Downey City Council
February 11, 2025

Item No.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL

FROM: OFFICE OF THE CITY MANAGER
BY: MATTHEW BAUMGARDNER, DIRECTOR OF PUBLIC WORKS/CITY

ENGINEER

DATE: FEBRUARY 11, 2025

SUBJECT: APPROVAL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION TO

SOLICIT FOR CONSTRUCTION BIDS FOR THE FURMAN PARK

RECYCLED WATER MAIN EXTENSION AND IRRIGATION SYSTEM
IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 24-20,

AND FINDING THE PROJECT EXEMPT FROM THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTIONS
15301(d) AND 21080.21(a)

EXECUTIVE SUMMARY

The City Council will consider approving plans and specifications, and authorizing the solicitation of construction bids for the Furman Park Recycled Water Main Extension and Irrigation System Improvements, CIP No. 24-20. The proposed recycled water main extension and irrigation improvements, which would occur on Quinn Street from the Rio Hondo Golf Course at Old River School Road to Wiley Burke Avenue, on Wiley Burke Avenue from Quinn Street to Cherokee Drive, and along Cherokee Drive to and including the southern half of Furman Park are necessary to help increase the City’s water use efficiency by using recycled water for landscape irrigation at Furman Park thereby conserving potable water.

RECOMMENDATION

That the City Council:

Approve the plans and specifications, and authorize the solicitation of construction bids for the Furman Park Recycled Water Main Extension and Irrigation System Improvements, CIP No. 24-20 and further find that the project is exempt from the requirements contained in CEQA under Sections 15301(d) and 21080.21(a).

BACKGROUND

On February 27, 2024, the City executed a Subrecipient Agreement with the Los Angeles Gateway Region Integrated Regional Water Management Joint Powers Authority for the Proposition 1 Regional Recycled Water Expansion Project grant funding. Downey is one of two out of a total of 29 GWMA member agencies that are subrecipients of the grant for completion of its portion of the Regional Recycled Water Expansion Project, which includes

CIP NO. 24-20 FURMAN PARK RECYCLED WATER MAIN EXTENSION AND IRRIGATION SYSTEM

IMPROVEMENTS
FEBRUARY 11, 2025
PAGE 2

an extension of a recycled water main to Furman Park and retrofit of the park’s landscape irrigation system to recycled water. The other subrecipient is the City of Bell Gardens.

The City’s portion of the project will extend an 8-inch recycled water main from the Rio Hondo Golf Course to Furman Park to retrofit the park’s landscape irrigation system from potable water to recycled water. Extension of the recycled water main will also allow for the potential retrofit of the irrigation system at the adjacent Rio Hondo Elementary School by the Downey Unified School District. Completion of this project will help increase the City’s water use efficiency by using recycled water for landscape irrigation at Furman Park and potentially Rio Hondo Elementary School thereby conserving potable water and making the community more drought resilient. The project limits are shown on the project location map included in Attachment A.

ANALYSIS

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

The proposed recycled water improvements include: the installation of 1,820 feet of new 8- inch recycled water main along Quinn Street from the Rio Hondo Golf Course at Old River School Road to Wiley Burke Avenue, on Wiley Burke Avenue from Quinn Street to Cherokee Drive, and along Cherokee Drive to Furman Park; installation of 734 feet of new 4-inch recycled water irrigation main along the southwest portion of Furman Park; retrofit of the existing potable water irrigation source to recycled water; and replacement and installation of landscaping and irrigation along the project limits in the southern half of Furman park.

Staff recommends that the City Council approve the project plans and specifications and authorize solicitation for bids. Construction is tentatively scheduled to begin in April 2025 and be completed by August 2025.

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

CITY COUNCIL PRIORITIES

Efficiency & Adaptability
Quality of Life, Safety and Infrastructure

FISCAL IMPACT

Approval of the recommended actions will result in an expenditure of approximately $1,410,444, from budgeted Water and Grant Fund Capital Improvement Program (CIP) funds to cover the Total Estimated Project Cost (break down listed in table below). Depending on

CIP NO. 24-20 FURMAN PARK RECYCLED WATER MAIN EXTENSION AND IRRIGATION SYSTEM

IMPROVEMENTS
FEBRUARY 11, 2025
PAGE 3

actual bids received, a detailed project cost summary will be provided at the time of award of the construction contract for this project.

Description Amount
Design $27,644
Construction Contract and Contingencies $1,145,000
Inspection, Materials Testing, and Contract Administration $237,800 Total Estimated Project Cost: $1,410,444

There is sufficient fund balance for the recommended actions. The budgeted CIP funds for this project are Water Fund CIP Account No. 51-1-8697 and Grant Fund CIP Account No. 26- 1-8697 as provided in the table below.

Account No. Funding Source Amount
51-1-8697
FY 2024-25 Furman Park Recycled Water Main
Extension and Irrigation System Improvements
CIP $650,000
26-1-8697
FY 2024-25 Furman Park Recycled Water Main
Extension and Irrigation System Improvements
CIP Grant Funds $778,134
Total Project Funding: $1,428,134

ATTACHMENTS

Attachment A: Project Location Map
Attachment B: Plans

CIP NO. 24-20 FURMAN PARK RECYCLED WATER MAIN EXTENSION AND IRRIGATION SYSTEM

IMPROVEMENTS
FEBRUARY 11, 2025
PAGE 4

ATTACHMENT A

RECYCLED WATER CONSTRUCTION NOTES:

INSTALL NEW 8" C900 DR-14 CLASS 305 PURPLE PVC RECYCLED

WATER PIPE WITH COPPER TRACER WIRE AND WARNING TAPE/TAGS PER DOWNEY DWG NOS. 12-RW, 13-RW, AND 14-RW ON SHEET 9. 1 2 INSTALL NEW 8" MJ 45° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG NO. 7-RW.
3 INSTALL NEW 8" MJ 90° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG NO. 7-RW.
4 INSTALL NEW 8" MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG NO. 7-RW .
5 INSTALL NEW 8" MJ C509 GATE VALVE AND THRUST BLOCK
PER DOWNEY DWG NO. 5-RW.
6 INSTALL NEW 2" COMBINATION AIR RELEASE AND VACUUM ASSEMBLY (CAV) PER DOWNEY DWG NO. 9-RW.
7 ISOLATE, CUT, AND DEWATER EXISTING 12” RECYCLED MAIN AND THEN RECONNECT PER DETAIL “A1” ON SHEET 8.
8 INSTALL NEW 3" RW AND 4" RW SERVICES, METERS, AND BOXES PER DETAIL “A2” ON SHEET 8.
9 INSTALL 1/2 -SACK CEMENT SLURRY BACKFILL (50-E-100)
PER DETAIL 2 ON SHEET 10.
10 TYPE II SLURRY SEAL EXISTING ASPHALT PAVEMENT.
11 COLD MILL EXISTING PAVEMENT 1.5" AND CONSTRUCT 1.5"
ARHM SURFACE COURSE.
12 INSTALL NEW 8" MJ 22.5° DIP VERTICAL BEND AND
ANCHOR BLOCK PER DOWNEY DWG NO. 7-RW.

A CENTER 20' STICK OF PIPE UNDER POTABLE WATER CROSSING.

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

RECYCLED WATER GENERAL NOTES AND MATERIAL SPECIFICATIONS

RECYCLED WATER MAIN EXTENSION KEY MAP

HORIZONTAL CONTROL AND SITE ACCESS PLAN
QUINN STREET RECYCLED WATER - PLAN AND PROFILE STA. 100+00 TO STA. 109+00 QUINN STREET AND WILEY BURKE AVENUE RECYCLED WATER - PLAN AND PROFILE STA. 109+00 TO STA. 115+00 WILEY BURKE AVENUE AND CHEROKEE DRIVE RECYCLED WATER - PLAN AND PROFILE STA. 115+00 TO FURMAN PARK

RECYCLED WATER SYSTEM CONNECTION DETAILS

RECYCLED WATER DETAILS

RECYCLED WATER DETAILS

RECYCLED WATER IRRIGATION RETROFIT PLANS
1 2
3 4
5 6
7 8
9 10
11-15

BASIS OF BEARINGS

BENCHMARK

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT
ORIGINAL FIELD SURVEY DATE 06-03-2022
SUPPLEMENTAL FIELD SURVEY DATE: 02-12-2024
MAP COMPILED BY:

TETRA TECH
17885 VON KARMAN AVE, SUITE 500
IRVINE, CA 92614
(949) 809-5000

TOPOGRAPHIC SURVEY

THE ELEVATIONS SHOWN HEREON ARE BASED ON GLOBAL POSITIONING SYSTEM OBSERVATIONS (GPS), BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) AS DEFINED LOCALLY BY LOS ANGELES COUNTY PUBLIC WORKS BENCHMARK PY5966, LOCATED ON THE NORTHEAST CORNER OF OLD RIVER SCHOOL RD. AND QUINN ST, HAVING AN ELEVATION OF 120.72 FEET.

THE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 5 NAD83. BEARINGS ARE BASED LOCALLY UPON FIELD-OBSERVED BASELINE BETWEEN SPOAC STATION DYH2 AND UNAVCO STATION BKMS. SAID BEARING WAS MEASURED TO BE NORTH 48°48'39" EAST.

NOTES TO CONTRACTOR

1. THE EXISTING PCC PORTION OF THE ROAD IS AN AVERAGE OF 8" THK REINFORCED CONCRETE. THE

CONTRACTOR WILL BE REQUIRED TO SAW CUT AND FORM NEAT CLEAN CUTS AND WILL BE REQUIRED TO REPLACE THE PCC. TRENCH SHALL BE REPLACED PER DETAIL 1 ON SHT 10.

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.

VICINITY MAP

NOT TO SCALE

DATUM STATEMENT

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

END PROJECT

UNAUTHORIZED CHANGES & USES

BEGIN PROJECT

UTILITY AND AGENCY INDEX
562-904-7202WATER & SEWERCITY OF DOWNEY
562-904-7110TRAFFIC ENGINEERCITY OF DOWNEY
562-699-7411 X 1205TOMMY SUNGCOUNTY SANITATION DISTRICT OF LOS ANGELES 626-430-5290DAN BACANILA COUNTY DEPARTMENT OF PUBLIC HEALTH (DPH) 818-551-2033MATT MEGILLSTATE WATER RESOURCES CONTROL BOARD 562-903-7939RAYMOND ROUNDTREEFRONTIER COMMUNICATION (VERIZON) 626-458-1700MICHAEL TJANLA COUNTY DEPARTMENT OF PUBLIC WORKS 626-458-7169MANUEL ALARCONLA COUNTY DEPARTMENT OF PUBLIC WORKS 626-458-3129MARYAM ADHAMILA COUNTY FLOOD CONTROL DISTRICT 213-922-5023MATTIE JONESMETROPOLITAN TRANSPORTATION AUTHORITY 562-903-3176SAUL VALLESOUTHERN CALIFORNIA EDISON
626-375-9389JOHN ROBINSONCENTRAL BASIN MUNICIPAL WATER DISTRICT 714-634-3121ERNIE GONZALEZSOUTHERN CALIFORNIA GAS COMPANY 562-259-2015ERNEST CHANGSPECTRUM (TIME WARNER CABLE)
562-531-2060 X 2751STEVE PEYTONPARAMOUNT PIPELINES
310-515-4370MARCELLA CORDOZASBC
310-212-4141MELODY SEBRINGEXXON / MOBIL
213-217-7670KEN CHUNGMWD
562-499-2216ROB STREEDBP (ARCO) PIPELINES
720-888-5688ROGER WEATHERSLEVEL 3 / WILTEL COMMUNICATIONS 714-236-8502KEVIN SULLIVANABOVENET COMMUNICATIONS
626-666-3526DON BECKERMANNMCI WORLDCOM
714-936-4898PATT SLANEYQWEST COMMUNICATIONS
714-781-7048JOE HEALEYSPRINT
909-593-9700RON HERRERACROWN CASTLE (NEXTG NETWORKS)
626-430-3338STEVE FEARCHARTER COMMUNICATIONS
8-1-1----UNDERGROUND SERVICE ALERT (USA)

STREET CENTERLINE

EXISTING R/W

SYMBOL/LEGEND

EXISTING WATER MAIN AND SERVICE

EXISTING GAS LINE

EXISTING SANITARY SEWER
G
SS

PROPOSED RECYCLED WATER MAIN

PROPOSED RECYCLED WATER SERVICE

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
VALVE

REDUCER

PCC SUBGRADE

LIGHT POLE

POWER POLE

MANHOLE

TYPE II SLURRY SEAL
(T-CUT REQUIRED)

COMBINATION AIR VAC
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
02/05/25

1.5" MILL AND ARHM OVERLAY
(T-CUT NOT REQUIRED)

OE EXISTING OVERHEAD ELECTRICAL LINE
BEND

OWNERSHIP NOTE

THE CITY OF DOWNEY SHALL OWN, OPERATE, AND MAINTAIN THE

PROPOSED RECYCLED WATER MAIN EXTENSION FROM POINT OF

CONNECTION TO CENTRAL BASIN MUNICIPAL WATER DISTRICT

LOCATED AT OLD RIVER SCHOOL ROAD (RIO HONDO GOLF COURSE) UP TO FURMAN PARK.ATTACHMENT B

RECYCLED WATER GENERAL NOTES AND

MATERIAL SPECIFICATIONS

1. ALL RECYCLED WATERLINE WORK TO BE PERFORMED PER “STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION” (STANDARD SPECIFICATIONS OR GREEN BOOK) LATEST EDITION, CBMWD'S DESIGN CRITERIA, SUPPLEMENTAL STANDARD SPECIFICATIONS, AND STANDARD DRAWINGS (STD.

DWGS.) FOR RECLAIMED WATER FACILITIES, AND CITY OF DOWNEY REQUIREMENTS UNLESS OTHERWISE INDICATED.

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

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

3. LOCATION OF EXISTING UTILITIES/UNDERGROUND FACILITIES KNOWN TO THE ENGINEER ARE SHOWN

IN THEIR 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 PRIOR TO

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

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

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

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

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

8. CONTACT AKIHIRO MIYAKE AT 562-417-2368 (DOWNEY UTILITIES INSPECTOR) AND CITY-DESIGNATED CONTRACT INSPECTOR MINIMUM 72-HOURS PRIOR TO STARTING WORK TO SCHEDULE INSPECTION.

9. CONTACT DAN BACANI (LA COUNTY DEPARTMENT OF PUBLIC HEALTH) @ 626-430-5290 AND JOHN ROBINSON (CENTRAL BASIN MUNICIPAL WATER DISTRICT) @ 626-375-9389 A MINIMUM OF 2 WEEKS PRIOR TO STARTING WORK TO SCHEDULE INSPECTION FOR RECYCLED WATER IRRIGATION RETROFIT.

10. MAINTAIN HORIZONTAL (MINIMUM 10-FEET) AND VERTICAL SEPARATION (MINIMUM 1-FEET BELOW) (O.D TO O.D.) FROM POTABLE WATER LINES IN COMPLIANCE WITH REGULATIONS SET FORTH BY THE STATE AND COUNTY DEPARTMENT OF PUBLIC HEALTH.

11. ADD FITTINGS TO MAINTAIN MINIMUM COVER OF 42-INCHES (OR AS SHOWN ON PIPELINE PROFILE) AND TO AVOID EXISTING UTILITIES ENCOUNTERED. IF MINIMUM COVER CANNOT BE MET, THE 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 INCHES OF COVER FROM TOP OF PIPE TO EXISTING GROUND DURING CONSTRUCTION. CHANGE IN PROFILE AND/OR NEED FOR ENCASEMENT/CASING SHALL BE APPROVED BY CITY OF DOWNEY.

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

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

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

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

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

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

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

16. PIPE BASE, PIPE ZONE, AND TRENCH ZONE BACKFILL - IMPORTED SAND OR NATIVE MATERIAL WITH MINIMUM SE OF 30 OR COEFFICIENT OF PERMEABILITY >1.4 INCHES/HOUR @ MINIMUM 90% RELATIVE COMPACTION (ALSO SEE STANDARD DRAWINGS). CERTIFICATION OF IMPORTED OR NATIVE MATERIAL REQUIRED.

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

ARE NOT CURRENTLY PAVED, SEE STREET IMPROVEMENT PLANS FOR AC PAVEMENT/BASE REQUIREMENTS. MINIMUM 95% RELATIVE COMPACTION.

18. COMPACTION TESTS SHALL BE TAKEN AT RANDOM DEPTHS AND INTERVALS, AS DIRECTED BY THE CITY. PRESSURE TEST IN ACCORDANCE WITH SEC. 306-1.4.5 OF THE STANDARD SPECIFICATIONS (C=

0.25 FOR PVC) TO MINIMUM TEST PRESSURE OF 200 PSI FOR CLASS 200 PIPE FOR 4-HOURS. ALL TEST(S) TO BE PERFORMED IN PRESENCE OF A DOWNEY UTILITIES YARD REPRESENTATIVE. NO PRESSURE TESTING AGAINST CLOSED VALVES - USE PRESSURE PLATES. TEST SECTION SHALL BE COMPLETELY BACKFILLED AND COMPACTED PRIOR TO CONDUCTING TESTS.

19. PROVIDE TEMP OR PERMANENT MATERIALS/EQUIPMENT NECESSARY TO PERFORM ALL TESTING (I.E.

BLOW-OFFS FOR FLUSHING, AIR RELEASE/VACUUM VALVES FOR REMOVING/ADDING AIR DURING FILLING/FLUSHING OF PIPELINES, MJXFL ADAPTERS, PRESSURE PLATES, VALVES, FITTINGS).

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

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

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

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

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

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

GENERAL NOTES - RECYCLED WATER

1. PIPE SHALL BE C900 DR 14 CLASS 305 PURPLE PVC RECYCLED WATER PIPE WITH COPPER TRACER WIRE AND WARNING TAPE/TAGS AND INTEGRAL BELL AND SPIGOT (PUSH ON) JOINTS WITH ASTM F477 ELASTOMERIC RUBBER GASKETS IN ACCORDANCE WITH AWWA C900, AND SHALL BE MADE IN THE USA.

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

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

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

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

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

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

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

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

7. 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.

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

RECYCLED WATER PIPE RISERS, SLIP-TYPE CONCRETE BASE AND CAST IRON RING VALVE BOXES (EISEL 4TT), AND TRIANGULAR SHAPED CASE IRON COVERS MARKED “RECYCLED WATER” PER CITY SPECIFICATIONS AND STD. DWG. 5-RW. PROVIDE OPERATING EXTENSION STEMS (RISERS) TO BRING OPERATING NUTS TO A POINT 18 TO 30-INCHES BELOW SURFACE OF GROUND AND/OR BOX COVER PER STD.

DWG. 6-RW.

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

10. TAPPING SLEEVES SHALL BE DUCTILE IRON WITH BUNA-N RUBBER WITH A WIDE CROSS-SECTION, MECHANICAL JOINT BY FLANGE. BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL.

CLOW, MUELLER, OR US PIPE.

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

12. 3-INCH AND ABOVE RECYCLED WATER IRRIGATION METERS SHALL BE SENSUS OMNI T 2 TURBINE WITH

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

13. 3-INCH AND LARGER METERS SHALL BE INSTALLED WITH A C509 RESILIENT WEDGE GATE VALVE, INSTALLED IMMEDIATELY DOWNSTREAM OF THE METER, ACCESSIBLE THROUGH THE WATER METER BOX LID.

14. 3-INCH (30”WX48”LX48”H MIN.) RECYCLED WATER METER BOXES SHALL BE ARMORCAST PURPLE POLYMER CONCRETE (RPM) MODEL A6001430PCX48-PUR WITH PURPLE TWO-PIECE LIDS (MODELS A6001470-PUR & A6001470DZ-H7-PUR) MARKED “RECYCLED WATER” WITH DROP IN READ LID (MODEL A6000482-PUR).

15. 4-INCH (36”WX60”LX48”H MIN.) AND LARGER RECYCLED WATER METER BOXES SHALL BE ARMORCAST PURPLE POLYMER CONCRETE (RPM) MODEL A6001436APCX48-PUR (4-INCH) WITH PURPLE TWO-PIECE LIDS MARKED (MODELS A6001457-PUR & A6001457DZ-H7-PUR) “RECYCLED WATER”. SIZE OF BOX FOR LARGER METERS DEPENDENT UPON SIZE OF METER AND APPURTENANCES WITHIN THE BOX PER CITY APPROVAL.

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

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

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

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

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

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

20. 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.

21. 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 FORD MODEL E1935SG.

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

23. COMBINATION AIR RELEASE AND VACUUM VALVE COVERS SHALL BE DOUBLE HOT-DIP GALVANIZED, 18-INCH DIAMETER X 30-IN HIGH X 3/8-IN THICK FOR 1-IN AND 2-IN VALVES, WITH SWING-HINGED DOOR, DROP IN HANDLE, AND TOP OF COVER WELDED WITH THE LETTERS “RW”.

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

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

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

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

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

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

DIELECTRIC COUPLINGS/GASKETS WHERE DISSIMILAR METALS JOIN AND USE OF STAINLESS STEEL

HARDWARE

MATERIAL SPECIFICATIONS - RECYCLED WATER MATERIAL SPECIFICATIONS - RECYCLED WATER CONTINUED 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
02/05/25

SIZE (INCHES)APCO MODEL NUMBER CRISPIN MODEL NUMBER VAL-MATIC MODEL NUMBER 2 145C UL 202C.2
3 147C UL 203C.2
4 149C UL 204C.2
6 150C UL 206C
8 151C UL 208C

OLD RIVER SCHOOL RDPOMERING RDJULIUS AVEWILEY BURKE AVEC H
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WILEY BURKE AVERIVES AVEIR
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RIO HONDO

GOLF CLUB
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ELEMENTARY
SCHOOL
FURMAN
PARK
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1 1
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1 5

RECYCLED WATER MAIN EXTENSION

KEY MAP
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
02/05/25
0 SCALE:
60' 120' 240'
1'' = 120'
N

10 0
+
0 0
10 1
+
0 0
10 2
+
0 0
10 3
+
0 0
10 4
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113+0
0 114
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0 0 115+00116+00117+0011
8 +
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FURMAN

PARKOLD RIVER SCHOOL RDPOMERING RDJULIUS AVEWILEY BURKE AVEC H
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WILEY BURKE AVERIO HONDO

GOLF CLUB
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RWV
xxxxxxxxxxxxxxxxxxxxxxxxRIO HONDO

GOLF CLUB

OLD RIVER SCHOOL RDQ
U
I
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N

S
T
20' SWING GATE

WORK AREA

THE PROJECT IS WITHIN AN AREA WITH MATURE

TREES AND THE CONTRACTOR SHALL ASSUME ROOTS
WILL BE ENCOUNTERED DURING EXCAVATION. TREE
ROOTS LARGER THAN 1" SHALL BE CLEANLY CUT BY
HAND WITH SHARP SAW OR PRUNING TOOLS. CUTS
SHALL BE MADE AT RIGHT ANGLES.

PROP 8"

RW MAIN

PROTECT IN PLACE
EXIST 8' (H) FENCE

PROTECT IN PLACE

EXIST FENCE

HORIZONTAL CONTROL - RECYCLED WATER MAIN
PT NO.
1 2
3 4
5 6
7 8
9 10

NORTHING
1805718.41
1805715.29
1805718.82
1805102.34
1805120.26
1805113.47
1805119.59
1805265.38
1805421.78
1805351.17

EASTING
6517940.75
6517945.88
6517960.42
6518906.12
6518982.21
6518992.63
6519018.62
6519219.38
6519314.39
6519430.62

DESCRIPTION

BEGIN CONSTRUCTION

ANGLE POINT

ANGLE POINT

ANGLE POINT

ANGLE POINT

ANGLE POINT

BEGIN CURVE

END CURVE

ANGLE POINT

END CONSTRUCTION

RECYCLED WATER MAIN EXTENSION

HORIZONTAL CONTROL AND SITE ACCESS 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
02/05/25
0 SCALE:
40' 80' 160'
1'' = 80'
N

SITE ACCESS PLAN
NOTE:

1. CONTRACTOR SHALL RESTORE ANY DAMAGED HARDSCAPE OR LANDSCAPE

DURING CONSTRUCTION IN KIND TO PRECONDITION AND TO THE STANDARDS OF THE RIO HONDO GOLF COURSE AND THE CITY OF DOWNEY.

STOPxxxxxxxxxxxxxxxxxxxxxx7403 7407 7413 7419 7425 7429 7435 7439 7445 7451 10524 10535
7402 7408 7412 7418 7424 7430 7434 7440 7446 7450 7456 7502 7508 7514 7518 10528 10541
UTUTUTFOFOFO3''G2''G 2''G
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
3''G3''G2''G 2''G 2''G 2''G
15''SS15''SS15''SS2''G8''SS8''SSGG G G
G G

GGGGGGGGGGGG
G
G
G
G
G G
G
G
OE
OEOEOE12''RW

FO FO FO FO FO FO FO

S S S S S S S S S S S S S S

S S S S S S S S S SSG
FOS
G
100+00
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00

QUINN STREET
80'
40'40'
30'30'
56'
28'28'
18'18'60'30'30'18'18'PROPOSED 8" C900 PVC .1 6'6'19'NEW VALVESTA. 100+26CONNECTION TO 12"RWSTA. 100+00SEE DETAIL "A1" ON SHT 8SEE SITE ACCESS PLAN ON SHT 47 5RIO HONDO

GOLF COURSE
(CITY OF DOWNEY)NEW 2" CAVSTA. 101+896

PROTECT IN PLACE
EXIST CBMWD 12" RW 11'10A A MATCHLINE STA. 109+00SCALE: HORIZ: 1"= 40' VERT: 1"= 4' PROFILE 8-INCH RECYCLED WATER
100
105
110
115
120
125
130
100
105
110
115
120
125
130
99+50 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 3" G
2" G
FO
6" W
6" W
15" SS
8" SS
1" WS
1" WS 1" WS 1" WS 1" WS 1" WS
6" SS LAT
6" SS LAT 6" SS LAT 6" SS LAT 6" SS LAT 6" SS LAT 6" SS LAT 6" SS LAT 6" SS LAT 1/2" G LAT 1/2" G LAT
1/2" G LAT 1/2" G LAT 1/2" G LAT
12"x8" REDUCER, ECC113.15 T.O.P.112.07 B.O.P. (12" ∅)112.40 B.O.P. (8" ∅)JOIN EXIST 12" CBMWD RWSTA. 100+00115.75 T.O.P.115.00 B.O.P.1.00°± BENDSTA. 101+86113.17 T.O.P.112.42 B.O.P.22.5° BENDSTA. 100+11111.55 T.O.P.110.80 B.O.P.22.5° BENDSTA. 100+15111.75 T.O.P.111.00 B.O.P.22.5° BENDSTA. 100+40113.55 T.O.P.112.80 B.O.P.22.5° BENDSTA. 100+44STA. 100+06HORIZ ANG PTSTA. 100+21HORIZ ANG PTCONSTRUCT 879 LF 8-INCH RECYCLED WATER PIPELINE C900 DR-14 CL 305 PVC WITH RECYCLED ID TAPE

EXIST AC ROAD
STA. 100+268" GV111.64 T.O.P.110.89 B.O.P.S= -0.0019S= 0.0155 S= -0.0018
S= -0.4050
S= 0.4500

PROTECT IN PLACE
EXIST CBMWD 12" RW
12" MINCLRPOMERING ROAD
CL
48" MINSTA. 101+892" CAV1/2" G LAT
62 LF
PCC TRENCH DETAIL 1 ON SHT 10

OLD RIVER

SHOOL ROAD
CL
STA. 109+00114.36 T.O.P.113.61 B.O.P.PCC ROAD
TELE 12" MINCLRS= 0.0080
12 12 12 1212" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLRRECYCLED WATER CONSTRUCTION NOTES:

INSTALL NEW 8" C900 DR-14 CLASS 305 PURPLE PVC RECYCLED

WATER PIPE WITH COPPER TRACER WIRE AND WARNING TAPE/TAGS PER DOWNEY DWG NOS. 12-RW, 13-RW, AND 14-RW ON SHEET 9. 1 5 INSTALL NEW 8" MJ C509 GATE VALVE AND THRUST BLOCK
PER DOWNEY DWG NO. 5-RW.
6 INSTALL NEW 2" COMBINATION AIR RELEASE AND VACUUM ASSEMBLY (CAV) PER DOWNEY DWG NO. 9-RW.
7 ISOLATE, CUT, AND DEWATER EXISTING 12” RECYCLED MAIN AND THEN RECONNECT PER DETAIL “A1” ON SHEET 8.
10 TYPE II SLURRY SEAL EXISTING ASPHALT PAVEMENT.
12 INSTALL NEW 8" MJ 22.5° DIP VERTICAL BEND AND
ANCHOR BLOCK PER DOWNEY DWG NO. 7-RW.

A CENTER 20' STICK OF PIPE UNDER POTABLE WATER CROSSING.

QUINN STREET RECYCLED WATER
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
02/05/25

OLD RIVER SCHOOL ROAD
PLAN AND PROFILE STA. 100+00 TO STA. 109+00
NOTE: CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING IN THE

VICINITY OF ALL UTILITY CROSSINGS THAT
ARE 6 INCHES OR LESS IN CLEARANCE MATCHLINE STA. 109+00SEE SHEET 6OLD RIVER SCHOOL ROAD

POMERING ROAD
0 SCALE:
20' 40' 80'
1'' = 40'
N
LEGEND

TYPE II SLURRY SEAL
(T-CUT REQUIRED)

x xSTOPMB
7524 7530 7536 7540
7535
10534
10539
10527
10521
10520
10524
10530
10534
10540
10548
10560
105688''SS8''SS8''SS2''G2''G2''G8''SS2''G 2''G
8''SS 8''SS 2''G2''G8''SS8''SS36''SDGGGGGG G
G GG
G
G

GG G GG G OEOE
OE
OE
OEOEOE

FOFO FO

FOFO FOFOFOFOS S S SSS

SSSSSSSSSSF
O
8"SS109+00 110+00 111+00 112+00113+00114+00115+00QUINN STREET PROPOSED 8" C900 PVC .1 WILEY BURKE AVENEW 45° BEND
STA. 111+50
NEW 45° BEND
STA. 112+28
BC
STA. 112+67
NEW 45° BEND
STA. 112+40
PROPOSED 8" C900 PVC .1
2 2
2 60'30'30'18'18'50'
25'25'
15'15'
60'
30'30'
19'19'
60'
30'
30'18'
18'6'6'19'12'
6'
3'
C1
6'
10 L = 12'±L = 36'±
99 9
L = 12'±
11 A
AMATCHLINE STA. 109+00MATCHLINE STA. 115+00SCALE: HORIZ: 1"= 40' VERT: 1"= 4' PROFILE 8-INCH RECYCLED WATER
100
105
110
115
120
125
130
100
105
110
115
120
125
130
109+00 110+00 111+00 112+00 113+00 114+00 115+00
S= 0.0169
S= 0.4500
STA. 111+50HORIZ ANG PTSTA. 112+40HORIZ ANG PTSTA. 112+28HORIZ ANG PTSTA. 112+67BC110.95 T.O.P.110.20 B.O.P.45° BENDSTA. 110+65115.35 T.O.P.114.60 B.O.P.22.5° BENDSTA. 112+23114.05 T.O.P.113.30 B.O.P.45° BENDSTA. 110+62113.55 T.O.P.112.80 B.O.P.22.5° BENDSTA. 112+196" W 6" W
8" SS
2" G
36" SD
18" SD
18" SD
FO1" WS
1" WS
1" WS
6" SS LAT 6" SS LAT 6" SS LAT
3/4" G LAT
1/2" G LAT
6" SS LAT
CONSTRUCT 600 LF 8-INCH RECYCLED WATER PIPELINE
C900 DR-14 CL 305 PVC WITH RECYCLED ID TAPE

EXIST AC ROAD

JULIUS AVE
CL
S= -0.0019
S= -1.0333S= 0.004412" MINCLR6" MINCLR12" MINCLR4 4 12 1212" MINCLR6" SS LAT STA. 109+00114.36 T.O.P.113.61 B.O.P.STA. 115+00116.56 T.O.P.115.81 B.O.P.48" MIN27" SD 1" WS 6" MINCLR6" MINCLR18" SD
6" MINCLR8" SS
6" SS LAT

WILEY BURKE AVE
CL
12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLRRECYCLED WATER CONSTRUCTION NOTES:

INSTALL NEW 8" C900 DR-14 CLASS 305 PURPLE PVC RECYCLED

WATER PIPE WITH COPPER TRACER WIRE AND WARNING TAPE/TAGS PER DOWNEY DWG NOS. 12-RW, 13-RW, AND 14-RW ON SHEET 9. 1 2 INSTALL NEW 8" MJ 45° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG NO. 7-RW.
4 INSTALL NEW 8" MJ 45° DIP VERTICAL BEND AND ANCHOR BLOCK PER DOWNEY DWG NO. 7-RW .
9 INSTALL 1/2 -SACK CEMENT SLURRY BACKFILL (50-E-100)
PER DETAIL 2 ON SHEET 10.
10 TYPE II SLURRY SEAL EXISTING ASPHALT PAVEMENT.
11 COLD MILL EXISTING PAVEMENT 1.5" AND CONSTRUCT 1.5"
ARHM SURFACE COURSE.
12 INSTALL NEW 8" MJ 22.5° DIP VERTICAL BEND AND
ANCHOR BLOCK PER DOWNEY DWG NO. 7-RW.

A CENTER 20' STICK OF PIPE UNDER POTABLE WATER CROSSING.

ALIGNMENT CURVE
TABLE
CURVE #
C1
RADIUS
321.00'
LENGTH
254.74'

TANGENT
134.51
DELTA
17°50'57"

QUINN STREET AND WILEY BURKE AVENUE RECYCLED WATER
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
02/05/25

JULIUS AVE
PLAN AND PROFILE STA. 109+00 TO STA. 115+00
NOTE: CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING IN THE

VICINITY OF ALL UTILITY CROSSINGS THAT
ARE 6 INCHES OR LESS IN CLEARANCE
MATCHLINE STA. 115+00
SEE SHEET 7
WILEY BURKE AVEMATCHLINE STA. 109+00SEE SHEET 5N
0 SCALE:
20' 40' 80'
1'' = 40'
LEGEND

TYPE II SLURRY SEAL
(T-CUT REQUIRED)

1.5" MILL AND ARHM OVERLAY
(T-CUT NOT REQUIRED)

10521
10520
10513
10507
10503
10445
10441
10435
10436
10442
10504
10510
10516 xxxxxxxxxxxxxxx x x xxxxx
xxWVWV
WV
WV
WV
WV
WV
WV
WV
WVWVWV
IRB
WV
WV
8''SS8''SS2''G2''G2''G8''SS27''SS27''SS27''SSGG
GGGGG
G
G

GGOE OEOEOEOEOE
FOFOFOFOFOFOFOFOSSSSSSSSSSSSUEUEUEUEUEUE4''RW4'
'
RW
4''RW4''RW4''RW
FO
115+00116+00117+00118+00
60'
30'30'
18'18'50'25'25'15'15'PROPOSED 8" C900 PVC .1
EC
STA. 115+22
NEW 90° BEND
STA. 117+05
NEW 3"/4" RW METERS
STA. 118+41
SEE DETAIL "A2" ON SHT 8.

CHEROKEE DR

RIO HONDO

ELEMENTARY
SCHOOL

FURMAN PARK
3 8
12'
6'
12'6'PROPOSED 8" C900 PVC .1
C1
11MATCHLINE STA. 115+00SCALE: HORIZ: 1"= 40' VERT: 1"= 4' PROFILE 8-INCH RECYCLED WATER
100
105
110
115
120
125
130
100
105
110
115
120
125
130
115+00 116+00 117+00 118+00 119+00
CONSTRUCT 341 LF 8-INCH RECYCLED WATER PIPELINE
C900 DR-14 CL 305 PVC WITH RECYCLED ID TAPE

EXIST AC ROAD
FO
FO
6" SS LAT 6" SS LAT6" SS LAT
1" WS 1" WS
1/2" G LAT 1/2" G LAT 2" G
12" MINCLRSTA. 117+05HORIZ ANG PTSTA. 115+22EC48" MINS= 0.0044 STA. 118+4190° HORIZ. BEND118.05 T.O.P.117.30 B.O.P.2" G STA. 115+00116.56 T.O.P.115.81 B.O.P.12" MINCLR6" MINCLR12" MINCLR12" MINCLR12" MINCLR12" MINCLRRECYCLED WATER CONSTRUCTION NOTES:

INSTALL NEW 8" C900 DR-14 CLASS 305 PURPLE PVC RECYCLED

WATER PIPE WITH COPPER TRACER WIRE AND WARNING TAPE/TAGS PER DOWNEY DWG NOS. 12-RW, 13-RW, AND 14-RW ON SHEET 9. 1 3 INSTALL NEW 8" MJ 90° DIP HORIZONTAL BEND AND THRUST BLOCK PER DOWNEY DWG NO. 7-RW.
8 INSTALL NEW 3" RW AND 4" RW SERVICES, METERS, AND BOXES PER DETAIL “A2” ON SHEET 8.
11 COLD MILL EXISTING PAVEMENT 1.5" AND CONSTRUCT 1.5"
ARHM SURFACE COURSE.

ALIGNMENT CURVE
TABLE
CURVE #
C1
RADIUS
321.00'
LENGTH
254.74'

TANGENT
134.51
DELTA
17°50'57"
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
02/05/25
NOTE: CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING IN THE

VICINITY OF ALL UTILITY CROSSINGS THAT
ARE 6 INCHES OR LESS IN CLEARANCE
MATCHLINE STA. 115+
0 0
SEE SHEET 6
0 SCALE:
20' 40' 80'
1'' = 40'

WILEY BURKE AVENUE AND CHEROKEE DRIVE RECYCLED WATER
PLAN AND PROFILE STA. 115+00 TO FURMAN PARK

WILEY BURKE AVE
LEGEND

1.5" MILL AND ARHM OVERLAY
(T-CUT NOT REQUIRED)
N

xxxxxxxx12''RW

7.6'±

1.5'±6'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
02/05/25 RECYCLED WATER SYSTEM CONNECTION DETAILS
A1CONNECTION TO 12" RW
STA. 100+00
(QUINN STREET & OLD SCHOOL RIVER ROAD)
SCALE: 1"=5'
N

PROTECT IN PLACE EXIST CHAIN
LINK FENCE AND FENCE POSTS.

PROTECT IN PLACE EXISTING
GOLF COURSE NET.

THE PROJECT IS WITHIN AN AREA

WITH MATURE TREES AND THE

CONTRACTOR SHALL ASSUME

ROOTS WILL BE ENCOUNTERED
DURING EXCAVATION. TREE ROOTS
LARGER THAN 1" SHALL BE CLEANLY

CUT BY HAND WITH SHARP SAW OR
PRUNING TOOLS. CUTS SHALL BE
MADE AT RIGHT ANGLES.

PROTECT IN PLACE
EXISTING TREES.

PROTECT IN PLACE
EXIST CBMWD 12" RW.

NEW 8" MJ 45° DIP HORIZONTAL
BEND AND THRUST BLOCK.

REMOVE EXISTING 12" PLUG, 2" BO,

AND THRUST BLOCK AND INSTALL
NEW 8" MJ 45° DIP HORIZONTAL
BEND AND THRUST BLOCK.

INSTALL NEW 12" x 8" MJ

ECC REDUCER AND

CONNECT TO EXISTING
12" MAIN.

INSTALL NEW 8" C900 DR-14
CL 305 PVC WITH

COPPER TRACER WIRE AND
RECYCLED WATER ID TAPE.

INSTALL NEW 8" C900 DR-14 CL 305 PVC

WITH COPPER TRACER WIRE AND
RECYCLED WATER ID TAPE.

NEW 8" C900 DR-14 CL 305 PVC
PER SEPARATE BID ITEM.

TUNNEL UNDER FENCE.

PLACE 1/2 SLURRY BACKFILL

THE CONTRACTOR SHALL RESTORE IN

KIND ANY LANDSCAPING DAMAGED
DURING CONSTRUCTION.

REMOVE AND REPLACE CURB AND

GUTTER, AND SIDEWALK TO THE
NEAREST WEAKENED JOINT. FOR
BIDDING PURPOSES, ASSUME 10 LF OF

CURB AND GUTTER, AND SIDEWALK TO
BE REMOVED AND REPLACED IN KIND.

A2NEW 3" RW/4" RW METERS
STA. 118+41 (3" RW METER & 4" RW METER)
(CHEROKEE DRIVE)
SCALE: 1"=5'
N
NEW 8" MJ 90° DIP HORIZONTAL

BEND AND THRUST BLOCK PER
DOWNEY DWG NO. 7-RW.

INSTALL NEW 8" C900
DR-14 CL 305 PVC WITH

RECYCLED WATER
TRACER WIRE.

NEW 8" MJ x FL 90° DIP

HORIZONTAL BEND AND

THRUST BLOCK PER
DOWNEY DWG NO. 7-RW.

NEW 8" x 3" FL REDUCER
NEW 3" RW METER AND BOX PER
DOWNEY DWG. NO. 3-RW
(FOR RIO HONDO ELEMENTARY SCHOOL).

SEE RECYCLED WATER IRRIGATION

PLANS FOR CONTINUATION - TO BE
SUBMITTED UNDER SEPARATE COVER.

INSTALL NEW 4" SDR 13.5 CL 315 PVC
WITH RECYCLED WATER TRACER WIRE.

NEW 4" RW METER AND BOX PER
DOWNEY DWG. NO. 3-RW
(FOR FURMAN PARK).

SEE RECYCLED WATER IRRIGATION
PLANS FOR CONTINUATION.

THE CONTRACTOR SHALL

RESTORE IN KIND ANY

LANDSCAPING DAMAGED
DURING CONSTRUCTION.10' CBMWD EASEMENTNEW 8" C900 DR-14 CL 305 PVC PER SEPARATE BID ITEM.

REMOVE

INTERFERING
MAIN INSTALL NEW 8" x 4" MJ x FL
TEE AND 4" MJ x FL C509

GATE VALVE PER DOWNEY
DWG. NO. 4-RW.
7'
6'3'4'INSTALL NEW 3" SDR 13.5 CL 315 PVC
WITH RECYCLED WATER TRACER WIRE.

PROTECT IN PLACE

EXIST BLOCK WALL
INSTALL NEW 3" FL x MJ
C509 GATE VALVE PER
DOWNEY DWG NO. 3-RW.

PROTECT IN PLACE EXIST
CURB AND GUTTER.

TUNNEL UNDER CURB AND

GUTTER AND FILL WITH
1-SACK SLURRY
ROW

CONSTRUCTION ITEMS / MATERIALS LIST
2 3
4 5
6 7
1 8
10 11
9 12
13 SECTION
7 13
11 10
9 PLAN

CURB & GUTTER
4'
MIN.

COPPER TRACER

WIRE AND RW ID

TAPE PER

SPECIFICATIONS
3" SERVICE ONLY
139
5 3 8 68
4 3
1 12
2 8

EXISTING OR NEW

RECYCLED WATER MAIN
(D.I.P., P.V.C., W.S.P.)DIMENSIONPER PLANCHIP "RW" IN

CURB FACE

RW ID TAG IN BOX PER

SPECIFICATIONS
L = 9"/10"L = 12"/12"
3"/4" GATE

VALVE (MJ)
3"/4" DIP
SPOOL
(FLxMJ)
3"/4"
METER
(FL)
3"/4"

STRAINER &
(FL)
L = 19"/23"

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

EXISTING BASE

PIPE ZONE

RECYCLED WATER PIPE

SAND BEDDING &

BACKFILL REQUIRED

PROPOSED PAVEMENT

INITIAL PAVEMENT CUT
NATIVE @ 90% RELATIVE

COMPACTION

TRENCH ZONE

RECYCLED WATER WARNING TAPE
PER DWG. NOS. 13-RW & 14-RW
12"6"
MIN.
6"
MIN.

W
W+1'P+1"BP42" MIN.6"COPPER TRACER WIRE
PER DWG. NO. 13-RW

RECYCLED WATER ID TAPE PER
DWG. NOS. 13-RW & 14-RWSEENOTE 36" MIN. 8" MAX.
(ON EACH SIDE OF PIPE BELL)
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.

NOTES

ALL RECYCLED WATER PIPELINES, INCLUDING SERVICE LINES AND ATTACHED APPURTENANCES SHALL BE PROVIDED WITH IDENTIFICATION PER THE FOLLOWING:

PVC PIPE:

1.RECYCLED WATER DISTRIBUTION PIPE AND CASING PIPE (WHERE APPLICABLE) SHALL BE COLORED PURPLE AND INTEGRALLY STAMPED/MARKED WITH CONTINUOUS WORDING "CAUTION: RECYCLED WATER, DO NOT DRINK" PRINTED IN 5/8" BLACK LETTERING ON OPPOSITE SIDES OF THE PIPE.

DUCTILE IRON PIPE:

1.PURPLE COLORED POLYETHYLENE IDENTIFICATION TAPE WITH CONTINUOUS WORDING "CAUTION: RECYCLED WATER, DO NOT DRINK" SHALL BE ATTACHED TO THE TOP OF PIPE PER DWG. NO. 14-RW.

STEEL CASING PIPE:

1.PURPLE COLORED POLYETHYLENE IDENTIFICATION TAPE WITH CONTINUOUS WORDING "CAUTION: RECYCLED WATER, DO NOT DRINK" SHALL BE ATTACHED TO THE TOP OF PIPE PER DWG. NO. 14-RW.

RECYCLED WATER PIPE

WARNING TAPE
PER DWG. NO. 14-RW
TRACER WIRE FOR NON-METALLIC PIPE #12
CU. WITH HMWPE INSULATION. SECURE TO

PIPE WITH PLASTIC ADHESIVE TAPE EVERY
10 FEET

RECYCLED WATER PIPE

WARNING TAPE
PER DWG. NO. 14-RW12"MIN.RECYCLED WATER MAIN42" MIN.(UNLESS OTHERWISE NOTED ON THE PLANS)NOTES

1.RECYCLED WATER ID/WARNING TAGS SHALL CONSIST OF WEATHERPROOF PLASTIC, 3-INCH BY 4-INCH, WITH PURPLE BACKGROUND, AND BLACK LETTERING. WARNING TAGS SHALL BE ATTACHED TO EACH RECYCLED WATER DEVICE WITH A NYLON TIE WRAP.

2.RECYCLED WATER IDENTIFICATION TAPE SHALL CONSIST OF A MINIMUM 4 MIL. POLYETHYLENE WITH METALLIC BACKING, WITH PURPLE BACKGROUND AND BLACK LETTERING. TAPE WIDTH SHALL BE 6-INCHES FOR 6-INCH AND SMALLER AND 12-INCHES FOR PIPE LARGER THAN 6-INCH. LETTERING SHALL BE 2-INCHES HIGH AND MESSAGE SHALL REPEAT EVERY 36-INCHES.

IDENTIFICATION TAPE SHALL BE FASTENED TO THE PIPE WITH PLASTIC ADHESIVE TAPE BANDED AROUND THE PIPE AT NO MORE THAN 5-FOOT INTERVALS, OR AS APPROVED BY THE CITY.

3.RECYCLED WATER WARNING TAPE MEETING THE SAME SPECIFICATIONS AS NOTE 2 ABOVE SHALL BE BURIED ABOVE THE PIPE ZONE BEDDING A MINIMUM OF 12-INCHES ABOVE THE PIPE.

4.WARNING TAGS, (MODEL NO. ID-MAX-P2-RC009), IDENTIFICATION/WARNING TAPE AND POLYETHYLENE ENCASEMENT SHALL BE AS MANUFACTURED BY T. CHRISTY ENTERPRISES, TERRA TAPE (DIVISION OF REEF INDUSTRIES) OR APPROVED EQUAL.

5.RECYCLED WATER PIPELINES LOCATED IN NON-PAVED AREAS OUTSIDE STREET RIGHT-OF-WAY SHALL ALSO BE IDENTIFIED WITH MARKER POSTS.

6.PURPLE COLOR SHALL BE PANTONE 512.

RECYCLED WATER SIGNSRECYCLED WATER WARNING TAGS

RECYCLED WATER PIPE WARNING TAPE

RECYCLED WATER PIPE IDENTIFICATION TAPE

FOR ATTACHMENT TO PIPE
FOR BURIAL 12" MINIMUM ABOVE PIPE

CAUTION - RECYCLED WATER, DO NOT DRINK

CAUTION - RECYCLED WATER LINE BELOW
AGG. BASE @ 95%

RELATIVE COMPACTION
(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.7
62"RECYCLED WATER ID TAG IN BOX
PER DWG. NO. 14-RW

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
8" C900 CLASS 200 DR 14 PURPLE PVC PW/JM EAGLE

VINYLTECH
C900 CLASS 200
DR 14
10 1/4" (ID) BODY AND COVER (BOX LID)BROOKS/EISEL 4-TT
CONCRETE RING, CLASS 560-C-3250 --------
VALVE STEM EXTENSION PER DWG. NO. 6-RW --------
ANCHOR BLOCK PER DWG. NO. 7-RW --------
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-RW
MJ, MJxFL, OR FL

CONNECTION PER PLANS

RECYCLED WATER MAIN

TRACER WIRE FOR

NON-METALLIC PIPE PER
DWG. NO. 13-RW
SEE
NOTE 2

RECYCLED
WATER

POINTING IN

DIRECTION

OF LINE
1 2
3 4
5 6
7 6"
(NON-PAVED
AREAS)
12"
(PAVED AREAS)1"3
4 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. 14 SLOPE UPWARD
2% MIN.

NOTES

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

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

3.18" DIA. x 30" HIGH x 3/16" THICK GALVANIZED STEEL ENCLOSURE WITH DROP IN 1/4" LIFTING HANDHOLES. 3/4" THICK STEEL PLATE WELDED TO TOP OF STEEL TUBE ENCLOSURE. DOUBLE DIP GALVANIZED AFTER FABRICATION. PROVIDE 6" MINIMUM CLEARANCE ABOVE DISCHARGE PIPING.

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

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

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, INSULATING BUSHING
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" 90 DEGREE LONG RADIUS COMPRESSION ELBOW, TYP.--------COMP x COMP 2" BRONZE BALL VALVE
FORD
JONES

MUELLER
B44-777-WR-Q-NL
E1949WSG
B25209-3N
NO LEAD; COMP x COMP
RW VALVE BOX AND COVER PER DWG. NO. 5-RW ------------
VALVE STEM EXTENSION PER DWG. NO. 6-RW IF NECESSARY ------------ 2" BRONZE COUPLING --------NO LEAD; COMP x MIP
2" BRONZE BALL VALVE
FORD
JONES

MUELLER
B11-778-HB-67S-NL
E1900WH
B20283N/H10298-99001
NO LEAD; FIP x FIP
2" BRONZE/RED BRASS NIPPLE --------NO LEAD; MIP x MIP
2" COMBINATION AIR RELEASE AND VACUUM VALVE (CAV)
APCO

CRISPEN

VALMATIC
145C UL20
202C.2 ----
2" GALVANIZED DISCHARGE NIPPLE [(2) 90 DEGREE ELBOWS, (3) NIPPLES]------------ CAV ENCLOSURE (SEE NOTES 2 & 3)--------DROP IN HANDLES SWING OPEN STAINLESS STEEL SCREEN OVER INLET/OUTLET WITH S.S. BAND ------------ SAMPLING PORT: 1/2" CL 125 CAST BRONZE 90 DEGREE STREET ELBOW AND BRASS CLOSE NIPPLE, 1/2" BRONZE ANGLE VALVE (0-300 PSI) AND 3/4" MALE NATIONAL HOSE THREAD x 1/2" MALE IPT BRASS HOSE NIPPLE
------------
CONCRETE PAD (560-C-3250)------------
3 4
5 6
7 8
1 2
9 10
11 12
13 14
15 16
17 RW
13 15
16 17
3 63
7 8
12 11
10 9
1 3
92 5 4
5 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
02/05/25 RECYCLED WATER DETAILS

8" THICK PCC
(VARIES)EQUALEQUAL6"6"

NEW CONCRETEEXISTING CONCRETE

REGRADE AND RECOMPACT EXISTING

SUBGRADE UNDER NEW PCC PAVEMENT
(95% RELATIVE COMPACTION).

NOTES:

1. CONCRETE PAVEMENT SHALL

OBTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 2,500 PSI WITHIN

THREE DAYS OF CONSTRUCTION

WITHOUT THE USE OF CALCIUM
CHLORIDE ADMIXTURE. AGGREGATE

SHALL BE TYPE A PER THE SPPWC
TABLE 201-1.3.2.

2. EXISTING TRANSVERSE JOINT

SPACING IS APPROXIMATE BASED
ON LIMITED FIELD MEASUREMENTS.

3. PLACE 2-#5 DOWELS PER DETAIL B

HERON AT ALL TRANSVERSE COLD
JOINTS.

4. TRANSVERSE WEAKEND PLANE
JOINTS SHALL BE TOOLED AND 1"
DEEP.

5. MAXIMUM SPACING OF #5 DOWELS

ALONG LONGITUDINAL JOINTS SHALL
BE 48" O.C.
#5 X 24" SMOOTH,

GREASED OR
OILED
DOWEL @ 48" O.C.

MAX

DRILL AND
BOND DOWEL.R=1/8"

REGRADE AND RECOMPACT EXISTING
SUBGRADE (95% RELATIVE
COMPACTION).

NEW CONCRETE PAVEMENT
THICKNESS SHALL BE 1"
THICKER THAN EXISTING (8"±).

SAWCUT SHALL BE AT EXISTING
PCC LONGITUDINAL JOINT.

JOIN PER DETAIL A HERON.

DOWEL INTO EXISTING

AND NEW CONCRETE PER
DETAIL B HEREON.
8" PVC, TRENCH BACKFILL, AND

BEDDING PER CITY OF DOWNEY
STANDARD PLAN 12-RW.

EXISTING 8" THICK PCC OVER
COMPACTED SUBGRADE.UTUTFOFO8''SS
3''G3''G15''SS15''SSOEOEFOxxxxxx
x100+00
101+00
PROPOSED 8" PVC
4'±11'±39'±4' MIN23'±
PCC TRENCH2'±15'8'±11'±20'±16'3'±EXIST 2" RW B.O.

EXIST CONSTRUCTION

JOINT (TYP)

EXIST PCC PAVEMENT

EXIST CONSTRUCTION

JOINT (TYP)

SAWCUT SHALL BE

AT EXIST PCC

LONGITUDINAL JOINT

EXIST CURB AND
GUTTER

EXIST CONCRETE

CROSS GUTTER VARIESEXISTING UTILITY
PROPOSED 8" PVC

RECYCLED WATER MAIN
5'
(TYP)

SLURRY BACKFILL
(1/2 SACK)
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
02/05/25 RECYCLED WATER DETAILS

OLD SCHOOL RIVER ROAD

OLD SCHOOL RIVER ROAD
1 PCC TRENCH REPLACEMENT
SCALE: NTS
2 SLURRY BACKFILL
SCALE: NTS

DETAIL A
SCALE: NTS

DETAIL B
SCALE: NTS

97'133'1'-6"M 1.5K08B
D
08 080808 080808 15 1515 1513 13MMMMMMMMMM 1515KD 1.51.5 1.51.5 1.5 1.5 1.5 1.51.51.5 1.51.5 1.5 1.5 1.5 1.51.5 1.5 D
D
D D
08 07040407080808080808070405
08 08
08 08
A 1.5 1.5 1.51.5 14'W W W W W W W W W1''G 1''G 1''G
1''G 1''G 1''G 1''G 1''G
1''G 1''G 1''G 1''G 1''G 1''G 1''G 1''G

E E E E E E E
E
E
EEEEEE

EEEEEEEE EE E
EEEE E E EEEEEEEEEEEEEEE4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR 4''IRR
4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR
4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR SSSSSSSSSSSSSSSSSSWOE OE OE4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR4''IRR4''
IRR
4''IRR 4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR 4''IRR4''IRR 4''IRR 4''IRR 4''IRR 4''IRRWWW WWW WW
WWWG
GGGx x x x xxxx
xxxxxxxxxxxxxxxxxxxxxx x xxxxx x
x x x x
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxx SDSDSDSDSDSDSDSDB-1B-1B-1B-1SS R IM
=
125
.
48SEALED
SS R
IM
=
125
.73
36 IN
VCP
INVERT
=
111
.77SS R
IM
=
125
.7336 IN
VCP
INVERT
=
111
.83ABANDONED(BUR
IED
)SD GRATE
=
128
.63
INVERT
=
127
.63SD GRATE
=
123
.59
INVERT
=
123
.50SD GRATE = 122.42INVERT = 121.67SD GRATE = 122.30INVERT = 121.13SD GRATE = 122.46INVERT = 121.76 SD GRATE = 120.88INVERT = 120.03SD GRATE = 120.49INVERT = 119.49SS R IM
=
125
.45
INVERT
=
124
.45SS R
IM
=
124
.40SS R
IM
=
124
.97SS R
IM
=
125
.06GGB-1B-1xxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x xxxxxxxxxxx x x xxxxxx xxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x xxxxx xxxxx x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x xxxx xxxxxxxxxxxxxxxxxxxxxx x xxxxx x
x x x x

SSSSSSSSSSSSEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBWMRIVES AVENUE

FENCE LOCATION PROVIDED BY CITY SNACKSHACK
BUILDING #3BUILDING #1BUILDING #2
PLAYGROUNDPLAYGROUNDPARKING LOTPARKING LOTTENNISTENNISBASKETBALLTENNISBPCHEROKEEDRIVEBAADDADC7ADDEDF101GH6IAIC13131311101011341021010JJ518'144'10' MIN FROM TREE24'8'49'6' 4'22'10' MIN FROM TREE
6'±10' MINJ
J123'9'7'39'3'ACSYMBOLDESCRIPTIONEX. TREE: PROTECT-IN-PLACE.POINT OF CONNECTION - 4" RECYCLED WATER METER PER DETAIL "A2" ON SHEET 8.EX. DECOMPOSED GRANITE WALKWAY TO REMAIN IN SERVICE DURING CONSTRUCTION.REPLACE IN KIND WHERE DISTURBED.EX. PEDESTRIAN LIGHT STANDARD & UNDERGROUND ELECTRICAL: PROTECT-IN-PLACE.EX. RW SIGN TO REMAIN.EX. FENCE: PROTECT IN PLACE.EX. MOWCURB: PROTECT IN PLACE.EX. FENCE: TO BE TEMPORARILY REMOVED BY OTHERS.EX. ELECTRICAL JUNCTION BOX.EX. DRINKING FOUNTAIN: PROTECT-IN-PLACE.RECYCLED WATER IRRIGATION CONSTRUCTION NOTESFBACDEFGHSYMBOLDESCRIPTIONINSTALL NEW 4" CLASS 315 RECYCLED WATER PURPLE PVC PIPE PER DOWNEY DWG.NO. 16-RW ON SHEET 12, WITH ALL NECESSARY BENDS AND FITTINGS PER DOWNEY DWG. NO. 7-RW ON SHEET 12. MAKE ADJUSTMENTS TO ALIGNMENT SHOWN TO AVOIDEXISTING TREES AND OTHER PARK FACILITIES. RESTORE IRRIGATION, SOD AND PARKFEATURES TO EXISTING CONDITIONS.SAWCUT AND REMOVE APPROX. 12' OF E. MOW CURB: ADJUST REMOVAL TO ACHIEVEJOINT-TO-JOINT REMOVAL.REMOVE AND REPLACE 740SF CONCRETE.REMOVE APPROXIMATELY 294 SF OF CONCRETE AND INSTALL NEW IRRIGATION, PLANTING AREA WITH BARK MULCH PER PLANTING PLAN.REMOVE EX. IRRIGATION MAINLINE FROM POTABLE WATER SOURCE AND CAP EX. IRRIGATION MAINLINE TO ABANDON IN PLACE.CONFIRM EX. IRRIGATION MAINLINE IS CLEARLY IDENTIFIED AS REQUIRED FOR RECYCLED WATER. CONNECT NEW RECYCLED WATER SERVICE LINE TO EX. IRRIGATIONMAINLINE UPSTREAM OF BOOSTER PUMP. CAP INTERFERING POTABLE WATER LINE TOABANDON IN PLACE.REMOVE EX. BACKFLOW DEVICE, ENCLOSURE, CONCRETE PAD AND INTERFERING MAIN/FITTINGS. CAP EX. IRRIGATION LINES AND ABANDON IN PLACE.INSTALL NEW 4" MJXFL 90 DEGREE VERTICAL BEND AND ANCHOR BLOCK PER DOWNEYDWG. NO. 7-RW ON SHEET 12.ISOLATE, CUT AND DEWATER EX. 4" WATER SERVICE LATERAL; AND INSTALL NEW 4" WILKINS REDUCED PRESSURE ASSEMBLY (RP); MODEL 475 STANDARD ORIENTATION(12" FROM FINISHED GRADE TO BOTTOM OF HAND WHEELS) PER DETAIL ON SHEET 12;SCREEN BACKFLOW DEVICE WITH SHRUBS (SEE PLANTING PLAN ON SHEET 14).INSTALL NEW 12" X 12" RECYCLED WATER SIGN PER DOWNEY DWG. NO. 14-RW ON SHEET 12.INSTALL NEW DECOMPOSED GRANITE WALKWAY WITH CONCRETE HEADER ON EACHSIDE AND RELOCATE EX. IRRIGATION.INSTALL 4” TEE, 4” BLIND FLANGE WITH THREADED NIPPLE, RP DEVICE, AND HOSE UPSTREAM OF NEWLY INSTALLED RP DEVICE TO TEMPORARILY SUPPLY POTABLE WATER TO IRRIGATION SYSTEM FOR CROSS CONNECTION TESTING ONLY.INSTALL RECYCLED WATER LINE CROSSING AT LEAST 12" BELOW EX. POTABLE WATERLINE.12347891011561213REFERENCE NOTESIJ1.PLANS MUST BE APPROVED BY LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH (LAC DPH)AND THE CITY OF DOWNEY. PROVIDE COPY OF LAC DPH PLAN APPROVAL TO CITY OF DOWNEY PRIORTO COMMENCING WORK.2.PRIOR TO COMMENCING CONSTRUCTION CONTACT THE LOS ANGELES COUNTY DEPARTMENT OFHEALTH SERVICES AND CENTRAL BASIN MUNICIPAL WATER DISTRICT TO ARRANGE FOR INSPECTIONOF ALL ON-SITE AND POTABLE WATER WORK. NO EXCAVATION MAY BE BACKFILLED WITHOUT FIRSTSECURING HEALTH DEPARTMENT APPROVAL. IF ANY PIPING, RECYCLED OR POTABLE IS INSTALLEDPRIOR TO INSPECTION ALL OR ANY PORTION OF THE SYSTEM MAY BE REQUIRED TO BE EXPOSED ANDCORRECTED AS NECESSARY.3.SIGNS MUST BE PLACED INDICATING THE USE OF RECYCLED WATER PER LAC DPH AND CITY OFDOWNEY REQUIREMENTS.4.RECYCLED WATER IRRIGATION SHALL ONLY OCCUR DURING PERIODS OF LEAST USE BY THE GENERALPUBLIC (10PM TO 6AM).1.SERVICE LINE ALIGNMENT IS SCHEMATIC. ADDITIONAL BENDS MAY BE REQUIRED TO MINIMIZEDISTURBANCE TO AVOID EXISTING TREES AND PARK FEATURES.2.ALL RECYCLED WATERLINE WORK TO BE PERFORMED PER “STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION” (STANDARD SPECIFICATIONS OR GREEN BOOK) LATEST EDITION; "WATERRECLAMATION CRITERIA": TITLE 22, DIVISION 4, CHAPTER 3, SECTION 60301 THROUGH 60355 OF THECALIFORNIA CODE OF REGULATIONS; LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH (LACDPH); AND CITY OF DOWNEY REQUIREMENTS UNLESS OTHERWISE INDICATED.3.SEPARATION: THERE SHALL BE AT LEAST A TEN FOOT (10') SEPARATION BETWEEN RECYCLED ANDPOTABLE WATER SYSTEM COMPONENTS, MEASURED FROM PIPELINE OUTSIDE DIAMETER. WHERELINES CROSS: POTABLE SHALL BE ABOVE THE RECYCLED LINE WITH 1' SEPARATION, AND CROSSINGSHALL BE AS PERPENDICULAR AS POSSIBLE. WHERE DISTANCE IS NOT MAINTAINED: EITHER POTABLEOR RECYCLED WATER LINES MAY BE SLEEVED WITH THE SAME CLASS PIPING FOR ONE FULL PIPELENGTH (MINIMUM TEN FEET) CENTERED OVER THE CROSS-OVER.4.UNUSED OR ABANDONED POTABLE WATER LINES ARE TO BE SEVERED AS CLOSE TO WATER MAINS ASPRACTICAL, CAPPED AND A TEN FOOT SECTION OF ABANDONED LINE REMOVED AND CAPPED/PLUGGEDUNDER HEALTH DEPARTMENT SUPERVISION.5.RECYCLED WATER SHALL NOT BE CONNECTED TO THE IRRIGATION SYSTEM UNTIL A SEPARATION TESTIS CONDUCTED UNDER THE SUPERVISION OF THE LOS ANGELES COUNTY DEPARTMENT OF PUBLICHEALTH AND CENTRAL BASIN MUNICIPAL WATER DISTRICT, AND PASSED. POTABLE WATER SHALL BEUSED DURING THE INITIAL TESTING OF THE PROPOSED ON-SITE RECYCLED WATER SYSTEM, WITH THEPOTABLE WATER SYSTEM SEPARATED FROM THE PROPOSED RECYCLED WATER SYSTEM BY ANAPPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER.6.THE PROCEDURE OUTLINED IN "GUIDELINES FOR PROPOSED RECYCLED WATER SYSTEMS" FROM THELOS ANGELES COUNTY DEPARTMENT OF HEALTH SERVICES "PRESSURE TEST ON NEW RW SYSTEMSAND/OR AT CONVERSION OF POTABLE TO RW SYSTEMS" SHALL BE FOLLOWED TO CONDUCT THESEPARATION TEST.GENERAL NOTES, RECYCLED WATER INSPECTIONGENERAL NOTESDECOMPOSED GRANITEPROPOSED RECYCLED WATERIRRIGATION LINEBACKFLOW PREVENTERASSEMBLYCONCRETE TOREMOVE-AND-REPLACE:SEE REFERENCE NOTE 3CONCRETE TO REMOVE ANDREPLACE WITH PLANTINGSSEE REFERENCE NOTE 4EX. IRRIGATION LINEEX. IRRIGATION LINE TO BEABANDONEDEX. POTABLE WATEREX. DRINKING FOUNTAIN.PROTECT-IN-PLACELEGENDRECYCLED WATER IRRIGATION RETROFIT PLANDATER.C.E. NO. 5557402/05/25NORTHFO3'3'EX. 4" POTABLEWATER METERRIVES AVE.898'16' 4'
℄ VAULT 120IHHW801" = 40'40120

RECYCLED WATER IRRIGATIONRETROFIT NOTES & DETAILSRECYCLED WATER SIGNSRECYCLED WATER WARNING TAGSRECYCLED WATER PIPE WARNING TAPERECYCLED WATER PIPE IDENTIFICATION TAPECAUTION - RECYCLED WATER, DO NOT DRINKCAUTION - RECYCLED WATER LINE BELOWDATER.C.E. NO. 5557402/05/25DEAD ENDTYPICAL SECTIONCROSSELEV. (TYP. VERT. BEND)REDUCERTEE90° BENDHORIZONTAL / VERTICAL ANCHOR AND THRUST BLOCK

QUANTITY -AS NEEDEDSYMBOLMANUFACTURER/MODELPSIDETAILHUNTER PROS-06-PRS40-CV-R ADJ SERIES304/15SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIGPMRADIUSDETAILHUNTER I-20-06-SS-R 1.5TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID.451.531'4/7HUNTER I-40-06-SS-HS-R 08TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE.DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN.FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. WITHPURPLE COVER FOR RECLAIMED WATER ID.508.441'3/7SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILRAIN BIRD MDCFPCAPDRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSIONFITTING COUPLER. FOR NON-POTABLE WATER USE.19/7AREA TO RECEIVE DRIPLINERAIN BIRD XFCV-09-18XFCV ON-SURFACE LANDSCAPE DRIPLINE WITH AHEAVY-DUTY 3.5 PSI CHECK VALVE. 0.9 GPH EMITTERS AT18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. GREATFOR ELEVATION CHANGE. SPECIFY XF INSERT FITTINGS.5,613 L.F./SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILBOOSTER PUMP11.508FBPVDOYH NXPEHUVDOYH SL]HVDOYH FORZVDOYH CDOORXW###"IRRIGATION SCHEDULEQUANTITY -AS NEEDEDAREA TO REPLACE E. LATERALS &E. SPRAY HEADSQUANTITY -AS NEEDEDCODEDESCRIPTIONREPLACE ALL DRIP IRRIGATION EQUIPMENT ON ZONE 91INCLUDING RCV ASSEMBLY.REPAIR IRRIGATION EQUIPMENT DISTURBED BY TRENCHING(TYP.)REPAIR AND EXPAND EXISTING DRIP EQUIPMENT DISTURBEDBY TRENCHING ON REMOTE CONTORL ZONE 81IRRIGATION CONTROLLER: AFFIX "NON-POTABLE WATER - DONOT DRINK" IDENTIFICATION INSIDE AND OUTSIDE CONTROLERCABINET.EXISTING DRINKING FOUNTAINI-01I-02I-03I-04I-05IRRIGATION SCHEDULE1.NO WATER WELLS EXIST ON SITEGENERAL NOTESFM 1.5K08B D
08 080808 080808 15 1515 1513 13MMMMMMMMMM 1515KD 1.51.5 1.51.5 1.5 1.5 1.5 1.51.51.5 1.51.5 1.5 1.5 1.5 1.51.5 1.5 D
D
D D
08 07040407080808080808070405
08 08
08 08
A 1.5 1.5 1.51.5
1''G 1''G 1''G
1''G 1''G 1''G 1''G 1''G
1''G 1''G 1''G 1''G 1''G 1''G 1''G 1''G

E E E E E E E
E
E
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4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR
4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR SSSSSSSSSSSSSSSSSSWOE OE OE4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR4''IRR4''
IRR
4''IRR 4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR 4''IRR4''IRR 4''IRR 4''IRR 4''IRR 4''IRRWWW WWW WW
WWWG
GGGx x x x xxxx
xxxxxxxxxxxxxxxxxxxxxx x xxxxx x
x x x x
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxx SDSDSDSDSDSDSDSDB-1B-1B-1B-1SS R IM
=
125
.48SEALEDSS R
IM
=
125
.7336 IN
VCP
INVERT
=
111
.77SS R
IM
=
125
.7336 IN
VCP
INVERT
=
111
.83ABANDONED(BUR
IED
)SD GRATE
=
128
.63
INVERT
=
127
.
63 SD GRATE
=
123
.59
INVERT
=
123
.50SD GRATE = 122.42INVERT = 121.67SD GRATE = 122.30INVERT = 121.13SD GRATE = 122.46INVERT = 121.76SD GRATE = 120.88INVERT = 120.03SD GRATE = 120.49INVERT = 119.49SS R IM
=
125
.45
INVERT
=
124
.
45 SS R
IM
=
124
.40SS R
IM
=
124
.97SS R
IM
=
125
.06GGB-1B-1xxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x xxxxxxxxxxx x x xxxxxx xxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x xxxxx xxxxx x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x xxxx xxxxxxxxxxxxxxxxxxxxxx x xxxxx x
x x x x

SSSSSSSSSSSSEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBWMRIVES AVENUE

FENCE LOCATION PROVIDED BY CITY SNACKSHACK
BUILDING #3BUILDING #1BUILDING #2
PLAYGROUNDPLAYGROUNDPARKING LOTPARKING LOTTENNISTENNISBASKETBALLTENNISBPCHEROKEEDRIVEI-01I-03I-04I-05I-05I-05I-05I-02BPEX. 4" WATERSERVICE SEESHEET 11.DECOMPOSED GRANITEPROPOSED RECYCLED WATERIRRIGATION LINEBACKFLOW PREVENTERASSEMBLYCONCRETE TOREMOVE-AND-REPLACE:SEE REFERENCE NOTE 3CONCRETE TO REMOVE ANDREPLACE WITH PLANTINGSSEE REFERENCE NOTE 4EX. IRRIGATION LINEEX. IRRIGATION LINE TO BEABANDONEDEX. POTABLE WATEREX. DRINKING FOUNTAIN.PROTECT-IN-PLACELEGENDRECYCLED WATER IRRIGATION PLANDATER.C.E. NO. 5557402/05/25NORTH0IHHW801" = 40'40120

SYMBOLBOTANICAL / COMMON NAMESIZESHRUBSACHILLEA MILLEFOLIUM / COMMON YARROW1 GAL.ELAEAGNUS PUNGENS / THORNY ELAEAGNUS5 GAL.HEUCHERA MAXIMA 'SANTA ANA CARDINAL' / ISLAND ALUM ROOT1 GAL.LEYMUS CONDENSATUS 'CANYON PRINCE' / CANYON PRINCE GIANT WILD RYE1 GAL.SYMBOLBOTANICAL / COMMON NAMESIZESPACINGGROUND COVERSCYNODON X 'TIFTON 328' / TIFGREEN BERMUDAGRASSSODLOMANDRA LONGIFOLIA 'BREEZE' / BREEZE™ MAT RUSH1 GAL.36" o.c.PLANT SCHEDULENOTES:ALL PLANTING AREAS TO BE COMPLETELY COVERED WITH 3" THICK LAYER OF LARGE BARK MULCH.1''G 1''G 1''G 1''G 1''G 1''G 1''G 1''G
1''G 1''G 1''G 1''G 1''G 1''G 1''G 1''G

E E E E E E E
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4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR
4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR SSSSSSSSSSSSSSSSSSWOE OE OE4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR4''IRR 4''IRR 4''IRR 4''IRR4''IRR4''IRR4''
IRR
4''IRR 4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR4''IRR 4''IRR4''IRR 4''IRR 4''IRR 4''IRR 4''IRRWWW WWW WW
WWWG
GGGx x x x xxxx
xxxxxxxxxxxxxxxxxxxxxx x xxxxx x
x x x x
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxx SDSDSDSDSDSDSDSDB-1B-1B-1B-1SS R IM
=
125
.48SEALEDSS R
IM
=
125
.7336 IN
VCP
INVERT
=
111
.77SS R
IM
=
125
.
7336 IN
VCP
INVERT
=
111
.83ABANDONED(BUR
IED
)SD GRATE
=
128
.63
INVERT
=
127
.63SD GRATE
=
123
.59
INVERT
=
123
.50SD GRATE = 122.42INVERT = 121.67SD GRATE = 122.30INVERT = 121.13SD GRATE = 122.46INVERT = 121.76SD GRATE = 120.88INVERT = 120.03 SD GRATE = 120.49INVERT = 119.49SS R IM
=
125
.45
INVERT
=
124
.45SS R
IM
=
124
.40SS R
IM
=
124
.97SS R
IM
=
125
.06GGB-1B-1xxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x xxxxxxxxxxx x x xxxxxx xxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x xxxxx xxxxx x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x xxxx xxxxxxxxxxxxxxxxxxxxxx x xxxxx x
x x x x

SSSSSSSSSSSSEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBWMRIVES AVENUE

FENCE LOCATION PROVIDED BY CITY SNACKSHACK
BUILDING #3BUILDING #1BUILDING #2
PLAYGROUNDPLAYGROUNDPARKING LOTPARKING LOTTENNISTENNISBASKETBALLTENNISBPCHEROKEEDRIVEEX. 4" WATERSERVICE SEESHEET 11.DECOMPOSED GRANITEPROPOSED RECYCLED WATERIRRIGATION LINEBACKFLOW PREVENTERASSEMBLYCONCRETE TOREMOVE-AND-REPLACE:SEE REFERENCE NOTE 3CONCRETE TO REMOVE ANDREPLACE WITH PLANTINGSSEE REFERENCE NOTE 4EX. IRRIGATION LINEEX. IRRIGATION LINE TO BEABANDONEDEX. POTABLE WATEREX. DRINKING FOUNTAIN.PROTECT-IN-PLACELEGENDRECYCLED WATER PLANTING PLANDATER.C.E. NO. 5557402/05/25NORTH0IHHW801" = 40'40120

RECYCLED WATER PLANTING DETAILSDATER.C.E. NO. 5557402/05/25IRRIGATION TRENCHING1 1/2" = 1'-0"12NOTES:·SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPESIZE AND TYPE.·DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCH.40 PVC ELECTRICAL CONDUIT IF REQUIRED.·2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN SCH. 40 PVCELECTRICAL CONDUIT.·RW WARNING TAPE SHALL BE LOCATED TWELVE INCHES (12")ABOVE THE ENTIRE MAINLINE RUN.24" MIN.12"1'-0" IN PLANTING AREA34561'-6" IN PLANTING AREA3'0" UNDERNEATH PAVEMENTFINISHED GRADE1PAVEMENT2NON-PRESSURIZED LINE(LATERAL LINE)3RW WARNING TAPE - SEE DWG. NO.13-RW ON SHEET 12 FOR WARNINGSAND TRACER WIRE REQUIREMENTS.4PRESSURIZED LINE (MAINLINE)5DIRECT BURIAL LOW VOLTAGECONTROL WIRES61P2022-FP01-03-0817 MM EZ-ID CV DRIPLINE RISER ASSEMBLYNOT TO SCALE1PVC SUPPLY HEADER12PVC TEE SxSxT23LANDSCAPE PRODUCTS 17MM DRIPLINE MALE ADAPTER34LANDSCAPE PRODUCTS 17MM BLANK TUBING45LANDSCAPE PRODUCTS 17MM EZ-ID CV COLOR CODED DRIPLINE56LANDSCAPE PRODUCTS 17MM DRIPLINE INSERT TEE67LANDSCAPE PRODUCTS 17MM DRIPLINE INSTER COUPLING78LANDSCAPE PRODUCTS 17MM 2-WAY MALE ADAPTER810INLINE DRIP EMITTER911FINISH GRADE1012MULCH11912LANDSCAPE PRODUCTS 17MM DRIPLINE ELBOW2'-4"2P2022-FP01-03-05TURF SPRAY MARLEX ASSEMBLY3" = 1'-0"FINISHED GRADESCHEDULE 80 PVC NIPPLE,SET AT 45 DEGREE ANGLELATERAL LINE AND PVC TEETURF POP UP HEAD1/2" MARLEX STREET ELLS.12" MINIMUM BELOW GRADE CLEAR TO FENCE ORHARDSCAPE WHERE APPLICABLE3"EQUIPMENT AS SPECIFIED3P2022-FP01-03-04SHRUB PLANTING1" = 1'-0"1234578ROOT BALL + 2" 8" AT 1 GALLON
2X ROOT BALL12" AT 1 GALLONROOT BALL64" HIGH WATER WELL.1SET ROOT BALL CROWN 1" HIGHER THANSURROUNDING FINISHED GRADE.2SLOPE FINISHED GRADE AT BACKFILL AWAYFROM ROOTBALL.3MULCH TO 2" DEPTH AT WATER WELL.4FINISHED GRADE.5KEEP MULCH FREE FROM A 6" RADIUS ATTHE PLANT TRUNK.6BACKFILL WITH NATIVE SOILD WITHOUT ANYSOIL AMENDMENT.7NATIVE SOIL MIX FIRMLY COMPACTED.89P2022-FP01-02-09QUICK COUPLING VALVE IN BOX1 1/2" = 1'-0"10" DIAMETER PURPLE VALVE BOX.HEAD BRAND "QVC" ON LIDWITH 2" HIGH CHARACTERS.1" ABOVE GRADE AT SHRUBS.FLUSH TO GRADE AT TURF.FOUR COMMON BRICKS ASSUPPORT UNDER BOX.1/2" WIRE CLOTH GOPHERSCREEN, WRAP UP SIDES.60 LB. CONCRETE TORQUE BLOCK.10" DIAMETER VALVE BOX.1" QUICK COUPLER WITHPURPLE CAP.FINISHED GRADE.GALVANIZED RISER ANDELBOW, QC INLET SIZE.MAIN LINE.PVC MALE ADAPTER.2" CLR#4 REBAR STAKE (24" MIN)RECYCLED I.D. TAGSTAINLESS STEELSCREW CLAMP6P2022-FP01-03-07Single Lateral Maximum Run Length (Feet)InletPressure(psi)12" Spacing18" SpacingNominal Flow (gph)Nominal Flow (gph)0.40.61.00.40.61.01522017012528524017025326255195495370275354103302385724703354547436027064051537523456788NOTES:·DISTANCE BETWEEN LATERAL ROWS AND EMITTERSPACING TO BE BASED ON SOIL TYPE, PLANTMATERIALS AND CHANGES IN ELEVATION. DISTANCEBETWEEN LATERAL ROWS FOR BOTTOM 1/3 OFSLOPE TO BE SPACED GREATER THAN OPTIMALROW DISTANCE.·WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT ISRECOMMENDED THAT A NEW DRIPLINE ZONE BECREATED.·WHEN USING 17MM INSERT FITTINGS WITH DESIGNPRESSURE OVER 50PSI, IT IS RECOMMENDED THATSTAINLESS STEEL CLAMPS BE INSTALLED ON EACHFITTING.17MM EX-ID CV DRIPLINE LAYOUTNOT TO SCALE1PVC SUPPLY HEADER WITH FITTINGS2IRRIGATED LANDSCAPE AREA WITHSETBACK (+/-2"-4")3LANDSCAPE PRODUCTS 17MM EZ-IDCV COLOR CODED DRIPLINE417 MM INSERT FITTING (TYPICAL)5PVC FLUSH HEADER WITH FITTINGS6FLUSH POINT7AIR RELIEF VALVE (LOCATED AT HIGHPOINTS)81LANDSCAPE PRODUCTS VALVE WITHREMOTE CONTROL ZONE KITP2022-FP01-03-0310ELECTRIC REMOTE CONTROL VALVE1 1/2" = 1'-0"45 DOWN AS REQ.TO LATERAL PIPEDEPTH.2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX.10X15 RECTANGULAR VALVE BOXW/ PURPLE RECLAIMED COVER.REMOTE CONTROL VALVE, ONE PER BOX.PLASTIC I.D. TAG AT EACH VALVE.WATER PROOF WIRE CONNECTORSON 30" LOOPED WIRES.OUTLET PIPE SAME SIZE ASVALVE, 24"MIN. TO FIRSTFITTING.2" ABOVE FINISHGRADE AT SHRUBS.3/4" ABOVE FINISHGRADE AT LAWN.6" THICK LAYEROF PEA GRAVEL.MAIN LINE.SCHEDULE 80 RISER.CONCRETE BRICK SUPPORT,TWO ON EACH SIDE.INCREASE LATERALLINE AS PER IRRIGATIONPLAN.12" BELOW GRADE 4" CLR
2"-4"2"CLR5P2022-FP01-03-0917MM EZ-ID DRIPLINE AIR RELIEF VALVENOT TO SCALE12345678NOTES:1.AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINTS ON THE DRIPLINE.7LANDSCAPE PRODUCTS 17MM EZ-10 CV COLOR CODED DRIPLINE1LANDSCAPE PRODUCTS 17MM DRIPLINE TEE ADAPTER23/4" x 1/2" REDUCER BUSHING3LANDSCAPE PRODUCTS 12001240 1/2" AIR RELIEF VALVE4LANDSCAPE PRODUCTS 12001690 6" x 9" ROUND EMITTER BOX, PURPLE RECLAIMED COVER5FINISH GRADE6BRICK FOR SUPPORT73" MINIMUM DEPTH OF 3/4" WASHED GRAVEL87P2022-FP01-03-06DRIP ZONE KIT IN VALVE BOXNOT TO SCALE1FINISH GRADE12LANDSCAPE PRODUCTS JUMBO VALVE BOXWITH PURPLE RECLAIMED COVER23VALVE ID TAG3430-INCH LENGTH OF COILED WIRE45LANDSCAPE PRODUCTS DRIP KIT(INCLUDES VALVE, FILTER & PRESSUREREGULATOR)56PVC SUPPLY HEADER TO DRIPLINE67PVC SCH 80 FEMALE ADAPTER OR REDUCER78PVC SCH 80 ELL89PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)910PVC SCH 80 TEE OR ELL101112PVC MAINLINE113" MINIMUM DEPTH OF 3/4" WASHED GRAVEL1213PVC SCH 80 STREET ELL1314MANUAL FLUSH POINT148P2022-FP01-03-10