HomeMy WebLinkAbout6.5-267L A N D S C A P
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 ARCHITECTAND 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.
% 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.
1
EVE LO PM4ENT
1A1
•
RGF PROPERTIES LL.. -
r_-A
OWNER / CLIENT
y
RGF Properties LLC
9100 Ming Avenue Suite 120
Bakersfield, Ca 93309
(661)i.
Contact:Dee
LANDSCAPE ARCHITECT
Landscape Development,
2202 Zeus Court
Bakersfield, California 93308
(661) 241-!'1
Contact: Richard DePalma
LL
- - - ---�
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SHEET
DRAWING IN TITLE SHEET NO.
COVERCS
LI- 1
IRRIGATION L. I NOTES 1 CALCS
LP-1
PLANTING PLAN/ NOTES
L _1
IRRIGATION DETAILS (1)
4
®2
IRRIGATION DETAIL
L -3
PLANTING DETAILS
-1
CITY OF BAKERSFIELD
L -1
IRRIGATION SPECII TI
LS-2
PLANTINGI I TI
• TOTAL STREETSCAPE SFFROM BACK OF CURB TO BACK OF WALL = 57647 SF
• TOTAL STREETSCAPE SF FROM BACK OF SIDEWALK TO BACK OF WALL = 3,332 S
APPROVED BY: EXP. DATE
APPROVED BY: N(COLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E NO. 61069
•
REVIEWED BY: RECREATION & PARKS DEPAII-IMENT DATE
TRAFFIC ENGINEER
prepared for:
RGF PROPERTIES LLC
9100 MING AVENUE SUITE 120
BAKERSFIELD, CA 93311
(661) 335-6104
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Call before you dig.
DATE: 5.29.2020
SCALE: N/A
DRAWN BY: JL
.DOB NUMBER:
SHEET:
SHEET 1 OF 9
HARRIS & BUENA VISTA APARTMENT LMD - RGF PROPERTIES LLC
w.® ■ ■ ll� A l A . S l rI& MOM A owmak A"W& A r=..
Al CONTRACTOR TO CONNECT TO EXISTING BACKFLOW / WATER --
METER. CONTRACTOR SHALL INSTALL NEW MASTER VALVE,
FLOW SENSOR, FERTILIZER INJECTOR AND GATE VALVE AS
LW 22.8 LW V50 LW 23.3DIRECTED BY BAKERSFIELD RECREATION AND PARKS.
BUBB DPW 2 95 BUBB 1" ,,,--2" BUBB ill
H O _ IN INFORMATION TABLE
HY O 1NE*
750NE OR I I aA*nON A (Sq. Ft)
' % OF LANDSCAPE AREA
,VALVE VETHOD
LW
1 B 204
47.4419°l�
LW
2 B 14
3.2558% ,__
LW3
. B 212
9.3023�1
430
* Hydrozone
Irrigation Method
HW = High Wafter Use Plants
MS = Micro Spray
MW = Medium Water Use Plants
S = Spray'
LW = Low Water Use Plants
R = Rotor
B = Bubbler
._
,0 = Other
TOO 4
ResidentialSite
j j
Annual
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11041:
ETAF Calculations Notes
. -
Regular Landscape Areas
Total ETAF x Area 0 E7WU meets MAWA requirement.
Total Area 0'
Average ETAF Caution: Average ETAF exceeds allowed value for site ty
All Landscape Areal
Total ETAF x Area , 172 Calculator developed July .27, 2015.
Total Area 430 Tis cofcu%tor is or estimating purposes only.
Site tide ETAF 0.40 Hunter assumes no fidb&Lor use o the cakulator.
CRITICAL
Generated: 2019-09-10 15:25
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Point of Connection Size:
2"
Flow Available:
78.62 gpm
PRESSURE AVAILABLE
Static Pressure at POC:
55.00 psi
Pressure Available:
55.00 psi
DESIGN ANALYSIS
Maximum Station Flow:
23.25 gpm
Flow Available at POC:
78.62 gpm
Residual Flow Available:
55.37 gpm
Critical Station:
3
Design Pressure:
20.00 psi
Friction Loss:
2.39 psi
Fittings Loss:
0.24 psi
Elevation Loss:
0.00 psi
Loss through Valve:
3.78 psi
Pressure Req. at Critical Station.
Loss for Fittings:
0.16 psi
Loss for Main Line:
1.55 psi
Loss for POC to Valve Elevation:
Loss for Backflow:
10.81 psi
Loss for Master Valve:
3.78 psi
Critical Station Pressure at POC:
Pressure Available:
55.00 psi
Residual Pressure Available:
LOCATIONVALVE
ELECTRIC# •OL VALVES AND ISOLATION VALVEi . i ON
DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL
STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE
LOCATION it REVIEW AND APPROVAL .• OWNER PRIOR
INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING
FOR ELECTRIC CONTROL VALVESAND ISOLATION VALVES
CONTROLDETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC
. AND ISOLATION VALVE LOCATIONSAS REQUESTED
THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO
THE INSTALLATION 'LL CAUSE THE CONTRACTOR TO MAKE OWNER
GENERAL,DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN
OTHERWISE i i ♦ .SHALL
BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN
SHRUB PLANTING AREAS.
NOTES:
MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY-, ACTUAL MAINLINE
LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND
*THER OBSTACLES TYr
ALL LATERAL GREATER
,. THAN FIVE FEET OF ELEVATION
CHANGE SHALL HAVE BROS.! NO.
(APPROPRIATE LINE SIZE) SWING CHECK VALVE INSTALLED AT EVERY FIVE
OF ELEVATION CHANGE CONTRACTOR SHALLr
ALL . LOCATIONS AUTHORIZED
rEPRESENTATIVE PRIOR TO COMMENCING WORK.
ALL RCV'S CONTROLLING IRRIGATIONHEADS ON
INSTALLED WITH A LINE SIZED KING PROS. MOD. NO. KSC-(XXX)-S
(APPROPRIATE VALVE. INSTALL
VALVE- DIRECTLY DOWN STREAM OF THE RCV TO PREVENT DRAINAGE OF
WATER IN PVC LATERAL INTO VALVE BOX DURING RCV MAINTENANCE.
IRRIGATION SLEEVES SHOWN FOR MAJOR STREET, DRIVEWAY AND
HARDSCAPE CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL
IRRIGATION SCHEDULE LIVID
SYMBOL
MANUFACTURER/MODEL/DESCRIPTION
QTY
PSI
HUNTER PCN-25
198
20
HUNTER PCN-25 PRESSURE COMPENSATING NOZZLE ON
25 50 10 20
RAINBIRD 1804-SAM-PRS BODY. (1) PCN BUBBLER NOZZLE
TO BE INSTALLED PER SHRUB.
RAIN BIRD RWS-B-C 1401
12
20
® ® F0_1
ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0"
1401 1402 1404 1408
LONG WITH LOCKING GRATE, SEMI -RIGID MESH TUBE,
AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS
INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM,
1408 2.0 GPM. (1) ROOT WATERING SYSTEM AND (1) RAIN
BIRD 1804-SAM-PRS W/ HUNTER PCN NOZZLE PER TREE.
SYMBOL
MANUFACTURER/MODEL/DESCRIPTION
QTY
RAIN BIRD PEB
3
1" 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION.
NIBCO T-113-K
1
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS
HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT
VALVE LOCATION. SIZE RANGE - 1/411- 3"
V
RAIN BIRD PESB 1-1/2"
MODEL #KCPFLOWCOMBO-150. 1-1/2" MASTER CONTROL
1
VALVE/ FLOW SENSOR COMBINATION. SPECIFICATION
INCLUDES THE FOLLOWING: 1-1/2" RAINBIRD PEB MASTER
VALVE AND 1-1/2" RAINBIRD #FS150P FLOW SENSOR WITH
PLASTIC TEE.
BF
*EXISTING* FEBCO 825Y 1"
*EXISTING* REDUCED PRESSURE BACKFLOW
1
PREVENTER. ENCLOSURE AND BLANKET TO BE V.I.T.
PRODUCTS " STRONGBOX SBBC-30CR WITH POLAR
BEARIER SLIP-ON INSULATING COVER,
RAIN BIRD RB3ESP12LXMEF
1
CL�j
12 STATION COMMERCIAL CONTROLLER. AVAILABLE AT
KERN TURF SUPPLY. SPECLINE:
RB3ESP 12LXM EF/VITSB-22SS/RB9lQ4603B/KCPCSA-L.XMEF2
4/KCP113GR.
SPECLINE INCLUDES THE FOLLOWING:
1. 8 STATION RAINBIRD ESP-LXME SERIES IRRIGATION
CONTROLLER WITH FLOW SMART MODULE
2. INSTALLED WITHIN (MODEL # VITSB-22SS), STAINLESS
STEEL VANDAL RESISTANT ENCLOSURE.
3. INSTALLED WITH (MODEL # RB91Q4603B)
GPRS/CELLULAR NETWORK MODULE.
4. INSTALLED WITH (MODEL # KCPCSA-LXMEF24)
SUB -ASSEMBLY/ TERMINAL STRIP.
5. INSTALLED WITH (MODEL #KCP113GR) GROUNDING
PACKAGE.
RAIN BIRD RSD-CEX
1
RAIN SENSING DEVICE, CONDUIT MOUNT. WITH
THREADED ADAPTER, EXTENSION WIRE. RAIN SENSOR
WITH STAINLESS STEEL VANDAL GUARD MOUNTED ON
STAINLESS STEEL ENCLOSURE.
RAIN BIRD FS-150-P
1
FS
1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM,
SITECONTROL, AND ESP-LXD CENTRAL CONTROL
SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED
OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS
SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE.
FI
EZ-FLO FERTILIZING SYSTEMS EZ005-FX
ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER.
1
USED FOR SMALLER COMMERCIAL LANDSCAPES,
RESIDENTIAL, HOA'S, MODEL HOMES, AND GROWER
APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION
SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER.
TANK CAPACITY: 5 GALLON
POC
"
POINT OF CONNECTION 21
1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
1,358 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 40
317.4 L.F.
SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY
valve Callout
OWNER'S AUTHORIZED REPRESENTATIVE.
--- Valve Number
# # Valve Flow
ALL PIPING, MAINLINE AND LATERAL AND WIRE SHALL BE SLEEVED UNDER
PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF IRRIGATION PIPE
#" Valve size
SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH
DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES
NOTE:
BEYOND PAVING.
ALL TURF & SHRUB SPRAY, ROTARY, ROTORS & BUBBLER HEADS SHALL BE
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND
PLACED 2'-0" FROM IMPERVIOUS SURFACE PER AB 1881 GUIDELINES.
BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.
BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S
NOTE m
AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH
POINT OF CONNECTION SHALL BE A 1-1/2" DOMESTIC WATER METER WITH A 1-1/2"
OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE
FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON
THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION
WATER PRESSURENOTE:
GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD
CONTRACTOR SHALL VERIFY P.O.C. STATIC PRESSURE IN FIELD PRIOR TO
THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED
BEGINNING ANY WORK. NOTIFY LANDSCAPE ARCHITECT FOR ANY
BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE
DISCREPANCIES NOT SIMILAR TO STATIC PRESSURE GIVEN BY WATER
CONTRACTOR.
PURVEYOR.
PSI: 55 PSI
STATIC WATER PRESSURE 55 PSI
CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO COMMENCEMENT OF
DESIGN WATER PRESSURE 20 PSI
CONSTRUCTION.
MAXIMUM SYSTEM DEMAND 23.25 GPM
RESIDUAL PRESSURE 12.30 PSI
I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT
0.00 psi LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE. (AB 1881 SEC. 492.3).
42.70 psi
12.30 psi
RICHARD DEPALMA, LANDSCAPE ARCHITECT DATE
NOTE 13:
CONTROLLER'C'SHALL
BE RAIN
BIRD
ESP12LXMEF, 12
STATION
i CONTROLLER
ASSEMBLY INSTALLED IN A STAINLESS STEEL PEDESTAL AS PART OF CONTROLLER
ASSEMBLY. 3 TOTAL STATIONS USED. CONTRACTOR TO VERIFY NUMBER OF STATIONS
REQUIRED
' Q` ! FOR PREVIOUS ! SECTION AND ENSURE ADEQUATE ' #N MODULES ARE
INSTALLED. CONTRACTOR TO VERIFY LOCATION OF CONTROLLER WITH CITY OF
BAKERSFIELD RECREATION AND PARKS DEPARTMENT.
THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN
CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS.
SEE SHEET LD-1 2 FOR IRRIGATION DETAILS
SEE, SHEET LS-1 FOR IRRIGATION SPECIFICATIONS
prepared for:
RGF PROPERTIES LLC
9100 MING AVENUE SUITE 120
BAKERSFIELD, CA 93311
. (661) 335-6104
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APRIL 30, 2021
Renewal pate
�T JLILY 17�2020 �f pate
OF
I
HARRIS & BUENA VISTA APARTMENT LMD - RGF PROPERTIES LLC
N4
PLANT SCHEDULE LMD zh
TREES
BOTANICAL / COMMON NAME
CONT
WUCOLS
TYPE
QTY
PINUS ELDARICA
24"BOX
LOW
EVERGREEN
6
AFGHAN PINE
PISTACIA CHINENSIS 'KEITH DAVEY'
24" BOX
LOW
DECIDUOUS
6
KEITH DAVEY CHINESE PISTACHE
SHRUBS
BOTANICAL / COMMON NAME
CONT
WUCOLS
QTY
LIGUSTRUM TEXANUM
5 GAL
LOW
107
-
TEXAS PRIVET
RHAPHIOLEPIS UMBELLATA `MINOR'
5 GAL
LOW
77
YEDDA HAWTHORN
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SEE
SHEET
LD-3
FOR
PLANTING
DETAILS
SEE
SHEET
LS-2
FOR
PLANTING
SPECIFICATIONS
prepared for:
RGF PROPERTIES LLC
9100 MING AVENUE SUITE 120
BAKERSFIELD, CA 93311
(661) 335-6104
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NOTES
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APRIL 30, 2021
Renewal Date
61 JULY 17, 2020 �Q
Date \
OF Cp,�If
HARRIS & BUENA VISTA APARTMENT LMD - RGF PROPERTIES LLC
Top of valve box (See
note IJ on this sheet)
Extra (Spare)
Control
Wire
Female
A dopn tarr
Schedule 80
Nipple (TIT)
Main
Line
25' expansion loop
for a// wires. F finished Grade
Schedule 80 PVC
Control
Wire
Common
Wire
Volve ID Tog
Schedule 80 PVC
See detail
_15" on
this sheet
Moin
Lateral Line
Line
Brick
Top of valve box
(See note IJ on
(I of 4)
I
this sheet)
Resilient Main Ll�e
Boll Valve &
It
Union Assembly
(line size schedule 80)
Remote Control Valve
PL A N VIEW
(Plan view is for typical
valve assembly
configurations may very)
2.5 , expansion loop Finished
for all wires.
A F Grade -
/A
REMO TE CON TROL VAL VE
Extra
NO TES:
control Control
1. Allirrigation control valves shall include a Schedule 80
Schedule 80 wire Wire
Nipple (TIT)
union downstream of each valve and a Schedule 80
"B"
and Female Common
Resilient Boll Volve upstream of each valve, See Detail
Adopter wire
on this sheet for position of union and ball valve.
2 All nipples shall be Schedule 80 PVC Ail fittings shall
be Schedule 40 PVC, ductile iron fittings
L G teral
Main tine
except where are
required, use Teflon tope on a// threaded joints.
Line
J A# irrigation control valves shall be placed in a plastic
Brick
irrigation control box with a valve identification tog and
(I of 4)
lockable lid marked "IRRIGATION" by the manufacturer.
The top of the valve box shall be set at finished grade in
turf areas and J" above finish grade in planter areas to
EEMQTL CQNTRQL VALVE
occommodote mulch. Ail plastic valve boxes and lids shall
be Applied Engineering t)pe or opproved equal. Lids shall
be heot branded to identify the valve number,
10. A# irrigation installations shall be in accordance with City Standards
the latest opproved edition of the Colifornio Plumbing Code, mcnufocturers
4. Volves located in hordscope shall be placed in a reinforced
recommendations, Section 20 of 'the Standard Specifications, and as
concrete box with lid oppropriate for the surface conditions
directed by the Recreation and Parks Director.
A# concrete box lids shall be labeled IRRIGATION" by the
manufacturer. Concrete boxes shall be Christy Box type of
11. All new and/or upgraded irrigation systems shall include a moster
opproved equal.
valve and flow sensor as opproved by the Recreation and Parks Director.
5 Installation of extra (spare) irrigation control wire from
12 All materials used shall be new and free from defects.
irrigation control clock to remote control valve is required
IJ See opproved landscapelirrigotion plans and legends for specific
for each valve Extra (spare) wire shall be red Valve
model numbers, size, quantity, manufacturers and performance requirements
(control) wire shall be block. Common wire shall be white
Installation of extra (spare) common wire (white) is required
14. Any and all changes shall be opproved by the Recreation
and shall be installed with a 25' service loop at each valve box.
and Parks Director prior to implementation.
6 Ail irrigation control wires (control and common) shall
15 This Pro�ct is Subject to the Requirements of the California Department
be 14 gouge U.L., single strand copper wire, toped and
of Water Resources Model Woter Efficient Landscape Ordinance (MWELO)
bundled at 10' intervals and placed near the irrigation
and any other Applicable State and local Regulation. ' Contractor is
mainline at the J oclock position. Contractor shall upsize
Responsible for Compliance with these Requirements
wire gouge as necessary for long wire runs,
7 Allwire connections shall be waterproof and approved
FILENAME: L-6REV
by the Recreation and Parks Director, Splices will not
DATE REV
8418
STANDARD DRAM
be allowed unless opproved by the Recreation and
DAH41BWDC
Parks Director. The approved splices will require the
use Of G valve box. L obeled splice" on the lid
CHECKED
DETAILS FOR REMOTE F. Gonzalez
CONTROL VALVES SCALE N. T. S.
8. Maintain 2.0' separation between remote
APPROVED STANDARD DETAIL
control valves (centerline to centerline) when more than
one valve is installed in the some location.
CITY OF BAKERSFIELD
CALIFORNIA L - 6
9. Mere possible, locate valves in the planter areas.
CITY ENGINEER PUBLIC WORKS DEPARTMENT
Finished Grade (See Note 1)
10" Round Valve Box with Cover. Heot Brand "QCV on Cover.
0
Quick -Coupling Volve w/ locking Cover.
Stainless Steel Gear Clamps
PVC SCH 80 Nipple
(length as Required)
J" toyer of 314-Inch Washed Grovel
Brick (I of 2)
Rain Bird 7SJ Triple Swing Joint
PVC' SCH 40 TEE OR Ell
PVC Mainline Pipe
M
WIMM
(2) 114 Rebar with Stainless Steel Gear
Clamps or Equivalent Support System.
1. Volve Box shall be 112" above finished grade in turf area where sod will be installed and
flush where seeded Box shall be 112" above bark mulch in planter areas.
2. Furnish fittings and piping nominally sited identical to nominal quick coupling valve inlet size.
3 Al! moteriol used shall be new and free from imperfections.
4. Any and oil changes shall be opproved by the Recreation and Parks Director prior to
implementation,
5 This Project is Subject to the Requirements of the Colifornic Department of Water
Resources Model Woter Efficient Landscape Ordinance (M#ELO) and any other Applicable State
and Local Regulation. Contractor is Responsible for Compliance with these Requirements.
6 A# irrigation installation shall be in accordance with City Standards, the latest accepted
edition of the California Plumbing Code, manufacturer's recommendotions, Section 20 of the
Standard Specifications, and as directed by the Recreation and Parks Director.
FILENAME: L-15-Quick Coupling Value'
I Finished Pr~11
to
Roadway
Cutter
Top of Curb T.
Sidewalk
4
4
t-of-Way only
Righ t - 0 f- WGy.
SLEEVE
Roadway Edge of Pavement
Edge
Gutter Flo wlin e
Curb Batter
Top of Curb
Face of Curb
Sidewalk 4 1
Bock of Curb
Sleeve
Conduit/Pipe
PLAN VIEW
ELF,127RICAL CONDUIT Chisel lR" on Face of Curb
NOTES- Face of Curb_,.-
4,
Flow fine
1. When crossing under roadways or any other hard surface, tter 7 1 4 '7,
all electrical wiring and water lines shall be installed with 25' of Gu4' A
cover, in a schedule 40 PVC sleeve. Sleeve shall be two times
the diameter of the conduit/pipe, o// electrical conduit shall hove
1 112" min. did. for 110 volts an 2" min. dia. for low voltage.
2 Sleeve shall extend 1.0' beyond hardscape on o// sides and the
location shall be marked on the curb face and or horoscope by 80ckfill
chiseling the letters lyp". \\%
J Improvements within the dedicated street right-of-way may .,X\
require a Street Permit. Check with the City Public Works
Department Subdivision Section for requirements.
4. Mere open cuts are required to install various irrigation lines Sleeve
and/or wires, all street patching within the City right-of-woy Conduit/Pipe
shall be in accordance with current City Standards and as directed
by the City Engineer.
5 Any and all changes shall be approved by the Recreation and 'A
Parks Director prior to implementation. 6" Maximum
6 All electrical installation _shall be in accordance with City
Standards, manufacturer's recommendation, section 20 of SLEEVE PR MILE V
the Standard Specifications, and as directed by the Recreation W
and Parks Director.
7 Ail moteri(71 used shall be new and free from imperfections.
8. All electrical installations within parks or parkwoys shall be
inspected by Public Works Electrical supervisor.
9. No non-irrigotion conduit or piping shall be allowed within
electrical or control line trenching.
10 Mere Rainbird Moxicom or /0 System is specified, the
Satellite Communication Coble, Flow Sensor Coble, and Master
"
FILENAME: L-3REV
Valve Wire shall be placed inside a ISchedule 40 conduit for DATE REV
streetscopes and 1 112" Schedule 40 conduit for parks. 8/181
Master Valve Wire shall be rated for direct burial and shall be STANDARD DRA'
blue in color. DAH/BW/DC
DETAILS FOR CHECKED
ELECTRICAL CONDUIT, TRENCHING, F Gonzalez
11. This Project is Subject to the Requirements of the SCALE N.T.S.
California Deportment of Woter Resources Model Woter Efficient APPROVED SLEEVING AND BACKFIRE STANDARD DETAIL
Landscape Ordinance (MCO) and any other Applicable State
and Local Regulation, Contractor is Responsible for CrTY OF BAKERSFIELD
Compliance with these Requirements. CALIFORNIA L - 3
CITY ENGINEER PUBLIC WORKS DEPARTMENT
*12" for Spray Heads
2. 0'* J" for Bubblers (See
Note # 5)
4. % \>
X/
QZ�
Finished 6" Flex Nipple (TIT)
Grade
(ST) or
Tee (SST)
Lateral Line
*T)picol shrub head shall be 12" pop-up for spray nozzles and 4"
pop-up for bubbler. Use of flex risers shall be as directed and
approved by Recreation and Parks Director.
BUBBLLRISHRUB SPRAY LAQ
>\ x
Sch. 80 PVC Finished
Grade
Nipple (TIT)
Triple Swing Join t
x X
Lateral line
Install Top of Head 0.25" above FG. for rotors in turf areas. Install
Top of Head I " above F G. for planter areas. Where mulch is used,
Install Top of Head 05" above top of mulch.
@ LARCL RADIQHEAD (Bottum Moon
red Grade/ Top of mulch
)eking grate (included)
5 opm Bubbler (included)
,wing assembly (included)
male rpt inlet (included)
SCH 40 Tee or Ell
Lateral Line
7g rigid basket
weave canister (included)
(RWS-sock) May be required
for sandy soils
Rain Bird RWS-B-C-1401 (includes retainer, 36" tube,
0.25 gpm bubbler & integrated check valve, 4" grate
versatile swing assembly with 112" m npt inlet) APPRO;
A It
ROO T WA TERING S YS TEM
NO TES:
1. Use Teflon (PTFE) tope on all treaded joints.
Teflon tope is not required on Marlex fittings.
2. All risers and nipples shall be Sch. 80 PVC All fittings
shall be Sch. 40 PVC.
J. A# laterals shall be Class 200 PVC or as required on plans.
4. When irrigation heads ore installed within embankments, a
drain valve or check valve is required to prevent erosion. Check
valves and/or drain valves shall be installed at locations shown
in opproved plans per manufacturer's recommendation, as
necessitated by site conditions, and as directed by the Recreation
and Parks Director. All turf rotors shall include a stainless steel
riser.
5 Al! heads and risers shall be placed 2' (24) from concrete
and asphalt areas. Ail large radius irrigation heads (part circle)
shall be 2' (24) from concrete and asphalt areas.
Height of pop-up heads shall be as follows.-
6" for turf oreos 12" for shrub sproy areas
4" for bubblers 12" for groundcover areas
6. Mere part circle irrigation heads are adjacent to a building wall,
locate heads 1.0 , minimum from face of building wall to back of
head Field o#lst to prevent oversproy on wall
7 All trees shall include a deep root watering system (Rainbird
RWS series of opproved equal) Two (2) per tree.
8 Triple swing joint assembly shall be Roinbird SA Series for
pop -ups and TSJ series for rotors or opproved equal
9. Any and a// changes from this standard detail sheet shall
by approved by the Recreation and Parks Director
10. See opproved lonoscope and irrigation plans, legends and
specifications for specific model number(s), size, quantity,
manufacturer, and performance requirements.
11. This Project is Subject to the Requirements of the
California Deportment of Woter Resources Model Water Efficient
tondscope Ordinance (MyEtO) and any other Applicable State
and local Regulation. Contractor is Responsible for
Compliance with these Requirements
Finished Grade
Sch. 80 PVC
Nipple (TIT)
Triple Swing
Lateral Line
POP UP SPRAY LEAQ
(80 t tom Moun t)
For small turf areas, shrub spray areas, and pop-up bubbler use
FILENAME. L-8REV
Backfill and compact according to
Standard Detail ST-12 See Coltrans
Standard Specifications for surface
MAIN LINE
treatment or as directed by the L A TERA L LINE
Recreation and Parks Director. @
(SHOWN IN
MULTI
LINE TRENCH)
Finished Grade 1 0,
1. 0,
Finished Grade
Bock
\,N
X,
Place irrigation control For large
wires near the mainline turf heads
bundled and taped at
10 intervals. f-or smolt X�\
6"
Place Maxicom, wires
line
XX
Locate Wires Ot the turf heads
I
I
near the main
X,\-,
J a clock position. & bubblers
at the 9 a clock
XX
position.
0 0
X/
NO TES:
I When crossing under roodwoo or any other hard surface, 0//
electrical wiring and water lines shall be installed in a schedule
40 PVC sleeve with a minimum of 25' of cover per City
Standard t -J or as directed by the City Engineer. Sleeve shall
be two times the diameter of the conduit/pipe. A# electrical
conduit shall be I " minimum diameter for 110 volts and 2"
minimum diameter for low voltage. There shall be no change in
fitted direction under roodwop or any hard surface.
2. Mere the Rainbird Maxicom or 10 irrigation system is
specified, the Maxicom cable must not come into contact
with the power supply or valve wiring. Locate the Maxicom
cable near the main line at the 9 oclock position.
J If more than one line is installed per trench, provide
0.5' horizontal and vertical separation.
4. All PVC solvent (glue) shall be 1711 Weld -On or approved
equal. Primer is required on mainline only.
5. Landscape and irrigation improvements within the
dedicated street right-of-way may require an open
street permit. Check with City Engineering Deportment
for requirements.
6. Mere open street cuts ore required to install various
irrigation lines and/or wires, o// street patching within
the City right-of-woy shall conform to Standard Detail
ST-11 and as directed by the City Engineer.
7 Men there is a change in fitted direction, size, or
water velocity all irrigation main lines (pressure lines)
larger than 2.0 in diameter shall be secured with
concrete thrust blocks in accordance with manufacturers
recommendation, City Standard Detail L-4 or as
directed by the Recreation and Parks Director.
8 All irrigation lateral lines shall be class 200 PVC
If a lateral line is located under a hard surface,
Schedule 40 PVC is required. Ail irrigation lines
located under a hard surface shall be installed in a
schedule 40 PVC sleeve per Standard Detail t-J.
9. All irrigation mainlines 20" in diameter and
less shall be Schedule 40 PVC, Irrigation mainlines greater
than 2. 0 " in diameter shall be class 200 ring-tite
PVC Schedule 40 or opproved equal by the Recreation
and Parks Director. Irrigation mainlines 4' or greater shall
include ductile iron fittings, Systems with booster pumps
shall require pipe joint restraints with class 200 on mainline
gasket pipe.
10. All irrigation installation shall be in accordance with
City standards, the latest opproved edition of the California
Plumbing Code, Manufacturer's Recommendations, Section
20 of the Standard Specifications, and as directed by the
Recreation and Parks Director.
11. All material used shall be new and free from imperfections.
12 See opproved landscape and irrigation plans and legends
for specific model number, size, quantity, manufacturer,
and performance requirements,
13 No non-irrigotion conduit or piping shall be allowed within the
irrigation piping or control line trench.
14. All mainlines installed shall be pressure tested as per pipe, fitting
and solvent (where solvent is used) manufacturer's specifications
Manufacturer's testing specificotions.shall be incorporated into the
project plans and specifications.
15. This Project is Subject to the Requirements of the California
Department of Water Resources Model Woter Efficient Landscape Ordinance
(MCO) and any other Applicable State and Local Regulation. Contractor
is Responsible for Compliance with these Requirements
16. Any and o// changes shall be opproved by the Recreation
and Parks Director prior to implementation,
FILENAME: L-2REV
Cellular Antenna
Rain Bird Rain Sensor
Top Mount Stainless with WT-RGVRSS
Steel Controller Enclosure Stainless Steel Guard
and Hardware
I
Automatic Controller Per LJ So- 0
specifications and as I
directed by Recreation
and Parks Director
-Controller Sub -Assembly
/10 A WG Solid Bare Copper (CSA) includes GF1 & A
terminal strips with C
Grounding Wire Attached to, Ground Lug (Make wire as short :3- plocords.
and straight as possible).
Poured Conc. Bose 6 0" Min
Finished Grade ;77 17
1 H-4 t- I I 1=1 I Ell
Compact Sub Bose to -FTTt-- I I 1 1111 11 It C:I I 1=1 11-
90% relative compaction , Direct burial control
to a depth of 6" wires to control valve(s),
master valve and flow
120-volt service in sensor
I" SCH 80 conduit.
PVC long sweep ELL
PVC Sleeve for Grounding Ifilre FRONT T =14[W size as required
See Standard Detail L-20 for
11111111417AME
Grounding Detail MODEL SB-22SS `N0 I[.-
STRONG BOX BY W T PRODUCTS MOUNT ON ANY SURFACE WHERE IT WILL BE
OR APPROVED EQUAL EXPOSED TO UNOBSTRUCTED RAINFALL, BUT
NOT IN PA TH OF SPRINKLER SPRA Y.
IRIMMMO cri"AUMMM"
NO TES. -
I Use Schedule 80 PVC conduit with on enclosed pedestal 5 All materials shall be new and free from defects.
2 Construct 6" (0.5) thick, Class 18' concrete slob as required to 6. See opproved landscopelirrigotion plans and legends for specific
receive the pedestal mounted irrigation control clock. Compact sub model number, size, quantities, manufacturer's and performance
base to 90% relotive.coalpoctibn to a depth of 6" (0.5). Extend requirements
concrete 6" beyond outside dimensions of enclosure with 112111, slope
for drainage. 1 7 Any and all changes from this standard shall be opproved by the
Recreation and Parks Director prior to any t)pe of construction.
3 All irrigation controller enclosures Shall be top mount, of a vondal
and weather resistant nature and manufactured entirely of J04 grade 8 Rain Bird has strenuous grounding requirements for Maxicom
stainless steel. Enclosure shall be Strong Box SB-22SS as Systems. Contractor shall be responsible for sotisf)inq all of Rain
manufactured by 14T Products or opproved equal, Bird's field tests and installation requirements. See City Standard L-20
and Current Rain Bird Requirements for Controller Grounding
4. A# irrigation installation shall be in accordance with City Standards,
the latest edition of the California Plumbing Code, and manufacturers 9. This Project is Subject to the Requirements of the
lotest recommendation, Section 20 of the Standards Specifications, and California Department of Woter Resources Model Water Efficient
as directed by the Recreation and Parks Director, Landscape Ordinance (MCO) and any other Applicable State
and Local Regulation. Contractor is Responsible for
Compliance with these Requirements.
FILENAME: L-7REV
STANDARD
DETAILS FOR TOP MOUNT
STAINLESS STEEL
CONTROLLER ENCLOSURE
crTy OF BAKERSFIELD
CALIFORNIA
PUBLIC WORKS DEPARTMEN`Im�
prepared for:
RGF PROPERTIES LLC
9100 MING AVENUE SUITE 120
BAKERSFIELD, CA 93311
(661) 335-6104
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IRRIGATION
DETAILS (1)
\X0
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ttgn ture
APRIL 30, 2021
Renewal Date
crj JULY 17 2020
Date
OP CA\_\F
Know what's below.
Call before you dig.
DATE: 5.29.2020
SCALE: N/A
DRAWN BI� ilk
Y: JL
JOB NUMBER:
SHEET:
LD-1
SHEET 4 OF 9
HARRIS & BUENA VISTA APARTMENT LMD - RGF PROPERTIES LLC
�0 , 45 -
Install �11 *_ 1 "4 Polar 0—,",
0 appropriate C7 *
slip on insulating cover (not shown,
or approved equal
Enclosure swivel point attached to
mounting base. Enclosure secured
to base (6ploces).
:21" vir,
'3000,4 CPCP
4
70 3'
O 0'. C7
0
0'
PLAN VIEW
11=
I . LZe
Mounting base secured in concrete with 318" J bolts (4
places)
Existing concrete corners will need to 38'x J" redhead
anchors.
SA400TH TOUCH ANCHOR BASE MQVNT
t Instoll all materiols as per opproved plans,
specifications and manufocturer's recommendations.
Comply with the latest opproved edition of the
California Plumbing Code, City Standards, Section 20
of the Standard Specifications, and as
directed by the Recreation and Parks Director
2 All moteriol used shall be new and free from
imperfections,
3 Any and all changes shall be approved by the
Recreation and Parks Director prior to
implementation.
4. This Pro*t is Subject to the Requirements of
BAD
the California Deportment of Water Resources Model
Woter Efficient Landscape Ordinance (MCO) and
any other Applicable State and Local Regulation. I
Contractor is Responsible for Compliance with these APPROVED
I
-crry
Requirements,
le
W
Strongbox smooth touch stainless steel
bkkflow cage sized per plans and
specifications.
Enclosure locking swing door (door
mounted to anchor base)
Padlock Protective Cover
Padlock
BGckflow Preventer Per Specifications.
Anchor Bose Mount
Poured concrete base, 4" minimum
thickness. Extend 4" beyond outside
dimensions of enclosure.
FILENAME. L-18 I
finished Grade (See Note J)
36-Inch length of Coiled Wire to Satellite Controller Master Valve Circuit
Roln Bird PEB Series Master Volvo
12" Valve Box w/ locking Lid Heat
Brand 'W" or 7-S" on top of Lid
36" Length of Coiled PE -Cable
to Flow Sensing Equip. at CCU/
Satellite Controller Assembly I
VID Y Tags See Rainbird Website
for Current Moxicom
Splice Detail.
Bird FS Series
Sensor
VIA
UO�
W
I
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00 IdL�___ I
—
�=
I COX DIAMETER
To Controller
7
OF PIPE
5X
4� Layer of 3/4—inch Washed
Gravel
DIAMETER
Brick (I of 8)
OF PIPE
Concentric Reducer (I of 2)
4" Layer of 314-Inch Washed Gravel
NO TES:
1. Rain Bird PEB Series Master Valve wl SOL -ADA 8 to A
5. See Rain Bird Website for monufocturers latest wiring, splicing and other
Solenoid adopter kit as manufoctured by the Rain Bird
installation recommendations.
Corporation and sized, as per approved plans and
specifications. Master valve wire shall be single strand (14)
6. Any and oll changes shall be approved by the Recreation and Parks Director
AWG copper wire with blue insulation and ID tog.
prior to implementation.
2 Use Rain Bird FS Series Flow Sensor sized, located, and
7 This Protect is Subject to the Requirements of the California Department of
installed as per approved plans, specifications and
Woter Resources Model Woter Efficient Landscope Ordinance (MWELO) and any
manufacturer's recommendations. Flow sensor cable shall be
other Applicable State and Local Regulation, Contractor Is Responsible for
(16) AWG /I pair with droin wire underground communication
Compliance with these Requirements
cable,- shielded and armored, as manufactured by Paige
Electric, LLP, Fresno, CA. Flow sensor cable and Master Valve
8. Ail irrigation installation shall be in accordance with City Standards, the
wire shall be installed in a minimum 1-112" schedule 40
latest accepted edition of the California Plumbing Code, manufacturer's
conduit with ID tog.
recommendotions, Section 20 of the Standard Specifications, and as directed
by the Recreation and Parks Director.
J. Valve Box shall be 112" above finished grade in turf
area where sod will be instolled and flush where seeded
FILENAME: L-17REV
Box shall be 112" above bark mulch in planter areas.
DATE REV
STANDARD DRA - VM
I I
4. A# material used shall be new and free from
DC
imperfections.
& A A e- -r r- r% I I A I I If- A .. C� CHECKED '
" . , , I I /_ .,ate 1)
nd Locking Lid. Heat Brand "GI/ on Top of Lid.
8" Diameter Vertical PVC Sleeve with
notch to fit over mainline pipe.
Brass Gate Volve as per approved pions.
PVC Mainline Pipe sized os per plop
Washed Grovel
GOTTIMUn LITICK (/ Of Z)
NO TES:
t Volve Box sholl,be 112" above finished grade in turf area where sod will be installed and
flush where seeded Box shall be 112" above bark mulch in planter areas,
2. All material used shall be new and free from imperfections.
J Any and all changes shall be opproved by the Recreation and Parks Director prior to
implementation,
4. This Project is Subject to the Requirements of the California Department of Water
Resources Model Woter Efficient Landscope Ordinance (MoEtO) and any other Applicable State
and Local Regulation. Contractor is Responsible for Compliance with these Requirements.
5. A# irrigation installation shall be in accordance with City Standards, the latest accepted
edition of the California Plumbing Code, manufacturer's recommendations, Section 20 of the
Standard Specifications, and as directed by the Recreation and Parks Director.
Automatic
Controller
VZ T. Strong Box 22 SS Enclosure
/10 AWG Solid Bare Copper Wire
SIDE VIEW Attached to Ground Lug and Grounding
Rod (Yoke wire as short and straight Install Grounding Rod in 10"
as possible). Round Volve Box w/ Locking Lid.
Heat Brand "G" on top of Lid.
,�PVC Sleeve for Grounding Kre I
Ground Rod Clomp of Welds
FILENAME: L-16—cote Volue I
Finished Grade
518 " x 10 Ft. Copper Clod Grounding
Rod Or Grounding Plate. Install rods .in
soil in a triangular pattern spaced a Copper Grounding 7PIate.7
minimum of 16 feet apart from each 16 AWG (Minimum) Solid Bare
other. Grounding grid to hove a Copper Wire Between Grounding Ground Enhancement Material
resistance of ten (10) Ohms or less. Rod and Grounding Plate. (If Required)
IRRIGATION 12ONTROLLER GROUNDING QETAIL
NOTES.•
1. All irrigation installation shall be in accordance with City standards, the latest edition of the California Plumbing Code, manufacturer's
latest recommendotion, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director.
2 A# materials shall be new and free from defects.
J See opproved londscopel,'Irrigation plans and legends for specific model number, size, quantities, manufacturer's and performance
requirements.
4. See City Standard L-7 for 1)picol Controller Enclosure Detail.
5. Any and a// changes from this standard shall be approved by the Recreation and Parks Director prior to any type of construction.
6. Rain Bird has strenuous grounding requirements for Maxicom Systems. Contractor shall be responsible for satisfying all of Roin Birds
field tests and installation requirements which may require modifications to the field installation,
7 This Project is Subject to the Requirements of the California Department of Water Resources Model Woter Efficient Landscape
Ordinance (MCO) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these
Requirements. FILENAME: L-20
prepared for:
RGF PROPERTIES LLC
9100 MING AVENUE SUITE 120
BAKERSFIELD, CA 93311
(661) 335-6104
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Signature
APRIL 30, 2021
Renewal Date
(9 JULY 17,2020
-1)fi
Date
C
11 DATE: 5.29.2020
SCALE: NIA
DRAWN L,..
JOB NUMBER:
SHEET:
LD-2
SHEET 5 OF 9
HARRIS & BUENA VISTA APARTMENT LMD - RGF PROPERTIES LLC
30' MINIMUM PARKWAY PLANTER MAX
VARIES
SEE NOTE 5 SEE NOTE 10.
LEEVE
14' MIN 74' MIN TYR PIPE S*
SHADED AREAS SHALL / BE / A A1f)C1'ADC-r) *P/ ACE IRRIGATION P-r- 1-10C 'Al A SLEEVE PER r)rrAll I - 7 IAJLJC-Al CROSSING
ALL OTHER AREAS SHALL HAVE ACCEPT- UNDER ROADWAY OR HARDSCAPE. SLEEVES WHICH PASS UNDER ROADWAY
ABLE HARD SURFACE TREATMENT ONLY. SHALL ENTER MEDIAN IN A LARGE RECTANGULAR PLANTER.
LANDSCAPIN!2 LIMITS WITHIN MEDIANS.- PLAN VIEW
MOWER RAMP: SEE E18" WIDE BORDER OF HARD SURFACE t 9 "(CURB)
D SECTION & DETAIL C. TREA TAII T SEE DETAIL "E"
-ETI f
1 14' Typ,
11' MIN 8' MIN SEE NOTE VARIES 9. 1
SEE PLANS M
12.5'
1
E E
HARD SURFACE TYPICALLY HARD SURFACE PLANTERS & HARD SURFACE PER NOTES BELOW
TREA TMEN T ONL Y TREA TMEN T, SEE NOTE 2.
10--1
DETAIL OF TYPICAL MEDIAN. PLAN IIEW
2 4 2 11' (OR LESS 11, MINIMUM
SEE NO TES 2 & J.
114 " PER FT 114 PER FT
4" TO FIN. GRADE
MOWER RAMP PLAN 18" 1 11 TO MULCH)
18"
2 "MAX SEC TION I'D SECTION "E"
@ ZONE $# 1 00 OL TA 1L @ ZONE. "J st DE TA 1L
SECTION "C-C" SEE NOTE 1. SEE NOTES 2 & J.
MQWfR RAMP DETAIL
SEE DE TA IL "B "
10 Circular tree wells shall alternate with rectangular plonters (See Details 'A
NO TES- and 18"), Shape of planter areas may vory from those shown provided that all
1. Mere width inside bock of curb is less than 11' (less irrigation water applied is contained within planter area,
than 8' planter width) as in Zone "I only the use of 11. Mere there is a significant difference in elevation between curbs on opposite
sides of the medion, the installation of retaining curb may be
hard surface treatment is allowed required to retain soil and irrigation water inside the planter area.
2 Landscaped (Irrigated) Planters shall be allowed in
I - 12. Install mower" romp at both ends of every island. Preferred "mowert) romp
Zone 2only with prior approvol from City Engineer location is at left turn pockets,
and Recreation and Parks Director. IJ All areas below hordscope shall be compacted to 9OZ relative compaction to
J A minimum 18" (1.5) wide border of hard surface adepth of 6" (0.5)
treatment is required I adjacent to the bock of curb 14. Maximum tree spacing is 35' 0 C Trees and other features shall comply with
throughout Zones and J" line of sight restrictions.
4. Mere planters occur in Zones 2- and the hard 15 See Details L - 9 and L - 10 for soil preparation and planting requirements.
surface border shall slope inward towards the planter 16. Any and a// changes shall be opproved by the Recreation` and Parks Director
at 114 -per foot. & City Engineer prior to implementation.
5. Mere the minimum planter width does not occur 17 This Project is Subject to the Requirements of the California Deportment of
for JO consecutive feet, only hard surface treatment Woter Resources Model Woter Efficient Landscape Ordinance (MHELO) and any
shall be installed. other Applicable State and Local Regulation. Contractor is Responsible for
6 No turf shall be allowed in medians Compliance with these Requirements.
7 Where only hard surface treatment Is Installed (such as FILENAME: L-12REV
in Zone "I'), the hard surface shall slope outward at 114" WE REV 8/18
STNDARD
per foot See Detail It ADRAWN
DAH/BW/DC
8 Allconcrete surfaces shall be 4" thick. Stomped
HEC CKED
concrete shall contain integral color, color hardener & LANDSCAPING UNITS F Gonzalez
tinted concrete sealer installed per manufacturer's LANDSCAPING N.T.S.
specification. WITHIN MEDIANS STAN;ARD 7DETAIL
9. Concrete color and design layout shall be opproved by APPROVED
the City Engineer and Recreation and Parks Director. CffY OF BAKERESA91IELD
itil Al I,
7Y2. 1m) W (0. me) W
-.E J#
war
cm
AEAW ffiNcum
RMM fW S"
0"M I.E. AW= Mai
Ex
STANDARD
TYPICAL SIGHT LINE
REQUIREMENTS FOR
LANDSCAPING
C1 TY OF BAKERSFIELD I
CAL IFORNIA
2 -0�014 I
Centerline 0. 5 - Rod. Tffl.
of Fence Top Sides 2 - 14 rebor
Install J" from top of concrete
Chain Link Fence Playground
and 3" from bottom of concrete
or Wood Fence Sand Area
*5. 0' Min.
4
Qzzl IN
2.0" in Planter Areas
Zz
1.0 in Turf Areas 015" Rod. Tom.
9.0" 9.0"
Top Sides -4
/ ;//, / //�\�/f\/// :+ ;y�\`y�
F G. (Turf) - -- \j �� \ �\//\\
Finished Grade (F G.) A
T
//\Planter Area
Compacted Earth
6, 0" Thick Compacted 'And per opproved plans and specifications and
Concrete Mow Strip Earth as directed by the Recreation and Parks Director.
(Fence Footing Not Shown).
MO W S TRIP A T CHAIN L INK @ EL A YGPOUND SIDE WA L K
FENCE QR KQQ FENCE
NO TES:
1. Construct a deep score expansion joint at every fence post
and every 15' on o// other concrete surfaces.
CMU Block Wall----w- 2. All areas to receive concrete shall be compacted to 909
relative compaction to a depth of 6" (0.5) or as directed by the
Approved Moisture Recreation and Parks Director.
0. 5" Rod, Typ. Barrier on L o t Side 3 Top of maw strip sh o// be L 0" above finished, grade when
Top Sides -Lot Grade adjacent to turf and 20" above finished grade when adjocent to
planter,
4. Mere the grade on the lot side of the wall is higher than the
9.0', >x grade on the street side of the wall, water proofing is required
F, G (Turf) Compacted See City Standard L -9, Detail D for water proofing requirements. Earth
5 A 9. 0 wide concrete mow strip is required for all turf areas
adjacent at o// property lines and existing or proposed fence per
6. 0" Thick a City Standard L -11, Detail A.
Concrete Mow Strip
4 6. Any and all changes from this standard detail sheet shall be
Footing approved by the Recreation and Parks Director prior to construction.
7 All concrete shall be Class 7' in accordance with City Standards,
A40 W TRIP A T WA L L the latest edition of Section 73 of the Standard Specification, and
as approved by the Recreation and Parks Director.
0. 5 " Rod. Tffl. 8 This Project is Subject to the Requirements of the California
Top Sides Deportment of Water Resources Model Woter Efficient Londscope
Ordinance (MWELO) and any other Applicable State and Local Regulation.
F G. (Turf) 6 2 0" s.
in Plan ter Areas Contractor is Responsible for Compliance with these Requirement
1.0" in Turf Areas
FILENAME: L-11REV
DATE REV
_V18
.4-
DRAWN
STANDARD
Maw Stri DAHLBW�.D
0 p CONCRETE MOW I KED I
(See Note 13) STRIPS & PLAYGROUND E F. Conzolez
@CONCRE TE MOW S TRIP N.T.S,
SIDEWALK qTANnARn DFTAII
A=6YI.ft) WMWT AMW
(AL X4 YS MW GW AROWS
A W = W TOK)
Az 12r.1 Sn) IIIN P~G
awrmff W
AEVAN EM
T
MA&W
A E D oa*n) -
fiowltw
C= 10 f TIMH (44%1
D=S 0 C mlb"A X*
D=SWr DIS&AWr
S=CHRM SW (851h P&MU) OR, F NOT nAW
X" SW ov AM swr
(310T LK ASMS AN Elf AT 15 Y1. 05m) AWT
10 MW AT A N OMC T AT 4 25 rL Off) M Mr)
STANDARD
rt
SIGHT DISTANCE•
REQUIREMENTS FOR
INTERSECTIIONS
CITY OF BAKERSFIEL0
CALIFORNIA
Pueuc "WS DEP4?,717�TMT
NO TES. -
For planter areas 5'- 10' 1. Apply soil amendment as per soil test and per approved plans.
in width or os approved ed and specifications and as directed by Recreation and Parks Director.
by
Recreation & Parks
2 All trees shall be double staked with new 2.0" Did. Pressure Treated
Director. Z� lodge Pole Pine stakes. Remove original nursery stokes from a//
prolkt plant material and install new tree stokes per details 8 and C.
*Install trees along
5
J. Place root boll on undisturbed native soil per detail B. Backfill hole
CL of planter half -way with backfill
mix per approved plans and spec* * otions and
4 berm water sufficiently to settle soil. Once o// surface water has drained, odd
See City Standard r uIre sufficient bocklill mix to reach finished grade. Construct 4" berm to
required
ST-8 or ST-9 for create a watering basin Ground tree, fill basin with water and refill once
o es
Distance caries
Sidewalk Dimension water has drained. Remove berm prior to installing turf or bark mulch,
F. a 4. Arbor Trunk Guards or opproved equal are required around all trees
planted in turf areas.
5 A 24" deep Root Guard Barrier installation is required for all trees 5. 0'
or less from any hard surface and as directed by the Recreation and Parks
/K1 X'� Director. For linear applications place 10 of barrier porGlIel and adjacent
Install 24" deep root Hoot Bolt to the edge of hard surface, 5' to each side of tree. For tree wells and
barrier panels with other small areas, install root barrier around all four sides of the root
of panel Y2 above F G, A boll in a "surround application. " Adjoining panels shall be fastened
together per monufocturers recommendation.
(finished grade) or per planting Tablets /X
s X 6. Planting Tablets) shall be evenly spaced and placed 20 below
manutac- turer' (See Note 6)
specifications. finished grade near root boll as follows:
TREE PLANTING WITH RQO TGUARD I - Tablet per I Gallon. 6 - Tablets per 15 Gallon.
J - Tablets per 5 Gollon. 9 - Tablets per 24" Box
7 Any and all deviations from this standard shall be approved by the Recreation and Parks
Director prior to construction.
8 A# londscope installation shall be in accordance with City Standards, Manufacturer's
Recommendation, and Section 20 of the Standard Specifications.
9. All moteriol used shall be new and free from imperfections.
10. See approved landscope and irrigation plans & specifications for specific model numbers, size
manufacturer, and performance requirements. See City Standard Detail L -8 for Root Watering Device.
11. This Project is Subject to the Requirements of the California Department of Water Resources
Model Woter Efficient Landscape Ordinance (M*ELO) and any other Applicable State and Local
50- Local Regulation, Contractor is Responsible for Compliance with these Requirements.
Stakes (See Note 12)
Tree Support (VI. T or Equal)
Shrub
Trunk Guard (Turf Areas Only) W
F. G. Water
Basin
4.0" (JJ) Berm FG 40" (JJ) Berm
(Temporary)
'
Woter Basin (Temporary) %
Root Boll Crown of Tree shall be
III to 2" above FG. Root Ball
Q)
IR - Planting Tablets
A C� C�n
N11< 1�- or� Note 16)
Planting Tablets
Undisturbednote6) lz� Undisturbed
11
Native #
2X Width
of Root Roll
STAKING DETAIL (SECTION)
Tree Trunk Prevailing
Wind Direction
Tree Stakes
Tree Canopy
f.
Support
STAKE LOCATION
2X Width
Of Root 8G#
TYPICAL SHRUB PLANTING DETAIL
FILENAME: L-10REV
��M WTOMATIC IRRIC-7ATION 5`f'5TEM 15 REOUIRED.
%/
Ti OR MA50N I RY HA I LL I
W
HIPTH VARIES
rEN(,E OR 10I
OR DRILL 51TE AR=-A-f-\
(5
MA9,14' MAN 'HWAIRMAN I WIM, JIMIN I =40
o'-5' HIVE LANDSCAPE FLANTIN65 (5HRU55 ONLI COWCRE
5+ HIVE LAN05CAn PLANTINO AREA (TRZEVSHRUBS) DRIVEKA�'
511►EMLK AREA- ELEVATION
NT5
1. AREA BET)III BACK OF-91MVALK, AND KAJ_L 5. ALL 6ROUND COVER SHALL BE REVISINIED AND 1. NO CLIMBIN6 VINE:5 SHALL BE USM TO SCREEN
OR FEW.,r: AT PROPERTY LINE SHALL EE APPROVED 13Y CITY PARKS DIVISION. KALL OR
LANDSCAPED. IF PRONTI 15 LESS THAN loo 4. ALL PLANTS (SHR035 TI SHALL HAVE AN 6. NO LANDSCAPE IMPROVEMENTS SHALL BE
LIW-AP- FEET, THE! AREA BETI FM*--Z� AND INpIVIMAL MaEgMe. ALLOI AND COWRM SIM-IALK SHALL BE
BACK OF CA)RS SHALL RECIEVE COW.,REM. 5. IRRIlSA71ON SYSTEM SHALL HAVE: A SEPARATE EXTENDED TO THE FACE OF HALL YI WMP OR
2. SROLM 0OVE!R MAY 13E LSW ONLY IIINIHEN POINT OF CONNECTION. DRILL SITE FRONTAI67E 15 LESS THAN 100 LINEAL
DISTANCE SETI BACK OF SIVEKALK AND FENCE 6. SHR1,69 AND M. SHALL BE SPACED NO FEET AS NIED PARALLEL TO THE ADJACENT
EXCEEDS 101. CLOR FULL DIAMETER AT MAnRITY. STREET.
REVISIONS
"IT" "' `31 NKE" SHELT1.1 y X
TYPICAL LANDSCAPE WALL
OR FENCE SCREEN
STANDARD
PLAN NO.
SHT I3 OF 14 APPROVED RCEXXXXX DATE L
prepared for:
RGF PROPERTIES LLC
9100 MING AVENUE SUITE 120
BAKERSFIELD, CA 93311
(661) 335-6104
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DRAWING TITLE:
PLANTING
DETAILS
L 4
APRIL 30, 2021
Renewal Date
JULY 17 2020
Date
OF CN-f
DATE: 5.29.2020
SCALE: N/A
DRAWN BY: JL
JOB NUMBER:
SHEET:
SHEET 6 OF 9
HARRIS & BUENA VISTA APARTMENT LMD - RGF PROPERTIES I I C
LID
0
-kTA
,T_vWA Nk $_ 114 1 1i i
1. i. it PLANT
MATERIAL
REQUIRED ". #. PLAN
T
BE
r
T' T
QUALITY
r ii
r MATERIAL
1
PROJECT.
r THIS PROJECT.
r r rr ACCEPTED #
s r
k k
i � i
INDUSTRY
STANDARD FOR
THE SIZES SPECIFIED. ALL
PLANT MATERIALS
w, BE OF
DENSITY.
ANY PLANTS THAT
ri NOT MEET THIS STANDARD, BE :THE ARCHITECTr
OR
CITY REPRESENTATIVE.
r i i i
A 1 ♦ A
1
r
i !
THE
DEVELOPER SHALL CONFORM !r iik l
REQUIREMENTS,
iw INCLUDINGA
r
•
PERTAINING INSTALLATION:
5. ALL LANDSCAPE DETAILSA BE ACCORDANCE C.O.B.
r
STANDARD
1
! !
r
#:
Y THE CITY ENGINEER.
j • j r PLACED
1 s 1 ♦ PLANS.
! r r � i THE LINE i i' r
VERIFY
C.O.B. OR i fARCHITECT
PRIOR
r r i CONSTRUCTION OR
TREE
INSTALLATION.
:, i 7. PRIOR i THE FINAL
C.O.B. ACCEPTANCE,
#♦ CONTRACTOR SHALL APPLY
ri A PRE —EMERGENT
!
r r :w
1 • r r ♦ A ,�
CONTROLRECOMMENDED i ADVISOR
1 A
/
i !
LICENSED APPLICATOR.
k C.O.B.
� APPLICATION.
• ! r •VERIFICATION
i
WITHOUT8. LANDSCAPE AREAS !
LANDSCAPE
HAVE
A CONCRETE
• STRIP AT THE OF LANDSCAPE
!X • AREA.
r ♦ • '° TO STANDARD DETAIL •"' i
STRIPS.
CONTRACTOR SHALL • /LANDSCAPE
t` a • AREAS 1 « OF REDWOOD BARK CHIPS
SUPPLIED :•i FRESH WATER
MILL. MULCH SHALL BE
UNIFORM COLOR AND FREE
FROM WEEDS,
SAWDUST, ! irMATERIALS , 4 A A .i SPLINTERS.
ANY
DYED Pr
• i
NOT BE
ACCEPTED. CONTRACTORr SAMPLES w,• r r Y
i PROVIDE
QUANTITIES10. LANDSCAPE.
r1# LEGEND / NOT ACCURATE;
• j CONTRACTOR
RESPONSIBLE
•SriN.:B. :• INSTALL ALL PLANT MATERIAL
:T #A A PER
THE APPROVED
PLANS OR AS DIRECTED BY THE
REPRESENTATIVE.
A �► r r r• � 1 r Ma r
r i i
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r r w•' A r' ■ r r A # I , i 1 • rs w 'i • r s
iill I ill
� • i
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 FROM
EVERY CHANGEOM THE ORIGINAL DRAWINGS AN
D
D
SPECIFICATIONS INCLUDING
EXACT LOCATIONS SIZES AND KINDS OF EQUIPMENT. THESE DRAWING HALL
Q S S 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 WHEREON 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 LANDS ' CAPE 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 THE FINAL INSPECTION, THE CONTRACTOR SHALL D4IVER 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 COMPILED 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"
6. 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" X 17" OF THE APPROVED "RECORD DRAWINGS".
C. THE CHART SHALL BE A BLUELINE 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 16 MIL. THICKNESS EACH.
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GENERAL
y IRRIGATION
i
INSTALL1. MATERIALS AS A Iit OUT IN DETAILSAND AS PER SPECIFICATIONS.
2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE CITY, DEVELOPER, AND
LANDSCAPE ARCHITECT.
3. ALL SPRINKLERS AND
.: VALVES SHALL y ,- FOR
REQUIRED
r COVERAGE OR
NO
` r i t
LANDSCAPE ARCHITECT SHALL HAVE
FINAL APPROVAL.
1. COMPONENTS L
Mrl! ♦.! ARE APPROXIMATE
siriY. AND DIAGRAMMATIC AS INDICATED.
ALL . r A N LINES RUNNING UNDER
PAVED SURFACES S
,, BE INSTALLED SCHEDULE 40 PVC SLEEVES. NO
DIRECTIONAL CHANGES IRRIGATION
IsrA M SHALL BE INSTALLED UNDER PAVEMENT Or HARDSCAPE AREAS.
X.
ALL SLEEVES SHALL ♦ MINIMUM 2 TIMES LARGER THAN
.. THE IRRIGATION
r♦ ALL SLEEVES CROSSING
LOCATIONS WILL BE IN♦ iFACE OF THE CONCRETE CURB. VERIFY WITH C.O.B.
FOR
APPROVED
ri■►O: HOD AND TYPE.
6. ALL SYSTEMS SHALL DESIGNED FOR
! PRESSURE AS
PER
IRRIGATION EQUIPMENT MANUFACTURER.
►yr
PRESSURE A EACH
HEAD SHALL
BE
OPTIMUM
qr RANGE SPECIFIED MANUFACTURER,
7. DEVELOPER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS' LOCATIO NS. CONTROLLER LOCATIONS ARE
SHOWN DIAGRAMMATICALLY. ♦ r ATION SHALL BE APPROVED BY RECREATION AND PARK DIRECTOR AT
CONSTRUCTION. LANDSCAPE CON
r♦r r SHALL BE RESPONSIBLE r FINAL
8. POINTS a BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBINGPLANS FOR
EXACT LOCATIONS.
• CONTRACTOR SHALL INSTALL CONTROLLERS PER
CITY AND MANUFACTURER'S
jri SPECIFICATIONSA STRONG w+,
II.22-SS ENCLOSURE.
VERIFY PRIOR
.r INSTALLATION. INSTALL AS PER
C.O.B. SPECIFICATIONS.
10QUANTITIES INDICATED IRRIGATION SCHEDULE MAY NOT BE ACCURATE. CONTRACTOR
.,Orr. SHALL
A RESPONSIBLE
INSTALL ALL MATERIALS ♦. PER
PLANS.
INSTALLED11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE STANDARD BOXES AND QUICK COUPLERS SHALL BE
ROUNDBOXES, APPLIED EENGINEERING Or ♦ iirO I! EQUAL(PER r"'i EACH BOX LID
SHALL BE HEAT BRANDED FOR APPROPRIATE IDENTIFICATION. VERIFY WITH C.O.B FOR EXACT CONFIGURATION.
12. CONTRACTOR SHALL --ROE. AND INSTALL i HOT WIRES EACH VALVE. : (BLACK) AND THE
SECOND
. (RED) WILL : A SPARE. A SPARE i-iOi AND RAN THROUGH
END OF THE SYSTEM. ONE f•i r SHALL BE r THE MASTER VALVE.
13. CONTRACTOR
y -Or SHALL PROVIDE
IRr r y O ROOT WATERING
r ♦ D A POP-UP
BUBBLER AT
THE REAR
s PER
TREE. VERIFY WITH C.O.B. FOR EXACT CONFIGURATIONS.
14. CONTRACTOR
RA■r SHALL PROVIDE
r. AND INSTALL A. SCHEDULE t PVC UNION AND BALL VALVE,
VALVE, AT EACH VALVE LOCATION.
♦ VERIFY i FOR
EXACT CONFIGURATION.
...r ♦ :.
15. THE DEVELOPER
# SHALL RESPONSIBLE FOR
P.NM ASSURING
r: A ANY
CONCRETE
..r FOOTINGS
FROM
t ADJACENT BLOCK
WALL DOES NOT
rr INSTALLATION AND OR LOCATION
IRRIGATIONAND LANDSCAPE
MATERIALS.
16. CONTRACTOR A PRESSURE MAINLINE AT
y OF r FOR
HOURS. VERIFIED
17. THE CONTRACTOR
Rr yO• SHALL AND OR
PROVIDE,.. EXISTING IRRIGATION
sy MAINLINE ANDWIRES r AND
f1♦ Or TO
ANY ADJACENT PHASECOMPLETE ANY CURRENT
r:. Or FUTURE IRRIGATION
1�
PROVIDING y PROPERLY MEET THE
DESIGNED CONDITIONS.SHOULD THE CONTRACTOR BE
REQUIRED TO UTILIZE THE EXISTING FUTUR
is %► SERVICES,-s, A SHALL UPDATED
ALL THE NECESSARY
!s IRRIGATION
rAO.. EQUIPMENT A a ♦ sT: .... THE CURRENT
r:E PROJECT,
PER THE DIRECTION
RECREATION
♦ AND PARKS DEPARTMENT'S
. iA.r REPRESENTATIVE.
y
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prepared for:
RGF PROPERTIES LLC
9100 MING AVENUE SUITE 120
BAKERSFIELD, CA 93311
(661) 335-6104
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DRAWING
CITY OF
BAKERSFIELD NOTES
APRIL 30, 2021
Renewal Date
t(9 JULY 17, 2020
Date
OF Cp,Oi
HARRIS & BUENA VISTA APARTMENT LMD - RGF PROPERTIES LLC
,
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 |nthe drawings and specifications.
B. Ordinances and Regulations: All local, municipal and state laws, and rules and
regulations governing orrelating tV any portion ofthis work are hereby incorporated
into and made opart ofthese specifications and their provisions shall bmcarried
out bythe Contractor. Anything contained inthese 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 ordescribe
mnder|a|m, wmrkmannhip, or construction of better quality, higher standard, or larger
size than inrequired bythe above rules and regulations, the provisions ofthese
specifications and drawings shall take precedence.
C. Explanation of Drawings:
1. Due to the scale of the drevvngm, it is not poum|b|u to indicate all offsets,
fittings, sleeves, etc..which may berequired. TheContractor ahaUosn�uUy
� investigate the structural and finished conditions ffectingall ofhis work and
plan his work accordingly, furnishing such fittin0a, etc. as may be required to
meet such conditions. Drawings are generally diagrammatic and indicative of
the work to be |nate||wd. The work eho|| be installed in such a menneraato-
avoid conflicts between irrigation systems, planting, and architectural features.
2. The word Landscape Architect aaused herein shall refer tothe Owner's
authorized representative.
3. All work called for on the drawings by notes or details shall be furnished and
installed whether ornot specifically mentioned inthe specifications.
4. The Contractor shall not willfully install the irrigation system as shown on the
drawings when |t|eobvious inthe field that obstructions, grade differences, or
discrepancies in area dimensions exist that might not have been considered in
the irrigation design. Such obstructions ordifferences should bebrought tothe
attention ofthe Owner's authorized representative. |nthe event this notification |o
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 byname inthe drawings and specifications. Mosubstitution will be
allowed without prior written approval bythe Landscape Architect.
2. Complete material list shall besubmitted prior toperforming any work. PWeteha|
list shall include the manufacturer, model number, and description ofall
materials and equipment to be used. Copies of catalog information shall not be
substituted for the materials list, and will berejected meunacceptable.
3. Equipment or materials installed or furnished without prior approval of the
Landscape Architect may berejected and the Contractor required toremove
such materials from the site athis own expense.
4. Approval ofany item, alternate, orsubstitute indicated only that the
product apparently the requirements ofthe drawings and specifications
onthe basis nfthe information orsamples submitted.
5. Manufacturer's warranties mhe|| not relieve the Con1rectorof,h|n liability
under the guarantee. Such warranties shall only supplement the guarantee.
B. Record OnavvnQa:
1. The Contractor shall provide and keep uptodate acomplete "naconJ"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 ofequipment. These drawings shall also serve aowork progress sheets and
shall bethe basis for measurement and payment for work completed. This set
ofdrawings shall bekept onthe site and shall beused only enarecord set.
,
2. The Contractor shall makeneot*andlegible annotations thereon daily aethe work
proceeds, showing the work osactually 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 ofthe final inspection, the Contractor shall transfer all information
from the record prints toosepia my|erormy|arprocured from the Landscape
Architect. All work shall beneat, drawn inwaterproof ink byetechnical ink pen
designed specifically for use on my|armebsria|. Work completed infelt tip pen or
ball point pen will berejected because ofthe non -permanent nature ofboth
devices. All work shall basubject toapproval bythe Landscape Architect.
'
4. The Contractor shall dimension from two permanent points ofreference the
location of the following items:
a. Connection toexisting water lines
b. Connections hoexisting electrical power
u. Gate valves
d. Routing of pressure main line pipe
e. Sprinkler control valves
f. Routing of control and common vv|na
g. Quick coupling valves
h. Other related equipment medirected bythe Landscape Architect.
5. On or before the date of the final inspection, the. Contractor shall deliver the .
corrected and completed my|erotothe Landscape Architect. Delivery ofthe
my|arm 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.
�. Provide ide one controller chart for each controller supplied.
3. The chart shall show the area controlled by each automatic controller and shall be
sized aodesignated byeach automatic controller nres designated bythe Owner's
authorized representative.
4. The chart io0obeareduced drawing ofthe actual record drawings. However, in
the event the controller sequence is not legible when the drawing is reduced, it
shall bereadable when the controller chart is, completed.
5. The chart shall beab|oac|ineorb|ue||neoze|idprint and a different color shall
be used to indicate the area of coverage for each control valve station.
0. 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.
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 aopart ofthis contract the following tools:
a. Two sets ofspecial tools required for removing, disassembling, and
adjusting each type ofsprinkler and valve installed under this contract.
b. Two five-foot valve keys for operation ofgate valves (as requ|red).
o. Two keys for each automatic controller nrenclosure.
d. Six quick coupler keys and matching hose swivels for each type mf
quick coupling valve installed.
2. The above mentioned equipment shall beturned over tothe Owner atthe conclusion
ofthe project. Before final inspection can occur, evidence that the Owner has received
material must beshown tothe 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.
1.5Analysis ofsamples and tests: None.
1.8 Guarantee:
A. The guarantee for the sprinkler irrigation system shall be made in accordance with the
attached form. The general conditions and supplementary conditions ofthese
specifications shall befiled 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.U3.D)
C. The guarantee form shall bere-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 torepair orreplace any defects |nmaterial 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 tothe Owner. We shall make repairs orreplacements within a
reasonable time after receipt ofwritten notice from the Owner. In the event ofour failure to
make such repairs or replacements within a reasonable time after receipt of written notice
from the {}vvner, we authorize the Owner to proceed to have said repairs or replacements
made atour expense and vwswill pay the costs and charges therefore upon demand.
(The above statement is to be followed by the project name. |ouation, mignotuna, oddneeo.
and telephone number of Irrigation Contractor, in addition to the date of acceptance).
PART 2-MATERIALS
2.1 General: Use only new materials ofbrands and types noted onthe drawings,
specified herein, orapproved equals.
A. PVC pressure yWm|n Line Pipe and Fittings:
1. Pressure main line piping for sizes 2 and 1/2inch and larger shall bePVC Class 315.
2. Pipe shall bemade from anNSF approved Type 1.Grade 1'PVC compound conforming
toA8TPW 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 2inohand smaller shall be PVC Sohedu|e4O
with solvent welded joints.
4. Pipe shall bemade from NSF approved Type 1,Grade 1'PVC compound conforming to
ASTMresin specification D1785. All pipe must meet requirements aoset forth in
Federal Specification PB-21-7U(So|vent-VVe|dPipe).
5. PVCoo|vent+we|d fittings shall beSchedule 4O,1-2.11-1 NSF approved conforming to
A8TW1test procedure D2488.
8. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and
installation methods prescribed bythe manufacturer.
7. All PVC pipe must bear the following markings:
a. Manufacturer's name
b. Nominal pipe size
o. Schedule orclass
d. Pressure rating in PSI
e. NSF (National Sanitation Foundation) approval
[ Date of extrusion
8. All fittings shall bear the manufacturer's name or trademark, material designation, size,
applicable |.P.S.schedule and NSF seal ofapproval.
B. PVC Non -Pressure Lateral Line Piping:
1. Non -pressure buried lateral line piping ohe|| be PVC daem 200 with solvent -weld joints.
2. Pipe shall bemade from NSF approved, Type 1.Grade ||. PVC compound conforming to
ASTM resin specification D1784. All pipe must meet requirements set forth in Federal
Specifications P8-22-70vvith an appropriate standard dimension ratio.
3. Except as noted in paragraphs 1 of 2 of Section 2.01 C, all requirements for non -pressure
lateral line pipe and fittings shall be the same as for solvent -weld pressure main line
pipe and fittings aoset forth |nSection 2.O1Bofthese specifications.
C. Brass Pipe and Fittings: -OMIT
1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal
Spec|ficat|onM-P-851.
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 bemedium galvanized screwed beaded malleable iron. Galvanized
couplings may bemerchant coupling.
3. All galvanized pipe and fittings installed below grade shall be painted with two coats of
Koppers 5OBitumamtio.
E. Gate Valve:
1. Gate valves 3-1noheaand smaller shall be 125-|b. SWPbronze gate valve with screw -in
bonnot, non -rising stem and solid wedge disc, have threaded ends, and beequipped with
bronze wheel handle.
2. Gate valves 3-inches and smaller shall be similar to those manufactured by Nibco or
approved equal.
8. All gate valves oho|| be installed per installation detail.
F. Quick Coupling Valves: Quick coupling valves shall have ebrass two-piece body
designed for working pressure of15OPSI operable with quick coupler key.
Key size and type shall beeashown onplans.
G. BaokflmwPreventerUnit:
1. Baokfluw prevention units shall beofsize and type indicated onthe irrigation
drawings. |natoU the baokOow prevention units in accordance with the irrigation
construction details,
2. Wye strainers at backflow prevention units shall have a bronzed screwed body with
1OOmesh mone|screen and shall besimilar tuBailey 1O0\orapproved equal.
H. Check Valves:
1. Swing check valves 2-inches and smaller shall be200|bs. WOG bronze bronze
construction and replaceable composition, neoprene or rubber disc, and shall,meet or
exceed Federal Specification WW-V-51D.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 bestainless steel with Buno-N seals. Valve shall be
field adjustable against dnawvoutfrom 3 to40 feet of head. Anti -drain valve shall be
similar tothe King Bros. "C\y'series orapproved equal.
1. 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.
i,. Field splices between the automatic controller and electric control valves will not
permitted without prior approval of the Landscape Architect.
J. Automatic Controller:
1. Automatic controller shall beofsize and type shown nnthe drawings.
2. Final location of automatic controller shall be approved by the Owner's authorized
representative prior to installation.
3. Unless otherwise noted onthe plans, the 12O-volt electrical power tothe 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 controlvalves shall have
amanual flow adjustment.
3. Provide and install one control valve box for each electric control valve.
L. Control Valve Boxes:
1. Use 1D"x1O1/4'round box for all gate valves, Carson Industries 91O-12B with green
bolt down cover orapproved equal. Extension sleeve shall be PVC-S-inchminimum size.
2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves, Carson
Industries 1419-12Bwith green bolt down cover orapproved equal.
M. Sprinkler Heads:
1. All sprinkler heads shall beofthe size, type, and deliver the same rate of precipitation
with the diameter (or radius) of spray, pneaeure, and discharge in G.P.M. as shown
onthe drawings and/or specified inthese special provisions.
2. All spray type sprinklers shall have ascrew adjustment.
8. 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 |nexcavating 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 bs-
no interference with utilities or other construction or di icu ty in p ant ng trees, s ru s,
and groundcovers.
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, routinQ,
and location ofsprinkler heads.
2. All layout shall beapproved byLandscape Architect prior toinstallation. .
B. Water Supply:
1. Sprinkler irrigation system shall be connected to water supply points of connection as
shown undrawings.
2. Connections shall bemade st approximate locations aeshown onthe 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.
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 onthe drawings
and asnoted.
2. Provide for aminimum coverof18-inohemfoxaUpreaoure supply lines. ~
3. Provide for aminimum cover of12-incheefor 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.
1. 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 oodesignated on the drawings. Sprinkler heads
tobeinstalled inthis work shall beequivalent inall respects tothose
itemized inthe irrigation equipment legend.
2. Spacing mf'aphnk|erheads shall not exceed the maximum amindicated
onthe drawings. |nnocase shall the spacing exceed the maximum
recommended bythe manufacturer.
3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs
tokeep the sprinkler system equipment |noperating condition. The exercise
of this right by the Owner aho|| not relieve the Contractor of his responsibilities
under the terms ofthe guarantee aaherein specified.
8.5 Existing Trees: Where itisnecessary to excavate adjacent toexisting trees, the
Contractor shall use all possible care toavoid injury totrees 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 d|amster, except directly in the path of pipe or
conduit, shall be tunneled under and shall beheavily wrapped with burlap to
prevent scarring orexcessive drying. Where aditching machine |erun close to
trees having roots smaller than 2inches indiameter, the wall ofthe trench
adjacent tothe tree shall hehand trimmed, making o|ouncuts through. Roots
1/2 inch and larger in diameter shall be painted with two coats oftree seal, or
equal. Trenches adjacent to trees should be closed within 24-hours, and where
this |anot possible, the side cfthe trench adjacent hnthe tree shall bekept
shaded with burlap orcanvas.
3.6 Field Quality Control:
A. Adjustment ofthe System:
1. the Contractor shall flush and adjust all sprinkler heads for optimum
performance and toprevent overopnnyonto walks, roadways, and
buildings asmuch aspossible.
2. If it is determined that adjustments in the irrigation equipment will
provide proper and more adequate coverage, the Contractor may
also include changes innozzle sizes and degrees ofare aerequired.
3. Lowering raised sprinkler heads bythe Contract shall beaccomplished
within ten days after notification byOwner orLandscape Architect.
4. All sprinkler heads shall beset perpendicular tofinished grade
unless otherwise designated onthe plan nraarequired for proper
coverage (slopes, etc.).
B. Testing ofIrrigation System:
1. The Contractor shall request the presence ofthe Landscape Architect
inwriting atleast 48hours |nadvance ofany testing.
2. Test all pressure lines under hydrostatic pressure of15OPSI 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 betested under hydrostatic
pressure of15Opsi and proved watertight, prior topaving.
4. Sustain pressure in tested lines for not less than two hours. If leaks
deme|op, replace joints and repeat test until entire system is proven
watertight.
'
5. All hydrostatic tests shall bemade only inthe presence ofthe
Landscape Architect. Nopipe shall be backfi||eduntil ithas been
observed, tested, and approved inwriting.
0. Contractor ohm|| furnish force pump & all other test equipment necessary.
When the sprinkler irrigation system imcompleted, perform ecoverage
test inthe presence ofthe Landscape Architect todetermine ifthe
water coverage for planting areas imcomplete and adequate. Furnish
all materials and perform all work required tocorrect any inadequacies
of coverage due tothe deviation from plans, orwhere the system has
been willfully installed aaindicated onthe drawing when itiaobviously
inadequate, without bringing this tothe attention ofthe Landscape
Architect. This test shall be accomplished before any groundcoverio
planted.
8. Upon completion ofeach phase ofwork, the entire system shall be
tested and adjusted tomeet site requirements.
37 Maintenance:
A. The,enUnesprinkler irrigation system shall beunder full automatic
operation for aperiod ofseven days prior toany planting and for 9O
days after inspection tobegin maintenance period.
B. The Landscape Architect reserves the right towaive orshorten the
operation period.
'
88 Clean-up: Clean-up shall bemade ameach portion ofwork progresses.
Refuse and excess dirt shall baremoved from the site. All walks and paving
shall bebroomedorwashed down, and any damage sustained onthe work
of others shall be repaired to original conditions.
^
8.8 Final Observation Prior toAcceptance:
A. The Contractor shall operate each system |nits entirety for the
Landscape Architect adthe time of final inspection. Any items deemed
not acceptable bythe qualified observer shall bereworked tothe
complete satisfaction ofthe Landscape Architect.
B. The Contractor shall show evidence tothe Landscape Architect that
the Owner has received all accessories, charts, record drawings and
equipment aorequired before final observation can occur.
3.10 Observation Schedule:
A. Contractor shall beresponsible for notifying the Landscape Architect in
advance for the following observations according tothe time indicated:
1., Pre -job conference -7days.
2. Pressure supply line installation and testing -4M hours.
3. Automatic controller installation -48 hours.
4. Control wire installation -48 hours.
5. Lateral line and sprinkler installation - 48houny.
6. Coverage test -48 hours.
7. ' Observation tobegin maintenance period -7days.
B. Final Observation -7days.
R. When observations have been conducted byother than the Landscape
Architect, show evidence ofwhen &bywhom these observations were made.
C. Noobservation will commence without record drawings. In the event the
Contractor calls for an observation without record drawings, without
completing previously noted oorreot|ona, or without preparing the system
for observation, he shall beresponsible for, reimbursing the Landscape
Architect atthe rate per hour (portal to portal) plus transportation costs,
for the inconvenience. Nofurther observations will bescheduled until
this charge has been paid.
END
`
prepared for:
RGF PRopERnssuo
o1ooM/moAVENUE SUITE 120
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LANDSCAPE PLANTING SPECIFICATIONS
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PART ^-
D. Plans and specifications: All landscaping including plants, ground covers, soil
additives and other miscellaneous landscape items shall be provided and installed
1.1 Description:
instrict accordance with plans and specifications prepared byOwner.
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A. Work Included:
E. Changes: The Owner shall have the right tomake minor changes inthe
landscape design and installation to insure practicality of design and for oa�th��io
1 �he�orkinc|u��d|nth�e�ap�o|�omt|�no�ho||oono|��ofth�furn|�h|ngo�e|| '
reasons etnoadditional cost.
|ebor, too|a, materials, permits, epp|ianmeo, taxes and all other costs,
foreseeable and unforeseeable otthe time Vfcontracting necessary and
appropriate for the installation ofthe accompanying drawings.
PART 2-MATERIALS
2. Nodeviation from these specifications orfrom the agreement orfrom the
2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper
general conditions is authorized and no such deviation shall be made unless
grades and drainage aoindicated onthe plans. Unless otherwise noted, finish grade shall be
the written authorization, therefore signed by the Owner or his duly authorized
be|owhardeoepe aofollow: 2"for ground cover areas, 1"for lawn areas. '
. representative, has been obtained inadvance.
1.2 Interpretation ofPlans and Specifications:
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 orthat clods
A. The Landscape Architect will interpret the meaning ofany part ofthe any plans and
will not break readily. Water shall beapplied, ifnecessary, tVprovide ideal moisture content
specifications about which any misunderstanding may arise, and his decision will
for tilling.
be final.
2.3 Weed removal: Weeds, plus bennudagrass, etc..shall bedug out from all planting areas by
B. Should there appear tobeanerror ordiscrepancy |norbetween the plans,
their roots wherever possible and removed from the site. Where necessary 1odiscourage
-~ specifications & planting |iota` the Contractor shall refer the matter to the Landscape
ua000urence of this material, the Contractor shall apply one or more treatments of a satisfactory
Architect for adjustment before proceeding with the work. Should the Contractor
chemical per manufacturer's directions in nmgmnj to concentration plus a||ovmanma of an ample
proceed with the work without so referring the matter, he does so on his liability.
period oftime for effective performance prior tocultivation. The site shall bemaintained ina
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weed and litter free condition during the maintenance period. Weeds shall beremoved et
�equencieeodequ���hmpn*v�ntth�m�tunaUonofwmed�o�da.
1.3 Quality Assurance:
2.4 Plants:
A. Quality ofwork: The Landscape Architect shall banotified edleast two days prior
to work commencement, by the Contractor and prior to inspection visits by the
A. Inspection:
Landscape Architect. All work shall be done in a good workmanlike manner in
accordance with all plans and specifications and best considered practice, shall
Plants shall be subject to inspection and approval or rejection by the Landscape Architect at
meet with the approval ofthe Landscape Architect and Owner and shall bein
place of growth and/or the project site at any time before or during progress or work for size,
accordance with the requirements oflocal building codes and |avvo. Any defective
variety, condition, latent defects and injuries. Rejected plants shall be removed from the site
work will be redone at the Contractor's expense as directed by the Landscape
immediately..
. Architect.
B. Conditions:
B. Permits: The Contractor will beresponsible for obtaining any and all necessary
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building permits from the city of other governmental authorities.
p|ento ehe|| be synnmetrica|, typical for variety and mpeoieo, eound, hea|thy, viQorous, 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 root bound.
C. License requirements: The Contractor shall carry necessary Contractor's California
State License orCertificate for type ofwork |isbsd such
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2�5 Protection: Protect and maintain all plants from aun, drought, wind, theft, rain and heat sdall
��n1naoto�aL|�ena� �
times before and during planting operation.
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O. Insurance coverage: The contractor shall carry all necessary compensation and
2 � Planting requirements and shrubs:
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workmen
possible damage suit orlien onthe Owner's property inthe course ofthe work by
A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted
. the Contractor and will show the Owner such evidence ofabove indicated
approximately as shown on the landscape drawings and are to be approved by the
insurance coverage prior to initiating work.
Landscape Architect before being removed from containers and excavating soil for planting.
E. Property, etc..Damage responsibility:
B. All baokfil|materials shall bemixed thoroughly onsite before using. See soi|ana|osyot
from soil engineers for exact compaction rates.
1. The Contractor is to protect at all times all existing utilities,
otruotunsa, tnses, plants and other features intended to remain on
PART 3- EXECUTION
and adjacent 10the job site and torepair orreplace any
damaged items ineneat and good workmanlike manner during and
3.1 Planting:
due tohis work onthe job and he shall assume all damage orinjury
' that may result toall such property and/or topersons where such
A. Container -grown plants to be planted in plant pits two (2) times wider than plant container
damage orinjury iscaused inconnection with his work or|mdue to
and m depth of twice the height of plant container. Plant crown to be slightly higher than its
his negligence ortohis leaving open orunprotected portions of
natural growing height after settlement.
streets orother property.
2 �hou|d�nypedofthm�orkunda�thieountnaotb�d�maA�dby
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B. Pruning ofplants will not betolerated.
other contractors, the Contractor and party causing such damage
shall make adjustments between themselves and not with the Owner
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C. All plants shall be watered |mmediete|y, before bachfi||in0 planting pits.
relative tothe repairs orreconstruction and payment for same.
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F. Knowledge ofsite: |tiaassumed that the Contractor has visited the site and
O. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of
familiarized himself as to the site conditions and shall have verified all dimensions
planting.
aowell -as ascertaining the means ofgetting into the site and any other factors
E. Plant all plants 5' m|nimumfrum irrigation heads (slopes only).
affecting the work.
F. Scarify the sides ofeach root ball prior bzplanting ifcircular root |oevident.
1.4 Costs:
G.FqardquanU�eaonthe plan are �vthe Cmn�ec�/�oconvenience and not guanan�*adto
A. 8e0maQetionofooa�a� A�th�tim�of�x�outimnoftheoontnact.th��ontrgotorah�||
be accurate.
furnish to the office of the Owner, for purposes of accounting and scheduling, a
segregated cost schedule orbreakdown ofthe contract prioe listing '
H. Plant symbols take precedence over quantities specified,
components inthe plans aswell aeunit prices ofeach component specified ine
form satisfactory ioform the Ovvner. These schedules ohe|| also be used as the
3.2 All work shall be as directed by Owner's field representative, who ahu|| be appointed prior to
. basis informulating the progress payments tobemade tothe Contractor and
the commencement ofthe work.
these cost breakdowns shall bepart,ofthe contract.
. -OMIT
3.3 Contractor shall submit all material receipts to Landscape Architect.
B. Extras orchanges: Any extras orchanges from the contract onthe job shall have
the prior approval ofthe Landscape Architect and must beapproved inwriting by
3.4 Maintenance:
the Landscape Architect and Owner.
A. Maintenance period shall not begin until entire installation is accepted by the Owner.
C. Increased costs: |fthe extra orchange |etobedone atincreased cost over and
above the contract fee, the Owner shall sign the Contractor's written request for
such additional funds for extra work prior toactually doing this work.
B. Maintenance period shall befor the following duration: 9ODays.
1.5 Product proteotion.mtonog�endhan�|ing�
1- All plants and planting shall beguaranteed for the fo||ovvngduotionobeginning sdthe
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first day ofthe maintenance period.
A. Site condition: The Contrector, in the course ofhis work, is to keep the site in o
neat and tidy condition as much as is practical so as not to disturb the normal
Trees and shrubs, 1� gallon and larger . � . 1 y��r
usage ofthe surrounding areas bythe Owner orbyothers.
Potted plants & pottery .................... 1Yeor
Shrubs. 5 gallon and smaller .............. 80 Days
Ground cover .......................... QODays
B. Site clearance: Upon completion of the work. the Contractor shall properly clean
Lawn .................................. BO Oeyo
and tidy such work and the surrounding areas used byand remove any urall excess
materials, dirt, debris from the site ortodispose ofsame aadirected bythe
2. All dead, damaged or broken plant material, including sodded and seeded lawns and
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PART 4-PLANTING NOTES
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4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is
damaged due tohis negligence.
4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any
landscape material agrequested bythe construction manager.
4.8 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 Sn|| Preparation Requirement. sheet LS-11O.
4.5 Contractor is responsible for maintaining all areas in aweed and debris free condition
` throughout the maintenance period. (See specifications).
4.8 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 o1ona plants in total darkness for more than one day.
4.8 Wilted plant material shall not beplanted orused onthe project.
4.0 Donot damage plant root during transportation orplanting process.
4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form
ordamage before orafter planting.
4.11Landscape Architect shall approve final placement ofall trees, shrubs and vines prior to
planting.
4.12AU surface rock and debris 3"and larger shall be removed from planting areas and then
from the site.
4.13Crown ofplant shall be slightly higher, after settling, than adjacent soil.
4.14Prune trees eedirected byLandscape Architect after inspection.
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4.15Rwmove water basins from all trees located inlawn areas prior tohydromsedinginstallation.
4.10Any and all damage |nnew and existing paving caused bythe Contractor shall bethe
' responsibility ofthe Contractor and berepaired bythe Contractor.
4.17Install all trees and shrubs prior toplanting ofAroundcowerand/or hydroaeeding.
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prepared for:
noFPROPERTIES Luc
91ooM/woAVENUE SUITE 1mo
eAmERmp/E/o.o*eoo11
(661)335-6104
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DRAWING TITLE:
PLANTING
Renewal Date
Date
nARmouBUENA VISTA APARTMENT umo RGFPROPERTIES LLo
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