HomeMy WebLinkAbout5.5-12100 BelacourtREVISIONS
HITE LANE LANDSCAPING PLANS REV. SHT. DESCRIPTION DATE BY
0
12100
(H.O.A.
ERSFIELD, CA Lj
SUBMITTED FOR APPROVAL
DATE
OURT AT SEVEN OAKS WEST MING
APPROVED
DATE
RELEASED FOR BID
DATE
CONSTRUCTION SET ISSUED
DATE
GENERAL CITY OF BAKERSFIELD NOTES CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS
NOTES: NOTES:
1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, LANDSCAPE ARCHITECT OWNER
1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, BaC3CERGFILd®
THE CITY /COUNTY CONSTRUCTION INSPECTION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION
DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. STOCKDALE HWY. SUMMERS MURPHY & PARTNERS WOODBRIDGE PACIFIC'GROUP
ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
2. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED 34197 COAST HIGHWAY, STE. 200 1518 MILL ROCK WAY, STE. 101
TWO WORKING DAYS PRIOR TO CONSTRUCTION. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. MING Av DANA POINT, CA. 92629 BAKERSFIELD, CA. 93311
1-800-642-2444 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE PHONE 1949.443.1446 PHONE 1661.851.5005
GENERAL PROJECT NOTES: ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO 9 CONTACT I PAT MURPHY CONTACT I JEFF EITTREIM
CAL -OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. v` WHITE rLAN
A. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CITY OF BAKERSFIELD STANDARDS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR PROJECT SITE
AND SPECIFICATIONS IN ACCORDANCE WITH CITY OF BAKERSFIELD LICENSING AGREEMENT WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND ARCHITECT CIVIL ENGINEER
NO. 15-071 . CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL PANAMA LANE
UTILITIES TO START THE ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION.COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, o
INCLUDING DELAYS. CA
z N HANNOUCHE ARCHITECTS PORTER AND ASSOCIATES, INC.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY s D � o r=,-, m
STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT � X o 20250 ACACIA STREET, STE. 145 1200 21ST STREET
C. PRIOR TO START OF CONSTRUCTION, ALL UTILITY SERVICE METERS (WATER AND POWER) DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL D o o NEWPORT BEACH, CA. 92660 BAKERSFIELD, CA. 93311
SHOULD BE INSTALLED AND FULLY OPERATIONAL. COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER
D. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARK, 326-3354, AND PUBLIC (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK PHONE 1949.261.2070 PHONE 1661.327.0362
WORKS, 326-3049, FOR AN ON-SITE PRE -CONSTRUCTION MEETING. RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES N.T.S. CONTACT I SAMIR HANNOUCHE ' CONTACT ( FRED PORTER II
E. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE APPROPRIATE CITY INSPECTION HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE
OFFICIAL SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE
NO CASE LESS THAN: RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE.
1. AT THE START OF CONSTRUCTION
2. PRIOR TO ANY BACK FILLING 6. IRRIGATION DESIGN BY OTHERS SIGNATURE BLOCK LIGHTING ENGINEER STRUCTURAL ENGINEER
3. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST -INSTALLATION
MAINTENANCE, $ CANDELA ENGINEERING, INC. ESI/FME, INC.
4. AT THE END OF POST INSTALLATION MAINTENANCE PERIOD FOR WRITTEN CITY
ACCEPTANCE. 25635 CALLE LA FUENTE 1800 E. 16TH STREET, STE. B
F. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST LEGEND: SAN JUAN CAPISTRANO, CA. 92675 SANTA ANA, CA. 92701
INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR.
G. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE CITY OF DESIGNER'S CERTIFICATE PHONE 1949.201.1333 PHONE 1714.835.2800 X107
BAKERSFIELD FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM DIAMETER (33.60) CONTACT DON DIDOMIZIO CONTACT I SCOTT W. ROSS, C.E.
MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, FF FINISH FLOOR ELEVATION 33.60 1 hereby certify that plans and specifications comply with City of Bakersfield ordinances, standards and
DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY, IN WRITING, GF GARAGE FLOOR ELEVATION HT design criteria; and that they include all improvement requirements of the Advisory Agency or other review
ACCEPTS THIS WORK. PE PAD ELEVATION BCR board. I am responsible for all calculations and drawings on these plans and any errors, omissions or
H. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE TW TOP OF WALL ECR violations of those ordinances, standards and design criteria shall be corrected duiring construction.
SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM PLANTING HOLES. IF TF TOP OF FOOTING ELEVATION TC SHEET INDEX
POSITIVE DRAINAGE DOES NOT EXIST NOTIFY LANDSCAPE ARCHITECT PRIOR TO PROCEEDING BW BOTTOM OF WALL BC
FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS PROCEED. TS TOP OF STEP EJ g �D Z • S
I. CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS SHEET, INCLUDED WITH THIS BS BOTTOM OF STEP Si
DRAWING SET, AND C.O.B. STANDARD DETAILS TAKE PRECEDENCE OVERALL OTHER CB CATCH BASIN SC DE IGNER'S SIGNATURE NO. DATE NO. SHT. DESCRIPTION
SPECIFICATION OR DETAILS. FG FINISH GRADE R
J. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. FS FINISH SURFACE RDWD 01 of 34 TTL TITLE SHEET
K. CONTRACTOR SHALL INSTALL A 6" CONCRETE MOW CURB AS PER C.O.B. STANDARDS AT EACH HP HIGH POINT HDR
PHASE LINE AND LIMIT OF CONSTRUCTION LINE. LP LOW POINT LA REVIEWED BY: CITY OF BAKERSFIELD - RECREATION AND PARKS DEPT. DATE
FL FLOW LINE MIN 02 of 34 IR -1 IRRIGATION LAYOUT
L. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO (2) COPIES OF OC ON CENTER MAX 03 of 34 IR -2 IRRIGATION LAYOUT
SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND CB CATCH BASIN MJ 04 of 34 IR -3 IRRIGATION LAYOUT
APPROVAL PURSUANT TO BUILDING SECTION 17.60.110 (N). ONE (1) COPY OF THE SIGNED TG TOP OF GRATE ELEVATION TYP 05 of 34 IR -4 IRRIGATION LAYOUT
PLANS SHALL BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN INV INVERT ELEVATION PA REVIEWED BY: CITY OF BAKERSFIELD - TRAFFIC ENGINEER DATE 06 of 34 IR -5 IRRIGATION LAYOUT
PLANS SHALL INCLUDE A COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND BB BOND BEAM ELEVATION 07 of 34 IR -5 IRRIGATION LAYOUT
INCLUDE APPROVAL OF ANY SIGNAGE.
LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT �� ALIGN 08 of 34 IR -7 IRRIGATION LAYOUT
1.0% GRADIENT IN PERCENTAGE APPROVED BY: CITY OF BAKERSFIELD - PUBLIC WORKS DIRECTOR DATE 09 of 34 IR -8 IRRIGATION LAYOUT
4:1 RATIO: 4' HORIZONTAL DISTANCE PER 1' OF VERTICAL HEIGHT 10 of 34 IR -9 IRRIGATION LEGEND
11 of 34 IR -10 IRRIGATION DETAILS
. R RIDGE LOCATION MAP 12 of 34 IR -11 IRRIGATION DETAILS
GB GRADE BREAK �--311 PROPOSED CONTOUR 13 of 34 IR -12 IRRIGATION CALCS
14of 34 IR -13 IRRIGATION SPECS
DIRECTION OF FLOW EXISTING CONTOUR IR-2/PT-2/PS-2 WHITE LANE IR-SIPT-5/PS-5 15 of 34 PT -1 TREE PLANTING LAYOUT
DRAINAGE PIPE _)l BERM - BUILT-UP LANDSCAPE GRADE IR-1/PT-1/PS-1 IR -6d PT-6/PS-6 16 of 34 PT -2 TREE PLANTING LAYOUT
17 of 34 PT -3 TREE PLANTING LAYOUT
® ATRIUM DRAIN —DETAIL REFERENCE - `' '..'; `:`. 18 of 34 PT -4 TREE PLANTING LAYOUT
».
O — SHEET LOCATION ,. LIVERPOOL WAY 19 of 4 PT -5 TREE PLANTING LAYOUT
yDECK DRAIN
; 20 of 34 PT -6 TREE PLANTING LAYOUT
IR-3/PT-3/PS-3'' '`ALLSTON WAY
O TURF DRAIN — SECTION REFERENCE , - ' 21 of 34 PT -7 TREE PLANTING LAYOUT
—SHEET LOCATION IR-4/PTCI/PS-4z f . , 22 of 34 PT -8 TREE PLANTING LAYOUT
IR -7/ PT -71 PS -7 5'
23 of 34 PS -1 SHRUB PLANTING LAYOUT
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' 34 of 34 PN -2 PLANTING NOTES & SPECIFICATIONS z
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SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
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7-31-16 V
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CF CALIFO��\P
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy 8t Partners, Inc.
DRAWING TITLE:
TITLE
SHEET
DESIGNED SMP
DRAWN C.R.
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DATE 10/02/2015
JOB NO. 742039
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DATE 10/02/2015
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LIMIT OF WORK ......
LIMIT OF WORK
REFER TO BACKBONE STREETS
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STAMP CONCRETE PAVING
REFER TO DETAIL A, SHEET PD -2
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KEY MAP
LIMIT OF WORK
REFER TO BACKBONE STREETS
LANDSCAPING PLANS BY SMP
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IRRIGATION NOTES
NOTE C:
MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS
AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
TYP.
NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C..
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDEWALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.O.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
5 �7 - / 0?) 0 0
SCALE: 1 "=20'-0" 1
0 30 60 90 120
MEMO
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O \_p,N D S C,q p41
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7-31-16
* Renewal Date
10.2• IS
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ATF CF CALIF0��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy dt Partners, Inc.
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
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DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
I R=1
2 OF 34 SHEETS
STAMP CONCRETE PAVING
-REFER TO CITY OF BAKERSFIELD
STANDARD DETAIL L-12 (SEE SHEET PD -2)
COLOR - BOMITE -'BRICK RED'
PATTERN / STAMP - RUNNING BOND COBBLE
(CONSULT W/ C.O.B. PARK & REC DEPT, TYP.)
LIMIT OF WORK
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NOTE C:
MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS
AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
LIVERPOOL WAY TYP.
ALLSTON WAY NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
BUENA VISTA RD. NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
SQUARE DRIVE
US PARK DRIVE
.i
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C..
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDEWALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.Q.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
NORTH
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SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
O�p,N D S C,q p�
Murphy,
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These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
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3 OF 34 SHEETS
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DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
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KEY MAP
1IIII.IITC I AMC
STAMP CONCRETE PAVING
-REFER TO CITY OF BAKERSFIELD
STANDARD DETAIL L-12 (SEE SHEET PD -2)
4' WIDE D.G. PATH
REFER TO DETAIL A, SHEET PD -2
IRRIGATION NOTES
NOTE A:
POINT OF CONNECTION # MH -11 SHALL BE A 2" POTABLE WATER METER WITH 2.5"
SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN
THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION
SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC
LIVERPOOL WAY INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE
ALLSTON WAY ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO
VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR
VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
NOTE B:
CONTROLLER TO BE A RAINBIRD ESP XX LXMEF-CSA AVAILABLE THRU KERN
BUENA VISTA RD. TURF 661-664-5200. SEE LEGEND FOR ASSEMBLY MODEL NUMBER
NOTE C:
MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS
AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
TYP.
NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
SQUARE DRIVE LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
SUS PARK DRIVE AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
NORTH CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C.-
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDEWALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.O.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
IRRIGATION CONSTRUCTION NOTES
WATER METER INFORMATION
THE LANDSCAPE CONTRACTOR SHALL PURCHASE AND INSTALL A 2"
1
WATER METER LOCATED PER THE CIVIL ENGINEER'S SEWER AND
POC
WATER PLAN AND AS SHOWN ON THE IRRIGATION PLAN. VERIFY THE
NOTE
STATIC PRESSURE PRIOR TO CONSTRUCTION.
INSTALL GATE VALVES, BACKFLOW DEVICE, QUICK COUPLERS,
MASTER VALVE, AND FLOW SENSOR WITHIN THE SHRUB PLANTING
AREAS ONLY.
MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC. MAINLINE
ARE INTENDED TO BE INSTALLED WITHIN THE SHRUB AREAS.
ANY MAINLINE, LATERAL, OR CONTROL WIRES THAT RUN UNDER
U
HARDSCAPE AREAS SHALL BE INSTALLED IN SCH.40 PVC SLEEVES
WHICH SHALL BE SIZED A MINIMUM OF TWICE THE DIAMETER OF THE
ACTUAL PIPE DIAMETER. REFER TO IRRIGATION DETAILS FOR
INSTALLATION AND DEPTHS OF SLEEVING.
CONTROLLER INFORMATION
MANUFACTURER: RAINBIRD ESP LXME SERIES
2
ASSEMBLED BY: KERN TURF SUPPLY INC. 661-664-5200
CONTROLLER IDENTIFICATION: MH -11
ONTROLLER
NOTE
CONTROLLER PART NUMBER: RB3ESP36 LXMEF-CSA/
KCPFLOWCOMBO-200/ RB91 Q4602/ VITSB-22SS/ KCPLXME-RG/ KCPGR-LX
FLOW SENSOR CABLE: PAIGE P7162D
INSTALL FLOW SENSOR CABLE IN A 1.5" U.L. PVC SCH. 40 GRAY CONDUIT.
The 120 volt power supply connection to the irrigation controller assembly shall
be the responsibility of the irrigation contractor. refer to electrical plans for
additional information. final location as shown on the drawings or as directed by
WRQ
the owner's authorized representative prior to installation. all sprinkler heads
0)
shall be field adjusted to prevent over spray onto the irrigation assembly
enclosure.
The system is designed for the operation of one valve at a time per controller.
the system has been designed for one valve opening and one valve closing.
the controller shall be located as shown on the drawings or as directed by the
owners authorized representative.
NORTH
S -/e,2100
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
�.PNO S Cq p
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7-31-16
Renewal Date
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are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
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SHEET NUMBER
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STAMP CONCRETE PAVING
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STANDARD DETAIL L-12 (SEE SHEET PD -2)
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ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS
AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
TYP.
LIVERPOOL WAY
ALLSTON WAY NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
BUENA VISTA RD. NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
SQUARE DRIVE
US PARK DRIVE
. i
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C..
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDEWALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.O.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
NORTH
-5 0) DD
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
LANDSCAp
GN,. Murphj,
�`,
7-31-16
* Renewal Date
J'T Date �P
qTF CF CALIFO��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
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SHEET NUMBER
R=4
1 5 OF 34 SHEETS
STAMP CONCRETE PAVING
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STANDARD DETAIL L-12 (SEE SHEET PD -2)
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TYP.
LIVERPOOL WAY
ALLSTON WAY NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
BUENA VISTA RD. NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
SQUARE DRIVE
US PARK DRIVE
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C..
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDE WALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.O.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
fT / 0/ 00
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
�p,N D S C,4,o
%� N,, Murphy
11
7-31-16
Date SNP
Tg�OF
CAUfF
These drawings and/or the
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are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
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AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
TYP.
LIVERPOOL WAY
ALLSTON WAY NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
BUENA VISTA RD. NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
SQUARE DRIVE
US PARK DRIVE
.i
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C..
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDEWALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.O.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
100
SCALE: 1 "=20'-0"
0 30 60 90 120
s
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MEMO
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\_p,N D S C,4,0
GM, Murphy Fq,Q0
,C.,
7-31-16
* Renewal. Date
J Date �P
gTFOF CAUFQ��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
IR=6
7 OF 34 SHEETS
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CAD FILE IR.dwg
SHEET NUMBER
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7 OF 34 SHEETS
KEY MAP
IRRIGATION NOTES
NOTE C:
MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS
AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
TYP.
LIVERPOOL WAY
ALLSTON WAY NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
BUENA VISTA RD. NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
SQUARE DRIVE
US PARK DRIVE
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C..
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDEWALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.O.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
I
I
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
`p�N D S C,q P
Murphy Fqp�
�0
7-31-16
it 10. Date
l0•y-l!r �F
Date �P
qTF CF CALIFO��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
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DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
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8 OF 34 SHEETS
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1111111
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LIVERPOOL WAY
ALLSTON WAY
BUENA VISTA RD.
SQUARE DRIVE
US PARK DRIVE
NORTH
IRRIGATION NOTES
NOTE C:
MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS
AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
TYP.
NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO
LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
NOTE E:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,
ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH
TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO STARTING WORK.
NOTE F:
INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C..
NOTE G:
INSTALL MAINLINE 12"-18" BEHIND SIDEWALK.
NOTE H:
INSTALL MAINLINE 12"-18" B.Q.C.
SEE SHEET IR -9 FOR IRRIGATION EQUIPMENT LEGEND.
IhVk0;
_I-, 11210
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECT5
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
D S C,q,p
Murphy
7-31-16
*I Renewal Date
lo•'L•IS
Date �P
�TFOP CALIF
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc
DRAWING TITLE:
IRRIGATION
LAYOUT
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
IR=8
9 OF 34 SHEETS
1111111
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DRAWING TITLE:
IRRIGATION
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DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IR.dwg
SHEET NUMBER
IR=8
9 OF 34 SHEETS
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Know what's bdOW.
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MEMO
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
�p,N D S C'4 p
Murph1,
�
7-31-16
* 10•Z•t5"
Date �P
_1 F OF CA _IFO��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
IRRIGATION MATERIAL LEGEND
N�
ct
1111111
PRECIP.
IRRIGATION NOTES
SYMBOL
MANUFACT.
MODEL NO. / DESCRIPTION GPM PSI RADIUS RATE
QTY
O
RAIN BIRD
RWS-B-C-1401 .25, (.5) 30 21- 5' 1.58
131
METER AND BACKFLOW PREVENTION DEVICES WILL BE INSTALLED BY IRWD. SEE PLANS FOR SIZE, LOCATION AND
r
SYMBOL INDICATES (2) POP-UP BUBBLERS PER TREE
WATER DEMAND.
W
PRESSURE TESTING OF MAINLINE IS MANDATORY. SEE IRRIGATION SPECIFICATIONS IN THIS PACKAGE.
\\
NETAFIM
TLCV6-18 DRIP TUBING W/.6 GPH EMITTERS 18" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16-18" APART IN PLANTING AREAS. ALL TUBING
\\
SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD
\x�.
�Q
PRIOR TO STARTING WORK. INSTALL PER MANUFATURERS SPECIFICATIONS.
PRESSURE REDUCING DEVICES, FILTERS, AND END FLUSH VALVES ARE REQUIRED.
VI
Y
U
IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING
NO SYMBOL
NETAFIM
FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING INSTALL PER MANUFATURERS SPECIFICATIONS.
FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING
EE0
0
W
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DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC.
NO SYMBOL
NETAFIM
ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "TECHLINE" FITTINGS INSTALL PER MANUFATURERS SPECIFICATIONS.
i
ON THESE DRAWINGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS
o�w�
RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. SHOULD THE CONTRACTOR REQUIRE TO MODIFY IN
0
NETAFIM
TL050MVF-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE
24
FIELD FROM PLAN DUE TO SITE CONDITIONS OR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT
r
INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000'
CO
TO CITY FOR CITY APPROVAL PRIOR TO COMMENCING CHANGE OF WORK.
OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER
W
IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION.
MANUFACTURER'S SPECIFICATIONS.
LOCATE ALL VALVES IN PLANTING AREAS.
NETAFIM
TLAVRV AIRIVACUUM RELIEF VALVE INSTALLED WITH A FT -050 CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING, INSTALL
15
AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE.
O
IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE
USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA, MULTIPLE ARV'S SHALL
z
FILED TO INSURE ADEQUATE COVERAGE.
BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING
W
IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES.
AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS.
THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ANY
O
P.O.C.
2" POTABLE WATER METER (TO BE PROVIDED BY OTHERS) WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD.
1
DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION
Z
o
CONTRACTOR AT NO COST TO THE OWNER.
Q
FEBCO
2" 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A WATTS 2" BASKET STRAINER WITH 150# FLANGED STAINLESS STEEL BODY AND 30 MESH STAINLESS STEEL.
Q
J
INSTALL ENTIRE ASSEMBLY WITHIN A V.I.T. STRONGBOX BACKFLOW ENCLOSURE. SIZE AS REQUIRED. PROVIDE POLAR BARRIER - SEE DETAIL
120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION
W
ou
.
1
CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER.
O
EZ-FLO
EZ010-FX - EZ-FLO FERTILIZING SYSTEM. 9.4 GALLON CAPACITY
ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF #14 600v DIRECT BURIAL. USE
r
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1
BLACK FOR PILOT, WHITE FOR COMMON, RED FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE
®
GRISWOLD
2230 SERIES 1-1/2" MASTER VALVE. INCLUDE BLUE PAIGE ELEC CORP. #P7162D MV/FS WIRE.
W
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PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER.
INSTALL IN 1.5" GRAY CONDUIT TO CONTROLLER.
®
CREATIVE
MODEL FSI SERIES 1-1/2" PLASTIC TEE MOUNTED FLOW SENSOR. PAIGE ELECTRIC CORP. #P7162D ICEA CLASS B, 16 AWG, 7 STRAND FLOW
1
PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON -PRESSURE LATERAL
SENSOR
SENSOR CABLE INSTALLED IN CONDUIT. NO FIELD SPLICES ALLOWED BETWEEN FLOW SENSOR AND CONTROLLER. INSTALL WITHIN FLOW
LINE PIPING, OUTSIDE OF ROOTBALL.
TECHNOLOGY
SENSOR CONDUIT - 1-1/2" PVC SCHEDULE 40 PIPE INSTALL IN PLANTING AREAS ADJACENT TO IRRIGATION MAINLINE PIPING. FLOW SENSOR
IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE
WIRE CONNECTORS - 3M "DBY"
OF ROOTBALL.
/�
LASCO
SLO-CLOSE FULL BLOCK TRUE UNION BALL VALVES, LINE SIZE.
9
DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN
O
RAINBIRD
RB-44LRC QUICK COUPLER VALVE W/ (YELLOW) LOCKING CAP. INSTALL TRIPLE SWING JOINT - SEE
27
DETAIL
OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE THE
RAIN BIRD
EFB-CP-PRS-D SERIES BRASS BODIED ELECTRIC CONTROL VALVE. SIZES INDICATED.
22
IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS.
CONTRACTOR SHALL PLACE FINAL LOCATION OF AUTOMATIC CONTROLLER AS SHOWN ON PLANS.
®
RAINBIRD
1" -XCZ-PRB-100-COM FOR FLOW 3-20 GPM / 1.5" -XCZ-PRB-150-COM FOR FLOWS 15-40GPM, DRIP CONTROL ZONE KIT COMPLETE WITH
11
A 1" PESB VALVE AND 1" PRESSURE REGULATING (40 PSI), QUICK -CHECK BASKET FILTER. INSTALL CONTROL ZONE KIT IN A SINGLE
IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 10:00 P.M. AND 5:00 A.M. ONLY.
STANDARD RECTANGULAR VALVE BOX.
2
RAINBIRD
SEE SHEET IR -3 FOR CONTROLLER NOTES IN THIS PACKAGE.
1
NOT SHOWN
V.I.T.
STRONG BOX STAINLESS STEEL ENCLOSURE AS REQUIRED BY PROJECT. SEE CONTROLLER NOTES IN THIS PACKAGE.
ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF
®
W.C.S.
RAIN SENSOR, RG, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER
1
THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR
®
N/A
120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD
1
PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE
AS APPROVED
PVC PIPE 3/4" - 3" CL 200 AS LATERAL LINES 12" BELOW GRADE
COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE
AS APPROVED
PVC PIPE 2% 3" CL. 315 AS MAINLINES 18" - 24" BELOW GRADE, REFER TO DETAIL FOR DEPTH.
APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE.
NO SYMBOL
AS APPROVED
ALL MAINLINE SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED PER DETAIL
THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.
— — — — — —_
AS APPROVED
PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED
PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN
SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND T PAST CURB EDGE. ENGRAVE "IR" AT THE CURB FACE.
BEFORE BEGINNING WORK.
TO INDICATE SLEEVE CROSSINGS AT AL SLEEVED LOCATION
INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE
NO SYMBOL
AS APPROVED
IRRIGATION CONTROL WIRE, USE AWG - 14 GAUGE MINIMUM - UL APPROVED - U.F. 600 VOLT DIRECT BURIAL COPPER WIRE 14
RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND
3M
GAUGE MINIMUM - UL APPROVED - U.F. 600 VOLT DIRECT BURIAL COPPER FOR COMMON WIRE. CONTROL WIRES SHALL BE A
INSTALLATION.
DIFFERENT COLOR WIRE FOR EACH AUTOMATIC CONTROLLER. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR
STRIPE FOR EACH AUTOMATIC CONTROLLER. COLOR OF STRIPE SHALL MATCH COLOR OF CONTROL WIRES PROVIDE SPARE
ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE
LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO
WIRES PER DESIGN GUIDELINES.
EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING
NO SYMBOL
"DBY" OR "DBR" DIRECT BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS.
DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.
NO SYMBOL
BERMAD
MODEL # 01 -ARA PRESSURE AIR RELEASE VALVE, LOCATE AT HIGHEST POINT FOR EACH LEG OF MAINLINE -
INSTALL PER IRRIGATION CONSTRUCTION DETAILS SHOWN ON IRRIGATION DRAWINGS.
NO SYMBOL
AS APPROVED
ANTI -DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 4 TO 32 FEET
OF HEAD. ANTI -DRAIN VALVE SHALL BE HUNTER HCV SERIES OR APPROVED EQUAL.
NO SYMBOL
K.B.I.
KSC- (LINE SIZE) -S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS
SPECIAL IRRIGATION NOTES
NO SYMBOL
K.B.I.
KC- (LINE SIZE) -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE,
WHEN RCV IS HIGHER THAN THE SPRINKLERS
THE CONTRACTOR SHALL SUBMIT COPIES OF ALL UN -EDITED MATERIAL INVOICES TO THE CITY OF BAKERSFIELD
—CONTROLLER / VALVE NUMBER
FOR THE RAINBIRD MAXICOM DOLLAR PROGRAM
X
X—GPM
CONTRACTOR TO PROVIDE AND INSTALL A SCH. 80 UNION, AND BALL VALVE AT EVERY VALVE LOCATION. TO BE
SAME SIZE AS VALVE. VERIFY WITH CITY OF BAKERSFIELD PARK REPRESENTATIVE FOR EXACT CONFIGURATION.
X"
VALVE SIZE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM THE ADJACENT
BLOCK WALL DOESN'T INTERFERE WITH INSTALLATION AND LOCATION OF IRRIGATION AND LANDSCAPE
MEMO
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
�p,N D S C'4 p
Murph1,
�
7-31-16
* 10•Z•t5"
Date �P
_1 F OF CA _IFO��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
LEGEND
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
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DESIGNED SMP
DRAWN M.M.
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DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
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LEGEND
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
R=9
10 OF 34 SHEETS
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\„p N ) S C,4p�
Murphy,
%
I
Signatur
7-31-16
* Renewal Date
IU• 11•1r
i1'T� Date ��P
TF OF CALIFO�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy &• Partners,
Inc, and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.FLo
DRAWING TITLE:
IRRIGATION
DETAILS
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
1R=1 0
11 OF 34 SHEETS
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WALL OR FENCE
WALL OR FENCE
FINISHED GRADE
CONCRETE PAD, 6" THICK
FEBCO 825-YA REDUCED PRESSURE
BACKFLOW DEVICE
POP-UP SPRINKLER HEAD, ROTOR TYPE
SEE LEGEND FOR SPECIFICATION
GRADE IN PLANTER
HUNTER ROTO'
GRADE IN PLANTER
V.I.T. SPRINKLER TIF
V.I.T. STRONG BOX "SMOOTH TOUCH",
#46-3551 C'
USE RATCHET Tr
HIGH PROFILE,
STAINLESS STEEL BACKFLOW DEVICE
ENCLOSURE, SEE SPECIFICATIONS
BRASS THREADED NIPPLES, TYPICAL,
TOTAL OF 6 REQUIRED FOR ASSEMBLY
BRASS UNION
1/2°
-�--- INSTALL SPRI'
— — - ABOVE FIN" IRUB
- I I—_— I I
INSTALL SPRINKLER HEAD FLUSH WITH
FINISHED GRADE IN TURF AREAS
,HECK VALVE
SHP' _t
P"
PRESSURE REGULATOR
POP-UP SPRINKLER HEAD, SPRAY OR ROTOR
,PECS.
VALVE
_—_—_-
AND GRr ,,S
I -III -I I- -I I I—I I I—]
SEE LEGEND FOR SPECIFICATIONNA
BRONZE WYE STRAINER
BRASS FLOW SENSOR
-1II-II I-II I I II -II I=1I I- _ T SOIL
_
I I—I I I —I I I—I I HMIN.
12"
, CHECK VALVE
12 "
RISER LENGTH UPSTREAM OF FLOWI—I
-I I I -I I I -I I I I I I-1 I I-1 I I
MIN.
SENSOR SHALL BE A MINIMUM
" "" •' OF 10 PIPE DIAMETERS
24"
1=1 I I—I 11= =1 I 1=1 I 1=1�
1/2" INSTALL SPRINKLER HEAD 1/2"
Ell I - I
SCH 80 RISER TYP.
180 RISER TYP.
RISER LENGTH DOWNSTREAM OF
FLOW SENSOR SHALL BEA MIN.
OF 5 PIPE DIAMETERS
PIPE TO
VC NIPPLE, LENGTH AS REQUIRED
I I IIII—I = _ _ ABOVE FINISHED GRADE IN SHRUB
_ _ _
1--) 1(-1
=III=) I I=I I =III—III—� AND GROUND COVERS AREAS
I—III-I I (= I I I-III—III_
UNDISTURBED SOIL
NATIVE SOIL COMPACTED TO
•. III III- I III -1 ORIGINAL DENSITY
14
NATIVE SOIL COMPACTED TO
•. "' "' "'— "—'' ORIGINAL DENSITY
MASTER
BIRD SA SERIES SWING ASSEMBLY
'H. 40 PVC SxSxT TEE FITTING
=I I I=I I I=1 II �II=III=I
I—III= I (= III -III -I I I- RAINBIRD SA SERIES TYP.
I—J _
N,.' I �_ Ili'
,
.� `'' III III— -III— I-
BRASS ELLS, 2 REQUIRED
LATERAL x SPRINKLER INLET SIZE
=1 11=1 I I—I I =) 11=) I(=1 PRE -ASSEMBLED TRIPLE SWING JOINT,
1"'
MIN.-� - SCH 40 STREET ELL TYP.
�� •: ' •• ='�I�I � �=1 � I
I I— -111-
APPROVED WATERPROOF WIRE
CONNECTIONS, 2 REQUIRED
WIRES FROM FLOW SENSOR TO
LATERAL LINE, SEE SPECIFICATIONS
FOR TYPE AND DEPTH REQUIRED
PVC TYPE, WITH O -RINGED JOINTS,
MIPT INLET AND MIPT OUTLET
LAY LENGTH TO BE 6" MINIMUM
L 1
-'III II I II it I I� I�
I—III—I
I' II I II I I 11111 I1-
CONTROLLER INSIDE A 1" SCH. 40
PVC ELECTRICAL CONDUIT AND
90 DEGREE SWEEP
SIZE AS PER SPRINKLER OUTLET
SCH 40 TEE SLIP X FT
SCH 40 TEE SLIP X FT
BRASS MAINLINE PIPE FROM
SCH 40 PVC SxSxT TEE FITTING
LATERAL x SPRINKLER INLET SIZE
a I I—I 1 I—III—I I1=1 I I-
NOTE: SECTION VIEW - N.T.S. WATER METER AND BALL TYPE
SHUT OFF VALVE
PURPLE LATERAL "ALERT LINE" PIPE,
RAINBIRD SA SERIES SWING ASSEMBLY
RAINBIRD SA SERIES SWING ASSEMBLY
ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE
SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS
SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18" BELOW FINISHED GRADE
MARLEX STREET ELL, 2 REQUIRED
SEE SPECIFICATIONS
FOR TYPE AND DEPTH REQUIRED
LATERAL LINE PER SPECS.
LATERAL LINE PER SPECS.
SCH. 40 PVC THREADED ELL
NOTE:
#4 X 36" REBAR
I #4 X 36" REBAR
NC-
INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.
-MBLED SWING JOINT SHALL BE SIZED TO MATCH THE SPRINKLER INLET.
INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS.
.LER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.
INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER
USE 3/4"' TEFLON TAPE AT ALL SCH 40 ELLS
: 3/4" TEFLON TAPE FOR ALL THREADED FITTINGS
..NKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE
LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS.
1. INSTALL RISER PERPENDICULARLY PLUMB TO ADJACENT GRADE
.STALL RISER PERPENDICULARLY PLUMB TO ADJACENT GRADE
OUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS.
3. INSTALL RISER 12" FROM WALL OR FENCE
,. INSTALL RISER 12" FROM WALL OR FENCE
USt JN -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS.
4. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE
4. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE
5. USE POP-UP SPRAY ROTOR WITHIN 8' OF SIDEWALK, TURF OR CURBING
5. USE POP-UP SPRAY HEAD WITHIN 8' OF SIDEWALK, TURF OR CURBING
A BACKFLOW PREVENTER (POTABLE)
0D 12" POP-UP SPRINKLER
C 6" POP-UP SPRINKLER
D ROTOR ON RISER
E SPRAY ON RISER
FINISHED GRADE IN TURF AREAS
I WIN=
FINISHED GRADE IN TURF AREAS
— PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN
CD
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS BOLT, NUT, AND WASHER.
FINISHED GRADE IN TURF AREAS
�—POP-UP SPRINKLER HEAD, ROTOR T'
COVER, USE STAINLESS BOLT, NUT, AND WASHER.
BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
FINISH GRADE IN TURF AREAS
BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
EDGE. HEAT BRAND "MCV" ONTO LID.
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS BOLT, NUT, AND WASHER.
SEE LEGEND FOR SPECIFICATION
EDGE. HEAT BRAND "BV" ONTO LID.
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN
SCH. 80 PVC THD. NIPPLE, LENGTH AS REQ., 3" MIN.
BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
COVER, USE STAINLESS BOLT, NUT, AND WASHER.
EDGE. HEAT BRAND "ARV" ONTO LID.
BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION
BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
MASTER CONTROL VALVE, SEE LEGEND FOR SPEC.
1.11
SCH. 80 PVC UNION
EDGE.
VALVE ID TAG
1/2
AIR RELEASE VALVE W/ BRASS NIPPLE AND
BRASS RETURN BEND ON DISCHARGE PORT
1/2" f— INSTP' 1/2"
ABS = IN SHRUB
- — — — —
1=I 3 AREAS
-______
U2"
r
FINISHED GRADE
—I I I—I I I- IN SHRUB AREAS
:11 1=I I I-� I I=1 I-
3" �— FINISHED GRADE
�I
— IN SHRUB AREAS
III 4" MIN.
NISHED GRADE
_ ~— IN SHRUB AREAS
q•" WIRE CONNECTIONS
VALVE ID TAG
�-
FINISHED GRADE
=III=I I I� 3" MIN. - _ = IN SHRUB AREAS
_ _ _
I I-III—III I I (—III -I ((-
4 —_ SCH. 80 PVC T.O.E. NIPPLE
-I I I -I I I' "
FEMALE ADAP. I 24" WIRE LOOP
-
:III=III- - -
-III-III:
-III-III -III-III-I
_—
_
— I �I
SCH. 80 PVC UNION
-III-III' _
IIII�IIIII�IIII�
III=III= LENGTH AS REQ., TYPICAL
:IIIIiIIIIIi
SCH. 80 PVC
-
::::: TRANSITION TO CORRECT
�
.III=III= III -III=
�IIII�IIIII�IIII
_
III -I I ( TRANSITION UP AND DOWN
I=III= TO MAINLINE DEPTH FOR
LATERAL _ PVC THD. ELL SCH 80 PVC
LINE" PIPE
� PIPE DEPTH USING TWO 45
':^' DEGREE SCH. 80 PVC ELLS
2" SCH. 80 PVC T.O.E. NIPPLE
—III—I I III=III:
I I—I 11—
Ks BALL VALVE USING TWO
2" MIN• CONTROL VALVE
3/4" BRONZE BALL VALVE
,H. 80 PVC NIPPLE, LENGTH AS REQUIRED
FLOW SCH. 80 PVC 45 DEGREE
ELLS, BOTH SIDES OF
ne SCH 80 PVC NIPPLE TYP.
0
�; o PVC MAINLINE TO RCVS,
_
3/4" BRASS NIPPLE, 2
- SCH. 80 PVC NIPPLE, 12" LONG
O 2' BALL VALVE
o
9 BRICK SUPPORTS
SEE SPECIFICATIONS
' • o BRICK SUPPORTS
REQ., LENGTH AS REQ.
o 3/4" ROCK, 3 CUBIC FT.
SCH. 40 PVC SxSxT TEE FITTING
LATERAL x SPRINKLER INLET SIZE
° oo ° o PVC MAINLINE PIPE, SEE
(J,° °oo o ° SPECIFICATIONS, TYPICAL
Oo0eAo
�v
c •� 0 4 REQ. PER BOX
3/4" ROCK, 3 CUBIC FT.
Cb o•Q • BRICK SUPPORTS
LATERAL LINE, SEE SPECIFICATIONS
TYPE AND DEPTH REQUIRED
M°oBRICK SUPPORTS
°o,00°o•
�ql .`IJV 0 0 4 REQ PER BOX
IRRIGATION MAINLINE
ID TAG
"ALERT
LANDSCAPE FABRIC, WRAP
UP AND OVER BOX HOLES
*( ro•o • . Co •o .d'�FOR
LANDSCAPE FABRIC
SCH. 80 PVC NIPPLE
PURPLE LINE" PIPE
AQUASEAL / VAPOR LOCK
LANDSCAPE FABRIC, WRAP
UP AND OVER BOX HOLES
SCH 80 BALL VALVE
OPEN END OF CONDUIT
CONTROL WIRES IN SCH. 40
PVC MAINLINE
3/4" ROCK, 3 CUBIC FT.
SCH. 80 UNIONPVC
3/4" CRUSHED GRAVEL
ELECTRICAL CONDUIT
CONTINUOUS TO CONTROLLER
MARLEX STREET ELL, 2 REQUIRED
SECTION VIEW -N.T.S.
TWO CUBIC FEET
LANDSCAPE FABRIC
BRASS MAINLINE PIPE AND
FITTINGS FROM BACKFLOW
SECTION VIEW -N.T.S. PER SPECIFICATIONS
NOTE:
— MAINLINE FITTING
APPROVEDOD
R
SECTION VIEW -N.T.S.
M 8DIAMETER
SCH. 40 PVC THREADED ELL
%%'%`%- •'•'• PVC MAINLINE PIPE
BRASS ELLS, BRASS NIPPLES, UNION, FEMALE ADAPTER AND AND ALL NIPPLES SHALL
BE SIZED TO MATCH THE MASTER CONTROL VALVE OR AS INDICATED ON THE DRAWINGS.
SECTION VIEW -N.T.S. CONCRETE THRUST BLOCK
IR ASSEMBLED SWING JOINT SHALL BE SIZED TO MATCH THE SPRINKLER INLET.
VALVE BOX
INSTALL VALVE BOXES 12" APART AS INDICATED ON DETAIL SID033.
NOTE: MIN. 1 CUBIC FOOT
INSTALL AIR RELEASE VALVE AT THE HIGH POINT OF THE IRRIGATION MAINLINE.
SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.
EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS
_L SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE
BALL VALVE
ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX.
MAINLINE SLOPE SHOWN EXAGGERATED FOR CLARITY, PVC FITTING DEFLECTION
A. A WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS.
USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS.
SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS.
USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS.
F 12" POP-UP ROTOR
G BALL VALVE 2" AND SMALLER
H REMOTE CONTROL VALVE
I MASTER CONTROL VALVE
J MAINLINE ARV
V.I.T. STRONGBOX
2255 CONTROLLER
CONTROLLER, ENCLOSURE
FINISHED GRADE IN TURF AREAS
AND ALL OF THE REQUIRED
COMPONENTS SHALL BE
'
PLASTIC ROUND VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS BOLT NUT AND WASHER.
FINISHED GRADE IN TURF AREAS
FINISHED GRADE IN
IN TURF AREAS
PART OF A PRE -ASSEMBLED
STAINLESS STEEL CONTROLLER ASSEMBLY
FLIP TOP LID, SHOWN
IN OPEN POSITION CONTROLLER ENCLOSURE
DIMENSIONS WHEN CLOSED:
` . ` . ` ` . ` . ` . ` °a . •, 4A LANDSCAPE AREA
•=' :..
• ..........::::::::::::::.;:: • .• . , °
:• • CONCRETE ACCESS PAD
". ' '
HEAT BRAND "QCV" ONTO LID.
QUICK COUPLER KEY WITH 3/4" BRASS HOSE
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS BOLT, NUT, AND WASHER.
B X T BE PLA ED AT RIGHT ANGLE T HARDSCAPE
O 0 C 0
10" ROUND PLASTIC VALVE
I BOX W/ BOLT DOWN COVER,
E STAINLESS STEEL
� US S S
38"H x 22"W - SS SEE SHEET IR -3
� •::��:�:'t:;�:�:�::�:'::� •
+ '. 4'-0" WIDE x 3'-0" DEEP, PAD
' '•
SWIVEL, INSTALL QCV SO THAT KEY WILL CLEAR
THE TOP OF BOX DURING OPERATION
EDGE. HEAT BRAND "FS" ONTO LID.
BOLT, NUT, AND WASHER.
"GV"
CONTROLLER
• • '::: ': a • THICKNESS SHALL BE 4"
HE L ND ONTO
1 /2" 2"
TERMINAL BLOCK FORBOX
STAINLESS STEEL o COMMUNICATION CABLE
16" WIDE TOP -ENTRY TERMINAL STRIP FOR
CONTROLLER ENCLOSURE REMOTE CONTROL VALVE
4'-0" ..• TOP ENTRY STYLE
' `'' CONTROLLER ENCLOSURE
e
�::.'' •.••• ': •. •'•• ° '
• •
1(2"
FINISHED GRADE
IN SHRUB AREAS
ID TAG
FINISHED GRADE IN
IN SHRUB AREAS
NEMA 3R RAINPROOF RATED WIRE CONNECTION
'•
' • i::: ; ; :;; : ``"' °
3" MAX.
�- UNDISTURBED OR
6" MAX. FLANGED END GATE VALVE
FLA GATEAWW
FLOW SENSOR OUTPUT STAINLESS STEEL, U.L. LISTED,
;• ;:• ;•: ;: :.::• • ; ' STRONGBOX QUICKPAD
''
NATIVE SOIL
r SQUARE NUT
TRANSMITTER WITH PULSE PREDRILLED, REMOVABLE
DECODER AND SENSOR BACKBOARD. REMOVABLE FRONT
a" •. ENCLOSURE MOUNTING
` . ` . ` . ` . ` . ` . ` • •. : A PAD WITH PREFORMED
'
QUICK COUPLER VALVE
FLOW SENSOR, SEE LEGEND FOR SPECIFICATION
SEE SPECIFICATIONS
DECODERS AS REQUIRED PANEL NOT SHOWN
• : • "
• •. y.. ALUMINIUM PAD, PLASTIC
SEE SPECIFICATIONS
� 6" PVC CL. 160 PIPE,
POW TYPE PREFORMED ALUMINIUM PAD
POWER SWITCH
AND RECEPTACLE FILL BASE OF QUICKPAD WITH
BASE AND ALL STAINLESS
STEEL HARDWARE
PLAN VIEW -N.T.S.
STAINLESS STEEL CLAMP
2 REQUIRED, SEE SPECS
—III III- — — ~ FINISHED GRADE IN SHRUB AREAS
i — —
O• a �" LENGTH AS REQUIRED
9 AS REQ.
Rp0q 9o0 UNDISTURBED OR
O N 0600 NATIVE SOIL
o O O o
FINISHED GRA PEA GRAVEL TO TOP OF BASE UNIT
STRONGBOX QUICKPAD
TOP ENTRY STYLE
Q%(7 o #4 x 36" REBAR STAKES,
2 REQUIRED
III—III—I �� _ _
_ 4 MIN.
—III -I I I=III=III:
_ 24 WIRE LOOP
' ' '=I I I= "
�p o o BRICK SUPPORTS
p O 3 REQ. PER BOX
eDo 000
ENCLOSURE MOUNTING
PAD WITH PREFORMED
CONTROLLER ENCLOSURE
P �— BRICK SUPPORTS
oA s'� ap 3 REQ. PER BOX
—I I 1=1 I III—III:
I I=1 11= PVC MAINLINE PIPE
PER SPECISIFICATION
CY _v' tD
d0� Z�� 3/4" ROCK, 2 CUBIC FT.
ALUMINIUM PAD, PLASTIC
BASE AND ALL STAINLESS
STEEL HARDWARE
STRONGBOX QUICKPAD
ENCLOSURE MOUNTING
PAD WITH PREFORMED
PVC MAINLINE PIPE AND
SCH. 80 SLIP TEE, WITH
A SCH. 80 PVC T.O.E. NIPPLE,
10 PIPE DIA ► FLO 5 PIPE DIA
2" MIN .
°Do 00°
I • O 00 o PVC MAINLINE PIPE, SEE
o�
COMPACTED SITE SOIL
1 12" MIN. LENGTH AND
"
o
• • SPECIFICATIONS FOR
3" PVC CONDUIT /SWEEP FOR
ALUMINIUM PAD, PLASTIC
BASE AND ALL STAINLESS
x
1" BRASS THREADED ELL
,p
C�
o °
�9 G
o ao0o0o
dp TYPE D DEPTH REQUIRED
CONTROL WIRES TO VALVES
STEEL HARDWARE
o
QCV SWING JOINT, W/TWO
8
BRICK SUPPORTS
IN LANCE ADAPTERS
o
BRASS STREET ELLS, ONE
r» ON V E PRIOR TO INSERING
�— 1 1/4" PVC CONDUIT FOR
CONCRETE PAD
BRASS THD. ELL, ONE 12"'
FABRIC
' PIPE INTO BELLED ENDS
"''''»
COMMUNICATION CABLE
TO OTHER CONTROLLERS
FINISHED GRADE
LONG BRASS THD. NIPPLE,LANDSCAPE
AND ONE BRASS THD, NIPPLE,
3/4" ROCK, 2 CUBIC FT.
1" PVC CONDUIT/SWEEP
4'.•.: ,.
_ '•' -'
I I I
SECTION VIEW -N.T.S. LENGTH AS REQ. ALL SWING
JOINT COMPONENTS SHALL
PVC MAINLINE PIPE TO MASTER VALVE
LEEMCO SELF RESTRAINED
FOR GROUND ROD CABLE
:I
I I _III—_III_—III—_III-I I I I I PAVED AREA (PREFERRED)
BE 1" SIZE.
PER SPECS. AND PLAN.
FLANGE ADAPTER, MODEL
1" PVC CONDUIT FOR USE
AS SPARE
OR LANDSCAPING AS REQ.
LANDSCAPE FABRIC
SECTION VIEW - N.T.S.
NOTE:
SECTION VIEW -N.T.S. SR -FB SERIES WITH BELL
END, SIZE PER VALVE
1 1/4" PVC CONDUIT/SWEEP
20" 36" COMPACTED SOIL
3/4" ROCK, 1 CUBIC FT.
NOTE:
INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO
AND MAINLINE SIZE
FOR FLOW SENSOR/MCV WIRES
4'-8"
IRRIGATION CONTROLLER.
NOTE:
1 1/4" PVC CONDUIT/SWEEP
FOR ELECTRICAL SERVICE
SECTION VIEW - N.T.S.
USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS.
QUICK COUPLER KEY MUST CLEAR VALVE BOX.
USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE
CONTRACTOR TO PROVIDE ONE 5 FOOT LONG TEE WRENCH WITH 2" AWWA SQUARE NUT
ADAPTER FOR THE OPERATION OF GATE VALVES. SEE SPECIFICATIONS.
5/8" DIA. x 8' COPPER
NOTE:
WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTON OF BOX TO COVER ALL OPENINGS.
OF THE FLOW SENSOR.
INSTALL VALVE BOX EXTENSIONS AS REQ. TO ACHIEVE PROPER VALVE AND PIPE DEPTH.
WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTON OF BOX TO COVERALL OPENINGS.
GROUND ROD W/#10 GROUND
WHERE POSSIBLE ORIENT FRONT OF ACCESS PAD ADJACENT TO SIDEWALK OR PAVING.
( OPTIONAL LOCATION ON BACKFLOW RISOR. SEE BACKFLOW DETAIL)
WIRE AND CLAMP. INSTALL
OK CONTROLLER ENCLOSURE
OL CONTROLLER PAD
OM QUICK COUPLER VALVE
9 FLOW SENSOR
O GATE VALVE'
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\„p N ) S C,4p�
Murphy,
%
I
Signatur
7-31-16
* Renewal Date
IU• 11•1r
i1'T� Date ��P
TF OF CALIFO�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy &• Partners,
Inc, and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.FLo
DRAWING TITLE:
IRRIGATION
DETAILS
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
1R=1 0
11 OF 34 SHEETS
�N
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EMOTE CONTROL DRIP VALVE (SPLIT SYSTEMS)
NOTES:
1. SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS
FOR ADDITIONAL INFORMATION
2. IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C. AND AS NECESSARY TO
INSURE SECURITY 4" BELOW GRADE. IF DRIP TUBING HAS BEEN PLOWED IN, NO STAKING IS
NECESSARY.
3. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS
SPECIFICATIONS USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL
4. RUN TUBING PARALLEL TO SLOPE. IN THE UPPER 2/3rd's OF THE SLOPE,
SPACE TUBING AT 14-16". IN THE LOWER 1/3 OF THE SLOPE, INCREASE
DISTANCE BETWEEN ROWS BY 25% OR APPROXIMATELY 22-1/2-
5. INSTALL CHECK VALVES IN SUPPLY AND FLUSH MANIFOLD LINE AS DETAILED / AS REQUIRED
TO DETER DRAIN DOWN.
O FINISH GRADE/TOP OF MULCH
1 2 3 4 5 6 7 8 9 10
O VALVE BOX WITH COVER:
FV
RAIN BIRD VB -STD
O 30 -INCH LINEAR LENGTH OF
\\ \\ // //
WIRE, COILED
O WATERPROOF CONNECTION:
\/'
RAIN BIRD DB SERIES
1 -INCH BALL VALVE (INCLUDED
I CUBIC FT OF CONCRETE
IN XCZ-PRB-100-COM KIT)
O ID TAG
11
O REMOTE CONTROL VALVE:
X
X
RAIN BIRD PESB (INCLUCED
12
IN XCZ-PRB-100-COM KIT)
O8 PRESSURE REGULATING QUICK
WRAP PLASTIC FITTINGS
CHECK BASKET FILTER:
I I
RAIN BIRD PRB-QKCHK-100
11
(INCLUDED IN
Ov O 0oOWO O
XCZ-PRB-100-COM KIT)
O9 PVC SCH 40 FEMALE ADAPTOR
Ov
10 LATERAL PIPE
11 PVC SCH 80 NIPPLE (LENGTH
—
AS REQUIRED)
PVC
••' �' ;: •
12 SCH 40 ELL
13 PVC SCH 80 NIPPLE (2 -INCH
a—
LENGTH, HIDDEN) AND PVC
co
SCH 40 ELL
14
PVC SCH 40 TEE OR ELL
13 14 15 16 17
15 MAINLINE PIPE
16 3 -INCH MINIMUM DEPTH OF
(D
3/4 -INCH WASHED GRAVEL
17 PVC SCH 80 NIPPLE, CLOSE
U
(INCLUDED IN
CK
XCZ-PRB-100-COM KIT)
A REMOTE CONTROL DRIP VALVE
(SINGLE SYSTEM)
PERIMETER LATERALS - 12" FROM
O FINISH GRADE/TOP OF MULCH O6 30 -INCH LINEAR LENGTH OF WIRE, COILED
10 PVC SCH 80 NIPPLE (2 -INCH LENGTH,
O2 VALVE BOX WITH COVER: O7 PRESSURE REGULATING QUICK CHECK
11 PVC ! SCH )40NTDEE CH OR SELL 40 ELL
RAIN BIRD VB -STD BASKET FILTER:
O REMOTE CONTROL VALVE: RAIN BIRD PRB-QKCHK-100
(PLUMBED TO DRIPLINE
�• `
12 MAINLINE PIPE
RAIN BIRD 150-PESB (INCLUDED IN (INCLUDED IN XCZ-PRB-150-COM KIT)
KIT) ® PVC SCH 80 NIPPLE
PVC FLUSH EXHAUST MANIFOLD
4�XCZ-PRB-150-COM (LENGTH AS
ID TAG REQUIRED)
@3 -INCH MINIMUM DEPTH OF 3/4 -INCH
O PVC SCH 40 ELL
WASHED GRAVEL
14 PVC
O WATERPROOF CONNECTION:
SCH 80 NIPPLE, CLOSE (INCLUDED IN
RAIN BIRD DB SERIES
XCZ-PRB-150-COM KIT
�
15 PVC SCH 40 TEE (INCLUDED IN
1 2 3 4 5 6 7
XCZ-PRB-150-COM KIT)
y
16 PVC SCH 40 ELL (INCLUDED IN
REMOTE CONTROL VALVE
XCZ-PRB-150-COM KIT)
PVC SCH 40 FEMALE ADAPTOR
LATERAL PIPE
EMOTE CONTROL DRIP VALVE (SPLIT SYSTEMS)
NOTES:
1. SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS
FOR ADDITIONAL INFORMATION
2. IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C. AND AS NECESSARY TO
INSURE SECURITY 4" BELOW GRADE. IF DRIP TUBING HAS BEEN PLOWED IN, NO STAKING IS
NECESSARY.
3. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS
SPECIFICATIONS USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL
4. RUN TUBING PARALLEL TO SLOPE. IN THE UPPER 2/3rd's OF THE SLOPE,
SPACE TUBING AT 14-16". IN THE LOWER 1/3 OF THE SLOPE, INCREASE
DISTANCE BETWEEN ROWS BY 25% OR APPROXIMATELY 22-1/2-
5. INSTALL CHECK VALVES IN SUPPLY AND FLUSH MANIFOLD LINE AS DETAILED / AS REQUIRED
TO DETER DRAIN DOWN.
K) SUB -SURFACE DRIPLINE LAYOUT
�IS�GyRvPp�E
p�C
A
2" MIN.
FINISHED GRADE IN TURF AREAS
AIR/ VACUUM RELIEF
VALVE
PLASTIC ROUND VALVE BOX, 6" SIZE
HEAT BRAND "ARV" ONTO LID.
k9W_.-_
FINISHED GRADE IN SHRUB AREAS
SUBSURFACE DRIP TUBING
BRICK SUPPORTS
LANDSCAPE FABRIC
3/4" ROCK, 1 CUBIC FT.
1/2" PVC TEE (SxSxT) WITH TORO
CA710 COMP. ADAPTER
AIR RELIEF VALVE
CONCRETE TFRUST
BLOCK, TYPICAL
MAINLINE PPE
=III=I I (•, I I
ZONE FLUSH VALVE
I B
PLUMBED TO PVC (TYP)
FV
MANIFOLD
45 DEGREE E3.L
CONNECTION (PVC TO ELL)
THRUST BLOCKS TO BE
(OR EQUAL)
I CUBIC FT OF CONCRETE
PVC FLUSH EXHAUST MANIFOLD
THRUST BLOCKS TO BE
METAL STAKE (TYP)
X
X
TRIANGULATE EMITTER SPACING (TYP)
PLASTIC PPE
(SEE IRRIGATION LEGEND/SPECIFIC-
WRAP PLASTIC FITTINGS
ATIONS FOR LATERAL AND IN LINE
USING BLACK PPE TAPE
SPACING)
ALL CONCRETE TO BE
PVC SUPPLY MANIFOLD
PORTLAND CEMENT 420-0-2000
EMOTE CONTROL VALVE
CK
(SEE IRRIGATION LEGEND
FOR CONFIGURATION)
SUPPLY MANIFOLD
••' �' ;: •
CONNECTION (PVC TO TEE)
(OR EQUAL)
a—
DRIPLINE LATERAL
co
(OR EQUAL) SEE LEGEND/
SPECIFICATIONS FOR LATERAL
3Q
AND IN LINE SPACING
AREA PERIMETER
(D
IN LINE SPACING
U
AIR RELIEF LATERAL - BLANK
CK
DRIPLINE (OR EQUAL)
"'
(CENTERED ON MOUND OR BERM)
PERIMETER LATERALS - 12" FROM
FV
PAVING OR EDGE OF TREATMENT
J
W
AIR/VACUUM RELIEF VALVE
(PLUMBED TO DRIPLINE
�• `
(OR EQUL) AT EACH HIGH POINT)
O
LO
I
PVC FLUSH EXHAUST MANIFOLD
13
CHECK VALVES AS NECESSARY (TYP)
K) SUB -SURFACE DRIPLINE LAYOUT
�IS�GyRvPp�E
p�C
A
2" MIN.
FINISHED GRADE IN TURF AREAS
AIR/ VACUUM RELIEF
VALVE
PLASTIC ROUND VALVE BOX, 6" SIZE
HEAT BRAND "ARV" ONTO LID.
k9W_.-_
FINISHED GRADE IN SHRUB AREAS
SUBSURFACE DRIP TUBING
BRICK SUPPORTS
LANDSCAPE FABRIC
3/4" ROCK, 1 CUBIC FT.
1/2" PVC TEE (SxSxT) WITH TORO
CA710 COMP. ADAPTER
AIR RELIEF VALVE
CONCRETE TFRUST
BLOCK, TYPICAL
MAINLINE PPE
=III=I I (•, I I
90 DECREE ELL
-f CONCRETE THRUST
BLOCK. TYPICAL
MAINLINE PPE:
UNDISTURBED SOL
G) THRUST BLOCKS
p�C
bA
N R (1�,
AhNI YgpFR )
�o
NOTES:
1. SEE IRRIGATION NOTES, LEGEND/SPECI FICATIONS FOR ALL DIMENSIONS
AND LATERAL AND INLINE SPACING
2. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS
SPECIFICATIONS. USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL
3. IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C.
AND AS NECESSARY TO INSURE SECURITY 4" BELOW GRADE. IF DRIP
TUBING HAS BEEN PLOWED IN, NO STAKING IS NECESSARY.
I III III—III—III AMMENDED SOIL"
-) I I -I I I -I I LEI I I-II7 4" INSTALLED AFTER
—III—I I I—I I I—I I I_ TUBING INSTALLATION
-11 11 III=III=II--DRIPTUBING
—III I I—I I III —AMMENDED SOIL-
-III III III—III I ( BRING SOIL LEVEL
I—I I 1E I I—III-I I I TO 41/2" BELOW
FINISHED
_III III —III=I 11=11 PRIOR TO DRIP GRADE
TUBING INSTALLATION
WIRE STAKE
RECOMMENDED INSTALLATION: ' AS PER LANDSCAPE DRAWINGS
TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT
THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 41/2" BELOW FINISHED
GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR'
TO THE INSTALLATION OF THE TUBING.
INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING
WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING.
BACKFILL FINAL 4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING
LINE FLUSHING VALVE
NEfAFIM #F-TLFV-1
COMPRESSION RING
BLANK TL (TYP)
DRIP LINE LATERAL
(OR EXHAUST HEADER)
COMPRESSION TEE
VALVE BOX
(INSTALL PER SPECS)
BRICK SUPPORTS
(THREE)
NETAFIM SHUT-OFF VALVE
#TLSOV
(BLANK TUBING MAY BE
ATTACHED TO OUTLET)
3/4" GRAVEL SUMP
(1 CUBIC FOOT)
A
I B
C
1[.O
I
UrDSTLRBED SOI_
45 DEGREE E3.L
24"
THRUST BLOCKS TO BE
36"
I CUBIC FT OF CONCRETE
6"
THRUST BLOCKS TO BE
6"
USED FOR 2-1/7 AND 3"
12"
PLASTIC PPE
-III
WRAP PLASTIC FITTINGS
6"
USING BLACK PPE TAPE
.I
— O
ALL CONCRETE TO BE
24"
PORTLAND CEMENT 420-0-2000
TEE
90 DECREE ELL
-f CONCRETE THRUST
BLOCK. TYPICAL
MAINLINE PPE:
UNDISTURBED SOL
G) THRUST BLOCKS
p�C
bA
N R (1�,
AhNI YgpFR )
�o
NOTES:
1. SEE IRRIGATION NOTES, LEGEND/SPECI FICATIONS FOR ALL DIMENSIONS
AND LATERAL AND INLINE SPACING
2. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS
SPECIFICATIONS. USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL
3. IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C.
AND AS NECESSARY TO INSURE SECURITY 4" BELOW GRADE. IF DRIP
TUBING HAS BEEN PLOWED IN, NO STAKING IS NECESSARY.
I III III—III—III AMMENDED SOIL"
-) I I -I I I -I I LEI I I-II7 4" INSTALLED AFTER
—III—I I I—I I I—I I I_ TUBING INSTALLATION
-11 11 III=III=II--DRIPTUBING
—III I I—I I III —AMMENDED SOIL-
-III III III—III I ( BRING SOIL LEVEL
I—I I 1E I I—III-I I I TO 41/2" BELOW
FINISHED
_III III —III=I 11=11 PRIOR TO DRIP GRADE
TUBING INSTALLATION
WIRE STAKE
RECOMMENDED INSTALLATION: ' AS PER LANDSCAPE DRAWINGS
TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT
THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 41/2" BELOW FINISHED
GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR'
TO THE INSTALLATION OF THE TUBING.
INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING
WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING.
BACKFILL FINAL 4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING
LINE FLUSHING VALVE
NEfAFIM #F-TLFV-1
COMPRESSION RING
BLANK TL (TYP)
DRIP LINE LATERAL
(OR EXHAUST HEADER)
COMPRESSION TEE
VALVE BOX
(INSTALL PER SPECS)
BRICK SUPPORTS
(THREE)
NETAFIM SHUT-OFF VALVE
#TLSOV
(BLANK TUBING MAY BE
ATTACHED TO OUTLET)
3/4" GRAVEL SUMP
(1 CUBIC FOOT)
NOTE SECTION VIEW - N.T.S,
ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES.
ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS•
WITH FEAT BRAND LETTERS 'SB" ON LD
H) CONTROL WIRE PULL BOX
,USS,)SION
6" JUTE WIRE STAPLE, INSTALL TO
HOLD DOWN TUBING, 5 FEET ON CENTER
ALONG LENGTH OF TUBING
1/2" SCH 40 PVC THREADED TEE FITTING
WITH TWO BARB MALE ADAPTERS
4" OF SOIL TO COMPLETELY
COVER THE DRIP TUBING
LANDSCAPE DRIP LINE,
17mm OUTSIDE DIAMETER
FINISHED GRADE OF AMENDED SOIL
SCH 80 PVC NIPPLE 1/2"X 6" MINIMUM
LENGTH, THREADED BOTH ENDS
AMENDED SITE SOIL, SEE PLANTING PLANS
KING BROTHERS INDUSTRIES FLEXIBLE
NIPPLE, 1/2" X 6", WITH FNPT X MNPT
THREADED ENDS
SCH 40 PVC S X S X FNPT TEE FITTING,
SIZE: HEADER X HEADER X 11T
PVC HEADER LINE, SUPPLY OR DISCHARGE
SECTION VIEW - N.T S.
NOTE:
TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND.
SECTION VIEW - N.T.S.
���:. ., . PAVING OR D.G. PATH
SAND BACKFILL COMPACTED
TO THE DENSITY OF
EXISTING SOIL
I 120 VOLT ELECTRICAL
6d 11- IN SCH. 40 SLEEVE
LATERAL LINES
IN SCH, 40 SLEEVE
I UNDISTURBED SOIL
�= CONTROL WIRES
IN SCH. 40 SLEEVE
I PRESSURE MAINLINE
IN SCH. 40 SLEEVE
PVC SLEEVES TO BE
IF, o THE PIPE OR WIRE
BUNDLE CARRIED.
DIMENSION
A
I B
C
I D
E
DEPTH BELOW GRADE
24"
36"
36"
36"
6"
6"
6"
2" TO 2 1/2" IN SIZE
12"
24"
- •�. _ . . •
30"
6"
6"
WAND LARGER
18"
24"
24"
6"
6"
••' �' ;: •
18" OFF OF HARDSCAPE EDGE, EXCEPT
a—
>
co
W
3Q
WHERE NECESSARY TO INSTALL VALVE
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y
y y y y
NOTE SECTION VIEW - N.T.S,
ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES.
ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS•
WITH FEAT BRAND LETTERS 'SB" ON LD
H) CONTROL WIRE PULL BOX
,USS,)SION
6" JUTE WIRE STAPLE, INSTALL TO
HOLD DOWN TUBING, 5 FEET ON CENTER
ALONG LENGTH OF TUBING
1/2" SCH 40 PVC THREADED TEE FITTING
WITH TWO BARB MALE ADAPTERS
4" OF SOIL TO COMPLETELY
COVER THE DRIP TUBING
LANDSCAPE DRIP LINE,
17mm OUTSIDE DIAMETER
FINISHED GRADE OF AMENDED SOIL
SCH 80 PVC NIPPLE 1/2"X 6" MINIMUM
LENGTH, THREADED BOTH ENDS
AMENDED SITE SOIL, SEE PLANTING PLANS
KING BROTHERS INDUSTRIES FLEXIBLE
NIPPLE, 1/2" X 6", WITH FNPT X MNPT
THREADED ENDS
SCH 40 PVC S X S X FNPT TEE FITTING,
SIZE: HEADER X HEADER X 11T
PVC HEADER LINE, SUPPLY OR DISCHARGE
SECTION VIEW - N.T S.
NOTE:
TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND.
SECTION VIEW - N.T.S.
���:. ., . PAVING OR D.G. PATH
SAND BACKFILL COMPACTED
TO THE DENSITY OF
EXISTING SOIL
I 120 VOLT ELECTRICAL
6d 11- IN SCH. 40 SLEEVE
LATERAL LINES
IN SCH, 40 SLEEVE
I UNDISTURBED SOIL
�= CONTROL WIRES
IN SCH. 40 SLEEVE
I PRESSURE MAINLINE
IN SCH. 40 SLEEVE
PVC SLEEVES TO BE
IF, o THE PIPE OR WIRE
BUNDLE CARRIED.
DIMENSION
A
I B
C
I D
E
DEPTH BELOW GRADE
24"
36"
36"
36"
6"
TIE A 36" LOOP IN ALL WIRING AT
CHANGES OF DIRECTION GREATER THAN
30 DEGREES, UNTIE AFTER ALL CONECTIONS
NOTE: HAVE BEEN MADE.
ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED
BELOW ALL HARDSCAPE ELEMENTS WITH SCH. 40 PVC, 2 TIMES THE DIAMETER OF
THE PIPE OR WIRE BUNDLE WITHIN.
ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION.
HORIZONTAL DIMENSION BETWEEN SLEEVES SHALL BE A MINIMUM OF 4 INCHES
DEPTHS OF SLEEVES, BACKFILL, AND COMPACTION OF TRENCH SHALL BE IN ACCORDANCE
WITH STANDARD PLAN NO. 223 FOR CROSSINGS OF STREETS AND SHALL BE IN ACOORDANCE
STANDARD PLAN NO. 500 FOR CROSSINGS OF PARKING LOTS, SIDEWALKS, OR OTHER
HARDSCAPE ELEMENTS.
Al
SLEEVE INSTALLATION
RECTANGULAR VALVE BOX, TYPICAL
A
STAINLESS STEEL BOLT, WASHERAND
NUT TO SECURE BOX LID, TYPICAL
C
HEAT BRAND LETTERS AND NUMBERS
E
QUICK COUPLING VALVE BOX, TYP.
1/2" TO 1 1/2" SIZE
STAINLESS STEEL BOLT, WASHER AND
18"
NUT TO SECURE BOX LID, TYPICAL
30"
CV 12" 12" 12" N
i • ••. 4 ..�'' •. '•
••.
4,.4A
•
• : L • • : . ;
A.
PAVING EDGE, TYPICAL
SECTION VIEW - N.T.S.
NOTE:
CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE.
INSTALL VALVE BOXES IN SHRUB AND GROUND -COVER AREAS WHERE POSSIBLE.
INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES.
AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE
AND DEFORMATION OF VALVE BOXES.
DRIP RCV AND WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALL VALVE BOX.
I VALVE BOX PLACEMENT
4 3
FINISHED GRADE
-1 I I I �` rr«''" r eta':,,,?i='• �,yt I UNDISTURBED SOIL
D'�ri��"``A�'�� tB•°•^a;ti Cly,..
CLEAN COMPACTED BACKFILL
�• •• � ,. ,� ,�� , 120 VOLT ELECTRICAL
�'' , ; �• "* �'•"•sO rte -I I Ilk- IN SCH. 40 CONDUIT
;i, "�, s'a4�r"• �� '' I==I I LATERAL LINES, SEE SPECS.
S ,••s, .2.smSr, w CLEAN SAND BACKFILL,
f*w •4 5':`.�^"" i ✓s=+ I IIT SEE SPECIFICATIONS
= PRESSURE MAINLINE, SEE
•• . SPECIFICATIONS
IIF III" CONTROL WIRES, SEE SPECS.
I—III INSTALL AT MAINLINE DEPTH
_III — lIII I�
SECTION VIEW - N.T.S.
DIMENSION
A
B
C
D
E
F
1/2" TO 1 1/2" SIZE
12"
18"
18"
30"
6"
6"
2" TO 2 1/2" IN SIZE
12"
24"
24"
30"
6"
6"
WAND LARGER
18"
24"
24"
6"
6"
NOTE:
ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH.
BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS.
ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
INSTALLATION SPECIFICATIONS.
E) PIPE INSTALLATION
LOW VOLTAGE WIRES, 3 MAXIMUM
WIRES PASS THROUGH GROOVES N
TUBE LD TO ALLOW LD TO CLOSE
CLOSE TUBE LD AFTER WIRE
IS NS67TED INTO TUBE
POLY TUBE PRE-FLLEO WITH
WATERPROOF GEL
LOCK TABS PREVENT WIRE REMOVAL
ONCE CONNECTOR IS INSERTED
SCOTCI-LCK ELECTRICAL SPRING
CONNECTOR. WRES SHALL BE
PRE OF V? Or- THE
INSULATION PRIOR TO INSERTION
INTO THE CONNECTION. TWIST
CONNECTOR ONTO WIRES TO
I I ( SEAT FIRMLY.
SCOTCH_OK CONNECTOR AND WIRES
INSERTED INTO TUBE UNTIL THE
CONNECTOR PASSES LOCK TABS
NOTED WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT,
KIT SHALL INCLUDE A SCOTGd OK T SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A
WATERPROOF SEALING GEL. TLN3E SPALL BE SUPPLED PREP'L.L.ED WITH GEL
DIRECT BURL' SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3.14 OR 2 012 PRE -STRIPPED COPPER
WIRES, LARGER WIRES OR GREATER QUANTITIES OF WIRES RE-OLM A LARGER APPROVED WIRE CONNECTION
J) WIRE CONNECTION
L) MAINLINE AND VALVE MANIFOLD LAYOUT
M) EZ-FLO FERTIGATION EZ010-FX S,�
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
o \_pND S C,4,o
Murphy �1P
e CP rn
a
So
Of Signature
7-31-16
itRenewal Date
Date
TF OF CALIF
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
0
PVC IRRIGATION MAINLINE PIPE, PER
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MANIFOLD OR QCV; OR TO AVOID ANY
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PVC SUBMAIN PIPE, SIZE PER THE
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8
MODEL NUMBER - EZ010-FX
3:
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10
12
9.4 GALLON CAPACITY
::..
PVC IRRIGATION MAINLINE INSTALLED 3 FT
NOTE: NOT TOSCALE
FROM HARDSCAPE EDGE FOR VALVE MANIFOLD
ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE
WQ
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EZ-FLO SYSTEM. ITEM 11 IS PURCHASED
a y
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y
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BALL VALVE FOR RCV MANIFOLD ISOLATION
SEPARATELY.
vw
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1 - FINISHED GRADE 7 - WATER IN - CONNECT BLACK
af
ya
y
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TUBE TO BLUE CONNECTIONS ON
aY
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ti. �.
QUICK COUPLER VALVE AND SWING JOINT
2 - VALVE BOX & COVER 30" L X 18"D X 17" W PROPORTIONING CAP AND COUPLING
U):,
SCH. 80 PVC 45 ELL FITTING, SIZE PER
3 - PROPORTIONING CAP WITH FEED 8 - 1/4" TUBING CLAMP - BOTH THE GREEN
o
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MAINLINE, TYPICAL
ADJUSTMENT KNOB AND BLUE COUPLING TUBING CONNECTIONS
`'g
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4 - EZ-FLO SHUT OFF VALVES WITH DISCONNECT 9 -APPROVED BACKFILL
HARDSCAPE EDGE (IE. SIDEWALK, ROADWAY,
WASHERS
`'° '•"` •�' ,':
CURB OR OTHER PAVING MATERIAL)
10 - PVC MAIN LINE TO VALVE MANIFOLD
y
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5- EZ-FLO MODEL EZ010-FX FERTILIZING SYSTEM
►•
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18"
,r .. •. �':;;,
MAINTAIN 18" SET BACK FOR MAINLINE
27" L X 12" D X 14"H 11 - EZ BALL VALVE COUPLING CONNECTOR -
FROM HARDSCAPE EDGE EXCEPT AS NOTED
INSTALL ACCORDING TO WATER FLOW
y
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6 - FERTILIZER OUT - CONNECT CLEAR DIRECTION ARROW
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TUBE TO GREEN CONNECTIONS ON 12 -PEA GRAVEL (2 CU. FT.)
PROPORTIONING CAP AND COUPLING
• : ' = .`..
13 - PVC MAIN LINE FROM BACK FLOW PREVENTER
4,
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14 - PRESSURE RELEIF VALVE
O
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OBSTRUCTION SUCH AS LIGHT POLE, POWER
v
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PEDESTAL OR OTHER AS MAY BE FOUND
ON THE SITE, ROUTE MAINLINE AROUND
'" "' •' •� '�'
SUCH OBSTRUCTIONS
FERTILIZER EQUIPMENT LEGEND
W y y y
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y
y y
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SYMBOL FERTIGATION MODEL NO. CONTROLLER / POC LOCATION SEE SHT. SQ FT.
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EZ-FLO
EZ010-FX
'B'
WHITE LANE
IR -3
34,240
PROVIDE ALL UNITS WITH EZ-GRO ALL PURPOSE FERTILIZER EZG-23-13-10 PREMIUM NATURAL WATER SOLUBLE FERTILIZER
SEE PRODUCT COVERAGE CHART FOR INITIAL/ MAINTENANCE APPLICATION RATE.
SYSTEMS TO BE FULLY STOCKED AND IN OPERATION DURING AND AT TURN OVER TO MAINTENANCE.
CONTACT TOM GENTILE (949) 246.8467 FOR ASSEMBLY AND EZ-GRO FERTILIZER MFG. INFORMATION.
L) MAINLINE AND VALVE MANIFOLD LAYOUT
M) EZ-FLO FERTIGATION EZ010-FX S,�
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
o \_pND S C,4,o
Murphy �1P
e CP rn
a
So
Of Signature
7-31-16
itRenewal Date
Date
TF OF CALIF
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
DETAILS
DESIGNED SMP
DRAWN M. M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
IR -1 1
12 OF 34 SHEETS
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DRAWING TITLE:
IRRIGATION
DETAILS
DESIGNED SMP
DRAWN M. M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
IR -1 1
12 OF 34 SHEETS
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DRAWING TITLE:
IRRIGATION
DETAILS
DESIGNED SMP
DRAWN M. M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
IR -1 1
12 OF 34 SHEETS
MAXIMUM APPLIED WATER ALLOWANCE:
TOTAL MAWA=(Eto)(0.62)[(0.5 x LA) + (0.3 x SLA)]
Eto factor crop LA
52.4 0.62 0.5 9240
TOTAL ESTIMATED APPLIED WATER USED:
TOTAL EAWU=(Eto x 0.62) x [(HA x PF)/IE) + SLA)]
Calculations :
Hydrozone # 1 (Turf Rotary) SLA
MHA I CONTROLLER A
556,195 Gal./Yr
744 ccf/yr
Percentage of MAWA used :
52.4 x
0.62 x 0 x 0.8 =
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total:
0.8
Hydrozone # 2 (Turf Spray) SLA
B ETo/Day
52.4 x
0.62 x 0 x 0.8 =
0.16
0.75
Hydrozone # 3 (Shrub Rotary)
0.27
52.4 x
0.62 x 0 x 0.4 =
0.03
0.8
Hydrozone #4 (Shrub Spray)
3 3
494,395 Gal./Yr
661 ccf/yr
89%
0 Gal./Yr
0 Gal./Yr
0 Gal./Yr
52.4 x 0.62 x 0 x 0.4 = 0 Gal./Yr
0.75
Hydrozone # 5 (Shrub w/ Dripline )
52.4 x 0.62 x 34,240 x 0.4 = 494,395 Gal./Yr
0.9
IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD (6 months)
WHITE LANE PM12100
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total:
POC / Controller: ETo/Mo
1.0 1.8 3.5 4.7 6.6 7.7 8.5 7.3 5.3 3.5 1.6 0.9 52.40
B ETo/Day
0.03
0.06 0.11
0.16
0.21
0.26
0.27
0.24
0.18 0.11 0.05
0.03
Days/Week
2
3 3
3
4
4
4
4
4 3 3
2
Type AKc I Pr Rate IE
1.00
Shrub
Spray 0.5 1 11 1 0.75
4.5 6.0 10.5 14.6 14.9 18.0 19.2 1 16.5 12.4 10.5 5.0 4.1 1 Min/Day
0 jQty. of Valves I Total Run Times
1 0 1 0 0 0 0 0 0 1 0 1 0 t 0 1 0 1 0 1 Total Min/Day
Shrub
Inline Drip 1 0.5 1 0.77
1 0.9 =
4.9
6.5
11.4
15.8
16.1
19.4
20.8
1 17.8
1 13.4 1 11.4 1 5.4
1 4.4
1 Min/Day
18 jQty. of Valves
I Total Run Times
1 88
117
205
285
290
350
374
1 321
1 241 205 1 97
1 79
1 Total Min/Day
Shrub
Rotor 0.5 1 0.5 1 0.8 1 8.5 11.3 19.8 27.4 27.9 33.7 36.0 1 30.9 1 23.2 19.8 1 9.3 7.6 Min/Day
0 jQty. of Valves I Total Run Times 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 1 Total Min/Day
Turf
Spray 0.8 11 0.75
7.2 9.6 16.9 23.4 23.8 28.7
30.7
26.4 19.8 16.9 8.0 6.5
Min/Day
0 jQty. of Valves I Total Run Times
1 0 0 0 0 0 0
1 0
1 0 1 0 0 1 0 0
1 Total Min/Day
Turf
Inline Drip 1 0.8 1 0.77
1 0.9 7.8
10.4 18.2
25.3 25.8
31.1
1 33.2
1 28.5 1 21.4
18.2 1 8.6
7.0
1 Min/Day
0 jQty. of Valves
I Total Run Times 0
0 0
0 0
0
1 0
1 0 1 0
0 1 0
0
1 Total Min/Day
Bubblers
1 14.4
0.9 1 3
0.85
2.4
3.2
5.6
7.7
7.9
9.5
10.2
8.7
6.5
5.6
2.6
2.2
Min/Day
7
jQty. of Valves
I Total Run Times
17
22
39
54
55
67
71
61
46
39
18
15
Total Min/Day
Total Valves: 25 TOTAL RUN TIMES (HRS)
1.7
2.3
4.1
5.7
5.8
6.9
7.4
6.4
4.8
4.1
1.9
1.6
9.1
12.7
JAN
FEB
MAR
APR
MAY
JUN
I JUL
I AUG
I SEP
OCT
I NOV
DEC
70
WATER PRESSURE CALCULATIONS POC# MH -'11
0
LNNL.
IRRIGATION SCHEDULE -ESTABLISHED LANDSCAPE
L.L.
2,r
HYDRAULIC GRADE LITE (FT) 540 WATER METER ELEVATION
WHITE LANE PM12100
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
Total:
POC / Controller:
ETo/Mo
1.00
1.80
3.50
4.70
6.60
7.70
8.50
7.30
5.30
3.50
1.60
0.90
52.40
7
8
9
10
11
1.3
0,8
1,8
3.6
{I.E}
ETo/Day
0.03
0.06
0.11
0.16
0.21
0.26
0.27
0.24
0.18
0.11
0.05
0.03
15
16
0.7PSI
0.9
PSI
Days/Week
2
3
3
3
4
4
4
4
4
3
3
2
61,7
Type
Shrub
AKc Pr Rate
IE
20
79.2
PSI
RESIDUAL PRESSURE (SUBTRACT #20 FROM 021`
21
17.5"
PSI
SET PRV OR MCV AT (##20 PLUS 10 PSI)
22
N/A
IPS1
Spray
0.4 11
0.75
3.6
1 4.8
1 8.4
1 11.7
1 11.9
1 14.4
1 15.4
1 13.2
1 9.9
1 8.4
1 4.0
1 3.3
1 Min/Day
0
Qty. of Valves
Total Run Times
0
1 Q
1 0
1 0
1 0
1 0
1 0
1 0
1 0
1 0
1 0
1 0
1 Total Min/Day
Shrub
Z
o
I-
Q
_j
Q
J
W
Inline Drip
0.4 1 0.77
0.9
3.9
5.2
9.1
12.7
1 12.9
1 15.6
1 16.6
14.3
1 10.7
9.1
1 4.3
3.5
Min/Day
18
jQty. of Valves
I Total Run Times
70
94
164
228
1 232
1 280
1 299
257
1 193
164
78
63
Total Min/Day
Shrub
Rotor
1 0.4 1 0.5
1 0.8
6.8
9.0
15.8
21.9
22.4
27.0
1 28.8
24.7
1 18.6
15.8
7.5
6.1
Min/Day
0
jQty. of Valves
I Total Run Times
0
0
0
0
0
0
1 0
0
1 0
0
0
0
Total Min/Day
Turf
Spray
1 0.7 11
0.75
6.3
8.4
14.8
20.5
20.9
25.2
1 26.9
23.1
17.3
14.8
7.0
5.7
Min/Day
0
jQty. of Valves
Total Run Times
0
0
0
0
0
0
1 0
0
0
0
0
0
Total Min/Day
Turf
Inline Drip
0.7 1 0.77
0.9
6.8
9.1
16.0
22.2
22.6
1 27.2
1 29.1
25.0
18.7
16.0
7.5
1 6.2
Min/Day
0
Qty. of Valves
Total Run Times
0
0
0
0
0
1 0
1 0
0
0
0
0
1 0
Total Min/Day
Bubblers
0.8 3
0.85
2.1
2.8
5.0
6.9
7.0
8.5
9.0
7.8
5.8
5.0
2.3
1.9
Min/Day
7
jQty. of Valves
I Total Run Times
15
20
35
48
49
59
63
54
41
35
16
13
Total Min/Day
Total Valves:
25
TOTAL RUN TIMES (HRS)
1.4
1.9
3.3
4.6
4.7
5.7
6.0
5.2
3.9
3.3
1.6
1.3
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SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
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GM, Murphy Fgpc
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TF OF CAL1F0�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy Bt Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
IRRIGATION
CALCULATIONS
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
IR -12
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DRAWING TITLE:
IRRIGATION
CALCULATIONS
DESIGNED SMP
DRAWN M.M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE IrrDet.dwg
SHEET NUMBER
IR -12
13 OF 34 SHEETS
IRRIGATION SPECIFICATIONS
PART 1 - GENERAL CONDITIONS
1.1 Description:
A. Work Included: Provide all labor, materials, transportation, and services necessary to
furnish and install irrigation systems as shown on the drawings and described herein.
1.2 Quality Assurance:
A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be
followed in all cases where the manufacturers of articles used in this contract furnish
directions covering points not shown in the drawings and specifications.
B. Ordinances and Regulations: All local, municipal and state laws, and rules and
regulations governing or relating to any portion of this work are hereby incorporated
into and made a part of these specifications and their provisions shall be carried
out by the Contractor. Anything contained in these specifications shall not be
construed to conflict with any of the above rules and regulations or requirements of
the same. However, when these specifications and drawings call for or describe
materials, workmanship, or construction of a better quality, higher standard, or larger
size than is required by the above rules and regulations, the provisions of these
specifications and drawings shall take precedence.
C. Explanation of Drawings:
1. Due to the scale of the drawings, it is not possible to indicate all offsets,
fittings, sleeves, etc., which may be required. The Contractor shall carefully
investigate the structural and finished conditions affecting all of his work and
plan his work accordingly, furnishing such fittings, etc. as may be required to
meet such conditions. Drawings are generally diagrammatic and indicative of
the work to be installed. The work shall be installed in such a manner as to
avoid conflicts between irrigation systems, planting, and architectural features.
2. The word Landscape Architect as used herein shall refer to the Owner's
authorized representative.
3. All work called for on the drawings by notes or details shall be furnished and
installed whether or not specifically mentioned in the specifications.
4. The Contractor shall not willfully install the irrigation system as shown on the
drawings when it is obvious in the field that obstructions, grade differences, or
discrepancies in area dimensions exist that might not have been considered in
the irrigation design. Such obstructions or differences should be brought to the
attention of the Owner's authorized representative. In the event this notification is
not performed, the irrigation contractor shall assume full responsibility for any
revisions necessary.
1.3 Submittals:
A. Material List:
1. The Contractor shall furnish the articles, equipment, materials, or processes
specified by name in the drawings and specifications. No substitution will be
allowed without prior written approval by the Landscape Architect.
2. Complete material list shall be submitted prior to performing any work. Material
list shall include the manufacturer, model number, and description of all
materials and equipment to be used. Copies of catalog information shall not be
substituted for the materials list, and will be rejected as unacceptable.
3. Equipment or materials installed or furnished without prior approval of the
Landscape Architect may be rejected and the Contractor required to remove
such materials from the site at his own expense.
4. Approval of any item, alternate, or substitute indicated only that the
product apparently the requirements of the drawings and specifications
on the basis of the information or samples submitted.
5. Manufacturer's warranties shall not relieve the Contractor of his liability
under the guarantee. Such warranties shall only supplement the guarantee.
B. Record Drawings:
1. The Contractor shall provide and keep up to date a complete "record" set of
blue line ozalid prints which shall be corrected daily and show every change
from the original drawings and specifications and the exact locations, sizes, and
kinds of equipment. These drawings shall also serve as work progress sheets and
shall be the basis for measurement and payment for work completed. This set
of drawings shall be kept on the site and shall be used only as a record set.
2. The Contractor shall make neat and legible annotations thereon daily as the work
proceeds, showing the work as actually installed. These drawings shall be
available at all times for inspection and shall be kept in a location designated by
the Landscape Architect.
3. Before the date of the final inspection, the Contractor shall transfer all information
from the record prints to a sepia mylar or mylar procured from the Landscape
Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen
designed specifically for use on mylar material. Work completed in felt tip pen or
ball point pen will be rejected because of the non -permanent nature of both
devices. All work shall be subject to approval by the Landscape Architect.
4. The Contractor shall dimension from two permanent points of reference the
location of the following items:
a. Connection to existing water lines
b. Connections to existing electrical power
c. Gate valves
d. Routing of pressure main line
pipe
e. Sprinkler control valves
f. Routing of control and common wire
g. Quick coupling valves
h. Other related equipment as directed by the Landscape Architect.
5. On or before the date of the final inspection, the Contractor shall deliver the
corrected and completed mylars to the Landscape Architect. Delivery of the
mylars will not relieve the Contractor of the responsibility of furnishing required
information that may be omitted from the prints he compiled at the site.
C. Controller Charts:
1. Record drawings shall be approved by the Landscape Architect before controller
charts are prepared.
2. Provide one controller chart for each controller supplied. And one to the city of Bakersfield
representative.
3. The chart shall show the area controlled by each automatic controller and shall be
sized as designated by each automatic controller or as designated by the Owner's
authorized representative.
4. The chart is to be a reduced 11 x 17 drawing of the actual record drawings. However, in
the event the controller sequence is not legible when the drawing is reduced, it
shall be readable when the controller chart is completed.
5. The chart shall be a bloacline or blueline ozalid print and a different color shall
be used to indicate the area of coverage for each control valve station.
6. When completed and approved, the chart shall be sealed by a plastic laminating
process and spiral bound. the plastic laminating sheets shall be a minimum of 10 mil.
thickness each.
7. Provide an electronic (PDF) copy to city of Bakersfield representative.
D. Operation and Maintenance
1. Prepare and deliver to the Landscape Architect within ten calendar days prior to
completion of construction, two hard cover binders with three rings each containing
the following information:
a. Index sheets stating Contractor's address and telephone number, list of equipment
with names and addresses of local manufacturer's representatives.
b. Catalog and parts sheets on every material and equipment installed
under this contract.
c. Guarantee statement (Section 1.05).
d. Complete operating and maintenance instructions on all major pieces of equipment.
2. In addition to the above mentioned maintenance manual, provide the Owner's
maintenance personnel with instructions for major equipment and show evidence in
writing to the Landscape Architect at the conclusion of the project that this service has
been rendered.
E. Equipment to be Furnished:
1. Supply as part of this contract the following tools:
a. Two sets of special tools required for removing, disassembling, and
adjusting each type of sprinkler and valve installed under this contract.
b. Two five-foot valve keys for operation of gate valves (as required).
c. Two keys for each automatic controller or enclosure.
d. Six quick coupler keys and matching hose swivels for each type of
quick coupling valve installed.
2. The above mentioned equipment shall be turned over to the Owner at the conclusion
of the project. Before final inspection can occur, evidence that the Owner has received
material must be shown to the Landscape Architect.
1.4 Product Protection, Storage, and Handling:
A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in
handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be
transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to
undue bending or concentrated external load at any point. Any section of pipe that has been
dented or damaged will be discarded, and if installed, shall be replaced with new piping.
1.5 Analysis of samples and tests: None.
1.6 Guarantee:
A. The guarantee for the sprinkler irrigation system shall be made in accordance with the
attached form. The general conditions and supplementary conditions of these
specifications shall be filed with the Owner or his representative prior to acceptance of the
irrigation system.
B. A copy of the guarantee form shall be included in the operations and maintenance
manual (Section 1.03, D).
C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the
following information:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler system we have furnished and installed is free from
defects in materials and workmanship, and the work has been completed in accordance with
the drawings and specifications. We agree to repair or replace any defects in material or
workmanship which may develop during the period of one year from the date of acceptance
and also to repair or replace any damage resulting from the repairing or replacing of such
defects at no additional cost to the Owner. We shall make repairs or replacements within a
reasonable time after receipt of written notice from the Owner. In the event of our failure to
make such repairs or replacements within a reasonable time after receipt of written notice
from the Owner, we authorize the Owner to proceed to have said repairs or replacements
made at our expense and we will pay the costs and charges therefore upon demand.
(The above statement is to be followed by the project name, location, signature, address,
and telephone number of Irrigation Contractor, in addition to the date of acceptance).
PART 2 - MATERIALS
2.1 General: Use only new materials of brands and types noted on the drawings,
specified herein, or approved equals.
A. PVC pressure Main Line Pipe and Fittings:
1. Pressure main line piping for sizes 2 -inches and larger shall be PVC Class 315.
2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming
to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal
Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.)
3. Pressure main line piping for sizes 1 and 1/2 inch and smaller shall be PVC Schedule 40
with solvent welded joints.
4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to
ASTM resin specification D1785. All pipe must meet requirements as set forth in
Federal Specification PS -21-70 (Solvent -Weld Pipe).
5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to
ASTM test procedure D2466.
6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and
installation methods prescribed by the manufacturer.
7. All PVC pipe must bear the following markings:
a. Manufacturer's name
b. Nominal pipe size
c. Schedule or class
d. Pressure rating in PSI
e. NSF (National Sanitation Foundation) approval
f. Date of extrusion
8. All fittings shall bear the manufacturer's name or trademark, material designation, size,
applicable I.P.S. schedule and NSF seal of approval.
B. PVC Non -Pressure Lateral Line Piping:
1. Non -pressure buried lateral line piping shall be PVC sch40 (CL 200 as Bid Alt) with
solvent -weld joints.
2. Pipe shall be made from NSF approved, Type 1, Grade 11, PVC compound conforming to
ASTM resin specification D1784. All pipe must meet requirements set forth in Federal
Specifications PS -22-70 with an appropriate standard dimension ratio.
3. Except as noted in paragraphs 1 of 2 of Section 2.01 C, all requirements for non -pressure
lateral line pipe and fittings shall be the same as for solvent -weld pressure main line
pipe and fittings as set forth in Section 2.01 B of these specifications.
C. Brass Pipe and Fittings:
1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal
Specification WW -P-351.
2. Fittings shall be red brass conforming to Federal Specification WW -P-460.
D. Galvanized Pipe Fittings:
1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel
screwed pipe.
2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized
couplings may be merchant coupling.
3. All galvanized pipe and fittings installed below grade shall be painted with two coats of
Koppers 50 Bitumastic.
E. Gate Valve:
1. Gate valves 3 -inches and smaller shall be 125 -Ib. SWP bronze gate valve with screw-in
bonnet, non -rising stem and solid wedge disc, have threaded ends, and be equipped with
bronze wheel handle.
2. Gate valves 3 -inches and smaller shall be similar to those manufactured by Nibco or
approved equal.
3. All gate valves shall be installed per installation detail.
F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body
designed for working pressure of 150 PSI operable with quick coupler key.
Key size and type shall be as shown on plans.
G. Backflow Preventer Unit:
1. Backflow prevention units shall be of size and type indicated on the irrigation
drawings. Install the backflow prevention units in accordance with the irrigation
construction details.
2. Wye strainers at backflow prevention units shall have a bronzed screwed body with
100 mesh monel screen and shall be similar to Bailey 100A or approved equal.
H. Check Valves:
1. Swing check valves 2 -inches and smaller shall be 200 lbs. WOG bronze bronze
construction and replaceable composition, neoprene or rubber disc, and shall meet or
exceed Federal Specification WW -V-51 D, Class A, Type IV.
2. Anti -drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet
and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be
field adjustable against drawout from 3 to 40 feet of head. Anti -drain valve shall be
similar to the King Bros. "CV" series or approved equal.
I. Control Wiring:
1. Connections between the automatic controllers and the electric control valves shall be
made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires sharing the same
automatic controller shall be the same color. Common wire shall be white in color with a
stripe to match the pilot wires with which it is circuited on the same controller. Provide
different colors for each controller installed on the same project. Install wire in
accordance with valve manufacturer's specifications and wire chart. In no case shall
wire size be less than #14.
2. Wiring shall occupy the same trench and shall be installed along the same route as
pressure supply or lateral lines wherever possible.
3. Where more than one wire is placed in a trench, the wiring shall be taped together at
intervals of ten feet.
4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of
sufficient length at each splice connection at each electric control valve so that in case of
repair, the valve bonnet may be brought to the surface without disconnection of the
control wires. Control wires shall be laid loosely in trench without stress or stretching of
control wire conductors.
5. All splices shall be made with Rainbird ST-03UL Snap-Tite wire connector with PT/S5
sealer or approved equal. Use one wire connector per wire splice.
6. Field splices between the automatic controller and electric control valves will not be
permitted without prior approval of the Landscape Architect.
J. Automatic Controller:
1. Automatic controller shall be of size and type shown on the drawings.
2. Final location of automatic controller shall be approved by the Owner's authorized
representative prior to installation.
3. Unless otherwise noted on the plans, the 120 -volt electrical power to the automatic
controller location shall be furnished by others. The final hook-up of the automatic
controller to the 120 -volt power source shall be the responsibility of the irrigation
contractor.
K. Electric Control Valves:
1. Electric control valves shall be of the size and type shown on the drawings.
2. Unless otherwise noted on plan or construction details, all electric control valves shall have
a manual flow adjustment.
3. Provide and install one control valve box for each electric control valve.
L. Control Valve Boxes:
1. Use 10" x 10 1/4" round box for all gate valves, Carson Industries 910-12B with green
bolt down cover or approved equal. Extension sleeve shall be PVC -6 -inch minimum size.
2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves, Carson
Industries 1419-12B with green bolt down cover or approved equal.
M. Sprinkler Heads:
1. All sprinkler heads shall be of the size, type, and deliver the same rate of precipitation
with the diameter (or radius) of spray, pressure, and discharge in G.P.M. as shown
on the drawings and/or specified in these special provisions.
2. All spray type sprinklers shall have a screw adjustment.
3. Riser/swing joint assemblies shall be fabricated in accordance with the irrigation
construction details shown on the drawings.
4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the
sprinkler body.
PART 3 - EXECUTION
3.1 Inspection:
A. Site Conditions:
1. All scaled dimensions are approximate. The Contractor shall check and verify all site
dimensions and receive Landscape Architect's approval prior to proceeding with work
under this section.
2. Exercise extreme care in excavating and working near existing utilities. Contractor shall
be responsible for damages to utilities which are caused by his operations or neglect.
Check existing utilities drawings or call utilities companies for existing utility locations.
3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be
no interference with utilities or other construction or difficulty in planting trees, shrubs,
and groundcovers.
4. The Contractor shall carefully check all grades to satisfy himself that he may safely
proceed before starting work on the sprinkler irrigation system.
3.2 Preparation:
A. Physical Layout:
1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing,
and location of sprinkler heads.
2. All layout shall be approved by Landscape Architect prior to installation.
B. Water Supply:
1. Sprinkler irrigation system shall be connected to water supply points of connection as
shown on drawings.
2. Connections shall be made at approximate locations as shown on the drawings.
Contractor is responsible for minor changes caused by actual site conditions.
C. Electrical Supply:
1. Electrical connections for automatic controller shall be made to electrical points of
connection as shown on the drawings.
2. Connections shall be made at approximate locations as shown on the drawings.
Contractor is responsible for minor changes caused by actual site conditions.
3.3 Installation:
A. Trenching -
1 .
renching-1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to
even grade. Trenching excavation shall follow layout indicated on the drawings
and as noted.
2. Provide for a minimum cover of 18 -inches for all pressure supply lines.
3. Provide for a minimum cover of 12 -inches for all non -pressure lines.
4. Provide for a minimum cover of 18 -inches for all control wiring.
B. Backfilling:
1. The trenches shall not be backfilled until all required tests are performed. Trenches
shall be carefully backfilled with the excavated materials approved for backfilling,
consisting of earth, loam, sandy clay, sand or other approved materials, free from
large clods of earth or stones. Backfill shall be mechanically compacted in
landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas.
Backfill will conform to adjacent grades without dips, sunken areas, humps, or other
surface irregularities.
2. A fine granular material backfill will be initially placed on all lines. No foreign
matter larger than 1/2 -inch in size will be permitted in the initial backfill.
3. Flooding of trenches will be permitted only with approval of the Landscape Architect.
4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or
planting, or other construction as necessary, the Contractor shall make all required
adjustments without cost to the Owner.
C. Trenching and Backfill Under Paving:
1. Trenches located under areas where paving, asphaltic concrete or concrete will be
installed shall be backfilled with sand (a layer six -inches below the pipe and 3 -inches
above the pipe), and compacted in layers to 95% compaction, using manual or
mechanical tamping devices. Trenches for piping shall be compacted to equal the
compaction of the existing adjacent undisturbed soil and shall be left in a firm
unyielding condition. The sprinkler irrigation Contractor shall set in place, cap, and
pressure test all piping under paving prior to the paving work.
2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving,
but where any cutting or breaking of sidewalks and/or concrete is necessary it shall be
done and replaced by the Contractor as part of the contract cost. Permission to cut or
break sidewalks and/or concrete shall be obtained from the Landscape Architect.
No hydraulic driving will be permitted under new concrete paving.
D. Assemblies:
1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install
lines (and various assemblies) in such a manner as to conform with the details per plans.
2. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet.
3. Install all assemblies specified herein in accordance with respective detail. In absence of
detail drawings or specifications pertaining to specific items required to complete work,
perform such work in accordance with the best standard practice with prior approval of
the Landscape Architect.
4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture
before installation. Installation and solvent -weld methods shall be as
recommended by the pipe and fitting manufacturer.
5. On PVC to metal connections, the Contractor shall work the metal connections
first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC,
and on all threaded PVC to metal joints. Light wrench pressure is all that is
required. Where threaded PVC connections are required, use threaded PVC
adapters into which the pipe may be welded.
E. Line Clearance: All lines shall have a minimum clearance of 6 inches from each
other and from lines of other trades. Parallel lines shall not be installed directly
over one another.
F. Automatic Controller: Install per manufacturer's instructions. Remote control valves
shall be connected to controller in numerical sequence as shown on the drawings.
G. High Voltage Wiring for Automatic Controller:
1. 120 -volt power connection to the automatic controller shall be provided by
the Irrigation Contractor.
2. All electrical work shall conform to local codes, ordinances, and union
authorities having jurisdiction.
H. Remote Control Valves: Install where shown on the drawings and per detail.
When grouped together, allow at least 12 inches between valve boxes.
Install each remote control valve in a separate valve box.
I. Flushing of System:
1. After all new sprinkler pipe lines and risers are in place and connected, all
necessary diversion work has been completed, and prior to installation of
sprinkler heads, the control valves shall be opened and a full head of water
used to flush out the system.
2. Sprinkler heads shall be installed only after flushing of the system has been
accomplished to the complete satisfaction of the Landscape Architect.
J. Sprinkler Heads:
1. Install the sprinkler heads as designated on the drawings. Sprinkler heads
to be installed in this work shall be equivalent in all respects to those
itemized in the irrigation equipment legend.
2. Spacing of sprinkler heads shall not exceed the maximum as indicated
on the drawings. In no case shall the spacing exceed the maximum
recommended by the manufacturer.
3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs
to keep the sprinkler system equipment in operating condition. The exercise
of this right by the Owner shall not relieve the Contractor of his responsibilities
under the terms of the guarantee as herein specified.
3.5 Existing Trees: Where it is necessary to excavate adjacent to existing trees, the
Contractor shall use all possible care to avoid injury to trees and tree roots.
Excavation in areas where 2 -inch and larger roots occur shall be done by hand.
All roots 2 -inches and larger in diameter, except directly in the path of pipe or
conduit, shall be tunneled under and shall be heavily wrapped with burlap to
prevent scarring or excessive drying. Where a ditching machine is run close to
trees having roots smaller than 2 inches in diameter, the wall of the trench
adjacent to the tree shall be hand trimmed, making clean cuts through. Roots
1/2 inch and larger in diameter shall be painted with two coats of tree seal, or
equal. Trenches adjacent to trees should be closed within 24 -hours, and where
this is not possible, the side of the trench adjacent to the tree shall be kept
shaded with burlap or canvas.
3.6 Field Quality Control:
A. Adjustment of the System:
1. The Contractor shall flush and adjust all sprinkler heads for optimum
performance and to prevent overspray onto walks, roadways, and
buildings as much as possible.
2. If it is determined that adjustments in the irrigation equipment will
provide proper and more adequate coverage, the Contractor may
also include changes in nozzle sizes and degrees of arc as required.
3. Lowering raised sprinkler heads by the Contract shall be accomplished
within ten days after notification by Owner or Landscape Architect.
4. All sprinkler heads shall be set perpendicular to finished grade
unless otherwise designated on the plan or as required for proper
coverage (slopes, etc.).
B. Testing of Irrigation System:
1. The Contractor shall request the presence of the Landscape Architect
in writing at least 48 hours in advance of any testing.
2. Test all pressure lines under hydrostatic pressure of 150 PSI and
prove watertight.
Note: Testing of pressure main line piping shall occur prior to installation
of electric control valves or quick coupling valves.
3. All piping under paved areas shall be tested under hydrostatic
pressure of 150 psi and proved watertight, prior to paving.
4. Sustain pressure in tested lines for not less than two hours. If leaks
develop, replace joints and repeat test until entire system is proven
watertight.
5. All hydrostatic tests shall be made only in the presence of the
Landscape Architect. No pipe shall be backfilled until it has been
observed, tested, and approved in writing.
6. Contractor shall furnish force pump & all other test equipment necessary.
When the sprinkler irrigation system is completed, perform a coverage
test in the presence of the Landscape Architect to determine if the
water coverage for planting areas is complete and adequate. Furnish
all materials and perform all work required to correct any inadequacies
of coverage due to the deviation from plans, or where the system has
been willfully installed as indicated on the drawing when it is obviously
inadequate, without bringing this to the attention of the Landscape
Architect. This test shall be accomplished before any groundcover is
planted.
8. Upon completion of each phase of work, the entire system shall be
tested and adjusted to meet site requirements.
3.7 Maintenance:
A. The entire sprinkler irrigation system shall be under full automatic
operation for a period of seven days prior to any planting and for 90
days after inspection to begin maintenance period.
B. The Landscape Architect reserves the right to waive or shorten the
operation period.
3.8 Clean-up: Clean-up shall be made as each portion of work progresses.
Refuse and excess dirt shall be removed from the site. All walks and paving
shall be broomed or washed down, and any damage sustained on the worts
of others shall be repaired to original conditions.
3.9 Final Observation Prior to Acceptance:
A. The Contractor shall operate each system in its entirety for the
Landscape Architect at the time of final inspection. Any items deemed
not acceptable by the qualified observer shall be reworked to the
complete satisfaction of the Landscape Architect.
B. The Contractor shall show evidence to the Landscape Architect that
the Owner has received all accessories, charts, record drawings and
equipment as required before final observation can occur.
3.10 Observation Schedule:
A. Contractor shall be responsible for notifying the Landscape Architect in
advance for the following observations according to the time indicated:
1. Pre job conference - 7 days.
2. Pressure supply line installation and testing - 48 hours.
3. Automatic controller installation - 48 hours.
4. Control wire installation - 48 hours.
5. Lateral line and sprinkler installation - 48 hours.
6. Coverage test - 48 hours.
7. Observation to begin maintenance period - 7 days.
8. Final Observation - 7 days.
B. When observations have been conducted by other than the Landscape
Architect, show evidence of when & by whom these observations were made.
C. No observation will commence without record drawings. In the event the
Contractor calls for an observation without record drawings, without
completing previously noted corrections, or without preparing the system
for observation, he shall be responsible for reimbursing the Landscape
Architect at the rate per hour (portal to portal) plus transportation costs,
for the inconvenience. No further observations will be scheduled until
this charge has been paid.
END
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SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECT'S
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O \,AN D S C,4
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7-31-16
Renewal Date
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T,9TFOFCALIFOR
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy 8t Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy dt Partners, Inc.
DRAWING TITLE:
IRRIGATION
SPECIFICATIONS
DESIGNED SMP
DRAWN M. M.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
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JOB NO. 742039
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SCALE: 1 "=20'-0"
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SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
ND S C,4,0
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7-31-16
* Renewal Date
lo.oz-I<
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TF OF CAUf
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accompanying specifications
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Summers/Murphy & Partners,
Inc. and their use and publi-
cation shallbe restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
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SCALE: 1 "=20'-0"
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SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
ND S C,4,0
��k.� Ca.N,, Murphy Fqp0
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LU 4
7-31-16
* Renewal Date
lo.oz-I<
Date
TF OF CAUf
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shallbe restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
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DATE 10/02/2015
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SHEET NUMBER
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NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
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SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
o �p,NDSCAp�,
Murphy
1 7-31-16
Renewal Date
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10.02,.1
Date
TF OF CALIF
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy 8t Partners, Inc
DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
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SHEET NUMBER
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DATE 10/02/2015
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SHEET NUMBER
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v PODOCARPUS GRACILIOR 36"BOX M 3
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48" SOUTHERN LIVE OAK
ULMUS PARVIFOLIA 36"BOX M
NORTH os" CHINESE ELM
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
-'5 - /,�2
SCALE: 1 "=20'-0"
0 30 60 90 120
MEMO
SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\_PND SCAP
Murphy, Fq f,0,
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Signature
7-31-16
* Renewal Date
la•2• IS
J'Tq Date
TF CF CAL
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
PT=3
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DRAWN C.R.
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DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
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(PLANT QNTY FOR THIS SHEET ONLY)
WATER PLANT
NAME SIZE USAGE QNTY.
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TULIP TREE
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36"BOX L -
36"BOX M -
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36"BOX L 3
24"BOX -
36"BOX M 8
PISTACIA C. 'KEITH DAVEY 36"BOX L 4
FRUITLESS CHINESE PISTACHE 24"BOX -
QUERCUS VIRGINIANA 48"BOX M -
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA 36"BOX M 8
CHINESE ELM
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
�57/;j 00
SCALE: 1 11=20'-0"
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
NDSCAP
N,. Murphy, Fq,Q�
Signatu
7-31-16
* Renewal Date
10-z.jS
tp Date
qT£ CF CALIFO�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
PT=4
18 OF 34 =SHEETS
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DATE 10/02/2015
JOB NO. 742039
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DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
PT=4
18 OF 34 =SHEETS
KEY MAP TREE LEGEND (PLANT ONTY FOR THIS SHEET ONLY)
WATER PLANT
WHITE LANE
SYMBOL NAME SIZE USAGE QNTY.
r w LAGERSTROEMIA I. 'BILOXI' 36"BOX L 2
iy; 36 WHITE CRAPE MYRTLE
..... : 6 LIVERPOOL WAY
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-�W
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",. f �'�' ;g`j t 4° • 36° LARGE FLOWERED MAGNOLIA 24"BOX -
,K yF BUENA VISTA RD.
- ? 36"BOX L 3
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.,
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b4.. --1 PISTACIA C. 'KEITH DAVEY' 36"BOX L 3
�i4° X36° FRUITLESS CHINESE PISTACHE 24"BOX -
PARK SQUARE DRIVE
.CAMPUS PARK DRIVE QUERCUS VIRGINIANA 48"BOX M 2
WINDERMERE STREET 481, g1, SOUTHERN LIVE OAK
ULMUS PARVIFOLIA 36"BOX M -
NORTH o6" CHINESE ELM
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
NORTH
SCALE: 1 "=20'-0" -
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443-1446 FAX (949) 443.1631
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Signa re
7-31-16
Renewal Date
J'T Date
qTF OP CAL\f
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy dt Partners, Inc.
DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
PT=5
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DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
PT=5
19 OF 34 SHEETS
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SYMBOL NAME SIZE USAGE an�ir .
LAGERSTROEMIA I.'BILOXI' 36"BOX L
36"
WHITE CRAPE MYRTLE
LIVERPOOL WAY
ALLSTON WAY LIRIODENDRON TULIPIFERA 36"BOX M 3
36" TULIP TREE
MAGNOLIA G. 'LITTLE GEM' 36"BOX M -
+4" +6"
BUENA VISTA RD. LARGE FLOWERED MAGNOLIA 24"BOX -
d PINUS CANARIENSIS 36"BOX L -
24" 36" CANARY ISLAND PINE 24"BOX -
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36" FERN PINE
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SQUARE DRIVE 4"6" FRUITLESS CHINESE PISTACHE 24"BOX -
US PARK DRIVE QUERCUS VIRGINIANA 48"BOX M -
$ 8" SOUTHERN LIVE OAK
o ULMUS PARVIFOLIA 36"BOX M -
NORTH 36" CHINESE ELM
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
Idbk
SCALE: 1 "=20'-0"
0 30 60 90 120
MEN
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
Lp,N 1) S C,4,0
Murp/7
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7-31-16
* Renewal Date
lo- 2.1V
Date P
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These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy 8t Partners, Inc.
DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
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DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
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20 OF 34 SHEETS
M.A.TCHLINE: SEE SHEET PT -5
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TREE LEGEND (PLANT ONTY FOR THIS SHEET ONLY)
WATER PLANT
SYMBOL NAME SIZE USAGE QNTY.
LAGERSTROEMIA L 'BILOXI' 36"BOX L -
3s" WHITE CRAPE MYRTLE
LIVERPOOL WAY
ALLSTON WAY LIRIODENDRON TULIPIFERA 36"BOX M -
3s° TULIP TREE
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+
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SQUARE DRIVE
SUS PARK DRIVE QUERCUS VIRGINIANA 48"BOX M -
48" SOUTHERN LIVE OAK
ULMUS PARVIFOLIA 36"BOX M -
NORTH D CHINESE ELM
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
SCALE: 1 "=20'-0"
0 30 60 90 120
MEMO
SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\,N9 1) S CA p
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7-31-16
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accompanying specifications
are the exclusive property of
Summers/Murphy &. Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
PT=7
21 OF 34 SHEETS
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DATE 10/02/2015
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JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
PT=7
21 OF 34 SHEETS
411
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TREE LEGEND (PLANT QNTY FOR THIS SHEET ONLY)
SYMBOL NAME WATER PLANT
.SIZE USAGE QNTY.
35° LAGERSTROEMIA I. 'BILOXI' 36"BOX L -
LIVERPOOL WAY
WHITE CRAPE MYRTLE
ALLSTON WAY LIRIODENDRON TULIPIFERA 36"BOX M -
36" TULIP TREE
+ + MAGNOLIA G. 'LITTLE GEM' .36"BOX M -
BUENA VISTA RD.
24" 36" LARGE FLOWERED MAGNOLIA 24"BOX 1
d PINUS CANARIENSIS 36"BOX L -
z4 36' CANARY ISLAND PINE 24"BOX 2
PODOCARPUS GRACILIOR 36"BOX M
O6" FERN PINE
PISTACIA C. 'KEITH DAVEY 36"BOX L
SQUARE DRIVE
024- 36" FRUITLESS CHINESE PISTACHE 24"BOX 6
I
JS PARK DRIVE
QUERCUS VIRGINIANA 48"BOX M -
4a° SOUTHERN LIVE OAK
o ULMUS PARVIFOLIA 36"BOX M -
NORTH 36 CHINESE ELM
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
I
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
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NORTH
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0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
O SAN D S C,q pF
Murphy
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7-31-16
* Renewal Date
10.-&-
`J'T Date �P
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These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi.
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy dt Partners, Inc-
(D
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DRAWING TITLE:
TREE PLANTING
LAYOUT
DESIGNED SMP
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DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
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DATE 10/02/2015
JOB NO. 742039
CAD FILE PT.dwg
SHEET NUMBER
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22 OF 34 SHEETS
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LANDSCAPING PLANS BY SMP
LIVERPOOL WAY
ALLSTON WAY
BUENA VISTA RD.
SQUARE DRIVE
US PARK DRIVE
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NORTH
SHRUB & GROUNDCOVER LEGEND (PLANT QNTYFOR THIS SHEET ONLY)
SYMBOL
NAME
SIZE
WATER
USAGE
QNTY
CALLISTEMON 'LITTLE JOHN'
1. GAL
L
265
V
DWARF BOTTLEBRUSH
@36" O.C.
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DIETES IRDIOIDES
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FORNIGHT LILY
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DWARF INDIAN HAWTHORN
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FLOWER CARPET RED ROSE
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L
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0°0°0°0°°°°
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SYMBOL
NAME
SIZE
W
QNTY.
TURF SOD
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Q
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SHREDDED BARK MULCH
m
m
SYMBOL
3" DEEP - WESTERN RED CEDAR
VINE LEGEND
(PLANT QNTY FOR THIS SHEET ONLY)
SYMBOL
NAME
SIZE
WATER
USAGE
QNn
DISTICTUS BUCCINATORIA
5 GAL
M
-
BLOOD RED TRUMPET VINE
- ROSA BANKSIAE 5 GAL L 18
LADY BANKS ROSE
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
NORTH
SCALE: 1 "=20'-0"
0 30 60 90 120
PPP
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\_p,N D S C,q A
F
4. Murph1, q,A�
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cc
Signature
7-31-16
* Renewal Date
s�qT o�0 o e �\ *
F
OF CALIFQ�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
SHRUB PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PS.dwg
SHEET NUMBER
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LAYOUT
DESIGNED SMP
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CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PS.dwg
SHEET NUMBER
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23 OF 34 SHEETS
Spm 650,
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KEY MAP
4' WIDE D.G. PATH WHITE LANE STANDARD DETAIL L-12 (SEE SHEET PD -2) � � fA
REFER TO DETAIL A, SHEET PD -2 ' W
RED'
PATTERN STAMP - RUNNING BOND COBBLE
(CONSULTO.B. PARK & REC DEPT,.
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■_WW ■.■.VIN,
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SYMBOL NAME SIZE QNTv
TURFSOD SODDED
AG -1 - HYBRID BERMUDA
NO SHREDDED BARK MULCH
SYMBOL 3" DEEP - WESTERN RED CEDAR
VINE LEGEND (PLANT QNTY FOR THIS SHEET ONLY)
WATER SYMBOL NAME SIZE USAGE QNTY
DISTICTUS BUCCINATORIA 5 GAL M -
BLOOD RED TRUMPET VINE
- ROSA BA'NKSIAE 5 GAL L 6
LADY BANKS ROSE
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
\ I
7 5/x/00
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O \_p,NDSCA o
,:0. Murph1, qpC'
7-31-16
* Renewal Date
It!•Z•IS
Date
TF CF CALIFO�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
SHRUB & GROUNDCOVER LEGEND
(PLANT QNTYFOR
THIS SHEET
ONLY)
SYMBOL
NAME
SIZE
WATER
USAGE
QN7Y
U
o
CALLISTEMON'LITTLE JOHN'
1 GAL
L
439
DWARF BOTTLEBRUSH
@36" O.C.
Lu
LIVERPOOL WAY
Q
ALLSTON WAY
DIETES IRDIOIDES
5 GAL
L
-
W<
Q
FORNIGHT LILY
@42" O.C.
VI
U
HEMEROCALLIS SPP.
1 GAL
M
-
BUENA VISTA RD.
RED DAYLILY
@36° O.C.
�
W
D
®
LANTANA M. 'WHITE LIGHTNIN'
1 GAL
L
103
TRAILING WHITE LANTANA
@48" O.C.
oLU
0
MYOPORUM PARVIFOLIUM
1 GAL
L
-
TRAILING MYOPORUM
@54" O.C.
U)
NANDINA D. 'MOON BAY
1 GAL
L
-
V
������
HEAVENLY BAMBOO
@36" O.C.
Q
SQUARE DRIVE
O
US PARK DRIVE
NERIUM O. 'LITTLE RED'
5 GAL
L
DWARF OLEANDER
@42" O.C.
Q
0000po
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RHAPHIOLEPIS I. 'BALLERINA'
1 GAL
M
-
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DWARF INDIAN HAWTHORN
@36" O.C.
d
f -
NORTH
®
RHAPHIOLEPIS I. 'JACK EVANS'
5 GAL
M
42
J
W
INDIAN HAWTHORN
@48" O.C.
W
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ROSA FLORIBUNDA'ICEBERG'
1 GAL
M
266
O
0_1'eJ
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@36" O.C.
Q
W
�j
ROSA x 'NOARE'
1 GAL
M
33
FLOWER CARPET RED ROSE
@36" O.C.
ROSMARINUS O. 'PROSTRATUS'
1. GAL
L
-
TRAILING ROSEMARY
@48" O.C.
ROS MAR I N US O. 'TUSCAN BLUE'
5 GAL
L
-
°°°°°°°
TUSCAN BLUE ROSEMARY
@48" O.C.
SYMBOL NAME SIZE QNTv
TURFSOD SODDED
AG -1 - HYBRID BERMUDA
NO SHREDDED BARK MULCH
SYMBOL 3" DEEP - WESTERN RED CEDAR
VINE LEGEND (PLANT QNTY FOR THIS SHEET ONLY)
WATER SYMBOL NAME SIZE USAGE QNTY
DISTICTUS BUCCINATORIA 5 GAL M -
BLOOD RED TRUMPET VINE
- ROSA BA'NKSIAE 5 GAL L 6
LADY BANKS ROSE
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
\ I
7 5/x/00
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O \_p,NDSCA o
,:0. Murph1, qpC'
7-31-16
* Renewal Date
It!•Z•IS
Date
TF CF CALIFO�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
SHRUB PLANTING
LAYOUT
DESIGNED SMP
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DATE 10/02/2015
JOB NO. 742039
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SHRUB & GROUNDCOVER LEGEND (PLANT QNTY FOR THIS SHEET ONLY)
WATER PLANT
SYMBOL NAME SIZE USAGE QNTY.
CALLISTEMON'LITTLE JOHN' 1 GAL L -
DWARF BOTTLEBRUSH @36" O.C.
DIETES IRDIOIDES 5 GAL L -
FORNIGHT LILY @42" O C
X119111
SYMBOL
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SYMBOL
VINE LEGEND
SYMBOL
ROSMARINUS O. 'TUSCAN BLUE' 5 GAL L
TUSCAN (BLUE ROSEMARY @48" O.C.
NAME SIZE
TURFSOD SODDED
AG -1 - HYBRID BERMUDA
SHREDDED BARK MULCH
3" DEEP - WESTERN RED CEDAR
NAME
DISTICTUS BUCCINATORIA
BLOOD RED TRUMPET VINE
- ROSA BANKSIAE
LADY BANKS ROSE
PLANT
QNTY.
(PLANT QNTY FOR THIS SHEET ONLY)
WATER PLANT
S17F iicersrz ntiTV
5 GAL M -
5 GAL L 7
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
�1
SCALE: 1 "=20'-0"
0 30 60 90 120
-.
SUMMERSNUIRPHY 8a PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O ,,p,N D S C,q pF
Murphy �qf,
do �y
7-31-16
-K Renewal Da e
Date �Q'
ATF CF CALIF�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy- & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
L
HEMEROCALLIS SPP.
1 GAL
M 84
RED DAYLILY
@36" O.C.
LANTANA M. 'WHITE LIGHTNIN'
1 GAL
L 270
TRAILING WHITE LANTANA
@48" O.C.
MYOPORUM PARVIFOLIUM
1 GAL
L 36
TRAILING MYOPORUM
@54" O.C.
NANDINA D. 'MOON BAY
1 GAL
L -
HEAVENLY BAMBOO
@36" O.C.
_
NERIUM O. 'LITTLE RED'
5 GAL
L -
DWARF OLEANDER
@42" O.C.
RHAPHIOLEPIS I. 'BALLERINA'
1 GAL
M -
DWARF INDIAN HAWTHORN
@36" O.C.
M
RHAPHIOLEPIS I. 'JACK EVANS'
5 GAL
M -
INDIAN HAWTHORN
@48" O.C.
ROSA FLORIBUNDA'ICEBERG'
1 GAL
M 102
WHITE ICEBERG ROSE
@36" O.C.
ROSA x'NOARE'
1 GAL
M -
FLOWER CARPET RED ROSE
@36" O.C.
I..L
ROSMARINUS O. 'PROSTRATUS'
1 GAL
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TRAILING ROSEMARY
@48" O.C.
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NAME SIZE
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SHREDDED BARK MULCH
3" DEEP - WESTERN RED CEDAR
NAME
DISTICTUS BUCCINATORIA
BLOOD RED TRUMPET VINE
- ROSA BANKSIAE
LADY BANKS ROSE
PLANT
QNTY.
(PLANT QNTY FOR THIS SHEET ONLY)
WATER PLANT
S17F iicersrz ntiTV
5 GAL M -
5 GAL L 7
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
�1
SCALE: 1 "=20'-0"
0 30 60 90 120
-.
SUMMERSNUIRPHY 8a PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O ,,p,N D S C,q pF
Murphy �qf,
do �y
7-31-16
-K Renewal Da e
Date �Q'
ATF CF CALIF�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy- & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
SHRUB PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PS.dwg
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SHRUB & GROUNDCOVER LEGEND (PLANT QNTY FOR THIS SHEET ONLY)
WATER SYMBOL NAME SIZE USAGE QNTY
CALLISTEMON'LITTLE JOHN' 1 GAL L 314
LIVERPOOL WAY DWARF BOTTLEBRUSH @36" O.C.
ALLSTON WAY DIETES IRDIOIDES 5 GAL L -
FORNIGHT LILY @42" O.C.
HEMEROCALLIS SPP. 1 GAL M 8
BUENA VISTA RD. RED DAYLILY @36" O.C.
® LANTANA M. 'WHITE LIGHTNIN' 1 GAL L -
TRAILING WHITE LANTANA 0_48" O.C.
MYOPORUM PARVIFOLIUM 1 GAL L 119
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NANDINA D. 'MOON BAY 1 GAL L 63
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�DOpp� RHAPHIOLEPIS L 'BALLERINA' 1 GAL M 36
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® RHAPHIOLEPIS I. 'JACK EVANS' 5 GAL M -
INDIAN HAWTHORN @48" O.C.
ROSA FLORIBUNDA'ICEBERG' 1 GAL M -
WHITE ICEBERG ROSE @36" O.C.
ROSA x'NOARE' 1 GAL M 86
FLOWER CARPET RED ROSE @36" O.C.
ROSMARINUS O. 'PROSTRATUS' 1 GAL L 163
TRAILING ROSEMARY @48" O.C.
°°° ROSMAR I N US O. 'TUSCAN BLUE' 5 GAL L 52
°
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SYMBOL NAME SIZE QNTY
TURF SOD SODDED
AG -1 - HYBRID BERMUDA
NO SHREDDED BARK MULCH
SYMBOL 3" DEEP - WESTERN RED CEDAR
VINE LEGEND (PLANT QNTY FOR THIS SHEET ONLY)
WATER SYMBOL NAME SIZE USAGE QNTY
DISTICTUS BUCCINATORIA 5 GAL M -'
BLOOD RED TRUMPET VINE
- ROSA BANKSIAE 5 GAL L 11
LADY BANKS ROSE
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
\I
SCALE: 1 "=20'-0"
0 30 60 90 120
� ■
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MESO
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
� \,NNDSCAp�,
� GM. Murphy
7-31-16
* Renewal Date
I0•z•Is
Date
TFCF CALIFQ�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
SHRUB PLANTING
LAYOUT
DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
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SHEET NUMBER
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NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
\I
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
A.AN D S CA p
N,, Murphy Fq,(,c
Signature
7-31-16
* Renewal Date
10 .2,
Date
lF
OF CALif
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy dt Partners, Inc.U.LIJ
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DRAWING TITLE:
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DRAWN C.R.
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SYMBOL
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SIZE
WATER
USAGE
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CALLISTE MON 'LITTLE JOHN'
1 GAL
L
31
DWARF BOTTLEBRUSH
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LIVERPOOL WAY
ALLSTON WAY
DIETES IRDIOIDES
5 GAL
L
42
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@42" O.C.
HEMEROCALLIS SPP.
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@36" O.C.
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SYMBOL
NAME
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QNTY
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NO
SHREDDED BARK MULCH
SYMBOL
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VINE LEGEND
(PLANT QNTY FOR THIS SHEET ONLY)
SYMBOL
NAME
SIZE
WATER
USAGE
QNTY
DISTICTUS BUCCINATORIA
5 GAL
M
-
BLOOD RED TRUMPET VINE
-
ROSA BANKSIAE
5 GAL
L
6
LADY BANKS ROSE
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
\I
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY do PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
A.AN D S CA p
N,, Murphy Fq,(,c
Signature
7-31-16
* Renewal Date
10 .2,
Date
lF
OF CALif
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy dt Partners, Inc.U.LIJ
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LIVERPOOL WAY
ALLSTON WAY DIETES IRDIOIDES 5 GAL L -
FORNIGHT LILY @42" O.C.
HEMEROCALLIS SPP. 1 GAL M -
BUENA VISTA RD. RED DAYLILY @36" O.C.
LANTANA 'M. 'WHITE LIGHTNIN' 1 GAL L -
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ROSA x 'NOARE' 1 GAL M 91
FLOWER CARPET RED ROSE @36" O.C.
ROSMARINUS O.'PROSTRATUS' 1 GAL L -
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WATER PLANT
SYMBOL NAME SIZE USAGE QNTY.
DISTICTUS BUCCINATORIA 5 GAL M -
BLOOD RED TRUMPET VINE
- ROSA BANKSIAE 5 GAL L -
LADY BANKS ROSE
NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
'I
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SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
�pN D S C,q,o
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Signature
7-31-16
Renewal Dat
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These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy dt Partners, Inc.
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CAD FILE PS.dwg
SHEET NUMBER
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LIVERPOOL WAY
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SHRUB & GROUNDCOVER LEGEND
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NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
IDU
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O Vp,NDSCApF
M, Murphy -q,A
-
Cif a n
Signature
7-31-16
* Renewal Da e
Date �P
ATF CF CALIFQ��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.CIOrn 0U_ LO cr-
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DRAWING TITLE:
SHRUB PLANTING
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DESIGNED SMP
DRAWN C.R.
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PS.dwg
SHEET NUMBER
PS=7
29 OF 34 SHEETS
CALLISTEMON 'LITTLE JOHN'
1 GAL
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@36" O.C.
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NOTES:
A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (PORTER & ASSOCIATES) FOR
SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION
RECOMMENDATIONS.
B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR
EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES.
C. MOW RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL L-12 (SEE SHEET PD -2)
SDL= SIGHT DISTANCE LINE
SIGHT DISTANCE LINES HAVE BEEN CALCULATED AND GRAPHICALLY
REPRESENTED AS INDICATED ON THE CITY OF BAKERSFIELD STANDARD DETAIL
T-11 'SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS'.
IDU
SCALE: 1 "=20'-0"
0 30 60 90 120
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
O Vp,NDSCApF
M, Murphy -q,A
-
Cif a n
Signature
7-31-16
* Renewal Da e
Date �P
ATF CF CALIFQ��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.CIOrn 0U_ LO cr-
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SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
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cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy 8t Partners, Inc.
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MEMO
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
NDSCgp
Murphy Fq��
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JKI Renewal Dat
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Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy 8t Partners, Inc.
DRAWING TITLE:
SHRUB PLANTING
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DATE 10/02/2015
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WITH FILTER FABRIC..
8
I I III III III 8. ROOTBALL
i
iv I I II I I=I I=I -
10 10. 4 DIA. VERTICAL PERFORATED
-i i I -I
' NOTES:
I I I III I-
2X ROOTBALL DIA. DRAIN PIPE. CONNECT TO PIPE AT
9 9. NATIVE SUBGRADE
-I -I
FOR PLANTING, REFER TO TREE
BASEOF PIT AND CAP AT SURFACE.
2x ROOTBALL DIA.
4 PLANTING DETAIL. FOR STAKING, REFER
SURROUND PIPE WITH FILTER
T-mc0
TO TREE STAKING DETAIL.
SECTION VIEW FABRIC.
SECTION VIEW
NOT TO SCALE 11. 2" LAYER OF MULCH
NOT TO SCALE
5
SECTION VIEW FOR 36" BOX TREES AND LARGER
SCALE: 1/2" = 1'-0"
G
TREE GUYING
D
TREE PLANTING SCALE: NOTED
A
SHRUB PLANTING NOT TO SCALE
O
5' 5'
TREE
PREVAILING
L�7 TRUNKzo
-�
PLANTER
WIND 12„ 12 1
ROOT
PLANPLANTING
TABLET SCHEDULE
CONTROL
BARRIER
LEGEND
GRO-POWER PLANTING TABLETS FOR CONTAINER -GROWN PLANTS
Z
o
PLAN VIEW SIDEWALK
1. 'CINCH -TIE' BY V.I.T. CO. (619) 673-1760
1 GALLON CONTAINER RECEIVES 2-3 TABLETS
NOT TO SCALE
2. LODGEPOLE PINE STAKE COPPER NAPHTHENATE
. . . . .. .. .. .
CURB
1 IMPREGNATED. 2-1/2" DIA. x 12' LONG FOR 24" BOX
3 GALLON CONTAINER RECEIVES . ......... .3-6 TABLETS
LEGEND
-- AND SMALLER.
•
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2 3. 12" DIA. MINIMUM, 2" THICK MULCH RING AROUND
5 GALLON CONTAINER RECEIVES . . . . .. .. .. . 6-9 TABLETS
1. CONCRETE PAVING - REFER TO
BASE AT TURF AREAS
7 GALLON CONTAINER RECEIVES 8-10 TABLETS
PLANS
i1 3 4. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE
. . . . . . . . .
2. ONE PIECE, MOLDED AND
5. 3" HIGH WATER BASIN - SEE SPECS
10 GALLON CONTAINER RECEIVES . ......... .10-12 TABLETS
RIBBED ROOT BARRIER.
FINISH GRADE
15 GALLON CONTAINER RECEIVES 12-15 TABLETS
RIBS TO BE A MINIMUM OF 1/8"
46.
7. PLANTING TABLET - SEE SCHEDULE FOR QTY.
. . . . . . .. ..
WIDE x 1/2" DEEP, AND FACING
-' 8. BACKFILL MIX - SEE SOILS REPORT
20"-24" BOX RECEIVES .. .. .. .. .. .. .. .. .. .14-16 TABLETS
THE TREE. ROOT BARRIER TO
5 9. ROOTBALL
30" BOX RECEIVES 16-18 TABLETS
1 BE MADE OF POLYETHYLENE
�
w 6 10. NATIVE SUBGRADE
PLASTIC W/ULTRAVIOLET
36" BOX RECEIVES . ............ ....... .18-20 TABLETS
2 INHIBITORS, .085" THICK MIN. 24"
_ NOTE:
42" BOX RECEIVES . ............ ....... . 20-22 TABLETS
DEEP x 10' LONG (5' EACH SIDE��
OF TRUNK) INSTALL WITH TREES
_
I I I=� I I MIN. TWO TIES (TOP & BOTTOM)
I= 7
_j, I = REQUIRED. USE THIRD TIE WHEN
��
48 BOX RECEIVES . . . . . .. .. .. .. . . . . . . . .22-24 TABLETS
� -- 6' FROM ANY HARDSCAPE.REFER
w
Q I=
= NECESSARY TO HOLD TREE IN
60" BOX RECEIVES . ............ ....... 32-36 TABLETS
W �j -_ TO PLAN ABOVE.
Q I 3 3. ROOT BALL
� 8
w=III= - UPRIGHT POSITION. TIES TO BE
.
-
-I I =
SECURED TO AVOID SLIPPAGE
9
LARGER SIZES: FOR EACH 1/2" CALIPER USE: 3-4 TABLETS
N p 4. AMENDED BACKFILL MIX
4
I = (WRAP STAKE TO FORM
III I I
5. NATIVE SUBGRADE
_ -I -
I I FIGURE EIGHT. NAIL W/ (1)
SOD LAWN
=I I I I III=I I= I NOTES:
5
=I I I-. 10 GALV NAIL THROUGH EACH
- FOR PLANTING, REFER TO TREE PLANTING
-III III=III I I
SECTION VIEW TIE INTO POLE.
SOD LAWN SHALL BE MARATHON IIE TURF TYPE DWARF FESCUE.
SECTION VIEW DETAIL. FOR STAKING, REFER TO TREE
SCALE: 1/2" = 1'-0" 2x ROOTBALL DIA. STAKING DETAIL.
SCALE: 1/2" - 1'-0"
2x ROOTBALL DIA. FOR 24" BOX TREES OR SMALLER
AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585.
SOILS REPORT
E
ROOT CONTROL BARRIER SCALE: 1i2"= V-0"
B
DOUBLE STAKED TREE PLANTING SCALE: 1/2"= V-0"
AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC
SOILS REPORT SHALL BE PREPARED BY THE OWNER AND
FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS
1
FROM SUCH REPORT SHALL BE INCORPORATED BY THE
AG9-4 ARBORGARD+ TREE TRUNK PROTECTOR
CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS.
o , . 2
SOIL MIXTURE
SPECIFIED ARBORGARD IS A TREE TRUNK PROTECTOR TO PREVENT DAMAGE BY STRING
TRIMMERS, LAWN MOWERS AND RODENTS. SINGLE PROTECTOR FITS TRUNKS UP TO 4" IN
SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD
DIAMETER, JOIN TWO TOGETHER FOR LARGER TREES.
+ + + + + + + + + + + + + + + + 3
� + + + + + + + + + + + + + + + + + +
BE PROVIDED FOR BID PURPOSES ONLY.
A. MATERIALS
+ + + + + + + + + + + + + + + + +
SOILS ANALYSIS
THE CONTRACTOR SHALL FURNISH AND INSTALL TRUNK PROTECTORS AS SPECIFIED. THE
- = = = - = - - - = = = - - = = = 4
TRUNK PROTECTOR SHALL BE EITHER PRODUCT # AG 9-4 AS MANUFACTURED BY DEEP ROOT
LEGEND
SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD
PARTNERS, L.P., 81 LANGTON STREET, SUITE 4, SAN FRANCISCO, CA 94103 (800-458-7668), OR
INCLUDE THE FOLLOWING:
APPROVED EQUAL. THE PROTECTOR SHALL BE RECYCLABLE POLYETHYLENE WITH A 0.060"
1. GROUNDCOVER FROM FLAT
SOIL TEXTURE
(1.52 MM) WALL THICKNESS. U.S. DESIGN PATENT # 329,296
2. 2" DEEP MULCH
PERCENTAGE OF ORGANIC MATTER
3. FINISH GRADE
SOIL INFILTRATION RATE (MEASURED OR DERIVED
B. INSTALLATION
4. PREPARED BACKFILL (SEE SPECIFICATIONS FOR TYPE AND DEPTH)
FROM SOIL TEXTURE /INFILTRATION RATE TABLES}
1. SAPLING TREES: UNCOIL A SINGLE ARBORGARD+ AND PLACE AROUND BASE OF TREE.
EDGE OF PAVING, SIDEWALK, WALL, OR CURB
PH AND TOTAL SOLUBLE SALTS
FOR COMPLETE PROTECTION BE SURE FLARED END IS TOUCHING THE GROUND.
o
ORGANIC TOP DRESSING
IOOOOD
IOOOOU
ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP
'FOREST
IOOOOD
D/ \D
DRESSING FLOOR', 0%2" CUT.
- SHRUB AREAS TO RECEIVE: 3" LAYER MINIMUM
2 MATURE TREES: TO COUPLE TWO OR MORE ARBORGARD+ TOGETHER PUSH THE TABS
-4D 0
- GROUNDCOVER AREAS TO RECEIVE: 1 1/2" LAYER MINIMUM
THROUGH THE SECOND ARBORGARD+ FROM THE INSIDE SO THE TABS SHOW ON THE
D
OUTSIDE AS ILLUSTRATED.
- SUBMIT SAMPLES TO CITY OF BAKERSFIELD FOR APPROVAL
AVAILABLE FROM:
00000 00000
•
AGUINAGA FERTILIZER
00000 0000
0
NOTES: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN
(949) 786-9558
- D - AS NOTED ON PLAN.
F ARBOR GUARD
C GROUNDCOVER PLANTING
H
PLANT TABLET SCHEDULE & NOTES
r
SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
CPN) S C,q p
W Murphy Fq�4L
,�
Signature
7-31-16
* Renewal Date
Date
TF OF CA1Ufr
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
PLANTING
DETAILS
DESIGNED SMP
DRAWN SMP
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PD.dwg
SHEET NUMBER
PD=1
31 OF 34 --SHEETS
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PLANTING
DETAILS
DESIGNED SMP
DRAWN SMP
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PD.dwg
SHEET NUMBER
PD=1
31 OF 34 --SHEETS
MEN
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\,p,N D S CA p
M, Murp/h? Fq pc
Cli
7-31-16
Renewal Date
4K J0. 01'. IS' �F
tp Date �P
ATF CF CAUFDO�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc, and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
LEGEND
MNOTM AREA 11THIN M IAN AC.GI FTABLI!
rOK LANCe4,AI'IN& (SIEE V TAIL. !2F MCKNAN
1. 1.5" SHRUB AREA/ 2" TURF 2
I ANT 0r PLANTIM AREW. AR AS OUTSIM
AREA
"I'HME LIMI•r5 S TALL 59 ENTIRZLY SUPWAGIV+
MA40M ARTMIAL i4ITH APF Ie HARE? SURPAGI! TRZATME'.NT. Lee
1
OR C4TOR Or- TRIMS OR arHER FEATURES MAY SE LIMITED
�
2. 1/4" RADIUS NOSE, TYP.
Me To SI&4T LINE RESTRICTIONS.
LIjr
50, MINIMUM
3.CONCRETE MOW CURB W/MEDIUM
!�
BROOM FINISH, di.I23'MIN
X-
a.'
SCORE JOINTS @ 5' O.C. AND_EXPANSION
M
JOINTS @ 20' O.C. I I=III=I I= I �;',
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4. #3 REBAR CONTINUOUS
Y
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5. FINISH FINISH GRADE
1 I -III -III- I -III-III-III-III-I I -III -III- I
LANDSC, ZINC LIMITS HITHIN MEt! IAN!
O�
two
s. COMPACTED suBGRADE -PER -1 11-III=III=1 I=I I I=I I I=I I M I I -I I I I=I I I
3
GEOTECHNICAL REPORT —I (I—III III—III-I I—III (� I -I I- 3
RECOMMENDATIONS =i l I=1 I=III=III=III=III=III
MOH RAMP, � •rAI wIT�IIN HAR I.5 MIN
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ELEVATION VIEW
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MIN 5>' MIN. 'r SEE N07V g)
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SCALE: 3" = V-0"31
W
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/k 5-1 I'M1111 ZONES C'_j ZONE Ce
00
Lo
HARD SURIF-ACE TREATMENT: 1DENOTES
O
5096 MIK. PLANTER AREA ACCEPTABLE HAR >
m
*75% MAX. PLANTER AREA SURrACE TREATMENT
AS APPR0\/EV E3`(
RECREATION
25 TAIL OFM5.0iA R ApIRE� Q
I. A I5 MIN. BORDER. OF HARD SURFACE TREATMENT 15 REQUIRED ADJACENT TO THE BACK OF CM THROLOHOUT ZONE B.
E
B
CONCRETE MOW CURB SCALE: 3"=V-0�"
2. H -CRE 1171 15 LESS THAN 12.5" MEAD FROM IL TO rL (6' PLANTER HIDTH) HARD SURFACE TREATMENT ONLY REWIRED.
a
5. HARD SURFACE TREATMENT ONLY MUST BE INSTALLED KEN THE MINIMUM HIM DOES NOT OCCUR FOR 50 CONSECUTIVE FEET.
4. NO SHRUBS HILL 5E ALLOHM IN PLANTER AREA HITHOUT PRIOR APPROVAL, OF RECREATION AND PARKS DIRECTOR.
O
5. STAMFM7 CONCRETE INSTALLATION SHALL BE TO "BOMANITE" SPECIFICATIONS OR APPROVED EQUAL..
b. "SPRAY HEAD" TYPE IRRIGATION REQUIRES THE 15HARD SURFACE TREATMENT ALONG THE PERIMETER OF THE PLANTER TO BE
SLOPED INHARD TOWARD THE PLANTER AT 2%,
W
7. TMER HEAD" TYPE IRRI&ATTON 15 ENCC RAGED. HOr^ILIIER" HHS STREET ff. ORAt7L~5 EXCEED 2% FALL, "SPI:AY HEAD" TYPE
IRRIGATION 15 REWIRED,
6. COLOR OF CONCRETE OR OTHER HARD SURFACE TREATMENT SHALL BE DETERMINED IN CONWATION HM4 THE RECREATION AND
U
PARIS DIRECTOR
Z
q. ALLOHABLE SHAPE OF LANDSCAPED PLANTER. AREAS CAN BE FREE FORM AND 15 NOT LIMITED TO RECTANGULAR
o
E-
OR CIRCULAR CONFIGURATIONS AS LONG AS CONTAINMENT OF OVERW-AD IRFJOATION 15 ACHIEVED.
Q
10. INSTALL MOHM RAMP AT ALL MEDIAN BREAK54MRITTRADLY AT LEFT TURN POCKETS ADJACENT TO LAM AREAS)
Q
11. COMPACT 0.5' (150mm) BASE TO 40% RELATIVE DENSITY BELOW ALL HA APE.
W
12. MOH RAMP REQUIRED ON ALL ENt75 OF MEDIAI,6 (2 MOW RAMPS PER ISLAND)
•
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1/4" PER 'FT I/4" PER Pi I/4" l� FT I/4" PER FT
2'
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SECTION A -A 5EC.,T'I®N C. -C
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MON RAMP NO PLANTER PLANTER $ TURF AREA
CITY OFBA_,rr7-..,_Er7RSFIELD REVISIONS
DETAIL FOR
LANDSCAPE LIMITS. WITHIN MEDIANS
STANDARD
PLAN NO.
SHT ..12 _ OF .__-14_ AT')''itOVED RCE XXXX . DATE L-12
F
C
L12 CITY STANDARD LANDSCAPE MEDIAN DETAIL SCALE: N.T.S.
LEGEND
1. ADJACENT CONCRETE SIDEWALK 4. COMPACTED SUB -GRADE -PER GEOTECH
2. DECOMPOSED GRANITE PAVING REPORT RECOMMENDATIONS
COLOR: 'AUTUMN GOLD' (STABILIZED) 5. FINISH GRADE, TYP.
AVAIL. BY: www.tristatematerials.com
3. CONCRETE MOW CURB -REFER TO DETAIL,
THIS SHEET
2
61141 1
5 D.G. TRAIL
-------------
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3 �,II
4
SECTION VIEW
SCALE: 1-1/2" = V-0"
D
A
141 WIDE DECOMPOSED GRANITE PATH SCALE: 1-1/2"=1'-0"
G
MEN
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\,p,N D S CA p
M, Murp/h? Fq pc
Cli
7-31-16
Renewal Date
4K J0. 01'. IS' �F
tp Date �P
ATF CF CAUFDO�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc, and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
DRAWING TITLE:
CONSTRUCTION
DETAILS
DESIGNED SMP
DRAWN SMP
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PD.dwg
SHEET NUMBER
PD=2
32 OF 34 SHEETS
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DRAWING TITLE:
CONSTRUCTION
DETAILS
DESIGNED SMP
DRAWN SMP
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PD.dwg
SHEET NUMBER
PD=2
32 OF 34 SHEETS
GENERAL SITE PLANTING
The Owner shall have a soil analysis made after completion of the rough
grading. The Contractor shall incorporate all soil amendments and fertilizers
prescribed herein. The soil preparation specified below shall be adjusted
according to the analysis, after approval from landscape architect.
A. Weed Control for Lawn, Shrub $ Ground Cover Areas (Except Slopes)
I. Remove all existing weeds from surface. Remove all roots of Bermuda -
Johnson Grass, etc. and dispose of off site.
2. Install irrigation.
3. Fertilize all shrub/ground cover areas. Apply 10 lbs. of 16-20-0
commercial fertilizer per 1,000 sq. ft. or as directed by soils report.
4. Water all shrub/ground cover areas for three (5) weeks to germinate
weed seeds. Apply water at low rate to avoid erosion.
5. Licensed applicator shall apply systemic weed killer to all planting areas per
manufacturer's specifications.
B. Soil Preparation 4 Finish Grading
I. Rough grade: Site to be received by Landscape Contractor to within
1/10 foot plus or minus by owner based upon Civil Engineer's grading plan.
2. Finish grade: Finish grading to consist of grading, raking and hand work
necessary to achieve desired contour and flow line patterns, based
upon Civil Engineer's plans, resulting in evenly finished surfaces free of
debris and litter.
5. Spread over all fawn, shrub and ground cover areas, amendments and
fertilizer prescribed in soils report. Thoroughly mix into soil to depth
to of 6" or more'and fine grade. Shape mounds as shown on plans.
Contractor to import soil necessary to attain design grades and berms,
all import soil shall be free of weeds, debris, and have balanced Ph.
Smooth and even' grading without depressions or high spots, to provide
smooth and even surfaces for proper drainage. Final grade shall be
I" below walk/top' of curb. Remove from the site all stones over 2" in
size.
G. Planting
Plant trees, shrubs drd ground cover as called for where indicated on
Planting Plan and as detailed on Planting Detail sheet.
Substitutions of plants will not be acre ted unless approved b Landsca e
p pp y p
Architect.
I. Ground Cover - Flats and/or Cuttings
All plant materials specified as rooted cuttings or flat stock on Planting
Plan shall remain !in the f lots until time of transplanting. The f lot soil
shall contain sufficient moisture so that soil does not fall apart when
lifting plant from 'Flat. Ground cover plants shall not allowed to dry out
before or while being planted. Roots shall not be exposed to the air
except while act6olly being planted. Wilted plants will not be accepted.
At the time of pI61 nting, the soil around each plant shall be firmed
sufficiently to force out air pockets. Plants to be planted in triangular
spacing as specified O.G. (On Center). All cuttings shall be minimum of
6" long. Install plants in 6" X 6" planting pits. Water immediately after
each planting unti'I one inch of water penetration is obtained. Gare
shall be exercised at all times to protect the plants after planting. Any
damage to plants by trampling or other operations of this contract shall
be repaired immediately.
2. Shrub $ Trees
Plant all container -grown plants in planting pits, two (2) times wider and
two (2) times deeper than the container, as directed on Planting Detail
sheet. Thoroughly mix 1/3 organic backfill (Nitrolized Redwood Shavings
or equal) and the amendments specified in the soils analysis with the
site soil, prior to backfilling of planting pits. Install Plant Tablets, per
the manufacturer's instructions and as detailed on Planting Detail Sheet.
Contractor shall construct basins around all trees not in lawn areas;
basins shall not exceed top of root ball crown.
3. Top Dressing
Top dress all ground cover and shrub areas with 5" thick layer of
shredded wood mulch to be specified on all planting plans.
4. Staking
Stake all trees as detailed on Planting Detail Sheet.
E. Hydroseed Turf
Hydroseed all areas designated as 'Hydroseeded Turf'. See Planting
legend for type and duality of seed mix and the table below for fertilizer
and additional amendments.
I. Application
a. Equipment: Hydraulic equipment used for the application of the
fertilizer, seed, and fiber pulp, shall be of the 'Super Hydro -Seeder'
type as approved by the Landscape Architect. This equipment shall
have a built-in agitator system and operating capacity sufficient to
agitate, suspend, and homogeneously mix the slurry -The slurry distribution lines
shall be large enough to prevent stoppage and shall be equipped
with a set of hydraulic spray nozzles which shall place the slurry tank
and spray nozzle within sufficient proximity to be seeded.
b. Preparation: The slurry preparation shall take place at the site of
work and shall begin by adding water to the tank when the engine is
at half throttle. When the water level has reached the heights of the
agitator shaft, good circulation shall be established and at this time
the seed shall be added. Fertilizer shall then be added, followed by
fiber mulch. The fiber mulch shall be added to the mixture after the
seed and when the tank is at least one-third filled with water. All
fiber mulch shall be added by the time the tank is two-thirds to
three-fourths full. Spraying sha I I commence immediately when tank is
full.
c. Application: Apply hydro -mulch in the form of a slurry consisting of
wood cellulose fiber, seed, chemical additives, commercial fertilizer
and water. Refer to Stover Seed's specifications for slury mix components.
and ratios. When h draulicolly sprayed on the soil surface, the
hydromulching shalrfarm m a blotter -like ground cover impregnated
uniformly with seed and fertilizer and shall allow the absorption of
moisture and rain fall and percolation to the underlying soil. Remove
construction. Leave site broom -clean.
I. GENERAL SLOPE PLANTING
The Owner shall have a soil analysis made after completion of rough grading.
The Contractor shall incorporate all soil amendments and fertilizers
prescribed herein. The soil preparation specified below shall be adjusted
accordingly to the analysis after approval from the landscape architect.
A. Planting Preparation
I. Slope Texturing
a. Gut Slopes: These surfaces shall be roughened in a horizontal
direction following the contour of the slope. The roughened texture
shall be made by hand raking or similar mechanical means.
b. Fill Slopes: These surfaces shall be compacted and finished and
also roughened in a horizontal direction following the contour of the
slope. The roughened texture shall be made by hand raking or
similar mechanical means.
2. Weed Eradication Procedures
a. Manually remove all existing vegetation and dispose of it off-site.
b. Ferti I ize all planting areas with fertilizer based on Soil Labs
recommendations. (See Planting Detail Sheet). Add any and all soil
amendments as required, per the soil analysis. Begin watering
process to activate fertilizer and additive chemicals.
c. Water all planting areas thoroughly and continuously for a period of
two (2) consecutive weeks. The Landscape Architect shall approve
specific watering duration and frequency program designed to
germinate all residual weed seeds.
d. Discontinue watering process for two (2) days, then apply recommendation
by licensed applicator, if perennial weeds appear on the slopes.
If annual weeds appear use straight contact herbicide as per the pest
control advisor's recommendations. No water sha I I be applied for a
minimum of four (4) days f o I lowing application of contact weed killer.
e. Allow sufficient period of time to insure that all weeds are dead.
f. Water all planting areas thoroughly and continuously for a period of
three (3) weeks. A shorter watering period may be permissible at
the discretion of the Landscape Architect and/or the pest control
advisor. Discontinue the watering process for one (1) day prior to
the second application of the herbicide spraying. Re -apply the
spraying operation with a straight contact weed killer, as per the
pest control advisor's recommendations. Allow a minimum of four (4)
days without irrigation, for effective final weed kill.
g. Clear all desiccated weeds from the slopes to the finished grade.
h. Water all planting areas on the regular irrigation controller schedule
for three (5) consecutive days prior to the hydroseeding operation.
i. Then allow planting area soil surface to dry out for one (1) day only,
prior to the hydroseeding application. Gare must be taken not to
allow the soil surface to be super -saturated with water prior to the
hydroseeding installation. At the some time, the soil surface should
not be dry. There should be some residual moisture within the first
1/2" of soil surface.
j. Begin the hydroseeding operation in all areas, as specified.
3. Planting
Plant trees and shrubs as called out where indicated on Planting Plan
and as detailed on Planting Detail Sheet. Substitutions of plants will not
be accepted unless approved in writing by Landscape Architect: Install
planting tablets as called for in legend. Plant all container grown plants
in planting pits two (2) times wider and two (2) times deeper than the
container. Thoroughly mix the specified materials found in the soil
analysis and those specified in the Planting Detail sheet, with the site
soil, prior to backfilling of planting pits.
4. Planting Tablets (See Planting Detail Sheet)
B. Hydroseed natural area planting
I. Hydroseed Preperation
Follow the general slope planting preparation procedures listed on sheet
P5-1 Section II A -J
2. Hydroseed Process - Natural Area Slopes
Hydroseed all areas designated as 'Hydroseeded Natural Area'. See Planting
legend sheet for type and quality of seed mix and table below for fertilizer and additional
amendments.
a. Application: Follow the hydroseed turf process listed on Sheet P5 -I, Section I, E
and use the slurry mix specified below.
Hydroseed Slurry Mix - Desert
Sage
Scrub Mix
by 5$5 Seeds
Product
Application
Rate
• Promatrix BFM
•
2,000 -
3,500 lbs. / acre
• Hydropost Premium Compost
•
1,000 lbs. / acre
• Biosol Forte '7-2-1 Organic
Fertilizer
•
800 lbs.
/ acre
• AM 120 M corrhizal inoculum
•
60 lbs. /
acre
• Tri -C Souluble Humate
I Ib. / acre
• Seed Mix as perscirbed by
545 seeds
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443-1631
\_p,ND S CA p
Murphy
Signature
7-31-16
* Renewal Date
lv • ti • ►s
Date �P
ATF CF CALIFGR�
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.coLL
DRAWING TITLE:
PLANTING NOTES
& SPECIFICATIONS
DESIGNED SMP
DRAWN SMP
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PN.dwg
SHEET NUMBER
PN=1
33 OF 34 =SHEETS
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I. GENERAL NOTES
A. Glean -Up
I. After all installation operations have been completed, remove all
rubbish, excess soil, empty plant container and trash from the site daily.
All scars, ruts or other marks in the area caused by this work shall be
repaired and the ground left in a neat, orderly condition. Leave site in
broom -clean condition at the end of each working day. Hose down all
paved areas, including walks and patios, upon completion of all work.
B. General Maintenance
I. The Contractor shall maintain during installation a sufficient number of
men and adequate equipment to perform the work herein specified.
Plant maintenance work shall consist of applying water, weeding, caring
of plants, including ground covers, shrubs, vines and trees, edging and
mowing lawns, fertilizing, control of pests and diseases, and maintaining
walks free of debris and dirt. Upon completion of each area of
installation, the Contractor, Landscape Architect and Owner shall
conduct an inspection of completed area, along with the Owner's
maintenance representative. At this time, a list of corrections, if any,
shall be made which are the respons ibi I ity of the Contractor.
2. After all work has been completed, inspected and accepted, all areas
will be maintained for a period of three hundred and sixty (560) calendar days
or as long as is necessary to establish thriving trees, shrubs, turf, and ground cover
without bare spots.
3. Keep all areas weed -free, adectuately watered, and neatly cultivated
for the three hundred and sixty (560) day period. Remove all debris from site and keep
the entire site broom -clean. Mow turf areas weekly. Hydroseeded turf
areas shall be irrigated after the slurry mulch has been applied and
allowed to set for one (1) day. The soil surface must be kept moist at
all times during the germination period to avoid desiccation of seedlings.
4. Re -seed all bare spots in turf areas at two (2) week intervals and
maintain until an even stand of turf, without bare spots, is obtained.
Re -seed all slope areas that fail to germinate evenly. Repair all
eroded surfaces at no cost to the Owner.
5. Damage to any planted area shall be repaired immediately. Depressions
caused by vehicles or foot traffic shall be filled with topsoil, leveled
and replanted. Exterminate gophers, mopes and repair damage.
6. The project shall be so cared for that a neat, clean condition will be
presented at all times to the satisfaction of the Owner and Landscape
Architect. The Landscape Contractor shall be expected to make a
minimum of one weekly visit for maintenance purposes.
7. At the end of the maintenance period, all areas that have been planted
shall be fertilized with commercial fertilizer, analysis and rate of
application sha I I be per the soils report.
5. The Contractor shall request a final site visit seven (7) days prior to the
end of the maintenance period. This request shall be written and
directed to the Owner and the Landscape Architect. Upon written
acceptance of the project, the Gontractor shall be relieved of any
further maintenance.
G. Natural Area Hillside Maintenance
I.
The Gontractor shall maintain during installation a sufficient number of
men and ade uote e ui ment to perform the work herein specified.
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Plant maintenance work shall consist of applying water, weeding, caring
of plants, including ground covers, shrubs, vines and trees, edging and
.
mowing lawns, fertilizing, control of pests and diseases, and maintaining
walks free of debris and dirt. 50 days prior to completion of the specified
installation, Gontractor,
maintenaencperiod of each area of the Landscape Architect
h Ion with the Owner
and Owner, shall conduct an inspection of completed area, alone s
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maintenance representative. At this time, a list of corrections, if any,
shall be made which are the responsibility of the Gontractor.
,. 2.
Weed Control: After installation the natural area shall be monitored for a period of
r
three hundred and sixty (560) calendar days. During this period this area shall be
weeded once a week removin any plants not included in the seed mixture specified.
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All tools used for weeding should bclean and crew members shall be mindful of weeds
with mature seed pods to prevent the spread of weed seed. Herbicides shall be used
b direct application to the weed in order to revert die off of specified/ desired lants.
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3.
Trash Removal: All litter shall be removed from the the area and disposed
OF in an approved location and manner. litter removal shall occur once every week in the
three hundred and sixty (560) day maintenance period.
4.
Fuel Modification Zone Management:
:
Natural area shrubs within 200 feet of structures must be regularly maintained in order
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to meet the County of Riverside fuel modification standards.
5.
Hardscape Maintenance:
VI
The interceptor drain along the slope ridge shall be kept free of debris on a weekly basis
D. Guarantee
All turf, hand -planted and hydroseeded ground cover, and shrubs shall be
guaranteed to live and grow to a period of ninety (10) days after
installation and acceptance by the Owner. Trees shall be guaranteed for
one year. Any material that fails to grow through the specified maintenance
and guarantee period shall be replaced by the Contractor at no cost to
the Owner.
D. Observation
I. Observation visits specified herein shall be made by the Landscape
Architect or his representative. The Contractor shall request
Observation at least two (2) working days in advance of the time that the
observation is requested.
2. Observation visits are suggested for the following parts of the work:
a. Upon completion of grading and soil conditioning prior to planting.
b. When trees are spotted for planting, but before planting holes are
excavated.
c. Written acceptance of the project to release the Contractor from
further maintenance shall occur after Final Observation with the Owner
or his representative at the end of the maintenance period.
E. Verification of Dimensions
I. All scaled dimensions are approximate. Before proceeding with any work,
the Contractor shall carefully check and verify all dimensions and
quantities, and shall immediately notify the Landscape Architect of any
discrepancy between the drawings and/or specifications and actual
conditions. No work shall be done in any area where there is such a
discrepancy until approval for same has been given by the Landscape
Architect.
F. Utilities
I. The Contractor shall be responsible for verifying the location of all
underground utility lines prior to any construction, so that proper
precautions may be taken not to damage such lines and plant locations,
promptly notify the Landscape Architect who will arrange for relocations
of one or the other. Failure to follow this procedure places upon the
Contractor the responsibility for, at his own expense, making any and all
repairs for damages resulting from his work.
G. Existing Trees
I. Contractor is to insure the preservation of any existing trees on the site.
Damage or loss of these trees will result in replacement of equal size by
the Landscape Contractor.
H. See Planting Detail Sheet for additional notes.
IY. LANDSCAPE MAINTENANCE SCHEDULE
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SUMMERS/MURPHY & PARTNERS, INC.
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
\'p,N D S CA
Cj N,. Murph1,
y%
Signature
7-31-16
* Renewal Date
to • 2• is
J'� Date �P
�rF CF CAL,FG��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.LO0 to
DRAWING TITLE:
PLANTING NOTES
& SPECIFICATIONS
DESIGNED SMP
DRAWN SMP
CHECKED SMP
DATE 10/02/2015
JOB NO. 742039
CAD FILE PN.dwg
SHEET NUMBER
P N =2
�3_4 OF 34 SHEETS
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REVISIONS
REV, SHT, DESCRIFnON DATE BY
HITE LANE LANDSCAPING PLANS A
A. ... ....
Z\
12100 (HOOMAN MAINTAINED) A
A
ERSFIELD, CA
SUBMMID FOR APPROVAL DAM
APPROVED ....................... _. -
DA'M
OURT AT SEVEN OAKS (WEST MING) RR.EASED FOR BID DATE
CONSTRUCnON SET ISSUED DATE
r% A 11 A
GENERAL CITY OF urKERSFIELD NOTES CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS
NOTES: NOTES:
1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION,LANDSCAPE ARCHITECT OWNER
1 THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS,
THE CITY / COUNTY CONSTRUCTION INSPECTION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION STOCKDALE HWY.
DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. ......... . . ..................... .... SUMMERS MURPHY & PARTNERS WOODBRIDGE PACIFIC GROUP
ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
34197 COAST HIGHWAY, STE. 200 1518 MILL ROCK WAY, STE. 101
2. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED M AVE
TWO WORKING DAYS PRIOR TO CONSTRUCTION.
2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. DANA POINT, CA. 92629 BAKERSFIELD, CA. 93311
1-800-642-2"4 3, CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE NQ A'� PHONE 1949.443.1446 PHONE 1661.851.5005
GENERAL PROJECT NOTES: L1 A NEI I CONTACT I PAT MURPHY CONTACT I JEFF EITTREIM
ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO
CAL -OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK,
A. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CITY OF BAKERSFIELD STANDARDS 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR PROJEMCT SrIT
AND SPECIFICATIONS IN ACCORDANCE WITH CITY OF BAKERSFIELD LICENSING AGREEMENT WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND CIVIL ENGINEER
NO. 15-071, CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL PANAMA LANE ARCHITECT
UTILITIES TO START THE ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION. COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, >
rn
INCLUDING DELAYS.z HANNOUCHE ARCHITECTS PORTER AND ASSOCIATES, INC.
> M
B. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY
7P M_ M
STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 0 20250 ACACIA STREET, STE. 145 1200 21 ST STREET
5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT P
C. PRIOR TO START OF CONSTRUCTION, ALL UTILITY SERVICE METERS (WATER AND POWER) DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL N. T.` , NEWPORT BEACH, CA. 92660 BAKERSFIELD, CA. 93311
SHOULD BE INSTALLED AND FULLY OPERATIONAL. COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER PHONE 1949.261.2070 PHONE 1661.327.0362
D. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARK, 326-3354, AND PUBLIC (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK
WORKS, 326-3049, FOR AN ON-SITE PRE -CONSTRUCTION MEETING. RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES CONTACT I SAMIR HANNOUCHE CONTACT I FRED PORTER 11
E, CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE APPROPRIATE CITY INSPECTION HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE
OFFICIAL SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE SIGNATURE BLOCK
NO CASE LESS THAN: RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE.
1. AT THE START OF CONSTRUCTION LIGHTING ENGINEER STRUCTURAL ENGINEER
2, PRIOR TO ANY BACK FILLING 6. IRRIGATION DESIGN BY OTHERS
3. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST -INSTALLATION
MAINTENANCE, & DESIGNER'S CERTIFICATE CANDELA ENGINEERING, INC. ESI/FME, INC.
4, AT THE END OF POST INSTALLATION MAINTENANCE PERIOD FOR WRITTEN CITY
ACCEPTANCE. I hereby certify that plans and specifications comply with City of Bakersfield ordinances, standards and 25635 CALLE LA FUENTE 1800 E. 16TH STREET, STE. B
F. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST LEGEND: design criteria,, and that they include all improvement requirements of the Advisory Agency or other review SAN JUAN CAPISTRANO, CA. 92675 SANTA ANA, CA. 92701
INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR. board. I am responsible for all calculations and drawings on these plans and any errors, omissions or PHONE 1949.201.1333 PHONE 1714.835.2800 x1 07
G. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE CITY OF violations of those ordinances, standards and design criteria shall be corrected during construction,
BAKERSFIELD FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM DIAMETER (33.60) CONTACT I DON DIDOMIZIO CONTACT SCOTT W. ROSS, C.E.
MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, FF FINISH FLOOR ELEVATION 33,60
DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY, IN WRITING, GF GARAGE FLOOR ELEVATION HT
BCR
PAD ELEVATION
ACCEPTS THIS WORK. P 1. A VZAA 5
H. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE TW TOP OF WALL ECR
DESIGNERS SIGNATURE NO, DATE
TF TOP OF FOOTING ELEVATION TC
SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM PLANTING HOLES. IF BW BOTTOM OF WALL BC SHEET INDEX
POSITIVE DRAINAGE DOES NOT EXIST NOTIFY LANDSCAPE ARCHITECT PRIOR TO PROCEEDING TS TOP OF STEP EJ
FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS PROCEED, i
L CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS SHEET, INCLUDED WITH THIS BS BOTTOM OF STEP Si
DRAWING SET, AND C..O.B, STANDARD DETAILS TAKE PRECEDENCE OVER ALL OTHER CB CATCH BASIN Sc REVIEWED BY: CITY OF BAKERS 1ELD - RECREATION AND PARKS DEPT. DATE NO. SHT. DESCRIPTION
SPECIFICATION OR DETAILS. FG FINISH GRADE R
J, ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. FS FINISH SURFACE ROWD01 of 34 TTL TITLE SHEET
K. CONTRACTOR SHALL INSTALL A 6" CONCRETE MOW CURB AS PER C.O.B. STANDARDS AT EACH HP HIGH POINT HDR 1.3 / I
PHASE LINE AND LIMIT OF CONSTRUCTION LINE. LP LOW POINT LA REVIEWED BY, CITY OF BAKERSFIELD - TRAFFIC ENGINEER DATE
FL FLOW LINE MIN 02 of 34 IR -1 IRRIGATION LAYOUT
L. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO (2) COPIES OF OC ON CENTER MAX 03 of 34 IR -2 IRRIGATION LAYOUT
SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND CB CATCH BASIN Mi 04 of 34 IR -3 IRRIGATION LAYOUT
TOP OF GRATE ELEVATION TYP as,.,
APPROVAL PURSUANT TO BUILDING SECTION 17.60.110 (N). ONE (1) COPY OF THE SIGNED TG ON t - --- It?-) to 05 of 34 IR -4 IRRIGATION LAYOUT
PLANS SHALL BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN INV INVERT ELEVATION PA APPROVED BY° `.CITY OF BAKERSFIELD - PUBLIC, WORKS DIRECTOR DATE 06 of 34 IR -5 IRRIGATION LAYOUT
PLANS SHALL INCLUDE A COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND BB BOND BEAM ELEVATION 07 of 34 IR -6 IRRIGATION LAYOUT
LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT08 of 34 IR -7 IRRIGATION LAYOUT
INCLUDE APPROVAL OF ANY SIGNAGE. 00�b ALIGN ............. 09 of 34 IR -8 IRRIGATION LAYOUT
1.0% GRADIENT IN PERCENTAGE APPROVED BY: CITY OF BAKERSFIELD - ASSISTANT PUBLIC WORKS DIRECTOR DATE
4:1 RATIO: I 4' HORIZONTAL DISTANCE PER 1' OF VERTICAL HEIGHT 10 of .34 IR -9 IRRIGATION LEGEND
11 of 34 IR -10 IRRIGATION DETAILS
R RIDGE 12 of 34 IR -11 IRRIGATION DETAILS
LOCATION MAP 13 of 34 IR -12 IRRIGATION CALLS
GRADE BREAK PROPOSED CONTOUR 14of 34 IR -13 IRRIGATION SPECS
DIRECTION OF FLOW EXISTING CONTOUR IR-2/PT-2/PS-2 WHITE LANE IR-51PT-SIPS-5 15 of 34 PT -1 TREE PLANTING LAYOUT
16 of 34 PT -2 TREE PLANTING LAYOUT
DRAINAGE PIPE BERM - BUILT-UP LANDSCAPE GRADE IR -1 Pr -1 PS -1 IR-6!PT-61PS.6
17 of 34 PT -3 TREE PLANTING LAYOUT
ATRIUM DRAIN
DETAIL REFERENCE 18 of 34 PT -4 TREE PLANTING LAYOUT
. ......... . .......
19 of 34 PT -5 TREE PLANTING LAYOUT
SHEET LOCATION LIVERPOOL WAY
DECK DRAIN 20 of 34 PT -6 TREE PLANTING LAYOUT
ALLSTON WAY
0
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IR -31P 21 of 34 PT -7 TREE PLANTING LAYOUT
O SECTION REFERENCE
TURF DRAIN
22 of 34 PT -8 TREE PLANTING LAYOUT
IR-41PT41PS4
SHEET LOCATION
1R-7/PT-7/PS-7'!"..
23 of 34 PS -1 SHRUB PLANTING LAYOUT
WNW
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24 of 34 PS -2 SHRUB PLANTING LAYOUT
A -3
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25 of 34 PS SHRUB PLANTING LAYOUT
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26 of 34 PS SHRUB PLANTING LAYOUT
27 of 34 PS -5 SHRUB PLANTING LAYOUT
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PS SHRUB PLANTING LAYOUT
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31 of 34 PDA PLANTING DETAILS
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32 of 34 PD -2 CONSTRUCTION DETAILS 0
33 of 34 PN -1 PLANTING NOTES & SPECIFICATIONS
PARK SQUARE DRIVE z
CAMPUS PARK DRIVE
34 of 34 PN -2 PLANTING NOTES & SPECIFICATIONS
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SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HI)CHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443-1446 FAX (949) 443-1631
�p,NDSCA,p,
Fi Murphy,<,I
Cj 4.
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7-31-16
Renewal Dine
12/02ZI5
Date
OF CWf
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro•
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy 4c Partners, Inc.
DRAWING TITLE,
TITLE
SHEET
DESIGNED SMP
DRAWN C.R.
CHECKED SNIP
DATE 10/0212015
JOB NO. 742039
CAD FILE TTL.dwg
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DATE 10/0212015
JOB NO. 742039
CAD FILE TTL.dwg
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