HomeMy WebLinkAbout1.5-6557 Ph 2CITY OF BAKERSFIELD GENERAL PROJECT NOTES
1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also be responsible for contacting the public utilities to start electrical and water service in time for
construction.
2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction.
3. Prior to the start of construction, all utility service meters (water and power) should be installed and fully operational.
4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction meeting.
5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical construction periods but in no case less than:
1) At the start of construction,
2) Prior to any back filling,
3) Prior to the installation of any plant material.
4) At the end of construction but prior to start of post -installation maintenance, and
5) At the end of post -installation maintenance period for written City acceptance.
6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor.
7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. In no case will the contractor be released from maintenance of the irrigation system or maintenance and
replacement of dead, dying, damaged, or otherwise unsuitable plant material until the City, in writing, accepts this work.
8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all planting holes. If positive drainage does not exist notify landscape architect prior to
proceeding for written authorization and instructions to proceed.
9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence over all other specification or details.
10. All trees under utility lines are subject to change per C.O.B.
11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas
12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure.
13. All plant material shall be approved by the owner's representative.
14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved
by the owner's representative.
15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not.
16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction.
17. Contractor shall indicate irrigation sleeves by chiseling "I R" on the face at each location.
18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the
signed plan shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public
Works Director does not include approval of any signage.
19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current
project area, the developer shall be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been
achieved.
GENERAL NOTES:
1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS.
2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH
SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION.
3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN
FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS.
4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD
LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK.
5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION.
6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR
POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER.
7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND
BEYOND PROPERTY LINE.
8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB -CONTRACTORS AS REQUIRED TO
ACCOMPLISH THE WORK, PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS.
9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY
PROCEDURES, BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION
METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND
DETAILED INSPECTIONS.
10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT.
11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING.
12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE
COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED.
13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG
ENTIRE EDGE.
14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90
OR 45 UNLESS OTHERWISE NOTED.
15. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES.
16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY
CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST,
NOTIFY LANDSCAPE ARCHITECT AND OWNER.
17.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION; ALL UTILITY METERS, (POWER & WATER) MUST BE SET & FULLY
OPERATIONAL.
GRADING NOTES:
1. PRIOR TO CONSTRUCTION, VERIFY EXISTING AND PROPOSED GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES,
STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE CONTRACT DOCUMENTS. NOTIFY THE LANDSCAPE ARCHITECT
IMMEDIATELY UPON DISCREPANCIES.
2. GRADING PLANTING AREAS TO CATCH BASINS AT 2% MINIMUM.
3. PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND
FLUSH ALONG ENTIRE EDGE.
4. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET GOVERNING AGENCY REQUIREMENTS.
5. INSTALL DRAIN LINES IN SMOOTH, CONTINUOUS SLOPE AT! (3" IN 50') FALL UNLESS NOTED OTHERWISE. INSTALL INLETS IN
PAVING POSITIONED IN ALIGNMENT WITH ADJACENT MATERIAL.
6. PROVIDE PVC PIPE AS SHOWN OR IF NOT SHOWN, AS -REQUIRED TO CONNECT DRAIN INLETS AND PROVIDE A COMPLETE DRAINAGE
SYSTEM.
7. CORE DRILL AND DAYLIGHT DRAIN LINE THROUGH FACE OF EXISTING CURB ABOVE FLOW LINE. VERIFY LOCATION AND INVERT IN
THE FIELD.
8. ESTABLISH FINISH GRADES IN SHRUB AREAS 2 INCHES BELOW ADJACENT PAVING SURFACE AND 1 INCH BELOW ADJACENT PAVING
SURFACE FOR LAWN AREAS.
9. REFER TO THE CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL DRAINAGE SYSTEMS NOT FULLY SHOWN HERE. COORDINATE
INSTALLATION OF ENTIRE DRAINAGE SYSTEM SHOWN ON LANDSCAPE AND CIVIL DRAWINGS.
10. COORDINATE ROUTING OF DRAINAGE PIPE AROUND TREE PIT LOCATIONS INDICATED ON PLANTING PLANS.
11. MAINTAIN "AS -BUILT" DRAWINGS OF DRAINAGE PIPE ROUTING, SUBMIT MYLAR REPRODUCIBLE "AS -BUILT" TO OWNER UPON
COMPLETION OF THE WORK.
12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS,
AREA DISCREPANCIES AND/OR GRADE DESIGN. SUCH EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT AND/OR OWNER. ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO FAILURE
TO GIVE SUCH NOTIFICATION.
BAKERSFIELD
VICINITY MAP
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BAKERSFIELD
-INDEX MAP--
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LP -2
STREETSCAPE
IMPROVEMENT PLANS
TRACT #6557-2 - LMD
BAKERSFIELD, CALIFORNIA
LANDSCAPE ANALYSIS: LENNAR TRACT 6557-2, BAKERSFIELD, CA
PHASE 2 SQUARE FOOTAGE FROM BACK OF CURB TO WALL: 40,942 +/- SF
PHASE 2 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL' 23,000 +/ SF
TREE ANALYSIS: TR6557-2,
BAKERSFIELD, CA
PHASE 2 PERCENT OF EVERGREEN TREES: 51%
BAKERSFIELD
' �
1
TRACT EXHIBIT
2
IRRIGATION PLANS
3-5
IRRIGATION NOTES & CALCS
6
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BAKERSFIELD
-INDEX MAP--
LI -2,
LP -2
STREETSCAPE
IMPROVEMENT PLANS
TRACT #6557-2 - LMD
BAKERSFIELD, CALIFORNIA
LANDSCAPE ANALYSIS: LENNAR TRACT 6557-2, BAKERSFIELD, CA
PHASE 2 SQUARE FOOTAGE FROM BACK OF CURB TO WALL: 40,942 +/- SF
PHASE 2 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL' 23,000 +/ SF
TREE ANALYSIS: TR6557-2,
BAKERSFIELD, CA
PHASE 2 PERCENT OF EVERGREEN TREES: 51%
BAKERSFIELD
' �
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TRACT EXHIBIT
2
IRRIGATION PLANS
3-5
IRRIGATION NOTES & CALCS
6
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TRACT #6557-2
LANDSCAPE SHEET INDEX
SHEET DRAWING TITLE SHEET NO.
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LP -1 - LP -3
IPD-1 - IPD-3
LS -1 - LS -2
OWNER / CLIENT
COVER SHEET
1
TRACT EXHIBIT
2
IRRIGATION PLANS
3-5
IRRIGATION NOTES & CALCS
6
PLANTING PLANS
7-9
DETAILS
10-12
SPECIFICATIONS
13,14
Lennar of California
8080 N. Palm, #110
Fresno, California 93711
661-371-7911
Contact: Jim Grombly
CIVIL ENGINEER
Stantec Consulting, Inc.
5500 Ming Avenue, Suite 300
Bakersfield, California 93309
(661) 396-3770
APPROVED BY:
LANDSCAPE ARCHITECT
Landscape Development, Inc.
28447 Witherspoon Pkwy
Valencia, California 91355
(661) 295-1970
Contact: Michael McDonnell
EXP.
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E NO. 61069 Exp. 12/31/16
REVIEWED BY:
REVIEWED BY:
RECREATION AND PARKS DEPA
TRAFFIC ENGINEER
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07/05/2016
Date
APRIL 30, 2017 1�
Exp Date
DATE: 07-05-2016
SCALE: NA
DRAWN BY: MM
JOB NUMBER: 1407961
SHEET:
C S
SHEET 1 OF 14
TRACT #6557 PHASE 2
VALVE 8 TEE
ANCHOR
THRUST BLOCK
(�) 110* ELL
-7-
7
77 4�m,
vx,
22 1/2' ELL
�x PLUG
<
-7 `77
IS
NOTES:
I -ALL MAINLINES INSTALLED 5HALL BE TESTED AS PER irf Z
MANUFACTURES SPECIFICATION5AND SHALL BE A PART 450 TEE
OF THE INSTALLATION SPECIFICATIONS, 45* TEE
2. AL ELEVATION
Ree,HINI5 DMW7 SHALL BE PER cine
STANDARD SHEET L-2, DETAILS 0, E, AND R
5, POR? '
_AND CaC-NT CONCRETE USED FOR TW"4T
BLOr,K5 5HALL BE CLASS 'B' AS PER APPLICABLE
PROVISIONS OF SECTION 40 OF THE 5TAWARV
SFEC:F!( ATION5 OF THE CALIFORNIA DEPARTMENT
OF TRANSPORTATION, APPROVED CURRENT EWITION..., -
4. TIFZT BLOCKS 5HALL BE USED AT c-i-ANCES or
DIRECTION (SEND5, TEM), CHANCES OF VELOCITYJ)
('REDUCERS, VALVE5), AND PIPE DEAD EW5,
5. N -B USED, THRUST BLOCKS ARE U, THE SIZE AND 04 E REDUCER
TYPE OF THE BLOCKING MUST BE BASED ON TI -E
MAXIW11 THRU57 FORCE EXPECTEDAND THE LOV-
BEARI'6' CAPACITY Or THE SOIL
6, ALL cONCTTT THRUST BLocKs 5HALL BE IN
ACCORDANCE WITH THELATEST APPROVED EDITION
OF THE UNIFORM P> 1N6 COM.
OP
-----------
CITY OF B.AKERRSFIELD REVISIONS
DETAILS FOR THRUST BLOCKS
STANDARD
PLAN NO.
SFIT ()F14 --- APPROVI_f)RCE XXXXX L-5
-------------
�1 L-5 TRUST BLOCKS
L -O,/ N.T.S.
Drawing: Z:\0-LDI\O_DESIGN JOBS\Lennar\Tract 6557\WORKING DRAWINGS\LDI-WD-TR6557 DETAILS.dwg
Layout: IPD-1
Jul 05, 2016, 3:30prn
WATER PROTECTION UNIT
---------------- --
4'1.5'MIN.
I. HN.j
.(0,45-M)
.
... 1 '-(O.4�rn
----------- FINISHED
ON ALL A55EMIBILIE's
!.5; MINI1 1.0'(03,r) ABOVE i5 MIN. CONCRETE
170-.4%) 1 rlow!7 SLAB
(0.45m)
;4 5LABPLAN
77 t7, 71M
-01 (150m],
RET THRUST
p 3LOCK PM U.P.C.
............... ....... . ......
kl
rR(5m KATE
0 VALVES
METER
6AL�41 IED PI
P N10 4 FITTINGS
CAL.
DREDUCED f�RE55URE BACKFLOW
A55EMBLY (Greater than 2.01, (50mm) Dia)
j:• L �4P OT AB �LEW�AT �ERPROTECTION
N.T.S. NOTE:
VIT STRONG E30X SE3BC4555
STAINLESS STEEL BACKFLOW
ENCLOSURE, IF BIGGER THAN 2.5"
NEED LARGER SIZE.
5EE NXIE 1.01 6031A) FOR NOTES:
SPRAY TEAM
--E/3,0- -mm) I. USE TEFLON PIPE ON ALL TREADED JOINTS
I FOR 2, ALL RISERS AND NIPPLES %ALL BE SCH. 60 PVC. ALL FITTINGS
SHALL SOH. 40 PVC.
BE
3. ALL LATERALS SHALL BE CLA.95 200 PVC OR AS REQUIRED ON PLANS.
1z, rLtx NIPPLE (TIT" 4. HHEN IRRIGATION WADS ARE INSTALLED WITHIN EMBAWMENT5,
>1\1 ELI (5T) OR A MAIN VALVE OR CHECK VALVE is REQUIRED To PREVENT EROSION.
TM- (91-T) CHECK VALVE5 AND MNVALYB5HALLBEIW-.ALLEDATLO(,AT]OtG
LATERAL 111W AS PRE50RIEW By TIE 5PECIFIED CONDITIONS AND 5HALL BE
APPROVED BY THE RECREATION AND PARKS DIRECTOR PIRIOR TO
PLACEMENT AND USE.
5. ALL POP I? HEADS SHALL BE 20' (.05m) I" CONCRETE
IW5TALL TOP Or HEAD OZ' AND ASPHALT AREAS. ALL LARGE RADJU51IRRIOATION HE.V5 (PART
(6-'ffH ABOVE F.G. FOR CIRCLE) SHALL BE 4.O'(1OOM FROM, CONCRETE AND ASPHALT
PART CIRCLE AW 4.0'
(:oam) FOR MILL CIRCLE. AREAS HECHT OF POP W HEADS SHALL BE AS FOLLOY6,
'M 6D' (0.15m) FOR LAWN AREAS
M
10(0-5n) FOR 5HRL65
1.01 (0.3") FOR GROUND COVERS
NIPPLE (TI 6- WHERE PART CIRCLE IRRIGATION W -AM ARE ADJACENT TO A BUILDING,
WALL, LOCATE HEADS MIN. 4" (loom* FROM FACE OF BUILDINa HALL To
TRIPLE SRINS. JOINT BACK OF IRRIGATION WAD.
T TRIPPLE 5HI* JOINT SHALL BE RAJNBIRV 5A SERIES OR APPROVED EQUAL
LATERIAL LINE A11A
6, ANY AIV ALL CHANCES FROM THIS STANDARD DETAIL SHEET SHALL
BY APPROVED BY THE RECREATION AID PARKS VIRECTOP,
q. SEE APPROVED LANDSCAPIVIRRI&ATION PLANS AND LEGENDSkl!��) g F_AQILS W.A2 (D2ttpm Mj2gntod FOR 5PE61FIC MOM NUMBERS, SIZE, QUANTITY, MANUFACTURERS,
FINISIED CRAM AND PERFORMANCE REQUIREMENTS,
FINISHED 15HED 6RADE IN NRF AREA5
PIPE PLASTIC ROUND VALVE L30X WITH BOLT DOWN
COVER, - 5TAINLZ
USE - 55 BOLT NUT AND NA15HIER,
HEAT BRAND 'XV"ONITO LID.
ELL (5-1") OR
TEE (55T)
QUICK Car -ER KEY WITH MALE H05E 55
CONNECTION A5 SHOWN, KEY MUST CLEAR VALVE E30X
ELL
--- - -- -- ----- FINISHED GRADE IN 94RUD AREAS
4"MIN.
-------------------
OLIC< CMf'LEFZ VALVE
- ----- STAINLESS STEEL CLAW
✓ R t5KICK 5UI i`FORT5
CH. 80 PVC
NIPPLE
---- - -------- TRIPLE 5HIN6 JOINT
MILE 514* MINTMAINLINE
#4 x 36" RISA R STAKES,
2 REQUIRE!)
...........
LATEIZAL LINE ------------------- I -ANDS -APE FABRIC
3/4 ROCK, 10011, FT,
(Bottom Mounted)
CITY OF BAKERSFIELD REVISIONS
LANDSCAPE AND IRRIGATION DETAILS FOR
VARIOUS IRRIGATION HEADS
STANDARD
PLAN INT 0
SHT L.- OF APPRGVED RCL xxxxx11A37 L-8
L-8 IRRIGATION HEADS
J N.T.S.
1111, 1^ 1-1
V GRADE
TR2ET
!&HT -OF -KAY ONLY
5"(0.454 BEHIND
16HT-OF-WAYLINEE
@ ELECTRICAL CONDUIT
NOTES:
L H -EN CRO55IN6 UNDER ROADWAYS OR ANY OTHER HARD SURFACE,
ALL ELECTRICAL HIRIN6 AND WATER LINES SHALL BE INSTALLED 2,51
(O.716W PEP, IN A SCHEDULE 40 PVC SLEEVE Si EEVE SHALL BE :2 TIMES
DIAMETER OF CONDUIT / PIPIN6. ALL ELECTRICAL COWUIT SHALL HAVE
I' MIN. VIA, FOR 110 VOLTS AND 2" MIN. DIA. FOR LOW VOLTAGE.
2, SLEEVE SHALL EXTEND IA' (o-ojr,) BEYOND HADR50ApE ON ALL EN25
5. IMPROVEMENTS WITHIN THE DEDICATED 5TRErl R1614T-OF-WAY
MAY REQUIRE AN OPEN 5TRIET PERMIT. CHECK WITH CITY
ENGINEERING DEPARTMENT FOR REQUIREMENTS.
4. WHERE OPEN 5TREET CUTS ARE REQUIRED To INSTALL VARIOUS
IRRIGATION LINES AW/OR HIRES, ALI L 5TM7 PATCHING, WITHIN
THE CITY RIGHT-OF-WAY 54ALL BE IN ACCORDANCE W:TH CITY
STANDARD 5T-12 OR AS DIRECTED By THE CITY EN67INMR.
5. ANY AND ALL CHANCES SHALL BE APPROVED BY THE RECREATION
AW PARKS DIRECTOR PRIOR To IMPLEMENTATION.
6. ALL M151,TRICAL INSTALLATION SMALL. BE IN ACCORDANCE NTH
CITY STANDARDS, MWACTIAZERS RECOMMENDA-06, SECTION
20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED By THE
RECREATION AND FARK5 DIRECTOR,
T ALL MATERIAL USED SHALL BE NEW AND FREE FROM IMPERFECTIONS
5, ALL:ELEC CAL INSTALLATIONS WITHIN PARKS OR
PARKWAYS SHALL BE INSPECTED BY PUBLIC WORKS
ELETRICAL
I. NO OTHER CON17JIT OR PIPING MAY BE ALLOYED HrHN ELECTRICAL
OR CONTROL LINE TRENCH.
ROADWAY /HARD5eA1*E
SLEEVE
CONDUIT /FIFINS
PLAN Vii '
FINISHED CARVE
b. -ROADWAY / HARD5CAME
kZ�/
r-,, SLEEVE
CITY OF BAKERSFIELD
DETAILS FOR ELECTRICAL CONDUIT
TRENCHING, SLEEVING, AND BACKFILL
SIIT 3 OF 14 APtIROVED RCE XXXXX DATF
BACKI'LL
.5LEEVE
-CONDUIT\ FIFIN0
REVISIONS I
STANDARD
PLAN NO.
L-3
�L- 3E LE CT RI CA L �/SLEEVING/BACKFILL
L -J J N.T.S.
TOP MOUNT
5`F,AINL!Er--5 STEEL
CONTROLLER
.M'T
BURIAL
91 `-DIRECTJR11
KRE-5
NOTES:
71',15 51EITI =0R ALL HIRE -5. - FIN514D
To 60N-fk6L SIDE `✓NEW
120 -VOLT 5E
I. EXLL-T AS NOTED, ALL PIPING AND FITTINGS SHALL BE
--- -----------------------
A-LITOMATIr, 0
FRONT 51ZE A5 REQUIRED,
Y-00EL 55-2255
6ALVANIZED UNLE55 APPROVED BY THE
CONTROI
SCHEMILE. 60
OR APPROVED EMIAL
RECREATION AND PARKS DIRECTOR.
LE55
NOTES:
BRA55 FITTIN65,'NiMES
-55
5TAINLE STEEL
W LL Pi U NI ON5,
2, COW)TRZT 05'(150.M' THICK, CLASS "5- CONCRETE SLAB AS
;e-ONTROLLER %13455EMBLY
2, ME TEFLON PIPE TAPE ON ALL THREADED JOINTS OR
NOT rLAN6r--S,
CLOCK. COMPACT BASE To qo% RELATIVE
THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE
APP`ROVW EQUAL. BY THE RECREATION AND PARKS DIRECTOR.
WILL USE 5k.1-
VALVES%
3. ALL IRR16ATION CONTROLLER ENCLOSURES 5HALL BE TOPMOUNT,
6. ALL MATERIALS SHALL BE WX AND FREE FROM DEFECTS.
5. ALL MATERIALS SHALL E NEW AND FREE FROM IM PERFWTION5
BRASS FITTINGS
NIPPLES
10 "ON
AND LE6ENVS FOR SPECIFIC MODEL NUMEER6, 512E,
4 SEE APPROVED LAW56APEARRI60ON PLANS AND
FLA( AR1 P5,
ABOVE HIC+C-OT
IR
LESEWS FOR SPECIFIC MODEL NUMEiERS, SIZE, QUANT",
c'.0" (0.15m.)
5PRIWILER HEAD
GRADE
MANUFACTURERS. AND PERFORMANCE IREWIREMENTS
REQUIRED ON MAIN LINE OIL Y).
(FVB ONLY)
BY THE RECREATION NO PAIRK5 DIRECTOR, 5FLIM- WILL NOT
5. LAW5CAPE AND IRR16ATION IMPROVEMENTS WITHIN TIE
:51 M:N.
CONCIR-1
DEDICATED STREET RI6HT-OF-AAY MAY REQUIRE AN OPEN
5. ALL TRANSITIONS FROM GALVANIZED PIPE To PVC PIPE SHALL
USE OF A SPLICE BOX,
SLAB
(0 -,M)
BE CONSTRUCTED WITH SCHEDULE 40 FEMALE ADAPTER OR
FOR REQUIREMENTS.
7-
CONTROL VALVES (CENTERLINE To CENTERLINE) AHEN MORE THAN
APPROVED EQUAL BY TIE RECREATION AND PAM DIRECTOR.
ONE VALVE 15 IN15TALIMIN THE SAME LOCATION.
T-7
IRRIGATION LINES AND/OR WIRES, ALL STREET FATCHINer WITHIN
6. A 6D' (0.150 THICK FON FORCED CONCRETE SLAB 15
iRR16ATION LINES OR MOVIN6, BOX,
UNIONS
FEMALE
ADAPT
REQUIRED FOR ALL WATER PROTECTION DEVICES. MINIMUM
STANDARD ST -12 OR AS DIRECTED BY THE 617' ENCINEERFOR
LAW-';'
q. ALL iRRIOATION IN5TALLATIO%. 5HALL BE IN ACCORDANCE WITH
CLEARANCE SHALL BE 15'(0.45W ON ALL SIDES OF THE
TIM, WAD5oI
0019r,K COUPLER: NP5 PRO SERIES 10" ROUND
IF A LATERAL LINE 15 LOCATED UNDER A HARD SURFACE,
DEVICE AND As DIRECTED BY THE RECREATION AW PARKS
20 OF THE STANDARD 5FE(,IFIr.A1ON5, AND A6 DIRECTED BY THE
SCHEDULE 40 PVC is REWIRED.
I AMA :.
FOR
-.W-
DIRECT OR.SEE CITY STANDARD J, 5HEETL-4
8. WHEN THERE 15 A CH*&,:- IN FITTED DIRECTION, ALL IRRIGATION
HEADS
4 9013LEIR5
10. ALL MATERIALS 05M 5HALL BE NEW AND FRM I" DEFECTS.
1. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH
11. ANY AND ALL CHANCES SHALL BE APPROVED BY THE RECREATION
IRRIGATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15
LINE5) 5HALL BE SECURED WITH CONCRETETHP�75T BLoCK51N
CITY STANDAIRDS, THE LATEST AC-CEPTED EDITION OF THE
5AWILL
ALVANIZ fr
UNIFORM PLI"Ib* CODE, MANUFAC11UREIRS RECOMMENDATION,
OPERATE VALVE -5. (ONE COLOR FOR ALL VALVE HIRES I ONE COLOR
AS DIRECTED BY THE RECREATION AND PARKS DIRECTOR
SECTION 20 Or THE SI AWARD SPECIFICATIONS, AND AS
WA'E
SEE CITY STANDARD 5WET L-5 FOR THW5T BLOCK DETAIL.
DETAILS FOR REMOTE; CONTROL
DIRECTED BY THE RECREATION AND PARKS DIRECTOR
BACKf=LOPNl ASSEMBLY TO VALVES
I.E.55 5HALL BE SCHEDULE AO PVC. IRR16ATION MANLiNE56REATER
(2.0" (50mm) and less)
6. ANY AND ALL CHANCES SHALL BE APPROVED BY THE
DATE L-6
APPROVED MAL BY M RECREATION NO PARKS DIRECTOR.
RECREATION NO PARKS DIRECTOR BEFORE IMPLEMENTATION
CITY OF BAKERSFIELD REVISIONS
P'NI IED D (03H
AND PARK5 DIRECTOR PRIOR TO IMPLEMENTATION.
DETAILS FOR POTABLE
II. ALL IRRIGATION INSTALLATION SHALL. BE IN ACCORDANCE WITH
WATER PROTECTION
COMPACTTuRr.
CITY STANDARDS, THE LATEST APPROVEDEDITIONFOROF THE UNIFORM
HEAZ116
ACCORD!% -0 01111Y STANDARD
STANDARD
57-0 5M (,ALIvA% 5FW5.
AND AS DIRECTED BY THEFOR
PLAN NO,
SHT 4 OF 14
APPROVED
RCF XXXXXDATE
L-4
j:• L �4P OT AB �LEW�AT �ERPROTECTION
N.T.S. NOTE:
VIT STRONG E30X SE3BC4555
STAINLESS STEEL BACKFLOW
ENCLOSURE, IF BIGGER THAN 2.5"
NEED LARGER SIZE.
5EE NXIE 1.01 6031A) FOR NOTES:
SPRAY TEAM
--E/3,0- -mm) I. USE TEFLON PIPE ON ALL TREADED JOINTS
I FOR 2, ALL RISERS AND NIPPLES %ALL BE SCH. 60 PVC. ALL FITTINGS
SHALL SOH. 40 PVC.
BE
3. ALL LATERALS SHALL BE CLA.95 200 PVC OR AS REQUIRED ON PLANS.
1z, rLtx NIPPLE (TIT" 4. HHEN IRRIGATION WADS ARE INSTALLED WITHIN EMBAWMENT5,
>1\1 ELI (5T) OR A MAIN VALVE OR CHECK VALVE is REQUIRED To PREVENT EROSION.
TM- (91-T) CHECK VALVE5 AND MNVALYB5HALLBEIW-.ALLEDATLO(,AT]OtG
LATERAL 111W AS PRE50RIEW By TIE 5PECIFIED CONDITIONS AND 5HALL BE
APPROVED BY THE RECREATION AND PARKS DIRECTOR PIRIOR TO
PLACEMENT AND USE.
5. ALL POP I? HEADS SHALL BE 20' (.05m) I" CONCRETE
IW5TALL TOP Or HEAD OZ' AND ASPHALT AREAS. ALL LARGE RADJU51IRRIOATION HE.V5 (PART
(6-'ffH ABOVE F.G. FOR CIRCLE) SHALL BE 4.O'(1OOM FROM, CONCRETE AND ASPHALT
PART CIRCLE AW 4.0'
(:oam) FOR MILL CIRCLE. AREAS HECHT OF POP W HEADS SHALL BE AS FOLLOY6,
'M 6D' (0.15m) FOR LAWN AREAS
M
10(0-5n) FOR 5HRL65
1.01 (0.3") FOR GROUND COVERS
NIPPLE (TI 6- WHERE PART CIRCLE IRRIGATION W -AM ARE ADJACENT TO A BUILDING,
WALL, LOCATE HEADS MIN. 4" (loom* FROM FACE OF BUILDINa HALL To
TRIPLE SRINS. JOINT BACK OF IRRIGATION WAD.
T TRIPPLE 5HI* JOINT SHALL BE RAJNBIRV 5A SERIES OR APPROVED EQUAL
LATERIAL LINE A11A
6, ANY AIV ALL CHANCES FROM THIS STANDARD DETAIL SHEET SHALL
BY APPROVED BY THE RECREATION AID PARKS VIRECTOP,
q. SEE APPROVED LANDSCAPIVIRRI&ATION PLANS AND LEGENDSkl!��) g F_AQILS W.A2 (D2ttpm Mj2gntod FOR 5PE61FIC MOM NUMBERS, SIZE, QUANTITY, MANUFACTURERS,
FINISIED CRAM AND PERFORMANCE REQUIREMENTS,
FINISHED 15HED 6RADE IN NRF AREA5
PIPE PLASTIC ROUND VALVE L30X WITH BOLT DOWN
COVER, - 5TAINLZ
USE - 55 BOLT NUT AND NA15HIER,
HEAT BRAND 'XV"ONITO LID.
ELL (5-1") OR
TEE (55T)
QUICK Car -ER KEY WITH MALE H05E 55
CONNECTION A5 SHOWN, KEY MUST CLEAR VALVE E30X
ELL
--- - -- -- ----- FINISHED GRADE IN 94RUD AREAS
4"MIN.
-------------------
OLIC< CMf'LEFZ VALVE
- ----- STAINLESS STEEL CLAW
✓ R t5KICK 5UI i`FORT5
CH. 80 PVC
NIPPLE
---- - -------- TRIPLE 5HIN6 JOINT
MILE 514* MINTMAINLINE
#4 x 36" RISA R STAKES,
2 REQUIRE!)
...........
LATEIZAL LINE ------------------- I -ANDS -APE FABRIC
3/4 ROCK, 10011, FT,
(Bottom Mounted)
CITY OF BAKERSFIELD REVISIONS
LANDSCAPE AND IRRIGATION DETAILS FOR
VARIOUS IRRIGATION HEADS
STANDARD
PLAN INT 0
SHT L.- OF APPRGVED RCL xxxxx11A37 L-8
L-8 IRRIGATION HEADS
J N.T.S.
1111, 1^ 1-1
V GRADE
TR2ET
!&HT -OF -KAY ONLY
5"(0.454 BEHIND
16HT-OF-WAYLINEE
@ ELECTRICAL CONDUIT
NOTES:
L H -EN CRO55IN6 UNDER ROADWAYS OR ANY OTHER HARD SURFACE,
ALL ELECTRICAL HIRIN6 AND WATER LINES SHALL BE INSTALLED 2,51
(O.716W PEP, IN A SCHEDULE 40 PVC SLEEVE Si EEVE SHALL BE :2 TIMES
DIAMETER OF CONDUIT / PIPIN6. ALL ELECTRICAL COWUIT SHALL HAVE
I' MIN. VIA, FOR 110 VOLTS AND 2" MIN. DIA. FOR LOW VOLTAGE.
2, SLEEVE SHALL EXTEND IA' (o-ojr,) BEYOND HADR50ApE ON ALL EN25
5. IMPROVEMENTS WITHIN THE DEDICATED 5TRErl R1614T-OF-WAY
MAY REQUIRE AN OPEN 5TRIET PERMIT. CHECK WITH CITY
ENGINEERING DEPARTMENT FOR REQUIREMENTS.
4. WHERE OPEN 5TREET CUTS ARE REQUIRED To INSTALL VARIOUS
IRRIGATION LINES AW/OR HIRES, ALI L 5TM7 PATCHING, WITHIN
THE CITY RIGHT-OF-WAY 54ALL BE IN ACCORDANCE W:TH CITY
STANDARD 5T-12 OR AS DIRECTED By THE CITY EN67INMR.
5. ANY AND ALL CHANCES SHALL BE APPROVED BY THE RECREATION
AW PARKS DIRECTOR PRIOR To IMPLEMENTATION.
6. ALL M151,TRICAL INSTALLATION SMALL. BE IN ACCORDANCE NTH
CITY STANDARDS, MWACTIAZERS RECOMMENDA-06, SECTION
20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED By THE
RECREATION AND FARK5 DIRECTOR,
T ALL MATERIAL USED SHALL BE NEW AND FREE FROM IMPERFECTIONS
5, ALL:ELEC CAL INSTALLATIONS WITHIN PARKS OR
PARKWAYS SHALL BE INSPECTED BY PUBLIC WORKS
ELETRICAL
I. NO OTHER CON17JIT OR PIPING MAY BE ALLOYED HrHN ELECTRICAL
OR CONTROL LINE TRENCH.
ROADWAY /HARD5eA1*E
SLEEVE
CONDUIT /FIFINS
PLAN Vii '
FINISHED CARVE
b. -ROADWAY / HARD5CAME
kZ�/
r-,, SLEEVE
CITY OF BAKERSFIELD
DETAILS FOR ELECTRICAL CONDUIT
TRENCHING, SLEEVING, AND BACKFILL
SIIT 3 OF 14 APtIROVED RCE XXXXX DATF
BACKI'LL
.5LEEVE
-CONDUIT\ FIFIN0
REVISIONS I
STANDARD
PLAN NO.
L-3
�L- 3E LE CT RI CA L �/SLEEVING/BACKFILL
L -J J N.T.S.
TOP MOUNT
5`F,AINL!Er--5 STEEL
CONTROLLER
CITY OF BAKERSFIELD REVISIONS
DETAILS FOR TOP MOUNT, STAINLESS STEEL
CONTROLLER ENCLOSURE
SPIT —7 OF APPROVED
RCE' XXXXX
DA 1'F'
STANDARI
PLAN NO.
L-7_
F)CONTROLLER
- ENCLOSURE
.M'T
BURIAL
91 `-DIRECTJR11
KRE-5
AUTOMATIC -
71',15 51EITI =0R ALL HIRE -5. - FIN514D
To 60N-fk6L SIDE `✓NEW
120 -VOLT 5E
CONTROLLER
--- -----------------------
A-LITOMATIr, 0
FRONT 51ZE A5 REQUIRED,
Y-00EL 55-2255
BALL VALVE
LINE 5)
0
CONTROI
SCHEMILE. 60
OR APPROVED EMIAL
TOP '40UNT
IRRIr—SATION r-,0NTR,0LLER ENC.L05URE
NOTES:
94AL-L HAVE I" MIN. VIA, FOR 110 VOLTS AND 2- MIN, VIA. FOR LOW
-55
5TAINLE STEEL
5. ALL IRRIGATION INSTALLATION SHALL M IN ACCORDANCE WITH
2, COW)TRZT 05'(150.M' THICK, CLASS "5- CONCRETE SLAB AS
;e-ONTROLLER %13455EMBLY
CONTROLLER---
CODE, AND MANUFACTURERS RECOMMENDATION, SECTION 20 OF
CLOCK. COMPACT BASE To qo% RELATIVE
THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE
C5A) INOLUDE5 OFi 4
ENICL05RE
3. ALL IRR16ATION CONTROLLER ENCLOSURES 5HALL BE TOPMOUNT,
6. ALL MATERIALS SHALL BE WX AND FREE FROM DEFECTS.
OF AVANVAL AND YEA -HER RE5151-AW NATURE, MANUFACTURED
TERMINAL 5TR!P5 KITH
ENTIRELY OF 304 GRADE 5TAINLE55 STEEL
AND LE6ENVS FOR SPECIFIC MODEL NUMEER6, 512E,
k6.
FLA( AR1 P5,
4. POLF-1v CoNcR---r- BASE - b, MIN. THIcKNE55. EXTEND CWRITE 6. REZIREMENT5,
IR
6. ANY AND ALL CHANGES PROM TH15 STANDARD SHALL. BE
c'.0" (0.15m.)
APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR
FINISH �
',RAP%
TO ANY TYPE OF CONSTRUCTION.
REQUIRED ON MAIN LINE OIL Y).
CITY OF BAKERSFIELD REVISIONS
DETAILS FOR TOP MOUNT, STAINLESS STEEL
CONTROLLER ENCLOSURE
SPIT —7 OF APPROVED
RCE' XXXXX
DA 1'F'
STANDARI
PLAN NO.
L-7_
F)CONTROLLER
- ENCLOSURE
.M'T
BURIAL
91 `-DIRECTJR11
KRE-5
NOTES:
71',15 51EITI =0R ALL HIRE -5. - FIN514D
To 60N-fk6L SIDE `✓NEW
120 -VOLT 5E
VALVES,
IN GONPUIT. \-PV0 LONG 5HEEP ELL -
FRONT 51ZE A5 REQUIRED,
Y-00EL 55-2255
BALL VALVE
LINE 5)
0
(3TRONG BOX BY Vir PRODU(;T5)
SCHEMILE. 60
OR APPROVED EMIAL
TIMES DIAMETER OF CONDUIT / PIPING. ALL ELECTRICAL CONDUIT
IRRIr—SATION r-,0NTR,0LLER ENC.L05URE
NOTES:
94AL-L HAVE I" MIN. VIA, FOR 110 VOLTS AND 2- MIN, VIA. FOR LOW
I. USE SCHEDULE bO PVC ( OW -JIT WITH AN ENCLOSED
5. ALL IRRIGATION INSTALLATION SHALL M IN ACCORDANCE WITH
2, COW)TRZT 05'(150.M' THICK, CLASS "5- CONCRETE SLAB AS
CITY STANDARDS, THE LATEST EDITION OF THE CALIFMIA R"IN6
REQUIRED TO RECEIVE THE PEDSTAL MOUNTED IRRI&ATION CONTROL
CODE, AND MANUFACTURERS RECOMMENDATION, SECTION 20 OF
CLOCK. COMPACT BASE To qo% RELATIVE
THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE
DENSITY PRIOR TO PLACEMENT OF CONCRETE SLAB.
RECREATION AND PARKS DIRECTOR
3. ALL IRR16ATION CONTROLLER ENCLOSURES 5HALL BE TOPMOUNT,
6. ALL MATERIALS SHALL BE WX AND FREE FROM DEFECTS.
OF AVANVAL AND YEA -HER RE5151-AW NATURE, MANUFACTURED
T. SEE APPROVED LANDSCAPE / IRRIGATION PLANS
ENTIRELY OF 304 GRADE 5TAINLE55 STEEL
AND LE6ENVS FOR SPECIFIC MODEL NUMEER6, 512E,
k6.
QUANTITIES, MANUFACTURERS AND PERFORMANCE
4. POLF-1v CoNcR---r- BASE - b, MIN. THIcKNE55. EXTEND CWRITE 6. REZIREMENT5,
BEYOND OUMIOE DIMENSIONS OF ENCLOSURE WITH 112% SLOPE
6. ANY AND ALL CHANGES PROM TH15 STANDARD SHALL. BE
FOR DRAINA6E,
APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR
SEE CITY 5TAWARV5 5,IL7- L-2,
TO ANY TYPE OF CONSTRUCTION.
CITY OF BAKERSFIELD REVISIONS
DETAILS FOR TOP MOUNT, STAINLESS STEEL
CONTROLLER ENCLOSURE
SPIT —7 OF APPROVED
RCE' XXXXX
DA 1'F'
STANDARI
PLAN NO.
L-7_
F)CONTROLLER
- ENCLOSURE
PIPING �A �ND�T R�
O'��
A L-2
VA I N.T.S.
ENCHING
TOP OF VALVE BOX 23'(0 -I&M)
PINI%W
(SEE NOTE *3 ON EXPANVONLOOPOR
NOTES:
71',15 51EITI =0R ALL HIRE -5. - FIN514D
GRADE
I. HHEN CR05511,16, UINDER ROADMY5 OR ANY OTHER HARD SURFACE,
EXTRA \ CONTROL
CONTROL -44 HIREREZILIANT
ALL ELECTRICAL HIRIN5 AND WATER LINES SHALL BE INSTALLED 25
HIRE
BALL VALVE
LINE 5)
0
(0,16m) DEEP, IN A %HMJLE 40 pVC SLM-\/[. 5LEENE SHALL BE 2
SCHEMILE. 60
FEMALE ADAM
TIMES DIAMETER OF CONDUIT / PIPING. ALL ELECTRICAL CONDUIT
FAST NIPPLE
ELL fir)
94AL-L HAVE I" MIN. VIA, FOR 110 VOLTS AND 2- MIN, VIA. FOR LOW
o
,ADD THREADED UNION
VOLTAGE. SEE CITY STANDARDS 5 -IMT L--3, DETAIL H.
=ORIALVE
2. WHERE THE RAIWIRD MAXICOM IRR16ATION 5Y5TEM 15
PLACE MA>acom HR15�>
NEAR TnE HAiN LINE <,X. ,
-
< PLACE IRK16ATION CONTROL
SPECIFIED, THE MAXICOMI CABLE MUST NOT COME INTO CONTACT
AT I OWYOK �7/xl. ,
NIRE5 WAR TIE MAIN
WITH THE POWER SUPPLY OR VALVE KRIN6. LOCATE THE MAXI-
EILAIN VIEW
,
WVLM�NIP TAW AT
COM CABLE WAR 71-iE MAIN LINE AT A q O'CLOCK POSITION,
5, ALL IRR16ATION CONTROL NRE5;`CONTa AND Ca" SHALL
k6.
3, IF MORE THAN ONE LINE 15 INSTALLED PER TRENCH, PROVIDE
LOCATE R M- AT THE
5 0",L" "ITION.
05'(0.15W HORIZONTAL AND VERTICAL SEPARATION.
IRRIGATION MAINLINE AT THE = OCLOCK F05ITlOK
4. ALL PVC, SOLVENT (GLUE) SHALL BE #111 (PRIMER 15
SEE CITY 5TAWARV5 5,IL7- L-2,
I. USE TEFLON ON ALL THREADED JOINT5,
REQUIRED ON MAIN LINE OIL Y).
BY THE RECREATION NO PAIRK5 DIRECTOR, 5FLIM- WILL NOT
5. LAW5CAPE AND IRR16ATION IMPROVEMENTS WITHIN TIE
BE ALLOYED UNLESS APPROVED BY THE RECREATION AND
SHALL BE SCHEDULE 40 PVC.
DEDICATED STREET RI6HT-OF-AAY MAY REQUIRE AN OPEN
Lb ,, d
-
USE OF A SPLICE BOX,
57RM PERMIT. C+ECKWITH CITY EWt,1EERIN6 DEPARTMENT
(0 -,M)
6RAVE
FOR REQUIREMENTS.
THE- VALVE BOX 5HALL BE 2.0" BELOW FIN:SHEV GRADE IN TURF
CONTROL VALVES (CENTERLINE To CENTERLINE) AHEN MORE THAN
6. Nt!RE OPEN 51FZET CUTS ARE REWIRW TO i?aS17ALL VARIOUS
ONE VALVE 15 IN15TALIMIN THE SAME LOCATION.
PLASTIC FOLLOWING VALVE BOXES AID LIDS OR APPROVED EQUAL
IRRIGATION LINES AND/OR WIRES, ALL STREET FATCHINer WITHIN
ARE DEE"IED ACCEPTABLE. ANY DEVIATION FOR THE ACCEPTED BOXES
iRR16ATION LINES OR MOVIN6, BOX,
THE CITY R1614T-OF-HAY SHALL BE IN ACCORDANCE WITH CITY
DIRECTOR,
STANDARD ST -12 OR AS DIRECTED BY THE 617' ENCINEERFOR
LAW-';'
q. ALL iRRIOATION IN5TALLATIO%. 5HALL BE IN ACCORDANCE WITH
T ALL IRRIGATION LATERAL LINES SHALL BE CLA55 200 PVC.
TIM, WAD5oI
0019r,K COUPLER: NP5 PRO SERIES 10" ROUND
IF A LATERAL LINE 15 LOCATED UNDER A HARD SURFACE,
c!
20 OF THE STANDARD 5FE(,IFIr.A1ON5, AND A6 DIRECTED BY THE
SCHEDULE 40 PVC is REWIRED.
I AMA :.
FOR
-.W-
k
8. WHEN THERE 15 A CH*&,:- IN FITTED DIRECTION, ALL IRRIGATION
HEADS
4 9013LEIR5
10. ALL MATERIALS 05M 5HALL BE NEW AND FRM I" DEFECTS.
MAIN LINES LARGER THAN 22-0- (50m) IN VIAMETER,"e--SoURE
11. ANY AND ALL CHANCES SHALL BE APPROVED BY THE RECREATION
IRRIGATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15
LINE5) 5HALL BE SECURED WITH CONCRETETHP�75T BLoCK51N
0
5AWILL
ACCORDANCE WITH MAN)FAr,"URES RECOMMENDATION AND
12,5EE APPROVED LAND5CAPEARR16ATION PLANS AND LESVOS
OPERATE VALVE -5. (ONE COLOR FOR ALL VALVE HIRES I ONE COLOR
AS DIRECTED BY THE RECREATION AND PARKS DIRECTOR
FOR ALL EXTRA ?0;0)
AND PERFORMANCE REWIRETNI`5.
SEE CITY STANDARD 5WET L-5 FOR THW5T BLOCK DETAIL.
DETAILS FOR REMOTE; CONTROL
q. ALL IRRIGATION MAINLINES 2.0'(50n* IN DIAMETER AND
LATERAL LINE
I.E.55 5HALL BE SCHEDULE AO PVC. IRR16ATION MANLiNE56REATER
PLAN NO,
THAN 2.0' (Wff� IN DIAMETER SHALL BE TIT -1: PVC ZZLE 40 OR
DATE L-6
APPROVED MAL BY M RECREATION NO PARKS DIRECTOR.
10. ANY AND ALL CHANGES 5HALL BE APPROVED BY THE RECREATION
P'NI IED D (03H
AND PARK5 DIRECTOR PRIOR TO IMPLEMENTATION.
II. ALL IRRIGATION INSTALLATION SHALL. BE IN ACCORDANCE WITH
FOR LARCr xx
COMPACTTuRr.
CITY STANDARDS, THE LATEST APPROVEDEDITIONFOROF THE UNIFORM
HEAZ116
ACCORD!% -0 01111Y STANDARD
PLUMEIINS C017 -P, MANUFA4,TURM'E, FECOMI�OIVATJONS, SMTION
20 OF THE STANDARD SPECIFICATIONS,
57-0 5M (,ALIvA% 5FW5.
AND AS DIRECTED BY THEFOR
" FOR SMALL
aRg Aa MAPEW. OR
RECREATION AND PARKS DIRMTOR,
12. ALL MATERIAL USED SHALL BE NEWANGFREE MOM I!,IMPERFECI-IM,
TAP EADS U-� flM
A Ij,BLE126
VKM I LV J�T TSE
K - RMIC-A-1111i AND PARKS
a:RZCTOF
13. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS AWLI
LATERAL
FOR SPECIFIC MODEL NUMBER, SIZE, QUANTITY, HIANUFACTIURER,
PLACE IRR:500N CONTROL
PERFORMANCE REQUIREMENTS.
PLACE 411AX.11COM HIRES �D
HIRES E,4 THEMAINAV
EtNDLED ASD TAPED AT
14. NO OTHER CONDUIT OR PIPING MAY BE ALLOWED
NCARK'114E MAIN LINE
L5.
WITHIN IRRIGATION PIPING OR CONTROL LINE TREN(H,
AT THE I O'GLOOK LOCATE VIRES AT TIE
P0-9T:OK
3 O'CLOCK POSITION.
OF MULTIPLE LINES
CITY OF BAKERSFIELD
REVISIONS
DETAILS FOR
PIPING,
TRENCHING,
AND BACKFT111,
STANDARD
PLAN NO.
SHT OF )`I
Lu
L-2
APPROVED WIE xXxxx
PA 7 f-
PIPING �A �ND�T R�
O'��
A L-2
VA I N.T.S.
ENCHING
TOP OF VALVE BOX 23'(0 -I&M)
T -E (55T) MAIN
(SEE NOTE *3 ON EXPANVONLOOPOR
ELL (57) LINE
71',15 51EITI =0R ALL HIRE -5. - FIN514D
GRADE
EXTRA \ CONTROL
CONTROL -44 HIREREZILIANT
Z
HIRE
BALL VALVE
LINE 5)
0
COMMON,
HIRE
SCHEMILE. 60
FEMALE ADAM
PVC (CiArr .............. -
FAST NIPPLE
ELL fir)
,ADD THREADED UNION
in
=ORIALVE
SCHEDULE SEEDE7AIL
"N" (PLAN VIEW 15
NIPPLE (171117) -3" TH!5 5REET
INSTALLATION - Off'All. V)
MAIN MAIN
0
LINE LINEU�N
EILAIN VIEW
------------ BRICK
5, ALL IRR16ATION CONTROL NRE5;`CONTa AND Ca" SHALL
REMOTE CONTROL VALVE
BE 14 6AU5E U.L. SINGLE STRAND COPPER HIRE, TAPED Ato
EUNDLED AT 10'(3.0m) INTERVALS AND PLACED WAR THE
NOTE5:
IRRIGATION MAINLINE AT THE = OCLOCK F05ITlOK
SEE CITY 5TAWARV5 5,IL7- L-2,
I. USE TEFLON ON ALL THREADED JOINT5,
6. ALL HIRE CONNECTIONS 5HALL BE KATERFRO AND APPROVED
BY THE RECREATION NO PAIRK5 DIRECTOR, 5FLIM- WILL NOT
2. ALL NIPPLES 19 -ALL BE 5CRX?ULE W PVC,. AL.- FI-TIM65
BE ALLOYED UNLESS APPROVED BY THE RECREATION AND
SHALL BE SCHEDULE 40 PVC.
PARKS DIRECTOR. THE APPROVED 5PL!CE`;- WL- REQUIRE THE
Lb ,, d
-
USE OF A SPLICE BOX,
5. ALL IRIRJ6ATION CONTROL VALVES SHALL BE PLACED IN A PLASTIC
LU
IRRI&ATION OOML VALVE BOX NPI VALVE 19 TA6. THE TOP OF
1 MAINTAIN 20(0hm) 5EPARATIONEET1,M REMOTE
THE- VALVE BOX 5HALL BE 2.0" BELOW FIN:SHEV GRADE IN TURF
CONTROL VALVES (CENTERLINE To CENTERLINE) AHEN MORE THAN
AND 2.0' (50im) ABOVE FIN15HED CRAVE IN PLANTER AREA, THE
ONE VALVE 15 IN15TALIMIN THE SAME LOCATION.
PLASTIC FOLLOWING VALVE BOXES AID LIDS OR APPROVED EQUAL
K)ST BE ABLE TO REPLACE VALVE WITHOUT aTTIM
ARE DEE"IED ACCEPTABLE. ANY DEVIATION FOR THE ACCEPTED BOXES
iRR16ATION LINES OR MOVIN6, BOX,
AND LIPS BELOW KroT BE APPROVED BY THE RECREATION AT PARKS
DIRECTOR,
B. WHERE POSSIBLE, LOCATE VALVES IN THE PLANTER AREAS.
SINGLE VALI/-'S, NDS PRO SEERIE5 1.4"XIct"
q. ALL iRRIOATION IN5TALLATIO%. 5HALL BE IN ACCORDANCE WITH
CORRUGATED VALVE BOX HITH 50LT DOWN 00VM.
CITY 5TANVAFV!, THE LATEST APPROVED EDITION OF THE UNIFORM
0019r,K COUPLER: NP5 PRO SERIES 10" ROUND
FIL11"IBIN6, CODE, MANUFAGTI ERS REC0+IEWATIONS,5WTION
COFZRI.16ATE0 VALVE BOX P41TH E30 -:T DOWN r-OVM,
20 OF THE STANDARD 5FE(,IFIr.A1ON5, AND A6 DIRECTED BY THE
RECREATION AND PARKS DIRECTOR,
WIRE PULL 130X: NCS PRO SERIES 15")(20" -UW
RECTANGULAR VALVE- BOX WITH= SOL- DOM COVIM,
10. ALL MATERIALS 05M 5HALL BE NEW AND FRM I" DEFECTS.
4. INSTALLATION OF EXTRA IRRICATIoN CONTROL HIRE FROM
11. ANY AND ALL CHANCES SHALL BE APPROVED BY THE RECREATION
IRRIGATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15
AND FARK5 DIRECTOR PRIOR To IMPLEMENTATION,
REQUIRED FOR EACH MANIFOLD (BUNDLE OF VALVES). EXTRA
HIRE SHALL BE A VJFFEMT C<7 -OR TIJM THE ONE U: -FD To
12,5EE APPROVED LAND5CAPEARR16ATION PLANS AND LESVOS
OPERATE VALVE -5. (ONE COLOR FOR ALL VALVE HIRES I ONE COLOR
FOR SPECIFIC MODEL NUMBEIRS, SIZE, QUANTITY, MANUFACTURERS
FOR ALL EXTRA ?0;0)
AND PERFORMANCE REWIRETNI`5.
CITY OF BAKERSFIELD REVISIONS
DETAILS FOR REMOTE; CONTROL
VALVES
STANDARD
PLAN NO,
t SHT 6 OF 14 APPROVIED R(F xXyxN'
DATE L-6
E - R EMOTE CONTROL VALVES
.T. .
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DRAWING TITLE:
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ODS
07/05/2010 -
Date
APRIL 30,2017
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DATE: 07-05-2016
SCALE: NA
DRAWN BY: mm
JOB NUMBER: 1407961
SHEET:
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07/05/2010 -
Date
APRIL 30,2017
E 1p. Dat� - --
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DATE: 07-05-2016
SCALE: NA
DRAWN BY: mm
JOB NUMBER: 1407961
SHEET:
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SHEETIO OF 14
TRACT #6557 PHASE 2
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ODS
07/05/2010 -
Date
APRIL 30,2017
E 1p. Dat� - --
op c xxk
DATE: 07-05-2016
SCALE: NA
DRAWN BY: mm
JOB NUMBER: 1407961
SHEET:
IPD-1
SHEETIO OF 14
TRACT #6557 PHASE 2
MAINLINE @ BACK__/
OF SIDEWALK
CENTERED
BUBBLER.
LATERAL LINE 12'
BACK OF EACH
SHRUB,
O4 -INCH LOCKING GRATE (INCLUDED)
ORAIN BIRD 1401
OROOT WATERING SYSTEM:
RAIN BIRD RWS-B-1401
1401 0.25 GPM BUBBLER
WITH RISER, GRATE, SWING ASSEMBLY,
1/2" MALE NPT INLET, AND BASKET
CANISTER
OFINISH GRADE/TOP OF MULCH
OOPTIONAL RWS SAND SOCK (RWS-SOCK)
FOR SANDY SOILS
O1/2 -INCH POLY SWING PIPE (INCLUDED)
O1/2 -INCH SPIRAL BARB ELBOW (INCLUDED)
O12 -INCH SWING ASSEMBLY (INCLUDED)
O1/2 -INCH MALE NPT INLET (INCLUDED)
1 0 PVC SCH 40 TEE OR EL
1 1 PVC OR POLYETHYLENE LATERAL PIPE
12 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED)
13 1/2 -INCH STRAIGHT SPIRAL BARB FITTING (1 OF 2, INCLUDED)
NOTES:
1. 4" GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P).
2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH.
3. SAND SOCK (RWS-SOCK) IS 34" IN LENGTH TO COVER MESH BASKET AREA.
4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD %" GRAVEL UNDER AND
AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION.
5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.
ROOT WATERING SYSTEM
N.T.S.
CITY OF BAKERSFIELD GENERAL RECORD DRAWING NOTES
1. The Contractor shall provide and keep up to date a complete "field record" set of blue line prints which shall be corrected daily indicating every change from the original drawings and specifications including
exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement. this set of drawings shall be kept on the site and shall be
used only as a field 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 or the Owner's representative.
3. The Contractor shall dimension from two permanent points of reference the location and changes of the following items including but not limited to:
a. Connections 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. Irrigation sleeve locations
i. Plant material substitution or layout changes
4. Before the date of final inspection, the Contractor shall deliver the corrected "field record" set to the Landscape Architect who will use the information to create a clean set of "record drawings". All work shall
be subject to approval by the Landscape Architect or the owner's representative and is subject to verification. Delivery of the "field record" set will not relieve the contractor of the responsibility of furnishing
required information that may be omitted from the prints compiles at the site. The Landscape Architect will use the information to produce:
a. A clean set of record drawings which will be submitted to the City of Bakersfield as the official "Record Drawings" for the project.
b. The Contractor shall stamp and sign each sheet to indicate "Record Drawings" as provided by contractor's representative.
C. Controller charts shall be produced from the final approved "Record Drawings".
5. Controller charts:
a. Provide one controller chart for each controller supplied, one submitted to the City's Representative and one electronic copy.
b. The chart shall show the area controlled by each automatic controller and shall be reduced in size to an 11 "x17" of the approved "Record Drawings".
C. The chart shall be a blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station.
d. When completed and approved, the charts shall be sealed by a plastic laminating process and spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each.
Drawing: Z:10LDI\O_DESIGN JOBS\Lennar\Tract 6557\WORKING DRAWINGS\LDI-WD-TR6557 DETAILS.dwg
Layout: IPD-2
Jul 05, 2016, 3:30pm
FROM
P.O.C.
/_ 10" ROUND VALVE BOX
FLOW
MASTER VALVE FLOW SENSOR
1. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED WITH A MASTER VALVE RELAY ASSEMBLY (MVR). THIS ASSEMBLY SHALL
CONSIST OF A RELAY PRE WIRED TO THE TERMINAL STRIP. ONE MVR IS REQUIRED FOR EACH CONTROLLER.
2. THE ASSEMBLY SHALL ALSO BE PROVIDED WITH A FLOW SENSOR ASSEMBLY FOR USE IN CONJUNCTION WITH A MASTER VALVE
TO MONITOR AND SHUT DOWN THE IRRIGATION SYSTEM IN THE EVENT OF AN EXCESS FLOW CONDITION. THIS ASSEMBLY SHALL
CONSIST OF A PULSE TRANSMITTER AND DECODER PRE WIRED TO THE TERMINAL AND DECODER PRE WIRED TO THE TERMINAL
STRIP AND A TEE MOUNTED FLOW SENSOR (see above detail).
3. RUN WIRES FROM FLOW SENSOR AND MASTER VALVE TO CONTROLLER. FLOW SENSOR WIRE (AEF # 9516-2SP).
COMMUNICATIONS CABLE AND SENSOR CABLE MUST BE IN SEPARATE 1" CONDUITS.
H
NOTE:
VALVE AND VALVE BOX SHALL BE IDENTIFIED WITH APPROVED
LABELS FOR RECLAIMED WATER AND/OR BE PURPLE IN COLOR.
MASTER VALVE
AND FLOW SENSOR
NOTE: VALVE AND VALVE BOX SHALL
BE IDENTIFIED WITH APPROVED
LABELS FOR RECLAIMED WATER
AND/OR BE PURPLE IN COLOR.
PLACE VALVE AT MAINLINE DEPTH
GATE VALVE
N.T.S.
AMETEX ROUND 5" SUPERFLEXON
ADJUSTABLE VALVE BOX OR EQUAL
FINISH GRADE
IN
RAIN GAUGE
N.T.S.
N.T.S.
GATE VALVE -SEE IRRIGATION LEGEND
CHAMPION 7000 SERIES GATE VALVE.
SEE GATE VALVE SPECIFICATIONS.
CONTRACTOR TO CUT SLOTS IN BOX
FOR MAINLINE CLEARANCE
PVC MAINLINE
PVC MALE ADAPTERS
1 CUBIC FOOT OF
3/4" GRAVEL
DR ESP -SITE -SAT SENSOR INPUT
,IN GAUGE. NO MORE THAN 100 PULSES
MAXIMUM. MOUNT ON POLE WITH NO
NS TO RAINFALL
ABLE WITH APPROPRIATE SPLICES -LENGTH
) (MAXIMUM 25)
N
I I DRAWING TITLE: 11
DETAILS
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* 07/05/2016
Date
A RII. 30, 2017
Eap. Dat,:
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DATE: 07-05-2016
SCALE: NA
DRAWN BY: mm
JOB NUMBER: 1407961
SHEET:
1PD-2
SHEET11 OF 14
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* 07/05/2016
Date
A RII. 30, 2017
Eap. Dat,:
OF C
DATE: 07-05-2016
SCALE: NA
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JOB NUMBER: 1407961
SHEET:
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* 07/05/2016
Date
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Eap. Dat,:
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DATE: 07-05-2016
SCALE: NA
DRAWN BY: mm
JOB NUMBER: 1407961
SHEET:
1PD-2
SHEET11 OF 14
TRACT #6557 PHASE 2
PLANTING NOTES
1. REFER TO PLANTING PLANS, PLAN NOTES, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING
INFORMATION. REFER TO IRRIGATION PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK.
2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE
PROJECT INSPECTION SCHEDULE.
3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK.
IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON
DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE PROCEEDING WITH WORK. ASSUME FULL
RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES.
4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL
UTILITIES, AREAS AND STRUCTURES IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND
EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY CONTRACTOR.
5. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND
OTHER STRUCTURES OR ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER
SHOWN HEREON OR NOT. WHEN SHOWN ITEMS DO NOT CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES
TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING WITH WORK.
6. PLANTING ACCESSORIES & MATERIAL:
A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS, 800-729-1314 OR APPROVED EQUAL.
B. TREE GUARD: 4" DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS,
800-458-7668 OR APPROVED EQUAL.
C. FERTILIZER TABLETS: AGRIFORM 20-10-5, THREE 20 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR
LARGER SIZE TREES, TWO 10 -GRAM TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR 1 GALLON
SIZE.
D. ROOT BARRIER: LINEAR 18"x20' ROLLS, OR APPROVED EQUAL.
E. MULCH: 2" LAYER WALK- ON BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL.
7. PRE -PLANTING PREPARATION:
A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY
OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE.
B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO THE GRADING
PATTERNS ESTABLISHED BY CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE
ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY OWNER'S REP. WHEN ADDITIONAL AREA DRAINS AND
SUBSURFACE DRAINAGE ARE REQUIRED FOR PROPER DRAINAGE OF PLANTING AREAS.
C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT
SUCH STRUCTURES.
D. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING
AREAS.
E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND
OTHER MATERIAL AS SPECIFIED TO SITE TOP SOIL.
8. PLANTS: ALL PLANTS OF THE SAME SPECIES/CULTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND
SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT -BOUND OR GIRDLING
ROOTS. REPLACE REJECTED PLANTS WITH MATCHING SPECIES, SIZE AND FORM.
9. LAWNS: INSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS, SUBJECT TO
OWNER'S REP.'S APPROVAL.
A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE.
B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION.
C. IRRIGATE LAWN THOROUGHLY AFTER INSTALLATION. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM
COVERAGE. CONTINUE REGULAR IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT
MAINTENANCE PERIOD.
10. PLANTING:
A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK
SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL
IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE.
B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE
MINOR ADJUSTMENTS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE.
C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED
PLANT SPECIES IN THE QUANTITIES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT/INTENT SHOWN
ON THE PLANS.
MAJOR ARTERIAL
OR COLLECTOR
TIL
50' MINIMI)M
M, DENOTES AREA WITHIN MIEPIAN A0CEP`T^8LE
FOR LANDSCAPING (SEE 2JAI,,-Q, E
FOR EXTENT OF PLANTER AREA). AREAS OUTSIDE
THESE LIMITS SHALL BE EN11RE.LY SURFACED
WITH APPROVE HARD SURFACE TREATMENT. USE
OF TREES OR OTHER FEATURES MAY BE LIMITED
PUM TO 516141 LINE RESTRICTIONS.
L 12.5' MIN ( I
i
I i
LAND51_APIN6 LIMITS H€THIN FIEDIAN5 -
MOW RAMP, START WITHIN HARD94APEq„( r II ®SMI 8
i
If
III 14'
I
IE
HARD SURFACE'. TREATMENT- DE:NOTE5
50% MIN. PLAN'T'ER AREA AGGEPTAEPLE HARD
'75% MAX. PLANTER AREA SURFACE TREATMENT
AS APPROVED BY ;t;:•
RECREATION AND :T....t.
,078/1- OF t-WIAN PARKS DIRECTOR
L A IS' MIN. BORDER OF HARD SURFACE TREATMENT 15 REWIRED ADJACENT TO THE BACK OF CURB THROUSHOiT ZONE B.
2. HHERE HIM 15 LESS THAN 12.5' MEASURED FROM I TO rL (6' PLANTER WIDTH) HARD 5U RFA 1! TREATMENT ONLY REQUIRED.
3. HARD SURFACE TREATMENT ONLY MUST BE INSTALLED AHEN THE MINIMUM WIDTH DOES NOT OCCUR FOR 50 CONSECUTIVE FST.
4. NO SHRUBS WILL BE ALLONED IN PLANTER AREA WITHOUT PRIOR APPROVAL OF RECREATION AND PARKS DIRECTOR
S. STAMPED CONCRETE INSTALLATION SHALL BE TO "BOMANITE" SPECINCATION5 OR APPROVED EMAL.
6. 'SPRAY HEAD' TYPE IW16ATION REQUIRES THE I5HARD SURFACE TREATMENT ALONG THE PERIMETER OF THE PLANTER TO BE
SLOPED INWARD TOHARD THE PLANTER AT 2%.
T. "BUBBLER HEAD' TYPE IRRIGATION IS ENCORA6ED, HOWEVER, WHERE STREET rL 6RADE5 EXCEED 2% FALL, "SPRAY HEAD' TYPE
IRRIOATION 15 REQUIRED.
F '
S. COLOR OF CONCRETE OR OTHER T I
PARKS DIRECTOR HARD SURFACE TREATMENT SHALL BE DETERMINED IN CONSULTATION WITH i4 EE RECREATION AND
q. ALLOWABLE SHAPE OF L.AND5GAPED PLANTER AREAS CAN BE FREE FORM AND €5 NOT LIMITED TO RECTANGULAR
OR CIRCULAR GONFI6URRTION5 AS LONG AS CONTAINMENT OF OVERHEAD IRRI6ATION 15 ACHIEVED.
10. INSTALL MOWER RAMP AT ALL MEDIAN BREWVPREFERA Y AT LEFT TURN POCKETS ADJACENT TO LAHN AREAS)
II. COMPACT 05650m) BASE TO 110% RELATIVE DENSITY BELOW ALL HARDSCAPE.
11 MOW RAMP REWIRED ON ALL ENDS OF MEDIANS- (2 MOW RAMPS PER ISLAND)
i!k" PER FT 114" PER iT 1/4" PER V4° PER FT j
2"M _��.r-..,..,.r�.,.y,,,.,..y.. ^rte"' -'•^Y `
15' 15' j
F,L, gaHY1 D '-
�i-EJ2°+SOD
SECTION A -A SECTION B -D- SECTION G -C
MOW RAMP NO PLANTER PLANTER 4 TURF AREA
CITY OF BAKERSFIELD REVISIONS
DETAIL FOR -
LANDSCAPE LIMITS WITHIN MEDIANS
ST:ANDARI)
PLAN NO.
SHT -._12--_ OT .-.-.Ah APPROVED RCEXYXXY DATE L- 12
r.� L-12 MEDIANS
v% N.T.S.
0.5' 05" RAD. (vmm)
CENTERLINE (G.15m) TYPICAL ALL 51-X5
OF FENCE FINIS IED
ORADE
CHAIN L:NK FENCE 1.0" (25rrur) (SEE NOTE >K3)
OR HOOD FENCE
-MOH STRIP
Nj CONCRETE MOW STRIP
05° RAD (15MM) 5EPARATE TLIRP FROM PLANTER
r
I.C" (25mm1 i � TYPICAL ALL SIDES
(5!-1 NOTE X3)----1 1.0° 1 q,0" / 0.5" RAD. (15ran1
TINI`t--TYPICAL TOP SIDES
6RADE
1% MIN. - 2% MAX. FALL
:%\ n �� �' c•i AWAY FROM PLAY6FOUND
5AV11 �1 7' 0 .,5m) - LAWN
•.` --. : 4GOM°ACTED
6.0" (150,,1 THICK- EARTH LOT ry-
CONCRETE MOW STRIP
LI MOW STRIP AT CHAIN LINK
FENCE AND P400D FENCE 7
BLOCK WALL
OR FENIGE APPROVED NATERPRCOFIN6
ON LOT 50E
0S" RAD. (15MM) i -BOJ
TYPICAL TOP SIDES RADE
(5EE NOTE 05)�
PINI5HEI2---\ ` (0251,) : _`COMPACTED
GRADE \ , \ EARTH
bo
THICK CONCRETE *j /
MOW 5TRIP %✓_'. //
SECTION
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e,
PLAN
MOW STRIP AT
WALL AND FENCE
1(02m) 1
ft
(02m) ---rnt PLr.T_n rmpTu
@PLAYGROUND SIDEWALK
NOTES:
L CONSTRUCT A DEEP 5GORE JOINT (19 AT EVERY FENCE POST AND
EVERY 15'(4,6W ON ALL OTHER CONCRETE SURFACES.
2. ALL AREAS TO RECEIVE CONCRETE SHALL BE COMPACTED TO
q0% RELATIVE DENSITY FOR A DEPTH OF 05' (15Onro) OR AS
APPROVED BY THE RECREATION AND PARKS DIRECTOR.
3. TOP OF MOW STRIP SHALL BE 1.0"(25m) ABOVE FINISHED
6RADE WHEN ADJACENT TO TT}RF AND 20'(50* ABOVE
FINISHED GRADE WHEN ADJACENT TO PLANTER
4. WHERE THE 6RADE ON THE LOT SIDE OF THE KAU 15 H16HER
THAN THE GRADE ON THE STREET SIDE OF THE WALL, WATER
PROOFIN615 REQUIRED. SEE CITY STANDARD SHEET L -q DETAIL 61
FOR WATER PROOFING iQUIREMENTS.
5. A q.0" (023,1 WIDE CONCRETE MOW STRIP 15 FMIFM FOR ALL
LAM AREAS ADJACENT TO AN EXI511NS OR PROPOSED FENGEMALL
CITY STANDARD SHIFT L-11, DETAIL %1'4 'N
6. ANY AND ALL CHANE? ✓ FROM THI5 STANDARD DETAIL SHEET
SHALL BE APPROVED BY THE RECREATION AND PARKS DIRECTOR
PRIOR TO CONSTRUCTION,
T ALL CONCRETE SHALL ! CLASS "B" IN ACCORDANCE WITH
CITY STADARD5, THE LATEST EDITION OF SECTION -5 OF THE
STANDARD SPECIFICATION AND AS APPROVED BY THE RECREATION
AND PARKS DIRECTOR
6. MOH STRIP ALONG WALL 54ALL INCLUDE PILASTER
4. MOK STRIP SHALL BE INSTALLED AT ALL PROPERTY LINES.
CITY OF BAKERSFIELD
DETAIL, FOR CONCRETE MOW STRIPS
& PLAYGROUND SIDEWALK
SHT Il Of 14 ' AfTROVE,D RCE YXXXX DATE:
REVISIONS
STANDARD
PLAN NO.
L" 1
6"`-% L-11 MOW STRIPS &SIDEWALKS
L)J N.T.S.
D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS
OTHERWISE SHOWN OR NOTED.
E. FOR TREES WITHIN 5 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT
BARRIER FABRIC WITH ROOT INHIBITING PELLETS 18" DEEP ALL AROUND THE PLANT PIT, WITH 4" MINIMUM END
OVERLAP.
F. PLANT TREES, SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS.
G. INSTALL 2" DEEP WALK ON BARK MULCH IN SHRUB BEDS.
11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF
COMPLETED WORK. REPLACE DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD.
CITY OF BAKERSFIELD GENERAL LANDSCAPE NOTES
1. Premium quality plant material is required for this project. No plant material will be accepted for this project unless it meets or exceeds the upper end of the industries standards for the sizes specified. All plant materials
must be of excellent form, size, health, and crown density. Any plants that do not meet this standard will be rejected by the architect or the City representative.
2. Trees shall be staked as per the details and specification.
3. There shall be no substitutions or deletions from any plant materials without written approval from the landscape architect, the owner, and the City's representative.
4. The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation.
5. All landscape details shall be in accordance with C.O.B. standard details and as directed by the city engineer.
6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the C.O.B. or landscape architect prior to construction or tree installation.
7. Prior to the final C.O.B. acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a certified pest advisor applicator. Contact the C.O.B. for
verification of application.
8. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.O.B. standard detail.
9. Contractor shall install on all landscape areas a 2" layer of mulch: 2" redwood bark chips supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust, seeds, constructive materials
and splinters. Any dyed products will not be accepted. Contractor to provide C.O.B. samples for approval.
10. Quantities on the landscape legend may not be accurate; the developer shall be responsible to install all plant material as per the designed plans or as directed by the City's representative.
11. All trees under utility lines are subject to change per C.O.B.
12. All plant material shall be inspected by the C.O.B. prior to planting.
CITY OF BAKERSFIELD MAINTENANCE PERIOD NOTES:
1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and
controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days.
2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department.
3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor.
4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris.
5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent
herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days
after application and disposed of off-site.
6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the
terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended
one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a re -inspection by a City of Bakersfield Recreation and Parks representative.
When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the area in writing.
7. The contractor shall properly and completely maintain all parts of the irrigation system.
8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions.
9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy
condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original
planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls,
fences, mow curbs, valve boxes, tree bases, shrubs, etc.
10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents
made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved
substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller,
and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City.
11. Before the start of the maintenance period, the Contractor shall submit all unedited invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund.
Drawing: Z:\0_LDI\0_DESIGN JOBS\Lennar\Tract 6557\WORKING DRAWINGS\LDI-WD-TR6557 DETAILS.dwg
Layout: IPD-3
Jul 05, 2016, 3:30pm
SOIL AMENDMENT NOTES:
SOIL PREPARATION PER 1,000 S.F.
3 CU. YDS. NITROLIZED WOOD SHAVINGS OR EQUAL
15 LBS. 15-15-15 FERTILIZER
ROTO -TILL TO DEPTH OF 8" (FOR SLOPES 3:1 AND
LESS)
BACKFILL MIX
6 PARTS OF NATIVE ON-SITE SOIL
4 PARTS OF NITROLIZED SHAVINGS OR EQUAL
18 LBS. OF GRO-POWER PLUS PER CUBIC YARD OF
MIX
AGRIFORM 21g PLANTING TABLETS
ONE (1) per each 1 -GALLON PLANT
TWO (2) per each 5 -GALLON PLANT
THREE (3) per each 15 -GALLON PLANT
FIVE (5) per each 24" -BOX PLANT
FOR BID PURPOSES ONLY PENDING
SOILS TEST AND RECOMMENDATIONS.
i�
QUAL
NOTE:
ALL SHRUBS AND GROUNDCOVER TO BE
PLANTED AT EQUAL TRIANGULAR SPACING
UNLESS OTHERWISE INDICATED ON PLANS.
PLANT A MINIMUM OF 18" FROM SIDEWALKS,
CURBS OR DRAINAGE SWALES.
E1 PLANT SPACING
N.T.S. FD
INSTALL TREE5 ALONG !:
G OF I"LANTER
k" (loom,
BERM REGURED
D15TANGE VARIES
-----..... ---------------�
INSTALL ROOT BARRIER
PA PER GIARRBNT - c'
MAKFACTJRERS PLANTItY TABLETS •: j,%\.
SPE
'SEE NOTE 6)
i
HI l_� P�ANT1NQ T P.00 ARV
K1
NOTES:
I. APPLY SOIL AHWfN T A5 PER 501L TEST.
TAKER WITH NEW 20°
2. ALL TREES 5HN_L BES 115dMM) DIA.
",ESE(IRE TREATED) LODGE POLE PINE, RD40VE WRBERY
TREE 5TAKE5 FRAM ALL PLANT MAT?R:AL DEL€VIERM TO THE
PwJBrT 5[TE AW INSTALL- NEN TREE 5TAKE-.,.
3. CONS RUGT
MOM A5 R-90AF ? TO SECURE PLANTS STABILITY
17JRW COWTIWTION INSTALiAi10N
4. ARBOR TREE q IABD OR APPROVkD EgiAL 15 REC%IIRED AROUF�
ALL TREES PLANTED IN LAY4 AREA',.
5, ROOT GUARD BARRIER 15 REWIRM 40 THE TREE TRW :5
50(131,y) OR LESS FROM ANY HART' SURFACE., PLACE BARRIER
PARALLEL A_ON5 THE EDGE OF HARD SURFACE
6, FLANnNS TABLET SHALL BE PLACED 20" 00mV BEI ON
FINI5NED 6RADE NEAR ROOT FOJNPATION A5 FOLLOWS:
1 -
TABLET PER 16AL. 0:11 LI
3- TABLETS PER 5 GAL. (0.q L)
b - TABLE'S PER I5 GAL. ('36E Q
4 - TABLETS PER 2.0' (OAIM) BOX
i. Aw AND ALL DEVIATIONS FROM THIS STA.W7AR0 SHALL BE
APFWAV BY THE RBC EAiTION AND PARKS DIRECTOR
6- ALL LANDSCAPE INSTALLATION SHALL BE IN ACCORDANCE ATH
CITY 6T*VARD5, MAN)FACTLIRERS RECOMMENDATION, NO SEGnON
20 OF THE STANDARD 5PECIFIGATIONS.
q- ALL MATERIAL I MALL BE NEW AND FROM IMPERPtGnONS.
10 SEE APPROVED LAN0%AFFJIR9,6ATION R -AM FOR
SFVIFi6 MODEL IAM�M, SIZE, MANJFACTLI RER, APD
PERFORMANCE REMIREMENTS.
11- ADD 2' OF PaIIELE Or WOOD GHiP MATERAL FROM CITY$
6REV+V6TE 17AGILITY OR APPROVED 'AUAL
FRE`/AILING
------ WI'•C7 DIRECTION
TREE
! TREE 5T,4KE5
�_�'---------- 5JPPORT
JI a16KE LOCATION
��-. SFIRUB
NATER ) !�
BASIN l a4.0" BERM
1 (100 W)
TING TABLETS
NOTE #611
I WDTN
�UfiGLT1 RBE- SOIL O2XF R00TBALL
2x ;,IDTw
OP ROOTBALL"KI TYPICAL SHRUB
II STAKING DETAIL ELANTIN6 DETAIL
CITY OF BAERSFIELD REVISIONS
DETAIL: FOR TREE AND
SARI B PLANTING
sNT' i0 OF I4 I APPROVED
ace xx XXX
STANDARD
PLAN NO.
L-10
L-10TREE AND SHR�UB�PLANTING
N.T.S.
THE OBJECTIVE 15 TO SOFTEN THE V15UAL IMPACT OF A FENCE: OF, HALLED FiRONTA&E.
PLANT MATERIAL SHALL BE: 5ELECTED TO PROVIDE A PLEASING LAND50APE: HITHf LON
MAINTENANCE REWIREMENT5. LAND5CAPE PLANT MATERIAL COMBINATION5 5MALL BE
REV€SHED AIV APPROVED BY CITY PARKS 0IV1510N.
A SEPARATE AUTOMATIC IRRI6ATION SYSTEM IS RE-OUIRED
NTS OR MASOWY HALL
-
..............................................WIDTH VARIE-----------------------------
-------------------
OF SLOPE _........... "41X5:5'-20' O.G. .
k__SUMP OR DRILL 5 TE AREA--%
io
Vy
a' PLAN
51DENALK VARIE51
SECTION
NTS
GATE
i�EXAL.
WONDER TREE E W2484 OR APPROVED
2 TIES PER 5TAKE. (3 TIES AS NEF
5TAKE(S)
i
gig
(SEE NOTE #2 AND DE AIL Ji,)
ubi
TRLW GUARD
-J -
m
FOR TURF ONLY
W
CONCRETE
PATER BASIN
CURB/GUTTER - ' / 5'� HIDE LANDSCAPE PLANTING AREA (TPEc5/5HRUB5)
ORIY'EKAY
51DEWALK AREA'-------- / ELEVATION
NTS
4.0" BER**
'~
TTT
T
(IOOmm)
WELL OR FM*=.
LANW,APED. IF FRONTA6E 15 LESS THAN i00 4. ALL PLANTS (SHRU1 S TREE5) SHALL HAVE AN
8. NO LANDSCAPE IMPROVEI-E1,17t5 SHALL M
j :
\
GROI+I OF TREE TO BE
0.5" (15rrm) A,OVE F.G.
EXTENDW TO THE FACE OF WALL Mf RE 51F OR
ALL
(rHIROJauT1
�?
FEET AS MEA9L'R.i: J PARALLEL TO THE ADJP.GENT
PLANTIW, TA3l-E1'5
5TRWT.
NOTE W
U
UJ
NOTES:
I. APPLY SOIL AHWfN T A5 PER 501L TEST.
TAKER WITH NEW 20°
2. ALL TREES 5HN_L BES 115dMM) DIA.
",ESE(IRE TREATED) LODGE POLE PINE, RD40VE WRBERY
TREE 5TAKE5 FRAM ALL PLANT MAT?R:AL DEL€VIERM TO THE
PwJBrT 5[TE AW INSTALL- NEN TREE 5TAKE-.,.
3. CONS RUGT
MOM A5 R-90AF ? TO SECURE PLANTS STABILITY
17JRW COWTIWTION INSTALiAi10N
4. ARBOR TREE q IABD OR APPROVkD EgiAL 15 REC%IIRED AROUF�
ALL TREES PLANTED IN LAY4 AREA',.
5, ROOT GUARD BARRIER 15 REWIRM 40 THE TREE TRW :5
50(131,y) OR LESS FROM ANY HART' SURFACE., PLACE BARRIER
PARALLEL A_ON5 THE EDGE OF HARD SURFACE
6, FLANnNS TABLET SHALL BE PLACED 20" 00mV BEI ON
FINI5NED 6RADE NEAR ROOT FOJNPATION A5 FOLLOWS:
1 -
TABLET PER 16AL. 0:11 LI
3- TABLETS PER 5 GAL. (0.q L)
b - TABLE'S PER I5 GAL. ('36E Q
4 - TABLETS PER 2.0' (OAIM) BOX
i. Aw AND ALL DEVIATIONS FROM THIS STA.W7AR0 SHALL BE
APFWAV BY THE RBC EAiTION AND PARKS DIRECTOR
6- ALL LANDSCAPE INSTALLATION SHALL BE IN ACCORDANCE ATH
CITY 6T*VARD5, MAN)FACTLIRERS RECOMMENDATION, NO SEGnON
20 OF THE STANDARD 5PECIFIGATIONS.
q- ALL MATERIAL I MALL BE NEW AND FROM IMPERPtGnONS.
10 SEE APPROVED LAN0%AFFJIR9,6ATION R -AM FOR
SFVIFi6 MODEL IAM�M, SIZE, MANJFACTLI RER, APD
PERFORMANCE REMIREMENTS.
11- ADD 2' OF PaIIELE Or WOOD GHiP MATERAL FROM CITY$
6REV+V6TE 17AGILITY OR APPROVED 'AUAL
FRE`/AILING
------ WI'•C7 DIRECTION
TREE
! TREE 5T,4KE5
�_�'---------- 5JPPORT
JI a16KE LOCATION
��-. SFIRUB
NATER ) !�
BASIN l a4.0" BERM
1 (100 W)
TING TABLETS
NOTE #611
I WDTN
�UfiGLT1 RBE- SOIL O2XF R00TBALL
2x ;,IDTw
OP ROOTBALL"KI TYPICAL SHRUB
II STAKING DETAIL ELANTIN6 DETAIL
CITY OF BAERSFIELD REVISIONS
DETAIL: FOR TREE AND
SARI B PLANTING
sNT' i0 OF I4 I APPROVED
ace xx XXX
STANDARD
PLAN NO.
L-10
L-10TREE AND SHR�UB�PLANTING
N.T.S.
THE OBJECTIVE 15 TO SOFTEN THE V15UAL IMPACT OF A FENCE: OF, HALLED FiRONTA&E.
PLANT MATERIAL SHALL BE: 5ELECTED TO PROVIDE A PLEASING LAND50APE: HITHf LON
MAINTENANCE REWIREMENT5. LAND5CAPE PLANT MATERIAL COMBINATION5 5MALL BE
REV€SHED AIV APPROVED BY CITY PARKS 0IV1510N.
A SEPARATE AUTOMATIC IRRI6ATION SYSTEM IS RE-OUIRED
NTS OR MASOWY HALL
-
..............................................WIDTH VARIE-----------------------------
-------------------
OF SLOPE _........... "41X5:5'-20' O.G. .
k__SUMP OR DRILL 5 TE AREA--%
io
Vy
a' PLAN
51DENALK VARIE51
SECTION
NTS
GATE
CITY OF BAKERSFIEL
TYPICAL LANDSCAPE WALL
OR FENCE SCREEN
SI -1)• 13 OF I4 I APPROVED RU_,,Xxxxx DATE,
REVISIONS
L-13 WALL OR FENCE SCREEN
N.T.S.
STANDARD
PIAN NO.
L-1.3
1 i I I
m
2
W
CONCRETE
/0'-5; HIDE': LAN05CAPE PLANTING (SHIT2U55 ONLY)
CURB/GUTTER - ' / 5'� HIDE LANDSCAPE PLANTING AREA (TPEc5/5HRUB5)
ORIY'EKAY
51DEWALK AREA'-------- / ELEVATION
NTS
UJ
NQIE�ac_
1. AREA BETNEEN BACK OF SIPEWALK AND WALL S. ALL 6RO.W COVER SHALL BE REI/115,M AND
'T. NO CLIMINN9 VINES SHALL BE U5W TO SCREEN
OR FENCE AT PROPERTY UNE SHALL BE APPROVED BY CITY FARK5 DIVISION-
WELL OR FM*=.
LANW,APED. IF FRONTA6E 15 LESS THAN i00 4. ALL PLANTS (SHRU1 S TREE5) SHALL HAVE AN
8. NO LANDSCAPE IMPROVEI-E1,17t5 SHALL M
LINEAR FEET, THE AREA i3)=T1^=-N FMCZ%ALL AND INDIVIMAL ABLER.
ALL061D ANd7 CONCRETE SIP5 ALK 5HALL W -
BACK OF CURB SHALL RELIEVE CONCRETE, 5, IRRIGATION SYSTEM SHALL HAVE A SEPARATE
EXTENDW TO THE FACE OF WALL Mf RE 51F OR
2 6R,aM COVER MAY 151E USM ONG.Y HHENi POINT OF CONNE-11TION•
DRILL SITE FRONTAGE 15 L THAN 100 LINEAL.
DISTANCE BETHMN BACK OF SIDEWALK AND FENCE 6. SHR1,ft AND TREES SHALL BE SPACED NO
FEET AS MEA9L'R.i: J PARALLEL TO THE ADJP.GENT
EXCEEDS 101. CLOSER THANYa THEIR FULL DIAMETER AT MA.TURIT°'-
5TRWT.
CITY OF BAKERSFIEL
TYPICAL LANDSCAPE WALL
OR FENCE SCREEN
SI -1)• 13 OF I4 I APPROVED RU_,,Xxxxx DATE,
REVISIONS
L-13 WALL OR FENCE SCREEN
N.T.S.
STANDARD
PIAN NO.
L-1.3
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JOB NUMBER: 1407961
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DRAWN BY: MM
JOB NUMBER: 1407961
SHEET:
1PD-3
SHEET1 2 OF 14
TRoCT #6557 PHASE 2
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.
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 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. the plasstic laminating shaeets shall be a minimum of 10 mil. thickness each.
Drawing: Z:\0_LDI\0_DESIGN JOBS\Lennar\Tract 6557\WORKING DRAWINGS\LDI-WD-TR6557 SPECS.dwg
Layout: LS -1
Jul 05 2016, 3:30pm
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 and 1/2 inch 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 2inch 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 class 200 with solvent -weld joints.
2. Pipe shall be made from NSF approved, Type 1, Grade II, 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 2.01C, 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: -OMIT
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. 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. 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 work
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 showv'
e Idence 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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DRAWING TITLE:
SPECIFICATIONS
Know what's
below.
Call before you
dig.
,,ODSCID
C p
ti tiG 2
07/05/2016
Date
4PREL 30, 2017
9 Lxp. Dat
DATE: 07-05-2016
SCALE: NA
DRAWN BY: MM
JOB NUMBER: 1407961
SHEET:
LS -1
SHEET13 OF 14
TRACT #6557 PHASE 2
MAINTENANCE PERIOD NOTES:
1. The contractor shall provide all labor, materials and equipment to perform work during the
post -installment maintenance period, as specified herein including but not limited to: adequate watering
of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred
and sixty-five (365) days.
2. The contractor shall maintain the project on a continuous basis from the first day after planting is
completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department.
3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be
the responsibility of the contractor.
4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept
clean and free of weeds, litter and debris.
5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious
weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective
post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven
days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall
be removed seven (7) days after application and disposed of off-site.
6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations
and proper preventative or control measures taken. Should the city, during the maintenance period,
discover that the terms for the maintenance period as stated herein have not been strictly adhered to,
then the days accruing toward completion of said maintenance period will be terminated. The
maintenance period will be extended one (1) day for each day the area is out of its maintenance period.
After the area has been brought up to city standard, the city will require a re -inspection by a City of
Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in
satisfactory condition, then, and only then, will the city re -accept the area in writing.
7. The contractor shall properly and completely maintain all parts of the irrigation system.
8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to
compensate for seasonal conditions.
9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the city's
representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy
condition from the site shall be replaced with material of like kind and size and in a manner specified for
original planting. g p g. If the replacement plants do not represent a similar foliage representation of the
original planted material, the contractor shall replace plants with the next available up-sized container.
All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to:
sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc.
10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of
blue line prints an "as built" drawing. The drawings shall include all deviations from the original bid
documents made during construction that affect the main lines, controller locations, remote control
valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate
and show approved substitutions of size material and manufacturer's name and catalog numbers. Also,
a set of 11 x 17 laminated "as built" with highlighted color coded irrigation reference chart and
schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment,
shall be submitted to the city.
11. Before the start of the maintenance period, the contractor shall submit all unedited invoices of said rain
bird equipment to the city of Bakersfield Recreation & Parks representative for their maxicom dollar
fund.
Drawing: Z:10_LDI\0_DESIGN JOBS\Lennar\Tract 6557\WORKING DRAWINGS\LDI-WD-TR6557 SPECS.dwg
Layout: LS -2
Jul 05, 2016, 3:30pm
LANDSCAPE PLANTING SPECIFICATIONS
PART 1 - GENERAL CONDITIONS
1.1 Description:
A. Work Included:
1. The work included in these specifications shall consist of the furnishing of all
labor, tools, materials, permits, appliances, taxes and all other costs,
foreseeable and unforeseeable at the time of contracting necessary and
appropriate for the installation of the accompanying drawings.
2. No deviation from these specifications or from the agreement or from the
general conditions is authorized and no such deviation shall be made unless
the written authorization, therefore signed by the Owner or his duly authorized
representative, has been obtained in advance.
1.2 Interpretation of Plans and Specifications:
A. The Landscape Architect will interpret the meaning of any part of the any plans and
specifications about which any misunderstanding may arise, and his decision will
be final.
B. Should there appear to be an error or discrepancy in or between the plans,
specifications & planting lists, the Contractor shall refer the matter to the Landscape
Architect for adjustment before proceeding with the work. Should the Contractor
proceed with the work without so referring the matter, he does so on his liability.
1.3 Quality Assurance:
A. Quality of work: The Landscape Architect shall be notified at least two days prior
to work commencement, by the Contractor and prior to inspection visits by the
Landscape Architect. All work shall be done in a good workmanlike manner in
accordance with all plans andspecifications and best considered practice, shall
meet with the approval of the Landscape Architect and Owner and shall be in
accordance with the requirements of local building codes and laws. Any defective
work will be redone at the Contractor's expense as directed by the Landscape
Architect.
B. Permits: The Contractor will be responsible for obtaining any and all necessary
building permits from the city of other governmental authorities.
C. License requirements: The Contractor shall carry necessary Contractor's California
State License or Certificate for type of work listed, such as the Landscape
Contractor's License.
D. Insurance coverage: The contractor shall carry all necessary compensation and
liability insurance to cover his workmen and work to protect the Owner from any
possible damage suit or lien on the Owner's property in the course of the work by
the Contractor and will show the Owner such evidence of above indicated
insurance coverage prior to initiating work.
E. Property, etc., Damage responsibility:
1. The Contractor is to protect at all times all existing utilities,
structures, trees, plants and other features intended to remain on
and adjacent to the job site and to repair or replace any
damaged items in a neat and good workmanlike manner during and
due to his work on the job and he shall assume all damage or injury
that may result to all such property and/or to persons where such
damage or injury is caused in connection with his work or is due to
his negligence or to his leaving open or unprotected portions of
streets or other property.
2. Should any part of the work under this contract be damaged by
other contractors, the Contractor and party causing such damage
shall make adjustments between themselves and not with the Owner
relative to the repairs or reconstruction and payment for same.
F. Knowledge of site: It is assumed that the Contractor has visited the site and
familiarized himself as to the site conditions and shall have verified all dimensions
as well as ascertaining the means of getting into the site and any other factors
affecting the work.
1.4 Costs:
A. Segregation of costs: At the time of execution of the contract, the Contractor shall
furnish to the office of the Owner, for purposes of accounting and scheduling, a
segregated cost schedule or breakdown of the contract price, listing the various
components in the plans as well as unit prices of each component specified in a
form satisfactory to form the Owner. These schedules shall also be used as the
basis in formulating the progress payments to be made to the Contractor and
these cost breakdowns shall be part of the contract.
B. Extras or changes: Any extras or changes from the contract on the job shall have
the prior approval of the Landscape Architect and must be approved in writing by
the Landscape Architect and Owner.
C. Increased costs: If the extra or change is to be done at increased cost over and
above the contract fee, the Owner shall sign the Contractor's written request for
such additional funds for extra work prior to actually doing this work.
1.5 Product protection, storage and handling:
A. Site condition: The Contractor, in the course of his work, is to keep the site in a
neat and tidy condition as much as is practical so as not to disturb the normal
usage of the surrounding areas by the Owner or by others.
B. Site clearance: Upon completion of the work, the Contractor shall properly clean
and tidy such work and the surrounding areas used by and remove any or all excess
materials, dirt, debris from the site or to dispose of same as directed by the
Landscape Architect.
C. Owner's materials: During the course of the work, any materials, equipment and
services may be provided by the Owner and used by the Contractor in the job, for
such materials, equipment, and services, the Contractor is to give credit to the
Owner at the standard current rate for such items. Such credit, if any, will appear
in the final billing by the Contractor to the Owner.
D. Plans and specifications: All landscaping including plants, ground covers, soil
additives and other miscellaneous landscape items shall be provided and installed
in strict accordance with plans and specifications prepared by Owner.
E. Changes: The Owner shall have the right to make minor changes in the
landscape design and installation to insure practicality of design and for aesthetic
reasons at no additional cost.
PART 2 - MATERIALS
2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper
grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be
below hardscape as follow: 2" for ground cover areas, 1" for lawn areas.
2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive
compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods
will not break readily. Water shall be applied, if necessary, to provide ideal moisture content
for tilling.
2.3 Weed removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by
their roots wherever possible and removed from the site. Where necessary to discourage
reoccurence of this material, the Contractor shall apply one or more treatments of a satisfactory
chemical per manufacturer's directions in regard to concentration plus allowance of an ample
period of time for effective performance prior to cultivation. The site shall be maintained in a
weed and litter free condition during the maintenance period. Weeds shall be removed at
frequencies adequate to prevent the maturation of weed seeds.
2.4 Plants:
A. Inspection:
Plants shall be subject to inspection and approval or rejection by the Landscape Architect at
place of growth and/or the project site at any time before or during progress or work for size,
variety, condition, latent defects and injuries. Rejected plants shall be removed from the site
immediately.
B. Conditions:
Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from
plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling
their containers, but not to the point of being hoot bound.
2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all
times before and during planting operation.
2.6 Planting requirements for trees and shrubs:
A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted
approximately as shown on the landscape drawings and are to be approved by the
Landscape Architect before being removed from containers and excavating soil for planting.
B. All backfill materials shall be mixed thoroughly on site before using. See soil analasyst
from soil engineers for exact compaction rates.
PART 3 - EXECUTION
3.1 Planting:
A. Container -grown plants to be planted in plant pits two (2) times wider than plant container
and a depth of twice the height of plant container: Plant crown to be slightly higher than its
natural growing height after settlement.
B. Pruning of plants will not be tolerated.
C. All plants shall be watered immediately, before backfilling planting pits.
D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of
planting.
E. Plant all plants 5' minimum from irrigation heads (slopes only).
F. Scarify the sides of each root ball prior to planting if circular root is evident.
G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to
be accurate.
H. Plant symbols take precedence over quantities specified.
3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to
the commencement of the work.
3.3 Contractor shall submit all material receipts to Landscape Architect.
3.4 Maintenance:
A. Maintenance period shall not begin until entire installation is accepted by the Owner.
B. Maintenance period shall be for the following duration: 90 Days.
1. All plants and planting shall be guaranteed for the following durations beginning at the
first day of the maintenance period.
Trees and shrubs, 15 gallon and larger.... 1 Year
Potted plants & pottery .................... 1 Year
Shrubs, 5 gallon and smaller .............. 90 Days
Ground cover. . ........................ 90 Days
Lawn .................................. 90 Days
2. All dead, damaged or broken plant material, including sodded and seeded lawns and
ground cover, shall be replaced at two-week intervals.
C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of 30 days. Landscape
Architect will specify type, depending on season. Perform last fertilizing at end of
maintenance period in the presence of the Landscape Architect.
PART 4 - PLANTING NOTES
4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is
damaged due to his negligence.
4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any
landscape material as requested by the construction manager.
4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager
and/or Landscape Architect for approval.
4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape
Architect. See Soil Preparation Requirement, sheet LS -110.
4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition
throughout the maintenance period. (See specifications).
4.6 Plant symbols take precedence over plant quantities.
4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site
and while being held at the site. Do not store plants in total darkness for more than one day.
4.8 Wilted plant material shall not be planted or used on the project.
4.9 Do not damage plant root during transportation or planting process.
4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form
or damage before or after planting.
4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to
planting.
4.12 All surface rock and debris 3" and larger shall be removed from planting areas and then
from the site.
4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil.
4.14 Prune trees as directed by Landscape Architect after inspection.
4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation.
4.16 Any and all damage in new and existing paving caused by the Contractor shall be the
responsibility of the Contractor and be repaired by the Contractor.
4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding.
PART 5 - HYDROSEEDING MATERIALS. -OMIT
5.1 Seed:
A. Label seed and furnish in sealed standard containers with signed copies of a statement
from seed vendor certifying that each container of seed delivered is fully labeled in
accordance with California State Agricultural Code and is equal to or better than
requirements of this section.
B. Contractor shall submit all seed labels and certification letter to landscape architect for
verification and approval.
C. Seed which has become wet, moldy or otherwise damaged in transit or storage will
be rejected.
5. Fiber Mulch:
A. Composed of green colored wood cellulose fiber containing no germination or growth
inhibiting factors.
B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer,
water and additives in a special 1,500 gallon slurry tank, the fibers and above materials
will become uniformly mixed to form a homogeneous slurry.
C. Weight specifications of this material from the suppliers and for all applications, shall
refer only to the air dry weight of the fiber materials. Absolute air dry weight is based
on the normal standards of the Technical Association of the Pulp Industry for wood
cellulose and is considered equivalent to 10% moisture. Each package of the cellulose
fiber shall be marked by the namufacturers to show the air dry weight content.
D. Acceptable Manufacturer: Conwed.
5.1 Seed:
A. Dry, organic powder hydrocolloid formulation.
B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry,
either alone or in combination with other materials. pH to be stable in presence of
fertilizer.
C. Application of soil and mulch tackifier to be made at a minimum rate of:
a. Flat areas -80 pounds per acre.
b. Sloped areas (3:1 or steeper) -120 pounds per acre.
D. Acceptable Manufacturer: Ecology control -M Binder by Conwed.
E. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal.
F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry.
END
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0.39 psi
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DRAWING TITLE:
IRRIGATION
PLAN I
XIODS
07/05/2-016
Date
APRIL 30, 2017
Exp Date
CXAVX
DATE: 07-05-2016
SCALE: 1 "=20'-0"
DRAWN BY: MM
JOB NUMBER: 1407961
SHEET:
LI -1
SHEET 3 OF 14
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Date
APRIL 30, 2017
Exp Date
CXAVX
DATE: 07-05-2016
SCALE: 1 "=20'-0"
DRAWN BY: MM
JOB NUMBER: 1407961
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Exp Date
CXAVX
DATE: 07-05-2016
SCALE: 1 "=20'-0"
DRAWN BY: MM
JOB NUMBER: 1407961
SHEET:
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DRAWN BY: mm
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JOB NUMBER: 1407961
SHEET:
LI -3 5 OF 14
TRACT #6557 PHASE 2
GENERAL IRRIGATION NOTES
1 ALL LOCAL MUNICIPAL AND STATE LAWS, 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.
2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE
LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE
PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE.
3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.
4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.
5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN
PLANTING AREAS.
6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST
THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD
CHANGES DEEMED NECESSARY BY THE OWNER.
7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY,
COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.
8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE
FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER.
10 CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCHEDULE 80 UNION AND SCHEDULE 80 BALL VALVE AT EACH REMOTE VALVE, TO BE
THE SAME SIZE AS VALVE DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY'S REPRESENTATIVE FOR EXACT
CONFIGURATION.
11 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED
AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A
MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SLEEVE CROSSINGS
SHALL BE MARKED ON FACE OF CURB BY ENGRAVING'IR'.
12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE
INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE.
13 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT
OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR
ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS
UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.
14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING
IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.
15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL
EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO
COMMENCING WORK.
16 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER.
CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING
WORK AND UPON COMPLETION OF WORK.
17 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS
AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO
LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS
REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK.
18 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED
BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND
DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK.
19 CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO
COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE.
20 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS
THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR.
21 EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF
THE EXISTING SYSTEMA D
N MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF
NECESSARY.
22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL
REPLACE WITH SAME MANUFACTURER AND MODEL.
23 THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS
REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL
DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO
ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO
COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY
DISCREPANCIES PRIOR TO COMMENCING WORK.
24 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING
IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES,
CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY
INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID
SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND
APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL
PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS.
25 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION
SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS
REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS
PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS EN OR ADJUSTMENT OF THE
EXISTING ADJACENT IRRIGATION SYSTEMS.
26 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT
SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT
SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT.
27 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT,
INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND
LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
28 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100%
HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH
OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
29 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER
RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE
PRIOR TO COMMENCING WORK.
30 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW
WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER.
31 CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING
CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE.
32 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE
DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT
MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT.
33 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER.
CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND
UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION
SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. ALL ADJACENT SYSTEMS SHALL
MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. r
Drawing: Z:\0_LDI\0_DESIGN JOBS\Lennar\Tract 6557\WORKING DRAWINGS\LDI-WD-TR65571RRIGATION.dwg
Layout: LI -4
Jul 05, 2016, 3:30pm
CITY OF BAKERSFIELD GENERAL IRRIGATION NOTES
1. Install materials as called out in details and as per specifications.
2. There shall be no deletions or substitutions without the approval of the owner, their agent, and/or the landscape architect.
3. All sprinklers and valves shall be adjusted for required coverage with minimum or no overspray. Landscape architect shall
have final approval.
4. Components locations are approximate and diagrammatic as indicated.
5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the
irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the
irrigation line. All sleeves crossing locations will be indicated by chiseling "IR" on the face of the concrete curb. Verify with
C.O.B. for approved method and type.
6. All systems are designed for performance at 30 & 35 PSI pressure.
7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final
location shall be decided at construction. Landscape contractor shall be responsible for final connection.
8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locations.
9. Contractor shall install controllers in enclosures in a Strong Box model 22 -SS. Verify with C.O.B. prior to installation. Install
as per C.O.B. specifications.
10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as per
plans.
11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes,
Ametek or approved equal (per C.O.B.). Each box lid shall be heat branded. Verify with C.O.B for exact configuration.
12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare.
One (blue) wire shall be used for the master valve. Verify with C.O.B.
13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations.
14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve
location. Verify with C.O.B for exact configuration.
15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere
with the installation and/ or location of the irrigation and landscape materials.
16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B.
'aY9 3. E �k�$Ac?wi 'fm`�w&+'k
HYDROZONE
INFORMATION
TABLE
HYDROZONE*
ZONE OR
IRRIGATION
AREA
% OF LANDSCAPE
VALVE
METHOD
(Sq. Ft)
AREA
M'Ift
A26
B
753
0.034206
MW
A25
B
922
0.041882
MW
A24
96
0.004361
MW
A23
B
784
0,035614
MW
A22
B
004
0.041065
Mali
A21
B
787
0.03575
MW
A20
B
787
0.03575
MW
A19
B
021
0.041837
MW
A18
B
166
0.007632
MW
A17
B
1714
0.07786
MW
A16
B
1057
0.046015
MW
A15
B
065
0.043836
L1li!'
A14
B
1305
0.05928
MW
A13
s
1160
0.007268
Lei
Al2
B
1105
0.050195
Lid
All
B
1342
0.060961
Mei
A10
B
1137
0,051649
MW
A9
B
503
0,022849
LW
A8
B
1139
0.0.5174
LW
A7
B
774
0.035159
Mid
A6
B
128
0.005814
L1
AS
B
1131
0.051376
Lei
A4
B
802
0.036431
MW
A3
B
579
0,026301
MW
A2
B
509
0.330091
LW
:Al
B
1542
0,070046
926 '
30 091
22014
` Hydrozone
0.1
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H = High Water Use Plants
:
MS = Micro Spray
M'a'il = Medium Water Use Plants
S = Spray
221 114, .
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B = Bubbler
D = Drip
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CITY OF BAKERSFIELD GENERAL IRRIGATION NOTES
1. Install materials as called out in details and as per specifications.
2. There shall be no deletions or substitutions without the approval of the owner, their agent, and/or the landscape architect.
3. All sprinklers and valves shall be adjusted for required coverage with minimum or no overspray. Landscape architect shall
have final approval.
4. Components locations are approximate and diagrammatic as indicated.
5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the
irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the
irrigation line. All sleeves crossing locations will be indicated by chiseling "IR" on the face of the concrete curb. Verify with
C.O.B. for approved method and type.
6. All systems are designed for performance at 30 & 35 PSI pressure.
7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final
location shall be decided at construction. Landscape contractor shall be responsible for final connection.
8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locations.
9. Contractor shall install controllers in enclosures in a Strong Box model 22 -SS. Verify with C.O.B. prior to installation. Install
as per C.O.B. specifications.
10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as per
plans.
11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes,
Ametek or approved equal (per C.O.B.). Each box lid shall be heat branded. Verify with C.O.B for exact configuration.
12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare.
One (blue) wire shall be used for the master valve. Verify with C.O.B.
13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations.
14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve
location. Verify with C.O.B for exact configuration.
15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere
with the installation and/ or location of the irrigation and landscape materials.
16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B.
'aY9 3. E �k�$Ac?wi 'fm`�w&+'k
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0.5
1,088
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17,455
A6
.0.4
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3752
926 '
30 091
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4
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0.1
: "*-8,68
0.5
9,858
z
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8,61.4
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NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS
NOTE: REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS
NOTE: CONTRACTOR TO PROVIDE SOIL SAMPLE RESULTS TO THE CITY OF BAKERSFIELD
EZ-FLO FETILIZING SYSTEM: EZ005-FX
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JAN -MAR l�PR-I�IAY JUNE -JULY AUS SEPT C� T»DEC
SCHEDULE W - ALL PURPOSE PROGRAM
FERTI-MARX FERTI-MAXX FERTI-MAXX FERTI-MAXX FERTI-MAXX
STARTER or COOL I LANDSCAPE LANDSCAPE LANDSCAPE STARTER or COOL
RATES. FERTI-MAXX STARTER 8-18-28
RECCOMMENDED APPLICATION RATE -1 POUND PER 2,000 SQ FT.
FERTI-MAXX COOL 18-8-18
I0 00 S FT
APPLICATION RATE -1 GALLON PER 0 Q
RECCOMMENDED APPLIC
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FERTI-MARX LANDSCAPE 23-13-8
RECCOMMENDED APPLICATION RATE - 1 POUND PER 2,000 SQ FT,
10 / (, 5.5% PH 2
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IRRIGATION
NOTES & CALCS
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07/05/2016
Date
APRII 30, 201 i
OF C AlN
DATE: 07-05-2016
SCALE: NA
DRAWN BY: MM
JOB NUMBER: 1407961
SHEET:
LI -4 6 OF 14
TRACT #6557 PHASE 2
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CONSTRUCTION LEGEND
• GINKGO BILOBA 'AUTUMN GOLD' TM MAIDENHAIR TREE 24"BOX MODERATE 11 SYMBOL DESCRIPTION DETAIL/SHEET
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BOTANICAL NAME
COMMON NAME
CONT
WUCOLS
ARTEMISIA X 'POWIS CASTLE'
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5 GAL
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BERBERIS THUNBERGII 'CONCORDE'
JAPANESE BARBERRY
1 GAL
MODERATE
DIETES BICOLOR
FORTNIGHT LILY
5 GAL
LOW
LEUCOPHYLLUM FRUTESCENS
TEXAS SAGE
5 GAL
MODERATE
LIGUSTRUM JAPONICUM 'TEXANUM'
WAX LEAF PRIVET
5 GAL
LOW
LOMANDRA LONGIFOLIA BREEZE'
DWARF MAT RUSH
1 GAL
LOW
LOROPETALUM CHINENSE RUBRUM
CHINESE FRINGE FLOWER
5 GAL
MODERATE
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INDIAN HAWTHORN
5 GAL
MODERATE
ROSMARINUS OFF ICINALIS 'COLLINGWOOD INGRAM' ROSEMARY
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MODERATE 2
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QTY REMARKS
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171
305
99
278
231
32
195
198
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COMMENTS: PER APPROVED STREET IMPROVEMENT PLANS
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COMMENTS: PER CITY STANDARD, DETAIL 'E', SHEET IPD-3
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DRAWING TITLE:
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DATE: 07-05-2016
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DRAWN BY: MM
JOB NUMBER: 1407961
SHEET:
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SHEET 7 OF 14
TRACT #6557 PHASE 2
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07,05/2016
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07,05/2016
Date
APRIL 30, 2017
Dxp Datc
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DATE: 07-05-2016
SCALE: 1 "=20'-0'-
DRAWN
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JOB NUMBER: 1407961
SHEET:
LP -2 -
SHEET 8 OF 14
TRACT #6557 PHASE 2
TRACT #6557 PHASE 2