HomeMy WebLinkAboutDWG 486-8L; CUP 10-12A; NEW JEWISH COMMUNITY COMPLEX; 01-06J,
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GENERAL NOTES
RECYCLED WATER NOTES LANDSCAPE SHEET INDEX -
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS. NEW JEWISH COMMUN TY COMPLEX SI-IEET NO.
I OF 6
SI-IEET NAME
TITLE Si--jEET
IRRIGATION PLAN
PLANTING PLAN
0)
~ 2. DRINKING WATER FOUNTAINS AND DESIGN A TED OUTDOOR EA TING AREAS SHALL BE
PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING.
3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE
BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING.
1980 LA COST A A \/ENUE, CARLSBAD, CA.
24 JUNE 2015
2 OF 6
3 OF 6
4 OF 6
5 OF 6
LANDSCAPE DETAILS E; LEGENDS
CMWD ST AND ARD DETAILS
LANDSCAPE SPECIFICATIONS
I
LO 4. HOSE BIBS ARE STRICTLY PROHIBITED.
5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES
ARE STRICTLY PROHIBITED.
6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
8. HOURS FOR /RR/GA T/ON WI TH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A. M. THE
HOURS FOR /RR/GA T/ON WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED
BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED
TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED
USER SUPERVISOR. /RR/GA T/ON WITH WATER OF A LESSER QUALITY THAN DISINFECTED
TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M.
9. BURIAL OF ALL WIRING ANO PIPING SHALL MEET CMWD
RULES ANO REGULATIONS.
10. NON-DES/GNA TED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED
WATER, WHETHER BY WINO BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH
/RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCT/ON
PRACTICE OR SYSTEM OPERATION IS STR/CTL Y PROHIBITED.
11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-
SPRA YING ON SIDEWALKS, STREETS ANO NON-DESIGNA TEO USE AREAS.
12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE
USE ON RECYCLED WATER 0/STRIBU TION SYSTEMS PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES ANO REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES,
ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF
THE CALIFORNIA HEAL TH AND SAFETY CODE.
14. ALL /RR/CAT/ON PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED
WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING
ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE
RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET
APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.
16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES
BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING
SEPARATION BETWEEN OTHER UTILITIES.
17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A
POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE,
THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE
SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
18.
19.
20.
21.
THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD
MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEAL TH.
THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE
CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE
NON-INSPECTING PARTY.
THE DESIGN AND LOCA T/ONS PROPOSED FOR RECYCLED WATER "oo NOT DRINK" SIGN
SHALL BE CALLED OUT ON THE PLANS.
WHEN RECYCLED WA rER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE
DES/GNA TED IN WRITING. THIS INOI\/IDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM
WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION
PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC
REQUIREMENTS OF A RECYCLEO WATER SYSTEM. COPIES OF THE DESIGNATION, WI TH
CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER
DISTRICT.
IN CASE OF EMERGENCY CONTACT RABBI EILFOR T
OR AFTER HOURS CONTACT RABBI EILFORT
AT
AT
760 612-4577
760 612-4577
22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY
WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE
SHOWN ON THE PLANS.
23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR
DES/GNA TED OUTDOOR EA TING AREAS ON THE SITE.
24. A PHYSICAL SEPARA T/ON SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED
WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY
DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.
25. ALL /RR/GA T/ON BACKFLOW PRE\/ENTERS SHALL BE JESTED BY A CERTIFIED TESTER ANO
RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT.
PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD
COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB
SITE AT http: //www.corlsbodca.gov/services/deportments/water /Documents/
recyc/edwaterbockflowtester/ist.pdf for recycled or http: //www.carlsbodco.gov/services/
departments/water /Oocumen ts/wa terbackf/owtester/ist.pdf for potable or coll 438-2722.
SIGNAGE NOTES
THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY
POSTED INS/OE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE
ON 8-1/2" X 11" SIZED SIGN.
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
1. GUIDELINES FOR RECYCLED WATER USE
A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. ANO 6.· 00 A.M. ONLY. WATER/NG
OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED
SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT
UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE.
B. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING.
THE APPL/CATION RA TE S/-/ALL NOT EXCEED Tl-IE INFIL TRA T/ON RA TE OF THE SOIL.
TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL
INF/LTRA TION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE
EFFICIENT SCHEDULING OF Tl-IE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING
THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME IN TO CYCLES
THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).
C. ADJUST SPRAY HEADS TO EL/MINA TE 0\/ERSPRA Y ONTO AREAS NOT UNDER THE
CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PAT/OS AND
LOTS, AND STREETS AND SIDEWALKS.
0. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL
FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE \/ALVES, ETC., SHOULD
BE REPAIRED AS SOON AS T/-IEY BECOME APPARENT.
E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EOUCA TING EACH EMPLOYEE
AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE
PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED
THAT WATER IS FOR /RR/GA TJON PURPOSES ONLY AND IS NOT APPROVED FOR
DRINKING OR FOR HAND ANO TOOL WASHING, ETC.
F OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO
ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND
APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN
ACCORDANCE WITH DISTRICT STANDARDS.
G.
1. ALL RECYCLED WATER SPRINKLER CONTROL \/AL \/ES SHALL BE TAGGED
WITH /DENT/FICA T/ON TAGS.
2.
A. TACS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR,
WITH THE WORDS "WARNING RECYCLED WATER -00 NOT DRINK"
IMPRINTED ON ONE SIDE, AND "A \/ISO -AGUA /MPURA-NO TOM AR"
IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT
ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY
ENTERPRISES OR APPROVED EQUAL.
B. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS:
1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR
2. ATTACH ro SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP
OR
J. ATTACH TO \/AL VE COVER WITH EXISTING VAL VE COVER BOLT.
ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER
SPRINKLER HEADS.
EACH AU TOMA TIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE
IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED /--OR
/RR/GA T/ON" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A
PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY
SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.
DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. Tl-IA T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF T/-1/S PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANO THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE
CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED
TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF
MY RESPONSIB/L/ TIES FOR PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
LANSCAPE CONCEPT PLAN, WATER CONSER\/A TION PLAN, FIRE PROTECT/ON PLAN, AND ALL
CONDITIONS OF APPROVAL RELA TEO TO LANDSCAPING.
FIRM NAME & ADDRESS: LOST WEST
PO BOX 4548 Carlsbad, CA 92018
PHONE NO: ( 760) 434-5790 'WC}? ~
REG/STRA T/ON NO: ~3~18~3~---~ EXP/RATION \~,,,£3~1.;.../~l 6,__ _____ ~
BLACK LETTERS ------------
I I (N. T.S.) / ___ ,,...._ I I
L ' WARNING RECYCLED WATER
f ~ -/ ' DO NOT DRINK
~-R::CYCLED WATER
In Order to Conserve Water ...
RECYCLED
WATER
IN USE
DO NOT A '\. NO TOME
LOST WEST
A CALIFORNIA CORPORATION
LANDSCAPE ARCHITECTURE
GARDENS • PARKS• CITIES
PO BOX 4548 Corlsbc1d, CA 92018
5208 Townsend Ave. Los Angeles, CA 90041
6 OF 6
Q PROJECT MAP
~" NOT TO SCALE
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~~~"r--v------v---,,,.--~~
THERE ARE NO OUTDOOR \ NORTH 0
N EA TING AREAS OR DRINKl~G:j
FOUNTAINS ON Ti-11S PROJECT
___/',,~__,/'-._____,.A..___p.
NOT A PART PARKING
AREA
PAR~l~G ,;/,,'
AREC//
~ ~V---~,,,.----v--v---V---
( EXISTING POTABLE WATER LINE ~
\ FROM METER TO BUILDING
~------"'-.____/',~./',~~__/'----//
LEGEND
®
®
~
,.,
FZW
RG
FS
POTABLE WATER METER
RECYCLED WA TtR METER
BACKFLOW PREVENTION
DEVICE INSTALL PER CMWO
POTABLE WATER LINE
RECYCLED WATER LINE
RECYCLED WATER
PRESSURE SUPPLY LINE
FIRE SER VICE LINE I,
_.--" -
i--fl':----------------------J/~ ,. '-----,------,__.____
,,_, /4
,-·. -~--V-L/
CI-IABAD
BLDG.
RECYCLED WATER USE
~
/4 NEW "DO NOT
[ZZ] AREA DRINK" SIGN
6 DO NOT DRINK SIGN
WATER EFFICIENT LANDSCAPE DECLARATION:
I AM FAMILIAR WI TH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CON TA/NED IN THE Cl TY
OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED
THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERT/PY THAT THE
r-'LAN IMPLEMENTS THOSE REGULA T/ONS TO PRO \//OE EFFICIENT USE OF WATER.
BY: (J~t(& ·--
PHONE NO: ( 7600,_--32_4-_.,)'\-:i'9,__-0,_____ _____ ~
REGISTRATION~, 318:j EXPIRATION DATE: ~5u;l_.,,_3.wl 1c,l_.,,_6 ______ ~
INSPECTION PROCEDURES
1.
2.
DISTRICT CONSTRUCT/ON INSPECTION SHALL INCLUDE:
A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER
LINES (HORIZONTALLY AND VERT/CALLY).
B. PIPE /D[N TIF/CA TION.
C SLEEVING AT CROSSINGS.
D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK
COUPLERS.
AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE
OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY
HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.
DISTRICT FINAL INSPECTION SHALL INCLUDE:
A. S/GNAG[ INSTALLED PER PLAN.
B. CONTROLLER STICKERS.
C.
D.
TAGGING OF VAL \/ES.
COVERAGE TEST AFTER COMPLETION OF THE SPRINKLE.R SYSTEM TO
ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER
USE.
[. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN
SPRAY, RUNO!T, ANO PONDING.
F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS.
G. REQUIRED PRO[ECT/ON or WELLS, STREAMS, RESERVOIRS, ETC.
1-1.
/.
CROSS-CONNECTION TEST IF REQUIRED.
COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER.
ANNUAL INSPECTION SHALL INCLUDE:
A COMPLETE INSPECTION THAT WILL COVER A-1 OF' THE DISTRICT FINAL
INSPECTION.
,
I
(Jl
\\ '.2: -<
ACCESS
ROAD
---------'NEW "DO NOT DRINK" SIGN
NEW LANDSCAPE BACKFLOW UNIT
NEW "DO NOT DRINK" SIGN
en -
-rY
_J
EXISTING POT ABLE WATER METER FOR LANDSCAPING WHICH WOULD
BECOME THE RECYCLED WATER METER fil
EXISTING BLDG. BACKFLOW UNIT
EXISTING BLDG. POTABLE WATER METER
INSPECTION PROCEDURES: ~~---------~
INSPECTION OF THE PROJECT SHALL. BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS
OESIGNA TED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND
REQUIRED SUBMITTALS.
FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE
INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA T/ON OF COMPLETION" FORM. A REQUEST
FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST
LINE. FAX TH[ "CERT/FICA T/ON OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST
PHONE LINE: (760) 602-4602.
ill
NORTH
VICINITY MAP
NOT TO SCALE
PROJECT
LOCATION
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA
COUNTY OF SAN DIEGO
DEPARTMENT OF ENVIRONMENTAL HEALTH
LAND AND WATER QUALITY DIVISION
~ ,,.,--?'-__ _
GLENN LEEKS
ENVIRONMENTAL HEALTH SPECIALIST
"AS BUil T"
TITLE
REVIEWED BY:
INSPECTOR
DATE
DATE
CARLSBAD MUNICIPAL WATER DISTRICT
SHEET
6/041"15 RM 1\ Revisions per city, DEH & CMWD PCC dated May 7, June 2: 1 CITY OF CARLSBAD
PLANNING DIVISION
6
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER,
CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.
6/22115 RM ~ Addition of landscape water meter info. per PCC ctatecl June 9:
1----+~~+---~~~~~~~~~~~~~-+~--l------ll-----l---------l PRIVATE ( ON SI TE) RECYCLED
1-----+--+---------------~------l-~~--l--~---le-----l-~---l WATER SYSTEM FOR:
SHEETS
DRINK ~ EL AGUA
'-;-~Y TEL: (760) 434.5790 OR (323) 258-8214 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NEW JEWISH COMMUNITY COMPLEX ~S_l:I HANDS AFTER CONTACTING
LAVESc\US MAN~S DESPUES DE USAR
12" X 36" SIZE
\ 1" BLACK LETTERS
\__ 2" BLACK LETTERS
.032 ALUMINUM, .060 ABS PLASTIC
OR STICK-ON VINYL SIGNS
TYPICAL SIGNS
--
WASH HANDS AFTER CONTACTING
LAVESE SUS MANOS DESPUES DE USAR
18" X 18" SIZE
.032 ALUMINUM, .060 ABS PLASTIC
OR STICK-ON VINYL SIGNS
1511 Chabad La Costa ~S~ PLAN lJATE: UJ/31115
f' ;:/?,, ~' PLOTTING HISTORY-tf/ \~ 03131/\5-Version l @ Robert Mekjian 6\ C4122115. Version 2
C'i NO. 3183 ~ 06/04/15 -Version 3
CARLSBAD MUNICIPAL WATER DISTRICT
* EXP. 05_31_16 * 06/'24/15 -Version 4
0, ;! ~i Cf: CP,., ;@
\ (@_ 11Y1~) '---"
S!GNATUR$7 PLAN{)ATE: 06/24/15 DATE
I I
DEVELOPERS NAME: Chabad at La Costa
ADDRESS: 1980 La Costa Avenue
Carlsbad, CA 92009
l----l-------+-----------------1----1-------+----l----l 1980 LA COS'/A AVE., CARLSBAD, CA 92009
APPROVED j iJ/1 L:r t:l 1 ~tt 1-1~-(.__,
TELEPHONE: _______ l-----+--+------------------1-----1------l-----l-------ll---------~-----~--------l PLANNING DATE
DATE PLAN PREPARED: .o:2::c4_,,Jc,,u.!,!n,,_e_..2,.,,0c.c1"'5 ____ _
BY: LOST WEST, Robert V Mekjian, ASLA
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DRWN BY, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL CHCKD BY, CUP 10-12(A) 486--BL
LANDSCAPE TITLE SHEET
'(__A VE ST A TION NOTES -.-----'v-\,-r~ ~ ~~ ~
I NET AFIM TUBING FOR LOW WATER USE PLANTINGS AROUND DRAINAGE BASIN. -\
2 NOT USED. l
3 DRIP FOR LOW WATER USE PLANTINGS FROM WEST BOUNDARY TO DRIVEWAY.
4 DRIP FOR LOW WATER USE PLANTINGS EAST OF DRIVEWAY.
5 DRIP FOR ALL MEDIUM WATER USE PLANTINGS ALL AREAS OF SITE, SEE PLANTING LEGEND
IRRIGATION SCI-IEDULE -
CONTRACTOR SHALL PROGRAM IRRIGATION CONTROLLER TO WATER APPROX.
AS FOLLOWS•
DRIP CIRCUITS (1,3,4,5) -
MONDAY AND THURSDAY /5AM, 6AM IS 7 AM ST ART TIMES, I5MIN PER ST ART
CONTRACTOR SHALL OBSERVE PLANT GROWTH AND SOIL ABSORPTION RATES
AND ADJUST RUN TIMES AS NECESSARY TO MAINTAIN PLANT HEAL Tl-I WHILE
A VOIDING RUN-OFF OR EXCESSIVE USE. THIS CAN BE MOST EASILY DONE
THROUGH Tl-IE WATER BUDGETING FEATURE OF Tl-IE IRRIGATION CONTROLLER.
SCHEDULE SHALL RELY ON ETO DAT A TO DEVELOP Tl-IE IRRIGATION SCHEDULE,
Tl-IE SOURCE OF WHICH IS Tl-IE CITY AND/OR CMWD.
Tl-IE PLANT EST ABLISI-IMENT PERIOD SHALL BE I YEAR FROM Tl-IE TIME OF /
PLANTING, AFTER WHICH ST A TION TIMES SHALL BE ADJUSTED TO Tl-IE SEASON. / /
> Tl-IE MAINTENANCE OF Tl-IE PROPERTY AND Tl-IE SETTING AND EFFICIENCY OF //
( Tl-IE IRRIGATION CONTROLLER SHALL BE CONSISTENT WITH Tl-IE MAWA SHOWN
ON THESE PLANS. //
/ ALL OTHER INFORMATION REQUESTED BY Tl-IE CITY W/ REGARD TO Tl-ll;i
IRRIGATION SCHEDULE OR Tl-IE LANDSCAPE AND IRRIGATION MAINTENANCE
SCHEDULE SHALL BE PROVIDED PRIOR TO REQUESTING OCCUPANCY OF Tl-IE
SITE AS APPROPRIATE. /
I
I
I
I
I
/
/
/
A
/
EXISTING
TRASH AREA
EXISTING
A/C EQUIP.
"EXISTING_
PARKING
' \
TYP. EXIST/NG PIPE SLEEVE,
VERIFY LOCATION IN FIELD
EXISTING
ACCESS
ROAD
\
CONTRACTOR SHALL REPLACE ANY DAMAGED
PLANTINGS AND IRRIGATION IN THIS AREA AS
APPROVED .BY Tl-IE PLANNING DIRECTOR
~
\
\ \
I
I
EXISTING \
\ PARKING
\
\
\ ~ \. ---~--.
\ .. (\9<)
/~-
/
-----CHRI 'S 1:1 ID.SIGN.6 'RECYCLED WATER IN USE'
SI ,, POST MOUNTED THIS APPROX. LOCATION I
/-----./'--_/-.._/--..__..,/A. _ ___/-._
____,,.._~ __ _./"-..____/"-~.-,A._/'------I
I
I
I
1 TYP. EXISTING HOSE BIB,
VERIFY LOCATION IN FIELD ()
I
I
I
r--\1/'-!i_ l:.-\_/-1
1
• I -------~------~I: --·-~1: ---~' __ 1_~•' _____ _________d I
I \ II TOURNESOL METRO COLLECTION FRP PLANTERS, TYP., W/
···SELF-WATERING INSERTS, SEE PLANTING PLAN FOR MORE INFO.
/,//,/
/ I
I
j
&EX. POTABL
EXISTING
BUILDING
5 --4.0 GPM, DRIP FOR MED. WATER
USE PLANTS ALL AREAS, SEE PLANT LEGEND
4 --2.0 GPM, DRIP FOR LOW WATER
USE PLANTS DRIVE ENTRY TO EAST P.L.
3 --4.1 GPM, DRIP FOR LOW
WATER USE PLANTS WEST P.L. TO DRIVE ENTRY
2 -NOT
"··
USED
I --2.5 GPM
NET AFIM DRAIN. BASIN
R LINE TO BLDG.)h'-
EX. POT ABLE WATER METER~(3L.ft@J~
CHRISTY'S 1:1 ID.SIGN.6 'RECYCLED WAT E' SIGN, BOLT TO
FENCE W/ VANDAL-PR WARE 4' ABOV ltyGRAD~---."------
8' 12'
GENERAL NOTES -
SCOPE OF WORK
16' 32'
EX. POTABLE WATER
METER (LANDSCAPE)
STREET STATION 12+78.76
MAX. GPM = -4.1
METER SIZE = I"
SERVICE LINE SIZE = I"
ALL WORK SHALL COMPLY WITH ALL CITY IS ST A TE STANDARDS. THE WORK SHALL INCLUDE OBTAINING ALL NECESSARY PERMITS IS INSPECTIONS,
COORDINATING WORK WITH ALL OTHER TRADES, AND PROVIDING ALL LABOR. MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY FOR THE INSTALLATION OF
ALL WORK INDICATED IN THESE PLANS AND THE SPECIFICATIONS. CONTRACTOR SHALL VERIFY SPECIFIC CONDITIONS OF THE WORK TO BE PERFORMED W/
Tl-IE INVITATION TO BID.
QUALITY OF MATERIALS
MATERIALS SPECIFIED IN THE PLANS AND SPECS SHALL PREVAIL WHEN Of A HIGHER STANDARD THAN THOSE REQUIRED TO MEET STATE AND LOCAL CODES.
C: DRAWING FILES TITLE SHEF.TS Cl.SB-IP.OWG REVISED: 5 15 2012
,:<; . // / /" /. / ., / /
~
IRRIGATION NOTES -
PRESSURE CALCULATIONS
FOR VALVE STATION 3 -
X
,.,/
/
,//.
STATIC WATER PRESSURE• IIOPSI AT METER / )<
I. MAINLINE SIZE• I" /" ·
2. PEAK IRRIGATION DEMAND IN GALLONS PER MINUTE (STATl~O), 4.1 ,.,///" 6) PRESSURE LOSS CALCULATION•
LOSS THROUGH 8' OF I" MAINLINE
LOSS THROUGH GATE VALVES
LOSS THROUGH BACKFLOW
SUB-TOTAL
TOTAL SYSTEM LOSSES
TOTAL STATIC PRESSURE AT BACKFLOW
PRESSURE REQ'D FQR CIRCUIT
PRESSURE LOSS FROM BACKFLOW TO LAST HEAD
RESIDUAL PRESSURE
///
0.08'f;§I)
0.50 PSI ;-
15.00 PSI/
15.58 PSI
15.28 PSI
110 PSI
20 PSI
15.28 PSI
94.72 PSI
PRESSURE REGULATOR IS REQUIRED AT FACTORY SETTING OF
55~SI REGULA TED PRESSURE. INST ALL AS SHOWN IN DETAIL 'B",
• /~~~E~l~~gi ~ii~~ :ig~~~~~~~~~~~~Rio Rig~~t TING
I. PLAN IS DIAGRAMATIC. CONFLICTS W/ PA)Jl['IG AND F;l:ANTING SHALL BE RESOLVED IN THE FIELD. ROUTING OF PIPE,
LOCATIONS OF VALVES AND LOCATION OF,BACKFLOW PREVENTER UNIT SHALL BE IN APPROXIMATE LOCATIONS SHOWN. EXACT
LOCATIONS SHALL BE DETERMINED IN flsJ-b.J ,, /_/
2. ALL CIRCUIT PIPING UNDER PAVING iSHALL BE INSTALLED IN PIPE SLEEVING PER Tl-IE DETAIL.
3. CONTRACTOR SHALL NOT USE ANY'"RE;t\HOT" TYPE GLUE FOR THE PVC PIPE FITTINGS. ALL PVC IRR. FITTINGS SHALL BE
PREPPED W/ PURPLE PRIMER FOLLOWED BY WELD-ON 711 PVC GLUE PER MANUFAC. SPECS.
4. CONTRACTOR SHALL ADJUST SPRAY HEADS TO PREVENT OVERSPRAY ONTO THE BUILDING, LIGHT WELLS. PAVING, FENCES,
ETC. ANY DAMAGE CAUSED E:!Y'OVERSPRA Y SHALL BE Tl-IE SOLE RESPONSIBILITY OF Tl-IE CONTRACTOR TO FIX AT HIS EXPENSE.
5. IN ORDER FOR VALVE SJATION 4 IS 5 TO WATER ON Tl-IE NORTH SIDE OF Tl-IE PARKING LOT IT MAY BE NECESSARY TO RUN
3/4" DIA. BROWNLINE PlpE'ON GRADE AROUND Tl-IE WEST PERIMETER OF THE BUILDING TO THAT AREA, DETERMINE IN Tl-IE FIELD.
IF THAT HAPPENS SECURE Tl-IE PIPE AT THE BASE OF THE WALL W/ R3 REBAR HOOKS AS NEEDED.
6. CONTRACTO!<·SI-IALL INST ALL RECLAIMED WARNING TAPE IMMEDIATELY ON TOP OF Tl-IE RECLAIMED MAINLINE IRRIGATION
SUPPLY PIPE·AND AGAIN IN THE TRENCH AT 12" ABOVE Tl-IE MAINLINE IRRIGATION SUPPLY PIPE. ---. C 7. AFTE;R INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT W/ AS-BUil T INFO S-~
Ti-1,/:\T'lANDSCAPE ARCHITECT CAN CREATE FINAL AS-BUil T IRRIGATION PLAN FOR CITY WHICH IS REQUIRED FOR REVIEW AND ,
/APPROV ALBY THE CITY PRIOR TO Tl-IE RELEASE OF SECURITIES. . /
-· ·<~:~ A. A ~ ~,_,./"~_____...A-.._,___.,.7--..,__...A. _ _____,.A,_/" _____../--. --,:;· ______ ,../"-,~______./-.. __,/"-·-___./ --.____...--~ -..
1 APPROVED F/JR
PLAN BACKGROUND 1 --· JOB-SITE CONDITIONS \ !RR/GA T/ON ANO/PLANTING
ONLY, INClUDING PRECISE
LOCATION or PLANTING
• THESE PLANS ARE BASED UPON ELECTRONIC FILES OF THE SITE PROVIDED BY OTHERS. LOST WEST ASSUMES NO _ ✓
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF Tl-IE BACKGROUND INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL BOUNDARIES, EASEMENTS, AND STRUCTURES PRIOR TO BID.
LOST WEST HAS PREPARED THESE PLANS AND SPECIFICATIONS AS PROJECT LANDSCAPE ARC_f;llTECT. LOST WEST
SHALL NOT BE RESPONSIBLE FOR ANY WORK WHICH IS NOT EXPLICITLY DETAILED IN THESE 8LcANS, AND IS NOT
RESPONSIBLE FOR THE WORK OF ANY OTHER COMPANY OR PERSONS PROVIDING SERVICE'S ON THIS PROJECT EITHER IN
THE PAST OR IN THE FUTURE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE-FOR DETERMINING THE METHOD AND
MEANS Of CONSTRUCTION. ,.
Cl,-jANGES TO PLANS ~~~r°~~i~s i~~N~E~H~~e~~i~~~~~~~[;6~1t~~§~6~gj~~~A~~ ti~T S0~~~l~:~l~~~:i:~E6H;:i~iiL6y Of
RELIEVE LOST WEST OF ALL RESPONSIBILITY A8;TO EVENTUAL PROJECT OUTCOME. . . '
EXISTING SITE CONDITIONS
CONTRACTOR SHALL BE-RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT FOR THE MARK-OUT OF UTILITIES
PRIOR TO THE COMMENCEMENT OF ANY WORK RELATED TO THESE PLANS.
CONTRACTOR SHALL MAINTAIN JOB-SITE IN A WEED FREE ST A TE DURING CONSTRUCTION AND THE
MAINTENANCE PERIOD BY USE OF ROUND-UP OR EQUAL NON-SELECTIVE HERBICIDE. CONTRACTOR
SHALL KEEP SITE NEAT AND FREE OF CONSTRUCTION DEBRIS AND UNNEEDED EQUIPMENT AT ALL TIMES.
DEMOLITION AREA.
CONTRACTOR SHALL SPRAY ALL WEEDS WITH A CONT ACT HERBICIDE, SUCH AS 'ROUND-UP', ACCORDING
TO THE MANUFACTURERS SPECIFICATIONS. BEING CAREFUL TO PREVENT SPRAY DRIFT ONTO ADJACENT . /' "As Bu IL T"
PLANTS TO REMAIN AT THE START OF THE PROJECT. / (l()ru
CONTRACTOR SHALL THEN WAIT THE RECOMMENDED TIME SPECIFIED BY MANUFACTURER PRIOR.TO 'LV-~~ 12/20/2017
GRUBBING DEAD AND DYING WEEDS AND STARTING IRRIGATION INSTALLATION. DURING IS UPON · . -[' )
DATE COMPLETION OF PROJECT, AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD, CONTRACTOR SHALL RLA 3183 EXP.5/30/2018
SPRAY CONTACT HERBICIDE ON ANY AND ALL WEEDS OR GRASSES THAT EMERGE IN.THE PROJECT
AREA TO A VOID RESEEDING.
=~BY: /ru.; ¢f E:::,\lAt
INSPEC R DATE
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING PIPE G STRUCTURES ABOVE AND BELOW GROUND WITHIN ::::;:: :~: ::::::,,":;,:~:'::,::::,~,~l::~,:,,~::,:::';,:,,:;~:~•P~Cdac,dJoc'8 I SH2EET I CITY OF CARLSBAD I SH6EETS I
AND ADJACENT TO Tl-IE PROJECT SITE PRIOR TO AND DURING THE COURSE Of WORK, BY POT-HOLING OR OTHER MEANS, 1-'-'=--+-"'------lf-'-li'-'-"=-'--'-=""-'--""'===-"""=-'-"'-'-'-="'-"'=-''----+---+---I-------II-----I PLANNING DIVISION
THAT MAY BE EFFECTED BY THE WORK OF THESE PLANS. CONTRACTOR SHALL INFORM OWNER AND LOST WEST 9127116 RM Modlflcailws '° Shes ,_,to""'"'" law,o '"" from pmJecl. Cloodad pee PCC: ~------------~
IMMEDIATELY SHOULD DISCREPANCIES BETWEEN THE PLANS AND ACTUAL SITE CONDITIONS BE DISCOVERED WHICH HA VE 12120117 RM As-built irrigation plan LANDSCAPE IMPROVEMENT PLANS FOR:
A NEGATIVE EFFECT ON THE DESIGN OR IT'S IMPLEMENTATION.
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
811
TWO WORKING DAYS ElffOHE YOU GIG
LOST WEST
A CALIFORNIA CORPORATION
LANDSCAPE ARCHITECTURE
GARDENS • PARKS• CITIES
PO BOX 4548 Cmlsbacl, CA 92018
5208 Townsend Ave, Los Angeles, CA 90041
TEL, (760) 434-5790 OR (323) 258-8214
1511 Chabad la Costa
PLAN DATE 0812//16
PLOTTING HISTORY-
03131115 -Vmsion I Robert Mekjian m 04122/15 -Version 2
NO. 3183 s..t 06,'04/15-Version 3 * 06124,'1:i -Version 4
NEW JEWISH C'OMMUNJTY C'OMPLEX
1980 LA COSTA.AVE., CARLSJJAD, CA 92009
APPROVED:
EXP. OS-Jt-fB ~ 08/:.!0116 -Versicn 5 MOD ~ ;;;~6;11~ ~::.~1~1~i~r~~~,.;12 t---+-------,1-------------------+-----+----1---~1-----< ::::P=LA=N=N=IN=G=====:-;::::========:;-;:::====~
DWN BY: __ _
tzr-,-11-,/\.....,_. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
CUP 10-12 A
DRAWING NO.
486-BL
AS-BUILT IRRIGATION PLAN
LANDSCAPE CALCULATI I /
TOTAL LANDSCAPE AREA -3,5ff SQUARE FEET /
AREA OF ROCK IN DRAI\IAGE BASN -81 SQUARE F'EET
AREA OF ROCK IN DRY STREAM BED -222 SQUA\<E FEET /
/ / I /
WATER CONSERVATIOl>VCALCULATl0NS -.. /
REFERENCE EVAPORATION CETO) DA;vA -COASTAL CORRID10R AVG. ANNUAL ETO /~YR.
/ ( / _/ / / . / / , I /
HYDROZONE INFORMATION
/
/
/
I
/
/
/
VALVES I, 3, 4 COMPRISE HYDROZONE NO. I -LOW WA1€R USE PLANTS, 2849 SF /
WI A DRIP IRRIGATION METHOD/ ; // / / /
VALVE 5 COMPRISES HYDR070NE NO. 2 -MODERAJE WATER USE PLANTS, 359 SF /
W/ A DRIP IRRIGATION MET~OD. / / ///
MAXIMUM APPLED WAT~ ALLOWANCE r.MAWA/ / 1 /
MAWA -CETO) C0.62) \C6.7 X L.A.>l + C0.3 X SLA> / MAXIMUM ALLOWEf' GALLONS PER YJAR
/ / I /
MAWA • (47.0) (0,92) [(0.7 X 3511)] + (0) • 71,621 GALLONS PER YE~R /
/ I 1 /
ESTIMATED TQ:TAL WATER USE CETWU> / / /
ETWU • CETOYC0.62) [(PFXHA) + $LA] • TOTAL GALLONS PER YEAR /
1 o.ao / / // HYDROZO~ I • .3 X 2849 • 1068 / 1
/ 0.80 ;
HYDRo;/oNE 2 • .5 X 359 • 224 / . 0.80 /
I . , ETWU • (4 7l C0.62> □068 + 224I~ f "/'-..._ /
~) / /
/\)'}:' 29.14 X 1292 • 37,649' GALLONS PER YE#R
I /
ETWU IS LESS/THAN MAWf
I /i·\
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/
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/
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/1 TYP. MANI-IO)LE COVER, ;
/VERIFY LOCATION IN FIELD
f !
MULCy/ONL Y IN THIS AREA F;_OR
USE/AS A CI-IILDRENS/GARCJE:;N
I
I
I
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I
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/
I
/
__ ,,,,.
SLOPe,AREA
NOT A PART
/ \c j EX. LT. WELLS (2), VERIFY LOG. IN FIELD
I
/ LANDSCAPE TIES,
/ SEE DETAIL "J" S,l"IT. 4
I
\pRAI
SEE RGI-I \
I
EXISTING
BUILDING
EXISTING
TRASH AREA
EXISTING
A/C EQUIP.
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\ .....
Lm----t:7@)
\
\
MAINENTJ?Y
', ,,
--
--• . ... ,cc-<1 <•-~~--~
,,____--
____--··
-----
• I ~"-,; ---/ \ --~<.,.✓
\ /,, . , '
,/
.,.,.,.,,,,,.,,,,.,...
\CONTRACTOR SHALL REPAIR GRADE IN TI-IIS AREA,/ •
Pl;?IOR TO PLANTING, IRRIGATION, AND MULCH 1 / \
/ /' \
~-/ I '•~->
PARKING'Ai;>EA • 2O66SF 11 EXISTIN~
X 3% REOUIRE:D_LANDSCAPING • 62::r ACCESs'' ,
LANDSCAPING PRQYIDED, / ROAD
IN-GROUND -398S.F / • I POTS -33SF . • /
TOT AL • 431SF ,/
/ '"' ! ·---...
·,
'•
EXISTING
PARKING
/\//>\
I \
,/ \ EXIS G ;
1 PARK! G
-.'"'"
·-------,_"-__
·--.
-----1 -----\
•• ROUND PLANTER, APP~OX. 26"D.X25"1-1T.
W/ SAUCER (4 TOTAL)\
RECTANGULAR PL5t>L15?;1PPROX.
36"LX~)(24'H'I.W/ SAUCER (4 TOTAU --
ROUND PLANTER, APPROX. 20"D.X21"I-IT .
W/ SAUCER Cl TOT AL)
PLANTIN$-1'C:EGEND
PLANTS WITHIN DRIVE EXIT SIGHT
LINE AREA SHALL BE MAINTAINED
TO 30" MAX. I-IT., TYP.
SYM BOT A~ICAL NAME
TREES -/
COMMON NAME
QUEEN PALM
GRECIAN LAUREL.
QTY. WATER USE REMARKS
32'
/
,,
NOTEi
-CONTRACTOR SHALL CONT ACT LANDSCAPE
ARCHITECT PRIOR TO BEGINNING LANDSCAPE
WORK SO Tl-IA T Tl-IE LANDSCAPE ARCI-IITECT CAN
REVIEW Tl-IE PROJECT UTILITY LOCATIONS AND
REVISE PLANS ACCORDINGLY TO FULL YSCii?EifN
ALL UTILITIES FROM VIEW WHERE POSplB,tE, \./
OUTSIDE OF Tl-IE DRIVER SIGHT LINE ~R~A~-\ -··
,,,,¢~~';~lJ~~f~~1:c~~Jt"~TM::6:~~fo~~
I-IE~I-IT.
EXISTING DRAINAGE INLET,
VERIFY LOCATION IN FIELD
CLEAN OUT f; EXCAVATE 12" FOR AREA OF RIVER ROCK AROUND PIPE OUTFALL, AND
INSTALL LANDSCAPE FABRIC PRIOR TO INSTALLATION OF ROCK, TYPICAL BOTI-I PIPES
RAKE OUT FINISH GRADE IN BOTTOM OF BASIN, INST ALL LANDSCAPE
FABRIC e COVER W/ 4" LAYER OF SHREDDED BARK MULCH
TYPICAL BOULDERS, TYPE
TO BE DET. BY OWNER
G
/ \ //
,,_,_.\! ,,/ /
AR ARECASTRUM ROMANZOFFIANUM
LN L,AURUS NOBILIS 'SARATOGA'
/
SHRUBS e PERENNIALS -
/;<A AGAVE A TTENLIA TA 'BOUTIN BLUE'
/AV ALOE VERA
/
1 BR BOUGAINVILLEA 'RASPBERRY ICE'
/ CP CISTUS PURPUREUS
/ CS CISTUS SALVIIFOLIUS
/ DB DIETES BICOLOR
// GL GAURA LINDI-IEIMERII /
/ GV GRAPE VINE / "/
,/ KU KNIPHOFIA 'PINEAPPLE PQPSICKLE'
MC MYRTUS COMMUNIS .. /
PF PI-ILOMIS FRUTICOSA
PR PHOENIX ROEBELLENII
PT PITTOSPORUM T. 'WHEELER'S DWARF'
PG PUNJGt(GRANATUM 'NANA'
SG St,:l VIA GREGGII
S'.F -SEMPERVIVUM T. 'RUBY HEARTS'
/
)\ /'SN STRELITZIA NICOLAI
NCN
MEDICINAL t,LOE
BOUGAINVILLEA
ORCHID" ROCKROSE
SA-GE-LEAF ROCKROSE
/-"FORTNIGHT LILY
NCN
EDIBLE GRAPE
POKER PLANT
MYRTLE
JERUSALEM SAGE
PYGMY DATE PALM
DWARF TOBIRA
DWARF POMEGRANATE
AUTUMN SAGE
/
I-IEN AND CI-IICKENS
GIANT BIRD OF PARADISE
9,4,/. 24"8.,15 GAL. MED.
/;r" 24"8, LOW
7
4
25
14
9
18,58
13
3
2
7
8
I
8,3
I
10
4
2,1
5 GAL. LOW
I GAL. LOW
5 GAL. LOW
5 GAL. LOW
I GAL. LOW
5 GAL.,I GAL. LOW
I GAL. LOW
I GAL. LOW
I GAL. MED.
5 GAL. LOW
5 GAL. LOW
5 GAL. MED.
5 GAL.,I GAL. MED.
5 GAL. LOW
5 GAL. LOW
I GAL. LOW
15 GAL.,5GAL. MED.
GROUND COVER -SYM., BOT. NAME/COM. NAME, SIZE, SPACING, WATER USE (TOTAL SO. FT. AREA)
!:-·,,:: >,:jBACCI-IARIS 'TWIN PEAKS', FLATS, 2'-0" O.C., LOW (275 SF)
GAZANIA TRAILING GREEN LEAF 'ORANGE' e 'PURPLE' MIXED, FLATS, 12" O.C., LOW (136 SF)
r /;-;(;':-;:\1
, LANT ANA 'YELLOW SPREADER', FLA TS, 2'-0" O.C., LOW <417 SF)
r:~,' t~~~ ~~~~\~":::cfANTANA 'WHITE', FLATS, 2'-0" 0.C., LOW (290 SF)
I): > ~: jMYOPORUM 'PUTAI-I CREEK', FLATS, 2'-0" o.c., LOW (230 SF)
::·::-;::--rr.
'~ ~ ';~ t11 ~;, SEDUM SPURIUM, 8" O.C., FLA TS, LOW, <60 SF) LANDSCAPE MAINTENANt§\ SGFlEDULl;=:1 ~
OWNER SHALL MAINTAIN THE LANDSCAPING~ A WEEKI. Y BAs(s IN ORDER TO PROMOTE PLANT HEAL TH AND VIGOR, TO ELMNATE ,1 '; __ ,; ;;_,_', '.<_i SENECIO MANDRALISCAE, FLA TS, 12' 0.C., LOW (120 SF) DEAD WOOD AND FUEL BUILD~LJ?,-AI\D TO MAINTAN AEST~IC APPEAL OF THE PROPERTY. THE APPLICATION OF A GENERAL ~-· _w
SINGLE TRUNK
STANDARD STREET TREE CUT, BRANCI-IING
ST ARTS AT 6' I-IT. ABOVE FIN. GRADE MIN.
TYPE TO BE DETERMINED, TRAIN ON FENCE
IN POT
3 -TRUNK, IN POT
APPROVEQ_.,FOR
!RR/GA T!ON AWD PLANTING
ONLY, INCLUDING PRECISE
LOCA1fON OF PLANTING
AREA.
"AS BUil T"
RCE __ _ EXP, ___ _ DATE
REVIEWED BY:
PURPOSE TIME RELEAS,E;.ORr'OLIAR FERTILIZER SHALL ~USED ON A MONTHLY BASIS TO ENSURE PROPER PLANT NUTRITION AND THE RIVER ROCK IN DRY STREAM BED, 'MISSION COBBLE' FROM s6UTI-IWEST BOULDER
EFFECTIVE USE Qr·THE RRIGA TION WATER BY THE PLANTS. r~~4~· !:_I" ,ITS;Or5~"~S~IZ~E~,::R~IV;E~R;R~O~C§K~IN~D;E~-S~IL~T~IN:G~B~A~S~IN~St!l-l~AlLL~.B:!!E~'M~IS~S!!Sl02!N~CfO~B~B~L;!:E'.;_', f5::_· J:T0£..!10f' ~Sl§Z!E:;. :;:;~IN;S~P~E~C;T;O~R:::;::;;;;;:=;::::~~::::::::;:;;::::::::;;::::~D~A~T~E:;;:d
ANY-PLANTS ;~AT ARIE REPLACED SHALL BE DOl:,le~o WITH THE SAME TYPE OF PLANT OR WITH PLANTS TIHAT USE APPROXIMATELY 6'04/15 RM R,~isioosp,,o<y,DEH&CMWDPCCda<edMay?,Jooe2; C I SH3EET I CITY OF CARLSBAD I SH6EETS I
~---T~E SAME AMOUNT OF WATER OR LESS, AS Ti;:,IE PLANT TI-IAT IS BEING REPLACED. 6122115 RM Addition of landscape water meter info .. & two plants, per Pee dat?,.d :rune 9:
PLANTING NOTES -Tl-IE IRRIGATION SYSTEM S1-lALL BE CHECK✓wEEKLY BY TURNING ON EACH STATION FOR A BRIEF PERIOD OF TIME 8071-l BY Tl-IE 9127116 RM ModificationstoShts.2-4toremovelawnareasfrompro!ect'.·(i~udedperPCC; (li'~J~.lul, t"L2:., PLANNING DIVISION
I. CONTRACTOR SHALL EXERCISE CARE IN LOCATING LNDERGROUND PIPELINES e UJIUTIES.PRIOR TO CONTROLLER AND BY THE MANUAL BLEJ,D SCREW ON EACH VALVE TO ASSESS THE SYSTEM FOR LEAKS AND PROPER FUNCTION. ~LA:::;:;N;D;S;C:::;AP,;:;E:::::;,IM;P;R;O;VE~M~E;:N;T=P;LAN;:;=;S;=F;O:;;R;:===:'..'.I==:::::;
DIGGl'JG, RESOLVING ALL CONFLICTS IN FIELD. \ / . BROKEN OR MALFUNCTIONNG COMP9f'JENTS SHALL BE REPLACED WITH LIKE COfv'PONENTS OF EQUAL OR BETTER QUALITY.
2. CONTRACTOR SHALL TAKE SOIL SAMPLE FROM SITE AND SEND TO A1'i"AGRONOMIC SOILS TESTING LAB /
FOR ANALYSIS AND AMENDMENT GUIDELINES. CONTRACT.OR,SHALL TH=N AMEND SOIL PER THOSE LAB r:-:::==:-:~::::::::-:-::/~--1 -:--::---::---::---:--:---:-::-::-:::-,--:;;;;;;;;;;;;;::---;;:-;::;:;;::-1---f----+-------~----------+----+---+----+----l GUIDELINES AND PROVIDE A COPY Of THE REPORT-TO THE OWNER e CITY, SEE SPECIFICATIONS. UNDERGROUND SERVICE ,~(RT L O s T w E s T ~~ 1511 ChabadlaCosla
. PLOTTING HISTORY-APPLJCABLE MANUFACTURE:l<S··SPE:CIFICATIONS. / 03131115 -Version 1
NEW JEWISH COMMUNITY COMPLEX
7980 LA COSTA AVE., CARLSBAD, CA 92009 3. CONTRACTOR SHALL INST ALL PLAN_ .. -TINGS'PER THE PLANS, DETAILS AND SPECIFICATIONS, AND ANY ,, ~ "'" °'" °'"""
4. ALL PLANTING .. ARE'l,SSHALL BE MULCHED TO A MINIMUM DEPTH OF 3" WITH SHREDDED BARK MULCH. A CALIFORNIA CORPORATION RobertMekjiaa 00@1;.veraioo2
COIIIWAeTOR SHALL PROVIDE SAMPLE OF MLLCH TO OWNER FOR APPROVAL PRIOR TO PURCHASE AND TOLL FREE LANDS CA p E ARCHITECTURE ,x:0;},_~318 * ::::~:;:~:~::;; I,;>,(;,,,...,
iNST ALLATION. . ':o--.l/ £' ~~;;~;!:: ~=~:~~ ~ ~gg 2 ~-__.."+---+-------------------+-----i----+-----if---l ~P;L;;;A:;:NN::;l;NG~===:::;-;:=======::::::===:;-;:::::::::=::====:
APPROVED:
5. PRIOR TO MULCHING, CONTRACTOR SHALL RAKE QUT ALL PLANTING AREAS AND ADJUST FINE GRADE GARDENS • PARKS• CITIES -~ ~ • r.
AS NECESSARY TO ENSURE THAT SLRFACE DRAINAGE FLOWS AT 2'.l MIN. GRADE TOWARD EXISTING Bl l DWN BY: ___ PROJECT NO.
DRAINAGE SYSTEM AND AWAY FROM BUILDINGS, WALKWAYS AND SLOPES. PO BOX 4548 Cadsbad, CA 920l 8 l. DATE INITIAL DATE INITIAL DATE INlllAL CHKD BY: __ _
6. ONLY THE LAL.RU$ NOBLIS TREES SHALL BE PLANTED WITH 'DEEP ROOT' UB-24 ROOT BARRIERS PER 5208 Tawoseod Ave. Las Aogeles, CA 9oo4 l ;f .. -DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CLJP 1 Q-12 A
MAts.UFACTURERS SPECFICATIONS, SEE ETAIL. TWO wo,~,o oA,s BEFORE YOu o,o TEL, (7601434-5790 OR (323) 258-8214 s, -e.LAN DAT_s;as127110
. •
r
·,.
I. PAVING
2. CLEAN BACKFILL, 95% MN COMPACTION
3. SCREENED NON-EXPANSIVE BACKFILL, 95% MIN. COMPACTION
4. PVC SCHEDULE 40 PIPE SLEEVES• 3" DIA. MIN. WHEN ONLY I PIPE
PASSING UNDER PAVING, 4"DIA. MIN. FOR MULTIPLE PIPE RUNS.
MAINTAIN MIN. 40% OF SLEEVE CAPACITY OPEN FOR FUTURE
PIPING EXTEND ALL SLEEVES MN 6" BEYOND EDGE OF PAVING
5. SLEEVES OF 6" DIA. OR LESS UNDER ROADS SHALL HAVE 36"
COVER, SLEEVES UNDER PAVING <NON-ROADS) LESS THAN 3" DIA.
SHALL HA VE 18" COVER, 3" TO 5-1/2" DIA. SHALL HA VE 24" COVER.
~ ~-~ ____ /'---,_____./'--~~~./\,,,_~_____/'._______/-ih
A TYPICAL PIPE SLEEVING
NOT TO SCALE
.X z <t
22
NQ
4
I
I
l"-0
I (I)
=-LL I 0
f-
I. WILKINS MOD. 975XL2 LEAD-FREE REDUCED PRESS. BACKFLOW PREVENTER,
SEE PLAN FOR SIZE
2. WILKINS MOD. 600 PRES. REG. W/ UNION FOR STATIC INLET PSI OF 85PSI c UP
3. WILKINS BRONZE WYE STRAINER, LINE SIZE
4. TYPE 'K' HARD COPPER PIPE WI COPPER FITTINGS, OR BRASS PIPE c FITTINGS,
FROM METER TO BACKFLOW UNIT. AND FROM BACKFLOW UNIT TO BELOW GRADE.
AP PIPE Wln-llN CONCRETE WI PROTECTIVE UTILITY TAPE.
5. BRONZE FULL -PORT BALL VALVE, LINE SIZE
6. 500PSI CONC. SLAB. SIZE PER ENCL. MANUFAC. SPECS.
D
1 2 9
5
-CXJ
FLO
L SOLENOID
2. VAL VE, SEE PLAN FOR TYPE E; SIZE
3. STANDARD RECTANGULAR VALVE BOX, TYP.
4. PVC SCHED 40 PRESSURE PIPE AND FITTINGS FROM BFP UNIT
5. FINISH SURFACE OF ADJACENT PLANTER
6 PEA GRAVEL BELOW VALVE, TYPICAL
7. SCHEDULE 80 PVC UNION, TYPICAL, LINE SIZE
8. LATERAL LINE, SEE PLAN FOR TYPE AND SIZE
9. PRESSURE REGULA TING FILTER FOR DRIP ST A TIONS ONLY, SEE LEGEND
AUTOMATIC VALVE
NOT TO SCALE
3
L FINISH GRADE
3 6
2. RAIN BIRD I804-SAM POP-UP SPRINKLER, SEE LEGEND, SPACE
2" FROM EDGE OF PAVING c HEADER BOARD
3. RAIN BIRD MODEL SBE-050 1/2" MALE NPT TO BARB EL., SEE
LEGEND
4. PVC LATERAL PIPE, SEE LEGEND
5. RAIN BIRD MODEL SP-I00 SWING PIPE, 12" LENGTH
6. PVC SCH, 40 FITTINGS, TYP.
= N
SCH. 80 PVC STREET EL.
SCH. 80 PVC
NIPPLE -6" LONG
NOTE• ffi
II MIN.
18" MAX.
SCH. 80 PVC
STREET EL. c TEE
SCH. 40 PVC
SUPPLY LINE
QUICK COUPLING VALVES SI-IALL BE OF A TYPE
APPROVED FOR RECYCLED WATER USE
G
8
QUICK COUPLING VALVE
NOT TO SCALE
2
' \
\ •-. J 2X WIDTH OF ROOT BALL
I. CINCH TIE OR APPROVED EQUAL, 6/TREE
2. 3 -2" DIA. BY 10' TREATED LODGEPOLE
ST AKES, MIN. 12" BELOW HOLE. INST ALL I
TRIANGULAR SPACING AROUND TREE.
3. 'GRO-POWER', OR APPROVED EQUAL, FER
TABLET, 7 GRAM
4. 'DEEP ROOT CORP.'. OR EQUAL. 24" DEEP
ROOT CONTROL BARRIER, INST ALL FOR
ALL TREES PER MANUFAC. SPECS, SEE NO ES
5. 314" BY NO. 4 CLEAN CRUSHED ROCK
AROUND ROOT CONTROL BARRIER
6. AMENDED SOIL BACKFILL, SEE SPECS.
7. LOOSEN AND RECOMPACT SOIL BELOW
ROOT BALL TO MIN. 12" DEPTH
8. SET ROOT BALL I" ABOVE FINISH GRADE
IRRIGATION LEGEND -
SYM. DESCRIPTION COTY.l
O -POINT OF CONNECTION -FIND SERVICE LINE FROM EX. LANDSCAPE METER E PIPE TO NEW BACKFLOW UNIT W/ I" DIA. TYPE "K" HARD COPPER PIPE, VERIFY IN FIELD.
[m -REDUCED PRESSURE BACKFLOW PREVENTER -INSTALL WILKINS 975XL2 LEAD-FREE BACKFLOW PREVENTER, 3/4" DIA., PER THE DETAIL.
[g -CONTROLLER (I) -HUNTER I-CORE 6 STATION CONTROLLER, STAINLESS STEEL WALL MOUNT CABINET W/ BUil T-IN SOLAR SYNC
@ -HUNTER SOLAR-SYNC WIRELESS ET/MOISTURE MONITOR (I) -INSTALL ON TOP OF WALL PER MANUFAC. SPECIFICATIONS.
@ -QUICK COUPLING VALVE (I) -HUNTER H0-44LRC-AW, I" DIA. W/ ACME REVERSE THREADS E; NON-POTABLE LOCKING COVER, INSTALL PER THE DETAIL IN A ROUND
PURPLE LOCKING VALVE BOX.
~ AUTO. VALVES -INSTALL IN BROOKS, OR EQUAL, PLASTIC BELOW GRADE STANDARD RECTANGULAR VALVE BOXES W/ PURPLE COVERS .
-DRIP• RAIN BIRD XCZ-075-PRF REMOTE CONTROL DRIP IN-GRADE VALVES W/ PRESSURE REGULATING FILTERS W/ PURPLE CAPS, PER THE DETAIL.
-SPRAY• RAIN BIRD PGA SERIES, I" DIA. PLASTIC GLOBE/ ANGLE VALVES W/ PURPLE VALVE HANDLE ASSEMBLY (PGA-NP-HAN D, PER THE DETAIL.
,.§" -ADAPT 3/4" PURPLE CLASS 200 PVC PIPE TO DRIP TUBING FOR EACH AREA W/ NETAFIM TWO OUTLET BARBED FEMALE ADAPTER. FOR LARGER AREAS INSTALL
1/2" POLYETHYLENE PURPLE TUBING W/ OLSON IRRIGATION VIBRA-CLEAN EMITTERS AT EACH PLANT PER THE DETAIL. FOR NARROW AREAS OR WHERE INDICATED
USE NETAFIM TECHLINE l/2GPH X 12" TUBING E SPACE TUBING I6"0C E 8" FROM WALLS E PAVING. STAGGER EMITTER HOLES IN A TRIANGULAR PATTERN. SECURE ALL
TUBING W/ 6" JUTE STAPLES.
-RAIN BIRD I804SAM POP-UP BODIES W/ SEAL-A-MATIC CHECK VALVES E PURPLE CAPS•
@ 5MPR QUARTER• 5' R., .10 GPM, 1.54"/HR. PRECIP. RATE AT 30 PSI
@ 5MPR HALF• 5' R., .20 GPM, 1.54"/HR. PRECIP. RATE AT 30 PSI
-0-U8 SERIES HALF• 8' R., .52 GPM, 1.58"/HR. PRECIP. RATE AT 30 PSI
@ 8 SERIES HE-VAN• 8' R., .59 GPM •I80D., 1.76"/HR. PRECIP. RATE AT 30 PSI
PL.EASENOTEo
l:'la'I "JI.KlUSI.I T1-E IICRIGATION su•PL.'I' ClRQENTI.Y IS r..:w. POTAaE
WATl!:R, T1-E CITY IS RECI.AIIS 11-IAT ALL T1-E IICRIGATION CClM'ClllelTS EE a= T1-E Rl:C'l'a.E) OR 1"lJa'IE KN>, N T1-E l:'la'IT 11-IA T ea.EDA 'I' T1-E
LAIIDSCAf'e WAT51 ~ IS Q.IANSED TO Rl:C'l'a.E) WAT51. T1-E
CONmA= Tl a:a Ol2E. 91-WJ.. NSTALL ON..Y PLm.e IZRIGATION
CClM'ClllelTS ON THS PIZO.ECT.
--c~-LATERAL LINE -1/2" DIA. PVC CLASS 315 PURPLE PIPE STATION NO. c DRIP OR SPRAY ---1)_rl-:eD~R~l_t::P:_ _____ _
d LATERAL LINE -3/4" DIA. PVC CLASS 200 PURPLE PIPE G.PM FLow RATE. > rRONT AREA
f; DRIP AREA ---------MAINLINE -SCHEDULE 40 PVC PURPLE PIPE, I" DIA.
PLANTING LEGEND -
SYM BOTANICAL NAME COMMON NAME QTY. SIZE WATER USE REMARKS
TREES -
AR ARECASTRUM ROMANZOFFIANUM QUEEN PALM 9,4 24"6.,15 GAL. MED.
LN LAURUS NOBILIS 'SARA TOGA" GRECIAN LAUREL 2 24"B. LOW
SHRUBS E PERENNIALS -
AP ACHILLEA 'PAPRIKA' YARROW 67 I GAL. LOW
AV ALOE VERA MEDICINAL ALOE II 5 GAL. LOW
AF ANIGOZANTHUS F. TEQUILA SUNRISE' KANGAROO PAW 33 5 GAL. LOW
AS ARTEMISIA 'SIL VER MOUND' HYBRID WORMWOOD 5 5 GAL. LOW
CG CALANDRINIA GRANIDFLORA NCN 17 I GAL. LOW
CH CHRYSANTHEMUM HOSMARIENSE MORACCAN DAISY 23 I GAL. LOW
Cl CISTUS PURPUREUS ORCHID ROCKROSE 12 5 GAL. LOW
CS CISTUS SAL VIIFOLIUS SAGE-LEAF ROCKROSE 10 I GAL. LOW
SINGLE TRUNK
STANDARD STREET TREE CUT, BRANCHING STARTS AT 6' HT.
ABOVE FIN. GRADE MIN,
GV GRAPE VINES -'CANADICE', HMROD', 'FLAME', 'RUBY SEEDLESS' 6 5 GAL. MED. TRAIN ON FENCE
GM GREVILLEA L. 'MT. TAMBORITHA' WOOLLY GREVILLEA 17 I GAL. LOW
KU KNIPHOFIA 'PINEAPPLE POPSICKLE' POKER PLANT 2 I GAL. MED. IN POT
MM MYRTUS COMMUNIS MYRTLE 17 5 GAL. LOW
MC MYRTUS COMMUNIS 'COMPACTA' DWF. MYRTLE 20 5 GAL. LOW
PR PHOENIX ROEBELLENII PYGMY DATE PALM I 5 GAL. MED. IN POT
PF PHLOMIS FRUTICOSA JERUSALEM SAGE 6 5 GAL. LOW
PG PUNICA G. 'NANA' DWF. POMEGRANATE 10 5 GAL. MED.
RA ROSA FLOWERCARPET 'APPLEBLOSSOM' 16 5 GAL. MED.
RB ROSA FLOWERCARPET 'RED' 15 5 GAL. MED.
RH ROSMARINUS 'HUNTINGTON CARPET' ROSEMARY 45 I GAL. LOW
SC SAL VIA C. 'WINIFRED GILMAN' CLEVELAND SAGE 6 5 GAL. LOW
SG SAL VIA GREGGII 'DESERT BLAZE' AUTUMN SAGE 28 5 GAL. LOW
SN STRELITZIA NICOLAI GIANT BIRD OF PARADISE 2,1 15 GAL.,5GAL. MED. IN POTS
GROUND COVER -SYM., BOT. NAME/COM. NAME, SIZE, SPACING, WATER USE (TOTAL SO. FT, AREA)
UUllllJlil
f-f-+ ·f-1
;-f -I +-
• ' + -+
,, •• -•• I
POL YGONUM CAPITA TUMIKNOTWEED, FLA TS, 12" O.C., LOW (270 SF)
LANTANA 'WHITE' E 'PURPLE' MIXED, FLATS, 2'-0" O.C., LOW (285 SF)
SENECIO MANDRALISCAE/BLUE FINGERS, FLA TS, 12" O.C., LOW (21 SF)
7. V ... TRONGBOX SBBC 22-QR ENCL.OS~A$1ZE ~MANUFAC. BEFORE
1--0-,R,-D_E_RI_N_-~ _ __:::::____./'--:::.,._·:,;;___./;___ '•-___ ../_ '--_-_____ ___,, __ '---_-_ _,;;.,_..;;._..;.......,.~..,.j.--,------------------------------+--r=--='.":"""'."".'-===-=-"'."".'-:='.'.'."".'-="°----------------fl
TYPICAL TREE PLANTING
NOT TO SCALE
ROCK IN DRAINAGE BASIN -CONTRACTOR SHALL INST ALL 18" DEEP WELL OF 'DOS RIOS' 8"-12" RIVER ROCK FROM SOUTHWEST BOULDER E STONE IN THE
AREAS INDICATED BY HA TCHNG ON THE PLAN
PRE-SCHOOL PLAY LAWN -MEDALLION PLUS FESCUE FROM PACIFIC SOD, FROM SOD, '""''""'°"'''' (517 SF), EDGE LAWN W/ IX4 BEND-A-BOARD PLASTIC EDGING PER MANUFAC. SPECS. B BACKFLOW PREVENTER IN CAGE
NOT TO SCALE
0
2
3
4
1----t+---~~@
FINISH GRADE
-'-0
I
NOTE• WIRE SHALL BE MIN. I4GAUGE WITH WHITE WIRE AS COMMON E RED WIRE
FOR ST A TIONS. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE
VALVE UNDER 500 LIN. FT. ALL WIRE SPLICES SHALL BE PLACED IN
APPROPRIATELY SIZED IN-GROUND VAL VE BOXES WITH SOLT DOWN LIDS W /
"CONTROLLER WIRE SPLICE BOX" BRANDED ON COVER. CONTROL WIRING
SEQUENCE SHALL CORRESPOND TO OPERATING SEQUENCE OF VALVES RELATED
TO VAL VE NUMBERING ON PLANS.
I. COLOR CODED MAP FOR VAL VE LOCATION, PLACE IN DOOR, SEE SPECS
2. WALL MOUNTED IRRIGATION CONTROLLER, SEE LEGEND
3. IIOV AC J-BOX
4. ELECTRICAL CONDUIT TO SOURCE
5. 11/4" SCHED 80 CONDUIT FOR CONTROLLER c COMMON WIRES
C WALL MOUNT CONTROLLER
NOT TO SCALE
C: DRAWING FILES TITLE SHEETS CLSB-IP.OWG REVISED: 5 15 2012
E POP-UP I-IEAD
NOT TO SCALE
EMITTER SCHEDULE•
SHRUB c GROUNDCOVER PLANTS• OLSON 1802 Il2GPH VIBRA-CLEAN EMITTERS, 2 PER IG.
PLANT, 3 PER 5G. PLANT, 4 PER I5G. PLANT.
TREES• OLSON 1808 2GPH VIBRA-CLEAN EMITTERS, 3 PER 5G. TREE, 5 PER I5G. TREE, 7 PER
24"8. TREE ,--.____., G)
TEE, TYPICAL
4
CD
I
0
-----------FIGURE 8 CLOSER AT
END OF LOOP, TYP.
2
6
I. OLSON IRRIGATION VIBRA-CLEAN DRIP EMITTERS, OR EQUAL, LOCATE AT EDGE OF
ROOT BALL
2. 112" POLY TUBING TO PLANTS, SECURE TO SURFACE OF EROSION CONTROL MATTING
W/ 6" JUTE STAPLES AS NECESSARY
3. TYPICAL PLANT
4. TYPICAL ROOT BALL
5. TYPICAL TUBING AND EMITTER LAY-OUT AT TREE, IF APPLICABLE
6. TYPICAL TUBING AND EMITTER LAY-OUT AT SHRUBIGROUNDCOVER SHRUB
l.5X WIDT~ OF
ROOT BALL
TYPICAL SI-IRUB PLANTING
NOT TO SCALE
I. TYPICAL SHRUB OR
GROUNDCOVER PLANT
2. SET ROOT BALL I" ABOVE FINISH
GRADE
3. AMENDED BACKFILL MIX. SEE
SPECIFICATIONS
4. EARTH BERM FOR INITIAL
WATERING. RAKE SMOOTH PRIOR
TO COMPLETION OF PROJECT
5. LOOSEN AND RECOMPACT SOIL
BELOW ROOT BALL TO MIN. 3"
DEPTH
6. GRO-POWER', OR APPROVED
EQUAL, FERT. TABLET, 7 GRAM USE
PER MANUFACTURERS SPECS., TYP.
UNDERGROUND SERVICE ALERT LOST WE ST
CALL: TOLL FREE
811
A CALIFORNIA CORPORATION
LANDSCAPE ARCHITECTURE
GARDENS • PARKS• CITIES
PO BOX 4548 Carlsbad, CA 920 I 8
5208 Townsend Ave. Los Angeles, CA 90041
Robert Mekjian 'm
NO. 3183 Q
EXP. 05-31-16 * ,:!.
(_I)
__J z
<i: 0 => <{ 0 O_
WU)
NOTE,
EQUAL
SPACING
ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL
TRIANGULAR SPACING UNLESS OTHERWISE INDICATED
EDGE OF PAVING
OR LAWN
ON PLANS -SEE PLANTING LEGEND FOR SPACING DISTANCES
APPROVED FOR
!RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BU IL T"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY: 1---...------------------------------------------J GROUND COVER SPACING
NOT TO SCALE INSPECTOR DATE
,' ·::.:104::.:11.:...5 -j--""RM'---+'"""'-"'.Re:::::,1s:::::loo"'.s p.:::ec::::cl,::::y. ,::DE.:::H &::::CC"'.MW:::D::..::P:::CC"'.dac:.:te:::_"c::::''Y::'°7,"-"Jo:::_ce::.:2::..==-=-1-----1----+----+---~ I SH4EET I c I TY o F c AR LS BAD I SH6EETS I r6/22115 RM Addition of landscape water meter info., & two plants, psr PC C dated June 9;
PLANNING DIVISION
i-----i-----i-----------------+---+-----t----+---t ~LAN=.:;D:;S;CAP~E;::::;l:;:M;P:;R;D;VE~M~EN;T~P;LAN~~S~F;O;R=: ===-'===~
1511 Chabad La Costa
PLAN DATE. 03131/15
PLOTTING HISTORY,
03/31/15 -Version 1
04/22115 -Ve;sion 2
06104115 -Versicn 3
06124115 -Version 4
DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
NEW JEWISH COMMUNITY COMPLEX
1980 LA COSTA AVE., CARLSBAD, CA 92009
I APPROVED: {%-,Ju\ 4:· ~ 1...;t 7·11',,,·l'? I
PLANNING
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: CUP 10-12 A 486-SL F DRIP EMITTER PLACEMENT
NOT TO SCALE TWO WORKING DAYS BEFORE YOU DIG TEL, (760) 434-5790 OR (323) 258-8214 P~AN DATE: 06124/15 OTHER APPROVAL CITY APPROVAL RVWD BY:
LANDSCAPE DETAILS & LEGENDS
!
r
!. 1_·_ ,, . ,'
., ,•,,
/
C: \DRAWING FILES\TITLE SHEETS\CLSB-IP.DWG REVISED: 5;15;2012
STREET SURFACE.-----------,
3.5'
MINIMUM REQUIRED './
VERTICAL SEPARATION-----------"12"
RECLAIMED WATER IRRIGATION
MAINLINE IN SLEEVE-----...,
NOTE:
' ...
ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES
SHALL BE PURPLE AND LABELED AS SPECIFlED IN THE
"STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION ~~~~~s~~i-t~swciiEc~~}JiD ~~ J~0~k~10NS
OCTOBER 1993.
-------
SIDEWALK-----..._
' CURB----,.---...
.... , ---.----METER BOX WITH METER
/24"
I
j )---1------~~"--__ ..,
POTABLE SERVICE LINE --,-----------• 12" i INIMUM
~
1 O' MINIMUM ·WATER IRRIGATION MAINLINE WITH SLEEVE :7
RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE -----------'
NOTE: ·
VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH
OF A POTABLE WATER LINE. INSTALLAllON OF RECLAIMED WATER IRRIGATION
MAINUNE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10'
HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET.
' r '·
;
'
i
i
' '
TABLE· SERVICE LINE CROSSING POT ABLE MAINLINE CROSSING
'
ffi
6104/15 RM /1\ Revisions per city, DEH & CMWD PCC dated May 7, June 2;
6122115 RM A Addition of landscape water meter info., & two plants, per PCC daied June 9:
~-------------,---------------,--~--=-"""--------i---1---t---------------t------t----;-----t-----i
UNDERGROUND SERVICE ALERT L O s T w E s T ~SC~ ;:~~~;:·~3~3'.,~:"'
0, CALL: TOLL FREE C
811
TWO WORKING DAYS BEFORE YOU DIG
A CALIFORNIA CORPORATION
LANDSCAPE ARCHITECTURE
GARDENS • PARKS • CITIES
PO BOX 4548 Carlsbad, CA 92018
5208 Townsend Ave. Los Angeles, CA 90041
TEL, (760) 434-5790 OR (323) 258-8214
/;f" ~ ::"q \ PLOTTING HISTORY-tf / \ ~ 03131/15 -Version 1 @ Robert Mekjian fil 0412211 s • version 2
Cl NO. 3183 ~ 06/04/15-Version 3 * EXP.05·JT-/6 * 06/24/15-Versior,4
0-,y, "'._~,c;----_/~
(¼0:CP.-'!:Jf'
' (9/) /(i)h _/
SIGNATURE( PLA~ DATE· 06/24/15
\ /I
DA TE INITIAL DATE INITIAL DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I SHSET I
APP RO VEO F'OR
!RR/GA T!ON ANO PLAN TING
ONLY, INCLUDING PRECISE
LOCA T!ON OF' PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD I SH6TS I
PLANNING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
NEW JEWISH COMMUNl1Y COMPLEX
1980 LA C05"JA AV£., CARLSBAD, CA 92009
I APPROVED: 112!.,( 4-~ll~--tt-7-1 t,,-l'? I
PLANNING
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: CUP 10-12(A) 486-8L RVWD BY:
CMWD STANDARD DETAILS
..
I ·:
j ',
. '
LANDSCAPE IRRIGATION -SECTION 02810
PART I -GENERAL
I.I SUMMARY
A. THE CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR, MATERIALS AND EQUPMENT REQURED TO COMPLETE THE WORK
OF INST ALLING A FULLY FUNCTIONING LANDSCAPE IRRIGATION SYSTEM IN ACCORDANCE WITH THE PLANS AND THESE
SPECIFICATIONS. ALL MATERIALS AND COMPONENTS USED SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY
AND PERFORMANCE AS SPECFED. PRIOR TO INSTALLATION OF ANY IRRIGATION WORK, THE CONTIRACTOR SHALL SLBMIT FOR
APPROVAL BY THE OWNER A UST OF ALL MATERIALS AND COMPONENTS THE CONTRACTOR PROPOSES TO USE.
SHOULD THE CONTRACTOR PROPOSE TO USE MA TERIALCSJ OR COMPONENTS OTHER THAN THOSE SHOWN ON THE PLANS, THE
CONTRACTOR SHALL SUEMIT IN WRITING, TO THE OWNER A REQUEST TO DEVIATE FROM THE PLANS. SAMPLES OF THE
MA TERIALCSJ OR COMPONENTS SHALL ACCOMPANY THE REQUEST IN ORDER TO ASSIST THE OWNER N THE EVALUATION OF THE
PROPOSED SUESTITUTION. THE BURDEN OF PROOF SHALL BE BORNE BY THE CONTRACTOR.
8. Tl-IE PLANS ARE DIAGRAMATIC. ALL RRIGATION EQUIFMENT SHALL BE LOCATED IN APPROXIMATE AREAS SHOWN. CONFLICTS
WITH EXISTING CONDITIONS OR PROPOSED PLANTNGS SHALL BE RESOLVED IN THE FELD. CONTRACTOR SHALL NOTIFY OWNER OF
CONFLICTS WHICH THE RESOLUTION OF WHICH, N THE CONTRACTOR'S JUDGMENT, WOULD CAUSE A SUESTANTIAL DEVIATION FROM
THE DESIGN INTENT, WOULD POSE A PUBLIC THREAT OR HAZARD, OR WOULD INCREASE THE PROJECT COST.
1.2 QUALITY ASSU?ANCE
A. USE ADEOUA TE NUMBERS OF SKI-LED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED N THE NECESSARY
CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFED REOUREMENTS AND TIHE METHODS NEEDED FOR PROPER
PERFORMANCE OF THE WORK OF Tf-DS SECTION.
1.3 GUARANTEE
A. ALL WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS N WORKMANSHIF, MATERIALS AND EQUIPMENT FOR I CONE) YEAR
FROM DATE OF FNAL NSPECTION. ALL PROBLEMS RELATED TO THESE DEFECTS AND CALLED TO THE ATTENTION OF THE
CONTRACTOR BY TIHE OWNER DLRNG Tf.lS PERIOD. SHALL BE CORRECTED BY CONTRACTOR WITHIN 14 DAYS OF NOTIFICATION AT
NO CHARGE TO OWNER.
8. OWNER SHALL HAVE THE ~GHT TO MAKE EMERGENCY REPAIRS WIT1-IOLT RELIEVING THE CONTRACTOR OF HIS GUARANTEE
OBLIGATION. IF ANY SITE TRIFS BY LAt-DSCAPE ARCHITECT ARE REOLIRED BY OWNER DURING GUARANTEE PERIOD BECAUSE OF
l~IGATION SYSTEM PROBLEMS, LANDSCAPE ARCHITECT SHALL BE PAID IN ADVANCE BY CONTRACTOR AT A RATE OF
$I55.00/HOUR. THIS GUARANTEE ALSO COVERS SINKING OF TRENCHNG BELOW ADJACENT GRADE. AND BREAKNG OR
SETTLEMENT OF PAVNG AND OTHER STRUCTURES AND PI..ANTNG DUE TO SII\KING OF TRENCHNG.
PART 2 -PRODUCTS
2.1 MATERIALS
A. ALL MATERIALS AND EQUPMENT SHALL BE NEW AND OF DOMESTIC MANUFACTURE.
2.2 PIPE AND FITTINGS
A. RIGID PVC PIPE AND FITTNGS,
I. ALL PPE SHALL BE NSF-PS EXTRUDED 1001 POLYVINYL CHLORIDE, TYPE I, GRADE II, CLASS 1120 MATERIAL. IT SHALL BE MARKED
WITH DATE OF EXTRUSION, MANUFACTURER'S NAME, SIZE, PVC TI20, OR PRESSURE RATNG N P.S.I. AND COMPLY WITH ASTM D2411,
SOL VENT WELD SOCKETS.
2. ALL PLASTIC FITTINGS SHALL BE MOLDED. TYPE 1111. SCHEDULE 40, NSF APPROVED AND COMPLY WITH ASTM D2466. ALL
COUPLINGS SHALL BE MADE FROM EXTRUDED STOCK REAMED WITl--1 A TAPER.
3. ALL SOL VENT SHALL BE AS RECOMMENDED BY MANJF ACTURER AND COMPLY WITH ASTM D2564 AND SCAOMD RULE 11681316A.
B. FLEXIBLE PVC PIPE AND FITTINGS•
I. ALL PIFE SHALL BE EXTIRUDED FROM FLEXIBLE VINYL CHLORIDE CONFORMING TO ASTM 02287 AND BE ALGAE RESIST ANT TYPE.
2. ALL PLASTIC FITTINGS SHALL BE MOLDED, TYPE 1111, SCHEDULE 40, NSF APPROVED AND COMPLY WITH ASTM D2466.
3. ALL SOLVENT SHALL BE 'IPS WELD-ON 2795" OR APPROVED EQUAL, AND COMPLY WITH SCAOMD RULE 11681316A.
C. POL YETHYLEl'E PIPE AND FITTINGS•
1. ALL PPE SHALL BE EXTRUDED FROM 100$ UNION CARBIDE •7510 MATERIAL AND COr-.FORMING TO ASAE ST AND ARD 5435.
D. COPPER PIPE AND FITTINGS BURIED AWAY FROM BUILDING,
1. ALL PPE SHALL BE TYPE K, ASTM B88 ANl'EALED WITH WROUGHT COPPER FITTINGS, LEAD-F= SOLDERED JOINTS. AND/OR
COMPRESSION JOINTS.
E. COPPER P1PE AND FITTINGS ABOVE GRADE•
I. ALL P1PE SHALL BE TYPE L, ASTM B88 ANNEALED WITH WROUGHT COPPER FITTINGS, LEAD-FREE SOLDERED JOINTS, AND/OR
COMPRESSION JOINTS.
F. BRASS PIFE AND FITTINGS•
I. ALL PIFE SHALL BE IFS STANDARD WEJGHT 85i RED BRASS. FITTINGS SHALL BE WITH STANDARD I25-POLIND CAST BRONZE
THREADED FITTINGS.
2.3 SPRH\KLER HEADS
A. SPRINKLER HEADS SHALL BE AS SHOWN ON THE PLANS.
2.4 DRIP EMITTERS
A. DRIF EMITTERS, EITHER AS SEPARATE COMPONENTS OR INSERTED IN POLYETHYLENE TUBNG DURING MANUFACTURE. SHALL BE
OF THE TYPE AND FLOW AMOL.r,JT AS SHOWN ON n-lE PLANS.
2.5 REMOTE CONTROL VALVES PRESS! J?E REGLLATING VALVES BALL VALVES AND
QUICK COLJPLING VALVES
A. ALL VALVES SHALL BE OF THE TYPE AND SIZE AS SHOWN ON THE PLANS.
2.6 BACK FLOW PREYENTEI<
A. BACK FLOW PREVENTION DEVICECSl SHALL BE OF THE TYPE AND SIZE INDICATED ON THE PLANS. DEVICE SHALL MEET
ST AND ARDS SET BY STATE OF CALIFORNIA. CALIFORNIA ADMNSTRATIVE CODE, TITLE 17 -'REGULATIONS RELATING TO CROSS
CONNECTIONS'.
B. BACK FLOW PREVENTION DEVICECSl SHALL BE FITTED WITH RESILIENT SEATED TEST COCKS, AND WITH RESILIENT SEATED
Sf-DJT-OFF VALVES CAPABLE OF ISOLA TING THE DEVICE FROM THE REST OF THE RRIGA TION SYSTEM.
C. ALL RISERS, UNIONS, ELBOWS AND NPPLES SHALL BE RED BRASS, BRONZE OR COPPER.
2.7 CONTROLS
A. EACH AUTOMATIC CONTROLLER SHALL BE OF THE TYPE AND SIZE AS NDICA TED ON THE PLANS.
8, CONTROLLER HOUSING SHALL BE OF THE TYPE AND SIZE AS INDICATED ON THE PLANS.
C. CONTROL WRE• ALL WIRING TO BE USED FOR CON'JECTING THE AUTO MA TIC CONTROLLER TO THE AUITOMA TIC VALVES SHALL
BE TYPE UF-600V. 7-STRAND OR SOLID COPPER, PVC NSULA TION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUNO FEEDEJR
CABLE, EACH PILOT OR "HOT" WIRE SHALL BE BLACK OR COLOR CODED WITH THE COMMON WIRE BEING WHITE,
2.8 VAL VE BOXES
A. ALL VAL VE BOXES SHALL BE OF THE TYPE AND SIZE AS SHOWN ON THE PLANS.
PART 3 -EXECUTION
3.1 SITE CQ'JDITIONS
A. CONTIRACTOR SHALL EXAMNE THE AREAS AND CONDITIONS LINDEJR WHICH WORK OF THIS SECTION WILL BE PERFORMED.
CONTRACTOR SHALL CORRECT CONDITIONS DETRMENT AL TO TMEL Y AND PROPEJR COMPLETION OF THE WORK. CONTRACTOR
SHALL NOT PROCEED LINT!_ UNSATISFACTORY CONDITIONS ARE co=CTED.
8, POINT OF CONNECTION Tf-DS IS SHOWN AT ITS APPROXMATE LOCATION ON THE Pl.ANS. EXACT LOCATION MUST BE VERIFIED
ON SITE.
C. IF CONDITIONS ARE ENCOUNTERED DURNG Tl-IE COURSE OF WORK THAT ARE IN CONFLICT WITH TIHE PLANS, LANDSCAPE
ARCHITECT SHALL BE NOTIFIED IMMEDIATELY AND BEFORE ANY WORK IS DONE. IF THIS PROCEDURE IS NOT FOLLOWED,
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY ON-SITE ADJUSTMENTS NECESSARY TO MAKE THE SYSTEM OPERATE
ADEOUA TEL Y AT NO ADDITIONAL COST TO OWNER OR LANDSCAPE ARCHITECT.
3.2 1GEM=RAL
A. PIPING LAYOUT INDICATED ON THE PLANS IS DIAGRAMMATIC ONLY. ROUTE PANG TO AVOID PLANTS AND STRUCTURES.
B. ALL PIPE AND EQUPMENT SHALL BE INSTALLED IN PLANTED AREAS. PIPING AND COMPONENTS SHOWN IN PAVED AREAS ON THE
PLANS IS FOR CLARITY ONLY UNLESS OTHERWISE NOTED ON THE PLANS.
C. IRRIGATION PIPES AND EQUIPMENT SHALL BE INSTALLED SO AS NOT TO PREVENT OR MAKE DIFFICULT PLANTING AND
CONSTIRUCTION SHOWN ON CONSTRUCTION AND PLANTING PLANS.
D. ACTUAL LOCATION OF AUTOMATIC CONTROLLER(SJ SHALL BE VERIFIED WITH OWNER.
E. CONTIRACTOR SHALL PROVIDE AS-BUU INFORMATION TO THE OWNER AND LANDSCAPE ARCHITECT UPON COMPLETION OF THE
SYSTEM. LANDSCAPE ARCf.lTECT WILL EDIT ORIGINAL PLAN TO INCORPORATE AS-BULT INFO AND GIVE TO CITY A COPY FOR THEIR
USE. AS-BUILT INFO FROM CONTIRACTOR SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE FINAL PAYMENT IS
ISSUED TO CONTRACTOR.
F. AN OPERA TING CHART SHAUL BE PROVIDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION OF THE SYSTEM. THS CHART
SHALL CLEARLY SHOW EACH AREA THAT EACH STATiON OF THE CONTROLLER OPERATES CN CASE OF MORE THAN ONE
CONTROLLER, PROVIDE AN OPERA TING CHART FOR EACH CONTROLLEJRl. THIS CHART SHALL BE DONE IN THE FOLLOWING MANNER•
I. PHOTOSTATICALL Y REDUCE RECORD DRAWINGS TO A SIZE THAT WILL FIT INSIDE THE DOOR POCKET OF THE STEEL CONTROLLEJR
CABINET.
2. COLOR, WITH CONTRASTING COLORS, THE AREAS COVERED BY EACH VALVE. USE COLORED PENCILS OR INK MARKERS.
C: \DRAWING FILES\TITLE SHEETS\CLSB IP.DWG REVISED: 5/15/2012
3. OBT AN LANDSCAPE ARCHITECT'S APPROVAL OF CHART.
4. LAMNA TE CHART IN 10 MIL PLASTIC.
5. INSERT CHART NTO POCKET OF STEEL CONTIROLLER CABINET.
3.3 ASSEMBLIES
A. THESE SHAUL BE AS SET FORTH ON DETAIL DRAWINGS. IF DETAILS ARE ABSENT FOR SPECFIC ASSEMBLIES, THESE ASSEMBLES
SHALL BE DONE IN ACCORDANCE WITH THE MANJFACTURER'S SPECIFICATIONS. AFTER THESE SPECFICATIONS ARE DISCUSSED WITH
THE LANDSCAPE ARCHITECT. TEFLON TAPE OR DOPE SHALL BE USED ON ALL MALE PIPE THREADS OF CONTROL VALVE, SWNG
JOINTS AND BACK FLOW ASSEMBUES.
3.4 TRENCf::ING ANO BACKFILLING
A. LARGE SPECIMEN Pl.ANTS SHALL BE PLANTED PRIOR TO TIRENCHNG.
B. CONTRACTOR SHALL HAND TRENCH AROUND ROOTS TO PIPE GRADE WHEN ROOTS TWO NCHES IN DIAMETEJR OR GREATER ARE
ENCOLINTERED. MINMUM WIDTH OF ANY TRENCH SHALL BE FOUR INCHES, OR 1.5 TIMES THE DIAMETER OF P1PE. WHICHEVER IS
GREATER. BACKFILL AND RE-COMPACT OVEJR ANY EXCAVATION. IF ROCK IS ENCOUNTERED. EXCAVATE FOUR INCHES DEEPEJR AND
BACKFILL TO PIPE GRADE WITH WELL GRADED SAND. KEEP TRENCHES EVEN AND FREE OF OBSTruCTIONS AND DEBRIS THAT MAY
DAMAGE PPE. DO NOT MIX SLBSOIL AND TOP SOL.
C. SAND ENCASEMENT FOR ALL IRRIGATION PIPE, DRECT BURIAL CONTROL WIRE AND ELECTRICAL CONDUIT SHALL BE PLASTER OR
MORT AR SAND PER SECTION 200 OF THE STANDARD SP1ECIFICA TIONS, WITH MNMUM SAND EQUIVALENT OF 50.
3.5 EElia_
A. ALL PIPES SHALL HAVE A MNMUM OF 6' CLEARANCE FROM EACH OTHER AND PIPES FROM OTHER TRADES.
B. ALL PRESSURE PIPE FOUR INCHES IN DIAMETER OR SMALLER SHALL HA VE THE CORRECT SIZED THRUST BLOCK INSTALLED AT
EVERY ABrupT CHANGE OF ALIGNMENT, AT BALL VALVES, TEES, ELBOWS AND CROSSES, AND AT ENDS OF PIPE RUNS OR
WHEREVER THE FELD EN~NEEJR DEEMS ONE TO BE NECESSARY. THruST BLOCKS ARE TO BE INSTALLED PER STANDARD DRAWINGS
OR APWA ST AND ARDS AND SIZED ACCORDINGLY FOR THE SIZE OF PPE.
C. PLASTIC PIPE SHALL BE CUT SQUARE, EXTERNALLY CHAMFElRED WITH ALL ~S AND FINS REMOVED.
D. SOLVENT WELDED JOINTS SHALL BE MADEN ACCORDANCE WITH ASTM D2855. THE SOLVENT RECOMMENDED BY THE
MANUFACTURER SHALL BE USED.
E. NO SOLVENT SHALL BE USED FROM CANS THAT HAVE BEEN OPE1'ED OVERNIGHT.
F. PLASTIC PPE INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D277 4 AND THE REOUREMENTS HEREN.
G. CARE SHALL BE EXERCISED IN ASSEMBLING A PIPELINE WITH SOLVENT WELDED JONTS SO THAT STRESS ON PREVIOUSLY MADE
JOINTS IS A VOIDED. HANDLNG OF THE PIPE FOLLOWING JOINTING SHALL NOT OCCUR P~OR TO THE SET TIMES SPECIFIED IN ASTM
D2855.
8. ALL PLANT MATEJRIAL SHALL BE GUARANTEED FOR A PERIOD OF 6 MONTHS.
C. REPLACEMENTS• ALL PLANT MATEJRIAL DETERIORATING OR DYING WIT1-IN THE GUARANTEE PERIOD SHALL BE REPLACED AS MANY
TIMES AS NECESSARY AND APPROVED BY OWl'ER, WITH PLANT MATERIAL THE SAME SIZE AND SPECIES AS SPECIFIED OR AS
DIRECTED BY THE LANDSCAPE ARCHITECT, WITH A NEW WA~ANTY COMMENCING ON DATE OF REPLACEMENT, AND AT NO COST TO
OWNER.
D. NSPECTION BY OWNER AND CONTRACTOR SHALL BE MADE AT THE E~ OF THE 90 DAY MANTENANCE PERIOD AND THE
GUARANTEE PERIODS. CONTRACTOR S>-<ALL SET-UP A TIME WI OWl'ER FOR THESE INSPECTIONS At-0 SHALL MAKE CORRECTIONS TO
THE INSTALLATION RESULTING FROM THESE INSPECTIONS PROMPTLY WI NO EXPENSE TO OW~IER.
PART 2 -PRODUCTS
2.1 FERTILIZER
A. FERTILIZER SHALL BE OF TYPE SPECIFED IN DET AL DRAWINGS.
2.2 SOIL AMEND~T
A. SOIL AMENDMENT SHALL BE OF TYPE SPECIFIED f.lEJREIN OR RECOMMENDED BY SOIL TESTING.
2.3 TOPSOIL
A. TOPSOI. SHALL BE CLEAN AND FREE OF WEED SEED AND DELETERIOUS MA TTEJR.
2.4 SOD AND SEED
A. SOD AND/OR SEED SHALL BE OF TYPE SPECIFIED ON THE DRAWINGS OR TO MATCH EXISTING.
2.5 QT~ER MATERIALS
A. PROVIDE OTHER MA TEJRIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COM.PI..ETE AND PROPER INSTALLATION AS
SELECTED BY TI-E CONTRACTOR SUBJECT TO THE APPROVAL OF Te<E OWNER.
PART 3 -EXECUTION
3.1 SITE CONDITIONS
A. EXAMNE THE AREAS AND CONDITIONS UNDEJR Wf.lCH WORK OF THIS SECTION WLL BE PEJRFORMED. CORRECT CONDITIONS
DETRMENT AL TO TIMELY AND PROPEJR COMPLETION OF THE WORK. DO NOT PROCEJED LINTIL UNSATISFACTORY CONDITIONS ARE
CORRECTED.
B. PRIOR TO EXECUTION FOR PLANTING, LOCATE ALL UTUTIES, ELECTRICAL CABLES. CONDUITS, SPRN<LER LINES, HEADS, VALVES
AND VALVE CONTROL WIRES SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE ANY SUCH IMPROVEMENTS. IN TIHE
EVENT OF ANY CONFLICT BETWEEN Pl.ANT LOCATIONS AND ANY SUCH IMPROVEMENTS, PROMPTLY NOTIFY LANDSCAPE ARCHITECT.
IF n ·----cEDURE IS NOT FOLLOWED. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY ON-SITE ADJUSTMENTS
CESSAR O E THE NST ALLA TION PERFORM ADEQUATELY AT NO ADDITIONAL COST TO OWNER. H. SOLVENT SHALL BE APPLIED TO PPE ENDS IN SUCH A MANNEJR THAT NO MATERIAL IS DEPOSITED ON TI-E INTEJRIOR SURFACE OF
THE P1PE OR EXTRUDED INTO THE INTERIOR OF THE PIPE DURING JOINTNG.
1. THREADED P1PE JONTS SHALL BE MADE USING TEFLON TAPE OR TEFLON DOPE. SOLVENT SHALL NOT BE USED WITl--1 THREADED
JOINTS.
J. PLASTIC PIPE THAT HAS BEEN 1'1CKED, SCARRED OR OTHEJRWISE DAMAGED SHALL BE REMOVED AND REPLACED. PLASTIC PIFE
SHALL BE SNAKED FROM SIDE TO SIDE N TI-E TRENCH TO ALLOW FOR I FOOT OF EXPANSION AND CONTRACTION PER 100 FEET OF
STRAIGHT ruN.
/ 3.2 SOIL TESTING -~-~-----._/,-~~~---y--~'-/~~
A. CONTRACTOR SHALL TAKE A SOIL SAMPLE FROM THE SITE FOR A SOL TEST PRIOR TO SOIL PREPARATION. THE TEST SHALL BE
FOR ORGANIC MATTER CONTENT. N-P-K. PH, EC, TEXTURE, AND SHALL CONTAIN RECOMMENDATIONS FOR AMENDMENTS. LEA Cl-ING.
AND FERTILIZING, AND SHALL BE FOLLOWED PRIOR TO ANY PLANTING. CONTRACTOR SHALL GIVE OWNER e CITY COPIES OF THE
'"' REPORT AND A LIST OF PRODUCTS CONTRACTOR INTENDS TO USE TO AME~ SOIL PEJR SOILS REPORT INFORMATION.
K. THE PIPELll'E SHALL NOT BE EXPOSED FOR WATER FOR 24 HOURS AFTER THE LAST SOLVENT WELD HAS BEEN MADE.
L. WI-ERE PPES OF DISSIMLAR METALS ARE JON=D, CONNECTION SHALL BE MADE WITH DIELECTRIC FITTING.
3.6 ELL JSf-lNG
A. PRESSURE AND NON-PRESSURE LINES SHALL BE THOROUGf.lL Y FLUSHED BEFORE INSTALLATION OF EQUIPMENT AND HEADS.
3.7 PRESSLJ?E TESTING
A. ALL PRESSURE LNES SHALL BE TESTED LINDER HYDROSTATIC PRESSURE OF 125 PSI AND ALL NON-PRESSURE LINES LIND=R EXISTING
ST A TIC PRESSURE FOR A MINIMUM OF 4 HOURS.
B. IF LEAKS DEVELOP, REPAR AND REPEAT PRESSLRE TEST ~TIL SYSTEM IS WATER TIGHT.
3.8 BACKFILLING
A. PRESSURE Lk'\ES AND CONTROL WIRl'JG Sf..lALL HAVE A MNi'Al..JM COVER OF 24'.
8. NON-PRESSURE LINES SHALL HAVE A MNIMUM OF 12" COVER LINLESS OTHERWISE NOTED.
C. ALL PIPNG UNDER VEHCLE BEARING PAVING SHALL HAVE A MINIMIJM COVER OF 24".
D. ALL PIPING Lit-DER ASPHAL TIC OR CONCRETE PAVNG SHALL BE INSTALLED IN EXSTING SLEEVES. NO HYDRAULIC DRIVING SHALL BE
PERMITTED UNDEJR PAVNG. IF CONTRACTOR IS UNABLE TO LOCATE ANY SLEEVE, HE SHALL NOTFY OWl'ER MMEDIATElLY.
E. INITIAL BACKFILL CFRST 6"l SHALL BE PLASTEJR OR MORTAR SAND PER SECTION 200 OF THE STANDARD SPECIFICATIONS, WITH A
MINIMUM SAND EOOVALENT OF 50.
F. BACKFLL SHALL BE COMPACTED IN LIFTS OF NO MORE THAN 6" N HEIGHT AND TO A DENSITY COMPARABLE TO ADJACENT GRADE.
G. TOP OF BACKFI.L SHALL COr-.FORM TO ADJACENT GRADES WITHOUT SUN.KEN AREAS, HUMPS OR OTHER IRREGULARITIES.
3.9 ADJUSTMENTS
A. ALL BACK DRAINAGE OF HEADS OR EMITTERS SHALL BE STOPPED WITH "VALCON ADV" CHECK VALVES, OR APPROVED EQUAL, IN LINE.
ADJUST TO MINMZE PRESSURE LOSS.
8. HEADS SHALL BE FLUSHED AND ADJUSTED TO PREVENT OVER SPRAY ONTO ADJACENT PAVING AND STruCTURES.
3.10 DRP RRK,ATION
A. LAYOUT• LAYOUT DRP TUBING AFTER PLANTS HA VE BEEN PLANTED AND IN SUCH A MANNER SO THAT THE TUBING WILL PASS EACH
PLANT, AS PEJR DETAIL ON THE PLANS.
8. CUTTNG• THE DRIP TUBNG SHALL BE CUT SO AS TO LEA VE A SMOOTH AND EVEN SQUARE END WITH NO BURRS.
C. SOL VENT WEJLDED JOINTS•
I. REMOVE ANY BURRS FROM BOTH THE NSIDE AND OUTSIDE OF THE HOSE AND THE FITTINGS.
2. REMOVE DRT, GREASE AND MOISTURE FROM HOSE AND FITTNG.
3. APPLY A FULL. EVEN LA YER OF WELD-ON 795 CEMENT ON THE HOSE EQUAL TO THE JOINT DEPTH. AVOID PUDDLING Of< ALLOWING
CEMENT TO RUN BEYOND JOINT DEPTH.
4. ASSEMBLE IN ONE SWIFT MOTION, GIVING HOSE II 4 TURN AND HOLDING IT IN PLACE FOR 10 SECONDS. DO NOT PUSH HOSE INTO FITTING
BEYOND SOCKET DEPTH OR RESIDCTIONS N FLOW MAY OCCUR.
5. AVOID DISTURBING JOINT FOR A FEW MNUTES SO THAT INITIAL SET TAKES PLACE.
D. COMPRESSIQ'\J JOINTS•
I. REMOVE ANY BURRS FROM BOTH THE INSIDE AND OUTSIDE OF Tl-IE TUBING AND FITTINGS.
2. REMOVE DIRT AND GREASE FROM TUEING AND FITTING.
3. FORCE HOSE INTO FITTNGS WITl--1 A CONST ANT CRCULAR MOTION SO THAT TUBING IS RJLL Y SET INTO FITTING.
E. PUNCH-IN EMITTERS•
I. A PUNCH OF THE CORRECT SIZE AS RECOMMENDED BY THE MANJFACTURER OF THE EMITTERS SPECIFIED ON THE PLANS, SHALL BE
USED FOR l'JST ALLA TION OF EMITTERS.
2. HOLES SHOULD BE MADE WHEN THE TUBNG IS COOL, IF NECESSARY, WATER SHOULD BE RUN THROUGH THE TUBING PRIOR TO
PLNCHING TO IMPROVE WORKABLITY.
3. A STEADY TWISTING MOTION SHALL BE USED WHEN PI..NCHING HOLES IN TLBING. WHILE MAINTAINING A 90 DEGREE ANGLE TO THE HOSE
W\Tl--1 TIHE PUNCHING TOOL.
END OF SECTION 02810 LANDSCAPE IRRIGATION
SECTION 02930 -LAWN$ AND GRASSES
PART I -GENERAL
I.I SLJMMARY
A. PROVIDE LAWNS, GRASSES OR SEED COVER AS SHOWN ON THE DRAWINGS, AS SPECFIED HEREN AND AS NEEDED FOR A
COM.PI..ETE AND PROPER NST ALLA TION.
1.2 Ql JALITY A SSL.RANCE
A. USE ADEOUA TE NUMBERS OF SKILLED WORKMEN WHO ARE Tl-lOROUGHL Y TRAINED AND EXPERIENCED IN THE NECESSARY
CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH Tl-IE SPECIFED REQUREMENTS AND THE METHODS NEEDED FOR PROPER
PERFORMANCE OF THE WORK OF THIS SECTION.
B. PLANT MA TEJRIALS SHALL BE CERTIFIED BY ST A TE OR FEDEJRAL DEPTS. OF AGRICULTURE, BE FREE FROM HAZARDOUS INSECTS
OR APPARENT DISEASE, AND BE THOROUGHLY ROOTED BUT NOT ROOT-BOUND OR OVEJRGROWN.
-),3-c-{; A -~ ~-_____/'
A. IMPORTED TOPSOL AND FILL DIRT SHALL BE CLEAN ~~~S MATTER AND SHALL BE 1
THOROUGHLY INCORPORATED INTO EXISTING SOIL.
8, FINISH GRADE SHALL CONFORM TO OVERALL DRAINAGE PATTERN AND BE 1.5" BELOW SURFACE OF ADJACENT PAVING. AND. IN NO
EVENT, BE LESS THAN 6" BELOW BUILDING GROUND FLOOR SLAB ELEVATION.
C. BEFORE AND DURNG PRELIMINARY AND FINAL GRADNG, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND
DISPOSED OF OFF SITE, OR TREATED WITH HERBICIDE SO AS TO BRNG ABOUT THER OL!CK DEMISE.
D. TO ALL SOD OR LAWN AREAS ADD 3 CUBlC YARDS OF NITROGEN STABILIZED ORGANIC AMENDMENT AND I CUBIC YARD
"KEJLLOGG'S l\nTRO-MULCH", OR APPROVED EQUAL, PER 1000 SO. FT. AND TILL TO A DEPTl--1 OF 10" BELOW GRADE. ALL ROCKS AND
DEBRIS MORE THAN 314" IN DIAMETER SHALL BE REMOVED FROM THE SITE.
E. FINISH GRADE SHALL BE A SMOOTH. EVEN AND UNIFORM PLANE ONE-HALF INCH BELOW LEVEL OF ADJACENT PAVING. OR
ACCORDING TO MANUFACTURERS RECOMMENDATION, WITHOUT ABRUPT CHANGE OF SURFACE. AND SHALL CONFORM TO THE
DRAWINGS. GRADNG SHALL BE DONE WHEN SOL IS AT OPTIMUM MOISTURE CONTEJNT FOR WORKNG.
3.4 PLANTING -SOP
A. ROLL ENTIRE AREA TO BE SODDED WITH A FULL LAWN-ROLLER OVER DRY SOIL PRIOR TO LA YING SOD. FINE GRADE AREA AGAN
IF NEEDED,
B. FERTILIZE ENTIRE AREA WITH SOD STARTER FERTILIZEJR PER MANUFACTUREJR'S DRECTIONS.
C. IMMEDIATELY LPON DELIVERY, BEGN LA YING SOD ADJACENT TO TI-E LONGEST BOLNDARY OF Tl-IE AREA TO BE SODDED.
STAGGER JOINTS AND BUTT TOGETHER TIGHTLY SO THAT THERE IS CONTACT BETWEEN ROOT MASSES.
D. CUT SOD WITH A KNIFE TO CONFORM TO CURVED BOUNDARIES, PLANTERS, SPRINKLER HEADS, ETC.
E. AFTEJR EVERY 200 SO. FT. OF SOD IS NST ALLED WATER LIGHTLY TO PREVENT WILTING.
F. AFTER ALL SOD IS LAID, ROLL ENTRE AREA WITH 112 FULL SOD ROLLER.
G. WATER ENTIRE AREA TO SATURATION FOR FIRST TWO WEEKS UPON COMPLETION, AND REGLILARL Y THEREAFTER FOR
REMAINDER OF MAINTENANCE PERIOD.
3.5 PLANTNG -SEED
A. ROLL ENTIRE AREA TO BE SEEDED WITl--1 A FULL LAWN-ROLLEJR OVER DRY SOIL PRIOR TO SPREADING SEED. FINE GRADE AREA
AGAIN IF NEEDED.
B. FERTILIZE ENTIRE AREA WITH A PRE-PLANT FERTLIZER LOW IN NITROGEN, PER MANUFACTLJRER'S Dli<ECTIONS.
C. MECHANICALLY SOW SEED ACCORDING TO COVERAGE RECOMMENDED BY MAN.JFACTURER WITH BROADCAST SPREADER. DO
NOT ATTEMPT TO SOW SEED BY HAND.
D. RAKE SEED IN LIGHTLY. COVER WITH A ONE-EIGHTH TO ONE-OUAl<TER INCH THICK LAYER OF 'KELLOGG'S TOPPER", OR APPROVED
EQUAL. APPi.. Y WITH BRO-CAGE TYP1E SPREADER, GOING OVER AREA TWICE.
E. WATER ENTIRE AREA THOROUGHLY AND COMPLETELY, MAINT AINNG A CONSTANTLY DAMP S~ACE FOR THE FIRST FOUR WEEJKS
OR UNTIL COMPLETE GERMINATION HAS OCCURRED. DO NOT ALLOW PUDDLING OR ruN-OFF TO OCCUR DURING WATERING.
3.6 CLEAN::UP
A. UPON COMPLETION OF THE CONTRACTED WORK, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH AND DEBRIS RESUL TNG
FROM THE OPERATIONS, REMOVE LINLISED EOUIFMENT AND IMPLEMENTS OF SERVICE, AND LEAVE THE ENTRE AREA INVOLVED IN A
NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER.
3.7 CARE
A. LAWl'lS SHALL BE MOWED WHEN APPROXMATEL Y THREE INCHES IN HEIGHT WITH CUTTER BLADES OF MOWER SET NO LOWER
THAN TWO INCHES IN HEIGHT. FOR SEED. CONTINUE MOWNG AT THIS HEIGHT UNTIL THE GRASS HAS Fl.LED IN. TIHEN MOW TO MATCH
EXISTING LAWN.
END OF SECTION 02930 LAWNS c GRASSES
SECTION 02950 -TREES PLANTS AND Gl<OLJND COVER
PART I -GEJNERAL
I.I SUMMARY
A. PROVIDE TREJES, PLANTS AND GROUND COVER AS SHOWN ON THE PLANS, AS SPECFED HEREIN AND AS NEEDED FOR A
COMPLETE AND PROPER NST ALLA TION.
1.2 QUALITY ASSURANCE
A. USE ADEOUA TE NUMBERS OF SKLLED WORKMEN WHO ARE Tl-lOROUGHL Y TRANED AND EXPERIENCED IN THE NECESSARY CRAFTS
AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS i'EEDED FOR PROPEJR PERFORMANCE
OF THE WORK OF THS SECTION.
8. PLANT MATERIALS SHALL BE CERTIFED BY ST ATE OR FEDERAL DEPTS. OF AGRICULTURE, BE FREE FROM HAZARDOUS INSECTS OR
APPARENT DISEASE, AND BE THOROUGHLY ROOTED BUT NOT ROOT-BOUND OR OVERGROWN IN CONTAINERS.
C. PLANT MATERIALS SHALL BE RJRNISHED IN THE QUANTITIES AND/OR SPACING SPECIFIED AND SHALL BE OF THE GENUS. SPECIES
AND SIZE INDICATED IN THE PLANT LEGEND OF THE DRAWNGS. SUBSTITUTION OF ANY SUCH INDICATED PLANT MATEJRIALS SHALL NOT
BE PEJRMTTED UNLESS SPECFICALL Y APPROVED BY THE LANDSCAPE ARCHITECT. TIHE LANDSCAPE ARG.HITECT HAS PREPARED THE
PLANT LEGEND ON THE DRAWINGS ONLY AS A CONVENIENCE TO THE CONTRACTOR AND ASSUMES NO RESPONSIBILITY FOR ITS
ACCURACY. THE CONTRACTOR IS TO VERIFY ALL QUANTITIES AND SIZES. LANDSCAPE ARCHITECT SHALL SELECT AND TAG ALL
PLANT MATERIAL IN 20" BOX SIZE OR LARGER.
1.3 MAINTENANCE AND GUARANTEE
A. MAINTENANCE SHALL BEGIN AT FNAL NSPECTION OF INSTALLATION BY OWNER AND EXTEND FOR A PEJROD OF 90 DAYS.
MANTENANCE SHALL INCLUDE KEEPING INSTALLATION CLEAN AND FREJE OF WEEDS, TRASH AND DEJBRIS AS WELL AS MAINTANNG
PLANT MATERIAL.
B. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 6 MONTHS. ALL SPECIMEN MATEJRAL 20" BOX SIZE AND LARGER
SHALL BE GUARANTEED FOR A PERIOD OF ONE Cll YEAR.
C. REPLACEMENTS• ALL PLANT MATERIAL DETERIORATING OR DYING WITHN THE GUARANTEE PEJROD SHALL BE REPLACED AS MANY
TIMES AS NECESSARY AND APPROVED BY OWNER. WITH PLANT MA TE~AL THE SAME SIZE AND SPECIES AS SPECAED OR AS
DIRECTED BY LANDSCAPE ARCf-DTECT, WITH A NEW WARRANTY COMMENCING ON DATE OF REPLACEMENT, AND AT NO COST TO
OWNEJR.
D. INSPECTION BY OWNER AND CONTRACTOR SHALL BE MADE AT THE END OF THE 90 DAY MAINTENANCE PERIOD AND THE
GUARANTElE PERIODS. CONTRACTOR SHALL SETUP A TIME WITl--1 OWNER FOR THESE INSPECTIONS AND SHALL MAKE CORRECTIONS TO
THE NST ALLA TION RESULTING FROM THESE INSPECTIONS PROMPTLY AND AT NO EXPENSE TO OWNER.
PART 2 -PRODUCTS
2.1 FERTILIZER
A. FERTILIZER SHALL BE OF TYPE SPECIFIED IN DETAIL DRAWINGS,
2.2 son,, AMENDMENT
A. SOIL AMENDMENT SHALL BE AS RECOMMENDED BY SOL TESTING RESULTS.
2.3 TOPSOIL
A. TOPSOIL SHALL BE CLEAN AND FREE OF WEED SEED AND DELETEJROUS MATTER.
2.4 MULCH
A. MULCH SHALL BE OF TYPE SPECIFIED N DETAIL DRAWNGS.
2.5 TREE ST AKES AND GUYS
A. TREE ST AKES AND GUYS SHALL BE OF TYPES SPECIFED IN DET AL DRAWINGS.
2,6 OTHER MATERIALS
A. PROVIDE OTHER MATERIALS !JOT SPECIFICALLY DESC~BED BUT REQURED FOR A COMPLETE AND PROPER NST ALLATION AS
SELECTED BY THE CONTRACTOR SLBJECT TO THE APPROVAL OF THE OWNEJR.
PART 3 -EXECUTION
3.1 SITE CONDITIONS
A. EXAMINE THE AREAS AND CONDITIONS UNDEJR Wf.lCH WORK OF THIS SECTION WILL BE PEJRFORMED. co=cT CONDITIONS
DETRIMENT AL TO TMEL Y AND PROPER COMPLETION OF THE WORK. DO NOT PROCEJED UNTIL LINSA TISF ACTORY CONDITIONS ARE
CO~ECTED.
8. PRIOR TO EXECUITION FOR PLANTING, OR PI..ACNG OF ANY ST AKES, LOCATE ALL UTIJTIES. ELECTRICAL CABLES, CONDUITS,
SPRINKLER LNES. HEADS, VALVES AND VALVE CONTROL WRES SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE
ANY SUCH IMPROVEMENTS. IN THE EVENT OF ANY CONFLICT BETWEEN PLANT LOCATIONS AND ANY SUCH IMIPROVEMENITS, PROMPTLY
NOTIFY LANDSCAPE ARCf-DTECT. F THIS PROCEDURE IS NOT FOLLOWED, CONTIRACTOR SHALL ASSUME FULL RESPONSIBLITY FOR
ANY ON-SITE ADJUSTMENTS NECESSARY TO MAKE THE INSTALLATION PERFORM ADEQUA TIEL Y AT NO ADDITIONAL COST TO OWNER.
3.2 SOIL TESTING
A. CONTRACTOR SHALL TAKE A SOIL SAMPLE FROM THE SITE FOR A SOIL TEST ~OR TO SOIL PREPARATION. THE TEST S>-<ALL BE
FOR ORGANIC MATTER CONTENT, N-P-K, PH, EC, TEXTURE, AND SHALL CONT AN RECOMMENDATIONS FOR AMENDMENTS, LEACHNG.
AND FERTILIZING, AND SHALL BE FOLLOWED PRIOR TO ANY PLANTING. CONTRACTOR SHALL GIVE OWNER e CITY COPES OF THE
REPORT AND A LIST OF PRODUCTS CONTRACTOR INTENDS TO USE TO A.MEND SOIL PER SOILS REPORT H'FORMA TION.
3.3 SOL PREPARATION
A. IMPORTED TOPSOIL AND FILL DIRT SHALL BE CLEAN AND FREE OF WEED SEED AND DELETERIOUS MATTER AND SHALL BE
THOROUGHLY INCOWORA TED INTO EXISTING SOIL.
8. FINISH GRADE SHALL CONFORM TO OVEJRALL DRAINAGE PATTERN AND BE 1.5" BELOW SURFACE OF ADJACENT PAVING AND, IN NO
EVENT, BE LESS THAN 6" BELOW BUK . .DING GROUND FLOOR SLAB ELEVATION.
C. BEFORE AND DURING PRELMNARY A~ FINAL GRADNG, ALL WEEDS AND GRASSES SHALL BE DUG QUIT BY THE ROOTS AND
DISPOSED OF OFF SITE, OR TREATED WITH HERBICIDE SO AS TO BRING ABOUT THER OOCK DEMISE.
D. SOIL AMENDMENTS SHALL BE SPREAD EVENLY OVEJR SITE AS RECOMMENDED IN SOLS REPORT, AND TLLED INTO NATIVE SOL AS
SPECIFIED BELOW.
E. ALL PLANTING AREAS SHALL BE TILLED TO A DEPTH OF 10" BELOW GRADE. ALL ROCKS AND DEBRIS MORE THAN 2· N DIA'-"'TER
SHALL BE REMOVED FROM THE SITE.
F. FNSH GRADE SHALL BE A SMOOTH, EVEN AND LNFORM PI..Ai'E WITHOUT ABruPT CHANGE OF SURFACE, AND SHALL COr-.FORM
TO THE PLANS. GRADNG SHALL BE DONE WHEN SOL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING.
3.4 PLANTING
A. PLANTS SHALL NOT BE P1ERMITTED TO DRY-OUT BEFORE OR DURING THE Pl.ANTING PROCESS. SPOT TREES AND SHRLBS AS
SHOWN ON THE PLANS. TREES PLANTED WITHIN 6 FEET OF CLRBS OR PAVING REQURE ROOT BA~ERS.
8. TREE AND SHRUB PITS SHALL BE l5 TIMES AS WIDE AND AS DEEP AS TIHE Pl.ANT CONT ANER. TREE PITS SHALL BE DUG SQUARE
WITH LEVELED BOTTOMS.
C. FILL PLANTING HOLE WITH WATER AND ALLOW TO DRAIN,
D. BACKFILL MATERIAL SHALL BE ENTIRELY NATIVE SOIL. "AGRIFORM" TABLETS, "GRO-POWEJR" TABLETS. OR APPROVED EQUAL, SHALL
BE PLANTED WITH ALL CONTAINER PLANTS AS PER MANUFACTURER'S INSTRUCTIONS AND DETAL DRAWNGS.
E. ALL PLANTS SHALL BE PROPERLY ROOT-PRUf\ED, CENTERED 1\1 PITS, AND SET SO THAT, W~ SETTLED, THEY WILL BE LEVEL
WITH FINAL S~OUNDING GRADE.
F. A 2" LA YER OF COMPOSTED ORGANIC MA TTEJR SHALL BE Pl.ACED AROUND THE BASE OF THE PLANTED PLANT AND CAREFULLY
CULTIVATED, OR MIXED WITH THE NATIVE SOIL.
G. A 3· HIGH BERM SHALL BE CONSTRUCTED AROUND THE PERIMETER OF EACH PLANT PIT. THE PIT SHALL BE THEN FILED WITH
WATER, ALLOWED TO SOAK, AND FILED AGAIN. AT THE END OF THE 90 DAY MAINTENANCE PERIOD THESE BEJRMS SHALL BE RAKED
LEVEL WITH THE SURROUNDING GRADE.
3.5 STAKING AND GUYING
A. ALL TREES SHALL BE STAKED OR GUYED MMEDIA TEL Y AFTER THE T= IS Pl.ANTED, AS PER DETAIL, AND TAKING CARE THAT
THE ROOT BALL OF THE TREE IS NOT INJURED.
3.6 CLEANI. JP
A. UPON COMPLETION OF THE CONTRACTED WORK, CONTRACTOR SHALL REMOVE ALL RUEBISH, TRASH AND DEBRIS RESUL TNG
FROM THE OPERATIONS, REMOVE UNUSED EOUPMENT AND MPLEMENTS OF SEJRVICE, AND LEAVE THE ENTIRE AREA INVOLVED N A
NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF,_;.T;..;HE::..;O'-'W-"NER=-"·-----------------~
END OF SECTION 02950 TREES. PLANTS, GROUND COVER APPROVED FOR
!RR/GA T/ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA.
"AS BUILT"
RCE ___ _ EXP _____ _ DATE
REVIEWED BY:
INSPECTOR DATE
C. Pl.ANT MATEJRIALS SHALL BE FURNISHED N THE QUANTITIES AND/OR SPACING SPECIFIED AND SHALL BE OF THE GENUS, SPECIES
AND SIZE NDICATED IN THE Pl.ANT LEGEND OF THE DRAWNGS. SUBSTITUTION OF ANY SUCH INDICATED PLANT MATEJRIALS SHALL
NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT HAS PREPARED
THE PLANT LEGEND ON THE DRAWINGS ONLY AS A CONVENIENCE TO THE CONTRACTOR AND ASSUMES NO RESPONSBILITY FOR ITS
ACCURACY. THE CONTRACTOR IS TO V~FY ALL QUANTITIES AND SIZES.
1.3 MAINTENANCE ANO GUARANTEE
,'::::"/04:C.:/l:._5 -f-'RC::M'---+'-"/1\'-""'Re::::,is:::c/cc_.::s p.:::e;=dt.:::y, Dc.::_E.::::H &::::C_:::M':::ND:.Ce:::CCC'-'da'-"t,C::Cd M=ayc;:7,'-"Jc:::.:c,_::2;::_:::=::::..::_--1'----l----f---+-----I I SH6EET I c IT y o F c AR LS BAD I SH6EETS I ~122115 RM / Addition of landscape water meter info., & two plants, per PCC dated June 9;
PLANNING DIVISION :::===--============'....:::::==: A. MAINTENANCE SHALL BEGIN AT FNAL NSPECTION OF INSTALLATION BY OWNER AND EXTEND FOR A PERIOD OF 90 DAYS.
MANTENANCE SHALL INCLUDE KEEPNG INSTALLATION CLEAN AND FREE OF WEEDS, TRASH AND DEBRIS AS WELL AS MAINTAINING
PLANT MATERIAL CWATEJRING, MOWING, ED~NG. FERTILIZING AND CONTROLUNG PESTS).
UNDERGROUND SERVICE ALERT
0
0 CALL: TOLL FREE
811
TWO WORKING DAYS BEFORE YOU DIG
LOST WE ST
A CALIFORNIA CORPORA T/ON
LANDSCAPE ARCHITECTURE
GARDENS • PARKS • CITIES
PO BOX 4548 Carlsbad, CA 92018
5208 Townsend Ave. Los Angeles, CA 90041
TEL, (760) 434-5790 OR (323) 258-8214
""SC..,,,_ \)"' _:::. --:_~-PLAN DATE: 03131115 I'. ~ PLOTTING HISTORY-
03131/15 -Version 1 fiJ Robert Mekjian 04/22115 -Version 2
a,: NO, 1183 06/04/15 • Version 3
1511 Chabad La Costa
* EXP.05.31.16 * oe/24.'15•Version4
~ ~---: ;!!. "'t °" CP,.. i@
(vrv5~"----'
SIGNATURE{ Pl.y\N DATE: 06/24/15
I /
DATE INITIAL DATE INITIAL DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LANDSCAPE IMPROVEMENT PLANS FOR:
NEW JEWISH COMMUNITY COMPLEX
1980 LA COSTA AVE., CARLSBAD, CA 92009
APPROVED: )~} f-:r-t--Jl---4f--'T-f1.a,I..,
PLANNING
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: CUP 10-12(A) 486-8L RVWD BY:
LANDSCAPE SPECIFICATIONS