00$ 13 Detail “B5” at 8619 Firestone Boulevard.1 LS 15,000.00$ 15,000.00$ 10,000.00$ 10,000.00$ 30,000.00$ 30,000.00$ 32,000.00$ 32,000.00$ 14 Detail “B6” at 8635 Firestone Boulevard.1 LS 32,500.00$ 32,500.00$ 30,000.00$ 30,000.00$ 60,000.00$ 60,000.00$ 111,000.00$ 111,000.00$ 15 Detail “B7” at 8649 Firestone Boulevard.1 LS 15,000.00$ 15,000.00$ 12,500.00$ 12,500.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 16 Detail “B8” at 11003 Lakewood Boulevard.1 LS 20,000.00$ 20,000.00$ 12,500.00$ 12,500.00$ 30,000.00$ 30,000.00$ 31,000.00$ 31,000.00$ 17 Detail “B9” at 9020 Lakewood Boulevard.1 LS 21,000.00$ 21,000.00$ 15,000.00$ 15,000.00$ 30,000.00$ 30,000.00$ 32,000.00$ 32,000.00$ 18 Furnish and install new 8-inch MJ 11.25° DIP horizontal bend.1 EA 1,500.00$ 1,500.00$ 1,000.00$ 1,000.00$ 5,000.00$ 5,000.00$ 2,000.00$ 2,000.00$ 19 Furnish and install new 12-inch MJ 11.25° DIP horizontal bend.2 EA 1,500.00$ 3,000.00$ 1,800.00$ 3,600.00$ 5,000.00$ 10,000.00$ 2,100.00$ 4,200.00$ 20 Furnish and install new 6-inch MJ 45° DIP vertical bend.2 EA 1,500.00$ 3,000.00$ 1,000.00$ 2,000.00$ 4,000.00$ 8,000.00$ 2,000.00$ 4,000.00$ 21 Furnish and install new 12-inch MJ 22.5° DIP vertical bend.5 EA 2,500.00$ 12,500.00$ 1,800.00$ 9,000.00$ 5,000.00$ 25,000.00$ 2,100.00$ 10,500.00$ 22 Furnish and install new 12-inch MJ 22.5° DIP vertical bend (restrained joints).1 EA 2,500.00$ 2,500.00$ 1,800.00$ 1,800.00$ 6,000.00$ 6,000.00$ 2,000.00$ 2,000.00$ 23 Furnish and install new 12-inch MJ 45° DIP vertical bend (restrained joints).2 EA 2,500.00$ 5,000.00$ 2,000.00$ 4,000.00$ 7,000.00$ 14,000.00$ 2,100.00$ 4,200.00$ 24 Furnish and install new 12-inch MJ C509 gate valve.2 EA 6,500.00$ 13,000.00$ 5,000.00$ 10,000.00$ 10,000.00$ 20,000.00$ 2,000.00$ 4,000.00$ 25 PRR per ShJack and Bore; and furnish and install 140 LF of 24-inch steel casing (0.375-inch minimum thickness) under U 1 LS 480,000.00$ 480,000.00$ 140,000.00$ 140,000.00$ 300,000.00$ 300,000.00$ 470,000.00$ 470,000.00$ 26 Furnish and install new 2-inch potable water combination air release and vacuum valve (CAV) assembly.1 EA 15,200.00$ 15,200.00$ 8,000.00$ 8,000.00$ 30,000.00$ 30,000.00$ 11,000.00$ 11,000.00$ 27 Remove existing valve box to abandon valve in place.9 EA 1,500.00$ 13,500.00$ 750.00$ 6,750.00$ 3,000.00$ 27,000.00$ 410.00$ 3,690.00$ 28 Furnish and install new 6-inch CL 52 CML DIP with potable water ID tape.106 LF 315.00$ 33,390.00$ 1,100.00$ 116,600.00$ 600.00$ 63,600.00$ 1,500.00$ 159,000.00$ 29 Install new 8-inch CL 52 CML DIP (CITY FURNISHED PIPE ONLY) with potable water ID tape.718 LF 455.00$ 326,690.00$ 1,225.00$ 879,550.00$ 650.00$ 466,700.00$ 675.00$ 484,650.00$ 30 Install new 12-inch CL 52 CML DIP (CITY FURNISHED PIPE ONLY) with potable water ID tape.651 LF 600.00$ 390,600.00$ 1,250.00$ 813,750.00$ 700.00$ 455,700.00$ 687.00$ 447,237.00$ 31 Furnish and install new James Jones 3775-R fire hydrant assembly (12-inch x 6-inch Hot Tap).3 EA 37,500.00$ 112,500.00$ 25,000.00$ 75,000.00$ 70,000.00$ 210,000.00$ 65,000.00$ 195,000.00$ 32 Furnish and install new James Jones 3775-R fire hydrant assembly (6-inch Tee).1 EA 18,800.00$ 18,800.00$ 20,000.00$ 20,000.00$ 30,000.00$ 30,000.00$ 44,000.00$ 44,000.00$ 33 Furnish and install new James Jones 3775-R fire hydrant assembly (8-inch x 6-inch Tee).3 EA 28,000.00$ 84,000.00$ 22,500.00$ 67,500.00$ 40,000.00$ 120,000.00$ 70,000.00$ 210,000.00$ 34 Furnish and install new James Jones 3775-R fire hydrant assembly (12-inch x 6-inch Tee).4 EA 29,500.00$ 118,000.00$ 22,500.00$ 90,000.00$ 30,000.00$ 120,000.00$ 63,000.00$ 252,000.00$ 35 Isolate, cut, and dewater existing 8-inch lateral; remove existing tee and interfering main; cap/plug and abandon existing 8-inch main; and furnish and install new 8-inch MJxFL 90º vertical bend, 8-inch x 6-inch FL reducing riser, and James Jones 3775-R fire hydrant.1 LS 23,000.00$ 23,000.00$ 22,500.00$ 22,500.00$ 30,000.00$ 30,000.00$ 221,000.00$ 221,000.00$ 36 Remove existing fire hydrant riser from and including 90° elbow to fire hydrant head, plug remaining portion of fire hydrant lateral, and remove fire hydrant valve box.11 EA 1,500.00$ 16,500.00$ 3,000.00$ 33,000.00$ 2,000.00$ 22,000.00$ 790.00$ 8,690.00$ 37 Furnish and install new 8-inch fire service lateral with fire water ID tape (12-inch x 8-inch Hot Tap).1 EA 41,000.00$ 41,000.00$ 20,000.00$ 20,000.00$ 70,000.00$ 70,000.00$ 18,000.00$ 18,000.00$ 38 Furnish and install new 6-inch fire service lateral with fire water ID tape (12-inch x 6-inch Hot Tap).1 EA 32,000.00$ 32,000.00$ 20,000.00$ 20,000.00$ 60,000.00$ 60,000.00$ 17,000.00$ 17,000.00$ 39 Furnish and install new 4-inch fire service lateral with fire water ID tape (12-inch x 4-inch Hot Tap).3 EA 27,400.00$ 82,200.00$ 17,500.00$ 52,500.00$ 50,000.00$ 150,000.00$ 18,000.00$ 54,000.00$ 40 Isolate, cut, and dewater existing 8-inch fire service lateral; remove existing fire hydrant assembly; and furnish and install new 8-inch CL 52 CML DIP with fire water ID tape, 8-inch solid sleeves, and associated materials.1 LS 11,000.00$ 11,000.00$ 35,000.00$ 35,000.00$ 10,000.00$ 10,000.00$ 20,000.00$ 20,000.00$ 41 Remove existing and furnish and install new 5/8-inch iperl by-pass water meter, 520M MXU touchpad, and mounting bracket on existing fire service backflow.4 EA 2,000.00$ 8,000.00$ 3,000.00$ 12,000.00$ 2,500.00$ 10,000.00$ 5,900.00$ 23,600.00$ 42 Remove existing and furnish and install new 1-inch potable water meter and box.1 EA 2,700.00$ 2,700.00$ 3,000.00$ 3,000.00$ 2,000.00$ 2,000.00$ 5,800.00$ 5,800.00$ 43 Furnish and install new 1-inch potable water service (reuse existing meter and box).11 EA 8,200.00$ 90,200.00$ 8,500.00$ 93,500.00$ 9,000.00$ 99,000.00$ 5,900.00$ 64,900.00$ 44 Remove/Abandon existing and furnish and install new 1-inch potable water service, 1-inch meter, and box.10 EA 9,700.00$ 97,000.00$ 10,000.00$ 100,000.00$ 7,000.00$ 70,000.00$ 5,800.00$ 58,000.00$ 45 Remove existing and furnish and install new 2-inch potable water angle meter stop (on existing copper service), 1-1/2-inch meter, and box.2 EA 5,800.00$ 11,600.00$ 4,500.00$ 9,000.00$ 5,000.00$ 10,000.00$ 5,800.00$ 11,600.00$ 46 Remove existing and furnish and install new 2-inch potable water meter box only (reuse existing meter).8 EA 2,500.00$ 20,000.00$ 1,400.00$ 11,200.00$ 2,000.00$ 16,000.00$ 5,800.00$ 46,400.00$ 47 Remove existing and furnish and install new 2-inch potable water angle meter stop (on existing copper service), 2-inch meter, and box.3 EA 6,500.00$ 19,500.00$ 2,500.00$ 7,500.00$ 6,000.00$ 18,000.00$ 5,900.00$ 17,700.00$ 48 Furnish and install new 2-inch potable water service (reuse existing meter and box).4 EA 13,200.00$ 52,800.00$ 15,000.00$ 60,000.00$ 15,000.00$ 60,000.00$ 5,900.00$ 23,600.00$ 49 Remove/Abandon existing and furnish and install new 2-inch potable water service, 2-inch meter, and box.5 EA 15,500.00$ 77,500.00$ 15,000.00$ 75,000.00$ 15,000.00$ 75,000.00$ 5,900.00$ 29,500.00$ 50 Remove/Abandon existing service, meter (if any), and box.2 EA 2,000.00$ 4,000.00$ 3,000.00$ 6,000.00$ 2,500.00$ 5,000.00$ 1,100.00$ 2,200.00$ 51 Remove existing meter (if any) and box.5 EA 1,200.00$ 6,000.00$ 2,500.00$ 12,500.00$ 1,000.00$ 5,000.00$ 1,100.00$ 5,500.00$ 52 Remove existing and furnish and install new 2-inch recycled water meter and box.1 EA 6,000.00$ 6,000.00$ 10,000.00$ 10,000.00$ 1,000.00$ 1,000.00$ 5,900.00$ 5,900.00$ 2,662,280.00$ 3,176,250.00$ 3,294,000.00$ 3,671,867.00$ Engineer's Estimate

CONTRACTOR TOTAL BASE BID
Williams Pipeline Contractors, Inc.

Colich & Sons, LP
Dominguez General Engineering, Inc.

Teichert Energy & Utilities Group, Inc.
3,294,000.00$
3,671,867.00$
TOTAL BASE BID – Items 1 to 52
ALL BIDS RECEIVED:
2,137,000.00$
2,662,280.00$
3,176,250.00$
Recycled Water Meters and Services
Abandon and Reconnect to Existing Water Main by Constructing Per Items 1, 2, 3, 4, 5, 6, 7, and 8.

Reconstruct Fire Service Per Items 9, 10, 11, 12, 13, 14, 15, 16, and 17.

Potable Water Main, Fittings, and Associated Improvements Potable Water Ductile Iron Pipe
Fire Hydrants
Fire Services
Potable Water Meters and Services
CAPITAL IMPROVEMENT PROJECT NO. 23-29
Firestone Boulevard at Lakewood Boulevard Water System Improvements

BID SUMMARY
June 15, 2023
Williams Pipeline Contractors, Inc.Colich & Sons, LP Dominguez General Engineering, Inc.Teichert Energy & Utilities Group, Inc.

ATTACHMENT C

Downey City CouncilJune 27, 2023

Downey City Council
June 27, 2023