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DESIGNER'S CERTIFICATE
GFnNER• I NOTES
1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS
(POWER i WATER) MUST BE SET AND FULLY OPERATK>NAL. THE CITY OF
BAKERSFIELD PARKS DEPARTMENT AND CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE. CALL PARKS DEPARTMENT AT 326-3354 &
CONSTRUCTION INSPECTION DEPARTMENT: 326-3049
2. THE IRRIGATION LINE BETWEEN THE MAIN AND THE BACKFLOW DEVICE
AND TFIE ELECTRICAL LINE BETWEEN THE PG&E SERVICE AND THE METER
MUST BE INSPECTED AND APROVED BY THE CITY BUILDIIING DEPARTMENT 326-3727.
3. W4EN LANDSCAPE AND WALL PLANS ARE SUBMITTED FOR FUTURE
CONSTRUCTION SITE LINE EASEMENT AND RELOCATION OF
IMPROVEMENT (WALL AND TREES) WILL BE REQUIRED. (MUNI CODE 17.08)
INSPECTION IS ALSO GIVEN 24 HOURS NOTICE PRIOR TO THE START
OF CONSTRUCTION.
4. THE TOTAL SQUARE FOOTAGE OF THIS PROJECT AS MEASURED FROM BACK
Of SIDEWALK TO BACK OF WALL I'S.N.M....."... 1 4.250
THE TOTAL SQUARE FOOTAGE OF THIS PROJECT AS MEASURED FROM BACK
OF CURS TO BACK OF WALL IS SAW
THE TOTAL SQUARE FOOTAGE OF THIS MEDIAN ISLAND FOR THIS TRACT
Is
S. THE BENCHWRK USED:
TOP OF CONCRETE M-OiNtNEN T AT TFIE CENTERUNE INTERSECTION OF
PINE FLAT DRIVE AND NORTH TRACT BOUNDARY OF TRACT 6359 -2
ELEVATION =344.54 (CITY DATUM)
7. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING
ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION
AGREEMIENT, SECURITY BASED UPON AN APPROVED ENGINEER'S ESTIMATE
FOR THE WORK PERFORMED 1MTHIN THE RIGHT-OF.-WAY AND INSURANCE
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
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REVIEWED BY:
CITY OF BAKERSFIELD PUBLIC WORKS DIRECTOR
(Acro do)
CITY OF BAKERSFIELD TRAFFIC ENGINEER
SHEET SCHEDULE
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,DATE:
4/7/14
J-06 NO.
201310-033
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LANDSCA.PE SCHEDULQ
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SIZE
BOTANICAL NAME COMMON NAME
TREES
PCC
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PISTACHE CHINIENSIS 'KEITH DAVEY CHINESE PISTACHE '*KEITH DAVEY
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2e
QUERCUS ILEX HOLLY OAK
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15G
PRUNUS CAROLINJANA CAROLINA LAUREL CHERRY
SHRUBS
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LIGUSTRIUM JAPLONICUM WAX LEAF PRIVET
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MOREAE IRIMODES FORTNIGHT - LILY
AO
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AGAPANTHUS ORIENTALIS LILY, OF THE NILE
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HEMEROCALLIS FLAVA YELLOW DAYLILY
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GREMLLA NOELUi GREVILLIA
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1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. STAKE IN LINE WITH
PREVAILING WIND.
MATERIALS 2. THERE SHALL BE NO SUBSTITUTIONS OR -DELETIONS OF PLANT W/O APPROVAL
OF THE LANDSCAPE ARCHITECT, THE CITY OF BAKERSFIELD OR THE OWNER.
3. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND REQUIREMENTS INCLUDING ALL
INSPECTIONS PERTAINING TO THIS INSTALLATION
4. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO BIDDING.
5. PLANT COUNTS SHOWN ON THE PLANS MAY NOT BE ACCURATE. THE CONTRACTOR WILL BE
RESPONSIBLE FOR DETERAMNING THE CORRECT COUNTS AS INDICATED ON THE PLANS,
6. FOR ALL TREE AND SHRUB, PLANTING, SEE DETAILS ON SHEET L-9.
7. CONTRACTOR SHALL INSTALL A 3" LAYER OF REDWOOD MULCH. LNSTALL PLANTS IN
A SHALLOW BOWL SEE DETAIL SHEET. MULCH SHALL BE DEEP ENOUGH TO COVER *
THE BUBBLER HEAD. INSTALL BU
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EXTEND MAIN LINE W/ BALL-,
VALVE AND SPAREFUTUREf
WIRES IN JUMBO BOX.
TD �S� L1 CCONROL AN20 OA;tE
WIRES TO THIS LOCATION
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COMMENTS
ROOT WATERINiG SYSTEM, INSTALL TAO PER TREE
0
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RAINIBIRD
1401 BUBBLER
mm
•
COMPENSATING BUBBLER W FLEX RISER
RAI N,,94 RD
PEB SERIES W Vii
YELLOW TAG S
STRAIGHT FLOW CONTROLVALVES- INSTALL IN LOCKt,14G SOXES, ONE VALVE PER
BOX - WE NOTES #11., 13 & 14
RAINBIRD
ESPLXM8 (SEE NOTE $15)
AW"
NEW CONTROLLER, SEE PLAN FOR LOCATION AND NOTE #15
2
WILKINS
975 SERIES
NM GAUFLC V DEWW, INSITALL AT LOCATION 1 4CATED ON PLANS W STP-014G
BOX SMOOTH TOUCH STAINLESS STEEL E OSUM AND T SLAWET
PCX NT OF CON#4HECTI
PACIFIC WESTERN
SEE PLANS FOR LOCATI;
SCIS 40 PVC
&;
TE 09 BELOW
LOW PRESSURE LATERAL LINE
241
PACIFIC WESTERN
SCH 40 PVC
HIGH PRESSURE MAIN LINE
LINE
SIZE
NIBCO
T' -11 (IRRIGATION)
GATE VALVE - SEE. NOTE #7 BELOW
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QUi-CK COULPERS - INISTALL IN BOXES
SEE NOTE #7 AT RIGHT
RAINWRD
MASTER VALVE AND FLOWSENSOR. WIRE TO BE PLACED IN
V CONDUIT TO CONTROLLER
3/41
411
EXTEND MAIN LINE AND PLACE
BALL VALVE IN VALVE BOX.
1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER NOTES.
2. THERE SHALL BE NO DELETIONS OR SUBTITUTIONS W/O THE APPROVAL OF THE OWNER
THEIR AGENT OR THE LANDSCAPE ARCHITECT.'
3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE W/ MINIMUM
OR NO OVfRSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL.
4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DUGRAMATIC AS SHOWN ON PLAN.
5. ALL IRRIGATION LINES RUNNING UNDER WALLS OR PAVING SHALL BE INSTALLED IN SCHEDULE
40 PVC SLEEVES. MINIAAUM SIZE SHALL BE TWICE THE SIZE OF THE MAIN LINE.
6. ALL SYSTEMS DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE,
7. OWNER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLER LOCATIONS,
CONTROLLER LOCATIONS ARE SHOWN DIAGRAMATICALLY. FINAL LOCATION SHALL BE DECIDED
AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK-UP.
8. POINT OF CONNECTION SHALL BE TO EXISTING WATER MAINS. VERIFY LOCATION ON SITE
AND PLANS PRIOR TO INSTALL,-.
9. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES. ENCLOSURE SHALL BE
STRONG BOX SMOOTH TOUCH STAINLESS STEEL W/ POLAR PARKA THERMAL BLANKET.VERIFY
W/ 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
BEHELD RESPONSIBLE TO INSTALL ALL MATERIALS AS PER PLANS.
11, ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE 12" STANDARD BOXES AND QUICK
COUPLERS SHALL BE INSTALLED IN 10" ROUND BOXES, AMETEK OR EQUAL (PER C.O.B.)
AND WITH OWNER'S REPRESENTATIVE.
12. LANDSCAPE CONTRACTOR SHALL INDICATE LOCATIONS OF ALL SLEEVES BY CHISELING A MARK ON
FACE OF THE CURB. VERIFY W/ C.O.B. FOR APPROVED METHOD AND TYPE OF MARK.
13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE
AND THE SECOND WILL Bf A SPARE". VERIFY W/ C.O.B.
14. CONTRACTOR SHALL BE RESPONCIBLE TO PROVIDE AND INSTALL A SCH. 80 UNION &BALL VALVE, SAME
SIZE AS VALVE AT EACH VALVE LOCATION.; VERIFY W /COB FOR EXACT CONFIGURATION,
15. CONTROLLER SHALL BE: VITSB -22SS/ RB3ESP24LXMEF/ RB91Q 46028/ KCPCSA- LXMEF24! KCPFLOWCOMBO-
200/ KCPLXME -RG/ KCP113GR
F.
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SWOOTH FACE (TYP)
SMOOTH FACE (TYP)
QWALL ELEVATION DETAIL
REVISIONS
DATE:
4/7/14
JOS NO.:
201310.033
DRAWN Y :
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SHEET NO.
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1. Scope of work: Includes fumishft all labor, maWals and equipment for the proper installation of the irrigation "tem.
The work includes, but is not necessarily lira to the following:
A. Trenching and backfill.
8, Automatically controlled Oigation system.
C. Test all systems and make operative.
D. "As-built" drswinp.
2. Guarantee: All work shall be gu&MWAO*d for one year from date of acceptance against all defwft -in ma 1, squipnient
and workmanship. Guarantee OW ailso cow rapair of damage to any part of the promises resulting from leaks or other
d*6v..*. in material, equoitent and wo*manship to the Mac on of the owner. All ropairs, if required, shall be dome
promptly at no cost to the City of Bakomfield.
3. feral:
A. Perm ifts and foes: Obtain all permits and pay the required ftes to any gov*rnmental aWcy having jurisdiefion over the
work. inspections being required by local ordinances during the course of construction shall be arranged as roquirod. On
the compWdon of work, satiefedory evidence shall be furnished to the City of Bak*rsfield to insure that all work has been
instaiied in accordance with the ordinances and local code requirimnents.
B. Approval: Where the terms "approval" or "approved" are used in the specifications, they shall mean the approval of
the City of Bakorsfieild in writing.
C. Before any work mains, a oombrence shall be hold betmwn the contractor and the City of Bakersfield concerning the
work under this contract.
D. Coordination: . Coordinaft and cooperate with all other contractors to enable the work to proceed as rapidly and
efficiently as pow-ibie.
E. Inepoctoin of ske: Contrwtor shag acquaint NmW vAh all site condkions. He shall call U.S.A. pr to construction to
locate all underground utifities. Should site uties not shown on the plans be found during excavations, contractor shall
promptly notify the City of Bak*rsftild for instructions as to further action. Failure to do so will make the contractor liable
for any and all damage the a.roft torn his operators subsequent to discovery of such uti#Ww not shown in plans.
F. Protection of existing plants and Mo conditions: The contractor shall talte necessary precautions to profit 840
condifions as they -exist. Should any dowrievei, be incurred , the contractor shall repair the damage to its or real condition.
G. The City of BakerstAld resew the right to reo d- any ma*riel or work, *ftch does not conform to the contract
docunw4s. R**W work shag be removed or c o ed at the "A "t pos ble time.
MK3j 5VTW layout as may be requWed to comnect to oxwft stuff.
H. The contractor " make aquamm
Should any such stubs not be locabd oxac*ly as shown and as may be requif*d to complefle the work, the contractor shall
take re6ponsibilities to locaW oil stubs and make the connections.
1. All work is suet to inspection by a City reMmontative. Any wo* cowed without the approval of the City Park Division
is suit to being uncovered for inapection at the discretion of the City Parks Divisn.
J. Final acceptance: Final acowfmwioe of the work may be obtairwd from the City of Bakers file4d upon the Sato, ftIctory
U r
completion of 1# work, thereby pry .00treineamwwt of the maintenance WW.
K. All lift of cone on for *Wx*ric*J service for irrigation systems shall be independent from traffic signal power
souroe/strost lighting power source. A
13. CoverW
A. The contractor shall flush out and adjust all sprinkler heads and valves for optimum Coverage
with minimum over spray This shall include regulating the pr are at each valve to obtain the
optimum operating pre re for each circuit.
B. Prior to commoncemovA of the maintenance period, the contractor shrall domonstrate the
irrigafiw system covwW. The contractor shall notify the City Parks Division twenty-four (24)
hours prior to such tee.
C. The City Parks Division shall have final approval of coverage.
1. � —GG ?�'
REVISION S
DATE:
JOB NO.:
201310-033,
DRAWN BY: RA
SHEET NO..,
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