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 24, 2024
SUBJECT: APPROVAL OF PLANS, SPECIFICATIONS, AND SOLICITATION FOR
CONSTRUCTION BIDS FOR THE WOODRUFF AVENUE STREET
IMPROVEMENT PROJECT, PHASE 2, CAPITAL IMPROVEMENT
PROJECT (CIP) NO. 14-14B
EXECUTIVE SUMMARY
The City Council will consider approving plans and specifications and authorizing the solicitation of construction bids for the Woodruff Avenue Street Improvement Project, Phase 2, Capital Improvement Program (CIP) No. 14-14B.
RECOMMENDATION
That the City Council:
Approve plans and specifications and authorize solicitation for construction bids for the Woodruff Avenue Street Improvement Project, Phase 2, CIP No. 14-14 B.
BACKGROUND
The City’s Pavement Management Program (PMP) is the primary tool to prioritize street pavement rehabilitation projects throughout the City. The PMP evaluates, ranks, and prioritizes each City street segment based on surface conditions (cracking, surface failures, etc.), pavement structural strength, and other field observations. The PMP systematically prioritizes areas for pavement rehabilitation through a 10-year work plan in which the City was divided into ten areas, as shown in Attachment A.
The arterial and residential street segments in each area identified as priorities for improvements are either in a state of minor deterioration and can be inexpensively repaired with minor maintenance methods such as slurry seal, cape seal, or overlay while, other arterial and residential street segments identified have deteriorated to a state of disrepair beyond what ordinarily could be handled through routine street maintenance practices and, therefore, must be reconstructed. Ultimately, the pavement rehabilitation on these street segments will raise the condition of the pavement to an acceptable standard and will extend the infrastructure's life by 20 years.
PLANS, SPECIFICATIONS, AND SOLICITATION FOR CONSTRUCTION BIDS FOR THE WOODRUFF AVENUE STREET IMPROVEMENT PROJECT, PHASE 2
CAPITAL IMPROVEMENT PROJECT (CIP) NO. 14-14B
SEPTEMBER 24, 2024
PAGE 2
At its July 25, 2023 meeting, the City Council approved moving forward on a beautification plan along Woodruff Avenue. The plan focuses on paving and landscaping improvements along the approximately 1.5-mile stretch of Woodruff Avenue between Foster Road, to the south, and Firestone Boulevard, to the north; enforcement of oversized vehicles that park on Woodruff Avenue; and a variety of code enforcement issues. At the March 26, 2024 City Council meeting, City staff presented an update regarding the Beautification Plan to the City Council, and at the August 17, 2024 meeting, the City Council approved a contract agreement with the R.J. Noble Company for the construction of the Woodruff Avenue Pavement Rehabilitation Project, Phase 1.
ANALYSIS
The Woodruff Avenue project will rehabilitate Woodruff Avenue from Firestone Boulevard to Foster Road. However, the northern half of the project, encroaches into Union Pacific Railroad (UPRR) right of way and, therefore, is subject to additional plan checking and permitting with UPRR prior to construction. In addition, if the City were to use the programmed Federal Grant Funds on construction work within UPRR right of way, it would trigger a complex authorization process that could add as much as one year to the project timeline. To avoid delaying the entire project for a small section of work needing additional permitting, the project was divided into two segments: Woodruff Avenue between Firestone Boulevard and Washburn Road, Phase 1 (CIP14-14A) and Woodruff Avenue between Washburn Road and Foster Road, Phase 2 (CIP 14-14B). Federal Grant Funds will only be used within the Phase 2 portion (CIP 14-14B).
Phase 1 (CIP 14-14A) involves rehabilitating existing pavement only and installing fiber- optic communications conduits and cables between Firestone Boulevard and Stewart & Gray Road. The construction contract was awarded for this project in August, and construction is estimated to begin in October and complete by January 2025.
The plans (Attachment B) and specifications for the Phase 2 (CIP 14-14B) of the Project are complete, and the project is now ready for solicitation of bids, and the authorization to proceed has been received from Caltrans, the administrator of the federal funds. The scope of work includes the construction of raised center median islands with landscaping, irrigation, and the installation of a city monument sign between Imperial Highway and Foster Road, the replacement of the hardscape material within the frontage road islands on the west side of Woodruff Avenue with landscaping and irrigation, the repair of existing concrete sidewalks, curb and gutter, driveway approaches and ADA compliant curb access ramps; replacement of striping and pavement markings (with bike lanes), and pavement rehabilitation and reconstruction.
Construction is anticipated to begin in December 2024 and will be completed in April 2025. This project is categorically exempt from the California Environmental Quality Act (CEQA) provisions under Section 15301(c), Existing Facilities.
PLANS, SPECIFICATIONS, AND SOLICITATION FOR CONSTRUCTION BIDS FOR THE WOODRUFF AVENUE STREET IMPROVEMENT PROJECT, PHASE 2
CAPITAL IMPROVEMENT PROJECT (CIP) NO. 14-14B
SEPTEMBER 24, 2024
PAGE 3
CITY COUNCIL PRIORITIES
Quality of Life, Safety, & Infrastructure
FISCAL IMPACT
The total estimated cost of this project is $5,815,400, which is broken down as follows:
Description Amount
Design $174,000
Construction Contract $4,674,000
Construction Contract Contingencies (10%) $467,400 Construction Inspection $300,000
Soils and Materials Testing $100,000
Construction Engineering and Contract
Administration $100,000
Total Estimated Project Cost: $5,815,400
There are sufficient fund balances for both phases in the approved Fiscal Year 2024- 2025 CIP Budget, as shown in the following table:
Account No. Funding Source Amount
26-1-6711 Federal STPL Grant $350,930
54-1-6711 Proposition C Local Return $1,146,165
26-1-6765 Metro Proposition C Grant $138,726
56-1-6765 Measure R Local Return $34,681
56-1-6711 Measure R Local Return (Fund Transfer) $4,144,898 Total Project Funding: $5,815,400
A detailed project cost summary will be provided at the time of the award of the construction contract.
ATTACHMENTS
Attachment A – Project Location Map
Attachment B – Plans
ATTACHMENT A
Underground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESEXISTING PAVEMENT SECTION TABLECONSTRUCTION NOTES CONT.
WOODRUFF AVENUEWOODRUFF AVENUEWOODRUFF AVENUEWOODRUFF AVENUEWOODRUFF AVENUEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESAVEMENT LEGEND
Underground Service AlertONSTRUCTION NOTES1MANHOLE ADJUSTMENT DETAILPAVEOUT ADJACENT TO NEW PCC IMPROVEMENT2PAVEMENT LEGEND3DRIVEWAY AND ALLEY INTERSECTION SECTION4RAMP DETAILORPRIVATE PROPERTY PAVEMENT REPAIR DETAILS5TYPICAL PAVEOUT DETAIL6
Underground Service AlertONSTRUCTION NOTESPAVEMENT LEGENDCURB WITHIN PCC SPANDREL78MEDIAN NOSE DETAILSECTION A-AAAPLAN VIEW10IRRIGATION SLEEVE AND ELECTRICAL CONDUIT TRENCH DETAIL9INTERSECTION PAVING DETAIL11COLORED CONCRETE MEDIAN PAVEMENT DETAIL
13230-13260WOODRUFF AVE.13222WOODRUFF AVE.13216WOODRUFFAVE.13210WOODRUFFAVE.13202WOODRUFFAVE.13126WOODRUFFAVE.13255WOODRUFF AVE.13235WOODRUFF AVE.13217WOODRUFF AVE.10054BELCHER ST.13205WOODRUFFAVE.13129WOODRUFFAVE.13125WOODRUFFAVE.13119WOODRUFFAVE.13120WOODRUFFAVE.LINE TABLECURVE TABLEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESNWOODRUFF AVENUEFOSTER ROADAVEMENT LEGENDMATCHLINE STA 181+50.00 SEE SHEET 7
MATCHLINE STA 181+50.00 - SEE SHEET 7177+00179+00180+00E'LY TC 9395 E'LY TC95 W'LY TC95 W'LY EPW'LY TC 93W'LY EP 93178+00176+00979397939793959195919591BELCHER STREET175+00174+00181+00E'LY EP 9395 E'LY EP97939591
13114WOODRUFFAVE.13108WOODRUFFAVE.13102WOODRUFFAVE.13030WOODRUFFAVE.13024WOODRUFFAVE.13018WOODRUFFAVE.13012WOODRUFFAVE.13006WOODRUFFAVE.WOODRUFF13113WOODRUFFAVE.13109WOODRUFFAVE.13103WOODRUFFAVE.13029WOODRUFFAVE.13025WOODRUFFAVE.13019WOODRUFFAVE.10025ANGELL ST.12825WOODRUFFAVE.12819
WOODRUFF
AVE.12820WOODRUFFAVE.LINE TABLECURVE TABLEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESNWOODRUFF AVENUEANGELL STREETMATCHLINE STA 191+50.00 SEE SHEET 8
MATCHLINE STA 191+50.00 - SEE SHEET 8185+00187+00188+00E'LY TC 9397 E'LY TC95 W'LY TC95 W'LY EPW'LY TC 93W'LY EP 93186+00184+00979397939995959195919591SEE SHEET 6MATCHLINE STA 181+50.00 MATCHLINE STA 181+50.00 - SEE SHEET 6183+00182+00CENTURY FREEWAY I-105189+00190+00191+00ADOREE STREETE'LY EP 94969295 E'LY EP9793AVEMENT LEGEND
12609WOODRUFFAVE.12615WOODRUFFAVE.12619WOODRUFFAVE.12625WOODRUFFAVE.9906IMERIALHIGHWAY9851IMPERIALHIGHWAY12815WOODRUFFAVE.12809WOODRUFFAVE.12803WOODRUFFAVE.12665WOODRUFFAVE.12659WOODRUFFAVE.12655WOODRUFFAVE.12649WOODRUFFAVE.12645WOODRUFFAVE.12639WOODRUFFAVE.12635WOODRUFFAVE.12808WOODRUFFAVE.12808WOODRUFFAVE.12629WOODRUFFAVE.CURVE TABLELINE TABLEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESNWOODRUFF AVENUEMATCHLINE STA 11+50.00 SEE SHEET 9
MATCHLINE STA 11+50.00 - SEE SHEET 9193+00195+00196+00E'LY TC 9597 E'LY EP97 C/L FS97 W'LY EPW'LY TC 95W'LY EP 95194+00192+00999599959995979397939793SEE SHEET 7MATCHLINE STA 191+50.00 MATCHLINE STA 191+50.00 - SEE SHEET 7 198+00197+00IMPERIAL HIGHWAY200+00=10+0011+00199+00E'LY EP 9697 E'LY EP99959894AVEMENT LEGEND
12332WOODRUFF AVE.12441WOODRUFFAVENUE12431WOODRUFFAVENUE12415WOODRUFFAVENUE12405WOODRUFFAVENUE9856 EVEREST ST.12355WOODRUFFAVENUE12401WOODRUFFAVENUE12333WOODRUFFAVENUE12327WOODRUFFAVENUE12311-12323WOODRUFFAVENUE12421WOODRUFFAVENUE12332WOODRUFF AVE.Underground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESNWOODRUFF AVENUEEVEREST STREETAVEMENT LEGENDMATCHLINE STA 21+50.00 SEE SHEET 10
MATCHLINE STA 21+50.00 - SEE SHEET 1013+0014+00E'LY EP 98100 E'LY EP100 C/L FS100 W'LY EPC/L FS 98W'LY EP 9812+00102981029810298100961009610096SEE SHEET 8MATCHLINE STA 11+50.00 MATCHLINE STA 11+50.00 - SEE SHEET 8 16+0017+0015+0019+0020+0018+0021+00
12301-12311WOODRUFFAVENUE12265WOODRUFFAVENUE12245WOODRUFFAVENUE12211-12229WOODRUFFAVENUE12207WOODRUFFAVENUE12200WOODRUFFAVENUE12222WOODRUFFAVENUE12238WOODRUFFAVENUE12252WOODRUFFAVENUE12256WOODRUFFAVENUE12310WOODRUFFAVENUE12152WOODRUFFAVENUE12252WOODRUFFAVENUE 12311-12323WOODRUFFAVENUE 12145WOODRUFFAVENUEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESNWOODRUFF AVENUEAVEMENT LEGENDMATCHLINE STA 31+50.00 SEE SHEET 11
MATCHLINE STA 31+50.00 - SEE SHEET 1129+0022+0023+00100 E'LY EP102 C/L FS100 W'LY EP30+0028+00102981041001029825+0027+0026+00C/L FS 100102921029810298MATCHLINE STA 21+50.00 - SEE SHEET 9E'LY EP 100W'LY EP 100SEE SHEET 9MATCHLINE STA 21+50.00 24+0031+00
12121WOODRUFFAVENUE12101WOODRUFFAVENUE12049WOODRUFFAVENUE12050WOODRUFFAVENUE12112WOODRUFFAVENUE12122WOODRUFFAVENUE12130WOODRUFFAVENUE12134WOODRUFFAVENUE12145WOODRUFFAVENUEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESWOODRUFF AVENUENAVEMENT LEGEND32+0033+00102 E'LY EP102 C/L FS102 W'LY EP10410010410010410035+0037+0036+00C/L FS 1021041001029810298MATCHLINE STA 31+50.00 - SEE SHEET 10E'LY EP 100W'LY EP 100SEE SHEET 10MATCHLINE STA 31+50.00 34+00WASHBURN ROAD
13230-13260WOODRUFF AVE.13222WOODRUFF AVE.13216WOODRUFFAVE.13210WOODRUFFAVE.13202WOODRUFFAVE.13126WOODRUFFAVE.13255WOODRUFF AVE.13235WOODRUFF AVE.13217WOODRUFFAVE.10054BELCHER ST.13205WOODRUFFAVE.13129WOODRUFFAVE.13125WOODRUFFAVE.13119WOODRUFFAVE.13120WOODRUFFAVE.13114WOODRUFFAVE.13108WOODRUFFAVE.13102WOODRUFFAVE.13030WOODRUFFAVE.13024WOODRUFFAVE.13018WOODRUFFAVE.13012WOODRUFFAVE.13006WOODRUFFAVE.13113WOODRUFFAVE.13109WOODRUFFAVE.13103WOODRUFFAVE.13029WOODRUFFAVE.13025WOODRUFFAVE.13019WOODRUFFAVE.10025ANGELL ST.12825WOODRUFFAVE.12819WOOD. AVE.12820WOODRUFFAVE.Underground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESNWOODRUFF AVENUEFOSTER ROADMATCHLINE STA 181+50.00 SEE LEFT BELOW BELCHER STREETWOODRUFF AVENUEANGELL STREETMATCHLINE STA 191+50.00 SEE SHEET 13
SEE RIGHT ABOVEMATCHLINE STA 181+50.00
CENTURY FREEWAY I-105ADOREE STREETAVEMENT LEGEND
12609WOODRUFFAVE.12615WOODRUFFAVE.12619WOODRUFFAVE.12625WOODRUFFAVE.9906IMERIALHIGHWAY9851IMPERIALHIGHWAY12815WOODRUFFAVE.12809WOODRUFFAVE.12803WOODRUFFAVE.12665WOODRUFFAVE.12659WOODRUFFAVE.12655WOODRUFFAVE.12649WOODRUFFAVE.12645WOODRUFFAVE.12639WOODRUFFAVE.12635WOODRUFFAVE.12808WOODRUFFAVE.12629WOODRUFFAVE.12332WOODRUFF AVE.12441WOODRUFFAVENUE12431WOODRUFFAVENUE12415WOODRUFFAVENUE12405WOODRUFFAVENUE9856 EVEREST ST.12355WOODRUFFAVENUE12401WOODRUFFAVENUE12333WOODRUFFAVENUE12327WOODRUFFAVENUE12311-12323WOODRUFFAVENUE12421WOODRUFFAVENUE12332WOODRUFF AVE.Underground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESNWOODRUFF AVENUEMATCHLINE STA 11+50.00
SEE LEFT BELOW
SEE SHEET 12MATCHLINE STA 191+50.00
IMPERIAL HIGHWAYWOODRUFF AVENUEEVEREST STREETSEE RIGHT ABOVEMATCHLINE STA 11+50.00 MATCHLINE STA 21+50.00
SEE SHEET 14
AVEMENT LEGEND
12301-12311WOODRUFFAVENUE12265WOODRUFFAVENUE12245WOODRUFFAVENUE12211-12229WOODRUFFAVENUE12207WOODRUFFAVENUE12200WOODRUFFAVENUE12222WOODRUFFAVENUE12238WOODRUFFAVENUE12252WOODRUFFAVENUE12256WOODRUFFAVENUE12310WOODRUFFAVENUE12152WOODRUFFAVENUE12311-12323WOODRUFFAVENUE 12145WOODRUFFAVENUE12121WOODRUFFAVENUE12101WOODRUFFAVENUE12049WOODRUFFAVENUE12050WOODRUFFAVENUE12112WOODRUFFAVENUE12122WOODRUFFAVENUE12130WOODRUFFAVENUE12134WOODRUFFAVENUE12112WOODRUFFAVENUE12145WOODRUFFAVENUEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESTILITY COMPANY NOTESNWOODRUFF AVENUEMATCHLINE STA 31+50.00
SEE LEFT BELOW
SEE SHEET 13MATCHLINE STA 21+50.00
WOODRUFF AVENUEWASHBURN ROADSEE RIGHT ABOVEMATCHLINE STA 31+50.00
AVEMENT LEGEND
LINE DATACURVE DATAABSECTION BSECTION AIMPERIAL HIGHWAYWOODRUFF AVENUE IMPERIAL HIGHWAYWOODRUFF AVENUEUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESN
WOODRUFF AVENUEIMPERIAL HIGHWAY LINE DATAASECTION AWOODRUFF AVENUEFRONTAGE ROADUnderground Service AlertONSTRUCTION NOTESISPOSITION NOTESN
Underground Service AlertONSTRUCTION NOTESISPOSITION NOTESNWOODRUFF AVENUEFOSTER ROADBELCHER STREETWOODRUFF AVENUEIMPERIAL HIGHWAYN
Underground Service AlertNWOODRUFF AVENUEFOSTER ROADBELCHER STREETWOODRUFF AVENUEANGELL STREETCENTURY FREEWAY I-105ADOREE STREETNMATCHLINE STA 181+50.00 SEE BELOW LEFTMATCHLINE STA 191+50.00
SEE SHEET 19
SEE ABOVE RIGHTMATCHLINE STA 181+50.00
ALLEYSIGNING AND STRIPING GENERAL NOTES:LEGEND:SEE SHEET 19 FORCUSTOM SIGN DETAILINGONSTRUCTION NOTESCONTRACTOR SHALL ADJUSTVIDEO DETECTION ZONES PERNEW LANE CONFIGURATIONS
Underground Service AlertNWOODRUFF AVENUEIMPERIAL HIGHWAYSEE SHEET 18MATCHLINE STA 191+50.00SIGNING AND STRIPING GENERAL NOTES:ONSTRUCTION NOTESONE WAYONE WAYDETAIL "B"DETAIL "C"DETAIL "D"DETAIL "E"DETAIL "F"DETAIL "G"DETAIL "A"SEE SIGNING AND STRIPING PLANS(BY OTHERS) ON SHEETS 19-21FOR STRIPING IMPROVEMENTSFROM IMPERIAL HIGHWAYTO WASHBURN ROADLEGEND:CONTRACTOR SHALL ADJUSTVIDEO DETECTION ZONES PERNEW LANE CONFIGURATIONS
NNMATCHLINE STA 207+30.93SEE BELOW LEFTMATCHLINE STA 217+30.12SEE SHEET 21SEE ABOVE RIGHTMATCHLINE STA 207+30.93SIGNING AND STRIPING GENERAL NOTES:
LEGEND:
CONTRACTOR SHALL ADJUST
VIDEO DETECTION ZONES PER
NEW LANE CONFIGURATIONS
SEE SIGNING AND STRIPING PLANS
(BY STANTEC) ON SHEETS 18-19
FOR STRIPING IMPROVEMENTS
FROM FOSTER ROAD
TO IMPERIAL HIGHWAY
CONSTRUCTION NOTES
WOODRUFF AVENUE
EVEREST STREET
WOODRUFF AVENUE
IMPERIAL HIGHWAY
Monterey Park, California 91754
1100 Corporate Center Drive, Suite 201
Tel: (323) 260-4703 Fax: (323) 260-4705
A LOCHNER COMPANY
8QGHUJURXQG6HUYLFH$OHUW
5,*+7/$N(
785N5,*+7
0867
(;&(37
SIGN LEGEND
%,.(/$N(
NSIGNING AND STRIPING GENERAL NOTES:
DETAIL "A"
LEGEND:
CONTRACTOR SHALL ADJUST
VIDEO DETECTION ZONES PER
NEW LANE CONFIGURATIONSSEE SHEET 20MATCHLINE STA 217+30.12DETAIL "H"
WOODRUFF AVENUE
WASHBURN ROAD
CONSTRUCTION NOTES
Monterey Park, California 91754
1100 Corporate Center Drive, Suite 201
Tel: (323) 260-4703 Fax: (323) 260-4705
A LOCHNER COMPANY
8QGHUJURXQG6HUYLFH$OHUW
SEGMENT 1 SIGNING AND
STRIPING IMPROVEMENTS FOR
WOODRUFF AVENUE, WASHBURN
ROAD TO FIRESTONE BOULEVARD
ON SHEET 7-8, DWG NO. 3-49-05.
5,*+7/$N(
785N5,*+7
0867
(;&(37
SIGN LEGEND
%,.(/$N(
PAVING - SEE CIVIL PLANS
PAVING - SEE CIVIL PLANS
WOODRUFF AVENUE
FOSTER ROAD BELCHER STREET
A628.7
112"
DI DI
03-02 03-01 03-02 03-01 03-02
03-01
2"
3 4"
2"
BELCHER STREET
C1
M1
E
FSAPR
A1 25.6
112"
A28
112"
A335.3
112"
A4 28.6
112"
A55
112"
DI
03-01
03-02 03-01 03-02 03-01 03-02 03-0203-01
03-01
03-01 03-02 03-01 03-02
03-01 03-02
DI
03-01
03-02
03-01
03-02
03-01
03-01
03-01
2"
2"
DI DI
DI
DI
2"34"34"
1"2"2"
1"2"
3 4"3 4"
Underground Service Alert
EXP. 10-31-25ER
AT
SGREISTE
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AHCETCI
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No. 4053 N23 MATCHLINE SEE BELOW LEFTMATCHLINE SEE SHEET 24MATCHLINE SEE ABOVE RIGHT
WOODRUFF AVENUE
ANGELL STREET CENTURY FREEWAY I-105 ADOREE STREET
03-01
03-01
DI
WOODRUFF AVENUE
DIDI
03-01 03-0103-0103-0103-02 03-01 03-02 03-02 03-0203-04 114"
34"
B216
112"
B316.0
112"
Underground Service Alert
EXP. 10-31-25ER
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No. 4053 N24 MATCHLINE SEE BELOW LEFTMATCHLINE SEE SHEET 23MATCHLINE SEE SHEET 25MATCHLINE SEE ABOVE RIGHT
PAVING - SEE CIVIL PLANS
WOODRUFF AVENUE
IMPERIAL HIGHWAY
M2
PRA FS
E
C2
DI
03-0103-02
112"
114"
112"112"
3 4"
112"112"
B1 21.4
112"
Underground Service Alert
EXP. 10-31-25ER
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No. 4053 N25 END OF LANDSCAPE IMPROVEMENTSMATCHLINE SEE SHEET 25
NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC HEAD ELEV VALVE ELEV PRECIP
VALVE SCHEDULE
NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC HEAD ELEV VALVE ELEV PRECIP
VALVE SCHEDULE
CRITICAL ANALYSIS CRITICAL ANALYSIS
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY GPM DETAIL
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
A
C1
C2
FS
E
PR
M1
M2
##
#"
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
DI
IRRIGATION SCHEDULE
CODE DESCRIPTION QTY DETAIL
03 IRRIGATION ELEMENTS SCHEDULE
Underground Service Alert
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26 Underground Service Alert
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27 THRUST BLOCK
NTSSCALE:
NOTES:
1.ALL THRUST BLOCKS AND MAIN LINES SHALL BE INSTALLED, SIZED AND TESTED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
2.ALL PRESSURE LINES 2" AND GREATER SHALL BE INSTALLED USING THRUST BLOCKS AS SHOWN.
3.AT THE CONTRACTOR'S OPTION, OTHER MECHANICAL JOINT RESTRAINT SYSTEMS MAY BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.
6 EQUIPMENT I.D. TAGS
NTSSCALE:
NOTE:
TAGS SHALL BE PURPLE IN COLOR FOR RECYCLED WATER AND YELLOW IN COLOR FOR POTABLE WATER.
3 POINT OF CONNECTION PROTECTION ASSEMBLY
NTSSCALE:
12" X 18" RECTANGULAR IRRIGATION VALVE BOX
WITH BLACK LID. HEAT BRAND "AR/PR" ON VALVE
BOX LID IN 2" HIGH CHARACTERS
3/4" WATTS 530C CALIBRATED PRESSURE RELIEF
VALVE
PRESSURE AIR RELEASE VALVE - SEE PLAN
3/4" PVC STREET ELL
PVC TxT SCHEDULE 80 COUPLING. SAME SIZE AS
EQUIPMENT INLET SIZE
PVC SCHEDULE 80 NIPPLE. SAME SIZE AS
EQUIPMENT INLET SIZE. LENGTH AS REQUIRED
3/4" CRUSHED ROCK - 12" DEEP
PVC MAINLINE TO IRRIGATION POINT OF
CONNECTION ASSEMBLY
LINE SIZE PVC MAINLINE FITTING WITH 3/4" FIPT
OUTLET
PVC MAINLINE PIPE. SEE DRAWINGS FOR SIZE AND
TYPE
LINE SIZE PVC MAINLINE FITTING WITH 1" FIPT
OUTLET
PVC MAINLINE FROM IRRIGATION
WATER METER
COMMON BRICK (4 REQUIRED)
FINISHED GRADE; SET TOP AT 2" ABOVE FINISHED
GRADE IN PLANTED AREAS, 1" ABOVE IN LAWN
AREAS.
EQUIPMENT I.D. TAG. SEE DETAIL 3
ID1
5 FLOW SENSOR / MASTER VALVE LAYOUT
NTSSCALE:
NO PIPE RESTRICTIONS, FITTINGS,
COUPLINGS OR OTHER SPLICES TO
OCCUR IN THE PIPE RUNS OF
LENGTHS GIVEN
NOTE:
ALL VALVE BOXES USED IN CONJUNCTION WITH
IRRIGATION SYSTEMS CARRYING RECYCLED WATER
SHALL BE PURPLE IN COLOR, SHALL INCLUDE THE
WORDS "RECYCLED WATER - DO NOT DRINK" AND SHALL
HAVE THE INTERNATIONAL SYMBOL CONVEYING THE
SAME WARNING.
FLOW SENSOR, SEE IRRIGATION
SCHEDULE
RECTANGULAR VALVE BOX W/BLACK
BOLT DOWN COVER. HEAT BRAND VALVE
"FS" ON LID IN 2" HIGH CHARACTERS
CONDUIT BACK TO DECODER AT
CONTROLLER
MASTER VALVE, SEE PLAN FOR SIZE
PVC MAINLINE FROM IRRIGATION WATER
METER
FINISHED GRADE; SET TOP AT 2" ABOVE
FINISHED GRADE IN PLANTED AREAS, 1"
ABOVE IN LAWN AREAS.
3/4" CRUSHED ROCK 6" MIN. DEEP
PVC MAINLINE TO IRRIGATION POINT
OF PROTECTION ASSEMBLY (IF
SPECIFIED)
EQUIPMENT I.D. TAG 3
ID1
7 P.O.C. EQUIPMENT SCHEMATIC
NTSSCALE:
V FBM
BRASS MASTER CONTROL VALVE, REFER
TO DETAIL
FLOW SENSOR, REFER TO DETAIL
EXISTING DOMESTIC WATER METER WITH
SERVICE LINE, REFER TO CIVIL
ENGINEERS PLANS
BACKFLOW PREVENTER, SEE
SCHEDULE
ISOLATION VALVE, REFER TO DETAIL
REMOTE CONTROL VALVE, REFER TO
DETAIL
MAINLINES, REFER TO PLAN
LATERAL LINES, REFER TO PLAN
3 7
ID1
3 ID1
6 ID2
3 ID1
2 ID1
BACKFLOW PREVENTER (2" & SMALLER) ON PAVEMENT
NTSSCALE:
BRASS 90 DEGREE ELL (TYPICAL)
BRASS NIPPLE-4" MIN. LENGTH (TYPICAL)
BRASS WYE STRAINER - IF SPECIFIED, W/60 MESH
STAINLESS STEEL SCREEN
BRASS PLUG
BRASS UNION
FINISH GRADE
BRASS NIPPLE (TYPICAL)
FROM POINT OF CONNECTION. ADAPT AS
REQUIRED.
PVC SxS COUPLING (TYPICAL)
SCHEDULE 80 TOE NIPPLE (TYPICAL)
2 @ 12" x 12" x 12" CONCRETE THRUST
BLOCK
PVC MAINLINE
CONCRETE PAVEMENT - 4" THICK. EXTEND 4"
BEYOND OUTSIDE DIAMETER OF EACH RISER PIPE
OR ENCLOSURE (IF SPECIFIED). FINISH TO MATCH
ADJACENT IF ADJACENT TO EXISTING PAVEMENT.
PRESSURE REGULATOR - IF SPECIFIED TO BE
ATTACHED TO THE BACKFLOW PREVENTER
COMPONENTS.
BACKFLOW ENCLOSURE IF SPECIFIED.
BRASS COUPLING SET FLUSH W/CONCRETE
(TYPICAL)
4 ID1
2 BACKFLOW ENCLOSURE
NTSSCALE:
"STRONG BOX" SMOOTH TOUCH VANDAL
RESISTANT STAINLESS STEEL BACKFLOW
PREVENTER ASSEMBLY ENCLOSURE. MODEL
PER PLAN OR SCHEDULE. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
BACKFLOW PREVENTER
ANCHOR ROD (TYPICAL)
POURED CONCRETE BASE- 4" MIN.
THICKNESS - EXTEND 4" BEYOND OUTSIDE
DIMENSIONS OF ENCLOSURE.
FINISH GRADE
9 ID2
2 ID1
4 MASTER CONTROL VALVE - TWO UNIONS
NTSSCALE:
PLASTIC RECTANGULAR VALVE BOX WITH BOLT
DOWN COVER, USE STAINLESS BOLT, NUT, AND
WASHER BOX TO BE PLACED AT RIGHT ANGLE
TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO
LID IN 2" HIGH LETTERS.
FINISH GRADE
MASTER CONTROL VALVE
24" WIRE LOOPS WITH WATERPROOF WIRE
CONNECTORS
EQUIPMENT I.D. TAG
PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED
PVC MAINLINE TO FLOW SENSOR, PIPE PER
SPECS
BRICK SUPPORTS (4 TOTAL)
(2) SCH. 80 PVC UNION (BOTH SIDES)
BRASS NIPPLE TYP.
3/4" CRUSHED GRAVEL, 2 CUBIC FEET
LANDSCAPE FABRIC TO COVER BOTTOM AND
ALL SIDES OF VALVE BOX
PVC MAINLINE PIPE FROM BASKET STRAINER
PER SPECS
8 8
ID1
QUICK COUPLING VALVE - IN BOX
NTSSCALE:
SECTION
PLAN
NOTES:
1.ALL VALVE BOXES USED IN CONJUNCTION WITH IRRIGATION SYSTEMS CARRYING RECYCLED WATER AREA SHALL BE PURPLE IN COLOR, SHALL INCLUDE THE WORDS "RECYCLED WATER - DO NOT DRINK" AND SHALL HAVE THE INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING.
2.DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS.
10" ROUND VALVE BOX WITH BLACK BOLT-
DOWN COVER - HEAT BRAND "QCV" ON
VALVE BOX COVER IN 2" HIGH LETTERS.
FINISHED GRADE; SET TOP AT 2" ABOVE
FINISHED GRADE IN PLANTED AREAS, 1"
ABOVE IN TURF AREAS
3/4" CRUSHED ROCK - 6" MIN. DEPTH.
BRASS NIPPLE - LENGTH AS REQUIRED
BRASS 90 DEGREE ELL
MAINLINE PIPING
MAINLINE FITTING
BRASS 90 DEGREE STREET ELL
BRASS NIPPLE - 6" LONG
QUICK COUPLING VALVE
WALK OR CURB
PVC SxT SCHEDULE 40 90° ELBOW
NO.4 REBAR- LENGTH AS REQUIRED.
SECURE W/ (2) STAINLESS STEEL HOSE
CLAMPS
EQUIPMENT I.D. TAG 3
ID1
1 NOTE:
Underground Service Alert
EXP. 10-31-25ER
AT
SGREISTE
ICOFALET OF R NAICDNASDL EPA
AHCETCI
TR
A. Stevens Cook II
No. 4053
28 POTABLE OR RECYCLED WATER
REMOTE CONTROL VALVE IN PLASTIC BOX
NTSSCALE:
EQUIPMENT I.D. TAG & RECYCLED WATER TAG (IF
USING RECYCLED WATER - ENGLISH & SPANISH)
RECTANGULAR 19"x25" VALVE BOX WITH BOLT-DOWN
COVER - PURPLE IN COLOR WITH "RECYCLE WATER"
INTEGRAL LETTERING IF USING RECYCLED WATER,
GREEN IN COLOR IF USING POTABLE WATER - HEAT
BRAND VALVE & CONTROLLER ASSIGNMENT IN 2" TALL
CHARACTERS ON COVER.
REMOTE CONTROL VALVE SEE IRRIGATION SCHEDULE
FOR TYPE & SIZE
(2) PVC ST ELBOW (TYP.)
18'' SERVICE COIL WITH PENTITE, SPEARS, DBY OR
EQUAL WIRE CONNECTORS.
(4) PVC SCH. 80 NIPPLE (TYP.)
(2) SCH. 80 PVC UNION (BOTH SIDES)
PVC PIPE - CUT TO FIT (TYP.)
PVC PRESSURE LINE
3/8" PEA GRAVEL - 6" DEEP
BRICK SUPPORTS (CONTINUOUS)
PVC SS ELBOW
LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES, BOX
BOTTOM & COVER ALL OPENINGS
FINISHED GRADE; SET TOP OF BOX AT 2" ABOVE
FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN TURF
AREAS
8 CONTROL WIRE PULL BOX IN PLASTIC BOX
NTSSCALE:
FINISHED GRADE; SET TOP OF BOX AT 2''
ABOVE FINISHED GRADE IN PLANTED
AREAS, 1'' ABOVE IN TURF AREAS
PLASTIC 8'' ROUND VALVE BOX FOR
LESS THAN 8 WIRES. PLASTIC
12''x17'' VALVE BOX FOR MORE THAN
8 WIRES. TO BE BRANDED "P.B.".
EQUIPMENT I.D. TAG (TYP.)
WATERPROOF CONNECTORS (TYP.)
12'' PIGTAIL (MIN.) EACH SIDE OF
WATERPROOF CONNECTOR
3/8" PEA GRAVEL 1 CU.FT.
BRICK FOUNDATION AROUND BASE OF
BOX (CONTINUOUS)
3 3
ID1
CALSENSE CONTROLLER IN STAINLESS STEEL ENCLOSURE
N.T.S.SCALE:
OPTIONAL DOME ANTENNA
MODEL ANT-1 (DIGITAL RADIO)
MODEL ANT-1-RR (DIGITAL RADIO AND RR RADIO REMOTE
OPTION)
MODEL LR-DOME (LOCAL RADIO)
MODEL LR-DOME-RR (LOCAL RADIO AND RR RADIO REMOTE
OPTION)
MODEL RR-DOME (RR RADIO REMOTE OPTION)
PISTON CONNECTED TO FLIP TOP
LOUVERED VENT
26"X24"X8" CONCRETE BASE
FINISH GRADE
SCH 40 ELECTRICAL SWEEP ELL FOR LOW VOLTAGE
CONTROL WIRES.
SCH 40 ELECTRICAL SWEEP
ELL FOR 120 VAC POWER
FLIP TOP IN
OPEN POSITION
CALSENSE CONTROLLER PANEL MOUNTED
FLUSH ON FACE OF ENCLOSURE AT A 25°
ANGLE FOR EASY ACCESS AND VIEWING.
MODEL SSE STAINLESS STEEL ENCLOSURE
MODEL SSE-R (WITH DOME ANTENNA)
GFI OUTLET & SWITCH
CALSENSE TP-1 TRANSIENT PROTECTION BOARD
#6 AWG GROUNDING WIRE CONNECTED TO GROUND LUG
MOUNTING BOLTS (BOLTS & TEMPLATE INCLUDED WITH
ENCLOSURE)
PVC SLEEVE FOR GROUND ROD
5/8"X8' COPPER GROUNDING ROD
120 VAC JUNCTION BOX (INCLUDED WITH ENCLOSURE)
1 SHUT OFF/ ISOLATION VALVE - 3" & SMALLER
NTSSCALE:BVNOTE:
1.ALL VALVE BOXES USED IN CONJUNCTION WITH IRRIGATION
SYSTEMS CARRYING RECYCLED WATER SHALL BE PURPLE IN
COLOR, AND SHALL INCLUDE THE WORDS "RECYCLED WATER -
DO NOT DRINK" AND SHALL HAVE THE INTERNATIONAL SYMBOL
CONVEYING THE SAME WARNING.
PLAN
SECTION
RECTANGULAR VALVE BOX
WITH BLACK BOLT-DOWN
COVER - HEAT BRAND "BV"
ON VALVE BOX COVER IN
2" HIGH LETTERS.
FINISHED GRADE; SET TOP OF BOX AT 2"
ABOVE FINISHED GRADE IN PLANTED
AREAS, 1" ABOVE IN TURF AREAS
EQUIPMENT ID TAG AND "RECYCLED
WATER TAG" IF USING RECYCLED
WATER
LASCO "SLO-CLOSE"
SOCKET X SOCKET SCH. 80
BALL VALVE
COMMON BRICK (2
REQUIRED)
3/4" CRUSHED ROCK - 6" MINIMUM DEPTH
LANDSCAPE FABRIC BELOW GRAVEL -
WRAP SIDES, BOX BOTTOM & COVER ALL
OPENINGS
(2) PVC SCH. 80 NIPPLE (TYP.)
(2) PVC ST ELBOW
(2) PVC PIPES AND (2) SS ELBOWS
7 3
ID1
- HEAT BRAND VALVE & CONTROLLER
ASSIGNMENT IN 2" HIGH LETTERS ON COVER.
VALVE BOX WITH BOLT DOWN
3 ID1
MASTER CONTROL VALVE
NTSSCALE:
PLASTIC RECTANGULAR VALVE BOX WITH BOLT
DOWN COVER, USE STAINLESS BOLT, NUT, AND
WASHER BOX TO BE PLACED AT RIGHT ANGLE
TO HARDSCAPE EDGE. LABEL "MV" ONTO LID
FINISH GRADE
MASTER CONTROL VALVE
24" WIRE LOOPS WITH WATERPROOF WIRE
CONNECTORS
EQUIPMENT I.D. TAG
PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED
PVC MAINLINE TO FLOW SENSOR, PIPE PER
SPECS
BRICK SUPPORTS (4 TOTAL)
BRASS UNION
BRASS NIPPLE TYP.
3/4" CRUSHED GRAVEL, 2 CUBIC FEET
LANDSCAPE FABRIC TO COVER BOTTOM AND
ALL SIDES OF VALVE BOX
PVC MAINLINE PIPE FROM BASKET STRAINER
PER SPECS
6VALVE BOX LAYOUT SHARED ISOLATION VALVE
NTSSCALE:
NOTES:
1.CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE.
2.SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS -SET 1" ABOVE FINISH GRADE
IN TURF AREAS.
3.SET VALVE BOX AND VALVE ASSEMBLY IN
GROUNDCOVER/SHRUB AREA WHERE POSSIBLE - INSTALL IN
TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER/SHRUB
AREA.
4.SET VALVE BOXES PARALLEL TO ONE ANOTHER AND
PERPENDICULAR TO EDGE.
5.AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO
PREVENT THEIR DEFORMATION/COLLAPSE.
6.ALL VALVE BOXES USED IN CONJUNCTION WITH IRRIGATION
SYSTEMS CARRYING RECYCLED WATER AND ARE ALSO
INSTALLED WITHIN THE IRWD SERVICE AREA SHALL BE BLACK IN COLOR. NEITHER PURPLE LIDS NOR PURPLE TAGS ATTACHED
TO LIDS WILL BE ALLOWED. CONTRACTOR SHALL SPECIAL
ORDER BLACK VALVE BOX LIDS TO CONFORM TO IRWD
REQUIREMENTS AND SHALL INCLUDE THE WORDS "RECYCLED
WATER - DO NOT DRINK" AND SHALL HAVE THE INTERNATIONAL
SYMBOL CONVEYING THE SAME WARNING.
PLAN VIEW
12"
12"
12"
12"
12" AT WALK 24" AT HEDGE
12"
10" DIAMETER CIRCULAR VALVE BOX
EDGE OF TURF, WALK, FENCE, CURB, ETC
12" x 18" RECTANGULAR VALVE BOX
20" x 30" RECTANGULAR VALVE BOX
2 ISOLATION VALVES
5 WIRE CONNECTOR "DBR/Y-6"
NTSSCALE:
STEP 1
STEP 2
STRIP BOTH WIRES. TWIST STRAND AROUND
RIGID STRAND OVER HALF THE LENGTH OF
STRIPPED WIRES.
STEP 3
STEP 4
STEP 5 POSITION ALL THE WIRES THROUGH THE
DEDICATED INSULATOR CHANNELS AND SNAP
INSULATOR TUBE COVER CLOSED.
INSERT THE TWISTED SPLICE INTO THE "Y"
ELECTRICAL SPRING CONNECTION AND TWIST
OVER WIRE STRANDS IN A CLOCKWISE
DIRECTION.
INSERT THE CONNECTOR INTO THE GEL-FILLED
DIRECT BURY SPLICE KIT. PUSH PAST THE
LOCKING FINGERS TO SECURE CONNECTOR
INSIDE TUBE.
FOLD THE OTHER HALF OF THE RIGID STRAND
OVER TWISTED STRAND AS SHOWN.
LEGEND
3M OR KING INNOVATIONS4PIPE TRENCH FOR LATERAL AND MAINLINE NTSSCALE:
2'
2'
1'
2"
MIN.
TYP.
6"
TYP.
1'
2'
1'
2'
6"
TYP.
9"9"
9"
9"
6"
TYP.
NOTES:
1.6" MIN. CLR. BETWEEN ALL PIPES.
2.SAND ENCASEMENT SHALL BE PLASTER OR MORTAR SAND.
3.SNAKE ALL PIPE AND WIRING IN TRENCH.
4.USE BLUE TAPE FOR POTABLE/DOMESTIC WATER AND PURPLE FOR RECYCLED WATER.
5.WIRING: TAPE AND BUNDLE WIRING AT 10'-0" INTERVALS. COMMON TRENCHING OF IRRIGATION PIPE AND
REMOTE CONTROL VALVE WIRING TO BE DONE WHEREVER POSSIBLE (INSTALL TRACE WIRE ALONG ALL MAINLINE PIPE THAT DOES NOT HAVE CONTROL WIRES ADJACENT TO PIPE).
6.THERE SHALL BE A 10' MIN. SEPARATION BETWEEN POTABLE AND RECYCLED PRESSURIZED MAINLINES RUNNING PARALLEL.
UNDER PAVEMENT
SECTION
ROCKY SOIL
SECTION
SECTION
LV. WIRING
A.C. PAVING
BASE MATERIAL
LATERAL (TYP.)
MAINLINE (TYP.)- IF RUNNING PARALLEL TO
SIDEWALK, MAINLINE SHALL BE CLOSEST PIPE
TO SIDEWALK.
FINISH GRADE
LV. WIRING IN CONDUIT
INITIAL SAND BACKFILL REQUIRED IN TRENCHES
WITH ROCKY TERRAIN AND UNDER PAVEMENT
(TYPICAL ALL SITUATIONS). LAY PIPE ON 2"
SAND BED. SAND TO EXTEND 6" ABOVE
SHALLOWEST PIPE.
`ALARM TAPE'- CHRISTY'S OR APPROVED
EQUAL. SEE NOTE 4.
SALVAGED EXCAVATED FILL COMPACTED TO
ORIGINAL DENSITY
PIPE SLEEVE 2X LINE SIZE 1 PIPE PER
SLEEVE, WIRE CAN SHARE SLEEVE
PLAN VIEW ALL PVC PIPE TO BE SNAKED IN TRENCH AS
SHOWN
2 3
ID1
Underground Service Alert
EXP. 10-31-25ER
AT
SGREISTE
ICOFALET OF R NAICDNASDL EPA
AHCETCI
TR
A. Stevens Cook II
No. 4053
29 MF
MF
DRIPLINE - CENTER FEED LAYOUT
NTSSCALE:
DI
AV
NOTE:
LOCATE DRIPLINE LINES 18" MIN AWAY FROM ALL PAVED AREAS
EXCEPT WHERE PLANTING ON-CENTERS IS LESS
THAN 36" O.C. IN WHICH CASE THE LINES SHALL BE
PLACED ADJACENT TO PLANTS OPPOSITE THE HARDSCAPE.
REMOTE CONTROL VALVE WITH DISC FILTER AND
PRV
MAIN LATERAL LINE, SEE PLAN FOR SIZE
PVC TEE
PIPE TRANSITION POINT
LATERAL LINE ADJACENT TO PLANTER AREA
TRANSITION POINT. LATERAL PIPE TO SUPPLY
HEADER, SEE PLAN FOR SIZE.
PVC SUPPLY HEADER
CONNECTION TO SUPPLY HEADER
DRIPLINE TUBING
AREA PERIMETER
AIR/VACUUM RELIEF (IF SPECIFIED) LATERAL BLANK
TUBING CENTERED ON HIGH POINT OR POINTS IN
THE DRIP ZONE.
AIR/VACUUM RELIEF VALVE (PLUMBED TO
TUBING AT EACH HIGH POINT OR POINTS IN THE
DRIP ZONE), IF SPECIFIED.
EXHAUST HEADER
DRIP INDICATOR - LOCATE AT FARTHEST
AND/OR HIGHEST POINT IN ZONE (IF SPECIFIED).
CONNECT WITH BARB CONNECTOR.
MANUAL FLUSH VALVE PLUMBED TO PVC
OR BLANK DRIPLINE
9 ID3
2 ID3
3 ID3
10 ID3
4 MF
MF
DRIPLINE - CENTER FEED LAYOUT
NTSSCALE:
DI
AV
NOTE:
LOCATE DRIPLINE LINES 18" MIN AWAY FROM ALL PAVED AREAS
EXCEPT WHERE PLANTING ON-CENTERS IS LESS
THAN 36" O.C. IN WHICH CASE THE LINES SHALL BE
PLACED ADJACENT TO PLANTS OPPOSITE THE HARDSCAPE.
REMOTE CONTROL VALVE WITH DISC FILTER AND
PRV
MAIN LATERAL LINE, SEE PLAN FOR SIZE
PVC TEE
PIPE TRANSITION POINT
LATERAL LINE ADJACENT TO PLANTER AREA
TRANSITION POINT. LATERAL PIPE TO SUPPLY
HEADER, SEE PLAN FOR SIZE.
PVC SUPPLY HEADER
CONNECTION TO SUPPLY HEADER
DRIPLINE TUBING
AREA PERIMETER
AIR/VACUUM RELIEF (IF SPECIFIED) LATERAL BLANK
TUBING CENTERED ON HIGH POINT OR POINTS IN
THE DRIP ZONE.
AIR/VACUUM RELIEF VALVE (PLUMBED TO
TUBING AT EACH HIGH POINT OR POINTS IN THE
DRIP ZONE), IF SPECIFIED.
EXHAUST HEADER
DRIP INDICATOR - LOCATE AT FARTHEST
AND/OR HIGHEST POINT IN ZONE (IF SPECIFIED).
CONNECT WITH BARB CONNECTOR.
MANUAL FLUSH VALVE PLUMBED TO PVC
OR BLANK DRIPLINE
9 ID3
2 ID3
3 ID3
10 ID3
6 DRIPLINE SUPPLY AND EXHAUST HEADER
NTSSCALE:
NOTES:
1.DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS.
FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND TWO ADAPTER FITTINGS FOR THE CONNECTION.
2.LOCATE DRIPLINE LINES 18" MIN AWAY FROM ALL PAVED AREAS EXCEPT WHERE PLANTING ON-CENTERS IS LESS THAN 36" O.C. IN WHICH CASE THE LINES SHALL BE PLACED ADJACENT TO PLANTS OPPOSITE THE HARDSCAPE.
DRIPLINE SEE SCHEDULE AND PLAN
3/4" MIPTx17mm BARB MALE ADAPTER
FITTING, TWO REQUIRED FOR TEE FITTING,
ONE FOR 90° ELL
SCH. 40 PVC THREADED TEE OR 90°
ELL FITTING, 3/4" SIZE
SCH. 80 PVC THREADED NIPPLE, 3/4"x
LENGTH AS REQUIRED
GPH IRRIGATION PRODUCTS FLEXIBLE
NIPPLE, #GFN050600, 3/4"MIPTx3/4"FIPTx6"
LENGTH
SCH. 40 PVC SLIPxSLIPx 3/4" FIPT TEE
FITTING, HEADER SIZE BY 3/4"
DRIPLINE SUPPLY OR EXHAUST HEADER, PVC LATERAL
LINE PIPE. SIZE EQUAL TO TRANSITION SIZE INDICATED
ON PLAN.
GPH IRRIGATION PRODUCTS 9" PVC COATED WIRE
STAKE, #GDTS140900, INSTALLED 5' ON CENTER. TIE
DOWN STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT
CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND.
FINISHED GRADE
8 DRIP INDICATOR
NTSSCALE:
NOTES:
1.DRIP INDICATOR. SEE
IRRIGATION SCHEDULE FOR
TYPE.
2.INSTALL 1 PER VALVE
3.SUBMIT MFG. CUT SHEET FOR
APPROVAL
MULCH OR PLANTING
FINISH GRADE
17MM POLYETHYLENE TUBING
1/4" SELF-PIERCING BARB
CONNECTOR
DRIP SYSTEM OPERATION
INDICATOR KIT
1/4" DISTRIBUTION TUBING
(LENGTH AS REQUIRED)
9 DRIPLINE PIPE TRANSITION/ SUPPLY HEADER MANIFOLD
NTSSCALE:
NOTE:
LOCATE DRIPLINE LINES 18" MIN AWAY FROM ALL PAVED AREAS EXCEPT WHERE PLANTING ON-CENTERS IS LESS THAN 36" O.C. IN WHICH CASE THE LINES SHALL BE PLACED ADJACENT TO PLANTS OPPOSITE THE HARDSCAPE.
FINISHED GRADE
DRIPLINE TEE FITTING/ELBOW IF END FEED LAYOUT
DRIPLINE LATERAL
BLANK DRIPLINE TUBING, LENGTH AS
NECESSARY.
DRIPLINE MPT ADAPTER
PVC TEE (SxSxT) WITH 3/4" FPT OUTLET
PVC SUPPLY/ EXHAUST HEADER
PIPE TRANSITION POINT
LATERAL SUPPLY LINE FROM ELECTRIC
REMOTE CONTROL VALVE.
8 ID3
FOR END FEED LAYOUT SEE
FOR CENTER FEED LAYOUT SEE
FOR CURVED LAYOUTS SEE
FOR IRREGULAR LAYOUTS SEE
5 ID3 6
ID3
7 ID3
3 DRIPLINE - IRREGULAR LAYOUT
NTSSCALE:
MFDI
NOTE:
LOCATE DRIPLINE LINES 18" MIN AWAY FROM ALL PAVED AREAS EXCEPT WHERE PLANTING ON-CENTERS IS LESS THAN 36" O.C. IN
WHICH CASE THE LINES SHALL BE PLACED ADJACENT TO PLANTS OPPOSITE THE HARDSCAPE.
AV
10 ID3
REMOTE CONTROL VALVE W/ DISC FILTER & PRV
MAIN LATERAL LINE, SEE PLAN FOR SIZE
PVC TEE
PIPE TRANSITION POINT
TRANSITION POINT. LATERAL PIPE TO SUPPLY
HEADER, SEE PLAN FOR SIZE.
PVC SUPPLY HEADER
DRIPLINE CONNECTION TO SUPPLY HEADER
AREA PERIMETER
DRIPLINE TEE
DRIPLINE TUBING
AIR/VACUUM RELIEF (IF SPECIFIED) LATERAL
BLANK TUBING CENTERED ON HIGH POINT OR
POINTS IN THE DRIP ZONE.
AIR/VACUUM RELIEF VALVE (PLUMBED TO
TUBING AT EACH HIGH POINT OR POINTS IN
THE DRIP ZONE), IF SPECIFIED.
DRIPLINE CONNECTION MALE ADAPTER
EXHAUST HEADER
MANUAL FLUSH VALVE PLUMBED TO PVC OR
BLANK DRIPLINE
DRIP INDICATOR - LOCATE AT FARTHEST
AND/OR HIGHEST POINT IN ZONE.
CONNECT WITH BARB CONNECTOR.
9 ID3
3 ID3
2 ID3
7 MFDI
DRIPLINE - END FEED LAYOUT
NTSSCALE:
AV
NOTE:
LOCATE DRIPLINE LINES 18" MIN AWAY FROM ALL PAVED AREAS EXCEPT WHERE PLANTING ON-CENTERS IS LESS THAN 36" O.C. IN
WHICH CASE THE LINES SHALL BE PLACED ADJACENT TO PLANTS OPPOSITE THE HARDSCAPE.
10 ID3
2 ID3
REMOTE CONTROL VALVE WITH DISC FILTER AND
PRV
MAIN LATERAL LINE, SEE PLAN FOR SIZE
PIPE TRANSITION POINT
PVC TEE
LATERAL LINE ADJACENT TO PLANTER AREA
TRANSITION POINT. LATERAL PIPE TO SUPPLY
HEADER, SEE PLAN FOR SIZE.
PVC SUPPLY HEADER
CONNECTION TO SUPPLY HEADER
DRIPLINE TUBING
AREA PERIMETER
AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING
AT EACH HIGH POINT OR POINTS IN THE DRIP
ZONE), IF SPECIFIED.
AIR/VACUUM RELIEF (IF SPECIFIED) LATERAL
BLANK TUBING CENTERED ON HIGH POINT OR
POINTS IN THE DRIP ZONE.
EXHAUST HEADER
MANUAL FLUSH VALVE PLUMBED TO PVC OR
BLANK DRIPLINE
DRIP INDICATOR - LOCATE AT FARTHEST AND/OR
HIGHEST POINT IN ZONE. CONNECT WITH BARB
CONNECTOR.
3 ID3
2 ID3
5 DRIPLINE - AIR RELIEF VALVE IN DRIPLINE
NTSSCALE:
10" ROUND PLASTIC VALVE BOX
FINISHED GRADE; SET TOP OF
VALVE BOX 2" ABOVE FINISHED
GRADE IN PLANTED AREAS, 1"
ABOVE IN TURF AREAS
1/2" AIR RELIEF VALVE, TO BE
INSTALLED AT HIGH POINTS IN
DRIP ZONE. SEE SCHEDULE FOR
MODEL.
1/2" X 3/4" PVC REDUCER
BUSHING
BARB X FEMALE THREAD
CONNECTOR
PVC TEE CONNECTED TO PVC
HEADER PIPE
BARB X MALE THREAD
CONNECTOR
1/2" BLANK DRIPLINE TUBING:
3" MINIMUM DEPTH OF 3/4"
WASHED GRAVEL
BRICK
2 328413.53-01
MANUAL FLUSH VALVE FROM PVC - TECHLINE®
NTSSCALE:
SECTION
FINISHED GRADE; SET TOP
OF BOX 2" ABOVE FINISHED
GRADE OF SOIL IN PLANTED
AREAS, 1" ABOVE IN TURF
AREAS
TECHLINE® SHUT-OFF
VALVE #TLSOV
(BLANK TUBING MAY BE
ATTACHED TO OUTLET)
10" ROUND PLASTIC VALVE
BOX
1/2" MPT ADAPTER
#TL050MA FOR
PRESSURE GAUGE
ATTACHMENT
EQUIPMENT I.D. TAG AND
"RECYCLED WATER TAG" IF
USING RECYCLED WATER
4' COIL OF BLANK DRIPLINE
TUBING
3/4" GRAVEL SUMP (1 CUBIC
FOOT)
BRICK SUPPORTS
PVC SCH 40 SxT TO 3/4" MPT
ADAPTER #TL075MA
10 3
ID1
3 ID1
REMOTE CONTROL VALVE DRIP ZONE ASSEMBLY
FLOW
SECTION/ELEVATION
NOTES:
1.INSTALL ONE VALVE PER BOX.
2.TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS.
3.SET TOP OF BOX AT 2" ABOVE FINISHED GRADE IN PLANTER AREAS. 1" ABOVE IN LAWN AREAS. INSTALL VALVE BOX EXTENSION IF NECESSARY.
NTSSCALE:
JUMBO RECTANGULAR VALVE BOX (19.8" X 26.3") WITH
BOLT-DOWN COVER - PURPLE IN COLOR WITH "RECYCLE
WATER" INTEGRAL LETTERING IF USING RECYCLED
WATER, GREEN IN COLOR IF USING POTABLE WATER -
HEAT BRAND VALVE & CONTROLLER ASSIGNMENT IN 2"
TALL CHARACTERS ON COVER.
CONTROL ZONE KIT SEE LEGEND FOR TYPE & SIZE (IF
SPECIFIED)
(2) PVC ST ELBOW (TYP.)
18'' SERVICE COIL WITH PENTITE OR EQUAL WIRE
CONNECTORS.
PVC SCH. 80 NIPPLE (TYP.)
SCH. 80 PVC UNION
PVC PIPE - CUT TO FIT (TYP.)
PVC PRESSURE LINE
3/8" PEA GRAVEL 1 CU.FT.
VALVE ID TAG AND RECYCLED WATER TAG (ENGLISH &
SPANISH) - IF USING RECYCLED WATER
BRICK SUPPORTS (CONTINUOUS)
PVC SS ELBOW
WATERPROOF WIRE CONNECTERS, WIRE SPLICES
SHALL BE MADE USING "SCOTCH-PAC", "PEN-TITE","DBY",
"SPEERS", DS-400 OR APPROVED EQUAL.
FILTER- SEE SCHEDULE FOR TYPE & SIZE
CONTROL VALVE- SEE SCHEDULE FOR TYPE & SIZE
1 SIGHT DISTANCE LINE
SIGHT DISTANCE LINE
PAVING - SEE CIVIL PLANS
PAVING - SEE CIVIL PLANS
WOODRUFF AVENUE
FOSTER ROAD BELCHER STREET
SIGHT DISTANCE LINE
SIGHT DISTANCE LINE
SIGHT DISTANCE LINE
04-01
AREA CLEAR FROM PLANTS
FOR IRRIGATION EQUIPMENT
04-01(TYP.)04-01(TYP.)04-01(TYP.)
ANGELL STREET
Underground Service Alert
EXP. 10-31-25ER
AT
SGREISTE
ICOFALET OF R NAICDNASDL EPA
AHCETCI
TR
A. Stevens Cook II
No. 4053 N30 MATCHLINE SEE BELOW LEFTMATCHLINE SEE SHEET 31MATCHLINE SEE ABOVE RIGHT
WOODRUFF AVENUE
ANGELL STREET CENTURY FREEWAY I-105 ADOREE STREET
SIGHT DISTANCE LINE
04-01
PAVING - SEE CIVIL PLANS
04-01(TYP.)04-01(TYP.)
WOODRUFF AVENUE
Underground Service Alert
EXP. 10-31-25ER
AT
SGREISTE
ICOFALET OF R NAICDNASDL EPA
AHCETCI
TR
A. Stevens Cook II
No. 4053 N31 MATCHLINE SEE BELOW LEFTMATCHLINE SEE SHEET 30MATCHLINE SEE SHEET 32MATCHLINE SEE ABOVE RIGHT
WOODRUFF AVENUE
IMPERIAL HIGHWAY
04-01
PAVING - SEE CIVIL PLANS
04-01(TYP.)
SYMBOL BOTANICAL / COMMON NAME CONT SPACE ZONE*QTY DETAIL TREES
ARBUTUS UNEDO 'COMPACTA' / COMPACT STRAWBERRY TREE
STANDARD FORM 24"BOX AS SHOWN L/0.3 8 2/PD
LAGERSTROEMIA INDICA 'ARAPAHO' / RED CRAPE MYRTLE
STANDARD FORM 24"BOX AS SHOWN L/0.3 3 2/PD
LAGERSTROEMIA INDICA 'MUSKOGEE' / PURPLE CRAPE MYRTLE
STANDARD FORM 24"BOX AS SHOWN L/0.3 17 2/PD
SYMBOL BOTANICAL / COMMON NAME CONT SPACING ZONE*QTY DETAIL SHRUBS
CALLISTEMON 'LITTLE JOHN' / DWARF WEEPING BOTTLEBRUSH 5 GAL 3` O.C.L/0.3 345 3/PD CARISSA MACROCARPA 'BOXWOOD BEAUTY' / BOXWOOD BEAUTY NATAL PLUM5 GAL 2` O.C.L/0.3 292 3/PD HESPERALOE PARVIFLORA `PERPA` / BRAKELIGHTS RED YUCCA 5 GAL 3` O.C.L/0.3 446 3/PD LOMANDRA HYSTRIX 'TROPIC BELLE' / TROPIC BELLE MAT RUSH 1 GAL 3` O.C.L/0.3 592 3/PD RHAPHIOLEPIS INDICA 'BALLERINA' / BALLERINA INDIAN HAWTHORN 5 GAL 3` O.C.L/0.3 361 3/PD WESTRINGIA FRUITICOSA 'GREY BOX' / GREY BOX DWARF COAST ROSEMARY5 GAL 3.5` O.C.L/0.3 334 3/PD
SHRUB AREAS
SENECIO SERPENS / BLUE CHALKSTICKS 1 GAL 1.5` O.C.L/0.3 391 4/PD
GROUND COVERS
MULCH / AVAILABLE THROUGH AGUINAGA FERTILIZER
ALL AREAS TO RECEIVE 3" THICK OF FOREST FLOOR 1/2" TO 1-1/2" IN SIZEMULCH NA NA 17,720 SF 5/PD
PLANT SCHEDULE
04 PLANTING ELEMENTS
CODE DESCRIPTION QTY DETAIL
04-01 ROOT BARRIER (TYP.) - DEEP ROOT MODEL UB 24-2 (415) 434-3072920 LF 1/PD
REFERENCE NOTES SCHEDULE
Underground Service Alert
EXP. 10-31-25ER
AT
SGREISTE
ICOFALET OF R NAICDNASDL EPA
AHCETCI
TR
A. Stevens Cook II
No. 4053 N32 END OF LANDSCAPE IMPROVEMENTSMATCHLINE SEE SHEET 31
Underground Service Alert
EXP. 10-31-25ER
AT
SGREISTE
ICOFALET OF R NAICDNASDL EPA
AHCETCI
TR
A. Stevens Cook II
No. 4053
33 ROOT BARRIER - WITHIN 6` OF HARDSCAPE
NTSSCALE:
CL
10'
MIN.
NOTES:
1.IF THE TREE IS WITHIN 6' OF
HARDSCAPE A BARRIER SHALL BE
USED.
2.THE ROOT BARRIER SHALL IN NO
CASE COMPLETELY SURROUND
THE ROOTBALL.
3.SEE SPECIFICATIONS OR PLAN FOR
MFG. AND MODEL.
PLAN
TREE TRUNK
ROOT BARRIER - SEE SCHEDULE FOR MAKE AND
MODEL.
HARDSCAPE- INCLUDES, BUT IS NOT
LIMITED TO: SIDEWALKS, DRIVEWAYS, WALLS,
MOW STRIPS, D.G. PATHS, ETC.
IRRIGATOIN PIPE, OR OTHER IMPROVEMENTS.
ROOT BARRIER SHALL BE ADJACENT TO THE
PAVEMENT AND BETWEEN THE EDGE OF
PAVEMENT AND OTHER IMPROVEMENTS.
6' OR LESS
1 SECTION
PLAN
DOUBLE STAKE
EQ. (TYP.)
6''
TREE TRUNK (TYP.)
(24" BOX)
NOTES:
1.TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK
BUT NOT ALLOW RUBBING AGAINST THE STAKE.
2.REMOVE ALL NURSERY TRAINING STAKES.
12'' MIN.
BELOW
PLANT
HOLE
TREE PLANTING (DOUBLE STAKE)
NTSSCALE:
PREVAILING WIND
STAKE (TYP.) 18"
O.C. FROM TRUNK
1.5X ROOTBALL DIA.2X ROOTBALL DIA.
TREE
PLUMB LODGEPOLE TREE STAKE, 2"X10'-0"
MIN. (2) RUBBER CINCH-TIES, VIT CO. OR
APPROVED EQUAL TOP & BOTTOM REQUIRED
SPACED EQUAL ALONG STAKE. USE 3RD TIE
WHEN NECESSARY TO HOLD TREE IN UPRIGHT
POSITION.
ROOTBALL, INSTALL 1" ABOVE GRADE & KEEP
MULCH 6" CLR. OF TREE TRUNK. SCARIFY
PLANTING PIT EDGE.
PREPARED BACKFILL MIX. SEE SPECS FOR
FERTILIZER TABLETS.
TREE FEEDER/AERATOR/DEWATERING TUBE
(ONLY IF SHOWN OR SPECIFIED IN THE
SCHEDULE)
ROOT WATERING SYSTEM (IF SHOWN OR
SPECIFIED)
2 DD
D
1/2 D
NOTES:
1. ''D'' IS THE SPACING AS INDICATED IN THE LEGEND OR SPECIFICATIONS.
2. SEE LEGEND AND SPECIFICATIONS FOR SPACING AND ADDITIONAL NOTES.
3. FOR PLANT INSTALLATION, SEE DETAIL
GROUND COVER / SHRUB TRIANGULAR SPACING
NTSSCALE:
INDIVIDUAL PLANT (TYP.)
EDGE OF PAVING, WALK, TOE OR
TOP OF SLOPE
4 3"
AS DEEP
AS ROOTBALL
2X WIDTH OF ROOTBALL NOTES:
1.COMPACTED EARTH BERM SHALL BE
RAKED SMOOTH AFTER INITIAL DEEP
IRRIGATION.
SHRUB PLANTING
NTSSCALE:
SHRUB
ROOTBALL - SET 1" ABOVE FINISH GRADE &
LOOSEN ROOTS IF NECESSARY
SCARIFY ALL SIDES OF PLANTING PIT
FINISH GRADE
FLOOD & SETTLE 3" DEEP WATER BASIN TO
PLUMB PLANT STEM (TO GRADE) AND SET
GRADE OF ROOTBALL
SITE SOIL, UNDISTURBED
MULCH - SEE PLANTING SCHEDULE FOR
TYPE AND DEPTH. KEEP 6" CLR. FROM PLANT
CROWN.
PREPARED BACKFILL MIX. SEE SPECS FOR MIX
AND FERTILIZER TABLET.
3 3
PD DEPTH - SEE NOTE 1PLACEMENT ON SLOPE
PLACEMENT WITH NO SLOPETWICE ADJACENTMULCH DEPTH2' MIN.
NOTE:
1.SEE SCHEDULE AND PLAN FOR
MULCH TYPE AND DEPTH.
ALIGN
ALIGN
SECTION
MULCH PLACEMENT
NTSSCALE:
MULCH - SEE SCHEDULE AND PLAN
ADJACENT HARDSCAPE - SEE
LANDSCAPE PLAN
FINISH SURFACE
MULCH TIE-IN3" MIN5
8 ID2