HomeMy WebLinkAboutDWG 431-4L; SDP 97-19A; HILTON CONFERENCE; 01-08I
GENERAL NOTES
RECYCLED ~TER NOTES
-1. ALL~~ :,HALL EIE DONE IN AC,C,01'!.DANC,E il'IITH THI!! C,A~AD V'!Arel'!. DIST'll!.IC-T5 lltLIJ...e!l
AND REGULATIONS.
:2. DRINKING V'IATI:"-FOUNTAINS AND DESl6NATED = EATING Afq:AS SHALL EIE
l"ROTEC-TED A6AINST CONTAGT il'IITH l'f.EC-YC-LE:P V'IATER 5Fl'f.AY, OVER-5FRAY AND Ml5TIN6.
5. EIE5T MANAGEMENT PRAC-TIC-ES SHALL EIE USED TO ELIMINATED OR CONTROL TO THE EIE5T
EXTENT POSSIBLE POUNDING, l'f.UN-OFF, OVER SPl'f.AY AND MISTING.
4. HOSE EIIEIS ARE STRIC-TLY PROHIBITED.
5. C-ROSS-c.oNNEC-TIONS EIETV'IEEN REC-YC-LED AFTER LINES AND l"OTABLE V'IATel'.LINE ARE
STRIC-TLY PROHIBITED.
6. NO SUBSTATIONS OF l"lf"f: MATel'llAL5 il'IILL 'EIE ALL.Oi,f,!W il'IITHOUT l"l'f.lOl'I. Al"l"fllOVAL OF THE
C,ARLSBAD V'IATl:;R Dl5TRIC-T.
1. ALL MAINLINE PIPES SHALL HAY?: V'IARNIN<S TAl"E !"El( THE C.ARL5EIAD V'IAT!:I'. Dl51'11!.IC-T5
RULES AND "-EGULATIONS.
e,. HOU"5 OF IRRIGATION il'IITH Rl!C,Yc.LED V'IAT!!"-ARE FROM '1,00 l".M. AND 6,00 A.M. THE
HOU"5 FOR IRRIGATION V'IITH DISINFECTED TEl'f.TIARY REC,YC,LE!D V'IATER MAY BE MODIFIED BY
THE LOC-AL AUTHORITY. IRRl6ATION DURING PUBLIC. USE PERIODS il'IITH DISINFEC-TED TERTIARY
REC-YC.LED V'IATER SHALL BE UNDER THE SU~Vl510N OF THE DESl6NATED USER SUPERVISOR,
IRRIGATION il'IITH V'IATER OF A LE55!:llt QUALITY THAN Dl51NFEC-TED TERTIARY REC-Ye.LED V'IATEI'.
SHALL BE BETV'IEEN THE HOUP'l5 OF '1,00 P.M. ,A,:ND 6,0 A.M,
'I. BURIAL OF ALL il'IIRING AND l"ll"ING SHALL MEET THE CARLSBAD V'IATEP'l Dl5TP'llC.T5 RULES
AND REGULATIONS.
10. NON-DE51NGATED USE Al'tf:A5 SHALL BE! l"P'lOTE!C-TED FP'lOM C-ONTAGT ll'IITH Rl!C,Yc.LED
AFTER, il'IHETHER EIY il'IINDEILO>"IN SP1'1.AY OR EIY DIREC-T APPLICATION THROUGH IRRIGATION OR
OTHER USE. LAC-K OF PROTEC-TION, il'IHETHEI'!. EIY DESIGN, CONSTl'!.UC.TION PRAGTIC-E OR
SYSTEM Ol"ERATION, IS 5TRIC-TLY l"ROHIEIITED.
11. IRRl6ATION HEADS SHALL EIE RELOC-ATED OR ,A,:DJUSTED TO MINIMIZE OR ELIMINATE
OYER-SPRAYING ON SIDEV'IALKS, STREETS AND NON-DE51N6ATED USE ARl:,A,:S.
12. REC.YC.LED V'IATEI". GUIC.K C.OUl"LING VALVES SHALL BE OF A TYPED DESIGNED l"Ol'I. THI!
use ON l".l!C,YC,LED V'IATER DISTRIBUTED SYSTEMS !"ER C.Alotl.56,A,:D V'IATER Dl5TRIC.T5 RULES
AND l'!.EGULATIONS.
19. ON l".EC-YC.LED YIIATl!l'I. SYSTEMS, ALL Al"l"IJ"-TENANC.1!5 (Sl""-INJ<Lellt HEADS, VALV!!: EIOXl!S,
1!:TC.J SHALL BE C.OLORIED-C.OOED PUl".l"LE PEI". Al/'IV'IA GUIDELINES AND 5EC-TION 116815 OF THE
C.ALll"ORNIA HEAL TH AND SAFETY C-ODE.
14. ALL 1!'1.Rl6ATION PIPES SHALL EIE 5TENGILl!D ll'IITH THE V'IARNIN<S, "NON-l"OTAEILE Ol'I.
REC.YC.LED AFTER C.OLOR (PURl"LE) AND LAID il'IITH ll'IARNIN6 TAl"E AND STENCILING Ol'I.IENTED
TOV'IARD THE TOP OF THE TRENC.H PEI". THE NAME OF V'IATER Dl5TRIC.T5 RULES AND
"-!:GULA TIONS,
15. ON NEl/'I ON-SITE SYSTEMS (l"OST-Ml!!Tl!!1'J, l"OTASLE V'IATEJII!., CONST,A,:NT P"-ESeU"-E
"-EC.YC-LED V'IATEI'!. ,A,:ND 5EV'IEI'. LINES SHOULD EIE !"LAG.ED A MINIMUM OF FOUR FEET Al"Al".T 01"
AS Dl!'1.EC.TED BY THE l"ROJl!C,T ENGINEER AND/ Ol'I. REGULATORY AGENC-Y. MEASUP'lEMENTS
5HALL EIE EIETV'IEEN FAC.IN6 SUl".FAC.ES, NOT l"ll"E C.ENTERLINE5.
16. C.ON5TANT PRESSU"-E REC.YC-LED V'IATEI". LINES SHALL C,l".OSS AT LEAST Til'll!!LVE INCHES
EIELOl/'I POTABLE V'IATER LINES AND MAINTAIN AT LEAST TV'IELVE INCHES C,"-0551N6
SEPAAATION BETV'IEEN OTHER UTILITIES.
11. IF A C.ONSTANT l"RE55Ul'!.E l'll!C,YC.Ll!D V'IA'Tel'. LINI!! MU5T EIE INSTALL Al50VE A l"OTASLE
V'IATEI'!. LINE 01'!. LES!S THAT TV'IELVE INC.HES EIELOll'I A l"OTAEILE V'IATER LINE, THAN THE
"-Ec.YC.LED V'IATER LINE SHALL EIE INSTALLED l"IITHIN ,A,:N APPROVED PROTECTIVE SLEEVE A!!,
PEI". THE c.Al'ltLSB,A,:D V'IATER Dl5TRIC.T5 RULES AND RE6ULATION5.
18. DEVELOPE"-/CONT"-AC.TOI'<. SHALL c.ONDUC,T A C."-055-C-ONN?:c.TION TEST ,A,:ND C.OVei"AGI!!
TEST AS DIREC-TED BY THE C.ARLSBAD V'1A TEI'!. Dl5Tl'!.IC-T AND THE 5,A,:N DIE60 COUNTY
DEPAl'I.TMENT OF ENVIRONMENTAL HEALTH l"!':IIOR TO ANY USE OF Rl!C,YC.LED V'IATEl'lt.
1'1. THE 1'1.EGUll'ltED C.1'!.0SS-GONNl!C,TION INSPEC.TION SHALL EIE DONE EIY EITHER THE C.Al'ltLSBAD
V'IATER Dl5TRIC.T AND/OR THE S,A,:N DIEGO C.OUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.
C.OPIE5 OF IN5PEC-TION REPOl'ltTS il'IILL EIE F~DED TO THI: NON-INSPEC-TING PAl'ltTY.
:20. THE DE516N AND LOC,ATION PROPOSED FOR REC-YC,LED AFTER "DO NOT DRINK" 516N5
f>HALL BE C.ALLED OUT ON THE PL,A,:NS.
:21. il'IHEN l'!.EC-YC.LED V'IATEII!. BEC-OMES AVAILABLE, AN ON-!>IT!! USElt SUl"El'tVISOl'I. SHALL Bl:
DESl6NATED IN il'IRITING. THIS INDIVIDUAL SHALL BE FAMILIAi". il'IITH PLUMBING SYSTEMS il'IITHIN
THE PROPEl'I.TY, il'IITH THE BASIC. c.ONC.EPT5 OF EIAGKFOl/'I/C.!'t055-C,0NNEC-TION PROTECTIONS,
THE Rl!C,YC.LED PUl".VEYOR'5 l".ULES AND REGULATIONS AND THE SPl!C,IFIC. REQUIREMENTS OF
REC.YC-LED V'IATER SYSTEM. C.OPIE5 OF THE DE516NATION, il'IITH C.ONTAGT PHONE NUMEIEl'!.5
SHALL EIE PROVIDED TO THE C-ARLSEl,A,:D V'IA TEI'<. Dl5Tl'!.IC.T AND/OF THE 5,A,:N DIEGO COUNTY
DEPARTMENT OF ENVll'ltONMENTAL HEALTH.
INC.ASE OF l!!Ml!RGl!Nc.Y CONTACT BOB MOORE AT 760 476 4001
NAME PHONE NUMBER
Ol'lt AFTl!l't HOUl't5 c.ONTAC-T BOB MOORE AT 76Q 47Q QBQQ
NAME PHONE NUMEIEl'lt
22. ALL l"UBLIC. AND l"l'tlVA Te POT ABLE V'IA Tl!l't MAINS INC.LUDIN6 FOR!: MAINS AND ANY
il'IATE"-V'IELLS AND V'IATER C.OURSE5 il'IITH THE REC.YC.LED V'IATER PRO-EC-T :,HALL BE SHOl/'IN
ON THE PLANS.
:29. C.ALL OUT ON THI! !"LAN$ II' THEl'lt!: Al't!: OJI!. A"-1! NOT Dl'tlNKIN6 FOUNTAINS AND/OJI!.
DESIGNATED OUTDOOl'I.S EATING ARE,A,:5 ON THESE SITE.
:24. EDUC.ATE ALL MAINTENANC.E PERSONNEL ON A CONTINUOUS BASIS OF THE P"-1=51:NC.E OF
REC.YC-LED V'IATER. PERSONNEL MUST EIE INFORMED THAT REC-YC-LED V'IATER 15 MEANT FOR
IRRl6ATION PURPOSES ONLY, AND 15 NOT APP!'1.0VED FOR DRINKIN6 PURPOSES, HAD il'IA5HIN6,
C.LEANING OF TOOLS, ETC.. 61VEN THE Hl6H TURNOVEI'!. AATE OF EMPLOYEES IN THE
LANOSC.APE INDUSTRY IT 15 IMPOl'<.TANT THIS INFOl'<.MATION EIE DISSEMINATED ON AN ALMOST
DAILY 6"515.
:25. A PHYSICAL !!>EPA"-ATION SHALL ee 1""-0VIDED BETV'IEEN ADJAC-ENT Al'tf:A5 IR"-16ATED
il'IITH REC.YC-LED V'IATER AND POTABLE V'IATER. SEPARATION SHALL Ell: PROVIDED EIY DISTANC.E,
C.ONC.RETE MOl/'I STRIPS OR OTHER APPROVED METHODS.
18"
----PURPLE BACKROUND r 1" BLACK LETTERS
-1
AlltE C, NSEl'.VING OU!lt MOST
VALUABLE RESOURC-E
BY llltRIGA TING OU!lt LAND5C-Al"'E
l"IITH REC-YC-LED V'IATER
TY F
"-Ec.YC-LED V'IA Tel'!.
AGUA REC-IC.LADA
DO NOT DRINK
NO TOME EL AGUA
BLACK LOGO
C A L 5 6 N
RECYCLED ~TER SYSTEM (Private)
SHEET NUMBERS N -co
(")
SHEET TITLES
TITLE SHEET 1
CONSTRUCTION PLAN 2
IRRIGATION PLAN 3
4
6450 GAF<.L5SAD SOULEVAF<.D IRRIG. LEGEND/DETAILS
IRRIGATION SPECS. 5-6
SIGNAGE NOTES
THE FOLLOWING GUIDELINES FOR THI:: USE OF' RECYCLED WATER ARE TO BE PERMANENTLY
POSTED INSIDE 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.
I. GUIDELINES FOR RECYCLED WATER USE
1. IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING
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.
2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING.
THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL.
TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL
INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE
EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING
THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES
THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).
3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE
CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS J.ND
LOTS, AND STREETS AND SIDEWALKS.
4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL
FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD
BE REPAIRED AS SOON AS THEY BECOME APPARENT.
5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE
PRESENCE OF RECYLED WATER. PERSONNEL MUST BE INFORMED THAT RC. WATER
IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING
PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER
RATE OF EMPOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION
BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE
CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR
EMPLOYEES.
6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO
ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO,AND
APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN
ACCORDANCE 'MTH DISTRICT STANDARDS.
7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED
WITH IDENTIFICATION TAGS.
A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR,
WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK"
IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR"
IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT
AND BLACK IN COLO~. USE TAGS AS MANUFACTURED BY T. CHRISTY
ENTERPRISES OR APPROVED EQUAL.
8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:
1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP .QR
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP
JIB.
3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT.
8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER
SPRINKLER HEADS.
II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED
WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" 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 ARCHITECT OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL IHEALTH IS
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ARCHITECT
OF WORK, OF MY RESPONSIBILITIES FDR PROJECT DESIGN.
FIRM NAMES & ADDRESSES:
WILKINSON DESIGN GROUP, INC.
2810 ROOSEVELT ST.,
CARLSBAD, CA 92008
PHONE NO(S): ( 760 )434-2152
REGISTIRATION NO(S): RLA 1999
EXPIRATION DATE: EXP. DATE: 4-2006
COUNTY OF SAN DIEGO
DEPT. OF ENVIRONMENTAL HEAL TH
Land and Water Quality Division
?'.
Envlronmentol health Speclallst 2-f-116
DATE
KEY MAP
NOTTO SCALE
INSPECTION PROCEDURES
1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE:
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A. LOCATION OF PIPE LINES.
B. TRENCH DEPTH.
C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY).
D. PIPE IDENTIFICATION.
E. POINTS-OF-CONNECTION (Poe's).
F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS.
G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER
(IF RECLAIMED WATER IS USE~ FOR CONSTRUCTION).
AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE
OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY
HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.
Carlsbad Ga
160 -494-2152
NEERING PLANCHECKER
' 6 z
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
PLANTING PLAN, LEGEND
&DETAILS
PLANTING SPECS.
ASBUILTS
I
__ 7 N
8
KEY MAP LEGEND
..BVL
ffl
♦ POC
RW
NEW RECYCLED WATER MAINS
AREA USING RECYCED WATER
POINT OF CONNECTION -EXISTING
1-1/2" MAIN PRESSURE LINE
"DO NOT DRINK" SIGN LOCATIONS
WHEN WATER SUPPLY IS RECYCLED
.... FIRE HYDRANTS
NOTES:
1. The Job elte hM no recycl<!ld wl!lter etrvlce;me~r Ill:
the ,;urrent time.
:2. The Job ,i,lte ha no water well!!>.
9. The Job ,i,lte ha no outdoor drlnl<ln9 fountain& or
desl9nat.ec:l out door e!!ltlng areas.
2. DISTRICT FINAL INSPECTION SHALL INCLUDE:
A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO
DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND
PROTECTION OF AREAS NOT APPROVED FDR RECEIVING RECLAIMED WATER.
B. WARNING SIGNS AND LABELS.
C. QUICK COUPLING VALVES.
D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY,
RUNOFF, AND PONDING.
E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS.
F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC.
G. CROSS-CONNECTION.
3. ANNUAL INSPECTION SHALL INCLUDE:
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A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF
THE DISTRICT FINAL INSPECTION.
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER &
DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD.
VICINITY MAP "AS BUil T"
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TITLE
REVIEWED BY:
INSPECTOR
DATE
DATE ~
I 51TE 31
CARLSBAD MUNICIPAL WATER DISTRICT
* !11
!11
SHEET
1
CITY OF CARLSBAD SHEETS B PLANNING DEPARTMENT
RECYCLED
Frojec.t Addres!i II
6450 c.arlsbad Boulevard
WATER SYSTEM FOR:
LANDSCAPE FLANS
DISTRICT APPROVED CHANGES
CARLSBAD MUNICIPAL WATER DISTRICT 1-N-O-,.----=-:::D.;.cE.:.;.;S:.:C_Rl:..::PTl..:.O,:..;Nc::..:..:::.::_;:;,.;.:..::.:..;:=;-;-:-p"'pR~O,-VE=D--,-D""ATE~DEVELOPERS NAME: Wave Crest Resorts LLC Hilton Conference
l---+--------------+---+-----1 ADDRESS: 829 Second St #A
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,= EncinitasCA92024
'MLLIAM E. PLUMMER tjt=============t==::t==1;::;;--;~~=:-,;::-;;-;;;;:--~TE~LE:P~H~O:N~E;:: ;;6Q;;'==J:::!5:::;l~,2::-4:::4Q=:=-j DRl'oN BY, R. w
DISTRICT ENGINEER R.C.E. 26176 .2·J-OC, DATE PLAN PREPARED: ,June 10 2005
DATE 1---+--------------+---+-----1 BY: Y'IILKIN50N DESIGN GROUP CHCKD BY: R. w.
APPROVED
ASSISTANT PLANNING DIRECTOR
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DATE
PROJECT NO. DRAWING NO.
SOP 97-19(A 431-4L
SHEET .LOF ...lLSHEETS C.M.W.D. JOB NO. _____ _
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APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUil T"
TITLE _____ _ DATE
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INSPECTOR DATE
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GENERAL IRRIGATION NOTES:
1. THE IRRIGATION SYSTEM DESIGN IS llASED ON THE MINIMUM OPERATING PRESSURE
AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH POINT OF
CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO
CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE
INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE
IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE.
2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN
PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED
IN PLANTING AREAS WHERE POSSIBLE, BELOW PAVED AREAS A MINIMUM OF 6"
LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING.
3. BEFORE ANY WORK COMMENCES, A CONFrnENCE SHALL BE HELD WITH THE Crrt INSPECTOR,
r(760) 815~6708], THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL
i'IEQ~IREMENTS OF THIS WORK.
4, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT UTILITIES AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
PLANS, AND HE IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO,
THESE LINES OR STRUCTURES.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT
INCLUDING THE SAFTEY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENTS
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD OWNER AND
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
6. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN
IT IS OBVIOUS, IN THE FIELD, THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR
DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CON-
SIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD
BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT
THIS NOTIFICATION IS NOT PERFORMED. THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT ND ADDITIONAL COST TO THE
OWNER.
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7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR
OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS,
AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING
THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO
THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING
FLOW FOR EACH SYSTEM.
8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER
AREA!; SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1"
(INCH) ABOVE FINISHED GRADE.
9. ALL POP-UP TYPE SPRINKLER: HEADS INSTALLED IN LAWN AREAS SHALL BE
INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDE-
WALK OR CURB.
10. IN OPEN SEEDED LAWN AREAS SET TOP OF POP-UP TYPE SPRINLER HEADS
3" ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN
HEADS BY THE CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEADS IS
FLUSH WITH FINISHED GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS
AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF
THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PL.ANS.
12. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER
LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET
TO THE AUTOMATIC CONTROLLER.
1 3. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE
TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL
SPRINKLER SWING JOINT AND VALVE ASSEMBLIES.
1 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH
ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL
COORDINATE HIS WORK WITH THE SUBCONTRACTORS FOR THE LOCATION AND THE
INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING
STRUCTURES, ETC.
L
,,--. ,,
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I
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I
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1!. IN ADDITION TO THE CONTROL WIRE SLEEVES ANO ~IPE SLEEVES SHOWN ON
THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION
OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.
16. INSTALL POP-UPS W/IN 10 FT. DF ALL PEDESTRIAN USE (PER CITY OF CARLSBAD)
17. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE.
CONTROLLER SEQUENCE ___ 1 ~~:!..~--
REMOTE CONTROL VALVE SIZ[_.---'8 ---CALLONS Ptlt HOUR
'
1. Ii 1
tr
tr
tr
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c.arlsbac::I Ga
160 -434-2152
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
DATE INITIAL
!IYM. DESCAll'TIOH MANUr. I: PART NO. GPlol IIAD l'SI
SYM.
......
-·--
FULL CIRC S r HEAD 1.05 e JO
1 2 CIRCLE SPRAY HEAD .52 e 30
120 DEGREE SPRAY HEAD .35 e 30
1 4 CIRClE SPRAY HEAD .26 e 30
.82 10 30
.55 10 30
.41 10 30
RAIN BIRD 1812-SAM-PRS-CST-B
RAIN BIRD 1812-SAM-PRS-Q-B
ADJ FULL CIRCLE BUBBLER RAIN BIRD 1 JOO-F 1.7 30
.
llll!C'T"GL!C> ~'!'!!!Ill dl,l!Nl!"'-"'L L!$1!NC>
DESCRIPTION
REMOTE CONTROL VALVf_, :5/4 INCH
REMOTE CONTROL VALl/f., 1 INCH OR LAGER
RECYCLED WATER -1-1/2"
QUICK COUPLING VALVE
BALL VALVE, LINE SIZE
PEDESTAL CONTROLLER
RECYCLED WATER PRESSURE MAINLINE
COLORED PURPLE
NON P~ESSURE LINE
COLORED PURPLE
MANUF. It PART NO.
RAIN BIRO DV
RAIN BIRD PESB SERIES
EXISTING (WEST EDGE OF SITE)
NELSON 7645
KING BROS. TRUE-UNION PLASTIC VALVES
IRRITRDL -MC PLUS SERIES W/
RAINGARD SHUTOFF
INSTALL PER MANUF.
2", 2-1/2", 3" USE PVC CLASS 315
ALL LINES UNDER VEHICULAR PAVING AND
1-1/2" AND SMALLER USE PVC SCH. 40
3/4" AND LARGER PVC CLASS 200
1/2" PVC CLASS 315
A C
380
180
120
90
180
120
90
PVC SLEEVE, SEE NOTE BELOW PACIFIC PLASTIC; SIZE INDICATED ON PLANS
ML NO.
7
7
7
7
7
7
7
7
7
7
REFERENCE
DETAIL NO. 5
PER DISTRICT
DETAIL
DETAIL N0.3
DETAIL NO. 2
DETAIL 6
N/A
PER PLAN
ALL MAINLINE AND LATERAL PIPING USED IN RECLAIMED WATER 11'RIGATION SYSTEMS (IRRIGATION METERS
1 SHALL BE PURPLE COLORED PVC. TYPICAL
SLEEVING NOTES
1.-UNDER VEHICLE PAVING INSTALL MAIN, LATERALS AND WIRING IN SCH eD PVC SLEEVE W/30" COVER
2.-UNDER PEDESTRIAN PAVING INSTALL MAIN ANO WIRING IN SCH 40 PVC SLEEVE W/113" COVER
3.-UNDER PEDESTRIAN PAVING INSTALL LATERALS IN SCH 40 PVC SLEEVE W/12" COVER
LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL
NOTES (TYPICAL): 1) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.)
INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT
PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM
BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE
OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS
SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
2) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR
SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE. 3l ADJUST ALL SPRINKLERS FOR HEAD-TO-HEAD COVERAGE.
4 INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA, ONLY.
5 AFTER ESTABLISHMENT OF ALL PLANT MATERIAL, CONTROLLERS SHALL BE PRO-
GRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME.
6) CONTROLLER SEQUENCE FOLLOWED BY AN 'a', 'b' OR 'c' LETTER INDICATES THAT
THE VALVES ARE TO BE CONNECTED TO THE SAME STATION NUMBER AS NOTED ON
DRAWINGS TO START IRRIGATING SIMULTANEOUSLY, e.g., VALVE A4b AND VALVE A4c
ARE TO BE CONNECTED TO THE SAME STATION NUMBER 4 AT CONTROLLER 'A'.
7) INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE.
8) ALL IRRIGATION HEADS WITHIN 10 FEET OF ANY PEDESTRIAN AREA SHALL BE INSTALLED PS POP UPS.
0
& NOi!!S
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
16
&
"AS BUil T"
TITLE
REVIEWED BY:
INSPECTOR
llllllllCS,AilON FL.AN
DATE
DATE
Hilton Inn Conference
2:-ZL/~ ----
ASSISTANT PLANNING DIRECTOR DATE
OWN BY:
DA TE INITIAL DA TE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:
RVWD BY:
WDG
WDG
WDG
PROJECT NO.
SDP-97-19(A)
DRAWING NO.
431-4L
, I
I ,
I
1
6
t M~ t VALVE! BY C-IT'r'
:2. BAA55 l't.15!!1".
1'. Bl'l:A55 qo0 ELBO~
(TH"l:ADED FliTIN<!>5
-'I. BAA55 NIFl"LI:
5. Bl'l:A55 UNION
108ENS1l>W:!}R.M.lllNTTOM.I\IC OD!
800< l'Hl!D0.4!;1'.JHIO:S 11 TIT\.£ 110f THE CAUFORNIA AllMlNi!l'lll!ATM: OXlt.
t,_ Al"l"l't.OV!!D BAC-K!"L..Ol"I
l"l'tEVENTEl't. A55EMl"L Y
,. ONE C.UBIC-FOOT (200 !"SI)
THl"W5T BLOC-1<5
~-METE"-BOX (BY Dl5T"-IC-T)
BACKFLO~ PREVENTER
MOUNT AUTOMATIC CONTlltOLLEA
ON TRASH ENCLOSURE BLK WALL
EFORE ONE VENE R IS ADD
COORDINIITE F!EQUIP!ED
SLEEVES FOR WIRES
WITH ENCLOSURE
CONSTRUCTION •
ON-Orr sw1rc~L .... __
ON ON ITERIOR\ 11
SIDE or WALL II I I II
~ I 111
lt!!il 1111 Lir:! 1111
I
111:::::=-llllll
-==:::!)
1/2" 1!Y 5-F1JOT •1N,
COPPER GROUND ROD.
ELECTRICAL CONDUIT TO SOU"CE
CONTROL UNIT REQUIREMENTS
120 V., 10 Hz:, 2 AMP. MAX.
NOTES:
MOUNT ON FENCE PILASTER
CONNECT CONT~OLL[R TO R~MOTE POSITION~
RAIN SENSOR rOR AUTO SHUT OrF'
REMOTE CONTROL ""lVE WIRES:
A.WG UF #14 SECURE WIRES TO
CONTROL UNIT AT TERMINALS
PROVIDED IN CONTROL UNT,
EXTEND ONE COMMON WIRE TO
ALL R.C.V.'S AND ONE CONTROL
WIRE TO EACH R.C.1/. (TYPICAL)
COMMON WIRE SHALL BE TIED
INSIDE PROTECTIVE ENCLOSURE
WHEN REQUIRED.
CONCP1ETE FOOTING
CONDUIT ANO IAAIGATION
INTERCONNECT WHEN REQUIRED
F>VC SWEEP ELBOW
SIZE AS REQUIRED
1, COM.ON W1RE TO BE WHITE ANO CONTROL WIRES TO BE COLOR
CODED.
2, NO SPLICES SHALi. BE •ADE BETWEEN CONTROLLER AND R.C.V •• 3. A.LL WIRING , CONDUIT OR PLUM1BING TO GO THROUGH BOTTOlil
OF CONCRETE FOOTING.
4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTAOLLER
SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME
(TYPICAL)
5.CONNECT CONTOLLER TO RAIN SENSOR
CONTROLLER
I
l 311
1
APPROVED VALVE BOX
FINISH G!llADE
12·
I•• IN lMN ARC<S
,--''-----,-----,, 2 PLAWi:! AREA'S: l
8"1CK SUPPORTS
THREE REQUIRED
PVC SCH. 40 MALE ADAPTOR
T'f'P1CAL.. TWO Pl.ACES
NIPPLE & UNION
PRESSURE MAIN LINE
ANGLE TO SPECIFIED
DEPTH WITH 45-DEGREE
ELBOWS, SllfC PfR
DRAWINGS.
NOTES:
PEA Gll!AVEl
(MIN. 2 cu.FT)
1. BA.LL VALVl:S 2 1 /2~ AND LARGfR SHALL BE AWWA AfbP~OVED AND
HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS -IANDWHEEL
AND Fl ANGE CONNECTIONS IN LIEU OF UNIONS. 2. BALL VALVES B" AND LARGER SHALL HAVE TRANSIT ADAPTERS.
3. PLACE PEA GRAVE_ =>RIDR TO INSTALIATION OF VAlVE 80)(
4. BALL VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS
OTHERWISE APPROVED
5. FOR RECLAIMED WATER USE PURPLE LIO ON ALL VALVE 80)(E$.
BALL VALVE
FINISH GRADE
LATERAL LINE. SIZE PER
DRAWINGS
F"I/C SC. 40
STREET ELBOW
NOTES·
HIGH POP-UP HEA
(PURPL". COLOR rQR RECYCLED WATER)
12" MIN.
PVC ~CH, 80 NIPPLE. SIZE
ANO LENGTH AS REQUIRED
TYPICAL TWO PLACES
I PVC SCH. 40 ELBOW
PVC TEE (SXSXT)
OR ELBOW
PVC SCH. 40
STREET ELBOW
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC.
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAP[ AT INTERSECTIONS
AND CORNERS.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INS.,.ALLED UNDER H':'.:AD
USING SCHEDULE 80 NIPPLE.
12" POP-UP SPRINKLER HEAD
APPROVED VALVE BOX
1/2"' STAINLESS STEEL
HOSE CLAMP. 3 REQUIRED
QUICK COUPLING VALVE.
TOP OF VALVE SHALL SE 2" BELOW VALVE BOX COVER
1" IN TURF AREAS
2" IN 'SHRUB AREAS
B~SS OR COPPE~
NIPPLE LENGTH AS
REQJIRED
PEA GRAVEL
2 CUBIC FEET MIN.
BRICK SUPPORTS
(THREE REQUIRED)
BRASS 90 DEGREE ELL
P~ESSU~E SUPPLY LINE
BRASS 90 DEGREE
STREET ELL
PRESSURE LINE FllTINC
_ §4 REBAR STAKE 36"" LONG
i",IOTE:
BRASS 90 DEGREE
STREET ELL
BRASS OR COPPER
"JIPPLE LEl\iG~H AS
~EQUIRED
1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX
2, FOR RECIAIMED WATER USE PURPLE LID ON ALL VALVE BOXES.
3. THE QUICK COUPLER VALVE SHALL SE OF A TYPE APPftOVEO FOf't lltECYCLro WATER US[.
GUIC.K COUPLING VALVE
METEFI! BOX W/ METER-------.....-
SIDEWALK
cu~s------.
POTABLE S£RVICE LINE
APPROX. a~
12" MINIMUM
RECYCLED WATER IRRIGA.flON MAINLINE W/ SLEEVE ____ ___,
NOES:
VfRTICAL CLEARANCE OF 12• MINIMUM IS MANDATORY
CROSS NG PATH OF A POTABLE WATER 'JNE. INSTALLATION or
RECLA MED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK
WILL PROVIDE THE NECESSARY 10' -IORIZONTAL CLE.A~ANCE FROM
POTABLE MAINLINE II\ THE STREET.
POTABLE SERVICE LINE CROSSING
u-
u-
u-
<
_J
Ii
ATTRIUM GRATE
-SEE NOTE FOR SIZE
FINISH GRADE BUBBLER
I 1 "
PVC PERF DRAIN PIF'E
WRAP W/ FILI!;_~_ FP,BR.~IC~-----t-+-----i-
-SEE NOTE FOR SIZE
PEA GRAVEL
12" MIN.
1 /2" PVC SCH. BO NIPPLE
LENGTH AS REQUIRED
LATERAL LINE, SIZE PER
DRAWINGS
NOTES:
PVC TEE (SXSXT)
OR ELBOW
BELOW BOTTOM
OF ROOTBALL
1 .-ONE BUBBLER; INSTALL ~" FROM EDGE OF THE ROOTBALL OF THE TREE
, WHEN TWO BUBBLERS; INSTALL 2nd 4' FROM EDGE OF THE ROOTBALL OF THE TREE
2.-SIZES : 6 INCH FOR TREES; 4 INCH FOR SHRUBS
4 BUBBLER BELO~ GRADE
STREET SURFACE
POTABLE MAINLINE
(SEE IMPROVEMENT DRAWINGS) J.5 rEET
12" MINIMUM REQUIRED VERTICAL SEPARATION SLEEVE
RECLA1MIED WATER IRRIGATION MAINL1NE ------------<□
NOTES:
ALL RECLAIt-.4ED WATER l~RIGATION PIPING AND SLC:EVES S~ALL
BE PU~PLE AND LAB['. ED /lS SPECIFIED IN:
"STANDARD SPECWCATIONS FOR PR:IVATE IRRIGATION SYSTEMS"
"CARLSBAD RECLAMATICN R'JLES ANC REGULATIONS FOR
CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 199J
POTABLE MAIN LINE GROSSING
APPROVED VALVE BOX
REt•,lDTE: CONTROL VAi.VE
APPROVED WATERPROOF
CONNECTORS
EXPANSION LOOP
BRASS 0~ COPPER PVC SC.40 ELBOW
NIPPLE & UNION.
PVC SCH. 40 MALE ADAPTER
FINISH GRADE" ----\ 1" TURF" AF!EAS
" SHRUB AREAS
PEA GRAVEL0
(MIN. 3 CU. FT.)
PVC SCH. 80 NIPPLE,
LENGT'---1 AS REQUIRED
TYP. TWO PLACES. \ BRICK. ONE A" EACH
\ CORNER OF VAi VE BOX: PVC LATERAL LI NE
ANGI.E TO SPECIFIED DEPTH
WITH 45-DEGREE ELBOWS
PRESSURE MAIN LINE
NOTES:
PVC SCH. 40 TEE OR
ELBOW
CONTR!OL AND COMMON
WIR~S. TAPE WIRES TO
MAIN ILINE
1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, :2' rnoM
STRUCTURES OR HARDSCAP:: IN SHRUB AREAS.
2. PLACE P[A GRAVEL PRIOR TO INSTA'_LATION OF VALIVE BOX.
3. PLACE BOXES AT "<IGHT ANGLES TO 1-'ARDSCAPE ORI STRUCTURES.
4. PIP[ UPSTREAM OF VALVE ASSEMB _y IS FQUAI. ,N !DIAMETER TO
DOW'\ISTREAM :>fPING OF VALVE ASSEMS_Y. IF N':CE:SSARY, ADD
REDUCE-BUSHING TO BRING PIPING JIAMETE~ TO ~EMOTE CONTROL
VALVE SIZE. REFER TO RRIGATION CONS--Ruc·IIDN C:JDCUMENTS rnR
PIP NG SIZE.
5. FOR RECYCLED WATER USE PURPLE LID ON ALL VA~VE IBOXES.
REMOTE C.ONTF<.OL VALVE
FINISH GRADE
16''MIN.
NON PRESSURE
LATERAL LINE
CLEAN BACK,ILL
CONTROL WIRES I
ON RECYCLED MAINS
INSTALL TWO (2)
WARNING TAPES AS
SHOWN. TYPICAL
MIN, 2" Of CLEAN EARTH
\ PRIESSURE SUPPLY LINE
10
NOTES: ·
1. BELOW PAVED AREAS A MINIMUM or 6" LAYER OF CLEAN FILL SANO
SHALL BE INSTALLED ABOVE AND BELOW PIPING.
2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3"
AND LARGER,
3. WHEN USING RECLAIMED WATER , •AINTAIN MINIMUM 10' HORIZONTAL
SEPARATION BETWEEN POTABLE ANO RECLAIMED PRESSURE LINES,
WHERE LINES CROSS, PROVIDE F"I/C SLEEVE FOR POTABLE LINE
MINIMUM 1D' EACH SIDE or RECLAIMED WATER LINE
TYPICAL TF<.ENC.HING
ENGINEER'S SIGNAl\JRE REQUIRED ON PAGE 1 ONLY
APPROVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUil T"
TITLE DATE
REVIEWED BY:
ENGINEERING PLANCHECKER DA INSPECTOR DATE
CITY OF CARLSBAD
PLANNING DEPARTMENT
IRRIGATION DETAILS
Hilton Inn Conference
APPROVED 2:2.'/-c(.
DATE Carlsbad c.a
160 -434-2152 DATE INITIAL
REVISION DESCRIPTION
DATE INITIAL DATE INl11AL
ASSISTANT NG DIRECTOR
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: WD(l SDP-97-19(A) 431-4L RVWD BY: WDG ENGINEER OF WORK 011-iER APPROVAL CITY APPROVAL
II I I I I I i.
--'
Qo 4!t-, .....
IRRl'GATION SYSTEM
CMWD SPECS. TAKE PRECEDENT OVER SPEC'S. BELOW.
PART 1.00 -GENERAL
WORK INCLUDED
CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO INSTALL
THE IRRIGATION SYSTEM AS INDICATED ON THE APPROVED DRAWINGS AND SPECIFIED HEREIN AND SHALL
PERFORM ALL OTHER INCIDENTAL WORK NECESSARY TO CARRY OUT THE INTENT OF THIS IRRIGATION SPECIFICATION
AND IRRIGATION DRAWINGS INCLUDING THE FOLLOWING:
FURNISH AND INSTALL ALL PIPELINES AND FITTINGS.
·FURNISH AND INSTALL AUTOMATIC CONTROLLER, ALL ELECTRICAL CONNECTIONS AND CONTROL WIRING.
FURNISH, ASSEMBLE, AND INSTALL MATERIAL DESCRIBED IN THIS SPECIFICATION AND AS INDICATED ON
THE DRAWINGS.
EXCAVATE AND BACKFlLL TRENCHES.
TEST AND INSPECT SYSTEM.
SIX1Y DAY MAINTENANCE.
ONE YEAR GUARANTEE.
WORK NOTED AS "N.I.C" "EXISTING" OR "TO BE SUPPLIED AND/OR INSTALLED BY OTHERS" IS NOT A PART OF
THIS SECTION.
THE WORK IN THIS SECTION SHALL Bf COOF!DINATED WITH ALL UNDERGROUND UTILITIES AND TRADES
RESPONSIBLE FOR 11-,EIR INSTALLATION.
RELATED WORK SPECIFlED ELSEWHERE
LANDSCAPE PLANTING: DIVISION 2
ELECTRICAL: DIVISION 16
MECHANICAL: DIVISION 15
EXAMINE ALL DRAWINGS AND SPECIFICATIONS PERTINENT TO THE PROPER COMPL.ETION OF THE WORK.
QUALITY ASSURANCE
PERMITS: OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ALL AGENCIES.
ORDINANCES AND REGULATIONS: LOCAL, MUNICIPAL, AND STATE LAWS, AND RULES AND REGULATIONS
GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART
OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING
CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THESE RULES AND
REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND DRAWINGS CALL
FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR
LARGER SIZE 11-,AN IS REQUIRED BY THESE RULES AND REGULATIONS, THE PROVISIONS OF THE SPECIFICATIONS
AND DRAWINGS SHALL TAKE PRECEDENCE.
PROTECTION: ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND LIGHTS, AND PROVIDE GUARDS AS
NECESSARY OR REQUIRED TO PROTECT ALL PERSONS ON THE SITE.
UNDERWRITERS LABORATORIES: ELECTRICAL WIRING CONTROLS, MOTORS AND DEVICES SHALL BE U.L LISTED
AND SO LABELED. ' '
INSTALLER QUALIFIC~TIONS (FOR SOLVENT AND RUBBER GASKET JOINTS): EACH PERSON SHALL BE TRAINED BY
THE MANUFACTURERS REPRESENTATIVE IN TECHNIQUES FOR MAKING CORRECT JOINT$ PRIOR TO PERFORMING
WORK ON THE SITE.
WORK OF THIS SECTION, THAT IS ALLIED, WITH THE WORK OF OTHER TRADES SHALL BE COORDINATED AS
NECESSARY.
SUPERINTENDENT: A SUPERINTENDENT SATISFACTORY TO THE OWNER'S REPRESENTA IVE SHALL BE PRESENT
ON THE SITE AT ALL TIMES DURING PROGRESS OF TI-,E WORK. I
THE SUPERINTENDENT SHALL NOT BE CHANGED, EXCEPT Will-, THE CONSENT OF TH~ OWNER'S
REPRESENTATIVE
THE SUPERINTENDENT SHALL BE AUTHORIZED' TO REPRESENT THE CONTRACTOR.
DISCREPANCIES: WHEN DISCREPANCIES EXIST BETWEEN DRAWINGS AND SPECIFICATIONS, AND NO SPECIFIC
INTERPRETATION IS ISSUED PRIOR TO BIDDING, THE DECISION REGARDING THIS INTERPRETATION WILL REST
WITH OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL BE COMPELLED TO ACT ON THIS DECISION AS DIRECTED.
IN THE EVENT THE INSTALLATION DEVIATES FROM THE DIRECTIONS GIVEN IT SHALL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE. '
EXPLANATION OF DRAWINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS,
FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL ANO FINISHED
CONDITIONS AFFECTING ALL OF THIS WORK AND PLAN THIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC.,
AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF
THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFUCTS
BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES.
MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL
CASES WHERE THE MANUFACTURERS USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN
IN THE DRAWINGS AND SPECIFICATIONS.
WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR
NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS.
TI-,E CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS
OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN EQUIPMENT
USAGE OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.
SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED
REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME
FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. AT NO COST TO THE OWNER'S REPRESENTATIVE.
SUBMITTALS
Wlll-,IN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE
FOR APPROVAL FIVE (5) COPIES OF A DETAILED LIST OF EACH MATERIAL PROPOSED FOR USE IN THE PROJECT.
PREPARE TYPEWRITTEN MATERIAL LIST USING THE FOLLOWING FORMAT. DOUBLE SPACE BETWEEN EACH ITEM.
ITEM NO.
1 .
2.
3.
DESCRIPTION
PRESSURE
SUPPLY
LINES
LAWN HEAD
ETC.
MANUFACTURER
PAC. WESTERN
RAIN BIRD
ETC.
MODEL NO.
SCHED. 40
P.V.C.
1804-812
ETC.
WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE
FOR APPROVAL FIVE (5) COPIES OF DESCRIPTIVE LITERATURE WITH CATALOG CUTS MARKED WITH HIGHLIGHTER
PEN ON ALL ITEMS TO BE USED IN THIS PROJECT. NO WORK SHALL COMMENCE BEFORE RECEIPT OF APPROVED
MATERIAL LIST AND DESCRIPTIVE MATERIAL. LIST SHALL INCLUDE ALL ITEMS INDICATED ON DRAWINGS AND/OR
SPECIFICATIONS.
PRIOR TO START OF MAINTENANCE PERIOD CONTRACTOR SHALL SUBMIT ONE (1) COMPLETE SET OF AS-BUILT
DRAWINGS AND A LANDSCAPE ARCHITECT'S CERTIFICATE OF COMPLIANCE TO THE OWNER FOR APPROVAL. APPROVED
AS-BUILT DRAWINGS SHOULD BE CONSIDERED RECORD DRAWINGS.
RECORD DRAWINGS
RECORD DIMENSIONED LOCATIONS AND DEPTHS FOR EACH OF THE FOLLOWING:
POINT OF CONNECTION
SPRINKLER PRESSURE LINE ROUTING {PROVIDE DIMENSIONS FOR EACH 100 LINEA~ FEET (MAXIMUM) ALONG
EACH ROUTING, AND FOR EACH CHANGE IN DIRECTION.)
GATE / BALL VALVES
SPRINKLER CONTROL VALVES (BURIED ONLY)
QUICK COUPLING VALVES
CONTROL WIRE ROUTING
OTI-,ER RELATED ITEMS AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE
LOCATE ALL DIMENSIONS FROM TWO PERM~NENT POINTS (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS OR PAVEMENTS).
RECORD ALL CHANGES WHICH ARE MADE FROM THE CONTRACT DRAWINGS, INCLUDING CHANGES IN THE PRESSURE AND NON-PRESSURE LINES.
RECORD ALL REQUIRED INFORMATION ON A SET OF BLACKLINE PRINTS OF THE DRAWINGS. DO NOT USE TI-,ESE
PRINTS FOR ANY OTHER PURPOSE.
MAINTAIN INFORMAllON DAILY. KEEP DRAWINGS AT THE SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE
OWNER'S REPRESENTATIVE AND CITY INSPECTOR.
WHEN 11-,E OWNER'S REPRESENTATIVE HAS APPROVED RECORD DRAWINGS, TRANSFER ALL INFORMATION TO A SET OF
REPRODUCIBLE PRINTS USING PERMANENT INDIA INK. CHANGES USING BALL POINT PEN ARE NOT ACCEPTABLE.
MAKE DIMENSIONS ACCURATELY AT THE SAME SCALE USED ON ORIGINAL DRAWINGS, OR LARGER. IF PHOTO REDUCTION
IS REQUIRED TO FACILITATE CONTROLLER CHART HOUSING, NOTES OR DIMENSIONS MUST BE A MINIMUM 1/4 INCH IN SIZE.
REPRODUCIBLE PRINTS (5 MAXIMUM) WILL BE FURNISHED BY THE OWNER'S REPRESENTATIVE AT COST FOR PRINTING
AND HANDLING.
USE APPROPRIATE ERADICATING FLUID FOR REMOVING ORIGINAL LINES AND DIMENSIONS WHERE CHANGES ARE MADE.
COMPLETED REPRODUCIBLES SHALL BE EQUAL TO THE ORIGINAL DRAWINGS.
ALTERNATE MATERIAL APPROVALS
SUBSTITUTION OF ANY PRODUCT, MATERIAL, OR EQUIPMENT WITI-,QUT THE PRIOR WRITTEN APPROVAL OF THE CITY
INSPECTOR & THE OWNER'S REPRESENTATIVE WILL NOT BE PERMITTED.
APPROVAL OF ANY ITEM AS A SUBSTITUTION OR ALTERNATE IS FOR DESIGN ONLY, BASED ON INFORMATION OR
SAMPLES PROVIDED BY THE CONTRACTOR. CITY INSPECTOR MUST APPROVE ALL SUBSTITUTION PRIOR TO INSTALLATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE TOTAL PERFORMANCE OF SUCH SUBSTITUTION TO EQUAL QR SURPASS
THE ORIGINAL IN EVERY RESPECT.
IF THE SUBSTITUTION PROVES TO BE UNSATISFACTORY IN THE OPINION OF THE OWNER'S REPRESENTATIVE
CONTRACTOR SHALL REMOVE SUCH WORK AND RE PLACE IT WITH ORIGINALLY SPECIFIED ITEM {INCLUDING'
INSTALLATION) AS PART OF THE WORK OF THIS SECTION.
MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE CONTRACTOR OF ANY LIABILITY UNDER THE SPECIFIED GUARANTEE.
SUCH WARRANTIES ARE INTENDED ONLY TO SUPPLEMENT THE CONTRACTOR'S GUARANTEE.
CONTROLLER CHARTS
DO NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE
PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER INSTALLED.
CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTROLLER DOOR.
IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL
LEGIBILITY.
CHART SHALL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROLLER.
IDENTIFY 11-,E AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFERENT PASTEL
COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE.
FOLLOWING APPROVAL OF CHARTS BY OWNER'S REPRESENTATIVE THEY SHALL BE HERMETICALLY SEALED BETWEEN
TWO LAYERS OF 20 MIL THICK PLASTIC SHEET.
CHARTS MUST BE COMPLffiD AND APPROVED PRIOR TO FINAL REVIEW OF IRRIGATION SYSTEM.
OPERATING AND MAINTENANCE MANUALS
PROVIDE TWO INDIVIDUALLY BOUND MANUALS DETAILING OPERATION AND MAINTENANCE REQUIREMENTS FOR
IRRIGATION SYSTEMS.
MANUALS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE NO LATER THAN 10 DAYS PRIOR TO COMPLETION
OF WORK.
PROVIDE DESCRIPTIONS OF ALL INSTALLED MATERIALS AND SYSTEMS IN SUFFICIENT DETAIL TO PERMIT
MAINTENANCE PERSONNEL TO UNDERSTAND OPERATE AND MAINTAIN THE EQUIPMENT.
PROVIDE THE FOLLOWING IN EACH MANUAL:
INDEX SHEET, STATING IRRIGATION CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AND NAME OF PE-RSON TO
CONTACT
DURATION OF GUARANTEE PERIOD
EQUIPMENT LIST PROVIDING THE FOLLOWING FOR EACH ITEM:
MANUFACTURER'S NAME
MAKE AND MODEL NUMBER
NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVE
SPARE PARTS LIST IN DETAIL
DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS FOR MAJOR EQUIPMENT
CHECKLIST
PROVIDE A SIGNED AND DATED CHECKLIST AND DELIVER TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL REVIEW OF THE WORK.
USE THE FOLLOWING FORMAT:
PLUMBING PERMITS: IF NONE REQUIRED, SO NOTE.
MATERIAL APPROVALS: APPROVED BY AND DATE
PRESSURE LINE TESTS: BY WHOM AND DATE
RECORD DRAWINGS: RECEIVED BY AND DATE
CONTROLLER CHARTS: RECEIVED BY AND DA'II
MATERIALS FURNISHED: RECEIVED BY AND DATE
OPERATION AND MAINTENANCE MANUALS: RECEIVED BY AND DATE
SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS: RECEIVED BY AND DATE
MANUFACTURER'S WARRANTIES IF REQUIRED: RECEIVED BY AND DATE
WRITTEN GUARANTEE: RECEIVED BY AND DATE
LOWERING OF HEADS IN LAWN AREAS: IF INCOMPLETE, SO STATE
GUARANTEE
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GUARANTEE TI-,E IRRIGATION SYSTEM TO PROVIDE SERVICE AS DESIGNED AND INSTALLED FOR A PERIOD OF ONE YEAR
FROM DATE OF ACCEPTANCE BY OWNER'S REPRESENTATIVE
CORRECT ALL PROBLEMS WHICH DEVELOP IN THE SYSTEM DUE TO FAULTY MATERIALS OF WORKMANSHIP DURING THE
GUARANTEE PERIOD.
REPAIR OR REPLACE SUCH WORK AS DIRECTED BY THE OWNER'S REPRESENTATIVE
MAKE REPAIRS AND REPLACEMENTS PROMPTLY WHEN NOTIFIED.
PROVIDE A WRITTEN GUARANTEE FOR EACH SEGMENT OF THE PROJECT, STATING DATE OF COMPLETION AND GUARANTEE
PERIOD.
I I
THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS DURING THE GUARANTEE PERIOD AS NECESSARY TO
KEEP SYSTEMS IN OPERATING CONDITION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE, NOR RELIEVING THE
CONTRACTOR OF HIS RESPONSIBIUTIES.
PRODUCT HANDLING
STORAGE:
STORE MATERIALS AT A LOCATION DIRECTED BY THE OWNER'S REPRESENTATIVE
STORE MATERIALS IN AN ORDERLY MANNER. AVOID INTERFERENCE WITH 011-,ER CONSTRUCTION ACTIVITIES.
PROTECTION: CONTRACTOR SHALL PROTECT HIS WORK AND WORK OF QTI-,ERS FOR THE DURATION OF THE CONTRACT.
HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT AND AVOID UNDUE BENDING AND ANY CONCENTRATED
EXTERNAL LOADING. BEDS ON WHICH BEDS ARE STORED SHALL BE FULL LENGTHS OF PIPE. PIPE OR FITTINGS
THAT HAVE BEEN DAMAGED SHALL NOT BE USED.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL MATERIALS FROM THEFT OR LOSS.
PROTECT ALL MATERIALS TO PREVENT INTRUSION OF OIRT AND MOISTURE.
PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES.
PRODUCTS
GENERAL
MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED SHALL BE NEW.
GENERAL PIPE
PRESSURE SUPPLY UNE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT:
MUST BE CAST IRON, BRASS, COPPER OR OTHER MATERIAL APPROVED BY CMWD BACKFLOW SPECIALIST 438-2722 EXT 7152.
ALL THREADED PIPES SHALL BE THREADED BY THE MANUFACTURER OF THE PIPE.
P.V.C. PIPE
ALL PRESSURE SUPPLY LINES UNDrn VEHICULAR PAVING TO BE P.V.C. SCHEDULE 40.
PRESSURE SUPPLY LINES 4" AND LARGER DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 200 P.V.C.
(ASTM D--2241) CONNECTED WITH RUBBER GASKET BELL AND SPIGOT CONNECTIONS. THE INSERTION MARK SHALL
BE VISIBLE TO SHOW PROPER DEPTHS INTO SPIGOT. THRUST BLOCKS SHALL BE AT EACH CHANGE OF DIRECTION
AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.
PRESSURE SUPPLY LINES 2", 2-1/2" AND 3" DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 315 P.V.C.
CONNECTED Will-, PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. PURPLE COLOR FOR RECYCLED WATER
PRESSURE SUPPLY LINES 1 1/2 INCHES AND SMALLER DOWN STREAM OF BACKFLOW PREVENTION UNIT: SCHEDULE
4D P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS.
NON-PRESSURE LINES: CLASS 200 P.V. C.
IDENTIFICATION MARKINGS:
IDENTIFY ALL PIPE WITH THE FOLLOWING INDELIBLE MARKINGS:
MANUFACTURER'S NAME
NOMINAL PIPE SIZE
SCHEDULE OF CLASS
PRESSURE RATING P.S.I.
NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL
DATE OF EXTRUSION
PIPE (SOLVENT WELD TYPE): MANUFACTURE FROM VIRGIN POLYVINYL CHLORIDE COMPOUND IN ACCORD WITH ASTM
D1784 OR ASTM 02241, CELL CLASSIFICATION 124548: HYDROSTATIC DESIGN STRESS RATING NOT LESS 11-,AN
2,000 P.S.I.
FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED P.V.C. COMPLY WITH ASTM 017B4, CELL
CLASSIFICATION 134548, AS MANUFACTURED BY DURA COMPANY OR APPROVED EQUAL.
THREADS (WHERE REQUIRED): INJECTION MOLDED TYPE
TEES AND ELLS: SIDE GATED
THREADED NIPPLES: STANDARD WEIGHT, SCHEDULE 80 WITH MOLDED THREADS
JOINT CEMENT AND PRIMER
NON-PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE CEMENTED USING A 100% ACTIVE SOLVENT, BLUE IN COLOR.
PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE COATED WITH A PRIMER AND THEN WITH A 100% ACTIVE SOLVENT.
BOTH PRIMER AND SOLVENT SHALL BE SIMILAR IN ALL RESPECTS TO THAT ~ANUFACTURED BY CHRISTI'S OR
APPROVED EQUAL.
COPPER PIPE AND FITTINGS
PIPE: TYPE K, HARD TEMPERED ASTM 8 BB
FITTINGS: WROUGHT COPPER, SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22.
JOINTS SHALL BE SOLDERED WITH SILVER SOLDER, CONFORMING TO ASTM B 206.
BRASS PIPE AND FITTINGS
BRASS PIPE SHALL BE 85% RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED
PIPE.
FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS.
ELECTRICAL AND WIRING SERVICE
HIGH VOLTAGE
ELECTRICAL REQUIREMENTS TO AUTOMATIC CONTROLLERS -(120 V) TO BE COMPLETE IN EVERY RESPECT TO OWNER
ELECTRICAL CODE, READY FOR USE AND IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE
POWER SHUT-OFF SWITCH AT PANEL FOR EACH CONTROLLER. ALL WIRING IN GALVANIZED CONDUIT AND FITTINGS
FROM SOURCE PROVIDED UNDER THE ELECTRICAL SECTION. NO RUNNING THREADS ACCEPTED; USE NIPPLES.
CONDUIT SYSTEM SHALL BE 660 VOLT INSULATION; ·NEC STANDARD ANNEALED COPPER WIRE AND SHALL BE MINIMUM
AWG 612 TW OR RW. PROTECT EACH CONTROLLER BY A CODE APPROVED GROUND CONNECTION. SUPPLY TO BE 120
VOLTS, 60 CYCLE, SINGLE PHASE, ONE AMP. USE ONLY GALVANIZED STEEL FASTENERS IN SECURING CONTROLLERS
IN POSITION. INSTALL NEW CONTROLLER AS DETAILED ON DRAWINGS.
ALL HIGH VOLTAGE ELECTRICAL WORK SHALL REQUIRE SEPARATE ELECTRICAL PERMITS AND INSPECTION.
LOW VOLTAGE
CONNECTIONS BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL AWG-UF,
600 VOLT WIRE, INSULATION THICKNESS 3/64 INCH, UTILIZING LOW DENSITY HIGH MOLECULAR WEIGHT
POLYETHYLENE INSULATION. CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH AUTOMATIC CONTROLLER.
SPLICES, WHERE PERMITTED, SHALL BE WATERPROOFED USING RAIN BIRD, PEN-TITE CONNECTORS OR FUSIBLE HEAT
SHRINKING TUBING AND HOUSE IN A BOX.
WIRE SIZING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN NO. 14.
GROUND WIRES SHALL BE WHITE IN COLOR WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER.
EACH CONTROLLER SHALL HAVE AN INDEPENDENT COMMON WIRE.
THREE CONTINUOUS SPARE CONTROL WIRES, BLUE IN COLOR, SHALL BE INSTALLED WITH ALL PRESSURIZED MAIN
LINE FROM THE CONTROLLER ENCLOSURE TO THE END OF THE MAIN LINE.
WATER SERVICE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER METERS AS CALLED FOR ON DRAl'IIINGS BY MAKING
ALL ARRANGEMENTS WITH THE WATER COMPANY FOR INSTALLATION, OR INSTALLING METER AS REQUIRED BY WATER
COMPANY ANO PAYING ALL COSTS INCURRED. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS
SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE
PLANS
GATE / BALL VALVES
2-1/2 INCHES AN'D SMALLER, (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM 862 BRASS BODY, 150 POUND
SATURATED STEAM RATED; WITH SCREWED JOINTS; NON-RISING STEM; SCREWED BONNET, SOLID DISC. PROVIDE
WITH HAND-WHEEL.
3 INCHES AND LARGER (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM A126 CLASS 8, CAST IRON BODY 150
POUND O.W.G. WITH FLANGED JOINTS, NON-RISING STEM, BOLTED BONNET, AND DOUBLE DISC, EQUIPPED WITH A 2"
SQUARE OPERATING NUT. A THRUST BLOCK SHOULD SUPPORT BODY.
CLASS 312 STAINLESS STEEL NUTS AND BOLTS SHALL BE USED TO CONNECT ALL FLANGED CONNECTIONS.
QUICK COUPLING VALVES
TWO PIECE TYPE BRASS BODY, 150 POUND CLASS, WITH 1 INCH FEMALE THREADS OPENING AT BASE, PERMITTING
OPERATION WITH A SPECIAL CONNECTING DEVICE (COUPLER) DESIGNED FOR THIS PURPOSE.
COUPLER THREADS: LUG TYPE
HINGE COVER: PROVIDE WITH RUBBER-LIKE VINYL COVER.
CHECK VALVES
ANTI-DRAIN VALVE: PLASTIC CONSTRUCTION, WITH SOFT COMPOSITION DISC, STAINLESS STEEL INTERNAL PARTS,
AND WITH SPRING TENSION ADJUSTABLE FROM 4 P.S.I. TO 15 P.S.I.
BACKFLOW PREVENTION UNITS
BACKFLOW PREVENTER: DESIGNED TO OPERATE ON A "REDUCED PRESSURE" PRINCIPLE; EQUIPPED WITH GATE VALVES
AND FIELD TEST COCKS.
PRESSURE VACUUM RELIEFS, INLET AND DISCHARGE GATE VALVES, AND FlELD TEST COCKS.
AUTOMATIC CONTROLLER
TYPE: FULLY AUTOMATIC OPERATION, CAPABLE Of OPERATING THE NUMBER OF STATIONS AND REMOTE CONTROL
VALVES INDICATED ON DRAWINGS.
CONTROLLER OF SAME MANUFACTURER AND MODEL NO. AS CALLED OUT ON
DRAWINGS, TERMINAL STRIP, AND 117 VOLT OUTLET. THE 117 VOLT DUPLEX BOX SHALL BE PROVIDED WITH AN
ON/OFF SWITCH AND 117 VOLT RECEPTACLE. ALL POWER WITHIN THE HOUSING SHALL BE PROPERLY PHASED. A
PREWIRED TERMINAL STRIP SHALL BE PROVIDED CLEARLY INDICATING THE PROPER POINTS OF CONNECTION OF ALL
APPROPRIATE WIRING (STATIONS VALVES, COMMON, MASTER VALVE, PUMP START, AND SENSING). TI-,E CONTROLLER
ASSEMBLY SHALL INCLUDE A LIMITED FIVE YEAR WARRANTY.
REMOTE CONTROL VALVES
AS PER DRAWINGS
ROTARY SPRINKLER HEADS
AS PER DRAWINGS
SMALL SHRUBBERY SPRINKLER HEADS
SPRINKLER SHALL BE SIMILAR IN ALL RESPECTS TO TYPE NOTto ON DRAWING.
BODY SHALL BE EQUIPPED WITH A BUILT-IN CHECK VALVE.
VALVE BOXES-FOR RECLAIMED WATER IRRIGATION SYSTEMSS
VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT
AND CHEMICAL ACTION OF SOILS. THEY SHALL BE PURPLE IN COLOR. THE COVER SHALL BE PURPLE IN COLOR AND
BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD
OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE
BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL.
CONTRACTOR IS TO COORDINATE WITH THE LOCAL ELECTRICAL COMPANY FOR CONNECTION TO ELECTRICAL SERVICE
AND/OR INSTALLATION OF CONDUIT, ELECTRICAL WIRING, AND METER PEDESTAL AT THE LOCATION SHOWN ON THE SEE SHEET 6 FOR THE SECOND PART OF IRRIGATION SPECIFICATIONS.
DRAWINGS. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO
THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE PLANS
ELECTRICAL EQUIPMENT INSTALLED OUTSIDE BUILDING SHALL BE NEMA 4 TYPE, WATERPROOFED FOR EXTERIOR
INSTALLATION.
ALL CONNECTIONS BETWEEN ELECTRiCAL SERVICES AND EQUIPMENT SHALL BE IN RIGID GALVANIZED ELECTRICAL
CONDUIT, WITH CONDUIT AND WIRING SIZE AS REQUIRED.
ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DA
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUILT"
TITLE ________ _
REVIEWED BY:
INSPECTOR
•
DATE
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ENGINEER OF WORK REVISION DESCRIPTION
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OlHER APPROVAL CITY APPROVAL
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IRRIGATION SPECIFICATIONS
Hilton Inn Conference
APPROVED Z...2'1~
ASSISTANT PLANNING DIRECTOR DATE
DWN BY: WDG PROJECT NO. DRAWING NO.
CHKD BY: WDG
RVWD BY: WDG SDP-97-19(A) 431-4L co~\,\
SEE SHEET 5 FOR THE FIRST PART OF IRRIGATION SPECIFICATIONS.
VALVE BOXES--FOR POTABLE WATER IRRIGATION SYSTEMS
VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNUGHT
ANO CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND
BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD
OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE
BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL
QUICK COUPLING VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "QCV",
2" HIGH
GATE VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LffiERS "GV", 2" HIGH
REMOTE CONTROL VALVE BOXES SHALL BE 12" X 16" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS
"Rev· AND THE VALVE NUMBER IN CHARACTERS 2" HIGH.
SPLICE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "SB", 2" HIGH.
VALVE BOXES FOR MOISTURE SENSING STATIONS SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH
THE LffiERS "MSS", 2" HIGH.
TRAFFIC AREA BOXES: CONCRETE WITH CAST IRON LID DESIGNED FOR VEHICULAR TRAFFIC USE.
OPERATING AND MAINTENANCE TOOLS
DELIVER THE FOLLOWING ITEMS TO THE OWNER WHEN WORK IS COMPLETED AND PRIOR TO FINAL ACCEPTANCE OF
WORK.
TWO WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD.
TWO KEYS FOR EACH AUTOMATIC CONTROLUER.
6 COUPLERS AND MATCHING HOSE SWIVELS WITH GLOBE VALVES.
2 KEYS FOR OPENING VALVE BOXES.
EXECUTION
UTILITY SERVICES
CONrnACTOR SHALL CONNECT TO THE WATER METERS AT THE LOCATION INDICATED ON THE DRAWING AND MAKE ANY
MINOR CHANGES IN LOCATION NECESSARY DUE TO ACTUAL SITE CONDITIONS AS A PART OF THIS CONTRACT.
CONNECTIONS TO EXISTING MAINS: CONTRACTOR IS TO CONNECT TO AN EXISTING MAIN, AT THE LOCATION SHOWN
ON DRAWINGS. IRRIGATION DRAWINGS ARE BASED ON A REVIEW OF EXISTING CONDITIONS AND, WHEN AVAILABLE,
AS-BUILT IRRIGATION DRAWINGS. EXISTING CONDITIONS MAY DIFFER IN THE FIELD FROM WHAT IS SHOWN ON
AS-BUILT DRAWINGS. THEREFORE, CONTRACTOR IS TO REVIEW EXISTING SITE CONDITIONS PRIOR TO ANY
INSTALLATION. CHANGES IN EXISTING PIPING SIZE THAT MAY REQUIRE DIFFERENT FITTINGS SHALL BE MADE
AT NO ADDITIONAL COST TO THE OWNER.
CONNECT TO EXISTING ELECTRICAL SERVICE. MAKE MINOR CHANGES IN LOCATION AS NECESSARY DUE TO ACTUAL
SITE CONDITIONS AS PART OF THIS WORK.
SITE REVIEWS
BEFORE ANY WORK COMMENCES; A CONFERENCE SHALL BE HELD WITH THE OWNER'S REPRtSENTATIVE, CONTRACTOR AND
THE CITY INSPECTOR [(760) 815-6708] REGARDING GENERAL REQUIREMENTS OF THIS WORK.
CONTRACTOR'S RESPONSIBILITY:
NOTIFY THE OWNER'S REPRESENTATIVE FOR THE FOLLOWING R!VIEWS, WITH 46 HOURS MINIMUM NOTICE.
SLEEVE INSTALLATION PRIOR TO BACKFILLING.
PRESSURE SUPPLY LINE INSTALLATION AND TESTING
SYSTEM LAYOUT
COVERAGE TESTS
FINAL REVIEW
PROVIDE 'WALKIE-TALKIE" EQUIPMENT AND/OR PERSONNEL TO MAINTAIN COMMUNICATION FROM REVIEW AREA TO
AUTOMATIC CONTROLLERS.
PROVIDE UP-TO-DATE AS-BUILT DRAWINGS AT EACH REVIEW.
IN THE EVENT CONTRACTOR SCHEDULES ANY REVIEW AND THE SYSTEM IS NOT F"ULLY READY, RECORD DRAWINGS
ARE NOT CURRENT, OR REQUIRED CORRECTIVE WORK HAS NOT BEEN COMPLffiD, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REIMBURSING THE OWNER'S REPRESENTATIVE AT THE CURRENT HOURLY RATE PLUS ALL TRAVEL
EXPENSES. NO FURTHER REVIEWS WILL BE CONDUCTED UNTIL THIS CHARGE IS PAID.
EXAMINE SURFACES FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE AND QUALITY OF
WORK.
VERIFY THAT GRADING HAS BEEN COMPLETED AND THE WORK OF THIS SECTION CAN PROPERLY PROCEED.
EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE
FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXISTING UTILITY
DRAWINGS FOR LOCATIONS.
NOTIFY THE OWNER'S REPRESENTATIVE IN ~RITING, DESCRIBING UNACCEPTABLE CONDITIONS.
DO NOT PROCEED WITH WORK UNTIL UNACCEPTABLE SITE CONDITIONS ARE CORRECTED OR EXISTING UTILITIES
ARE LOCATED.
LAYCUT
ALL PIPING OR EQUIPMENT SHOWN DIAGRAMMATICALLY ON DRAWING OUTSIDE OF PLANTING AREAS SHALL BE
INSTALLED INSIDE PLANTING AREAS WHENEVER POSSIBLE. MAINS TO BE OUTSIDE R.O.W
LAY OUT EACH SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN ACTUAL
SITE CONDITIONS AND THE DRAWINGS. MINOR ADJUSTMENTS SHALL BE MAINTAINED WITHIN THE ORIGINAL DESIGN
INTENT.
LAY OUT EACH SYSTEM USING STAKING METHOD AS APPROVED BY OWNER'S REPRESENTATIVE. MAINTAIN AND PROTECT
APPROVED STAKING LAYOUT.
TRENCHING
EXCAVATE TRENCHES TO REQUIRED DEPTHS. FOLLOW APPROVED LAYOUT FOR EACH SYSTEM.
TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING IS SUPPORTED CONTINUOUSLY ON AN EVEN GRADE.
WHERE LINES OCCUR UNDER PAVED AREAS, CONSIDER DIMENSION TO BE BELOW THE SUBGRAOE.
PROVIDE MINIMUM COVERAGE AS FOLLOWS:
30" BELOW TOP OF VEHICLE PAVEMENT FOR MAINS, LATERALS AND WIRING SLEEVES
PRESSURE SUPPLY LINES (3 INCHES AND SMALLER): 18 INCHES
PRESSURE SUPPLY LINES (LARGER THAN 3 INCHES): 24 INCHES
NON-PRESSURE LINES: 12 INCHES
CONTROL WIRE: SAME AS PRESSURE SUPPLY LINE
LINE CLEARANCES
PROVIDE NOT LESS THAN 4 INCHES CLEAR/o.NCE BETWEEN EACH LINE AND NOT LESS THAN 6 INCHES CLEARANCE
BETWEEN LINES OF OTHER TRADES, UNLESS OTHERWISE NOTED.
DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ANY OTHER LINE.
BACKFILLING
INITIAL BACKFILL: CLEAN, FINE GRANULAR MATERIAL AS APPROVED BY OWNER'S REPRESENTATIVE
COMPACT TRENCH BACKFILL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. RESTORE TO ADJACENT
GRADE, FREE OF DIPS, DEPRESSIONS, HUMPS OR OTHER IRREGULARITIES.
COMPACTING BY TRUCK OR OTHER VEHICLE IS NOT PERMITTED.
REPLACE AND RESTORE All SURFACES TO ORIGINAL CONDITION WITH NEW SOD.
INSTALLATION
ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED IN COMPLETE ACCORD WITH MANUFACTURrn INSTRUCTIONS
FOR IT.
INSTALL BACKFLOW ASSEMBLIES IN SHRUB AREAS AT MINIMUM HEIGHT PERMITTED BY LOCAL CODE.
ROUTING OF PRESSURE SUPPLY LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND
VARIOUS ASSEMBLIES) TO CONFORM TO DETAILS ON PLAN.
INSTALL ALL SPECIFIED ASSEMBLIES IN ACCORDANCE WITH THE DRAWINGS. PIPE UPSTREAM Of IRRIGATION
ASSEMBLIES (REMOTE CONTROL VALVES, GATE VALVES, BACKFLOW PREVENTER, ETC.) IS EQUAL IN DIAMETER TO
DOWNSTREAM PIPING OF IRRIGATION ASSEMBLIES. IF NECESSARY ADD REDUCED BUSHING TO BRING PIPING DIAMETER
TO IRRIGATION ASSEMBLIES SIZE.
BRASS PIPE AND FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY.
PLASTIC PIPE AND THREADED FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY.
TAPE All OPEN ENDS OF PIPE DURING INSTALLATION TO PREVENT ENTRY OF ANY FOREIGN MATTER INTO THE
SYSTEM.
QUICK COUPLING VALVES: UNLESS OTHERWISE INDICATED, LOCATE VALVES WITHIN 12 INCHES OF HARDSCAPE.
CONTROLLERS: VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
BACKFLOW PREVENTION UNIT : VERIFY EXACT LOCATION WITH CMWD BACKFLOW SPECIALIST.
SPRINKLER HEADS:
SHRUB HEADS SHALL BE INSTALLED AS NOTED ON DRAWINGS.
ELEVATE FULL HEADS IN LAWN AREAS TO A MINIMUM OF 3 INCHES ABOVE GRADE.
ELEVATE HEADS ALONG CURBS, WALKS, PAVING, ETC., 1/2 INCH ABOVE GRADE IN LAWN AREAS.
LOWER RAISED HEADS WITHIN 10 DAYS AFTER NOTIFICATION BY THE OWNER.
PIPING BENEATH PAVEMENT
PIPING UNDER PAVEMENT SHALL BE INSTALLED WITHIN A P.V.C. SCHEDULE eo SLEEVE. THE SLEEVE SHALL
HAVE A MINIMUM 1" CLEARANCE FROM THE MAIN LINE ANO SHALL EXTEND A MINIMUM OF 3 FEET BEYOND SUCH
PAVEMENT. IN-LINE FITTINGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVED SURFACES
EXCEPT WHERE THE LENGTH OF THE LINE UNDER PAVING IS 20 FEET OR GREATER. THE END OF SLEEVE SHALL
BE CAPPED HAND TIGHT UNTIL PIPING IS LAID.
SLEEVES UNDER EXISTING PAVEMENTS MAY BE INSTALLED BY JACKING, BORING OR BY HYDRAULIC DRIVING,
EXCEPT AS OTHERWISE SPECIFIED OR DIRECTED.
SECURE OWNER'S PERMISSION PRIOR TO CUTTING OR BREAKING EXISTING PAVEMENTS.
MAKE COMPLETELY CLEAN CUTS USING POWER SAWS, AT APPROVED LOCATIONS ONLY.
REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION. INCLUDING GRADE AND LANDSCAPING.
RESTORATION WORK SHALL MATCH THE ORIGINAL WORK IN EVERY RESPECT, INCLUDING TYPE, STRENGTH,
TEXTURE AND FINISH.
SLEEVES SHALL BE INSTALLED A ~INIMUM OF 6" BENEATH THE BOTTOM OF THE PAVEMENT SUBGRADE 'AND
AT LEAST AS DEEP AS PIPING REQUIRES.
PROVIDE AND BACKFILL A MINIMUM OF 6" OVER AND UNDER ALL SLEEVES LOCATED UNDER PAVED AREAS. A
COMPACTION TEST IS REQUIRED TO CONFIRM 95% RELATIVE DENSITY.
COORDINATE INSTALLATION OF PIPING ,>;ND WIRES UNDER PAVED AREAS WITH OTHER TRADES.
IF THE ONLY PIPING INSTALLED IS OVER 20 FEET LONG; PRESSURE TESTING IS REQUIRED FOR THAT SECTION
AT THE TIME OF INSTALLATION. UPON COMPLETION OF PIPING INSTALLATION, THE ENTIRE SYSTEM MUST BE TESTED.
CONTROL WIRES LOCATED BENEATH PAVED AREAS SHALL BE INSTALLED IN A SEPARATE SCHEDULE ea P.V.C. SLEEVt.
IF WIRE UNDER PAVED AREAS CANNOT SE CONTINUOUS, ALL SPLICES SHALL BE ENCLOSED IN AN APPROVED BOX.
VALVES ANO VALVE BOXES
VALVES AND VALVE BOXES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND DETAILS. THE TO~ OF THE VALVE
BOXES SHALL BE 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1" ABOVE FINISH GRADE IN LAWN AREAS.
INSTALL EACH REMOTE CONTROL VALVE AND QUICK COUPLING VALVE IN A SEPARATE VALVE BOX AND ALLOW AT LEAST
24" BETWEEN VALVE BOXES.
FILL AREA UNDER BOX WITH MINIMUM OF 3 CUBIC FEET OF PEA GRAVEL BEFORE BOX IS INSTALLED.
COMMON BRICKS SHALL BE PLACED BENEATH EACH CORNER OF RECTANGULAR VALVE BOXES FOR STABILIZATION.
IDENTIFICATION:
ATTACH IDENTIFICATION TAG SHOWING VALVE N'UMBER ON EACH SOLENOIO "PIGTAIL"
FOLLOW THE SAME PROCEDURE WHEN USING MOISTURE SENSING UNITS, ADDING "MS" OR LffiERS NOTING THE TYPE OF
EQUIPMENT.
TAGS SHALL BE MANUFACTURED OR POLYURETHANE BEHR DESOPAID, YELLOW IN COLOR WITH BLACK LETTERS 2-3/4
INCHES BY 2-1/4 INCHES. ,
LOW VOLTAGE WIRING I
PLACE WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTING AS THE PRESSURE SU~PLY LINES UNLESS
OTHERWISE APPROVED.
INSTALL WIRING PRIOR TO MAIN UNE WHENEVER POSSIBLE.
WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT A MAXIMUM 12 FEET ON CENTER.
AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION. EXPANSION LOOP
SHALL BE OF SUFFICIENT LENGTH AT EACH SPLICE CONNECTION, AT EACH ELECTRICAL CONTROL VALVE SO THAT
IN CASE OF REPAIR THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE CONTROL
WIRES.
AN EXPANSION CURL SHALL BE PROVIDED EVERY 100 FEET IN RUNS OF MORE THAN 100 FEET IN LENGTH. PROVIDE
LOOPED SLACK AT VALVES AND CHANGES IN DIRECTION OF 90 DEGREES.
USE A CONTINUOUS WIRE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES.
EXCEPT AS OTHERWISE APPROVED, DO NOT SPLICE WIRE AT ANY POINT.
ALL APPROVED SPLICES SHALL BE ENCLOSED IN AN ACCEPTABLE BOX.
EACH CONTROLLER SHALL BE PROVIDED WITH SEPARATE GROUND WIRE.
SYSTEM FLUSHING
AFTER ALL SPRINKLER PIPE LINES AND RISERS ARt IN PLACE AND CONNECTED, AND PRIOR ro INSTALLATION OF
SPRINKLER HEADS, THOROUGHLY FLUSH ALL LINES WITH A FULL HEAD OF WATER.
DO NOT INSTALL SPRINKLER HEADS UNTIL LINES HAVE BEEN FLUSHED TO THE SATISFACTION OF THE OWNER'S
REPRESENTATIVE
SYSTEM ADJUSTMENT
VALVES: ADJUST FLOW CONTROL FOR PROPER OPERATION.
HEADS: ADJUST FOR ALIGNMENT AND COVERAGE.
IF IT IS DETERMINED THAT COVERAGE CAN BE IMPROVED BY A NOZZLE CHANGE, MAKE SUCH CHANGES OR ARRANGE
WITH THE MANUFACTURER TO HAVE CHANGES MADE, AS PART OF THE WORK OF THIS SECTION.
MAKE CHANGES PRIOR TO ANY PLANTING.
, I II I
PRESSURE TESTS
PROVIDE All EQUIPMENT NECESSARY TO TEST SYSTEMS, INCLUDING FORCE PUMP.
PERFORM ALL HYDROSTATIC TESTS IN PRESENCE OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR.
TEST ALL PRESSURE SUPPLY LINES UNDER HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF 4 HOURS,
UNLESS OTHERWISE APPROVED.
DO NOT BACKFILL OVER ANY LINE MORE THAN IS NECESSARY FOR TESTING, UNTIL IT HAS BEEN INSPECTED,
TESTED AND APPROVED.
DO NOT INSTALL REMOTE CONTROL VALVES, QUICK COUPLERS OR ANY OTHER VALVE ASSEMBLY UNTIL TESTING IS
COMPLETED AND APPROVED.
COVERAGE TESTS
OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR
TEST SYSTEM TO ASSURE THAT ALL PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY.
MAKE ALL NECESSARY ADJUSTMENTS, INCLUDING REALIGNMENT OF HEADS, TO PROVIDE REQUIRED COVERAGE AS
DIRECTED BY OWNER'S REPRESENTATIVE
EXISTING TREES
ROOTS 2 INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE
A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, THE WALL OF
TREE SHALL SE KEPT SHADED WITH BURLAP OR CANVAS.
OPERATING INSTRUCTIONS
TRAIN THE OWNER'S REPRESENTATIVE MAINTENANCE PERSONNEL IN PROPER OPERATION OF ALL MAJOR EQUIPMENT,
INCLUDING RECOMMENDED WINTERIZATION PROCEDURES.
PROVIDE THIS TRAINING AT TH£ OWNER'S CONVENIENCE.
SUBMIT WRITTEN EVIDENCE THAT TRAINING HAS BEEN SUCCESSFULLY COMPLETED.
CLEANUP
UPON COMPLETION OF THE WORK, RESTORE GROU'ND SURFACES TO REQUIRED ELEVATIONS AND REMOVE EXCESS
MATERIALS, DEBRIS AND EQUIPMENT FROM THE SITE TO SATISFACTION OF OWNER"S REPRESENTATIVE
DIG ALERT
DIAL TOLL FREE
1-800-422-4133
~,I'•""
•11namrt1t _.. • ..,-a,.,,,.........,...,
i ....
c.arlsbad c.a
160 -4:34-2152
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUILT"
TITLE _______ _
REVIEWED BY:
INSPECTOR
DATE
DATE
1---1-----+------------+---+--1-------1 I siEET I CITY OF CARLSBAD I s~ETS I PLANNING DEPARTMENT :==='...:::::==::::::::===:::::::::===:::::::====::::...::::=~
IRRIGATION 5PEGIFGIATION5
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I ' Ii
Hilton Inn Conference
DWN BY: WDG
CHKD BY: WDG
RVWO BY: WDG
I
PROJECT NO.
SOP 97-19(A)
DRAWING NO.
431-4L
18
Pt
10
Aa
10
*
4
Tf Sr H+A
50150 mix
6
Aa
12
*
14
Cm
36
Lt
PJ..ANilNG, Pl.AN -($,flilOUNP 1..eve~J.
p
Ajuga rer,tari& '<1,iarit erorize'
carr,et eugle
l.. N
l"latted Mat. ®1:!" O.'-.
T
symbol
TREES
Fr
M
5n
Tr
~
5Hf'.UB5
Aa
~
* C.I
c.m
~
pt
Sr
10
*
I
I
J
I
I
I
I
I
l
I
I
I
I
20
Cl
2
------~
42
Cm
l.. e
eotanlc:.al Name
Fie.us rubiginosa 'Florida'
Metroslderos exc.elsus
5trelitzia nlc.olai
Trac.hyc.ar,:,us f'ortunei
Y'lashlngtonia robusta
Agave attenueta
Aga,:,antu!:> 'Peter Pan'
Asparegus d. 'Meyeri'
C.alii!:>temaon v. 'Little John'
c.arissa 'Tomlinson'
Hemeroc.alis Yellow'
Phormium tenex 'Bronze
Baby'
5trelftzia reinae
4
Sn
16
Cl
1
M
0
H+A
50150 mix
@18 110.c.
I
Fr
f!tOOi eAl'ltl'ltl!l'lt
/,,-,,NOT!!: SUBMIT SAMFI! TO L..A. 4 Cl'T'Y
INSFl!CTOI'. ,-0"-APFl'.OVAJ.. Flit.IOI'. TO
INSiAL.L.AilON.
e N
common Name
Rusty Lear Fig
N.Z. Christmas Tree
Giant Bird or Paradise
~lndmlll Palm
Mexic.an Fan Palm
nc.n
Hybrid Lily of' Nile
Meyer's Aspargerus
Dwarr Bottle Bru!:>h
Natal Flum
Day Lily
Hybrid Phormlum
Bird ofl Paradise
Size
36" Sox
48"
24"Box
15 gallon
!5rt. B.T.
15-20 b.t.
!5 gallon
1 gallon
®18"0.C:..
5 gallon
!5 gallon
1 gallon
® 18"0 .c:..
5 gallon
flt.emarl<.s
LOUJ Branc.h
L0UJ Branc.h
Standard
Straight wl no pups
Existing see note
50% of' area
w/ i:,ay L.iliee.
5 allon
I
I
i I I
I I
18 in
Depth
6'' Pert. ?VC
Pipe --,,1 Drirrn cap (some
as Irrigation pipe l see
Plan <llld irrigation Detail 8 -~
I
--3" Mulct, Cover //
//~ --Fert11iHrTal'lletf
/ 1/ ~-5"" Mlrt. Basin
,, --fin1ih Grade
of Rvot Biilll Amended f:)iaste
sand -Puddle &
Settle
514" .I crushed' ~ock _/
Piled Sump
PAJ..M Pl..
/ /
---.__ ---Scarffy 61rlea
& BottQtn of
~ootball
--$1o~e 1" p!!r F1
_ Equai I
C Spacing
Note: All hand planted ground 00Ver$ and shrubs planted
as ground covers shall be planted in this triangular pattern at
thee uat distances called for iri the lant le tmd.
Gl'ltOUND covel'lt 4
1 GAJ..l..ON eHl'ltUe Pl.ANTING,
N O T
Gu:t \N\re Requlre<l to
Support Tree (3.min}
Root SaH......,,.
s·et 1~ abovte:-,,,
Fm1s:h Grade '~~
Fertilizer Tablets.
!=lrepared Baci<fil1 ",
ft
Slop.-1".ffl:.-✓
AUger a 4HSump~
hole ,'1t below pit
backfill wI'Jl4"
--Set One Pipe @ U:r-N
Point of P!anting Pit
3" Muldi
i3'."Mh 6-uin
,. ·-Dee.dman (typ)
\ 4'x4'xitr
\pone. Slk.
\
Two 4" Pert ~vc
Pipe wi Or1.in Cap (ot<ut
a-s 1-rfigath:m plr,e } $Ef-
PIM and lrrlgaUon Detail
Tl'lt!!! Pl.ANTING w/ GUYING
61,
f\oot Ball -••t ---1------.
rootbiall 1" ablov -•Mr-y Mutch Cover finish-grade Set ~-ku 6" min Jlliliil--
4" 8a•ln Berm
ft Min
Auger a
3ft below
wl314"C
.From Rootball 10· Lod~pole Stffl«ls {2}
4"
Wrappedw
Fabric~ 2 per pit
(run 1 into sump)
--~2 x Roqt s,11 ··--·------
Backfill
T!Cl!!! Pl.ANTING
1, ALL <Si"1.0UND PLAIN PLANTING, AP'leAS SHAU. "1.l:C,E:IVE A LA'l""l':F< OF
COMME:"1.C,IAL <SiP'I.ADE: 0"1.<SiANIC. MULC.H 3 INC.HES THIC-K.
i
~
:s Ii
C.arlsbad c.a
160 -434-2152
2, ALL PLANTS THAT HAVE: AN ASTERISK BY THE:1"1. C.ONTAINE:I'?. 51ZE: IN THE: PLANT
LE:GE:ND Y'IILL fe.EC-EIVE A F?.OOT BARRIER BETll'IEEN THE ROOTBAU. AND
ADJAC.ENT HAre.DSC.APE:. SE:E DE:TAIL AND Sf'EC.IFIC.ATION.
"AS BUil T"
TITLE ______ _ DATE
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
REVIEWED BY:
... --------~ ---
ENGINEERING PLANCHECKER ATE INSPECTOR DATE
1 sH,EET I CITY OF CARLSBAD I sH;;Ts I 1----+---t--------------+----+---+---l-----1 PLANNING DEPARTMENT "-' t---+--t--------------1----+---+--+--~
fll'L.ANilNG !DLAN, Ll!Gl!NC, 4 t'l!TAIL.!>
Hilton Inn Conference
t--::-,-:-+=,.,.-+--------------1----1---+---l----l D BY: WDG _ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: WDG
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: WDG
I'
I
PROJECT NO.
SOP 97-19(A)
DRAWING NO.
431-4L
1.1 GENERAL CONDITIONS:
THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, AREA
PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO
THIS SECTION AS FULLY AS IF REPEATED HEREIN.
1.2 SUMMARY:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION
AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE
DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1
APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN.
. 1 RELATED WORK:
IRRIGATION SECTION 02'441
1.3 SUBMITTAL$:
UPON BEING AWARDED THE PROJECT, CONTRACTOR MUST SUBMIT LIST OF
SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES
OF EACH WITHIN 15 OR DAYS FROM AWARD CONTRACT.
1.4 GUARANTEES AND REPLACEMENTS:
. 1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN
HEAL THY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR
NINETY (90) DAYS, WHICHEVER COMES FIRST.
.2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS
CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A
PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE PROJECT. IF
TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY
AS STATED ABOVE.
.3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS
CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED
WITHIN FOURTEEN (14) DAYS.
.4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS
SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND
FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO.
1.5 OBSERVATION:
.1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT.
THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE
OF THE TIME OBSERVATION IS REQUIRED.
2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE
WORK:
A. PRE-CONSTRUCTION MEETING (COORDINATE WITH CITY INSPECTOR
760-815-6708)
B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE
SOIL.
C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING.
D. APPROVAL OF F'LANT MATERIALS
E .WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT
BEFORE PLANTING HOLES ARE EXCAVATED.
F. ORIENTING SPECIFIED TREES.
G. VERIFICATION OF FINISH GRADES.
H. APPLICATION OF PRE-EMERGENT HERBICIDE.
I. PRE-MAINTENANCE OBSERVATION
J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK,
EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE
AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE
MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR
ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF
THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT.
K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE
MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE
BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES.
.3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE
WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING,
(1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS
NECESSARY FOR COMPLETION AND ACCEPTANCE OWNER
.4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON
THE SITE AT THE TIME OF EACH OBSERVATION.
1.6 MAINTENANCE:
.1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED,
CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS
GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE
THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS.
.2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS
OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING
THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK.
.3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN
IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL
BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING
APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING,
FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING,
WEEDING CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF
MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS,
NOXIOUS GRASS, ALL OTHER UNDESIRED VEGETATIVE GROWTH AND
DEBRIS. ALL PLANTS FOUND TO BE DEAD IN AN IMPAIRED CONDITION SHALL
BE REPLACED IMMEDIATELY WITHIN 3 DAYS.
.4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE
APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS
AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS
THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE
PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL
TEST MAY REDUCE APPLICATION RATE.
.5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT,
IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UN HEAL THY
CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING
LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED
MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ADDITIONAL MAINTENANCE OF THE OR WORK AT NO CHANGE IN CONTRACT
PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE.
.6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL
BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
I '
THE CONTRACTOR AND SHALL EMPLOY, AT HIS OWN EXPENSE, A
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT
THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET
FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH
CIVIL ENGINEER DRAWINGS.
1.8 GENERAL REQUIREMENTS:
.1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED
WITH TREES, SHRUBS AND GROUNDCOVERS.
.2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN
WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH
LOCALLY ACCEPTED HORTICULTURAL PRACTICE.
.3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OF DEBRIS
ACCUMULATED DURING THE DURATIION OF THE PROJECT, SHALL BE
REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING.
. 4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT
MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND
TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS.
IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS,
NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF
ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR
MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS
HEREIN SPECIFIED.
.5 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY
DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE
OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A
LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE UNTIL THE
MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS
AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED.
.6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH
ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND
IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE
DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS.
. 7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE
ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND
SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS.
.8 ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION
EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY
DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS.
.9 SPECIMEN TREE SELECTION:
A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON
DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE
PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION.
B THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT
APPROVED.
C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN
THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND
LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH,
OR AS OTHERWISE SPECIFIED ON DRAWINGS.
.10 REJECTION AND SUBSTITUTION :
A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN
SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS,
WEATHER IN PLACE OR NOT, SHALL BIE MARKED AS REJECTED AND BE
IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED
WITH ACCEPTABLE PLANT MATERIALS. THE PLANTS MATERIAL SHALL MEET
ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE
OF THE SPECIES, VARIETY, SIZE, AGE , FLOWER COLOR AND CONDITION AS
SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO
CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES,
VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING
DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE
ARCHITECT & CITY INSPECTOR.
.11 UTILITIES:
A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE
ii-JSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS
PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE
PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE
UTILITIES.
1.9 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL
PREPARATION CONFORMANCE TEST:
.1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-
MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE
SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS
AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL
INVOICE SUCH MATERIALS, COMPARING THE TOTAL AREA AND/AND OR THE
AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN
FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF
ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS
SPECIFIED.
. 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL
CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING
OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED
COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR
SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL,
COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES
OF APPLICATION HAVE NOT BEEN MET. THE ARCHITECT WILL REQUIRE THE
DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO
FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED.
.3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE
REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE
CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE
PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN
WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT
SAMPLES TO A LICENSED SOI LS TESTING LABORATORY(PRE-APPROVED BY
THE CITY). SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND
AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE
UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG
WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL.
RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND THE
CITY FOR APPROVAL
.4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE
ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR
SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE
BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED
SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL
LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE
TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE
CONTRACTOR.
.5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL
BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR
TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS
LABORATORY SHALL BE BORNE BY THE CONTRACTOR.
i i
!
PART 2 -PRODUCTS
2.1 SOIL AMENDMENT AND FERTILIZER:
i
. 1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC
FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH
LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT
THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0,
ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90 %, NON-IONIC
WETTING AGENT AND TOT AL NITROGEN CONTENT OF 0.5 %. (LOAMEX,
WIL-GRO, LIFE FOREST HUMUS).
.2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED
GYPSUM (CASO 2H20) WITH MINIMUM 80 % GRADE CONTAINING 14 %
COMBINED SULFUR.
.3 IRON SULFATE (EXPRESSED AS METALLIC) 19 % OF QUALITY APF'ROVEO BY
ARCHITECT.
.4 SULFUR (SOIL) (ELEMENTAL) 99 % OF QUALITY APl'ROVE'D BY ARCHITECT.
.5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL
CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT
OF PLANT FOOD:
NITROGEN 1.0% MINIMUM
PHOSPHORIC ACID 10.0 % MINIMUM
POTASH 10.0% MINIMUM
.6 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL
CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT
OF PLANT FOOD:
NITROGEN 21.0% MINIMUM
PHOSPHORIC ACID 0.0 % MINIMUM
POTASH 0.0% MINIMUM
.7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL
CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT
OF PLANT FOOD:
NITROGEN 16.0% MINIMUM
PHOSPHORIC ACID 20.0% MINIMUM
POTASH 0.0% MINIMUM
.8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS,
FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT,
AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES
BY WEIGHT OF PLANT FOOD:
NITROGEN 7.0% MINIMUM
PHOSPHORIC ACID 9.0 % MINIMUM
POTASH 4.0% MINIMUM
.9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP t'YPE
COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE
FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN 20.0% MINIMUM
PHOSPHORIC ACID 10.0 % MINIMUM
POTASH 5.0% MINIMUM
.10 SOIL ENHANCER SHALL BE SAVRON.
2.2 PLANTING BACKFILL:
PLANTING BACKFILL SHALL BE FINALIZED WITH THE RECOMMENDATIONS
FROM THE SOIL ANALYSIS. PRELIMINARY SPECIFICALTION ARE A
THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL
AMENDMENTS AT THE FOLLOWING MIXTURE:
SOIL CONDITIONER 1/3 CU. YD.
SITE SOIL 2/3 CU. YD.
IRON SULFATE 1 LB./PER CU. YD. OF MIX
GYPSUM 10 LBS./PER CU. YD. OF MIX
2.3 STAKING MATERIALS
STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT
SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF
UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF
LOOSE KNOTS, SPLITS BENDS. STAKES SHALL BE NO LESS THAN TEN (10)
FEET IN LENGTH.
2.4 GUYING MATERIALS:
.1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE.
.2 ANCHORS (DEAOMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4
INCHES OF SOLID LUMBER, 1' -6" IN LENGTH.
.3 HOSE FOR COVERING WIRE SHALL BE 2-PL Y REINFORCED RUBBER, USED
OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER.
.4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8
INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS.
.5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL.
2.5 PLANT MATERIALS:
. 1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS
HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN
ANNOTATED CHECK LIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA,
OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND
"AN ANNOTATED CHECK LIST OF ORNAMENTAL PLANS OF COASTAL
SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH
PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF
AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS.
.2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK.
THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE,
INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS
SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT.
.3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES)
SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT
OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR
BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE
PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED
ROOTS OR BROKEN BALLS SHALL BE PLANTED.
.4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN
APPROVAL FROM THE ARCHITECT.
.5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR
STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR,
AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR
CERTIFICATES PRIOR TO DELIVERY OF PLANS TO SITE.
' '
' I I 11
.6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR
REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING
PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS
AND INJURIES.
.7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS
SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL
WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY
AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO BOTH THE ARCHITECT'S &
THE CITY INSPECTOR'S WRITTEN APPROVAL. THE ARCHITECT WILL NOT
SIGN OFF ON THE INSTALLATION IF SUBSTITUTIONS ARE MADE W/O HIS
APPROVAL
.8 QUANTITIES SHALL BE FURNISHED AS NEEDED T,0 COMPLETE WORK
SHOWN ON DRAWINGS .
.9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF
ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND
DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE
SAMPLE .
.10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE,
WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE
SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT.
.11 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED
CUTTING GROWN IN FLATS UNTIL TRANSPLANTING .
. 12 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR
EQUAL.
.13 WEED ERADICATION SPRAY WILL BE ROUNDUP.
2.6 ROOT BARRIERS ALL TREES WITHIN 5 FEET OF HARDSCAPE SHALL
RECEIVE A ROOT BARRIER. ALL BARRIERS SHALL BE PLACED NO CLOSER
THAN 2 FT. FROM THE TREE TRUNCK. BARRIER SHALL BE A RIP SYSTEM,
POLYETHYLENE WITH A MIN. THICKNESS OF 0.08".
PART 3 -EXECUTION
3.1 SITE PREPARATION AND WEED ABATEMENT:
. 1 GRUB AND CLEAN PLANTING ARE, REMOVING DEBRIS AND ROCK AND
ERADICATING WEEDS.
. 2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO
COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK.
3.2 WEED ABATEMENT "
.1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS,
ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM
THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER
21-0-0 PER ACRE.
.2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE
DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR
THREE (3) DAYS AND SPRAY NON-A SELECTIVE HERBICIDE "ROUNDUP" TO
ERADICATE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD
SHOULD BE 7-10 DAYS.
. 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE
OF THESOIL.
.4 IF PERE'NNIAL WEEDS OR GRASSES STILL EXIST, RE'-WATER EVERY DAY
FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH
APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER
HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL.
3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING:
.1 FOR AREAS LESS STEEP THAN 2:1:
AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF
SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY
SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY
SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A
MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE
INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND
COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL
CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT.
A. SOIL CONDITIONER 5 CU. YD. PER 1,000 SQ. FT.
SOIL SULFUR 10 LBS. PER 1,000 SQ. FT.
IRON SULFATE 20 LBS. PER 1,000 SQ. FT.
GYPSUM 250 LBS. PER 1,000 SQ. FT.
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY
REDUCE OR INCREASE QUANTITIES.
B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF
40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO
INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING
OPERATION.
C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE
FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR
BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED.
.2 FOR AREAS 2:1 AND STEEPER:
AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED
GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL
BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR
ROTOTILLING SHALL BE COVERED.
A. GYPSUM 250 LBS. PER 1,000 SQ. FT.
SOIL SULFUR 10 LBS. PER 1,000 SQ. FT .
IRON SULFATE 20 LBS. PER 1,000 SQ. FT.
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY
REDUCE OR INCREASE QUANTITIES.
.3 DEEP WATER LEACHING:
A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION
SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE
DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS
APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A
MINIMUM OF SIX INCHES OF WATER.
B. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL
BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR
TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS:
ECE -MAXIMUM 3.0 X 10.3
PH -MAXIMUM 7.5
A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE
REQUIRED BY ARCHITECT.
C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL
BE REPEATED BY CONTRACTOR IF TESTS SHOWA NEGATIVE RESULT.
EXPENSE OF TEST, RE-APPLICATION OF A SOIL AMENDMENT AND LEACHING
OPERATION SHALL BE BORNE BY CONTRACTOR.
D. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF
THE COMMERCIAL FERTILIZER 6-20-20.
E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY
THE ARCHITECT IN WRITING.
F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES
NOT CAUSE EROSION OR $LUFFING OF SOILS .
G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES
GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED
TOPSOIL AND BROUGHT TO FINISH GRADE.
3.4 FINISH GRADING:
.1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND
LANDSCAPE DRAWINGS.
.2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER-COMPACTED
AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1
FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL
ENGINEER'S DRAWING. UNLESS OTHERWISE NOTED. FINISH GRADE SHALL BE
2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS
AND 1" BELOW IN LAWN AREAS .
.3 FINISH GRADES HALL BE MEASURED AT THE TOP SURFACE OF SURFACE
MATERIALS.
.4 MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL
CHANGES IN SLOPE.
.5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES
RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS,
SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE
INITIATED.
.6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND
AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER
UNDERGROUND UTILITIES DURING AND GRADING CONDITIONING
OPERATIONS .
. 7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE
WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND
TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. .a FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE
PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN.
.9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2)
PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL
BUILDINGS.
3.5 PLANTING:
.1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF
GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE
ARCHITECT, PRIOR TO THEIR PLANTING.
ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE
WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF
UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN
THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE
PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING
UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
. 2 PLANTING TREES, SHRUBS, AND VINES:
A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH
ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED
ON DRAWi NGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO
PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF
ROOT BALLS OR ROOTS.
B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL
ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED
FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO
BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY
STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND
BEDS .
C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE
SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT.
D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING
VERTICALLY ON OPPOSITE SIDES OF EACH
E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE
HERETO FORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO
PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET
OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF
SPRINKLER HEADS .
F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED
GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE
SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING
BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLES AROUND
EACH ROOT BALL TO FILL ALL VOIDS.
G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE
HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE
PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL.
H. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE,
LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING
RATES:
(1) -5 GRAM TABLET PER LINER ANO FLAT SIZE PLANT.
(1) -21 GRAM TABLET PER 1-GALLON CONTAINER.
(3) -21 GRAM TABLETS PER 5-GALLON CONTAINER.
(5) -21 GRAM TABLETS PER 5-GALLON CONTAINER.
(1) -21 GRAM TABLET PER EACH 3" OF BOX SIZE.
1. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED.
EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION.
J. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DE'PTH OF
EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING.
K. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE
POLE ST AKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE
PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN
IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING
IN OF THE STAKE DOES NOT DAMAGE THE TREES ROOTS OR ROOT BALL.
TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING
FIGURE S'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE
DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE
STAKE. (SEE DETAILED DRAWINGS).
L. ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED .
M. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER
AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE
PLANTS, PROPERTY, AND THE PUBLIC.
N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND
SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF
THE TREES, SHRUBS, AND VINES.
0. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS,
AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED
STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT.
PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE
UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH DIAMETER
SHALL BE PAINTED WITH APPROVED TREE SEALANT.
P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH
A CRANE.
Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO
THE DIGGING OF THE HOLE.
.3 PLANTING GROUNDCOVERS
A. GROUNOCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE
DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS
GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL
TRANSPLANTING.
B. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND
ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED
OUT ON THE DRAWINGS.
C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO
COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH
PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL Bl!:
IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS
SOAKED TO THE FULL DEPTH OF ALL THE HOLES.
D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-SMOOTHED AFTER
PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE.
E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM
WHERE SHRUBS AND TREES ARE PLANTED .
3.6 HERBICIDE APPLICATION:
PRE-EMERGENT HERBICIDE SHALL BE APPLIED TD GROUNDCOVER AREAS
ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO
NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE
NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION.
3.7 CLEAN-UP
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A
NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER
COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND
CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP
AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT
TO PLANTINGS.
CAN WITH NURSERY CAN OPENERS, TIN-----------------------r-------------:----------i
"AS BUILT" SNIPS, OR OTHER APPROVED INSTRUM-
ENTS FOR THIS PURPOSE. ALL USED
CONTAINERS SHALL BE REMOVED TO
THE STORAGE AREA OR FROM THE
SITE DAILY.
TITLE ________ _ DATE
B. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000
SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY
SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE
AREAS SHALL BE COVERED.
ENGINEER'S SIGNAnJRE REQUIRED ON PAGE 1 ONLY
APPROVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
REVIEWED BY:
I 11
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Garlsbacl Ga
160 -434-2152
I i
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
I S~ET I CITY OF CARLSBAD 1-----11----i----------------f-----t--t----t--J "' PLANNING DEPARTMENT 1-----1----1--------------t---+--t--i---i
PLANTING 5PEC.IFIC.ATION5
Hilton Inn Conference
A_P_P_Ro_v_E_D==---1~~~===~~~-Z-ZJ/-of.
ASSISTANT PLANNING DIRECTOR DATE
DATE INl11AL
REVISION DESCRIPTION
DATE IN171AL DATE INl11AL
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
DWN BY: WDG PROJECT NO. DRAWING NO.
CHKD BY: W□G SDP-97-19(A) 431-4L RVWD BY: WDG
II' 1 I I'
I
GENERAL IRRIGATION NOTES:
1. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE
AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH POINT Of
CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO
CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE
INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE
IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORiZED REPRESENTATIVE.
2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN
PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED
IN PLANTING AREAS WHERE POSSIBLE. BELOW PAVED AREAS A MINIMUM OF 6"
LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING.
3. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY INSPECTOR,
f(760) 815-6708], THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL
f<EQUiREMENTS OF THIS WORK.
4. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTiONARY MEASURES TO
PROTECT UTILITIES ANO ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
PLANS, AND HE IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO,
THESE LINES OR STRUCTURES.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT
INCLUDING THE SAFTEY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENTS
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD OWNER AND
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
6. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN
IT IS OBVIOUS, IN THE FIELD, THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR
DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CON-
SIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD
BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT
THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILllY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER.
7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR
OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WAl,.KS, ROADWAYS,
AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING
THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO
THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING
FLOW FOR EACH SYSTEM.
8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED iN SHRUB OR GROUND COVER
AREA~ SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1"
(INCH) ABOVE FINISHED GRADE.
9. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE
INSTALLED SO THE TCP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDE-WALK OR CURB.
10. IN OPEN SEEDED LAWN AREAS SET TOP OF POP-UP TYPE SPRINLER HEADS
3" ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN
HEADS BY THE CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEADS IS
FLUSH WITH FINISHED GRADE, SHALL BE ACCOMPLISHED WITHiN TEN (10) DAYS
AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF
THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.
12. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER
LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET
TO THE AUTOMATIC CONTROLLER.
13. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE
TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON AI_L
SPRINKLER SWING JOINT AND VALVE ASSEMBLIES.
14. IT IS THE RESPONSIBILllY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH
ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL
COORDINATE HIS WORK WITH THE SUBCONTRACTORS FOR THE LOCATION AND THE
INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING
STRUCTURES, ETC.
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15. IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON
THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION
OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.
16. INSTALL POP-UPS W/IN 10 FT. OF ALL PEDESTRIAN USE (PER CITY OF CARLSBAD)
17. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE.
CONTROLLER SEQUENCE ____ ~(::::.:,_::\_ __
REMOTE CONTROL VALVE SIZE ---0 ~--GALLONS PER HOUR
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Carlsbad ca
'160 -4:34-2152
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
SYM. DESCRIPTION MANUF. a: PART NO. GPM RAO PSI I.RC
,_ FULL CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-U 8F 1.05 8 30 360
~ 1 /2 CIRCLE SPRAY HEAD RAIN BIRO 1812-SAM-PRS-U-8H .52 8 30 180 ,,.._, 120 DEGREE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-U-IIT .35 8 30 120
' ., 1/4 CIRCLE SPRAY HEAD ~.,N BlRD 1812-SAM-PRS-U--• · .26 6 30 90
~, .. , 1 /2 CIRCLE SPRAY HFAn nuu n,nn <1G1? oto&u ntx." .JI. <1nu .82 10 30 180
120 DEGREE SPRAY HEAD RAIN BIRD 1812 SAM PRS U 1= .55 10 30 120
(~ 1/ 4 CIRCLE SPRAY HEAD n&1u o,nn 4G'l?-~&u_nn~ .II, .1nn .41 10 30 90
'" n.1LL .:11r.lP ~ro:, Hi;;.rw fV'lll' tsft(D 101.i: -.:aAM· ·t1G)' 101.i.:>! 1.21 +•.av 30
I I 1FL ~•mr ,u1rn.1 H~ RAIN BIRD 1812 SAM PRS 15EST .61 4x r~ 30
LI CENTER STREAM BUBBLER RAIN BIRD 1812-SAM-PRS-CST-B .5 5 30
/ICl 1 / 4 STREAM BUBBLER RAIN BIRO 1812-SAM-PRS-Q-B ., 5 30
Ml ADJ FULL CIRCLE BUBBLER RAIN BIRO 1300-F -1.7 30
SYM. DESCRIPTION MANUF. le PART NO.
" REMOTE CONTROL VALVE. 3/4 INCH RAIN BIRD DV
REMOTE CONTROL VALVE, 1 INCH OR LAGER RAIN BIRD PESB SERIES
[BJ RECYCLED WATER -1-1/2" EXISTING (WEST EDGE OF SITE)
* . QUICK COUPLING VALVE NELSON 7645
liMII BALL VALVE, LINE SIZE KING BROS. TRUE-UNION PLASTIC VALVES
PEDESTAL CONTROLLER IRRITROL -MC PLUS SERIES W/ ~ RAINGARD SHUTOFF
INSTALL PER MANUF.
---RECYCLED WATER PRESSURE MAINLINE 2", 2··1/2", 3" USE PVC CLASS 315
ALL LINES UNDER VEHICULAR PAViNG AND COLORED PURPLE 1-1/2" AND SMALLER USE PVC SCH. 40
NON PRESSURE LINE 3/4" AND LARGER PVC CLASS 200
COLORED PURPLE 1/2" PVC CLASS 315
--PVC SLEEVE, SEE NOTE BELOW PACIFIC PLASTIC; SIZE INDICATED ON PLANS --
ALL MAINLINE AND LATERAL PIPING USED IN RECLAIMED WATER IRRIGATION SYSTEMS (IRRIGATION METERS
1 SHALL BE PURPLE COLORED PVC. TYPICAL
SLEEVING NOTES
DETAIL NO.
7
7
7
7
7
7
7
7
7
7
7
REFERENCE
DETAIL NO. 5
PER DISTRICT
DETAIL
DETAIL N0.3
DETAIL NO. 2
DETAIL 6
N/A
N/A
PER PLAN
1.-UNDER VEHICLE PAVING INSTALL MAIN, LATERALS AND WIRING IN SCH 80 PVC SLEEVE W/30" COVER
2.-UNDER PEDESTRIAN PAVING INSTALL MAIN AND WIRING IN SCH 40 PVC SLEEVE W/18" COVER
3.-UNDER PEDESTRIAN PAVING INSTALL LATERALS iN SCH 40 PVC SLEEVE W/12" COVER
LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL
NOTES (TYPICAL):
1) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.)
INTERF.ERE WITH THE SPRAY PATTERN OF THE SPRINKLER rlEADS SO AS TO PREVENT
PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM
BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE
OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS
SHALL BE MADE AT NO AD.DITIONAL COST TO THE OWNER.
2) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR
SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE.
3~ ADJUST ALL SPRINKLERS FOR HEAD-TO-HEAD COVERAGE.
4 INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA, ONLY.
5 AFTER ESTABLISHMENT OF ALL PLANT MATERIAL, CONTROLLERS SHALL BE PRO-
GRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME.
6) CONTROLLER SEQUENCE FOLLOWED BY AN 'a', 'b' OR 'c' LETTER INDICATES THAT
THE VALVES ARE TO BE CONNECTED TO THE SAME STATION NUMBER AS NOTED ON
DRAWINGS TO START IRRIGATING SIMULTANEOUSLY, e.g,. VALVE A4b AND VALVE A4c
ARE TO BE CONNECTED TO THE SAME STATION NUMBER 4 AT CONTROLLER 'A'.
7) INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE.
8) ALL IRRIGATION HEADS WITHIN 10 FEET OF ANY PEDESTRIAN AREA SHALL BE INSTALLED AS POP UPS.
0
& No Tee
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
, "AS BUil T"
"""'"""""' I, ._.
INSPECTOR
NOV. :?I!>, 2006
DATE
DATE
1-----l~--+-----------+--t----t----t----t I S~ET I CITY OF CARLSBAD I S~EETS I
-i PLANNING DEPARTMENT -i ::=:==--=================-===~ AS SUIL.T
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IFtFt.lG-ATION PL.AN
Hilton Inn Conference
ASSISTANT PLANNING DIRECTOR
DWN BY: .......WO.(L PROJECT NO.
CHKD BY: _WDG SDP-97-19(A) RVWD BY: WDG
DRAWING NO.
431-4-L