Downey City Council
September 10, 2024

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

DATE: SEPTEMBER 10, 2024

SUBJECT: APPROVAL OF CONSTRUCTION CONTRACT FOR DOWNEY AVENUE

WATER SYSTEM IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 24-21

EXECUTIVE SUMMARY

The City Council will consider awarding a contract to Williams Pipeline Contractors, Inc. in the amount of $1,339,210 for the construction of the Downey Avenue Water System Improvements Project, CIP No. 24-21. The proposed water improvements, which would occur on Downey Avenue from Alameda Street to Firestone Boulevard, are necessary to ensure reliable water service in the area and are recommended to be completed prior to upcoming pavement rehabilitation along this street.

RECOMMENDATION

That the City Council:

1. Award a contract to Williams Pipeline Contractors, Inc. in the amount of $1,339,210 for the construction of Downey Avenue Water System Improvements, CIP No. 24- 21; and

2. 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 $1,800,000.

BACKGROUND

The water system infrastructure along Downey Avenue from Alameda Street to Firestone Boulevard is in need of improvements to ensure reliable water service for domestic usage and fire protection purposes. The proposed water improvements are to be completed in advance of upcoming pavement rehabilitation in order to eliminate impacts to newly installed pavement in the future. The project limits are shown on the project location map included as Attachment A.

APPROVAL OF CONSTRUCTION CONTRACT FOR DOWNEY AVENUE WATER SYSTEM IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 24-21 SEPTEMBER 10, 2024
PAGE 2
2 ANALYSIS

On June 25, 2024, 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: the installation of 560 feet of new 10-inch water main along Downey Avenue between Phlox Street and Iowa Street and along Iowa Street between Downey Avenue and Dolan Street; 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 posted on Planet Bids on July 25, 2024, advertised in the Downey Patriot on July 25, 2024 and August 1, 2024 and published in various trade publications. On August 8, 2024, the City received nine bids electronically through Planet Bids ranging from $1,339,210 to $2,527,950. The bid results were as follows:

CONTRACTOR LOCATION BID AMOUNT
Williams Pipeline Contractors, Inc. Mission Hills $1,339,210 CEM Construction Corp. Montebello $1,392,500
All Cities Engineering, Inc. Riverside $1,472,751
Creative Home, Inc. DBA CHI Construction Fullerton $1,841,906 Aneen Construction, Inc. Riverside $2,085,199
T.E. Roberts, Inc. Irvine $2,255,081
Dominguez General Engineering, Inc. Pomona $2,274,500
TTS Engineering, Inc. Stanton $2,338,449
Gentry General Engineering, Inc. Rancho Cucamonga $2,527,950

The lowest responsive and responsible bidder is Williams Pipeline Contractors, Inc. in the amount of $1,339,210 (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 Downey Avenue Water System Improvements, CIP No. 24-21.

Construction is anticipated to begin in September 2024 and be completed in February 2025.

It is anticipated that the pavement rehabilitation project on Downey Avenue would begin in January 2025, while the final testing of the water improvements are being completed.

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

APPROVAL OF CONSTRUCTION CONTRACT FOR DOWNEY AVENUE WATER SYSTEM IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 24-21 SEPTEMBER 10, 2024
PAGE 3
3 CITY COUNCIL PRIORITIES

Quality of Life, Safety and Infrastructure

FISCAL IMPACT

Approval of the recommended actions will result in an expenditure of approximately $1,601,000, (break down listed below) from Water Fund Capital Improvement Program (CIP) Account No. 51-1-8698 as provided in the table below.

Description Amount
Design $69,956
Construction Contract $1,339,210
Contingencies (10%) $133,921
City-Furnished Materials $15,913
Materials Testing and Contract Administration $42,000
Total Estimated Project Cost: $1,601,000

There is sufficient fund balance for the recommended actions.

Account No. Funding Source Amount
51-1-8698
FY 2023-24 Downey Avenue Water System
Improvements CIP $100,000
51-1-8698
FY 2024-25 Downey Avenue Water System
Improvements CIP $1,700,000
Total Project Funding: $1,800,000

ATTACHMENTS

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

APPROVAL OF CONSTRUCTION CONTRACT FOR DOWNEY AVENUE WATER SYSTEM IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 24-21 SEPTEMBER 10, 2024
PAGE 4
4 ATTACHMENT A

POTABLE WATER CONSTRUCTION NOTES:

REMOVE EXISTING AND INSTALL NEW 5/8" POTABLE WATER METER AND BOXPER DOWNEY DWG. NO. 1-W.1 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/8” METER, AND BOX PER DOWNEY DWG. NO. 1-W.2
REMOVE EXISTING AND INSTALL NEW 3/4" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.3 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 3/4”METER, AND BOX PER DOWNEY DWG. NO. 1-W.4 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER BOX ONLY (REUSE EXISTINGCOPPER SERVICE AND METER) PER DOWNEY DWG. NO. 1-W.5 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND LID ONLY (REUSE EXISTING METER BOX) PER DOWNEY DWG. NO. 1-W.6
REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.7 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1” METER,AND BOX PER DOWNEY DWG. NO. 1-W.8 REMOVE EXISTING AND INSTALL NEW 1-1/2" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 2-W.
9 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1-1/2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
10 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 2-W.11 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE ONLY(REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 2-W.12 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2”METER, AND BOX PER DOWNEY DWG. NO. 2-W.13 REMOVE/ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX FROM MAIN.14 REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE.15
REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER DOWNEY DWG. NO. 5-W.16 ISOLATE, CUT, AND DEWATER EXISTING 4” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 4” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.17 ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 6” MJXFL C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.19 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 10” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.21 ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 8” CL 52 CML DIP WITH POTABLE WATER ID TAPE AND 8” SOLID SLEEVES.22 23 ISOLATE, CUT, AND DEWATER EXISTING 8” MAINS; AND ABANDON/PLUGREMAINING PORTION OF EXISTING 8” MAIN PER DETAIL “A1” ON SHEET 8. 24 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND ABANDON/PLUG REMAININGPORTION OF EXISTING 8” MAIN PER DETAIL “A2” ON SHEET 8. 25 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND RECONNECT EXISTING 6”MAIN TO EXISTING 8” MAIN PER DETAIL “A3”, DETAIL “A4”, DETAIL “A5”, ORDETAIL “A6” ON SHEET 8. 26 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND CONNECT NEW 10” MAIN TOEXISTING 10” MAIN PER DETAIL “A7” ON SHEET 8. 27 CONNECT NEW 10” MAINS PER DETAIL “A8” ON SHEET 8.
28 ISOLATE, CUT, AND DEWATER EXISTING 10” MAINS; CONNECT NEW 10” MAIN TO EXISTING 10” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 10”MAIN PER DETAIL “A9” ON SHEET 8.

ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; CONNECT NEW 10” MAIN TO EXISTING 6” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6”MAIN PER DETAIL “A10” ON SHEET 8. 29 30 ISOLATE, CUT, AND DEWATER EXISTING MAINS; CONNECT NEW 10” MAIN TOEXISTING 10” MAIN; AND AFTER SUCCESSFULLY PASSING ALL BACTERIOLOGICAL TESTS - ABANDON/PLUG REMAINING PORTION OF EXISTING 6” MAIN PER DETAIL“A11” ON SHEET 8. 31 ISOLATE, CUT, AND DEWATER EXISTING MAINS; CONNECT NEW 10” MAIN TO EXISTING 10” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6”MAIN PER DETAIL “A12” ON SHEET 8. 32 ISOLATE, CUT, AND DEWATER EXISTING 10” FIRE SERVICE LATERAL ANDRECONNECT PER DETAIL “B1” ON SHEET 9. 33 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL ANDRECONNECT PER DETAIL “B2” ON SHEET 9. 34 ISOLATE, CUT, AND DEWATER EXISTING 6” FIRE SERVICE LATERAL ANDRECONNECT PER DETAIL “B3” ON SHEET 9. 35 INSTALL NEW 6” FIRE SERVICE LATERAL; AND ISOLATE, CUT, AND DEWATEREXISTING 6” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B4” ON SHEET 9. 36 INSTALL NEW 10”X6” MJXFL TEE, 6” MJXFL C509 GATE VALVE, 6” CL 52 CML DIPWITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W.

INSTALL NEW 10”X6” MJ TEE, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE“L-SHAPED” LATERAL, 6” MJXFL HORIZONTAL BEND, 6” FLXMJ C509 GATE VALVE,AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W. 37 38 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; INSTALL NEW 10”X6” MJ TEE,6” CL 52 CML DIP WITH POTABLE WATER ID TAPE “L-SHAPED” LATERAL, 6” MJXFLHORIZONTAL BEND, 6” FLXMJ C509 GATE VALVE, AND JAMES JONES 3775-R FIREHYDRANT PER DOWNEY DWG. NO. 10-W. 39 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; INSTALL NEW 10”X6” MJXFLTEE, 6” MJXFL C509 GATE VALVE, 6” CL 52 CML DIP WITH POTABLE WATER IDTAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.

PROTECT IN PLACEA

WORK TO BE DONE BY OTHERSB

ABANDON IN PLACEC
ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 6” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.18 ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 8” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.20 40 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND EXTEND LATERAL 5' WITH NEW 6” CL 52 CML DIP ANDJAMES JONES 3700-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W. 41 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3700-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W. 42 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3775-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W. 43 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; REMOVE EXISTING FIREHYDRANT ASSEMBLY FROM MAIN; AND INSTALL NEW 10” CL52 CML DIP, 10”SOLID SLEEVES, AND ASSOCIATED MATERIALS. 45 INSTALL NEW 10” CL 52 CML DIP WITH POTABLE WATER ID TAPE PER DOWNEYDWG. NO. 12-W. 44 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD, PLUG REMAINING PORTION OF FIRE HYDRANT LATERAL,AND REMOVE FIRE HYDRANT VALVE BOX.

No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999

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.

INDEX TO PROJECT DRAWINGS
SHEET NO.DESCRIPTION
1 TITLE SHEET, VICINITY MAP, AND CONSTRUCTION NOTES
2 WATER SYSTEM GENERAL NOTES, MATERIAL SPECIFICATIONS, AND ABBREVIATIONS 3 DOWNEY AVENUE PLAN - ALAMEDA STREET TO COLE STREET4 DOWNEY AVENUE PLAN - COLE STREET TO LUXOR STREET 5 DOWNEY AVENUE PLAN - LUXOR STREET TO ARNETT STREET
6 DOWNEY AVENUE PLAN - ARNETT STREET TO FIRESTONE BOULEVARD 7 IOWA STREET PLAN AND PROFILE - DOWNEY AVENUE TO DOLAN STREET 8 WATER SYSTEM CONNECTION DETAILS
9 FIRE SYSTEM RECONNECTION DETAILS
10 WATER SYSTEM DETAILS

BASIS OF BEARINGS

BENCHMARK

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT

THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE LOS ANGELES COUNTY PUBLIC WORKS BENCHMARK NUMBER EY5884, (YEAR 2013). -THE MONUMENT IS A LOS ANGELES COUNTY BENCHMARK STAMPED (5884). THE MONUMENT IS LOCATED IN THE SOUTH CURB OF FIRESTONE BOULEVARD, 3FT EAST OF THE ECR AT THE SOUTHEAST CORNER OF DOWNEY AVENUE.

ELEV.= 117.973 FT.

THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 5, (2010.00 EPOCH) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING

NATIONAL GEODETIC SURVEY NETWORK, CONTINUALLY OPERATING REFERENCE STATIONS(CORS), OR EQUIVALENT STATIONS:

STATION NORTHING EASTING
JPLM 1896964.07 6509293.80
VDCY 1887437.11 6495130.74
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES AND ARE IN U.S. SURVEY FOOT. GROUND DISTANCES CAN BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINED FACTOR OF 0.9999767263.

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.

VICINITY MAP

NOT TO SCALE

SURVEYOR'S NOTES

THE RIGHT OF WAY LINES SHOWN HEREON ARE BASED UPON THE RECORDED MAPS AVAILABLE AT THE LOS ANGELES COUNTY SURVEYOR'S OFFICE. NO BENEFIT OF TITLE REPORT TO VERIFY OTHER RIGHT OF WAY DEDICATIONS.

END PROJECT

UNAUTHORIZED CHANGES & USES

BEGIN PROJECT

UTILITY AND AGENCY INDEX
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 TERRY KIM 818-551-2029 FRONTIER COMMUNICATION (VERIZON) RAYMOND ROUNDTREE 562-903-7939 LA COUNTY FLOOD CONTROL DISTRICT MARYAM ADHAMI 626-458-3129 SOUTHERN CALIFORNIA EDISON SAUL VALLE 562-903-3176
CENTRAL BASIN MUNICIPAL WATER DISTRICT ISABELLE GUIDO 323-201-5541 SOUTHERN CALIFORNIA GAS COMPANY ERNIE GONZALEZ 714-634-3121 SPECTRUM (TIME WARNER CABLE) ERNEST CHANG 562-259-2015
MWD KEN CHUNG 213-217-7670
LEVEL 3 / WILTEL COMMUNICATIONS ROGER WEATHERS 720-888-5688 ABOVENET COMMUNICATIONS KEVIN SULLIVAN 714-236-8502
MCI WORLDCOM DON BECKERMANN 626-666-3526
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

STREET CENTERLINE

EXISTING R/W

SYMBOL/LEGEND

EXISTING WATER MAIN

EXISTING GAS LINE

EXISTING SANITARY SEWER
G
SS

PROPOSED WATER MAIN

PROPOSED WATER SERVICE

EXISTING WATER MAIN TO BE ABANDONED

EXISTING STORM DRAINSD

UE EXISTING UNDERGROUND ELECTRICAL LINE
UT
FO
RW

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING UNDERGROUND FIBER OPTIC LINE

EXISTING RECYCLED WATER LINE

EXISTING CASING

POST INDICATOR VALVE

POWER POLE

TELEPHONE VAULT

GAS VALVE

RIGHT OF WAY

CENTERLINE
TREE
CONTOUR 5' INTERVAL
CONTOUR 1' INTERVAL

SPOT ELEVATION

WATER VALVE

CHAIN LINK FENCE

TOP OF X

NATURAL GROUND

FINISH SURFACE

FLOW LINE

TOP OF CURB

ELECTRIC CABINET

WATER VAULT

TELEPHONE PULL BOX

SEWER MANHOLE

ELECTRIC VAULT

VENTILATION PIPE

STORM DRAIN INLET

UNKNOWN VAULT

TRAFFIC SIGNAL

CABLE TV PULL BOX

FIRE HYDRANT

TRAFFIC SIGNAL PULL BOX

SURVEY MONUMENT
SIGN

WATER METER

TELEPHONE MANHOLE

IRRIGATION CONTROL VALVE/BOX

ELECTRIC LIGHT

ELECTRIC PULL BOX

ELECTRIC MANHOLE

STORM DRAIN MANHOLE

BACKFLOW PREVENTION VALVE

SEWER CLEAN OUT

FIRE DEPARTMENT CONNECTION (FDC)

CONTROL POINT

BENCHMARK

GAS VAULT

GUY ANCHOR

TELEPHONE CABINET

CATHODIC PROTECTION TEST STATION

RAILROAD CROSSING CONTROL GATE

BOTTOM OF X

FIRE DOUBLE CHECK DETECTOR ASSEMBLY (DCDA)
POTABLE WATER CONSTRUCTION NOTES:

EXISTING WATER SERVICE

ATTACHMENT B

No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999

1. 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 ALEX GUERRERO AT 562-417-2764 (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), AS REQUIRED BY THE TRAFFIC ENGINEER, AND AS PROVIDED ON TRAFFIC CONTROL PLANS.

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. 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 EBAA 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 T 2 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 POLYMER CONCRETE (RPM) MODEL A6000485SA 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 POLYMER CONCRETE (RPM) MODEL A6001640PCX12 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. 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

16. 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.

17. 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.

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

19. 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.

20. 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.

21.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:

22. 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”.

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

24. 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.

25. 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.

26. 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.

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

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

29. 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)ABBREVIATIONS

ABANDONED
ANGLE

AGGREGATE

AMERICAN SOCIETY FOR TESTING AND MATERIAL
AVENUE

AMERICAN WATER WORKS ASSOCIATION

BEGINNING OF CURVE

BOULEVARD

BENCHMARK

BOTTOM OF PIPE

COMBINATION AIR VAC

CAST IRON

CLASS, CENTERLINE

CEMENT MORTAR LINED
CLEAR

COMPRESSION
CORNER
CUBIC

DOUBLE CHECK DETECTOR ASSEMBLY

DUCTILE IRON

DIAMETER

DUCTILE IRON PIPE
DRIVE

DRAWING

END OF CURVE

EXISTING

ELECTRICAL

ELEC PULLBOX

ELEVATION

ELECTRICAL MANHOLE

EAST OF

FIRE HYDRANT

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

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

T T T TTTTT
8''W 8''W

UT UT UT UT
10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 54'' SD 54'' SD 54'' SD 54'' SD 54'' SD

UT UT UT UT UT UT UT UT UT UT UT UT UT
8''W 8''W 8''W 8''W 8''W

T T T T T T T T T T TTTTTTTTTTTTTTTTTTTTTTT
51'' SD 51'' SD 51'' SD 51'' SD 51'' SD 51'' SD 51'' SD 51'' SD 51'' SD 51'' SD T T T T T T T T T T T TTTTTTTTTTTTT8'' SS63'' SDTT10'' SS T TTT3'' G 3'' G
6''W
10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 1 8
'' SD2'' G2'' G3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' GG8''W8''WT T T T T T T T T T T T TTTTTGGGGG 8''OIL8''OIL8''OIL8''OILOT OT OTOTOT

OTOTOT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT UT UT UT UT UT UT UT UT UT UT UT UT2'' G2'' G6''W18'' SD10'' SS10'' SS10'' SS15'' SS15'' SS6''W63'' SD9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 /////////////////////////////////////////////////////////////////////////////////////////////////////////////// POTABLE WATER CONSTRUCTION NOTES:

PROTECT IN PLACEA
REMOVE EXISTING AND INSTALL NEW 5/8" POTABLE WATER METER AND BOXPER DOWNEY DWG. NO. 1-W.1 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/8” METER, AND BOX PER DOWNEY DWG. NO. 1-W.
2 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 3/4”METER, AND BOX PER DOWNEY DWG. NO. 1-W.4 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND LID ONLY(REUSE EXISTING METER BOX) PER DOWNEY DWG. NO. 1-W.6 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.7 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1-1/2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.
10 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 2-W.11 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2”METER, AND BOX PER DOWNEY DWG. NO. 2-W.13

ABANDON IN PLACEC
REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1” METER,AND BOX PER DOWNEY DWG. NO. 1-W.8 REMOVE EXISTING AND INSTALL NEW 1-1/2" POTABLE WATER METER AND BOX PER DOWNEY DWG. NO. 2-W.
9 REMOVE EXISTING AND INSTALL NEW 3/4" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.3 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER DOWNEY DWG. NO. 5-W.16 ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 8” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.20 23 ISOLATE, CUT, AND DEWATER EXISTING 8” MAINS; AND ABANDON/PLUGREMAINING PORTION OF EXISTING 8” MAIN PER DETAIL “A1” ON SHEET 8. 24 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND ABANDON/PLUG REMAININGPORTION OF EXISTING 8” MAIN PER DETAIL “A2” ON SHEET 8. 25 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND RECONNECT EXISTING 6”MAIN TO EXISTING 8” MAIN PER DETAIL “A3”, DETAIL “A4”, DETAIL “A5”, ORDETAIL “A6” ON SHEET 8. 40 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND EXTEND LATERAL 5' WITH NEW 6” CL 52 CML DIP ANDJAMES JONES 3700-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W. 41 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3700-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W. 42 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3775-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W.

ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 8” CL 52 CML DIP WITH POTABLE WATER ID TAPE AND 8” SOLID SLEEVES.22

T T T T T T TTTTTTTT
8''W 8''W 8''W

UT UT UT UT UT UT UT
3'' G

UT UT UT
51'' SD 51'' SD 51'' SD 51'' SD 51'' SD 51'' SD
8''W2'' G2'' G10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 2'' G3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 8''W TT
T

T T T T T T

OTOTOTOTOT OT OT
OT OT OT OT OT OT OT 2'' G2'' G21+00 22+00 23+00 24+00 25+00 EX. WM12031 DOWNEY AVE.No. C70118SAFA S . KAMA N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999
R/W

ALAMEDA STREET DOWNEY AVENUE

BOYNE STREET
R/W
P/L

ALAMEDA STREET
60 '
3 0 '30'
60'
30'30'80'40'40'11.5'15'60'
30'30'80'40'40'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. 00 40' 80'
R/W
R/W
EX. WM12160 DOWNEY AVE.EX. WM12151 DOWNEY AVE.8 EX. WM12136 DOWNEY AVE.13 EX. WM12132 DOWNEY AVE.9 EX. WM12116 DOWNEY AVE.1 EX. WM12110 DOWNEY AVE.13 EX. WM12066 DOWNEY AVE.10 EX. WM12160 DOWNEY AVE.13 EX. WM12054 DOWNEY AVE.13 EX. WM12048 DOWNEY AVE.13 EX. WM12030(S) DOWNEY AVE.11 EX. WM12030(N) DOWNEY AVE.11EX. WM12149 DOWNEY AVE.1 4 EX. WM12141 DOWNEY AVE.9
EX. WM12135 DOWNEY AVE.7
EX. WM12127 DOWNEY AVE.8
EX. WM12115 DOWNEY AVE.1
EX. WM12109 DOWNEY AVE.1
EX. WM12103 DOWNEY AVE.2
EX. WM12071 DOWNEY AVE.1
EX. WM12165 DOWNEY AVE.2
EX. WM12061 DOWNEY AVE.2
EX. FHSTA. 10+3442
C
EX. FHSTA. 14+3040
R/W
COLE STREET80'40'40'56'
28'28'

DOWNEY AVENUE
EX. 8" W (CI)
TO BE ABAND.EX. FHSTA. 18+8341
EX. WM12025 DOWNEY AVE.2
EX. WM12021 DOWNEY AVE.2
EX. WM12017 DOWNEY AVE.2
EX. WM12009 DOWNEY AVE.2
EX. WM12003 DOWNEY AVE.2
EX. WM12020(S) DOWNEY AVE.10 EX. WM12020(N) DOWNEY AVE.10 EX. WM12012 DOWNEY AVE., UNIT A6 EX. WM12055 DOWNEY AVE.2 EX. WM12049 DOWNEY AVE.2
EX. WM12043 DOWNEY AVE.2
EX. WM12037 DOWNEY AVE.2 2
ABANDONMENT OF 8" WSTA. 14+42SEE DETAIL "A2"ON SHEET 824 EX. TEESTA 14+97SEE DETAIL "A3"ON SHEET 825 EX. FH WVSTA. 18+8416 EX. FHSTA. 23+9541EX. WVSTA. 23+9916
EX. WVSTA. 24+3920
EX. WVSTA. 24+4916
EX. WVSTA. 24+1416EX. FH WVSTA. 23+8216EX. FH WVSTA. 10+1516EX. WV TO BE REMOVEDSTA. 10+3022 AEX. 8" W (WEST)
CEX. 8" W (EAST)EX. FH WVSTA. 14+3416
ABANDONMENT OF 8" WSTA. 10+15SEE DETAIL "A1"ON SHEET 823

COLE STREET
22'5'18'3'25'
9'12'
13'
6'6'EX. WM12012 DOWNEY AVE., UNIT CEX. WM12012 DOWNEY AVE., UNIT DEX. WM12012 DOWNEY AVE., UNIT EEX. WM12012 DOWNEY AVE., UNIT FEX. WM12012 DOWNEY AVE., UNIT BEX. WM12002 DOWNEY AVE., UNIT AEX. WM12002 DOWNEY AVE., UNIT BEX. WM12002 DOWNEY AVE., UNIT CEX. WM12002 DOWNEY AVE., UNIT D23' 5'
6 6 6 6 6
6 6 6 6EX. WVSTA. 10+09EX. WVSTA. 10+14AA
MATCHLINE AT STA 21+00SEE BELOWMATCHLINE AT STA 21+00SEE ABOVEMATCHLINE AT STA 25+00SEE SHEET 429'

2'' G2'' GT T T T T T T
8''W 8''W 8''W
48'' SD 48'' SD 48'' SD
T T T
TTTT
T

T T T TTT
6''W48'' SD 48'' SD 48'' SD 48'' SD 48'' SD

T T T T T T T TTTTTTTTTT T
8''W 8''W 8''W 8''W
3'' G 3'' G 3'' G 3'' G 3'' G 3'' G

UT UT UT UT UT UT UT
IRRIRRIRR6''W6''WGGT6''WUT UT UT UT UT UT UT UT UT UT UT TTT

T T T T T T TTTTTTTT
T T T T T T3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G
UT UT UTUTUTUTUTUTUTUTUTUTUTUT 8'' SS8'' SS10'' SS 10'' SS 10'' SS 10'' SS10'' SS 10'' SS 10'' SS 8'' SS8'' SS8'' SS18'' SD48'' SD 48'' SD 48'' SD
10'' SS10'' SS10'' SS 10'' SS
8'' SS 8'' SS10'' SS 10'' SS 10'' SS 10'' SS 10'' SSTTT GG1'' G2'' G2'' G2'' G4''G4''G4''G3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G 3'' G2'' G2'' G2'' GGG4'' W8''W 8''W 8''W 8''W 8''W 8''W42'' SDTT T T T T T T

TT TTTTTTTIRR
T
WWWWWWW8
"
S 72" STL PIPEG

GOT OT OT OTOTOT

OTOTOTOTOTOTOTOTOTOT OT OT OT OT OT OT OT OT OT OT OT OTOEOEOE OT OT OT OT OT OTOEOEOEOEOEOT

OTOTOT OT

OT OT OT OT OT OEOEOEUETT
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 POTABLE WATER CONSTRUCTION NOTES:

PROTECT IN PLACEA

WORK TO BE DONE BY OTHERSB
REMOVE EXISTING AND INSTALL NEW 5/8" POTABLE WATER METER AND BOXPER DOWNEY DWG. NO. 1-W.1 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND LID ONLY(REUSE EXISTING METER BOX) PER DOWNEY DWG. NO. 1-W.6 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.7 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1” METER,AND BOX PER DOWNEY DWG. NO. 1-W.8 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 2-W.11 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE ONLY (REUSE EXISTING METER AND BOX) PER DOWNEY DWG. NO. 2-W.12 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2”METER, AND BOX PER DOWNEY DWG. NO. 2-W.13 REMOVE/ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX FROM MAIN.14 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/8” METER, AND BOX PER DOWNEY DWG. NO. 1-W.
2 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER DOWNEY DWG. NO. 5-W.16 ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 6” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.18 42 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3775-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W. 25 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND RECONNECT EXISTING 6”MAIN TO EXISTING 8” MAIN PER DETAIL “A3”, DETAIL “A4”, DETAIL “A5”, ORDETAIL “A6” ON SHEET 8. 40 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND EXTEND LATERAL 5' WITH NEW 6” CL 52 CML DIP ANDJAMES JONES 3700-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W.

ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 8” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.20 No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999
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.
00 40' 80'

DOWNEY AVENUE
R/W
P/L 80'40'40'STEWART AND

GRAY ROAD

FONTANA STREET
R/W
84'
40'44'
60'
30'30'

DE PALMA STREET
DOWNEY AVENUE LUXOR STREETEX. WM11927 DOWNEY AVE.1
EX. WM11921 DOWNEY AVE.2
EX. WM11915 DOWNEY AVE.2
EX. WM11853(S) DOWNEY AVE.7
EX. WM11853(M) DOWNEY AVE.7
EX. WM11853(N) DOWNEY AVE.7
EX. WM11841 DOWNEY AVE.7
EX. WM11837 DOWNEY AVE.EX. WM11829 DOWNEY AVE.8A
EX. WM11823 DOWNEY AVE.1
EX. WM11763 DOWNEY AVE.EX. WM11725 DOWNEY AVE.11
EX. WM11846 DOWNEY AVE.EX. WM11820 DOWNEY AVE.1
EX. WS TO BE ABANDONED11840 DOWNEY AVE.14
A EX. WM11816 DOWNEY AVE.11 EX. WM11804 DOWNEY AVE.EX. WM11804 DOWNEY AVE.(IRRIGATION UNIT 5-8CONTRACTOR TO VERIFYLOCATION)B EX. WM11804 DOWNEY AVE.(UNIT 1-4)BB EX. WM11754 DOWNEY AVE.6 EX. WM11748 DOWNEY AVE.6 EX. WM11744 DOWNEY AVE.7 EX. FH
STA. 28+2042EX. WVSTA. 28+17EX. WVSTA. 28+18EX. WV
STA. 28+18
EX. FHSTA. 30+8842EX. FH WVSTA. 30+9216
EX. WVSTA. 31+1818EX. WVSTA. 30+9916
EX. WVSTA. 31+1116
EX. WVSTA. 31+5820
EX. TEESTA.33+92SEE DETAIL "A4"ON SHEET 825
EX. FH
STA. 33+9540
EX. TEESTA. 36+84SEE DETAIL "A5"ON SHEET 825
EX. WM11920 DOWNEY AVE.13 EX. FH
STA 36+84BEX. WM11914 DOWNEY AVE.12

STEWART AND

GRAY ROAD
A
EX. WM11904 DOWNEY AVE.8
A A
EX. FH WV
STA. 28+2016
11'31'EX. WM11761 DOWNEY AVE.EX. WM11759 DOWNEY AVE.EX. WM11757 DOWNEY AVE.EX. WM11755 DOWNEY AVE.EX. WM TO BE ABANDONED14 EX. WM11751 DOWNEY AVE.1
EX. WM TO BE ABANDONED14
EX. WM TO BE ABANDONED14
EX. WM (IRRIG.)11751 DOWNEY AVE.7
EX. WM11753 DOWNEY AVE.777777
MATCHLINE AT STA 38+00EX. FH WV
STA. 33+9016
SEE SHEET 5MATCHLINE AT STA 25+00SEE SHEET 3

T T T TTTTT
3'' G 3'' G
3'' G 3'' G 3'' G 3'' GTTTT

UT UT UT UT
2'' G2'' G10''W8'' SSTT4'' W2'' G2'' G6''W2'' G2'' GTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

T T T T T T TTTTTTTT T
T
8''W 8''W 8''W 8''W

T T TTTT
3'' G 3'' G 3'' G 3'' G
T T T TTTTTTTTT3'' G 3'' G 3'' G
UT
T3'' G10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 8'' SS 8'' SS 8'' SS 8'' SS
8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 8'' SS8'' SS8'' SS
3'' G 3'' G 3'' G 3'' G 3'' G 3'' G1'' G1'' G1'' G2'' G2'' G1'' G8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

T TTTTTTTTTTTT

T T T T GOTOTOTOT OT OT OTOTOTOTOTOTOTOT

OTOTOT OT OT
O
E
OE
OE

OT OT OT OTOEOEOE

OEOEOT OT OT OT OTOEOEOEOEOEOEOEOEOE
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 POTABLE WATER CONSTRUCTION NOTES:

PROTECT IN PLACEA
REMOVE EXISTING AND INSTALL NEW 5/8" POTABLE WATER METER AND BOXPER DOWNEY DWG. NO. 1-W.1 REMOVE EXISTING AND INSTALL NEW 3/4" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.3 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER BOX ONLY (REUSE EXISTINGCOPPER SERVICE AND METER) PER DOWNEY DWG. NO. 1-W.5 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.7 REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 1” METER,AND BOX PER DOWNEY DWG. NO. 1-W.8 REMOVE EXISTING AND INSTALL NEW 1-1/2" POTABLE WATER METER AND BOXPER DOWNEY DWG. NO. 2-W.9 REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 2-W.11 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 2”METER, AND BOX PER DOWNEY DWG. NO. 2-W.13 REMOVE/ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX FROM MAIN.14 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER DOWNEY DWG. NO. 5-W.16 ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 6” MJXFL C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.19 ISOLATE, CUT, AND DEWATER EXISTING 4” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 4” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.17 41 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3700-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W.

ISOLATE, CUT, AND DEWATER EXISTING 8” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 8” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.20 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; REMOVE EXISTING VALVE; ANDINSTALL NEW 10” MJ C509 GATE VALVE PER DOWNEY DWG. NO. 5-W.21 25 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND RECONNECT EXISTING 6”MAIN TO EXISTING 8” MAIN PER DETAIL “A3”, DETAIL “A4”, DETAIL “A5”, ORDETAIL “A6” ON SHEET 8. 42 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3775-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W.8'' SS8'' SS6''W6''WTT2'' G2'' G2'' GUT UT T TTT T T3'' G 3'' G T
UT
8'' SS8'' SS
3'' G1'' GGOT OT OT OT OT

OE OE OE OE
50+00 51 +00
52 +0 0
No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999
00 40' 80'
R/W

DOWNEY AVENUE
P/L80.0'40.0'40.0'R/W
ALLEY

TEXAS STREET DAVIS STREETCLETA STREET
R/WEX. WM11649 DOWNEY AVE.11
EX. WM11635 DOWNEY AVE.11
EX. WM11627 DOWNEY AVE.9
EX. WM8303 CLETA ST.5 EX. WM11638 DOWNEY AVE.1 EX. WM11634 DOWNEY AVE.1 EX. WM11628 DOWNEY AVE.1 EX. WM11619 DOWNEY AVE.11 EX. WM11613 DOWNEY AVE.11
EX. WM11605 DOWNEY AVE.11
EX. WM11565 DOWNEY AVE.13
EX. 4" F.S. DC11531 DOWNEY AVE.EX. WM11531 DOWNEY AVE.A A EX. WM11624 DOWNEY AVE.1 EX. WM11620 DOWNEY AVE.1 EX. WM11608 DOWNEY AVE.8 EX. WM11606 DOWNEY AVE.8 EX. WM11604 DOWNEY AVE.8 EX. WM11558 DOWNEY AVE.3 EX. WM11554 DOWNEY AVE.1 EX. WM11548 DOWNEY AVE.7 EX. WM11540 DOWNEY AVE.9 EX. WM11526 DOWNEY AVE.1 EX. WM11524 DOWNEY AVE.1 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.EX. FH STA. 48+8542EX. FH STA. 45+6041EX. WVSTA. 41+07EX. TEESTA. 40+81SEE DETAIL "A6"ON SHEET 825 EX. FHSTA. 40+8141 EX. WVSTA. 45+8617EX. WVSTA. 45+6319 16 EX. WVSTA. 48+7820
EX. WVSTA. 48+9621 EX. WVSTA 49+3821A
R/W
P/LEX. WM11709 DOWNEY AVE.11
EX. WM11724 DOWNEY AVE.1 EX. WM11714 DOWNEY AVE.5
R/W

ARNETT STREET
EX. WM11516 DOWNEY AVE.5 EX. WM11510 DOWNEY AVE.1 EX. WM11508 DOWNEY AVE.14 EX. FH WV STA. 48+85A EX. WVSTA. 50+5919 EX. WM10509 DOWNEY AVE.(PARKING LOT)A DOWNEY AVENUE MATCHLINE AT STA 52+00MATCHLINE AT STA 50+00EX. F.S. WVSTA. 49+66SEE BELOWMATCHLINE AT STA 38+00SEE SHEET 4MATCHLINE AT STA 50+00SEE ABOVESEE SHEET 6

T

T T T T T
T

T T T T T T T

UT UT UT UT

UT UT UT UT

T T T T
UT
UT UT UT 4''W ABNDG10'' SS10'' SS10''W10''W 10''W
10''W
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS

UT UT UT UT UT
T
UT
UT
6''W6''W2'' G2'' G2'' GT T3'' G
4''G
4''W ABND
8'' SS12''W4''G8'' SS8 '' SS
8 '' SS
8 '' SS 8'' SS8'' SS8'' SS GG2 '' G
2 '' G
2 '' G
3 '' G
3'' G
3'' G
3'' G
3'' G
3'' GG
2'' G1 0 ''W
1 0 ''W
10''W 10''W
4''W ABND 4''W ABND 4''W ABND
8'' SS
SD24 SD24
TT T

T CATVCATVOT
OT
CATV

CATV OTOT

OEOTOTOE
OE
OE OE
OT

OT OT OT

OT OT OT OT OT

OT OTOEOE
OT O T

OTOT OT OT

OE OE OE
10''W OEOEO E UE UE
OTOE OEOEOEOEOEOEOEOEOEOE 1'' GGUTUTUT
UT
UT UT
3'' G 3'' G 3'' G
T T T
100+0052+0 0
53 +0 0
5 4+00
55+00
5 6+00
5 7+0 0
5 8+00
59 +0 0 60+00 61+00 62+00 63+00
//////////////////////////////////////////////////////////////////////////////////////////////////////0+00 1+00
2 +0 0 2+86
4+005
+005+16///////
POTABLE WATER CONSTRUCTION NOTES:

PROTECT IN PLACEA
REMOVE/ABANDON EXISTING AND INSTALL NEW 1" POTABLE WATER SERVICE, 5/8” METER, AND BOX PER DOWNEY DWG. NO. 1-W.2
REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 2-W.11 REMOVE/ABANDON EXISTING SERVICE, METER (IF ANY), AND BOX FROM MAIN.14 REMOVE EXISTING AND INSTALL NEW 1" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 1-W.7 REMOVE EXISTING AND INSTALL NEW WATER VALVE BOX PER DOWNEY DWG. NO. 5-W.16

ABANDON IN PLACEC
26 ISOLATE, CUT, AND DEWATER EXISTING MAINS; AND CONNECT NEW 10” MAIN TOEXISTING 10” MAIN PER DETAIL “A7” ON SHEET 8. 27 CONNECT NEW 10” MAINS PER DETAIL “A8” ON SHEET 8.
28 ISOLATE, CUT, AND DEWATER EXISTING 10” MAINS; CONNECT NEW 10” MAIN TOEXISTING 10” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 10”MAIN PER DETAIL “A9” ON SHEET 8.

ISOLATE, CUT, AND DEWATER EXISTING 6” MAIN; CONNECT NEW 10” MAIN TO EXISTING 6” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6”MAIN PER DETAIL “A10” ON SHEET 8. 29 32 ISOLATE, CUT, AND DEWATER EXISTING 10” FIRE SERVICE LATERAL ANDRECONNECT PER DETAIL “B1” ON SHEET 9. 36 INSTALL NEW 10”X6” MJXFL TEE, 6” MJXFL C509 GATE VALVE, 6” CL 52 CML DIPWITH POTABLE WATER ID TAPE, AND JAMES JONES 3775-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W. 42 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD AND INSTALL NEW JAMES JONES 3775-R FIRE HYDRANT PERDOWNEY DWG. NO. 10-W.

PROFILE DOWNEY AVENUE
No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999
00 40' 80'

NANCE AVENUE

DOWNEY AVENUE

PHLOX STREET

FIRESTONE BOULEVARD
EX. WM11421 DOWNEY AVE.7
EX. WM11407 DOWNEY AVE.2
EX. WM11446 DOWNEY AVE.14 EX. WM11442 DOWNEY AVE.2 EX. 10" F.S. DCNEW 10" F.S. DCDA11400 DOWNEY AVE.SEE DETAIL "B1" ONSHEET 932 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 R/R
EX. WM11400 DOWNEY AVE.11EX. WM11434 DOWNEY AVE.14 EX. WS TO BE ABAND.11400 DOWNEY AVE.14 DOWNEY AVE.EX. FHSTA. 59+45EX. WM8300 FIRESTONE BLVD.(IRRIGATION)EX. WM8300 FIRESTONE BLVD.EX. WM8300 FIRESTONE BLVD.(4" F.S. DCDA)AEX. FHSTA. 57+5042 AEX. FH WVSTA. 57+5516
EX. WVSTA. 57+6316
EX. FH WVSTA. 59+39EX. WVSTA. 59+25EX. 6" W (DIP)C ABANDONMENT OF 6" WPIPE STA. 5+16±SEE DETAIL "A10" ON SHEET 829 EX. 10" W (DIP)C ABANDONMENT OF 10" WPIPE STA. 2+86±SEE DETAIL "A9" ON SHEET 828 NEW FHPIPE STA. 2+0136
NEW TEEPIPE STA. 2+24 DOWNEY AVENUEPIPE STA. 4+00 (PHLOX STREET)SEE DETAIL "A8" ON SHEET 827 45 45
80'60'
30'30'
15'
5'40'40'ABANDONMENT OF 6" W/ 10" WPIPE STA. 0+00 / STA. 52+41SEE DETAIL "A7" ON SHEET 826

IOWA STREET
SEE SHEET 7
A A
0+00
100
1+00 2+00
104
108
112
116
120
124
96 100
104
108
112
116
120
124
96BEGIN CONSTRUCTIONPIPE STA. 0+00.00JOIN EXIST 10"W10" SOLID SLEEVEINV. 110.6±END CONSTRUCTIONPIPE STA. 2+86±JOIN EXIST 10"W,10" SOLID SLEEVEINV. 110.3±3+00 4+00 100
5+00
104
108
112
116
120
124
96 100
104
108
112
116
120
124
96END CONSTRUCTIONPIPE STA. 5+16±6" SOLID SLEEVEINV. 112.0±EX. SURFACE OVER

CL OF PIPE
EX. SURFACE OVER

CL OF PIPE
8"S
S=0.0 10 3
PIPE STA. 4+93.54 GB10"x6" REDUCERINV. 111.26HORIZ. 45° BEND8"S S=-0.0012
3"G
4"S 4"S
1"G
EX. F.S. WVSTA 56+2816
A A
2"G
TELE

PROFILE PHLOX STREET
26'6'PIPE STA. 0+07.1810" TEE, 10" GVINV. 110.61CONSTRUCT 283'± OF 10-INCH POTABLE WATER PIPELINE CL 52 DIP WITH POTABLE ID TAPE
CONSTRUCT 116'± OF 10-INCH POTABLE

WATER PIPELINE
CL 52 DIP WITH POTABLE ID TAPE
PIPE STA. 2+04.0010"x6" FH TEEINV. 110.53PIPE STA. 2+27.9710"x10" TEEINV. 110.33S=0.0255 BEGIN CONSTRUCTIONPIPE STA. 4+00.0010" TEE, 10" GVINV. 110.33PIPE STA. 0+27.58HORIZ. 45° BENDPIPE STA. 0+36.88HORIZ. 45° BENDPIPE STA. 2+76.82HORIZ. 45° BENDPIPE STA. 2+79.64HORIZ. 45° BENDPIPE STA. 5+11.35HORIZ. 45° BEND6"W TO BE ABANDONED (REMOVE INTERFERING
PORTION)MATCHLINE AT STA 52+00SEE SHEET 5

TUTUTUT6''W 6''W 6''W 6''W 6''W 12''W12''W10''WTTUTUTUT8'' SS 8'' SS8'' SS8'' SS8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS3'' G3'' G3'' G3'' GG2'' G 2'' G 2'' G 2'' G 2'' G
10''W 10''W 10''WTTOTOTOEOE OT OT OT OTOEOEOEOEOTOTOEOTOTOTOEOEOEOTOT OTOTOTOTOEOEOE10''WOTOTOEOEOE1'' G100+00 101+00 102+00 103+00 104+00 105+00 105+41 52+0053+00//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////0+001+0020+00 21+00 21+59 ///POTABLE WATER CONSTRUCTION NOTES:

REMOVE EXISTING AND INSTALL NEW 5/8" POTABLE WATER METER AND BOXPER DOWNEY DWG. NO. 1-W.1 REMOVE/ABANDON EXISTING AND INSTALL NEW 2" POTABLE WATER SERVICE, 1-1/2” METER, AND BOX PER DOWNEY DWG. NO. 2-W.10
REMOVE EXISTING AND INSTALL NEW 2" POTABLE WATER METER AND BOX PERDOWNEY DWG. NO. 2-W.11

ABANDON IN PLACEC

PROTECT IN PLACEA
30 ISOLATE, CUT, AND DEWATER EXISTING MAINS; CONNECT NEW 10” MAIN TOEXISTING 10” MAIN; AND AFTER SUCCESSFULLY PASSING ALL BACTERIOLOGICALTESTS - ABANDON/PLUG REMAINING PORTION OF EXISTING 6” MAIN PER DETAIL“A11” ON SHEET 8. 31 ISOLATE, CUT, AND DEWATER EXISTING MAINS; CONNECT NEW 10” MAIN TOEXISTING 10” MAIN; AND ABANDON/PLUG REMAINING PORTION OF EXISTING 6”MAIN PER DETAIL “A12” ON SHEET 8. 33 ISOLATE, CUT, AND DEWATER EXISTING 4” FIRE SERVICE LATERAL ANDRECONNECT PER DETAIL “B2” ON SHEET 9. 34 ISOLATE, CUT, AND DEWATER EXISTING 6” FIRE SERVICE LATERAL ANDRECONNECT PER DETAIL “B3” ON SHEET 9. 35 INSTALL NEW 6” FIRE SERVICE LATERAL; AND ISOLATE, CUT, AND DEWATEREXISTING 6” FIRE SERVICE LATERAL AND RECONNECT PER DETAIL “B4” ON SHEET 9.

INSTALL NEW 10”X6” MJ TEE, 6” CL 52 CML DIP WITH POTABLE WATER ID TAPE“L-SHAPED” LATERAL, 6” MJXFL HORIZONTAL BEND, 6” FLXMJ C509 GATE VALVE,AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W. 37 39 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; INSTALL NEW 10”X6” MJXFLTEE, 6” MJXFL C509 GATE VALVE, 6” CL 52 CML DIP WITH POTABLE WATER IDTAPE, AND JAMES JONES 3775-R FIRE HYDRANT PER DOWNEY DWG. NO. 10-W. 43 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; REMOVE EXISTING FIREHYDRANT ASSEMBLY FROM MAIN; AND INSTALL NEW 10” CL52 CML DIP, 10”SOLID SLEEVES, AND ASSOCIATED MATERIALS. 45 INSTALL NEW 10” CL 52 CML DIP WITH POTABLE WATER ID TAPE PER DOWNEYDWG. NO. 12-W.

REMOVE EXISTING VALVE BOX TO ABANDON VALVE IN PLACE.15
38 ISOLATE, CUT, AND DEWATER EXISTING 10” MAIN; INSTALL NEW 10”X6” MJ TEE,6” CL 52 CML DIP WITH POTABLE WATER ID TAPE “L-SHAPED” LATERAL, 6” MJXFLHORIZONTAL BEND, 6” FLXMJ C509 GATE VALVE, AND JAMES JONES 3775-R FIREHYDRANT PER DOWNEY DWG. NO. 10-W. 44 REMOVE EXISTING FIRE HYDRANT RISER FROM AND INCLUDING 90º ELBOW TOFIRE HYDRANT HEAD, PLUG REMAINING PORTION OF FIRE HYDRANT LATERAL,AND REMOVE FIRE HYDRANT VALVE BOX.

No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999
00 40' 80'

IOWA STREET DOLAN STREETDOWNEY AVENUE
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.60'30'30'R/W
P/L 13'7'EX. FH TO BE ABAND.STA. 101+6044 NEW FHSTA. 101+6338EX. WV TO BE ABAND.STA. 100+4715 EX. FH TO BE REMOVEDSTA. 102+2043 NEW FHPIPE STA. 21+1837 EX. FH TO BE ABAND.STA. 104+964410" CONNECTION ANDABANDONMENTSTA. 103+55PIPE STA. 20+00SEE DETAIL "A11" ONSHEET 830 ABANDONMENT OF 6" WPIPE STA. 21+59SEE DETAIL "A12" ON SHEET 831 CEX. 6" W (DIP)EX. WM11502 DOWNEY AVE.1 EX. WM83121 EX. WM8333 IOWA ST.11 EX. 6" F.S. DCNEW 6" F.S. DCDASTA. 102+458333 IOWA ST.SEE DETAIL "B3" ON SHEET 934 EX 4" F.S. DCNEW 4" F.S. DCDASTA. 102+018320 IOWA ST.SEE DETAIL "B2"ON SHEET 933 EX. 6" F.S. DCNEW 6" F.S. LATERAL DCDASTA. 104+188332 IOWA ST.SEE DETAIL "B4" ON SHEET 935 EX. WM8332 IOWA ST.10

DOWNEY AVENUE DOLAN STREET
20+00
100
21+00 22+00
104
108
112
116
120
124
96 100
104
108
112
116
120
124
96 EX. SURFACE OVER

CL OF PIPE
6"W
S=-0.0024
CATV
4"S
2"W 6"W
END CONSTRUCTIONPIPE STA. 21+59.00JOIN EXIST 10"W10" SOLID SLEEVEINV. 110.10EX. WM8320 IOWA ST.11NEW FHSTA 102+81.1839 PROFILE IOWA STREETBEGIN CONSTRUCTIONPIPE STA. 20+00.00JOIN EXIST 10"W10" SOLID SLEEVEINV. 110.4±PIPE STA. 20+57.4010"x6" FS TEEINV. 110.19PIPE STA. 21+08.9510"x6" FH TEEINV. 109.80PIPE STA. 21+57.0010" FGVINV. 110.10CONSTRUCT 159' OF 10-INCH POTABLE

WATER PIPELINE
CL 52 DIP WITH POTABLE ID TAPE
45 EX. F.S. WVSTA. 102+47APIPE STA. 21+46.17HORIZ. 45° BENDPIPE STA. 21+51.35HORIZ. 45° BEND5'5'

10'' SS 10'' SS
54'' SD
8''W
TT
T63'' SDT3'' G
6''W
1 8
'' SD2'' G3'' G 3'' G
W8''W8''WWWT TTT8''OIL8''OILOT OT OTOTOTOT2'' G6''W10'' SS15'' SS63'' SD10+00 11+00 ////////////////////////
10'' SS 10'' SS
54'' SD 54'' SD
8''W

T T TTTT
T T T 8'' SS3'' G 3'' GWWWWGG

OT OT OT OT
14+00
///////////////////////
54'' SD 51'' SD
T T TTTT8'' SS10'' SS 10'' SS
3'' G 3'' G GWT TOTOT OT

UT UT UT UT
15+00

T T T T T
UT UT UTUT8'' SS10'' SS
48'' SD
10'' SS 10'' SS
2'' G2'' G3'' G 3'' G 3'' G 3'' G
8''W

WWT T T T T

OT OT OT OTOEOEOE OEUE
34+00
2'' GT T T TTTTT
T T
3'' G 3'' G 3'' G
10'' SS8'' SS 8'' SSG
8''W WWWWWWWWTOTOTOT37+00

UT UT UT
TT
8''W
10'' SS 10'' SS 10'' SS
8'' SS 8'' SS
3'' G
T T T
T T T

OT OT OT OT
WW41+00
T
8'' SS8 '' S S8'' SS
3'' G 3'' GG
2'' GW
T T

OT OT OTOEOEOE
OT10''W
OE 100+0053+00
/////////////////////////0+00
UT
UT
UT
UT 6''W2'' G2'' G8'' SS8'' SSOT
O T
OT
OTOE
//////////////5+005+166''W 6''W
8'' SS 8'' SS
2'' G
10''W
103+00 104+00
//////////////////////////////////////20+00
///10''W
10''W8'' SS
8'' SSWWWW105+00 105+41
//////////
/////21+59
T T6''W8'' S S
3'' G
WO
T
O
T

CATVOTOEOE
OE55+00
/
/
/
/
/
/
/////////////////////////////////////////////2+00
4+00///
T
T
T T2'' G3'' G 3'' GT

CATV CATV
55+00
///////2+86////////
No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999
A1ABANDONMENT OF 8" W
INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 8" FL TEE, 8" FLxMJ C509
GATE VALVE, 10"x8" FL REDUCERS, 10"
FLxMJ C509 GATE VALVE, AND
ASSOCIATED MATERIALS.

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

TO BE ABANDON
INSTALL NEW 10" CL 52 CML DIP,
10" SOLID SLEEVE, AND CONNECT
TO EXISTING 10" MAIN.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

STA. 10+14 (DOWNEY AVENUE AND ALAMEDA STREET)

NOT TO SCALE
INSTALL NEW 10" MJxFL TEE,
10" FLxMJ C509 GATE VALVE.

NEW 10" DIP PER
SEPARATE BID ITEM.

NEW 10" DIP PER
SEPARATE BIT ITEM.

INSTALL NEW 10" CL 52 CML DIP, 10" SOLID
SLEEVE, AND CONNECT TO NEW 10" MAIN.

NEW 10" DIP PER
SEPARATE BID ITEM.

A2ABANDONMENT OF 8" W
STA. 14+41 (DOWNEY AVENUE AND BOYNE STREET -TO WELL SITE)

NOT TO SCALE

EXISTING TEE
STA. 14+96 (DOWNEY AVENUE AND BOYNE STREET)

NOT TO SCALE
A3 EXISTING TEE
STA. 33+91 (DOWNEY AVENUE AND PALMA STREET)

NOT TO SCALE
A4

EXISTING TEE
STA. 33+83 (DOWNEY AVENUE AND LUXOR STREET)

NOT TO SCALE
A5 EXISTING TEE
STA. 40+80 (DOWNEY AVENUE AND CLETA STREET)

NOT TO SCALE
A6 ABANDONMENT OF 6" W/ 10" W
PIPE STA. 0+00/STA. 52+42 (DOWNEY AVENUE AND IOWA STREET)

NOT TO SCALE
A7

NEW TEE
PIPE STA. 2+28 (DOWNEY AVENUE)
PIPE STA. 4+00 (PHLOX STREET)
(DOWNEY AVENUE AND PHLOX STREET-SOUTHSIDE)

NOT TO SCALE
A8
INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" MAIN.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 8" FL TEE, 8" FLxMJ C509
GATE VALVE, (2) 8"X6" FLxMJ REDUCERS,
(2) 6" FLxMJ C509 GATE VALVES, AND
ASSOCIATED MATERIALS.

INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" MAIN.

EXISTING 8" WATER TO BE ABANDON

REMOVE VALVE BOX AND

ABANDON VALVE N PLACE
INSTALL NEW 8" CAP/PLUG
AND ABANDON 8" MAIN
INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" MAIN.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING MAIN; AND INSTALL NEW
8"x6" MJxFL TEE, 6" FLxMJ C509 GATE
VALVE, AND ASSOCIATED MATERIALS.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" MAIN.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING MAIN; AND INSTALL NEW
8"x6" FL TEE, 8" FLxMJ ADAPTER, 8" FLxMJ
C509 GATE VALVE, 6" FLxMJ GATE VALVE,
AND ASSOCIATED MATERIALS.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" MAIN.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING MAIN; AND INSTALL NEW
8"x6" FL TEE, 8" FLxMJ ADAPTER, 8" FLxMJ
C509 GATE VALVE, 6" FLxMJ GATE VALVE,
AND ASSOCIATED MATERIALS.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 8" CL 52 CML DIP, 8"

SOLID SLEEVE, AND CONNECT TO
EXISTING 8" MAIN.

INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" MAIN.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING MAIN; AND INSTALL NEW
8"x6" MJxFL TEE, AND 6" FLxMJ C509
GATE VALVE.

REMOVE EXISTING TEE, VALVE, AND
INTERFERING MAIN; AND INSTALL NEW
10" FL TEE, (2) 10" FLxMJ C509 GATE
VALVES, AND 10" FLxMJ ADAPTER.

INSTALL NEW 10" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 10" MAIN.

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

INSTALL NEW 10" CAP/PLUG AND
ABANDON 10" MAIN.

EXISTING 10" WATER

TO BE ABANDON
NEW 10" DIP PER
SEPARATE BID ITEM.

INSTALL NEW 10" CL 52 CML DIP,
10" SOLID SLEEVE AND CONNECT
TO EXISTING 10" MAIN.5'
INSTALL NEW 10" 45° MJ
HORIZONTAL BENDS AND, 10" CL 52
CML DIP, CONNECT TO NEW 10"
MAIN.
10" W CONNECTION AND ABANDONMENT
OF 6" W
STA. 103+56/STA.20+00 (ON IOWA STREET)

NOT TO SCALE
NEW 10" DIP PER
SEPARATE BID ITEM.

EXISTING 6" WATER TO BE ABANDON

REMOVE INTERFERING
FIRE HYDRANT LATERAL INSTALL NEW 10" MJ 45° DIP
HORIZONTAL BENDS .

INSTALL NEW 10" CL 52 CML DIP.
2' MIN.

INSTALL NEW 10" MJ C509

GATE VALVE AND CONNECT
TO EXISTING 10" MAIN.

REMOVE EXISTING VALVE, AND
INTERFERING MAIN; AND INSTALL
NEW 6" CAP/PLUG; AND ABANDON
EXISTING 6" MAIN.

INSTALL NEW 10" CL 52 CML DIP,
10" SOLID SLEEVE, AND CONNECT
TO EXISTING 10" MAIN.

EXISTING PCC CROSS
GUTTER PROTECT IN PLACE.

ABANDONMENT OF 6" W
PIPE STA. 21+59 (IOWA STREET AND DOLAN STREET)

NOT TO SCALE
A9ABANDONMENT OF 10" W
PIPE STA. 2+86 (DOWNEY AVENUE AND PHLOX STREET - NORTH SIDE)

NOT TO SCALE
ABANDONMENT OF 6" W
PIPE STA. 5+16 (DOWNEY AVENUE AND PHLOX STREET)

NOT TO SCALE
EXISTING 10" WATER TO BE ABANDON
INSTALL NEW 10" CAP/PLUG
AND ABANDON 10" MAIN.

REMOVE EXISTING BEND; AND INSTALL
NEW10" SOLID SLEEVE AND CONNECT TO
EXISTING 10" MAIN.

INSTALL NEW 10" SOLID SLEEVE
AND CONNECT TO NEW 10" MAIN.

NEW 10" DIP PER
SEPARATE BID ITEM.

INSTALL NEW 10" CL 52 CML DIP.

INSTALL NEW 10" DI 45° BENDS.

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

EXISTING 10" WATER TO BE ABANDON
NEW 10" DIP PER
SEPARATE BID ITEM.

INSTALL NEW 6" MJxFL 45°
DIP HORIZONTAL BEND.

INSTALL NEW 10"x6" MJxFL

REDUCER AND CONNECT
TO NEW 10" MAIN.

INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" MAIN.INSTALL NEW 6" MJxFL 45°
DIP HORIZONTAL BEND.

INSTALL NEW 6" CL 52 CML DIP.

NEW 10" DIP PER
SEPARATE BID ITEM.

EXISTING 6" WATER TO BE ABANDON

AFTER SUCCESSFULLY PASSING ALL
BACTERIOLOGICAL TEST ON NEW 10"

MAIN, REMOVE EXISTING TEE, REDUCER,
AND INTERFERING MAIN; CAP/PLUG

EXISTING VALVE AND ABANDON
EXISTING 6" MAIN; AND INSTALL NEW 10"
CL 52 CML DIP; (2) 10" SOLID SLEEVES,
AND CONNECT EXISTING 10" MAIN TO
NEW 10" MAIN.

REMOVE EXISTING WATER

VALVE BOX AND ABANDON
VALVE IN PLACE.

EXISTING WATER VALVE

PROTECT IN PLACE

REMOVE EXISTING

PLUG AND THRUST
BLOCK; AND CONNECT
TO NEW 10" MAIN.

T
T
T
T
T
T
T
T
2''G
10''W WWWWCATVWWG
W56+00
6''W
8''SS
2''G
WWW10''W

OT OTOEOE
102+00
////////////////////
8''SS 8''SS
2''G WWWWWWWOT OTOEOE
6''W
8''SS

WOTOEOT
104+00
///////////////////////No. C70118SAFA S . KAMA N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999

FIRE SERVICE RECONNECTION
11400 DOWNEY AVENUE

NOT TO SCALE

FIRE SERVICE RECONNECTION
8320 IOWA STREET

NOT TO SCALE

FIRE SERVICE RECONNECTION
8333 IOWA STREET

NOT TO SCALE
NEW 6" FIRE SERVICE LATERAL RECONNECTION
8332 IOWA STREET

NOT TO SCALE
B1 B2 B3 B4

EXISTING FDC

PROTECT IN PLACE

EXISTING TREE TO BE

PROTECT IN PLACEEXISTING ROCK

PROTECT IN PLACE
REMOVE EXISTING PIV; INSTALL NEW 10"
CL52 CML DIP, (2) 10" SOLID SLEEVES,
AND CONNECT TO EXISTING 10" FIRE
SERVICE LATERAL.

INSTALL NEW 10" MJxFL
90° DIP VERTICAL
BENDS.

INSTALL NEW 10" WILKINS

DCDA PER DETAIL ON
SHEET 10.3'REMOVE EXISTING 10" DC, BY-PASS WATER METER, METER BOX, AND INTERFERING MAIN; AND INSTALL
NEW 10" CL 52 CML DIP, 10" SOLID SLEEVE, AND
CONNECT TO EXISTING 10" FIRE SERVICE LATERAL.EXISTING CURB FACE INSTALL NEW 4" WILKINS DCDA
PER DETAIL ON SHEET 10.

EXISTING FDC

PROTECT IN PLACE
INSTALL NEW 4" MJxFL
90° DIP VERTICAL
BENDS.2'INSTALL NEW 4" MJ C 509 GATE VALVE, 4" CL
52 CML DIP WITH FIRE WATER 10 ID TAPE,
AND CONNECT TO EXISTING 4" FIRE
SERVICE LATERAL.

REMOVE EXISTING PIV AND CONNECT
TO EXISTING 4" FIRE SERVICE LATERAL.REMOVE INTERFERING MAIN ANDAPPURTENANCES.EXISTING CURB FACE P/L
R/W
R/W
R/W

EXISTING TREE TO BE

PROTECT IN PLACE

EXISTING FDC

PROTECT IN PLACE
INSTALL NEW 6" WILKINS DCDA
PER DETAIL ON SHEET 10.

INSTALL NEW 6" MJxFL
90° DIP VERTICAL
BENDS.2'REMOVE EXISTING PIV AND
CONNECT TO EXISTING 6" FIRE
SERVICE LATERAL.

EXISTING CURB FACE
INSTALL NEW 6" CL52 CML DIP
WITH FIRE WATER ID TAPE, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" FIRE SERVICE
LATERAL.REMOVE INTERFERING MAINAND APPURTENANCES.EXISTING SIDEWALK

PROTECT IN PLACE

EXISTING FDC

PROTECT IN PLACE

EXISTING BUILDING

PROTECT IN PLACE
INSTALL NEW 6" WILKINS DCDA
PER DETAIL ON SHEET 10.

INSTALL NEW 6" MJxFL 90°
DIP VERTICAL BEND. (TYP)
INSTALL NEW 6" MJ CAP/PLUG
AND ABANDON 6" MAIN.

REMOVE EXISTING VAULT AND
BACKFILL WITH NATIVE SOIL.

INSTALL NEW 10"x6" MJ TEE
INSTALL NEW 6" MJ C509 GATE VALVE.

INSTALL NEW 6" CL 52 CML DIP
WITH FIRE TATER ID TAPE.

EXISTING 6" WATER TO BE ABANDON

REMOVE EXISTING WATER

VALVE BOX AND ABANDON

VALVE IN PLACE
NEW 10" DIP PER
SEPARATE BID ITEM.

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

EXISTING CURB AND

GUTTER PROTECT IN
PLACE
INSTALL NEW 6" CL 52 CML DIP, 6"

SOLID SLEEVE, AND CONNECT TO
EXISTING 6" FIRE SERVICE LATERAL.

INSTALL NEW 6" MJ 90°
DIP HORIZONTAL BEND.
(TYP)

EXISTING FENCE

PROTECT IN PLACE

DEAD END

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

REDUCER
TEE
90° BEND
No. C70118SAFA S . KAMA
N
GARCIV I L 16310 Bake Parkway
Irvine, CA. 92618 (949) 637-3999

Item Description Qty.Unit Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount 1 Detail “A1” at Approx. Station 10+15.1 LS $25,000.00 25,000.00$ 17,500.00$ 17,500.00$ 28,188.00$ 28,188.00$ 27,550.00$ 27,550.00$ 2 Detail “A2” at Approx. Station 14+42.1 LS $19,000.00 19,000.00$ 18,500.00$ 18,500.00$ 24,189.00$ 24,189.00$ 30,450.00$ 30,450.00$ 3 Detail “A3” at Approx. Station 14+97.1 LS $13,500.00 13,500.00$ 11,000.00$ 11,000.00$ 15,655.00$ 15,655.00$ 17,400.00$ 17,400.00$ 4 Detail “A4” at Approx. Station 33+92.1 LS $15,000.00 15,000.00$ 13,500.00$ 13,500.00$ 19,371.00$ 19,371.00$ 20,300.00$ 20,300.00$ 5 Detail “A5” at Approx. Station 36+84.1 LS $14,000.00 14,000.00$ 14,500.00$ 14,500.00$ 19,213.00$ 19,213.00$ 20,300.00$ 20,300.00$ 6 Detail “A6” at Approx. Station 40+81.1 LS $14,000.00 14,000.00$ 11,000.00$ 11,000.00$ 16,666.00$ 16,666.00$ 17,400.00$ 17,400.00$ 7 Detail “A7” at Approx. Pipe Station 0+00/Station 52+41.1 LS $20,000.00 20,000.00$ 19,500.00$ 19,500.00$ 26,933.00$ 26,933.00$ 31,900.00$ 31,900.00$ 8 Detail “A8” at Approx. Pipe Station 2+24 (Downey Avenue)/Pipe Sta. 4+00 (Phlox Street).1 LS $7,500.00 7,500.00$ 12,500.00$ 12,500.00$ 17,056.00$ 17,056.00$ 18,850.00$ 18,850.00$ 9 Detail “A9” at Approx. Pipe Station 2+86.1 LS $9,800.00 9,800.00$ 9,500.00$ 9,500.00$ 14,444.00$ 14,444.00$ 17,400.00$ 17,400.00$ 10 Detail “A10” at Approx. Pipe Station 5+16.1 LS $12,000.00 12,000.00$ 9,500.00$ 9,500.00$ 15,012.00$ 15,012.00$ 17,400.00$ 17,400.00$ 11 Detail “A11” at Approx. Station 103+55/Pipe Station 20+00.1 LS $9,800.00 9,800.00$ 9,500.00$ 9,500.00$ 14,375.00$ 14,375.00$ 17,400.00$ 17,400.00$ 12 Detail “A12” at Approx. Pipe Station 21+59.1 LS $14,500.00 14,500.00$ 14,500.00$ 14,500.00$ 18,600.00$ 18,600.00$ 20,300.00$ 20,300.00$ 13 Detail “B1” at 11400 Downey Avenue.1 LS $45,000.00 45,000.00$ 40,000.00$ 40,000.00$ 73,333.00$ 73,333.00$ 58,000.00$ 58,000.00$ 14 Detail “B2” at 8320 Iowa Street.1 LS $18,500.00 18,500.00$ 18,000.00$ 18,000.00$ 24,850.00$ 24,850.00$ 30,450.00$ 30,450.00$ 15 Detail “B3” at 8333 Iowa Street.1 LS $21,000.00 21,000.00$ 20,000.00$ 20,000.00$ 34,607.00$ 34,607.00$ 34,800.00$ 34,800.00$ 16 Detail “B4” at 8332 Iowa Street.1 LS $23,500.00 23,500.00$ 21,000.00$ 21,000.00$ 47,771.00$ 47,771.00$ 36,250.00$ 36,250.00$ 17 Isolate, cut, and dewater existing 4-inch main; remove existing valve; and furnish and install new 4-inch MJ C509 gate valve and associated materials.1 EA $8,000.00 8,000.00$ 8,000.00$ 8,000.00$ 16,222.00$ 16,222.00$ 17,400.00$ 17,400.00$ 18 Isolate, cut, and dewater existing 6-inch main; remove existing valve; and furnish and install new 6-inch MJ or MJxFL C509 gate valve and associated materials.5 EA $10,000.00 50,000.00$ 12,500.00$ 62,500.00$ 13,700.00$ 68,500.00$ 7,250.00$ 36,250.00$ 19 Isolate, cut, and dewater existing 8-inch main; remove existing valve; and furnish and install new 8-inch MJ C509 gate valve and associated materials.3 EA $12,000.00 36,000.00$ 13,750.00$ 41,250.00$ 15,291.00$ 45,873.00$ 13,050.00$ 39,150.00$ 20 Isolate, cut, and dewater existing 10-inch main; remove existing valve; and furnish and install new 10-inch MJ C509 gate valve and associated materials.2 EA $14,000.00 28,000.00$ 17,000.00$ 34,000.00$ 18,113.00$ 36,226.00$ 17,400.00$ 34,800.00$ 21 Isolate, cut, and dewater existing 8-inch main; remove existing valve; and furnish and install new 8-inch CL 52 CML DIP with potable water ID tape, 8-inch solid sleeves, and associated materials.1 LS $9,500.00 9,500.00$ 8,000.00$ 8,000.00$ 16,929.00$ 16,929.00$ 17,400.00$ 17,400.00$ 22 Remove existing, furnish and install new water valve box.14 EA $1,200.00 16,800.00$ 5,000.00$ 70,000.00$ 1,500.00$ 21,000.00$ 1,740.00$ 24,360.00$ 23 Remove existing valve box to abandon valve in place.2 EA $500.00 1,000.00$ 1,500.00$ 3,000.00$ 1,000.00$ 2,000.00$ 1,595.00$ 3,190.00$ 24 Furnish and install new 10-inch CL 52 CML DIP with potable water ID tape.494 LF $515.00 254,410.00$ 475.00$ 234,650.00$ 275.00$ 135,850.00$ 319.00$ 157,586.00$ 25 Furnish and install new James Jones 3775-R fire hydrant assembly (10-inch x 6-inch Tee).2 EA $16,500.00 33,000.00$ 16,500.00$ 33,000.00$ 23,304.00$ 46,608.00$ 31,900.00$ 63,800.00$ 26 Isolate, cut, and dewater existing 10-inch main; and furnish and install new James Jones 3775-R fire hydrant assembly (10- inch x 6-inch Tee).2 EA $20,000.00 40,000.00$ 19,000.00$ 38,000.00$ 25,255.00$ 50,510.00$ 33,350.00$ 66,700.00$ 27 Remove existing fire hydrant riser from and including 90º elbow to fire hydrant head and extend lateral 5 feet with new 6- inch CL 52 CML DIP and furnish and install new James Jones 3700-R fire hydrant.2 EA $11,000.00 22,000.00$ 19,000.00$ 38,000.00$ 10,635.00$ 21,270.00$ 21,750.00$ 43,500.00$ 28 Remove existing fire hydrant riser from and including 90º elbow to fire hydrant head and furnish and install new James Jones 3700-R fire hydrant.4 EA $10,000.00 40,000.00$ 19,000.00$ 76,000.00$ 9,999.00$ 39,996.00$ 23,200.00$ 92,800.00$ 29 Remove existing fire hydrant riser from and including 90º elbow to fire hydrant head and furnish and install new James Jones 3775-R fire hydrant.5 EA $12,000.00 60,000.00$ 21,000.00$ 105,000.00$ 11,763.00$ 58,815.00$ 23,200.00$ 116,000.00$ 30 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.2 EA $1,500.00 3,000.00$ 6,000.00$ 12,000.00$ 5,500.00$ 11,000.00$ 5,800.00$ 11,600.00$ 31 Isolate, cut, and dewater existing 10-inch main; remove existing fire hydrant assembly from main; and install new 10-inch CL 52 CML DIP, 10-inch solid sleeves, and associated materials.1 LS $10,500.00 10,500.00$ 5,000.00$ 5,000.00$ 14,880.00$ 14,880.00$ 8,700.00$ 8,700.00$ 32 Remove existing and furnish and install new 5/8-inch potable water meter and box.21 EA $2,000.00 42,000.00$ 3,000.00$ 63,000.00$ 1,250.00$ 26,250.00$ 5,510.00$ 115,710.00$ 33 Remove/Abandon existing and furnish and install new 1-inch potable water service, 5/8-inch meter, and box.17 EA $6,200.00 105,400.00$ 2,200.00$ 37,400.00$ 5,000.00$ 85,000.00$ 6,235.00$ 105,995.00$ 34 Remove existing and furnish and install new 3/4-inch potable water meter and box.1 EA $2,200.00 2,200.00$ 3,000.00$ 3,000.00$ 4,500.00$ 4,500.00$ 5,510.00$ 5,510.00$ 35 Remove/Abandon existing and furnish and install new 1-inch potable water service, 3/4-inch meter, and box.1 EA $6,500.00 6,500.00$ 3,500.00$ 3,500.00$ 5,250.00$ 5,250.00$ 7,975.00$ 7,975.00$ 36 Remove existing and furnish and install new 1-inch potable water meter box only (reuse existing copper service and meter).3 EA $1,800.00 5,400.00$ 1,250.00$ 3,750.00$ 2,800.00$ 8,400.00$ 2,175.00$ 6,525.00$ 37 Remove existing and furnish and install new 1-inch meter and lid only (reuse existing box).12 EA $1,500.00 18,000.00$ 2,450.00$ 29,400.00$ 1,000.00$ 12,000.00$ 5,510.00$ 66,120.00$ 38 Remove existing and furnish and install new 1-inch meter and box.15 EA $2,000.00 30,000.00$ 2,550.00$ 38,250.00$ 1,200.00$ 18,000.00$ 1,740.00$ 26,100.00$ 39 Remove/abandon existing and furnish and install new 1-inch potable water service, 1-inch meter, and box.7 EA $6,800.00 47,600.00$ 3,000.00$ 21,000.00$ 4,900.00$ 34,300.00$ 6,235.00$ 43,645.00$ 40 Remove existing and furnish and install new 1-1/2-inch potable water meter and box.5 EA $3,000.00 15,000.00$ 3,950.00$ 19,750.00$ 7,500.00$ 37,500.00$ 7,250.00$ 36,250.00$ 41 Remove/Abandon existing and furnish and install new 2-inch potable water service, 1-1/2-inch meter, and box.4 EA $8,500.00 34,000.00$ 7,250.00$ 29,000.00$ 10,800.00$ 43,200.00$ 7,975.00$ 31,900.00$ 42 Remove existing and furnish and install new 2-inch potable water meter and box.13 EA $4,000.00 52,000.00$ 3,950.00$ 51,350.00$ 7,452.00$ 96,876.00$ 7,540.00$ 98,020.00$ 43 Remove/Abandon and furnish and install new 2-inch potable water service only (reuse existing meter and box).1 EA $7,800.00 7,800.00$ 4,200.00$ 4,200.00$ 8,333.00$ 8,333.00$ 7,975.00$ 7,975.00$ 44 Remove/Abandon existing and furnish and install new 2-inch potable water service, 2-inch meter, and box.7 EA $9,000.00 63,000.00$ 7,500.00$ 52,500.00$ 10,800.00$ 75,600.00$ 18,125.00$ 126,875.00$ 45 Remove/Abandon existing service, meter (if any), and box from main.8 EA $2,000.00 16,000.00$ 1,000.00$ 8,000.00$ 2,700.00$ 21,600.00$ 1,740.00$ 13,920.00$ 1,339,210.00$ 1,392,500.00$ 1,472,751.00$ 1,841,906.00$ Engineer's Estimate

CONTRACTOR TOTAL BASE BID
Williams Pipeline Contractors, Inc.

CEM Construction
All Cities Engineering, Inc.

CHI Construction
ANEEN Construction, Inc.

T.E. Roberts, Inc.

Dominguez General Engineering, Inc.

TTS Engineering, Inc.

Gentry General Engineering, Inc.

All Cities Engineering, Inc.CHI Construction
CAPITAL IMPROVEMENT PROJECT NO. 24-21
Downey Avenue Water System Improvements (Alameda Street to Firestone Boulevard)

BID SUMMARY
Williams Pipeline Contractors, Inc.CEM Construction
1,456,000.00$
1,339,210.00$
Abandon and Reconnect to Existing Water Main by Constructing Per Items 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, and 12.

Reconstruct Fire Service Per Items 13, 14, 15, and 16.

Potable Water Main, Fittings, and Associated Improvements Potable Water Ductile Iron Pipe
1,392,500.00$
1,472,751.00$
1,841,906.00$
2,085,199.00$
2,255,081.00$
2,274,500.00$
August 8, 2024
2,388,449.00$
2,527,950.00$
Fire Hydrants
Potable Water Meters and Services
TOTAL BASE BID – Items 1 to 45
ALL BIDS RECEIVED:

ATTACHMENT C