HomeMy WebLinkAboutDWG 428-9SS; CT 03-02; CARLSBAD RANCH PA 5; 01-18LANDSCAPE CONSTRUCTION PLANS FOR
CARLSBAD RANCH, PLANNING AREA 5
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DECLARATION OF RE SPON SIBLE CHARGE :
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I ll NOT TO
---'--''"'-''--SC ALE
I HEREB Y DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECT!ON 6703 OF THE BUSINESS AND
PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS
I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICAT!ONS BY THE CITY OF CARLSBAD
ANO SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY ANO DOES
NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIB/LIT!ES FOR PROJECT DESIGN.
THESE PLANS HA VE
PLAN, WATER ca
LANDSCAPING.
A 'ED IN SUBSTANT!AL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT
P N, FIRE PROTECT!ON PL AN, ANO ALL CONO/TlONS OF APPROVAL RELA TEO TO
BY: DATE
PHONE NO: ( 949 ) 276-6500
REGISTRATION NO: ~4~40~5~---EXP/RATION DA TE: 09-30-26
WATER EFFICIENT LANDS CAPE DECLARATION:
I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE ANO /RR/GA TION PLANS CONTAINED IN THE CITY OF
CARLSBAD'S LANDSCAPE M UAL & WATER EFFICIENT LANDSCAPE REGULA T!ONS I HA VE PREPARED THIS PLAN
IN COMPLIANC. Wl Ti-, REGULATIONS ANO THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN
IMPLEMENTS R 1/_ TIONS TO PROVIDE EFFICIENT USE OF WATER.
LLOYD DATE
p ( 949 ) 276-65 00
REGISTRA T/ON NO: ~44~0=5 ____ EXP/RATION DA TE: 09-30-26
BACKFLOW PREVENTER TESTING :
ALL BACKFLOW PREVENTERS SHALL BE BY A CERT!F/EO TESTER ANO RESULTS MUST BE GIVEN TO THE CITY AND
THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS PIPE
BETWEEN THE METER ANO THE BACKFLOW PREVENTER SHALL BE ''SCHEDULE K HARD COPPER ''.
INSPE CTION PROCEDURES:
INSPECTION PROCEDURES INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF
WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS
ANO REQUIRED SUBMITTALS FOLLOWING COMPLETION OF TH£ WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL
CERTIFY THAT THE INSTALLA T!ON HAS BEEN COMPLETED BY SUBMITT!NG THE "CERT!FICA T!ON OF COMPLETION" FORM.
A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECT!ON
REQUEST LINE.
"FINAL LANDSCAPE CERT!FICA T!ON FORM" EMAIL TO: GLEN@TR/B-LA. COM.
LANDSCAPE INSPECTION REQUEST PHONE LINE.-(760) 436-9300 x/01
PRIOR TO BEGINNING LANDSCAPE WORK:
THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF
WORK SHALL REVIEW THE PROJECT UTILITY LOCA T!ONS ANO REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES
FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH ANO ROOTS
AS -BUILTS:
IRRJCATJONAS-BU/l T PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED If Y !HE
ENG!IVEERINC AND PLANNING DIV!5!0/V:£ THE F/,11/AL PLA .IVSSHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM
Know what's below. DIMENS/011/S PROVIDED BY THE CONTRACTOR. FIii/AL AS-B/i/LT PLA NS SHA LL BE DRAFTED CLEAR[ V TO THE SA 1/SfAC/JON OF Call before You d"lg THRC!l'Y, ANDFINAL AS-BU//.T Pl.4NS W/LL BE REQU/Rf,I) JO BE.'REVIEWED AND APPROVEDBYTHECITYPRJOR TO RELEASE
' OFSt CUR!lJES
SHERATON HOTEL 6
LOCAT ION
NOTES:
!. A SEPARA TE CITY RE VJDV AND APPRO VAL IS REQUIRED FOR ANY PORTIONS
OF THESE PLA NS REQU!R!NG A BUILD/IVG PERMIT CITY APPROVAL OF THESE
PLANS IS FOR LANDSCAPHPlAIVJ!NCAND IRRJCAT!ON ONLY
2. SEE APPROVED CITY DWC#428-9PP FOR ADDITIONAL fiVFORMA TIO.IV OF
EXIST/iVG POINT OF CONNECT/ON METER AND JRRJGAJJON EQU!PTMENT
SUCH AS BACKFLOW PREVENTER, CONTROLLER MASTER VAL VE AND FLOW
SENSOR.
J. ALL GRADING ON SITE SHALL HA VE POSITIVE SURFACE DRAINAGE (2.%
MfiV!MUM GRADE fiV f'LANJIIVC AREAS)A WAY FROM STJIUCJVRES AND
TERM/NA TING IN AN APPROVED DRAIN A CE SYSTEM
4. ALL PROJECT SJGNAGE AND MONUMENTS SHALL RE()UJRE A SEPARATE
PERMJT UNDER THE CITY OF CARLSBAD SIG.NA GE REV!EW PROCESS
NOT TO
SCALE
SHEET INDEX
TITLE SHEET
CONSTRUCTION PLANS
CONSTRUCTIION DETAILS
CONSTUCTION SPECIFJCA TONS
I
2
3-4
5
IRRIGA TION RECYCLED WATER TITLE SHEET
IRRIGATION PLANS
6
7
IRRIGA TION LEGEND AND NOTES
IRRIGATION HYDROZONE MAP
IRRIGATION DETAILS
IRRIGATION SPECIFICATIONS
PLANTING PLANS
PLANTING DETAIL S
PLANTING SPECIFICATIONS
VICIN ITY
PROJECT SITE
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NOT TO
SCALE
CITY OF VISTA
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APP ROVED FOR
/RR/GA TION AND PLAN TIN G
ONLY, INCL UD IN G PRECI SE
LOCA TION OF PLANTING
AREA.
AS~BUIL T
RCE __ _ EXP ___ _ DA TE
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7859 Sitio Coco
Cmlsbad, CA 92008
TEL 9 4 9 2 76 6500 t-------------------,i=
.,.,,,,-.sJai OJ C.co m REVIEWED BY:
INSPEC TOR DATE c::
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>-----+---+------------+--+----+----+------' I SHlEET 1 1 CI TY OF CARLS BAD ~
. PLANNI NG DIVISION "'
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CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6 u
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APPROVED:
PLANNING
DATE INITIAL OWN BY: DATE INITI AL DATE IN ITIAL CHKD BY:
PROJECT NO.
Ml LPC2024-0020
",/7 JJ 2[f
DRAWIN G NO.
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DESIGNER OF WORK R EVISION DESCRIP TI ON 8 L ____ J Eixp~l,'.'.:o!_!:tio~n_!D~o'.!_:te::_:· l~l9-:!!1(!:i)-2~sc:::::_:_:::,L ___ _::__:,_:__:_::,,:,_,:, __ _:__ ____ l.:'.'.:'.:'.:__'.::'.~~L::'..'..:__..'.'.'.:'.:~~-=======::_'.:========~=====J~ OTHER APPROVAL CITY AP PROVAL RVWD BY: Ml DEV 03006 428-9SS
Know what's below.
Call before you dig.
GENERAL CONSTRUCTION NOTES
l. CONTRACTOR SHALL NOT WILLF ULLY PROCEED WITH CONSTRUCTION
AS DESIGNED WHEN [T rs OBVIOUS THJ\T UNKNOWN OBSTRUCTJONS
AND/ OR GRADE DIF FERENCES EXIST THAT MAY HA VE NOT BEEN
KNOWN DURING DESfG N. SUCH CONDfTfONS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHfTECT AND
THC CITY/COU NTY REP. FAILURE TO GIVE SUCH NOTIFICATION SHAL L
RESULT IN THE CONTRACTOR ASSUMING FU LL RESPONSIB ILITY FOR ALL
NECESSARY REVISIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF F AM[LIAR
WITH ALL UNDERGRO UN D UTILITIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED
DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH
OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION
OPERATIONS.
4. REFER TO CIVIL ENGlNEER'S PREClSE GRADING PLANS FOR ALL DRAlNAGE
AND GRADING REQ UIREMENTS. DEVIATIONS FROM T.G., F.G. & H.P.
ELEVATIONS WILL NOT BE ALLOWED WITHOUT THE CIVIL ENGINEER OF
RECORD & ClTY REPRESEN TATIVE'S APPROVAL. GRADING & ELEVATIONS
...MUST BE CERT IFIED BEFORE PLACEMENT OF PLANTS & MULCH.
5. CONTRACTOR SHALL COORDINATE fRRIGA TION SLEEVE LOCA TlONS
UNDER PAVED AREAS AS REQUIRED. REFER TO fRRIGA TfON PLANS.
6. 1F IN THE FIELD, SCALED DI MENS!ONS CONF UCT WfTH WRITTEN
GRADES, AND/OR DIMENSIONS, THE \\iRITTEN INFORMATION SHALL
TAKE PRECE DENCE.
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SYMBOL LEGEND
EQ. 1'.QUAL
'L PROPERTY LIN E
AC AIR CONDITlON fNG UN lT
PA PLANTER AREA
<t_ CENTE RLINE
SQ. SQUARE
TYP. TYPICAL
SIM. SIMILA R
r I AREA DRAINS & DRAIN LIN ES PER CIVIL'S PLANS
p A YING LEGEND (ALL CONC. FLATWORK TO BE 4000 PSI CONCRETE MTN.)
@ CONCRETE PAVING TO MATCH EXISTING, THICKNESS, sun-BASE AND
COMPACTED SUB-GRADE REQUIREMENTS PER SOILS REPORT &
ENGINEER -SEE DETA[L A/3
@ ART ll'ICJALTURF -TBS , INSTALL PER MANUFACTURER'S
SPECTFICA TlONS
CONSTRUCTION NOTATION
(I] EXISTING PAVING TO RE!'v1i\!N
(I] ALUfv11NlJM EDGING -SEE DETAIL B/3
(TI DRAlN1\GEPERCJVlL PLANS
[I) LOW STUCCO-\'.'ALL -SH FJET.\JL O,'J
OJ LOW STLCCO WALL W' TS PELT & SUSJ'l::NDEl:)t!Bl-FF---SE-1::----BE-FMbffi
OD fl RE PIT T,\Bl::£--ffiS-
NOTE: ALL "OI{ EQUAL" ITEMS SHALL BE APPROVED BY THE LAI\TJJSCAPE AR Cl llTECT PRJOR TO PURCHASE AND/OR
INSTALLATJON. Ir ITEMS DO NOT lvlATCH SPEC __ CONTRACTOR SHAl,L BE REMOVE AND REl'LACL SAID ITEMS \VITH
ITf::MS THAT IVJATCH SPEC. TO THE SATISFACTlUN or THE LANDSC:\PE ARCHITECT AND OWNER, ALL AT NO COST TO
Tl IE OWNER
LIGHTING LEGEND
SYM MFG PART/ MODEL NO. DESCRIPTlON
! PHILIPS BL50 16-A-LED7-FL-W -UPLIGHT HADCO TM I H/TMS!0/MFI
--
NOTES:
A.
B.
C.
D.
CONTRACTOR SHALL COORDIN ATE CONNECTlONS WITH EXISTlNG LIGHTING
ON SITE.
ALL LIGHTS TO HAVE BLACK FINISH
MAGNETIC TRANSFORM ER REQUIRED FOR LIGHTING SYSTEM
FINAL LOCATIONS TO BE DETERMINED AND FIELD VERfFY
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frr,.d pi,11,n i ng
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GRA PHIC SCALE
10' 0 10' 30
k~ ====----! SCALE: 1"= 10'
APPROVED FOR
!RR/GA T!ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA.
AS -BU ILT
RCE ___ EXP ____ _ DATE CJ
7R59 Sitio Coco
Carlsbad, CA 92008
T E L 949 27" 0 5 00 t--------------------13: 0 ._, "'"' 1i' SJ Cl } n c . C() !I! REVIEWED BY:
INSPECTOR
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PLANNING / ~ "'
DA TE
'" 8 DATE INITIAL DATE INITIAL N
OWN BY: k(' PROJECT NO. DRAWING NO.
CHKD BY: Ml LPC2 024-0020 428-9SS DESIGNER OF WORK REVISION DE SCR IPTION OTHER APPROVAL CITY APPROVAL s
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RVWD BY: Ml DEV 03006
C B
F
G E
A
D
LE GEND
(D 1/4" POLY FELT EXP ANSlON JOINT -flLL
TOP 1/4" WJTI I Tl IIOKOL OR APPROVED
EQUAL
CONCRETE THICKNESS MATRIX
DRIVEWAYS&APRONS PER SOI LS REPORT
WALKS THICKNESS PER SOI~L=s R=E=p=o=RTe-,
SCORELINE & EXPANSION JOINT SCHEDULE
WIDTH OF SCORE I EXPANSIONTOINI··=s -----,
WALK
4' 4' O.C. WITH EXPANSION JOINTS AT 20' O.C.
5' 5' O.C. WITH EXPANSION JOINTS AT 20' O.C.
6' 6' OC. WITH EXPANSION JOINTS AT 20' O.C.
G) l/2" RADTUS TYPICAL
@ COMPACTED SUBGRADE PER SO ILS
REPORT (2) FIN1SH SURF ACE -SEE CONSTRUCTION
LEGEND FOR FINISH 0) REINFORCEMENT PER SOILS REPORT
G) REINFORCEMENT PER SOILS REPORT ® LA YER Of' CLEAN CRUSHED GRAVEL
8) J" DEEP MIN. SAW CUT LINE
CONCRETE PA YING
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7859 Sitio Coco
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APPROVED FOR
!RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
AS -BUI LT
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
f-----+---+--------------+----+-----+----+-------1 I sH3EET I l_c_1_TY_o_F_c_A_R_1s_B_A_.D_ _ PLANNING DIVIS ION
LANDSCAPE IMPROVEMENT PLANS FOR
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6
_AP_P_R_o_v_E□_,_~r,:::'.'./,)~,; ''i::'_,}{):1'''.d:.'1:./1:.h'i.':~n·,::,,/c:::::::_· __ ""; I? J, /?. ip
PLANNING "
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INITIAL DATE INITIAL DATE INITIAL CHKD BY: --""Mic..__ LPC2024-0020
DESIGNER OF WORK Expiration Date: 09 J0-26 REVIS ION DESCRIP TION OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 0 3006 428-9SS
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LEGEND
(D 3/16" THK.
ALUMINUM HEADER
Cf} FlNISH GRADE (ii]
PLANTING AREA
@ ALUM. / STEEL
STAKE (ciJ 4'-0" MAX.,
SECURE WITH (2)
S.M. SCREWS.
@ I'INISI-I SURFACE OF
D.G. I GRAVEL
G) TURF SIDL
APPROVED FOR
/RR/GA TION AND PLANTING
ONLY, INCLUD/tvG PRECISE
LOCATION OF PLANTl(✓G
AREA.
AS-BUILT
CJ
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RCE __ _ EXP. __ _ DATE -i.LI Q ::_)
1----------------1~
REVIEWED BY: "' ~ -0
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----~ INSPECTOR DA TE -
f----+--+------------+---+-----+--+---------,t I SH4EET 11 CI TY OF CARLSBAD I ~
. PLANNING DIVISION . ~ =====:===:============================:====:=========':::===: ~LA=N==D==s=cA":P==E=I=M==P==Ro==v==E==M==EN==T===PL=A==N=s =F==o==R:======: G
CAR1SBAD RANCH PLANNING AREA 5 -HOTEL 6 "' "" Cl z ;;i
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DATE INITIAL DATE INITIAL OWN BY: vr-PRO JECT NO. DRAWING NO. s
DATE INITIAL CHKD BY: ----'".'<L_'_ LPC2024-0020 428 9SS ::'.
DESIGNER OF WORK REVISION DESCRIP TIO N OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 03006 -0 L ___ _____..!E::.:Jxp::_'.i•~at;;;;ion:...!D~a~te~: 09~3~0 2~6 c.:=~:.....::.::...:.J ______________ J.:'..=:'.:....:.:.:::.:'.~L::.:..:_:::...::.::..:_::.::_i_.=::::::::::::::::::::::===...::::::=.:=-=::::::::::=-:===='-=--=-=--=--.:::::-=::-=:-:'. .. J-ll h
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GENERAL NOTES
I .0 BJDS, CONTRACTS AND INSURANCE
A. EAC H □lDDER SHALL INSPECT THE SITE BEFORE SLIBM!TTING HIS BID.
B. THE OWNER RESERVES THE RIGHT TO REJECT ANY OR ALL BlDS.
C. SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHI" TO LET OTHER
CONTRACTS IN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALL
AFFORD OTHER CONTRACTORS REASONAB LE OPPORTUNITY FOR THE
EXECUTION OF THEIR WORK, AND SHALL PROPERLY COORDINATE HIS
WORK WlTH THEIRS.
D. LIA13TLJTY AND COMPENSATION INSURANCE: THE CONTRACTOR SHALL
CARRY ANO PAY FOR ADEQUATE LIABILJTY AND COMPENSATION
INSURANCE AND SHALL, IF REQU IRED, FURN ISH THE OWNER WJTH
EVlDENCE TO THIS EFFECT.
E. GUARANTEE BONDS: THE OWNER SHALL HA VE THE RIGHT, PRIOR TO THE
SIGNING OF THE CONTRACT TO REQUIRE THE CONTRACTOR TO FURNISH
BOND COVERING OF THE FAITHFUL PERFORMANCE OF THE CONTRACT AND
THE PAYMENT OF ALL OBLIGATIONS ARISING THEREUNDER, IN SUCH FORM
AS THE OWNER MAY PRESCRJBE AND WlTH SUCH SURETIES AS HE MAY
APPROVE. IF SUCH BOND IS REQUIRED, THE PREMIUM SIIALL BE PAID BY
THE OWNER.
2.0 PLANS AND PERMJTS
A. ALL CONSTRUCTION SHALL BE ACCORDING TO CONSTRUCTION
DOCUMENTS ANO SHALL CONFORM TO THE REQUIREMENTS or THE LATEST
EDITION OF THE U.8.C.
B. CORRELATION OF DRAWINGS AND Sl'ECIFICAT IONS: ANY WORK NOT
ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANO
LAWS SHALL BE REMOVED.
C. DO NOT SCALE ORA WINGS. USE DIMENSIONS INDICA"I EIJ.
0 . ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE
CALLED TO THE IMMEDfATE ATTENTION OF Tf[E LANDSCAPE ARCHITECT.
FAILURE TO DO SO WlLL PLACE RESPONS IBILITY ON TI-IE CONTRACTOR.
E. PERMITS, FEES, ETC.: THE CONTRACTOR SHALL ARRANGE AND PAY FOR
THE BUILDING PERMIT ANO EACH SUBCONTRACTOR SHALL ARRANGE AND
PAY FOR PERMITS FOR THEIR RESPECTIVE WORK.
3.0 EXECUTION
A. CONTRACTOR TO VERIFY ON SITE, ALL DIM ENS IONS AND LOCATION OF
ANY UNDERGROUND UTILITIES.
B. DEMOLITION ANO REMOVALS SHALL PROCEED ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT/OWNER.
C. CUT, CAP, OR PLUG, AS REQUIRED, THOSE UTILITY LINES SERVING THE
AREA WITI-l[N THE PROJECT LIMITS SHALL RE MAIN UNINTERRUPTED
DURING THE WORK PROGRESS.
D. CARE IS TO BE TAKEN NOT TO DEFACE, CRACK OR DAMAGE ANY EXISTING
STRUCTURES, FENCES OR CONCRETE WORK. ALL DAMAGES TO BE
REPAfRED AT THE CONTRACTOR'S EXPENSE.
E. CUTTING ANO PATCHING: THE CONTRACTOR SHALL DO ALL CUTTING,
rTTTING OR PATCH ING OF HIS WORK THAT MAY BEREQUJREDTO MAK E IT
COM PLETE AS SHOWN BY DRAWINGS ANO SPECIFICATIONS. ANY COST
CAUSED BY DE FECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE
PARTY RESPONSIBLE THEREFORE.
F. CLEANING: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO
REMOVE HIS OWN RUBBISH FROM THE PREMISES AND KEEP THE JOB
CLEAN AT ALL TIMES. HE SHALL PROTECT WORK OF ALL OTHER
CONTRACTORS.
G. CONTRACTOR SHALL THOROUGHLY CLEAN UP SITE AND REMOVE ALL
DEBRIS AND EXTRANEOUS MATERLAL FROM THE SITE PRIOR TO FINAL
APPROVAL.
H. CONDUCT OF THE WORK: THE CONTRACTOR SHALL, AT ALL TIMES, KEEP A
COMPETENT FOREMAN ON THE JOB WHO SHALL BE IN CHARGE OF THE
ENTIRE WORK INCLUDlNG TTTE WORK OF HIS SUBCONTRAC fORS. HE
SHALL BE RES PONSIBLE FOR JTS ACCURACY.
4.0 EXTRAS AND SUBSTITUTIONS
A. ANY EXTRAS TO BE APPROVED IN IVR!TING BY THE OWNER PR IOR TO ANY
CONSTRUCTION.
B. THERE ARE TO BE NO SUBSTITUTIONS WITHOUT THE PRIOR APPROVAL OF
THE LANDSCAPE ARCHITECT.
5.0 PAYMENT
LIEN RELEASES FOR THE COMPLETED WORK SHALL BE SUBMITTED PRIOR TO
PAYMENT FOR SAID WORK.
MASONRY SPECIFICATIONS
1.0 SCOPE OF WORK
A. GFNERAL: THIS WORK SHALL CONS IST OF FURNISHING ALL LABOR AND
MAT ERIALS FOR CONSTRUCTION OR INSTALLATION OF ALL LABOR ANO
STRUCTURES, AND BRICK OR TILE AS DETAILED ON THE PLANS.
B. WORK INCLUDES THE INSTALLATION OF ANCHORS AND INSERTS
FURN ISHED BY OTHER REQUIRED FOR OTHER TRADES, REINFORCEMENT
STEEL, CONCRETE BASES OR FOOTINGS, AND STUCCO FlNISHES.
2.0 MATERIALS
A. RErER TO PLANS FO R SPECIFIC: MATERJAL TYPES, COLORS FINISHES, ETC.
B. CONCRETE MASONRY UNlTS: CONFORM TO ASTM C90, GRADE N-11 ANO
T HF REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE
CONCRETE MASONRY ASSOCIATION; AS MANU FACTURED BY ORCO BLOCK
CO., OR EQUAL.
C. PORTLAND CEMENT: CONFORM TOASTM Cl 50, TYPE I OR TYPE II, TYPE,
LOW ALKALI. USE ONLY ONE BRANO THROUGHOUT WORK. PROVIDE
WHITE CEMENT AS REQUIRED FOR USE IN COLORED MORTAR.
0. HYDRATED LIME: CONFORM TO ASTM C207, TYPES, AND CONTA INING 95%
BY WEIGHT OF CALCIUM OXIDE.
E. AGGREGATES: CONFORMTOASTMCl44.
E. I. SAND: CONSIST OF FINE GRANULAR MATERIALS, (NOT LESS THAN 5%
PASSING NO. 8 SIEVE), COMPOSED OF HARD, STRONG DURABLE
MINERAL PARTICL ES, FREE FROM IN JUR IOUS AMOUNTS OF SA LINE,
ALKALINE, ORGANIC OR OTHER DELETERIOUS SUBSTANCES.
E.2. PEA GRAVEL : GRADED WITH NO MORE THAN 5% PASSING THE NO. 8
SIEVE AND WITH 100% PASSING THE 3/8" SIEVE.
F. REINFORCING STEEL: NEW, TESTED DEFORM ED BARS OF DOMESTIC
MANUFACTURE CONFORMING TO ASTM I 6 15.
G. WATER: CLEAN, POTABLE, FROM DOMESTIC SUPPLY.
1-1. ADMIXTURE FOR MORTAR: "RED LABE L" USED IN ACCORDANCE WITH THE
SPECIFICATIONS.
I. MORTAR: FRESHLY PREPARED AND UN IFORMLY MIXED IN THE RATIO BY
VOLUMES OF I PART CEMENT, 1/2 PART LIME PUTTY, 4 1/2 PARTS SAND.
PUTTY SHALL BE OMITTED. MORTAR SHALL MATCH COLOR OF BLOCK,
UNLESS OTHERW ISE SPECfflED.
J. GROUT: FLUID CONSISTENCY ANO MIXED IN THE RATIO BY PARTS SAND, 2
PARTS PEA GRAVEL.
K. LIME PUTTY: ASTM CS, HIGH CALCIUM LIME, COMPLETELY SLAKED
BEFORE USING .
3.0 EXECUTION
A. EXECUTE WORK IN BEST WORKMANSHIP LIKE MANNER IN FULL
COMPLIANCE WITH APPLICABLE BUILDING ORDINANCES.
B. CONCRETE BLOCK SHALL BE LAID AS REINFORCED FILL CELL UNIT
MASONRY. BLOCK SHALL BE LAID ON 3/8" THICK FULL MORTAR BED ON
AI.L WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOINTS SHALL BE
WELL BUTTERED TO A DEPTH OF I 1/2" FROM EXTERIOR FACES AND ALL
JOINTS SHALL BE SHOVED INTO PLACE, SO THE MORTAR BONDS WELL
WITH BOTH BLOCKS. FURRO\VlNG OF THE MORTAR IS NOT PERMITTED.
INTERSECTING MASONRY SHALL BE GROUTED IN 4'-0" MAXIMUM POURS.
UNLESS OTHER WISE NOTED ON PLANS, ALL CE LLS CONTAINING
REINFORCING SHALL BE SOLID GROUTED. PUDDLE THE GROUT WITH A
STICK IN EACH CEL L, EACH TIME IT IS POURED, TO OBTAIN A COMPLETE
FILLI NG OF THE VOIDS. RECONSOLIDATE ALL GROUT. RUN ALL
HORI ZONTAL BARS IN BOND BEAM BLOCK ANO LAP AROUND CORNER
AND AT ALL SPLICE 2'-0" MIN IMUM. RUN ALL VERTICAL BARS IN OPEN ENO
BLOCK.
C:. DO NOT START MASONRY lF THE HORlZONTAL OR VERTICAL ALIGNMENT
Of THE FOUNDATION JS A MAXIMUM OF I" TOTAL IN ERROR.
D. ALL UNlTS SHALL BE CLEAN WHERE LAID. CONCRETE UNJTS SHALL BE
DRY. BRICK SHALL BE WETTED BUT HAVE NO FREE MOVING WATER WHEN
LAID.
E. WHERE NO BONO PATTERN IS SHOWN ON THE PLANS, THE WALL SHALL BE
RUNNING BONO.
F. WHERE MASONRY UNIT CUTTING IS NECESSARY, MAKE ALL CUTS NEAT
AND REGULAR, EDGES EXPOSED IN THE FINISHED WORK SHALL BE CUT
WITH A POWER DRIVEN ABRASIVE SAW.
G. MORTAR JOINTS SHALL BE STRAIGHT, CLEAN AND UNIFORM IN
TH ICKNESS. UNLESS OTHE RWISE SPECIFIED OR DETAILED, HORIZONTA L
AND VERTICAL JOINTS SHALL BE APPROXlMATELY 3/8" THICK FOR
PRECISION BLOCS. IJRIC:K JOINTS TO BE 1/2" - 3/8" THICK WITH A MAX IMUM
DEPTH OF 3/8" RAKE.
H. UNLESS OTl·IERWISE SHOWN ON PLANS, EXPOSED WALLS SHALL HA VE
DENSE, SLIGHTLY CONCAVE SURFACE WELL BONDED TO THE BLOCK AT
THE EDGES. PERFORM TOOLING WHEN THE MORTAR IS PARTIALLY SET
BUT STILL SUFFICIENTLY PLASTIC TO BOND. DO ALL TOOLING WITH A
TOOL WHICH COMPACTS THE MORTAR, PRESSING THE EXCESS MORTAR
OUT OF IT RATHER TTTAN DRAGGING !TOUT. WHERE WALL SURFACE IS TO
BE PLASTERED, MAKE MORTAR JOTNTS FLUSH WITH BLOCK FACE.
I. IF IT IS NOT NECESSARY TO MOV E A BLOCK SO AS TO OPEN A JOINT,
REMOVE THE BLOCK FROM THE WALL, CLEAN AND SET IN FRESH MORTAR.
J. CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT 28 DAYS (MAX. 4 1/2" SLUMP).
K. THE OWNER'S REPRESENTATIVE IS TO BE NOTIFI ED 24 HOURS PRIOR TO
CONCRETE POUR IN ORDER THAT THE FORMS AND REINFORCEMENT MAY
BE INSPECTED.
L. CO-ORDINATE PLACEMENT or WATER Al\TD ELECTRICAL LINES PRIOR TO
CONCRETE POUR. VERIFY LOCATION OF ALL P V.C. SLEEVES ANO ELECTRIC
SOURCE FOR fRR IGAllON CLOCK WITH LANDSCAPE CONTRACTOR.
M. MASON TO BE RESPONS!llLE FOR SETTING ALL S.P.O.'S SWITCHES, AND
J-BOXES FLUSH WITH STRUCTURE, AND FOR SETTING BOLTS, ANCHORS,
AND INSERTS FOR ATTACHMENTS BY OTHER TRADES.
N PLACING REINFORCING STEEL:
N. I. WHERE HORIZONTAL COURSES ARE TO BE FILLED, USE METAL STOPS.
USE OF PAPER STOPS WILL NOT BE PERMITTED. ALL HORIZONTAL
RE INFORCING STEEL SHALL BE LAID IN A COURSE OF BOND BEAM
BLOCK FILLED WITH MORTAR.
N.2. CUT BRJCK WITH POWER DRIVEN ABRASIVE SAW ONLY. CUT NEAT
TRUE LINE WITHOUT CHI PS ON EXPOSED FACES, CONCEAL ClJT
FACES WHERE POSSIBLE, 00 NOT LAY BRICKS LESS THAN 1/4
LENGTH IN EXPOSED WORK. IF ANY BRICK MUST BE REMOVED OR
SH IFTED AFTER IT HAS BEEN LAID, REMOVE SETTING MORTAR,
CLEAN BRICK THOROUGHLY, APPLY FRESH MORTAR AND RE-LAY.
N.3. LAY MASONRY TRUE, LEVEL, AND PLUMB WITH ANGLE SQUARE IN
ACCORDANCE WITH PLANS.
0. SEAL BACK OF PLANTER WALLS WITH APPROVED ELASTOMER IC
WATERPROO F MEMBRANE.
P BACKFILL BEHIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIRED
ANO AS PER DETAILS. BACKFILL IN PLANTERS TO BE TOP GRADE SANDY
LOAM TOPSOIL. SWALE EARTH FOR PROPER DRAINAGE. WHERE
CONCRETE SLABS OCCUR NEXT TO IV ALLS, BACKFILL SHALL BE
COMPACTED TO 90%.
4.0 CLEANING
A SPECIAL CARE SHALL BE USED TO PREVENT STAINING OF EXPOSED AND
GRO UT. ANY MORTAR OR GROUT WH ICH COMES IN SUCH FACES SHALL BE
PROMPTLY ANO THOROUGHLY REMOVED BY AFFECTIVE AND APPROVED
MEANS.
B. ENTIRE SITE TO BE CLEANED AND ALL DEBRIS REMOVED PRIOR TO FINAL
INSPECTION.
WOODWORKING SPECIFICATIONS
1.0 SCOPE OF WORK
A. GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND
MATERIAL FOR CONSTRUCTION OF OVERHEAD WOOD TRELLIS, FENCES,
AND SCREENS, AS DETA ILED ON THE PLANS. THE WORK DOES NOT
INCLUDE POST FOOTINGS AND HARDWARE SET IN PAVED AREAS.
B. COORDINATION : WOOD WORK CONTRACTOR SHALL LOCATE AND STAKE
POST LOC:ATJONS FOR CONCRETE AND/OR MASONRY CONTRACTOR
BEFORE PAVING OR MASONRY WORK IS BEGUN.
C. SJTE CONDITTONS: VER IFY ALL DIMENSIONS AND SITE CONDITIONS ON
Tl-IE SITE PRIOR TO IJEGINNING WORK. ANY DISCREPANCIES SHAL L BE
CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT.
D. PERMITS: CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS AND
APPROVALS. (REFER TO GENERAL NOTES).
2.0 MATERIALS
A. GENE RAL: ALL MATERIALS SHALL BE NEW AND PROPERLY
GRADE-MARKED OR CERTIFIED. ONLY LUMBER CONSISTING OF SOUND
WOOD, FREE OF DECAY, WARPING, SPLITS OR CHECKS WI LL BE
ACCEPTABLE.
B. LUMBER:
B. I. ALL LUMBER SIZES SHOWN ON THE PLANS OR SPEC IFIED REFER TO
NOMINAL SIZES ANO THE AMERICAN STANDARD ROUGH AND
DRESSED SIZES WILL BE ACCEPTED AS CONFORMING THERETO.
8.2. DOUGLAS FIR SHALL llE OF THE SPECIES "PSEUDOTSUGA MENZIESII"
AND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT
STANDARD GRADING AND DRESSING RULES FOR DOUGLAS FIR
ADOPTED BY THE WEST COAST BUREAU OF LUMBER GRADES AND
INSPECTION.
8.3. CEDAR SHAL L IJE OF Tl-IE SPECIES "CHAMAECYPARIS LAWSONIANA"
AND SHALL BE GRADED IN ACCORDANCE WlTH THE CURRENT
GRAD ING AND DRESSING RULES.
B.4. ALL WOOD BEARING ON CONCRETE OR MASONRY LESS THAN 4'-0"
ABOVE GRADF. SHAL L BE PRESSURE TREATED. WOOD JO INTS OR THE
BOTTOM Of WOOD FLOORS LESS THAN 18" ABOVE GRADE SHALL
ALSO B PRESSURE TREATED.
B5. ALL STRUCTURAL MEMBER (I.E., BEAMS, RAFTERS, POSTS, JOINTS) TO
BE DOUGLAS FIR NO. I OR BETTER UNL,:ss OTHERWlSE NOTED. ALL.
LATH AND DECKING AS SPECIFIED.
C. HARDWARE:
C. I. NAILS TO BE GENERAL FRAMING COMMON OF STANDARD SIZE AND
FORM, HOT DIPPED GALVANIZE D OR ALUMINUM, UNLESS
SPECIFICALLY NOTED. BOX NA ILS WI LL BE ACCEPTED.
C.2. IV AS HERS TO BE REINFORCED MALLEABLE IRON, GALVANIZED.
C.J. ALL BRACKETS AN D HANGERS TO BE S!Ml'SON OR APPROVED EQUAL.
3.0 EXECUTION
A. WORKMANSH IP: ALL WOODWORK SHALL BE CUT, FITTED, JOINTED
TOGETHER, TIED, SET TO REQUIRED LINES ANO LEVELS, SHORED IN PLACE
ETC., IN A NEAT WORKMAN LIKE MANNER TO THE ENT IRE SATISFACTION
OF THE LANDSCAPE ARCHITECT ALL SPLIT WOOD SHALL BE REMOVED
AND REPLACED.
B. BOLTING: HEADS ANO NUTS OF MACHINE IJOLTS AND NUTS OF CARRIAGE
BOLTS SHALL HAVE WASHERS, EXCEPT AGAINST STEEL PLATES. BOLT,
SPLICE AND HANO ALL BEAMS AS SHOWN ON ORA WINGS. CUT ALL BOLTS
FLUSH WITH NUTS, PLAIN SMOOTH AND REMOVE ALL BURRS. HOLES f OR
BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT
DIAMETER. NAILS SHALL NOT BE INSTALLED CLOSER THAN 1/2 THEIR
LENGTHS AND DRILLED HOLES, ONE SIZE SMALLER THAN NAIL SHANK,
SHALL BE USED WHERE WOOD MEMBERS ARE LIABLE TO BE SPLIT BY
NORMALLY DRI VEN NAILS. ALL NA ILING SHALL BE IN ACCORDANCE WITH
U.B.C:.
C. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.,UN LESS
SPECIFICALLY NOTED OR DETAILED.
D. FINISHING: CONTRACTOR TO STA IN, PAINT OK SEAL WOOD. REFER TO
DRAWINGS. PAINT ALL METAL TO MATCl-l WOOD FINISH UNLESS NOTED
OTHERWISE WITH(\) COAT ZINC RICH PRIMER AND (2) COATS SEMI-GLOSS
OIL BASE EXTERIOR PAINT.
E. CLEANUP: CONTRACTOR SHALL DAILY REMOVE ALL RlJBBJSH, SCRAPS,
EXTRANEO US CONCRETE ANO HARDWARE FROM THE PREMISES AND KEEP
THE JOB REASONABLY CLEAN AT ALL TIMES. SPILLED OR OVERSPRA YEO
PAINT SHALL BE IMMEDIATELY CLEANED OFF OF FINISHED SURFACES TO
THE LANDSCAPE ARC HITECTS SATISFACTION. SPECIAL CARE SHALL BE
EXERCISED TO PR.EV ENT ACCUMULA110NS OF MATERIAi.. TO FORM A FIRE
OR SA FETY HAZARD.
TUBULAR STEEL
1.0 SCOPE OF WORK
WORK INCLUDED:
A. FURNISH AND INSTALL TUBULAR STEEL PER PLANS, DETAILS AND
SPECIFICATIONS.
RELATED WORK SPECIFIED IN THIS SECTION:
2.0 QUALITY ASSURANCE
A. QUALIFICATIONS
A. I. PERl'ORM SHOP WELDING ON THE PREMISES OF A FABRTCATOR
LICENSED BY THE CITY BUILDING AND SAFETY DEPARTMENT.
A.2 . PERFORM WELDING BY WELDERS APPROVED ANO CERTIFIED IN
ACCORDANCE WITH REQUIREMENTS OF AWS.
B. REFERENCE STANDARDS
B.1. "A ISC" STEEL CONSTRUCTION MANUAL.
B.2. "CODE FOR ARC AND GAS WEI ,DING IN BU ILDlNG CONSTRUCTTON".
AWS Fl .0 OF THE AMERICAN WELDING SOCIETY.
B.3. "METAL FINISHES MANUAL", OF THE NATIONAL ASSOCIATION OF
ARCIIITECTURAL METAL MANUFACTURERS (NAAMM).
3.0 SUB MITT ALS
A. SUBMIT COMPLETE SHOP DRAWINGS TO THE LANDSCAPE ARCH ITECT
AND/OR OWNER'S REPRESENTATIVE FOR REVIEW IN ADVANCE OF
FABRICATION.
A.I. SHOW DIMENSIONS, SITES, THICKNESS ES, GAUGES, FINISIIES,
JOINING, ATTACHMENTS ANO RELATIONSHIP TO ADJACENT WORK.
A.2. WHERE WELDED CONNECTIONS, CONCRETE INSERTS, A ND OTHER
ITEMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACT
LOCATIONS REQUIRED.
A.3. FOR STANDARD MANUFACTURED ITEMS, SUBMIT WORK SHEETS
SHOW ING ILLUSTRATED CUTS OF ITEMS TO BE FURNTSHl'D, SCALE,
DETAILS ANO DIMENSIONS.
4.0 MATERIALS
A. ROLLED STEEL SHAPES AND STEEL PLATES : ASTM AJ6.
8. STEEL Tlffi!NG: ASTM A500 GRADE A, OR ASTM I 50 I SEAMLESS -G.A. PER
DETAILS.
C. STEEL PIPE: ASTM A53, TYPE E ORS, GRADE A OR A120, GALVANJZED 6"
DIAMETER.
D. STEEL BOLTS: ASTM A307, GRADE A.
E. WELDING RODS: CONFORM TO AWS REQU IREMENTS FOR INTENDED USE.
F. CONCRETE INSERTS: AS INDICATED ON THE PLANS.
G. SHOP PRIME-COAT PAINT: CONFORM TO EITHER FS TT-P-86 TY PE II FOR RED
LEA D/ALKYD TYPE PAINT OR TO FS TT-P-45 FOR ZINC CHROMATE TYPE
PAINT-(2) SHOP COATS.
H. TOUCH-UP FOR GALVANIZED SURFACES: ALL STATE No. 321 GALVANIZING
POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY
ALL STATE WELDING ALLOYS CO., OR SPEED GALVANIZED BY W.D.L. CO.
OR EQUAL.
1. NON-Sl·IR INK GROUT: MINI WAX CONSTRUCTION PRODUCTS DIV ISION
POR-ROCK, OR APPROVED EQUAL.
J. METAL ENAMEL: FS TT-P-37C: -(2 COATS).
5.0 FABRICATION
A. CONFORM TO THE REQUIREMENTS OJ-THE REFERENCED STANDARDS.
A.I. FOR MANUAL WELDING, USE LOW HYDROGEN TYPE E-7015 AND 70 16
ELECTRODES.
A.2. WELD PREHEAT SHALL BE DETERMlNED FROM MILL REPORTS
SHOWING THE CHEMJCAL COMPOSITION OF THE REINFORCEMENT.
B. SHOP PRIME ALL FERROUS ITEMS TO I MILL DRY COAT THICKNESS AFTER
FABRIC:A TION, DE-BURRING AND GRINDTNG SMOOTH WELDS AND ROUGH
SPOTS. TOUCH-UP AFTER INSTALLATION. I.EAVE IN PROPER CONDITION
TO RECEIVE FINISH PAINTING.
B.I. DO NOT PAINT REBAR AND STEEL SURFACES TO BE EMBEDDED IN OR
BONDED TO CONCRETE.
C. WELDS SHALL BE GROUND SMOOTHLY, ALL WELD SPA TIER REMOVED
AND WORI( SHALL COMPLY WITH THE SPECIFICATIONS OF THE "AMERICAN
WELDING SOCIETY."
D. SUBCONTRACTOR TO PERFORM ALL TI-IE ABOVE WORK IN ACCORDANCE
WITH THE GOVERN ING PLANS AND SPECIFICATIONS.
6.0 COORDINATION WITH OTHER WORK
A. EXA MI NE ORA WTNGS AND SPECIFICATIONS, AND INCLUDE ALL
MISCELLANEOUS METAL WORK WHICH JS NOT DISTINCTLY SPECIFIED IN
OTHER SECTIONS.
8. PROVIDE ALL CONNECTIONS, ANCHORS, BOLTS, WELDING, CUTTING,
PUNCHING, DRILLING, TAPPING OR OTHER CONN ECTION REQUIRED TO FlT
MISCEL LANEOUS METAL WlTHOTIIER WORK.
C. PROVIDE ITEMS TO BE INSTALLED BY OTHER TRADES WELL IN ADVANCE,
TO PERM IT PROPER SEQUENCING AND SCHEDULING OF OTHER WORK.
7.0 INSTALLATION
A. MISCELLANEOUS METAL WORK SHALL BE FREE FROM DEFECTS WHICH
WOULD IMPAIR STRE NGTH, DURABJLTTY ANO APPEARANCE.
B. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIT IN Pl .ACE BRACE,
REINFORCE, AND ANCHOR IN PLACF.. GRIND ALL FIELD WELDS.
C. PROVIDE NON -SHRINK GROUTIN G OF ALL FRAMES, PLATES, SILLS, BOLTS
AND OTI-IER ITEMS NOT DESIGNATED TO BE DONE BY OTHERS.
0. CONCEAL ALL CONNECTIONS IN THE FINISHED WORK, WHERE POSSIBLE.
EXPOSED SCREW CONNECTIONS SHALL BE ALLEN HEAD SCREWS
MATCHING THE MATERIAL THEY FASTEN.
E. SET BASE PLATE FOR SUPPORT POSTS., TRUE AND PLUMB IN CONCRETE
FOOTING PER DETAILS.
F. PROTECT ALL DISSIM ILAR METALS Fil.OM GALVANIC CORROSION BY
PRESSURE TAPES, COATINGS, OR ISOLATORS.
G. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE ANO OIL. CLEA N FJELD
WELDS, BOLTS, AND ABRADED AREAS. TOUCH-UP ALL AREAS WITH Tl-IE
SAME MATERIAL AS US ED FOR THE SHOP COAT, LEA YING ALL SURF ACES
READY TO RECEIVE FINISH COATS. APPLY SECOND COAT OF PRIMER ON
SITE.
H. APPLY (2) COATS ZINC RICH !'RIMER COAT AND TWO FINISH COATS OF
EXTERIOR METAL ENAMEL TO METAL SURFACES, COLOR AS SELECTED BY
OWNER'S REPRESENTATIVE.
8.0 REPA IR OF DEFECTS
ALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED AND
REPAIRED AS DIRECTED BY THE LANDSCAPE ARCH ITECT OR OWNER'S
REPRESENTATIVE AT NO COST TO THE OWNER.
9.0 CLEAN-UP
A. CLEAN-UP AND REMOVE FROM THE SITE ALL UNUSED MATERIALS AND
DEBRIS RESULTING FROM THE PERFORMANCE OF THIS WORK NOT LES S
THAN ONCE A WEEK OR THE LAST WORKJNG DAY EACH WEEK. ALL TRAS H
SHALL BE REMOVED COMPLETELY FROM THE PROJECT SITE.
B. TOUCH UP-CONTRACTOR SHALL CLEAN AND RETOUCH CONTRACTOR'S
WORK AS NECESSARY, OR AS REQUIRED FOR FINAL APPROVAL BY THE
LANDSCAPE ARCHITECT WITHIN 24 HOURS NOTICE.
C. UNPAINTED SURFACE-CONTRACTOR SHALL LEAVE ALL SURFACES NOT
TO BE PAINTED, PAVIN G, HARDWARE, OR PLANT MATERIALS FREE FROM
ANY PAINT, STAIN, SPATTERING, SMEARS OR SMUDGES WHICH ARE THE
RESULT OF THE CONTRACTORS OPERAT ION.
D LOCATION-CONTRACTOR SHALL NOT CLEAN EQUIPMENT AND BRUS HES
OR DISPOSE OF THINNERS, PAINT OR OTHERS CHEMJCALS IN AREAS TO BE
PLANTED OR IN THE VICINJTY OF EXISTING PLANTS.
CONCRETE
1.0 SCOPE OF WORK
FURNISH AND INSTA LL ALL C:ONCRE IE WORK COMPLETE AS INDICATED ON
THE DRAWINGS AND SPECIFICATIONS INCLUD ING, BUT NOT LIMJTED TO:
A. FURNISH AND SET ALL REINFORCING STEEL, BOLTS AND ANCHORS.
B. INSTALL ALL ITEMS REQUIRED BY OTHER TRADES WHICH ARE TO BE CAST
INTO CONCRETE.
C. CONCRETE MOW CURBS, BANDING, OTHER FLATWORK, FOOTINGS, PADS
AND SLABS FOR: WALLS, FENClNG, CONTROLLERS, ETC., WHERE
APPLICABLE.
2.0 GENERAL
ALL REQUIREMENTS OF SUBSECTION 3.31, STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, SHALL APPLY EXCEPT AS SPECIFI ED HEREIN.
2. I INSPECTION OF SITE
EXAMINE RELATED WORK ANO SURF ACES BEFOR E STARTING WORK IN THIS
SECTION. RE PORT TO THE LANDSCAPE ARCHITECT IN WRITING, SITE
CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION Of THIS WORK.
BEGINNING THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLE
CONDITIONS TO THE LANDSCAPE ARCHITECT CONSTITUTF.S ACCEPTANCE OF
SITE CONDITIONS BY THE CONTRACTOR. ANY REQUIRED REMOVAL, REPAIR,
OR RE PLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS
SHALL BE DONE AT NO ADDITIONAL COST TO OWNER.
2.2 PROTECTION OF EX ISTING CONDITIONS
CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. HE
SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE
CONDITIONS. SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL
REPAIR DAMAGE TO ITS ORIGINAL CONDJTION OR FURNISH AND INSTALL
EQUAL REPLACEMENT AT HIS OWN EXPENSE, TO THE SATISFACTION OF THE
OWNER.
2.3 COORDINATION
A. COOPERATION ON-SITE: COORDINATE AND COOPERATE WlTH OTHER
CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND
EfflC[ENTLY AS POSSIBLE.
B. WORK WITH OTHER TRADES: COORD INATE WITH GENERAL CONTRACTOR
ITEMS OF OTHER TRADES TO BE FURNISHED AND SET IN PLACE. SUCH
PORTIONS OF THEIR WORK AS ALL OR IN PART EMBEDDED, BUil T-IN,
ATTACHED TO, OR SUPPORTED BY THE WORK SHALL BE EXECUTED BY
l'HEM IN AMPLE TIME TI-IAT PROGRESS OF THE WORK IS NOT DELAYED.
ANY CUTTING OR PATCHING MADE NECESS ARY TO COMPLY WITH THIS
lNJUNCTION SHALL BE DONE AT THE CONTRACTOR'S EXPENSE.
2.4 APPROVAL.
WHEREVER THE TERMS "APPROVE," "APPROVAL," OR "APPROVED" ARE USED IN
THE SPECIFICATIONS, THEY MEAN APPROVAL OF THE LANDSCAPE ARCHITECT,
THE OWNER'S REPRESENTATIVE OR THEIR FIELD REPRESENTATIVES, IN
WRITING.
2.5 SlJBMITTALS
AFTER A WARD OF CONTRACT, CONTRACTOR SHALL SUBMIT FOR APPROVAL
SAMPLES ANO SPECIFICATIONS OF SPECIFIED ITEMS PRIOR TO BEGINNING
WORK. APPROVED SAMPLES SHALL BE STANDARDS FOR COMPLETING WORK.
SAMPLES SHALL CONSIST OF J' SQUARE PANELS. CONTRACTOR SHALL
PROVIDE ONE PANEL FOR EACH COLOR AND/ OR FINISH ON THE JOB SITE.
EACH SAMPLE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT.
2.6 SUBSTITUTIONS
A. STANDARDS-SPECIFIC REFERENCE TO MANUFACTURES NAMES AND
PRODUCTS SPEC IFIED IN THIS SECTION ARE USED AS STANDARDS; TH IS
IMPLIES NO RJGHT TO SUBSTITUTE OTHER MATERIAL OR METHODS
WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
B. APPROVAL-IN STALLATION OF ANY APPROVED SUBSTITUTIONS IS
CONTRACTOR'S RES PONSTBILJTY. ANY CHANGES REQUIRED FOR
INSTALLATION OF ANY APPROVED SUBSTITUTION MUST BE MADE TO THE
SATISFACTION OF LANDSCAPE ARCHITECT AND WITHOUT ADDITIONAL
COST TO OWNER. APPROVAL BY LANDSCAPE ARCHITECT OF SUBSTITUTED
MA TERJALS AND/OR DIMENSIONAL ORA WINGS DOES NOT WA IVE THESE
REQUIREMENTS.
2.7 WARRANTY
IN ADDITION TO MANUFACTURERS' GUARANTEES OR WARRANTIES, ALL WORK
SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINA L
ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY
CONTRACTOR. WARRANTY SHA LL ALSO COVER REPAIR OF DAMAGE TO ANY
PART OF THE PREMISES.
3.0 MATERIALS
A. PORTLAND CEMENT SHALL CONFORM TO ASTM-Cl50, TYPE I OR TYPE II.
ll. CONCRETE AGGREGATE SHALL CONFORM TO ASTM -C33. WATER SHALL BE
CL EAN, FREE FROM STRONG ACIDS, ALKALI, OIL OR ORGANIC MATTER.
C. ADMIXTURE FOR ALL FORMED CONCRETE SHALL BE SIKA CHEM ICAL
CORP'S "PLASTIMENT", OR APPROVED EQUAL, APPLI ED IN STRICT
ACCORDANCE WITH MANlJF ACTURER'S DIRECTTONS.
D. RETNFORCEMENT: REINFORCING STEEL ASTM-Al5 ANO ASTM-A-305.
WIREFABRIC: ASTM-Al85
E. FORMS:
E. I. I.UMBER SHALL BE "CONSTRUCTION GRADE" DOUGLAS FIR
E.2. PLYWOOD FOR FORMING OF CONCRETE WHICH IS EXPOSED SHALL
BE PLYFORM. ALL PLYWOOD USED FOR l'ORMTNG SHALL BE AT
LEAST 5/8 INCH Tl-llCK AND EDGE SEALED.
F. EXPANSION JOINT FILLER SHALL CONFORM WITH ASTM-0 175 1
(PREMOLDED).
G. PROVIDE CERTIFIED MJLL TEST REPORTS OF THE CHEMICAL AND
PHYSICAL PROPERTIES or REINTORCING BARS AND WELDED WIRE FABRIC.
G. I. REINFORCING BARS-DEFORMED BILLET-STEEL BARS CONFORMING
TO ASTM A615, CLEAN AND FREE FROM RUST, SCALE, OR COAT ING
'
G.2. IVELQEP WIRE FABRIC
G.2.1. CONFORM TO ASTM Al85. TAGS DESIGNATING WIRE SIZE AND
Sf AC ING SIIALL l3E LEFT ON EACH ROLL UNTIL REA DY FOR USE.
G.2.2 . UN~ESS OTHERWISE APPROVED WELDED WIRE MESH SHALL BE 6"
X 6'.' No. IO No. IO CONTINUOUS.
4.0 CONCRETE
A. QUALITY
A. I. CONTRACTOR ASSUMES RESPONSIBILITY FOR TH E DESIGN MIX AND
GUARANTEES THE SPECIFIED LI L TIMA TE STRENGTH AS INDICATED
OR SPECIFIED HEREIN.
A.2. CONCRETE, MINIMUM 28-DA Y ULTIMATE STRENGTH SHA LL IJE 2500
PSI.
A.3. READY-MIX FD CONCRETE SHA LL CONFORM TO ASTM -C94.
B. PROPORTIONS AND CONSISTENCY
8.1. TH E PROPORTIONS OF AGGREGATE TO CEMENT SHALL PROVIDE A
DENSE MIXTURE WHICH WILL READILY WORK INTO ALL CORNERS OF
THE FORMS AND AROUND ALL REINFORCEMENTS WITI-IOUT ANY
SEGREGATION OF THE MATERIALS, CAUSE EXCESS FREE WATER TO
COLLECT ON Tl IE SURFACE OR CAUSE EXCESSIVE BLEEDING OF THE
FORMS.
B.2. THE RECOMMENDED PRACTICES OF TIIE AMERICAN CONCRETl1
INSTITUTE SHALL BE FOLLOWED IN ALL APPLICABLE PROCEDURES.
THE MAXIMUM SLUMP SHALL NOT EXCEED (4") FOUR INCHES FOR
FOOTINGS, SI.AAS ONGRAOE, ANO MASS CONCRETE; 5 INCHES FOR
FOUNDATION WALLS.
C. CONTROL-THE CONCRETE QUALITY, PROPORTIONS, CONSISTENCY, ETC., IS
SUBJECT TO THE APPROVAL OF OWNER, AND NO CHANGES SHALL Ill.
MAD E WITHOUT PRIOR WRJTTEN APPROVAL.
5.1 FORMWORK
A. FORMS FOR CONCRETE WORK SHALL BE EITBER METAL OR WOOD. FORMS
THAT ARE WARPED OR THAT 00 NOT HAVE A SMOOTH STRAIGHT UPPER
EDGE SHALL NOT BE USED. FORMS SHALL BE SET WITH THE UPPER EDGE
OF THE BOARD TRUE TO LINE ANO GRADE AND SHALL BE STAKED RIGIDLY
IN PLACE WITH STAKES SET NOT MORE THAN FOUR FEET (4') APART SO AS
TO REMAIN IMMOVABLE THROUGHOUT THE CONSTRUCTION. ALL FORMS
SHALL BE APPROVED BY LANDSCAPE ARCHITECT WlTl·IIN A TOLERANCE
OF ONE PERCENT (1%). NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION. ALL MATERIALS SHALL BE
ACCURATELY AND SEPARATELY WEIGHTED AND MIXING SHALL
CONTINUE UNTIL THE DISTRIBUTION OF MATERIAL IS UNIFORM AND THE
MASS OF CONCRETE IS HOMOGE NEOUS.
B. TWO ANO ONE-HALF (2 1/2) GALLONS OF WATER PER CUBIC YARD, SHALL
BE WITl-!HELO FROM THE MIX AT THE !'LANT, AND ALL OR A PORTION MAY
BE ADDED TO THE MIX AT THE JOB SITE AS DIRECTED BY THE INSPECTOR.
THE CONCRETE SHALL IlE MIXED AT LEAST 5 MJN UTES AFTER SUCll
IV ATER IS ADDED ANO NOT LESS THAN 3 MINUTES OF THIS TIME SHALL BE
IMMEDIATELY PRIOR TO THE DISCHARGE OF THE BATCH. TOTAL MIXIN G
TIME AFTER ADDING ORIGINAL WATER SHALL BE AT LEAST 15 MINUTES.
C. CONCRETE Wl-l !Cll IS NOT PLACED WITHIN 90 MINUTES AFTER THE
INTRODUCTION OF CEMENT AND WATER, AND CONCRETE WHICH HAS
STOOD FOR 30 MI NUTES AFTER LEAVING THE MIXER, SHALL NOT BE USED.
5.2 REBAR
A. REINFORCING BAR SHALL BE SPLICED WlTl-1 30 IlAR DIAMERS MIN IMU M
OVERLAP.
6.0 CONVEYING AND PLACING
A. BEFORE POURI NG, ALI. FORMS SHALL BE THOROUGHLY CLEANED AND
MADE TIGHT. Tl-IE BOTTOM OF TRENCHES SHALL BE WETTED DOWN
BEFORE POURING FOOTINGS; EARTH SHALL NOT BE MUDDY AT THE TIME
OF POURING. CONCRETE SHALL NOT BE PLACED UNTIL REINFORCEMENTS,
ROUGH HARDIV ARE, AND FORMS ARE APPROVED BY OWNER OR
LANDSCAPE ARCHITECT.
ll. BEFORE DEPOSITING NEW CONCRETE AGAINST OLD CONCRETE, ALL
LAITANCE SHALL IJE REMOVED, AND THE SURFACES ROUGHENED TO
EXPOSE THE EMBEDDED AGGREGATE. THE SURJ'ACES SHALL THEN BE
COVERED WITH CEMENT GROUT, US ING THE SPECIFIED MIX WITH 1/2 OF
THE COURSE AGGREGATE OM ITTED, I 1/2 INCHES TH ICK.
C. CONVEYING AND PLACING OF CONCRETE SHALL BE DONE SO AS TO
PREVENT SEPARATION OF INGREDIENTS, ANO IN NO CASE SHALL THE FREE
FALL EXCEED 6 FEET. TREMi ES SHALL BE USED AS REQUIRED. SURFACES
OF CONCRETE SHALL BE KEPT REASONABLY LEVEL, WITH A MINJMUM
AMOUNT or CONCRETE BEING ALLOWED TO FLOW AFTER BEING PLACED.
PLACING SHALL BE PERFORMED AS A CONTINUOUS OPERATION UNTIL
EACH SECTION IS COMPLETED.
D. CONCRETE SHAIJ, BE SPADED AND VIBRATED WITH MECHANICAL
VIBRATORS TO A MAXIM UM SUBSIDENCE, WITHOUT SEPARATION OF
INGREDIENTS. THE MOVING OF CONCRETE BY VIBRA T!ON WLLL NOT BE
PERM ITTED.
. I COLORED CONCRETE
INTEGRAL COLOR SHALL BE PER PLAN WHERE APPLICABLE.
7.0 GROUTING
A. GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND TWO
PARTS OF FINE AGGREGATE BY VOLUME. MATERI.ALS SHALL BE MIXED
ORY ANO WATER ADDEO JUST SUFFICIENT TO MAKE THE MIXTURE FLOW
UNDER ITS OWN WEIGHT.
8.0 CURING AND PROTECTION
A. ALL EXPOSED SURF ACES OF CONCRETE SHALL BE PROTECTED FROM
DAMAGE DUE TO TEMPERATURE, ELEMENTS, AND CONSTRUCTION
OPERATIONS.
8. CURING:
B. I. ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROM
PREMATURE DRYING AND FRESI-IL Y PLACED CONCRE l"E SHALL BE
PROTECTED AGAINST WASH BY RAIN. ALL CONCRETE SHALL BE
KEPT WET FOR A PERIOD OF TEN DAYS AFTER PLACING.
B.2. ALL LIQUID CLIRJNG COMJ'OUNDS SHALL BE USED TN ACCORDANCE
WITH TI-IE MANUFACTURER'S RECOMMENDATIONS AND SHALL NOT
BE USED ON SURFACES RECEIVING CONCRETE HARDENER.
9.0 DEFECTIVE CONCRETE
A. CONCRETE WI IICH IS NOT IN ACCORDANCE WITH THESE SPECIFIC.A TIONS,
OUT OF LINE, LEVEL, OR PLUMB; SHOWING STRUCTURAL CRACKS, ROCK
POCKETS, VOIDS, SP ALLS, HONEYCOMBING, EXPOSED REINFORCING OR
OTHER DAMAGED SURF ACES SHALL BE CONSID ERED AS DEFECTIVE.
B. ALL FINES AND LR REGULARITIES SHALL BE REMOVED FROM EXPOSED
CONCRETE SURFAC ES WHILE THE CONCRETE IS STILL GREEN . WHERE
PATCHING IS REQUIRED, ALL LOOSE AND UNIFORM CONCRETE SHALL BE
REMOVED PRJOR TO PATCHING.
10.0 CONCRETE FINI SHES
FLAT SURFACES SHALL BE SCREEOEO TO THE REQUIRED LEVELS AND SLOPE
AND THEN ANY EXCESS WATER OR LAJTANCE REMOVED. CONCRETE SHALL
BE COMPACTED WITH A GRID TAMPER AND THEN FLOATED TO A TRUE AND
LEVE L SURFACE WITHIN THE TOLERANCE OF 1/8 INCH ALONG A 10 FOOT
STRA IGHT EDGE. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON ALL
FLA TWORK. SEE PLANS FOR CONCRETE FTNISH.
11.0 EXPANSION JOINTS
CONTROL JOINTS ANO OTHER EDGES SHALL BE FORMED IN FRESH CONCRETE
USING A CLEAN EDGLNG OR JOINTING TOOL TO PROV IDE A SMOOTl-1 lTNJFORM
FIN ISH.
12.0 CLEAN-UP
UPON COMPLETION or ALL CONCRETE WORK AND BEFORE FINAL
ACCEPTANCE, CONTRACTOR SHALL REMOVE ALL TOOLS, SURPLUS
MATERIALS, APPARATUS, DEBRIS, ETC., FROM THE SITE AND THE SITE SHALL
BE LEFT IN A CLEAN, NEAT CONDITION ACCEPTABLE TO OWNER
S J R
APPRO VEO roR
/RR/G A TION ANO PLANTIN G
ONLY, INCLUDIN G PRECISE
LOCATION or PLANTING
AREA.
AS-BUil T
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la nd pla n ning
RCE ___ _ EX P _____ _ DATE
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7859 Sitio Coco
Carlsbad, Ct-\ 92008
T EL 9 49 2 76 6500 1-----------------------1""
WW W .SJ /11/I C.CO m REVIEWED BY: cr,
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. PLANN ING DIVISION . 0 f-------+----+-------------------__J-----l-----l------l-----1 ~==:::'...'.===================='. ~ LANDSCAPE IMPROVEMENT PLANS FOR: ;i
CARIBBAD RANCH PLANNING AREA 5 -HOTEL 6 @ ;;:
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PLANNING /
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DATE INITI AL
DESIGNER OF WORK Expiration Da te: 09-30-26
REVISION DESCRI PTI ON
DATE INITIAL
OTHER APPROVAL
DATE
CITY APPROVAL
OWN BY: V('
CHKD BY: ~M~I __
RVWD BY: Ml
DRAWING NO. •n N 0 N
42 8-9SS ,-c
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GENERAL NOTES
RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) INSPECTION PROCEDURES
I.
A.
DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE:
REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES
(HORIZONTALLY ANO WRTICALL Y}.
~
N
LO 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WA ER
DISTRICT'S RULES AND REGULATIONS.
2. DRINKING WATER FOUNTAINS AND DES/GNA TED OUTDOOR EA TING AREAS SHALL BE
PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING.
CARLSBAD RANCH, PA NO. 5 B.
C.
D.
PIPE /DENT/FICA TION
SLEEVING AND CROSSINGS
APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS.
~
C)
C)
J. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE
BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING.
SHERATON HOTEL 6
4. HOSE BIBS ARE STRICTLY PROHIBITED.
5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES
ARE STRICTLY PROHIBITED.
6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULA T/ONS.
8. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE
HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED
BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED
TERTIARY RECYCLED WA TE.R SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED
USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED
TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M.
9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S
RULES AND REGULA T/ONS.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED
WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH
/RR/GA T/ON OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION
PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED.
11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER
SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGN A TED USE AREAS.
12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FDR THE
USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES,
ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF
THE CALIFORNIA HEAL TH AND SAFETY CODE.
14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED
WATER", COLOR-COOED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING
ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULA T/ONS.
75. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE
RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET
APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.
16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES
BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING
SEPARATION BETWEEN OTHER UTILITIES.
77. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A
POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE,
THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE
SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T/ONS.
18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD
MUNICIPAL WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEAL TH.
19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE
CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE
NON-INSPECTING PARTY.
20. THE DESIGN AND LOCA T/ONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN
SHALL BE CALLED OUT ON THE PLANS.
21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE
OESIGNA TEO IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE
PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE
RECYCLED PUREYOR'S RULES ANO REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED
WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE
PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT
IN CASE OF EMERGENCY CONTACT.' I/ARK fl'i'ACAM'QI AT {760) 81-1-70.J()
OR AFTER HOURS CONTACT.' I/ARK fl'i'ACAMCA AT (760) 81-1-70,JQ
22. ALL PUBLIC AND PRIVATE POTABLE WA TER MAINS INCLUDING FIRE MAINS ANO ANY
WATER WELLS ANO WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE
SHOWN ON THE PLANS.
23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR
DESIGN A TED OUTDOOR EA TING AREAS ON THE SITE.
24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED
WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY
DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.
25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND
RESULTS MUST BE GIVEN TO THE CITY ANO THE CARLSBAD MUNICIPAL WATER DISTRICT.
PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD
COPPER".
26. ONGOING CROSS CONNECTION TESTING IS REQUIRED EVE.RY 4 YEARS
TYPICAL SIGNS r BLACK LOGO
/PURPLE
/ 36"
BACKROUND
BLACK LETTERS
(N.T.S.)
SIGNAGE NOTES
THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY
POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EAS/L Y VISIBLE. PLACE
ON 8-1/2" X 17" SIZED SIGN.
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
1. GUIDELINES FOR RECYCLED WATER USE
A. 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
UNA TTENDEO DURING US£ OUTSIDE THE NORMAL SCHEDULE.
B. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING.
THE APPL/CATION RA TE SHALL NOT EXCEED THE INFIL TRA T/ON RA TE OF THE SOIL.
TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL
INFIL TRA T/ON RATE PRESENT. THIS PROCEDURE MAY BE FAG/LITA TED BY THE
EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING
THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA T/ON TIME INTO CYCLES
THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).
C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE
CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL D[CKS, PR/VA TE PATIOS AND
LOTS, ANO STREETS ANO SIDEWALKS.
D. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL
FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD
BE REPAIRED AS SOON AS THEY BECOME APPARENT.
E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING [ACH EMPLOYEE
AND ALL MAINTENANC[ PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE
PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFDRMEO
THAT WATER IS FOR /RR/GA T/ON PURPOSES ONLY AND IS NOT APPROVED FOR
DRINKING OR FOR HANO ANO TOOL WASHING, ETC.
F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA T/ONS TO
ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO
APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN
ACCORDANCE WITH DISTRICT STANDARDS.
1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED
WITH !DENT/FICA T/ON TAGS.
A. TAGS SHALL BE WEATHERPROOF PLASTIC, J"x 4", PURPLE IN COLOR,
WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK"
IMPRINTED ON ONE SIDE, AND "A VISO -AGUA IMPURA-NO TOMAR"
IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT
ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY
ENTERPRISES OR APPROVED EQUAL.
B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:
1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP
OR
J. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT.
2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WA T[R
SPRINKLER HEADS.
G. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE
IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USEO FOR
/RR/GA T/ON" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1" HIGH ON A
PURPLE BACKROUNO. TH£ SIGN SHALL BE PLACED SO THAT IT CAN BE REAO/L Y
SEEN BY ANY OPERA T/ONS PERSONNEL UTILIZING THE EQUIPMENT.
DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAW EXERCISED
RESPONSIBLE CHARGE OWR THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD
AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES
NOT RELIEW ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
THESE PLANS HAW BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT
PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO
LANDSCAPING.
FIRM NAME & ADDRESS:
SJA INC
CA 92008
DATE: 02-10-~
949-276-6500
REGISTRA T/ON NO: _4~4~0=5~---EXP/RAT/ON DA TE: 09-30-2026
WATER EFFICIENT LANDSCAPE DECLARATION:
I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE ANO !RR/GA TION PLANS CONTAINED IN THE CITY OF
CARLSBAD 's LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN
COMPLIANCE OS£ REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS
THOSE RE. TO PROVIDE EFFICIENT USE OF WATER.
DA TE: 01-16-2'
PHONE NO: ( 949 ) 276-6500
REGISTRA T/ON NO: ~4~40=5~---EXP/RATION DA TE: 09-30-2026
WARN IN G RECYCLED WATER
00 NOT DRINK
In Order to Conserve Water ... SH[[T TITLE
RECYCLED WATER
RECYCLED
WATER
IN USE
RW TITLt SHttT
/RR/GA TION PLANS
POT ABLE WATER
BYPASS LINE
SHEET NUMBER
4
5
SH HANDS AFTER CON TACTING
LAVESE US MANOS DESPUES DE USAR
DO NOT
DRINK
NO TOME
EL AGUA IRRIG. LtGEND & NOTES 6-7 ' 7A
12" X 36" SIZE
.032 ALUM INUM, .060 ABS PLASTIC
OR STICK-ON VINYL SIGNS
1" BLACK LETTERS
2" BLACK LETTERS WASH HANDS AFTER CONTACTING
LAVESE SU<.; MANOS DESPUES OE USAR
18" X 18" SIZE
.032 ALUMIN UM, .060 ABS PLASTIC
OR STICK-ON VINYL SIGNS Know what's below.
Call before you dig.
/RR/GA TION HROZON[ MAP 8
IRRIGATION DETAILS 9 -11
/RR/GA TION SPECS 12
~
1 IIGHLJNE POINT (AT FIRE
HYDRANT) FOR PROJECT.
2. DISTRICT FINAL INSPECTION SHALL INCLUDE:
A. SIG.NAG£ INSTALLED PER PLAN
B. CONTROLLER STICKERS
C. TAGGING OF VALVES
D. COWRAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE
PROTECTION OF AREA NOT APPROWD FOR RECYCLED WATER USE.
£ ALL ASPECTS OF THE /RR/GA TIDN CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF,
AND PONDING
F. REQUIRED PROTECTION OF ALL R£S/0£NTIAL AREAS.
G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC.
H CROSS-CONNECTION TEST IF REQUIRED
I COLOR CODED, LAM/NIA TED CHARTS INSIDE EACH CONTROLLER
3. ANNUAL INSPECTION SHALL INCLUDE:
A. A COMPLETE INSPECTION THAT WILL COVER A-/ OF THE DISTRICT FINAL INSPECTION
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER,
CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN THE FILED.
I
CJ) s
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I
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NOTE: 0
NEW /RR/GA TION MAINLINE AND VAL WS SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER
SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMUV AND
DEH. IND/CA TE THAT FINAL CONNECTIONS TO THE EXISTING !RR/GA TION RECYCLED MAINLINE ARE TO BE
PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMUV ANO DEH.
LEGEND
® EXISTING
POTABLE WATER METER
be\ EXISTING '!:::'.'.) BACKFLOW PREVENTER
®
(8)
EXISTING
RECYCLED WATER METER
(LOCA TEO FURTHER ALONG
ARMADA OR-SEE AS BU/LTS)
EXISTING
FIRE HYDRANT
---,,\f'lt-J-POTABLE WATER LINE
RW RECYCLED WATER LINE
--RG -PR/VA TE RECYCLED WATER
LINE-EXISTING
FM
~
FIRE SERVICE LINE
RECYCLED WATER USE
AREA
\\
\ \
SITE \
\
VI CIN ITY
\ \ ·, I I ,
\ PACIFIC , .
1 OCE .AN '
' ' . '
\
MAP
0
CITY OF VISTA
OF
CITY OF ENC INITAS
S J R
/""'J,,c ap;: an::hi rec /ure
I a 11d JJ ,' a 11" Ing
7859 Sitio Corn
Carlsbad, CA 9200X
CARLDSBAD MUNICIPAL WATER DISTRICT
DISTRICT ENGINEER
COUNTY OF SAN DIEGO
DEPARTMENT OF ENVIRONMENTAL HEALTH
AND QUALITY
I I
DATE
DATE
APPROVED FOR
/RR/GA TION AND PLAN TING
ONLY, INCLUDING PR[CIS[
LOCATION OF PLANTING
AREA .
AS-BUil T
RCE __ _ EXP,----DATE
~ 8. 00 NOT DRINK SIGN TE L 949 276 65 00 1--------------------1,:J!
www.>)'1,11c'.,·um REVIEWED BY:
INSPECTOR DATE
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5 ;
I" .-----,----,------------------,----,----.-----,.----.-----'--------------------10-
t----+-----+------------+---+----+----+------' I SH6EET 11 CITY o F c ARLS BAD
_ PLANNING DIVISION ~====----========================'. LANDSCAPE IMPROVEMENT PLANS FOR:
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6
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1----+---1------------------+---+---t----l-----l;=======================:~
~ "
I APPROVED: UhM1u~~ 1/__iJ(i,v r PLANNING ~ ~ * ~
DWN BY: ~c PROJECT NO. DRAWING NO. DATE INITIAL DATE INI TI AL CHKD BY: Ml LPC2024-0020
OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 03006 428-9SS
~
"'~=,:;..;',-==/_-:::: ~ ~ DATE INITIAL ~ L ____ 0
~~~;~;~:~t;o~n~D~a~te~:~09~-1~0-2~61 D:E:S:IG:NE:R~O:F_w:o:R:KL ___ R_E_v_1_s_1o_N __ o_E_s_c_R_1P_T_1_o_N ____ ~~~~~~L~~=~~~======~==============-l~
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NOTE:
ANY DAMAGED OR BROKEN EXISTING IRRIGATION
EQUIPMENT WILL BE REPLACED IN KIND.
CONTRACTOR WILL INSURE PROPER FUNCTIONING
OF EXISTING IRRIGATION SYSTEMS ON THE PROJECT
SITE AND ADJACENT PARKWAYS.
C. SLEEVES UNDER PAVING (NON-ROADS):
LESS THAN 3" IN DIAMETER-18" COVER
3" -5 1/2" IN DIAMETER -24" COVER
6" OR GREATER IN DIAMETER -36" COVER
SCHEDULE 40 PVC
I
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11
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IRRIGATION CONST. NOTES
t(;) LOCATE FIELD VERIFY AND COORDINATE WITH V OWNERS REPRESENTATIVE FOR THE LOCATION OF THE
EXISTING "T" CONTROLLER AND AVAILABLE STATION
TO USE PRIOR TO ORDERING MATERIALS.THE
CONTRACTOR IS RESPONSIBLE FOR EXTENDING,
LABELING AND CONNECTING CONTROL WIRES TO THE
CONTROLLER.
ri;:}, POTHOLE AND VERIFY EXACT LOCATION OF EXISTING V IRRIGATION MAINLINE AND WIRES, CONNECT ALL NEW
IRRIGATION SYSTEM, REPLACE EXISTING VALVES
(WHERE OCCUR) AND RE-USE IRRIGATION WIRE AND
STATION NUMBER.
REFERENCE LEGEND:
POC
-------
POINT OF CONNECTION
EXJSTING CONTROLLER "T"
EXISTING RECYCLED WATER
MAINLINE
- - --TEMP. HIGH LJ NE RECYCLED WATER
MAINLINE
BALL VALVE
-----LATERAL LINE
~~ RElVIOTE CONTROL VALVE
0 QUlCKCOUPLER VALVE
@@@@@ MP ROTATOR ON POP-UP @@)@@
CD TREE BUBBLER
-· · · · -= DRIPLINE --·-·-·-----
AIR RELIEF VAL VE
FLUSH VALVE
DRIP lNDICA TOR
*FOR COMPLETE LEGEND SEE SHEET 6
NOTE: PROJECT CURRENTLY HIGHLINED FROM THE FIRE
HYDRANT ON THE NORTH END OF GRAND PACIFIC
DRIVE.
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7859 Sitio Coco
Carlsbad, CA 9W0R
TEL 949 276 650 ,o
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GRAPHIC SCALE
10· 0 10· 30
~ , __ , _______ ,
SCALE r• = W
APPROVED F'OR
!RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION or PLANTING
AREA.
AS -BU il T
RCE ~--EXP. __ _ DATE
REVIEWED BY:
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7859 S1110 Coco
Carlsbad, CA 92008
TEI 9 ~9 2 76 6J 0D
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GRAPHIC SCALE
1 O' 0 10' 30
~ I_ I
SCALE: 1" ~ 10'
APPROVED FOR
!RR/GA TION AND PLANTING
ONLY, INCLUDING PR[C/S[
LOCA T!ON OF PLANTING
AREA .
A S-BU ILT
RCE ___ _ EXP. ___ _ DATE
!
Q t---------------------,3'
REVIEWED BY:
INSPECTOR DATE
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l----+------J--------------j------t----t------J-7 1s7HEaETIL_c_1_T_Y_o_F _c_A_R_L_s_B_A_D __ ~2" . PLANN ING DIVISION ,.
LANDSCAPE IMPROVEMENT PLANS FOR
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6
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PLANNING £ >
DATE INITIAL
DESIGNER OF WORK Expiration Dale: 09-30·26
REVISION DESCR IPTION
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
DWN BY:
CHKD BY: ~M=I __
RVWD BY: Ml
~ DRAWING NO. 8
N
428-9SS ;,: " "
NOTES
I. PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE ARCHITECT OF WORK SHALL
REVIEW/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER, AND AN IRRIGATION
SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY
WATER ORDINANCE AS FOLLOWS:
A.PRIOR TO OBTAINING OCCUPANCY THE LANDSCAPE ARCHITECT OF WORK SHALL
REVIEW/INSPECT THE PROJECT INCLUDING ALL AREAS SURROUNDING EACH PHASE AND SUBMIT
THE "CERTIFICATION OF COMPLETION" FORM AS AVAILABLE THROUGH THE CITY (CITY FORM
P25-D). ALSO PROVIDE AN IRRIGATION SCHEDULE, LANDSCAPE AND IRRIGATION MAINTENANCE
SCHEDULE, AND SOILS ANALYSIS REPORT WITH RECOMMENDATIONS AS REQUIRED BY THE CITY
WATER ORDINANCE AS FOLLOWS:
1) AN TRRIGA TION WATERING SCHEDULE SHALL BE PREPARED BY THE PROFESSIONAL OF RECORD
FOR ALL LANDSCAPE PROJECTS SU BJECT TO THE WATER EFFICIENT LANDSCAPE ORDINANCE.
THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO GRANTING A PERMIT OF
OCCUPANCY AND SHALL INCLUDE THE FOLLOWING INFORMATION:
a) A DESCRIPTION OF THE AUTOMATIC IRRIGATION SYSTEM THAT WILL BE USED FOR THE
PROJECT.
b)THE ETO DATA RELIED ON TO DEVELOP THE IRRIGATION SCHEDULE, INCLUDING THE SOURCE
OF THE DATA.
c) THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT
NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 6:00 A.M. AND 10:00 P.M.
d) THE PARAMETERS USED FOR SETTING THE IRRIGATION SYSTEM CONTROLLER FOR
WATERING TIMES FOR:
i. THE PLANT ESTABLISHMENT PERIOD
ii. ESTABLISHED LANDSCAPING
m. TEMPORARILY IRRIGATED AREAS
iv.DIFFERENT SEASONS DURING THE YEAR
e) THE CONSIDERATION USED FOR EACH STATION FOR THE FOLLOWING FACTORS:
i. THE DAYS BETWEEN IRRIGATION
ii.STATION RUN TIME IN MINUTES FOR EACH IRRIGATION EVENT, DESIGNED TO AVOID
RUNOFF
iii. NUMBER OF CYCLE ST ARTS REQUIRED FOR EACH IRRIGATION EVENT, DESIGNED TO
A VOID RUNOFF
iv.AMOUNT OF WATER TO BE APPLIED ON A MONTHLY BASIS
v. THE ROOT DEPTH SETTING
v1. THE PLANT TYPE SETTING
v11. THE SOIL TYPE
vn1. THE SLOPE FACTOR
ix.THE SHADE FACTOR
2) A MAINTENANCE SCHEDULE FOR THE LANDSCAPING AND IRRIGATION SYSTEM SHALL BE
PREPARED FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE WATER EFFICIENT LANDSCAPE
ORDINANCE . THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO GRANTING A
PERMIT OF OCCUPANCY AND SHALL INCLUDE PROVISIONS FOR THE FOLLOWING:
a) GENERAL LANDSCAPE AND IRRIGATION MAINTENANCE. THE SCHEDULE SHALL IDENTIFY
THE ENTITY TI-IA TWILL BE RESPONSIBLE FOR MAINTENANCE AND SHALL PROVIDE FOR ALL
OF THE GENERAL LANDSCAPE AND IRRIGATION MAINTENANCE REQUIREMENTS.
b) WATER EFFICIENT LANDSCAPE MAINTENANCE. IN ADD ITION TO THE GENERAL
MAINTENANCE REQUIREMENTS, THE MAINTENANCE SCHEDULE FOR LANDSCAPE PROJECTS
THAT ARE SUBJECT TO THE WATER EFFICIENT LANDSCAPE ORDINANCE SHALL INCLUDE
PROVISIONS TO:
c) MAINTAIN AND OPERATE THE LANDSCAPING AND IRRIGATION SYSTEM ON THE PROPERTY
CONSISTENT WITH THE MA WA.
d) MAINTAIN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY
NECESSARY TO MEET MA WA.
e) REPLACE BROKEN OR MALFUNCTIONING IRRIGA TTON SYSTEM COMPONENTS WITH
COMPONENTS OF THE SAME MATERIALS AND SPECTFTCA TTONS, THEIR EQUIVALENT OR
BETTER.
ENSURE TI-IA T WHEN VEGETATION IS REPLACED, REPLACEMENT PLANTINGS ARE
REPRESENT A TTVE OF THE 1-IYDROZONE IN WHICH THE PLANTS WERE REMOVED AND ARE
TYPICAL OF THE WATER USE REQUIREMENTS OF THE PLANTS REMOVED, SO THAT THE
REPLACED VEG ETA TTON DOES NOT RESULT IN MIXING HIGHWATER USE PLANTS WITH LOW
WATER USE PLANTS IN THE SAME HYDROZONE.
3) SOILS ANALYSTS REPORT AND RECOMMENDATIONS. A SOIL REPORT AND RECOMMENDATIONS
SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. IF GRADING IS NOT REQUIRED FOR
THE PROJECT, THE REPORT SHALL BE SUBMITTED WITH THE LANDSCAPE DOCUMENTATION
PACKAGE. IF THE PROJECT INVOLVED MASS GRADING OF THE SITE, THE SOIL REPORT AND
RECOMMENDATIONS SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLETION.
a) THE SOIL ANALYSIS SHALL INCLU DE INFORMATION ABOUT THE SOIL TEXTURE, SOIL
INFILTRATION RATE, PH, TOTAL SOLUBLE SALTS, SODIUM, AND PERCENT ORGANIC MATTER.
SOIL SAMPLE SHALL BE TAKEN FROM ENOUGH LOCA TTONS ON SITE TO REPRESENT AN
ADEQUATE CROSS SECTION OF CONDITIONS. IN PROJECTS WITH MUL TLPLE LANDSCAPE
INSTALLATIONS OR A LARGE LANDSCAPE PROJECT OF MORE THAN 10,000 SQUARE FEET, A
SOIL SAMPLING RATE OF I IN 7 LOTS OR 15% IS AN ADEQUATE CROSS SECTION.
b) THE REPORT SHALL IDENTIFY ANY RECOMMENDED SOIL AMENDMENTS, TYPE, AND
QUANTITY THAT MAY BE NEC ESSARY TO FOSTER PLANT GROWTH AND PLANT SURVIVAL IN
THE LANDSCAPED AREAS .
c) THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE
IN CORPORA TED INTO THE LANDSCAPE PL ANS PRIOR TO THE START OF CONSTRUCTION AND
SHALL BECOME PART OF THE APPROVED PLANS.
B.PRIOR TO OCCUPANCY THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW/INSPECT THE
PROJECT AND PROVIDE A CERTIFICATION LETTER FOR RELEASE OF SECURITIES (CITY FORM
P25-E), AND THE FOLLOWING:
!) THE SECURITY RELEASE LETTER SHALL CERTIFY THAT HE OR SHE HAS INSPECTED THE WORK
AND TI-IA T THE PROJECT COMPLIES WITH THE FOLLOWING CONDITIONS:
a) HAS BEEN MAINTAINED TN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS.
b) IS GROWING IN A HEALTHY AND THRIVING CONDITION.
c) ALL PLANTINGS REQUIRED UNDER SECTION 7 OF THE LANDSCAPE MANUAL HAVE BEEN
ESTABLISHED AS AN EFFECTIVE SURF ACE EROSION CONTROL.
d) THERE IS NO EVIDENCE OF EXCES SIVE RUN OFF FROM THE IRRIGATION SYSTEM CAUSING A
SOIL EROSION PROBLEM.
e) AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND
APPROVED BY THE CITY.
f) PRIOR TO RELEASE OF SECURITY, THE APPLICANT SHALL SUBMIT A LANDSCAPE IRRIGATION
AUDITTHATVERTFTES WATER USE TS WTTHINTHE PARAMETERS OF WHAT WAS APPROVED ON
THE PROJECT. THE AUDIT SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE
IRRIGATION AUDITOR. LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE PERSON(S)
WHO DESIGNED THE LANDSCAPE OR INSTALLED THE LANDSCAPE.
g) A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE
IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.
2. IF THERE ARE NO GRADING BONDS IN PLACE, COMPLETED IRRIGATION AS -BUILT PLANS AND
IRRIGATION AUDIT WITH HYDROZONES DIAGRAM WILL BE REQUIRED PRIOR TO OCCUPANCY.
IRRIGATION NOTES
WILL THE CONTRACTOR APPLY WATER AT A RATE SLEEVE LATERALS UNDER ALL PAVING 4 FEET I. INSTALL ALL IRRIGATION COMPONENTS
ACCORDING TO LOCAL CODES AND ORDINANCES. OF FREQUENCY WHICH CAUSES RUNOFF OR SOIL AND WIDER.
2. THE CONTRACTOR SHALL OBTAIN, COORDINATE SATURA TTON. SLEEVE MAINLINE UNDER ALL PAVING 4 FEET AND
AND PAY FOR ANY AND ALL PERMITS AND ALL 8. REFER TO DETAILS AND SPEClFICA TIONS FOR WIDER.
INSPECTIONS AS REQUIRED. INSTALLATION OF ALL COMPONENTS. ALL SLEEVES TO BE 2x SIZE OF PIPE TO BE
3. THE CONTRACTOR SHALL BE RESPONSIBLE AND 9. THE WORK SHOWN ON THESE PLANS IS SLEEVED.
LIABLE FOR ANY ENCROACHMENT INTO
ADJACENT PROPERTY, R.O.W.'S, EASEMENTS,
SETBACKS OR ANY OTHER LEGAL PROPERTY
RESTRICTIONS EITHER MARKED OR UNMARKED.
DIAGRAMA TIC, ALL ITEMS, IE. CONTROLLERS, 17. USE CHECK VALVES AS REQ'D TO ELIMINATE LOW
VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEAD DRAINAGE.
HEADS, ETC ... ARE SHOWN IN THIER APPROXIMATE 18. PRESSURE COMPENSATING DEVICES SHALL BE
4. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO FAMILIARIZE HIMSELF WITH
ALL UNDERGROUND UTILITIES. CONTRACTOR
SHALL REPAIR/REPLACE AT NO ADDITIONAL COST
TO THE OWNER, ANY DAMAGE TO UNDERGROUND
UTILITIES THAT MAY OCCUR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND
6.
LIABLE FOR ANY AND ALL DAMAGES TO
OPERATIONS OR WORK OF OTHER CONTRACTORS.
CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF ACTIVITIES WITH ALL
AGENCIES AND OTHER TRADES.
THE CONTRACTOR SHALL VERIFY ALL
LOCA TJONS ONLY. DO NOT SCALE ORA WINGS,
DETAIL ORA WINGS MAY CLARIFY LOCATION OF
SOME ITEMS. THE CONTRACTOR SHALL NOT
LOCATE ANY ITEMS WHERE TT TS OBVIOUS THAT
THEY ARE IN CONFLICT WITH UNDERGROUND
UTILITIES, STRUCTURES, OTHER IMPROVEMENTS,
OR VEHICULAR OR PEDESTRIAN SAFETY
CONSIDERA TJONS.
10. ADJUST ALL HEADS FOR MINIMUM OVERSPRA YON
ANY NONPLANTED AREAS AND COMPLETE
COVERAGE OF LANDSCAPE AREAS. THIS SHALL
INCLUDE SELECTING THE BEST DEGREE OF ARC TO
FIT THE EXISTING CONDITIONS (USE VARIABLE
ARC NOZZLES AS NECESSARY).
CONDITIONS AND DIMENSIONS SHOWN ON PLANS 11. LOCATE ALL SHRUB SPRAY HEADS 6" FROM EDGE
AT THE SITE PRIOR TO COMMENCEMENT OF ANY OF PAVING.
WORK. ALL DISCREPANCIES SHALL BE 12. DO NOT LOCATE ANY IRRIGATION HEADS CLOSER
IMMEDIATELY REPORTED TO PROJECT LANDSCAPE THAN 24" FROM HOUSE.
ARCHITECT AND CITY INSPECTOR FOR DIRECTION. 13. DO NOT USE FIXED RISERS IN TRAFFIC AREAS.
ANY CONTINUATION OF WORK IS AT THE
CONTRACTOR'S RISK AND EXPENSE.
7. THE CONTRACTOR SHALL ONLY APPLY
SUFFICIENT WATER TO PROMOTE HEAL THY
14. USE 6" POP-UP HEADS IN TURF AREAS, AND 12"
POP-UP HEADS IN SHRUB AREAS
15. USE VARIABLE ARC NOZZLES FOR AREAS OTHER
THAN 90, 180, OR 360 DEGREES.
GROWTH OF THE PLANT MATERIAL. AT NO TIME 16. SLEEVE IRRIGATION WIRING UNDER ALL PA YING.
CONTROLLER RUN TIMES
SHRUB ROTATOR
Low Water Use I Loam I Rotator .80 Gal/Hour
USED ON ALL NOZZLES TO ELIMINATE FOGGING.
19. WHERE VERTICAL OBSTRUCTIONS IN THE
LANDSCAPE AREA INTERFERE WITH THE SPRAY
PATTERN OF ANY SPRINKLER RE SUL TING IN
IMPROPER COVERAGE, THE IRRIGATION
CONTRACTOR SHALL RECTIFY THE COVERAGE OF
TRRIGA TTON, THE IRRIGATION CONTRACTOR
SHALL RECTIFY THE SITUATION BY FIELD
ADJUSTMENT TO THE IRRIGATION SYSTEM. THIS
MAY REQUIRE THE ADDITION OF QUARTER CIRCLE
SPRINKLERS TO EACH SIDE OF THE OBSTRUCTIONS
OR OTHER MEASURES. ALL SUCH ADJUSTMENTS
SHALL BE MADE AT NO ADDITIONAL COST TO THE
OWNER.
20. PIPING AND WI RE CO ND UTT PENETRATIONS
THROUGH WALLS AND INST ALLA TTON OF ANY
IRRIGATION EQUIPMENT UNDER PAVING MUST BE
COORDINATED WITH THE GENERAL CONTRACTOR
AND CONTRACTORS OF OTHER TRADES TO
ELIMINATE PROBLEMS THAT MAY ARISE FROM
INACCESSIBILITY OR DAMAGE TO ANOTHER
TRADE'S WORK.
Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
NOTE: CONTRACTOR SHALL ADJUST THE ABOVE
SCHEDULE FOR THE ESTABLISHMENT PERIOD AS
FOLLOWS:
Maximum Minutes per start t ime 6 6 6 7 7 8 9 9
Start time s per week* 3 3 4 5 6 8 8 8
Total minutes per week 18 18 24 35 42 64 72 72
*Start times per week may not equa l days per week. Multiple start times per day may be needed to avoid runoff.
SHRUB DRIP
Moderate Water Use I Loam I Drip .60 Gal/Hour
Month Jan Feb Mar Apr
Maximum Minutes per start time 15 15 15 15
Start times per week* 2 2 4 5
Total minutes per week 30 30 60 75
May
15
5
75
Jun
15
6
90
Jul Aug
15 15
6 6
90 90
*Start times per week may not equal days per week. Multiple start times per day may be needed to avoid runoff.
TREE BUBBLER
Moderate Wate r Use I Loam I Drip .60 Gal/Hour
Month Jan Feb Mar Apr May Jun Jul Aug
Maximum Minutes per start t ime 5 5 5 5 5 5 5 5
Start times per week* 2 2 3 4 4 5 5 5
Total minutes per week 10 10 15 20 20 25 25 25
*Start times per week may not equal days per week. Multiple start ti mes per day may be needed to avoid runoff.
8
6
48
Sep
15
5
75
Sep
5
4
20
WORST CASE SCENARIO CALCS FROM METER Rl@ CANNON RD.
VALVE: T-49
GPMDEMANDATVALVE: 24.00
LATERAL PIPE
SIZING CHART
SCH. 40PVC
1 STATIC PRESSURE AT SOURCE (POC OR VALVE)
2 NET ELEVATION CHANGE(+/,) (FT)
HIGHPOINT TO VALVE, POC TO VALVE, OR POC TO SOURCE IF CALCUlA TING
PRESSURE LOSS AT POC ONLY /NOT VALVE)
3 PRESSURE RESULT! NG FROM ELEV. CHANGE (LINE 2 x 0.4333 I
4 LATERAL LINE LOSS
DISTANCE FROM SPRAY HEAD TO VALVE, CONSULT CHART BASED ON SIZE
OF lATERAL LINE & ClASS OF PIPE USED.
5 MAINLINE LOSS (TOTAL)
DISTANCE FROM POC TO VALVE, CONSULT CHART BASED ON SIZE OF
MAINLINE & ClASS OF PIPE USED. LEA VE BlANK IF CALCUlA TING PRESSURE
LOSS AT VALVE ONLY VS. AT POC.
6 FITTINGS LOSS (10% OF LINE 4 +SI
7 CONTROL VALVE (LOSS THROUGH VALVE ITSELF)
8 BACKFLOW PREVENTER (IF APPLICABLE)
9 4" GATE VALVE
10 PRESSURE REG. VALVE (IF APPLICABLE)
11 TOTAL PRESSURE LOSS (SUM OF LINE 4 -10 )
12 PRESSURE REQUIRED AT HEAD
86.86
41.00
17.77
0.50
0.20
3.60
12.00
0.7S
0.00
18.55
40.00
SIZE FLOW (GPM)
3/4" = 0 -7.9
l" = 8 -12.9
1-1/4" = 13 -22.6
1-1/2" = 22.7 -30.8
7 6 6
5 3 3
35 18 18
Oct Nov Dec
15 15 15
4 2 2
60 30 30
Oct Nov Dec
5 5 5
3 2 2
15 10 10
MAINLINE PIPE
SIZING CHART
SCH. 40 PVC
SIZE FLOW (GPM)
3/4" = 0-7.9
1"
1-1/4"
1-1/2"
= 8 -12.9
= 13 -22.6
= 22.7 -30.8
CLASS 315 PVC
SIZE FLOW (GPM)
2" = 30.9 -49
• RUN ALL STATIONS USING THE ABOVE RUN TIME
EACH DAY TO KEEP THE SOIL OPTIMALLY MOIST
AT ALL TIME DURING THE FIRST 90 DAYS OF
ESTABLISHMENT.
• ADJUST EACH STATION AS NECESSARY FOR
ACTUAL SITE CONDITIONS .
• AT NO TIME SHALL RUN OFF BE PERMITTED.
ADJUST START TIMES TO ACCOMMODATE LOCAL
SOIL PROFILES.
• WATERING SHALL OCCUR BETWEEN 10PM TO
6AM.
SMART CONTROLLER NOTE:
• THE ABOVE SCHEDULE IS A GUIDE ONLY.
• DO NOT OVERRIDE SMART CONTROLLER
FUNCTIONS .
• CONTRACTOR SHALL FOLLOW MFG.
INSTRUCTIONS FOR INPUT OF ALL IRRIGATION
SYSTEM REQUIREMENTS FOR SCHEDULING,
IN CLUDING PREC. RA TES, PLANT TYPES, SOIL
PROFILE, SLOPE ETC ...
NOTES:
I. NEW IRRIGATION MAINLINE AND VALVES SHALL BE
HIGH-LINED /\ND CONNECTED TO J\ POTABLE WATER SOURCE
PEN DING SUCC ESSFUL COMPLETION OF CROSS CONNECTION
TESTS AS PERFORMED BY CMWD AND DEH. INDICATE THAT
FINAL CONNECTIONS TO THE EX ISTING IRR IGATION RECYCLED
MAINLINE ARE TO BE PERFORMED ONLY AFTER AP PROV AL IS
PROVIDED BY CMWD AND DEH.
2. SEE APPROVED CITY DWG #428-9MM. #428-9T AND #428-9L FOR
ADDITIONAL INFORMATION OF EXISTING POINT OF
CONNECTrON METER AND IRRIGATrON EQU IPTMENT SUCH AS
BACKFLOW PREVENTER, CONTROLLER MASTER VALVE AND
FLOW SENSOR.
3. ONLY POP-UPS SHALL BE USED IN THE RIGH T-OF-WAY AND
WHEREVER WITHIN 10' OF ANY HARDSCAPE, TURF, OR OTHER
AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR.
4. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGAIT
ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN
IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPF,RMEA.llLE
SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE
WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREi\
4.1. INSTALL SPRAY/ROTATOR HEADS 24" FROM HARDSCAPE
TYPICAL.
ROTA TOR LEGEND (NON POTABLE)
I
SYM MFG MODEL GPM PRECIP ARC PSI RAD DET.
(1[)', HUNTER PROS-12-PRS40-CV-R W/
"--7 MP CORNER NOZZLE 0.19 45 40 8'-15' G/11
@A PROS-1 2-PRS40-CV-R W/
HUNTER MPI000-Q NOZZLE 0.21 0.41 90 40 8'-15' Gil I
-@B HUNTER PROS-12-PRS40-CV-R W/
MPl000-HNOZZLE 0.42 0.41 180 40 8'-1 5' Gill
r-:--. PROS-12-PRS40-CV-R WI l'?}y HUNTER MP2000-Q NOZZLE 0.43 0.41 90 40 131-21 Gil!
r----r------r--w HUNTER PROS-12-PRS40-CV-R W/
'-E5' MP2000-I-I NOZZLE 0.77 180 40 13'-21 G/11
'
{y0 HUNTER PROS-12-PRS40-CV-R W/
'-'2'Y MP3000-Q NOZZLE 0.86 0.39 90 40 22'-3 0' G/11
~ HUNTER PROS-12-PRS40-CV-R WI
'~ MPLCS -515 NOZZLE 0.22
,]CS') HUNTER PROS-12-PRS40-CV-R W/
'= MPRCS-515NOZZLE 0.22
HUNTER MPR40-l 2-CV-R-MPSS-530 0.44
0.40 40
0.40 40
0.40 40
5' X
15'
5'x
15'
5' X
30'
Gill
Gil 1
Gill
IRRIGATION LEGEND (NON POTABLE)
1------~-----~---~--------~----------------,
SYM
0
MFG
NELSON
MODEL
7645 QUICK COUPLING VALVE W/ PURPLE LOCKING COVER
(RECYCLED)
DET.
B/12
------+---------------------------)------,
HUNTER
APPROVED
NETAFTM
HDL-06-18XX INSTALL PER MFG INSTRUCTIONS -STAPLE 2"
BELOW SURFACE. INSTALL FLUSH VALVE AT LOW POINT IN
SYSTEM. PURPLE STRIPE FOR RECYCLED WATER SYSTEMS
MANUAL LINE FLUSHING VAL VE -VERIFY LOCATION IN FIELD
-LOCATED AT LOW POINT OF SYSTEM
V AC. RELIEF VAL VE PER MANUF. SPECS. -VERIFY LOCATION IN
FIELD -PLACE@ H1GH POINT OF SYSTEM
1806-SAM-5HB(.50 GPMS) STREAM W/PRESSURE COMPENSATING
B,E,F
/13
G/12
A/13
SCREEN. 2 PER TREE. SPACED 3' FROM ROOTBALL, INSTALLED
1------1-----------lrO=N~E=A=C=H~S=ID=E~O=F~R=O~O~T B.=A=L=L~-~P~URP==L=E~C=A~P~-----------+--------1
CX) RAIN BIRD D/11
EXISTING
APPROVED
APPROVED
RECYCLED WATER MAINLINE -SCH 40 PVC -SIZE PER PLAN -
1-1/2" SCH 40 -2" & ABOVE CLASS 315
PURPLE PVC SCH 40 IRRIGATION PIPE. PIPE SIZES 1" AND
ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS
BEING 3/4" MIN. IN SIZE. SEE PLAN FOR SIZE.
PURPLE SCH 40 PVC SLEEVE -2X PIPE DIA. MIN. -SLEEVE PIPING
UNDER ALL PAVING 3' OR WIDER
C,D/13
C,D/13
C/13
ffi RAIN BIRD XCZ-100-PRBR CONTROL ZONE KIT W /IN JUMBO PURPLE
~ PLASTIC VAL VE BOX Bil!
r----r------r--------j
1', RAIN BIRD PESB-R-PRS-D REMOTE CONTROL VALVE -W / IN PURPLE
\J PLASTIC VAL VE BOX -SIZE PER PLAN C/12
KING BROS.
CT] EXISTING
® HUNTER
APPROVED
NOTE:
EBV--l000T PVC BLOCKED BALL VALVE (LINE SIZE) W/PURPLE Nil
HANDLE & VALVE BOX
POTABLE / RECYCLED WATER LINE CROSSING
CA6-HU6-TW /LPP/HSSE/1-IICRA/DUAL l 40/DUALS4/EMP-l 6/GR-K5
48 STA. SATELLITE CONTROLLER SEE CITY APPROVE
DWG#428-9PP
ECO-IR-12-R DRIP INDICATOR (ONE PER DRIP VAL VE), INSTALL
PER MANUF RECOMMENDATIONS.
N II
RECYCLED WATER MAINLINE -SCH40 PVC-SIZE PER PLAN -
1-1/2" SCH40 -2" &ABOVE CLASS 315 ~~~~----------~--~
I. TREE BUBBLER LOCATIONS ARE DIAGRAMMATIC AND
SI-IAI"L BE LOCATED 3" MJNIMUM OUTSIDE OF THE TREE
ROOTBALL, 2 PER TREE.
r-COMMENT
IRR! G A TIO N ~DRIP SHRJB
METHOD []D--VAL VE NO.
G.P.M. (GPI-I)~ VALVE SIZE 2. NOTE THIS IS A LOOP SYSTEM ANY CHANGES IN THE
MANILINE LAYOUT SHALL BE APPROVED BY THE LA.
3. ALL DRIP FITTING SHALL BE PLD-LOC MANUF. BY
HUNTER
S J H
/11ndscC1/J~ arclri/C<~·1rrr,•
iafld p/a,.11i11)!
7859 Sitio Coco
Carlsbad, CA 92008
HYDROZONE _/ l______ AREA
APPROVED rOR
!RR/GA T!ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON Or PLANTING
AREA.
AS-B UILT
RCE __ _ EXP ____ _ DA TE
T EL949 276 6511(1 Q 1--------------------1~
WW '1' .. l'JcJ I Ill". C'r>IJI REVIEWED BY: D
~ "' -----~
REFER TO MFR. SHEET FOR PRESSURE REQUIREMENTS. FOR DRIP SYSTEMS,
OUTLET PRESSURE AND PIPING IS TYPICALLY SET TO DELIVER REGULA TED
.----.------,----------------,----c--~'--r-----.---,----~-IN_S_P_E_CT_O_R ___________ D_AT_E_---1~
PRESSURE OF 30 PSI
13 TOTAL PRESSURE REQUIREMENT (LINE 11+12) 58.55
14 AVAi L. STATIC PRESSURE AT POC (+/-LINE 1 & LINE 3) 69.09
RESIDUAL PRESSURE (LINE 14 -13) 10.54
t------+--t-----------+--+---+---t-----1 1 sH8EET 1 1 CI TY OF CARLS BAD I ~0,
. PLANNING DIVISION .
1----1----+----------------+---l----+--+----I ~L=AN::::D==s==c=:'.A_;P::::E=:=IM=.:P::::R::::O=:V::::E::::M::::EN::::T~P::::L=A==N==s=F==O::::R=: ========; §
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6 ~
C)
t:
\}'~USCAt "'-. --§!
~ ,I -114: ~
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:':;r~'l==cc-___ ~ :========:=========================:====~===~===~====: I APPROVcD ~ J; ~ "7/ Z ,/..{'{,Lt I ~[,!-•. ~ ~ .. SIGNAlURE ~ PLANNING fl4 ~ ,fl'. EXP. 9130!26 * f7
~\. 02-10-,J ,..,,
-7'/',;-~ """ ~~, DWN BY: -~~~'-PROJECT NO. DRAWING NO. '"
or c~c\'"' DATE iN1 T1AL REVIS ION DESCR IPTION DATE INITIAL DATE INITI AL CHKD BY: ~M~1 -LPC2024-0020 428-9SS :
L ____ _.::;;:t:::..:=:....c::=::::::::-Lo_Es_,G_N_ER_o_F _w_oR_K.1_ _______________ _..L._oT_HE_R_A_P_PR_o_vA_L_..L._c_1T_Y_A_P_PR_o_vA_L--1..::R=V=W=D'="'B=-"'Y=:~=M=I ===~=-=-::-'=D".'.::=E~=v'=~o~=3':'.::0':'.::0':'.::6'=-=-=-:::.:========-.1"' Expiration Date: 09-30-26 ~ _ _::
GUIDELINES FOR RECLAIMED WATER USE
THE FOLLOWING GUIDELINES HA VE BEEN ESTABLISHED BY CARLSBAD WATER DISTRICT. THEY ARE TO PROVIDE THE BASJC
PARAMETERS FOR THE USE OF RECLAJMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE
WITH THESE GUIDELINES YOU MUST:
1. TRRIGATTON BETWEEN THE HOURS OF 10:00 PM. TO 6:00 A.M. ONLY WATERING OUTSIDE THIS TIME FRAME MUST BE DONE
MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED
DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AND
PONDING.
2. 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. TIDS PROCEDURE MAY BE FACJLITATED BY THE
EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (J.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP
THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM WATER ABSORPTION).
3. 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.
4. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASTS, OF THE PRESENCE OF RECLAIMED WATER, AND THE
FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HlGH TURNOVER RA TE OF EMPLOYEES IN THE
LANDSCAPE INDUSTRY, IT TS IMPORTANT THAT TIDS fNFORMA TION BE DISSEMINATED ON AN ALMOST DAIL y BASIS. IT IS
YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES.
5. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE FACILITIES. SUCH CHANGES
MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH
DISTRICT STANDARDS.FAIL URE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM TN
VIOLATION TO THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE
APPROPRIATE CORRECTIVE STEPS HA VE BEEN TAKEN.
COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD RULES
AND REGULA TIONS.
2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE
PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF .
3. BEST MANAG EMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE
BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING.
4. HOSE BIBS ARE STRICTLY PROHIBITED.
5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER
LINES ARE STRICTLY PROHIBITED.
6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR
APPROVAL OF THE CITY OF CARLSBAD.
7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CITY OF CARLSBAD RULES
AND REGULATIONS.
8. HOURS FOR IRRTGA TTON WITH RECYCLED WATER ARE FROM 10:00P.M. TO 6:00 A.M. THE
HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE
MODIFIED BY THE LOCAL AUTHORITY.IRRIGATION DURING PUBLIC USE PERIODS
WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION
OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER
QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE
HOURS OF 10:00 P.M. AND 6:00 A.M.
9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CITY OF CARLSBAD RULES AND
REGULATIONS.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH
RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION
THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN,
CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED.
11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE
OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS.
12. RECYCLED WATER QUICK COUPLING VAL YES SHALL BE OF A TYPE DESIGNED FOR THE
USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CITY OF CARLSBAD RULES
AND REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE
BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER A WWA GUIDELINES AND SECTION
116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE.
14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR
RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND
STENCILING ORIENTED TOW ARD THE TOP OF THE TRENCH PER THE CITY OF
CARLSBAD RULES AND REGULA TTONS.
I 5. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE
RECYCLED WATER AND SEW ER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET
APART OR AS DIRECTED BY THE PROJECT ENGINEER AND /OR REGULATORY AGENCY.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.
16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE
INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES
CROSSING SEPARATION BETWEEN OTHER UTILITIES.
17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A
POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER
LINE, THEN THE RECYCLED WATERLINE SHALL BE INSTALLED WITHIN AN APPROVED
PROTECTIVE SLEEVE AS PER THE CITY OF CARLSBAD RULES AND REGULATIONS.
18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND
COVERAGE TEST AS DIRECTED BY CITY OF CARLSBAD AND THE SAN DIEGO COUNTY
DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO ANY USE OF RECYCLED WATER.
19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CITY
OF CARLSBAD AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL
HEALTH. COPIES OF INSPECTION RE PORTS WILL BE FORWARDED TO THE
NON-INSPECTING PARTY.
20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK"
SIGNS SHALL BE CALLED OUT ON THE PLANS.
21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR
SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH
PLUMBING SYSTEMS WITHlN THE PROPERTY, WITH THE BASIC CONCEPTS OF
BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES
AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED \VA TER
SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE
PROVIDED TO THE CITY OF CARLSBAD AND/OR THE SAN DIEGO COUNTY DEPARTMENT
OF ENVIRONMENTAL HEAL TH.
IN CASE OF EMERGENCY CONTACT:
NAME: MIKE PRACANICA
PHONE NUMBER:760-814-7030
OR AFTER HOURS CONTACT:
NAME:
PHONE NUMBER:
22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY
WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL
BE SHOWN ON THE PLANS.
23.CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR
DESIGNATED OUTDOOR EA TING AREAS ON THIS SITE.
24.EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE
PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED
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 EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS
INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS.
25.A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS
IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE
PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.
26. THERE SHALL BE NO DIRECT (PIPE-TO-PIPE) DRAINA GE OF RECYCLED WATER IN THE
STORM DRAINS.
27.ABSOLUTEL Y MINIMIZE BY BEST MANAGEMENT PRACTICES RECYCLED WATER
RUNOFF TO STORM DRAIN S.
28.DESIGN OF BROW DITCHES AND CATCH BASINS SHALL ABSOLUTELY MINIMIZE
RECYCLED WATER RUNOFF INTO STORM DRAINS.
29. ALL RECYCLED WATER SPRINKLER CONTROL VAL YES SHALL BE TAGGED WITH
IDENTIFICATION TAGS. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN
COLOR, WITH WORDS "WARNING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON
ONE SIDE, AND "A VTSO -AGUA JMPURA -NO TO MAR" ON THE OTHER SIDE. IMPRINTING
SHALL BE PERMANENT AND BLACK IN COLOR.
ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:
ATTACH TO VAL VE STEM DIRECTLY OR WITH PLASTIC TIE WRAP; OR ATTACH TO
SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP.
S J R
la 11Jscape archi 1ccrr1r,,
lr,11J p/,,11 ni11g
APPROVED FOR
/RR/GA TION ANO PL ANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
AS-BU ILT
RCE __ _ EXP. ___ _ DATE 7859 Sitio Coco
Carlsbad, CA 92008
TEL 949 276 6500 1------------------1'° " www oj <1inc.c·o m REVIEWE D BY: ~
~ "' -----~
,-----,---~--------------~---_.L_.--_______ ...J...::IN.:.::S::...P.:::.EC:::..:T~O.:.:,R ________ __,:D:::.:,A.:.,:T.:::_E_--ll~
l----+--+----------------a---1--+------l--------.l I s H9EET 1 1 CIT Y OF CARLSBAD I ~o~
. PLA NNI NG DIVISION . '===~===============~ ~ l----+--+---------------1----+--1----I----I LANDSCAPE IMPROVEMENT PLANS FOR: ~
CARI.sBAD RANCH PLANNING AREA 5 -HOTEL 6 i:: u <(
~
\,'o\\\lSCApZ:...., --~
0 ' " l----+--+---------------1----+--1----I----I ==================~ ;l ~ ~ 0 ~ "',~~~,;,--~ ~ I APPROVED: /'//}A. A:,,///,/1 I ;:
-_, '-CSC --; ------'--~--''---'---"f.J,'-.t.&'.l~==---,.,, Ii J,( Z-1.P ·,--,
LiXP 9C.l\.'2G * PLANNING T . ~ ~ 02-10-~ ~ 1";,b o.m -.,,.,,,_~ I--D-A-TE-+-1N-IT-IAL-+----------------+---.l----1---+----1 OWN BY: n PROJECT NO. DRAWING NO. 8 "or c~1,\'-" DATE 1N1T1AL DATE 1N1T1AL CHKD BY: Ml LPC2024-0020 c,
DESIGNER OF WORK REVISION DES CRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 03006 428-9SS 8 Expiration Dale: 09 30 26 '-----"<--'=-"-'=-'"'-"-'"'--_J n ~
1,.:':
'3/) 'i
•
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Know what's below.
Call before you dig.
7~ ·,~ ,
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........ -....__ ,-,
HYDROZONELEGEND (RECYCLED)
)
6-8-8--8--<l HYDROZONE (1) SHRUB,MEDI UM WATER, DRIP
~~~~~ 4,689 S.F.
~ HY DROZONE (2) SHRUB, MEDIUM WATER,
~ ~~~~ ROTATORS -3,302 S.F,
P??:?:?J HYDROZONE (3) BASIN, MEDIUM WATER,
~~~-=-.cce.d ROTATORS -841 S.F.
f1i
)
I ', " I,,
GRAPHIC SCALE
10'
1--
SCALE : 1" = 10'
30
I
WATER EFFICIENT LANDSCAPE WORKSHEET
HYDROZONE INFORMATION TABLE
Plant % of Total Controller Irrigation Hy:Jrozone H'l(Jrozone• Zone or Valve Type/Factor*** Landscaped Program No. Method .. Area (Sq. FI.) (PF) Area
T MW 1 Bubbler 0.75 1,100 10.28%
T LW 2 Bubbler 0.75 375 3.50%
T MW 3 Rotator 0,75 907 847%
T LW 4 Rotator 0,75 3,670 34.29%
T MW 5 Drip 0,80 4,651 4346%
Total Planted Area 10.703 100,00%
• Hydrozone .. Irrigation Method ... Plant Factor from WUCOLS Ill
CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU)
Hydrozone Number (1 -5 are SLAZone Below)
Process 1 Step No
Controller 'T' SLA
Recicled
(Below) Bubbler
Evapotranspiration Rate 1 44.0 (ETo)'
Con1ersion Factor 2
(Step 1 X Step 2) 3
Plant Factor (PF)"
(F rom WUCOLS) (IA_W-4 05
HW) (0 1 -08)
hea of H',{Jro2Dne (sq 5 1,100 ft) (H/lj
(Step 4 X Step 5) 6 550
Irrigation Efficiency
(IE)'" 7 0.75
(Step 6 + Step 7 8 733
(Total IIJI Step 8 + Total 9 SLAsq ft. in Step 5)
(Step 3 x Step 9)
Estimated Total Water
Use in gallons per)'lar 10
(ETWU) -Total shall not
exceed MAWA
ETo'
West of 1-5 = 40 0
Eastofl-5 and West of El Camino Real = 44.0
East of El Cam ino Real= 47.0
Applicant may pro~de a different Eta if supported
by documentation sub1ectto approval by the Cily
Planning Diesion
"Plant Factor & Water Use
0.1 =vLW-VeryLowWaterUsePlants
03 = LW -Low Water Use Plants
O 5 =MW -Moderate Water Use Plants
0.8 = HW-High Water Use Plants
2
SLA
Rec){'led
Bubbler
44.0
03
375
113
0.75
150
MAXIMUM APPLIED WAT ER USE (MAWA) calculation :
MAWA= (ETo) x (0 62) x {(ETAF x LA)+ [(1-ETAF) x SLA])
3 4
SLA SLA
Recicled Recicled
Rotator Rotator
44.0 44.0
0.62
27.28
05 03
907 3,760
454 1,1 28
0.75 0.75
605 1,504
5,899
160,921
""'"'lE
Micro-spray = 80
Spray= .72
MP Rotator = 75
Bubbler= 75
Drip= 80
5
SLA
Recycled
Drip
44.0
0.5
4,651
2,326
080
2,907
168,234
Total Landscape Nea
X
S J R
APPROVED FOR
!RR/GA TION ANO PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA.
/a11JS1:ape archi1e c111re
I a11d µ lu 1111 i u g
AS-BUI LT
Cl "' -----0
7859 Sitio Coco
Carlsbad, CA 92008
TEL 9H 276 650 0
w11·w s_1ar!ic.c r,m
RCE __ _ EXP, ___ _ DATE
~
" :,,
1--------------------l~
REVIEWED BY: "' ~ ~
-' "' INSPECTOR --□-A-TE--~
~----~---------------~-~--'-~----~-----''---'-";.:,_:....;._ ____________ ....j,i;i
l----+-+-----------+--+----+--+-----l l S1HEOET 11 CITY Q F CARLS BAD I uu~ . PLAN NIN G DIVISION . l----+--+----------------jf---+--+--+----l ;:::====--'====;==========~"
l------1---l-----------------1------+--+-----1---l LANDSCAPE IMPROVEMENT PLANS FOR:
CARLSBAD RANCH PLANNlNG AREA 5 -HOTEL 6
-• -* l-----l--+-----------------1------+--+------I----I -'-P=,:LA:;=N=;Nl;:::NG:::==,=;::=~=,==:;;:;:;:;;:::;;;::;;;;::::;:;:;==~~;;;:_;;_;:;:_~;:._~~ ~ ,--"'--•/2 .::::: r;::: -= DATE DWN BY: PROJECT NO. DRAWING NO. S or CA~\ INITIAL REVISION DESCRIPTION oATE INITIAL oATE INITIAL CHKD BY: --"M"'-1 -LPC2O24-OO2O 428-9SS ~
DESIGNER OF WORK OTH ER APPROVAL CITY APPROVAL L'.'R_,__VW"'Do___c,B-"Y:'-="M==I =cJ DEV 0 3 006
L_ ___ __E;E_:E'P;!::iro2.!_t~ion2..!!.:Da;.::te;;__!0~9-~30:!=-26~----_j_---------------..L--_:___:_____::__J__:__ __ _:___:__.:_J_'.::::=::::::'.::===~"=-=-=~"'::'.:~-'.::::~"'::'.:~~~"'::-::-::-::'..'.:::::::===~1
D
G
11 1
LEGEND
G) POP-UP HEAD (PURPLE)
(2) FINISH GRADE
I ,
G) SCH. 80 PVC NIPPLE LENGTH AS NECESSARY
,8) SCH. 40 PVC TxT 90 DEGREE ELL
(5': MARLEX 90 DEGREE STREET ELL
~ G_) SCH. 80 PVC NIPPLE (6" LONG)
(j) NON-PRESSURE LATERAL LINE & TEE FITTING
® MARLEX90DEGREEELL
® ANTI-DRAIN VALVE-ALL DOWN SLOPE HEADS
-IF NOT FITTED IN HEADS
NOTE:
A. LOCATE HEAD 24" FROM WALKS, CURBS,
HARDSCAPING, AND MOW STRIPS
B. LOCATE HEAD 6" FROM ALL STRUCTURES. USE
TEFLON TAPE ON ALL MALE THREADS.
C. LOCATE TREE BUBBLERS 3" MINIMUM FROM
ROOTBALL AND/OR 3' FROM TRUNK
SPRAY/BUBBLER
TOP OF SLOPE
6 ,-----,.__
(TRIPLE SWING ASSEMBLY)
LEGEND
ROTOR HEAD
(i)FINISH GRADE
(2_)POP-UP SPRAY I ROTOR WI RUBBER COVER (PURPLE)
(:D PVC LATERAL
(~)TEE OR ELBOW
(~)scl-1. 80 PVC NIPPLE-6" MIN.
(ci)MARLEX 90 DEGREE STREET ELL
/~ ('?_)PVC 90 DEGREE ELL
C
F
LEGEND
(D PURPLE, LOCKING CIRCULAR PLASTIC VAL YE BOX
WITH PURPLE ID TAG. HEAT BRAND "AYR"
@ AIR VACUUM RELEASE VALVE -AG PROD. ARV-2.
G) SCH. 80 TX T PVC COUPLING TO BE LINE SIZE WITH
VALVE
(D SUPPORT BRICKS (2 REQUIRED)
0)
@
12" MIN. DEPTH OF 3/4" CRUSHED GRAVEL
SCH. 80 PVC NIPPLE SIZE PER LINE. LENGTH
DETERMINED BY CLEARANCE OF 3" BETWEEN
VAL VE AND TOP OF VAL VE BOX
(i) COMPACTED SUBGRADE
@ SCH. 80 TEE FIT TING
(ji) FINISH GRADE
@ MULCH
_! I -1 =I
.:=.1 i -_i
i -=I 1 ·=---=1
1-
/r
2 )---------,-L-----'-,
~--<JO
9
MAINLINE AIR V AC
2 24"
~O' MIN. TO POTABLE MAINLINE IN 5TRtET l
1
NOTE,
' z
I
.
N
5
(j) SIDEf'vllLK.
@ GURB.
@ METER BOX WMETER.
@ Pot ABLE SERVICE LINE.
@ REGLAIMED WATER IRRIGATION
MAINLINE r'V$LEEVE.
VERTICAL CLEARANCE OF 12" HIN. IS MANDATORY rlHEN CR0$51Ni, PATH OF A
POTABLE f'vllTER UNE. INSTALLATION OF RECLAIHED WATER IRRl6ATION MAINLINE
24" FROM FAGE OF SIDE!liALK f'11LL PROVIDE THE NECESSARY IO' HORIZONTAL
GLEARANGE rROM POTABLE MAINLINE IN THE STREET.
POTABLE SERVICE LINE CROSSING
B
E
~-----;4 ~-----1 l
,,----{]]
,,------\ 3
l
11 i:--!.!.-----1 9
I I• ., '' '
~-------1 8
LEGEND L__----------10 1
MULCHBED
FINISH GRADE.
PRESSURE SUPPLY LINE
REMOTE CONTROL VALVE (REFER TO PLAN)
5 SOLENOID WIRES -PIGTAIL EACH 36" LONG
6 CHRISTY VALVE TAG W/VALVENUMBERIMPRINT
7 PRESSURE REGULATOR -REFER TO PLAN
8 3/4" CRUSHED ROCK.
9 BRICKS (4 REQ'D.)
PURPLE RECTANGULAR JUMBO PLASTIC VALVE BOX - W/ LID
PVC UNION FOR SERVICING ASSEMBLY.
12 IN-LINE FILTER -REFER TO PLAN
RCVDRIP
LEGEND
1-20"x14" JUMBO RECTANGULAR VALVE BOX
2-16"x11" STANDARD RECTANGULAR VALVE BOX
3-10" DIA. ROUND VALVE BOX
4-EDGE OF AREA, CURB, WALK OR WALL
DW RW
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DW RW A BS
BV
CCC
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DW RW A
DW RW A
DW RW A
DW RW A
IDENTIFICATION GUIDE
AIR RELIEF VALVE
BASKET STRAINERS
BALL VALVE
COMMUNICATION SPLICES
FERTILIZER INJECTORS
FLOW SENSORS
12"
PLAN
A
2 2
VALVE NUMBER
RECYCLED PIPE/
POT ABLE WATER PIPE CROSSING r FINISH GRADE
-ii I I I 1-:1_] I _ _,_,,
--I 1-11 ' 1 --
1 '.1---1 1-I 1 · --
-. i-1 I 11 ! I
POTABLE MAIN LINE
RECYCLED WATER MAIN BELOW POTABLE MAIN
NOTES :
1) SEPARATION BETWEEN POTABLE AND RECYCLED MAIN LINE SHALL MEET THE
LATEST REQUIREMENTS OF DEH GUIDANCE CRITERIA FOR Tl-TE SEPARATION OF
WATER MAINS AND NON-POTABLE PIPELINES.
2) THE MINIMUM VERTICAL CLEARANCE BETWEEN Tl-TE POTABLE AND RECYCLED
PIPELINE IS 12". SLEEVING IS REQUIRED FOR SEPARATION LESS THAN 12".
3) SLEEVING SHALL EXTEND TEN (10) FEET EACH SIDE FROM THE CENTERLINE OF
THE POTABLE LINE, FOR TOTAL LENGTH OF TWENTY (20) FEET. THE SLEEVE
SHALL BE PURPLE PVC CL 200 AND 2 TIMES THE DIAMETER OF THE RECYCLED
MAINLINE.
4) ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE PVC
AND LABELED AS SPECIFIED IN THE CARLSBAD RECLAMATION RULES AND
REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, LA TEST
EDITION AND THE RECLAIMED WATER NOTES.
POTABLE/RECYCLED WATER CROSSING
4 3
12"
DW
DW
RW
RW
A
A
DW RW A
DW RW A
DW RW A
FS
FVA
GR
GV
MS
MV
SB
FLUSH VALVE ASSEMBLY
GROUNDING RODS
GATE VALVES
MOISTURE SENSORS
MASTER VALVE
NOTES:
A-VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING
B-CONTROL VALVES SHALL BE INSTALLED TO ALLOW
ORDERLY ARRANGEMENT OF VALVE BOXES.
C-LOCATE VALVE ASSEMBLIES IN SHRUB OR
GROUNDCOVER AREAS ONLY 24" FROM HARDSCAPE.
0-LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR
APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
E-CENTER VALVE BOXES OVER VALVE ASSEMBLE
TO FACILITATE ACCESS AND MAINTENANCE. S J R
APPROVED FOR
/RR/GA TION ANO PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA. DW RW A SPLICE BOX
DW RW A (STA NO.) REMOTE CONTROL VALVES
DW RW A QC QUICK COUPLERS
CONTACT LANDSCAPE ARCHITECT FOR INFO
ON ANY DEVICE IN A BOX NOT LISTED.
F-SET VALVE BOXES AT EQUAL ELEVATIONS W/ TOPS AT 3"
ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS.
G-VALVE BOXES SHALL BE SET PARALLEL TO EACH
OTHER AND PERPENDICULAR TO EDGE OF AREA.
H-DO NOT DEFORM OR COLLAPSE VALVE BOX BY
EXCESSIVE SOIL COMPACTION AROUND BOX.
I-SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS.
/'111d.1·,·ap e a r,·hii~,·1<1re
fa nd p /<111 11 in ;,
RCE __ _
AS-BUILT
EXP ____ _ DATE
Q ~ 0 r e.:.:i 0
7859 Sitio Coco
Carlsbad, CA 92008
TEL 9 49 276 6500 r------------------,
VAL VE BOX IDENTIFICATION
11· ,,. \1" .>J l! I 11 C . c'O l!I REVIEWE D BY
INSPECTOR
~
t-----i---t------------t---------t----i---------t--i I SHIEIETI I CITY OF CARLSBAD I~
PLAN NING DIVISION . "' 1----1---+----------------+----+--+---t----l ~=====:::'....':::=========:::::::::::;:::========:::;:::;======~ u
LANDSCAPE IMPROVEMENT PLANS FOR: ~
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6 ~ z -0: " 9 cC
I ~S!·. G~'ATURE '------1 -.., XP.9/30,% *
I AP PROVED: ~ hd0/ 4,( 1. 4-( ,z //) ,. PLANNING ,;,, 02-10---.:::, ~
.-1"..?'e DAl E r:::::i~ 1--=oA~T=E -+-,=N,=T1A~c-+----------------+---+--+---,-------1 ~
OF C~t\\ RE S PTO °' DESIGNER OF WORK VI ION DESCRI I N 0 L ___ ___!E:_:,e_!;Pir:::_at~;o:c:..c _£D~at.:;:.e,~09~-3{~)-2~6 c:::.:::::..:_=i ___ _::__:__:__::_.:::..::__:_ ______ L~..::'.::.:'.::'.:..1-'.:'.:..:...:.::::::~=======-=============::J~
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD B Y: Ml LPC2024-002 0
OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 03006 428-9SS
D
G
18"
'/1E ARE CONSER\llfJG OUR
fl.OST "s'ALUl:ll t Hl:'.';OUliG~ H I '-IRRl~A-IING OU!< LNllJSCAP[
(~ r '.'~TH RCCYCLED '//ATE.~
N
tj<
0
00
tj<
N
LEGEND
@ RECYCI ED l'/1,IER
AGUA RECICLAOA
00 NOi DRINK
NO TOME EL AGUA
CD GAL VANTZED STEEL SIGN
'2! ~
3
(2j 2" GALVANIZED STEEL POST. U-CHANNEL OR BOX
0 CONCRETE FOOTING, 520-C-2500
NOTE:
A. SIGN TO HA VE NO SHARP EDGES
B. VANDAL PROOF HARDWARE TO BE USED
FOR CONNECTING SIGN TO POST
RECLAIMED WATER SIGN
LEGEND
1. FINISH GRADE
2. PVC DRIP MANIFOLD PIPE
3. PVC I " X ¾" TRUE UNION BALL VAL VE
4. MALE X BARB ADAPTER
5. BLANK TUBING (PURPLE)
6. 12-INCH VALVE BOX WITH COVER:
7. 3-INCI-I MINIMUM DEPTI-f OF¾" WASHED
GRAVEL
8. BRICK (1 OF 2)
7 8
MANUAL FLUSH VALVE
C
F
I" IN LAWN AREAS
3" IN PLANT AREAS
~ ~, Ci
(2;""' ( 4,)\
6' ------------,j
J,.--------.-.c-0-s=--~l_____,CD
-~ ' \ ~ •1--,,,-~~--
So
JE7~
t=;=!_U~l-=' ..';.'.._L=--
-;it::, i:_
·-\-j ~, \~~]ill~!~~~-:~ -'_J_ _ ______::,"\-~_-_ --~---t-1Ec
1
"B=;~
1s1
'-____ 1.:~1_0 -, .._ re ;--r --.. J]+~~ I 1 1
l;g;s_;
-lc _l,l:::,:::,_llr,,;11 : .._ -........._q ~ fillT~7
I 'I:: !:i=lu=l.L:: I 1----:J.'_ ]f=il~Tf=IT ,,,, I _ q 1--~A""'1~,:'-':,,,-,..,....,,.JJ ~""',Tl'J""'~.,,......-,,-,-jl ~==--l-l A P1~1~~=~:-': 1?)
N ~~n~~~~UcL!f~~· ~~~'~'"~n~,-~~
-+----1-ffi:h.,,,~,',,-' ':,+1:1';-,J?:.1 J"-,~,;b:~,.lh~Jf:'4~"-,'i~,J,.C~.,.t,TTT.e:.J:.._:.L;\l.,-'-r..q .._..1ie~'=",,at::l)'-a,1qJe,,J,:~,LTf',l~~,/:fc_:~t~:_~---/ :t
1.--,,i==f7-iTi' m I m w 71=, 1--1 ib1.··· 1 '1 .-( --(j~1)
r ~ FLOW 11 ~ _) '"j-5;, J~----------u--=-"'l-'----IJ---'~' _/
l~------<IQ)
LEGEND
G) PURPLE PLASTIC VAL VE BOX AND LTD (CARSON OR
APPROVED EQUAL)-HEAT STAMPED RCV WI VALVE NO.
(I) TO SPRINKLER -ANGLE PIPE TO SPECIFIED DEPTH WITH
45 DEGREE ELLS
G) SCH 40 PVC MALE ADAPTOR
@) SCH 80 PVC UNION
G) SCH. 80 PVC CLOSE NIPPLE
@ WATER PROOF CONNECTORS
(j) ELECTRIC CONTROL VALVE
® FlNISH GRADE
G:: PIG TAIL EXPANSION LOOP (MIN. 24" LONG) SCH 40 PVC
@ SxSxTTEE
@ SCH. 80 PVC CLOSE NIPPLE
@ 3/4" DIA. WASHED CRUSHED AGGREGATE
@ SCH 80 PVC NIPPLE-(MAIN SIZE)
@ CONTROL & COMJvION WIRES
,~ PRESSURE SUPPLY LINE ( "ALERT LINE" OR EQUAL)
@ CHRISTY VAL VE TAG W/ VALVE NUMBER IMPRINT
@ BRICK SUPPORT (4 TOTAL)
NOTES
A. INSTALL CONTROL VALVES A MlNIMUM OF 24" FROM STRUCTLJRES OR
HARDSCAPES
B. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO
SIDEWALKS
C. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPE
D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
E. ATTACH VALVE ID ENTIFICATfON TAG WITH APPROPRIATE CONTROLLER TO
CONTROL WIRE.
F. ONE VAL VE PER BOX ALLOWED ONLY.
G. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX
REMOTE CONTROL VAL VE
WARNING
TAPE
WARNING
LABEL
RISER
LABEL
'CHRISTY' TAG
"CHRISTY" NO. 3150 MAXI -I.D. TAG
IN BOTH ENGLISH AND SPANISH.
USE IN ALL VAL VE BOXES.
"CHRISTY" 3" ND PRW
NON-DETECTABLE PURPLE
TAPE LABELED "CAUTION -
RECLAIMED WATER BELOW"
LOCATE ABOVE ALL MAINLINE
"CHRISTY" NO. 4100 CONTROLLER
UNIT LABEL -3.5 MIL VINYL
BASE (PURPLEI - ATTACH TO
FACE OF CONTROLLER ENCL .
"CHRISTY" NO. 5100 RISER
MARKER -3.5 MIL VINYL
BASE (PURPLE) -ATTACH TO
IRRIGATION RISERS
B
E
1" JN LAWN AREAS
3" JI\' LAWN AREAS
6"MIN. r---<D
tr.------"--
l8"MAX
4 >-------
2 5 )-----:J
2 it= ~~~'"~ttt:e;,~j !~(------{@ ~ ~ ~; r~~ ~~~ ~ 6
oo 7 _-______ r ___ r __ 't-+~,~•= -
8 .~-------:r-,§"B-1+------------i:9)
---++------------,)0
-.-,i~-+-,I, "[, Q,_ ------~~] ~
~:-------------<]4
LEGEND
CD STRUCTURE OR HARDSCAPE
(2) PURPLE PLAS TIC VAL VE BOX & COVER-COVER SHALL BE
-HEAT STAMPED "QC" WITH LETTERS HEAT STAMPED INTO
COVER BY CONTRACTOR
CD FINISH GRADE
@ QUICK COUPLING VAL VE W/ PURPLE CAP (ACME THREAD)
0 STAINLESS STEEL SCREW, CLAMP MIN. (3) PLACES
@ 3/4" DIA. WASHED CRUSHED AGGREGATE
(7) BRASS NIPPLE
® BRASS NIPPLE -6" LONG
® BRASS 90 DEGREE ELL
@ BRASS90DEGREESTREETELL
@ BRASS 90 DEGREE STREET ELL
@ PRESSURE SUPPLY LINE FITTING
@ PRESSURE SUPPLY LINE
NOTES :
A. PLACE STABILIZER PRIOR TO
INSTALLATION OF VALVE BOX
B. QIBCK COUPLER VALVES SHALL
BE OF A TYPE APPROVED FOR
RECYCLED WATER USE.
@ NO. 4 REBAR STAKE (24" LONG)
@ 1/4" MESH GALVANIZED SCREEN
QUICK COUPLER (RECYCLED)
STEP I
STEP 2
STEP}
STEP4
,sup BASE SOCKET OVER EN D OF
j, WIRES
~-STRIP WlRES APPROX. 5/8" FROM EN DS-TWlST
TOG ETHER APPL y SEALER TO OUTSlDE or Nfy smmc ,coc~,ccc, ~w worn se~ffi
PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP
~-PULL BASE SOCKET OVER END AS FAR AS
POSSIBLE
[ -r . l;,~USH SEALING PLUG IN TO BASE SOCKET
~--PUSH WIRES TO END OF BASE SOCKET TO $ INSURE COMPLETE SEALING OF CONNECTION
---WATERPROOF WI RE CONNECTOR
WIRE CONNECTOR DETAIL
A
I" IN LA WN AREAS
3" IN PLANT AREAS
I<--
.
-I I I I I
I I 11 111 1 1
I ll --m --
LEGEND
CD CARSON MODEL 910 PURPLE PLASTIC VALVE BOX
COVER SHALL BE HEAT STAMPED "BY" FOR BALL
VAL VE, OR "GV" FOR GA TE VAL VE (2j FINISH GRADE
0 lSOLATION VAL VE -PER PLAN
8) 3/4" DIA. WASHED CRUSHED AGGREGATE
G) SCH 40 PVC MALE ADAPTORS
@ BRICK STABILIZERS-(2 TOTAL)
(jJ PVC MAINLINE
® 10" PVC PIPE
19'1 1/4" MESH GALVANIZED SCREEN ~
NOTE:
A. PLACE AGGREGATE PRIOR TO INSTALLATION OF
VALVEBOX
B. INSTALL BALL VAL VE BEFORE EACH GROUP OF
VALVES.
C. TOP OF BOX TO BE I" ABOVE GRADE TN TURF & 3"
ABOVE GRADE IN SHRUB AND GROUDCOVER AREAS.
ISOLATION VAL VE
S J R
/,,11di cu p e ,.,-chirec·/ur e
/<111d 11/an ning
7859 Sitio Coco
Carlsbad, CA 92008
TEL9H276 6500
w11•w.s1a1n c.cnm
APPRO VEO FOR
/RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
AS -BUil T
RCE __ _ EXP ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
t----+---+-----------f-------+---+------+----1 [ s1HE2ET I L _c_1_T_Y_o_F_c_A_R_1_s_B_A_D_ _ PLANNIN G DIVISION
1------+---+-----------------1------+--+------,~---1 LANDSCAPE IMPROVEMENT PLANS FOR
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6
0 I,'f,r.
I
\},'A~SCAp/~l
s 11"'7
;:;'§ ~ .. -:::a c_, = -'-""""=~-r, SIGNATURE '---,J
EXP. 9/Joii"6_.,,, *
".?' 02-IO-h ~
t-----+-----+--------------+-----<--,___--+----1 I APPROVED a.2w 1-,4,~L
PLANNI NG # t-----+---+-----------------1------+--+------,f-----l
'3 {ztl(zq,I
,,,_.,,.,,.__ '"" /4~ 1---~DA=TE=-+~IN=IT~IA~L-t----------------1-----+--+-------,---I c Of ({\\,\\" DATE INITIAL DATE INITI AL
DESIGNER OF WORK REVISION DES CRIP TI ON OTHER APPROVAL CITY APPROVAL Expiration Dote: 09-30-')6
DWN BY:-~"
CHKD BY: ~M~I _
RVWD BY: Ml
PROJECT NO.
LPC2024-0020
DEV 03006
DRAWING NO.
428-9SS
:_;,
~ Cl -w C
~ Cl i,l
-' w l-C :,:
<Jc l-
" C ~ 1.-'-i
" u
~
iJ < ~ a z ;;i
9 -
tu
Q
-0 "' ~
~
N 0 N
" 0
~ ,a
•
E
I I 0. /
0
x+ x+ x+ x+
X X X X X X X X X 25% 25% 25% 25% 1--i--1~ l -1----7-----
-------------~--...__
•. ·----. -~-
TOP 2/3 OF SLOPE
NORMAL SPACING I
X ~ DISTANCE BETWE EN ROWS OF DRlP LATERALS AS
DETERMINED BY PLANT AND SOIL TYPE. SEE NOTE 1.
DRIPPERLINE SLOPE INSTALLATION
Q}) CD
\ ', CD I
' I I I
,
INS ET A
(:®
2" -;>,
-------------
~
--V --~-------:Jt
_//,...,.,. I V
// __.,----,
NOTES:
' I
\
1·1=-
71\~
(FF11 R"\
V
I CD
,
~\
L\)
\ CD
,
~L~ -\
=
J
BOTTOM 1 /3 OF
1 SLOPE SPACING
PLUS 25%
INSET A
I. DISTANCE BETWEEN LATERAL ROWS AND EM ITTER SPACING TO BE BASED ON SO IL TYPE,
PLANT MATERIALS AND CI·IANGES fN ELEVATION. SEE RAlN BIRD XFS DRIPLINE
INSTALLATION GUIDE FOR SUGGESTED SPACINGS.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH
SHOWN IN TI-IE ACCOMPANYING TABLE.
3. AIR RELIEF VALVE TO BE lNSTALLED AT HIGH POINT OF AREA.
F DRIPPERLINE LAYOUT (IRREGULAR)
./~ BOTTOM 1/3
OF SLOPE
I CD
(5)
I _l
1 / BUR IAL DEF'TH
I,
CD
/ --Ut □RIP l,1IAN IFUL D
@ (2) Q2,l @
0]
CD
INSET A
6
PSI
15
20
30
40
50
60
(i) PVC DRJP MANIFOLD FROM RAIN BIRD CONTROL ZONE
VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND)
0 BARB X MALE FITTING:
RAIN BIRD XFS-MA FJTTfNG (TYPICAL)
CD PVC SUPPL y HEADER
0 PVC SCI-I 40 TEE OR EL (TYPICAL)
0 SUB-SURF ACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLIN E (TYPICAL)
POTABLE: XFS DRIPLINE
NON-POTABLE: XFSP DRIPLINE
@ FLUSH POINT: SEE RAfN BIRD XFS DETAILS FOR FLUSH
POINT INST ALLA TlON
CD PVC FLUSH HEADER
® 1/2" AIR RELIEF VALV E:
RAfN BIRD ARV-12 SEE RAIN BIRD XFS DETA ILS FOR
ARV-I2 INSTALLATION
NOTES:
I. DISTANCE BETWEEN LATERAL ROWS AND EMJTTER SPACING
TO BE BASED ON SOfL TYPE, PLANT MATERIALS AND
CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL
ROWS FOR BOTTOM 1/3 OF SLOPE TO BE I .25X OPTIMAL ROW
DISTANCE. SEE RAIN BIRD XFS DRIP LINE INST ALLATlON
GUIDE FOR SUGGESTED SPACING.
2. LENGTH OF LONGEST DRIP LINE LATERAL SHOULD NOT
EXCEED Tl-TE MAXIMUM LENGTH SHOWN TN THE
ACCOMPANYING TABLE.
3. WlfEN ELEVATION CHANGE EXCEEDS 10 FEET TT IS
RECOMMENDED THAT A NEW DR I PLINE ZONE BE CREATED.
4. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP
LATERAL.
XFS Drip line Maximum Lateral Lengths (Feet)
12" Spacing 18" Spacing 24" Spac ing
0.6 GPH 0.9 GPH 0.6 GPH 0.9 GP H 0 6 GPH 0 9 GPH
273 155 314 250 424 322
318 169 353 294 508 368
360 230 413 350 586 414
395 255 465 402 652 474
4 17 285 528 420 720 488
460 290 596 455 780 512 -WHEN U::,I NG 17IMM INSERT FITTINGS WITH DESIGN PRESSURE OVER SOPSI,
IT IS RECOMME~IDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON
EACH FITTING.
•fo\ \.l_v
@
-G)
--2''_4''
~(7)
Inlet Pressure
psi
15
20
.50
40
::°JO
CD PVC EXHAUST HEADER
CD PVC SCH 40 TEE OR EL (TYPICAL)
CD FLUSH POINT (TYPJCAL) SEE RAIN BIRD DETAIL "XFS
FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE"
(4_) BARB X MALE FlTTING: RAIN BIRD XFD-MA FITTING
(TYPlCAL)
(_s) PERIMETER OF AREA
@ BARB X BARB lNSERT TEE OR CROSS:
(}) RAIN BIRD XFD-TEE OR RAIN ll!RD XFD-CROSS (TYPICAL)
PERIMETERDRIPLIN E PIPE TO BE INSTALLED 2"-4" FROM
PERIMETER OF AREA
(D SUB-SURFACE DRIPLfNE: RAlN BlRD Xf SEJUES DRJPLTNE
(TYPlCAL)
POTABLE: XFS DR[PLINE
NON-POTABLE: XFSP DRJPLfNE
(2) 1/2" POLYETHYLENE BLANK TUBING: RAIN BIRD XF
SERIES BLANK TUBfNG
@ AIR RELIEF VALVE: RAIN BIRD AR VALVE KI T SEE RAfN
BIRD DETA IL "XFS AIR RELIEF VALVE KIT"
([i) PVC SUPPLY MANIFOLD
@ PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT
(SIZED TO MEET LATERAL FLOW DEl'v!AND)
@ TOTA L LENGTH OF SELECTED DRIPLINE SHOULD NOT
EXCEED LENGTH SHOWN fN TABLE
@ PVC SCH 40 RISER PIPE
XFS Dripline Maximum Lateral Lengths (Feet)
12" Spacing 18" Spacing 21" Spac ing
r\lominal Flow (GPH) Nom inal Flow (GP H) Nominal Flow (G PH)
0.6 0.9 0 .6 0.9 0.6 0 .9
255 194 357 273 448 3 43
291 220 408 3 13 514 394
350 266 4 94 378 622 478
396 302 560 428 705 54 1
434 333 614 470 775 594
1.
2.
EASY FIT
COMPRESSION TEE:
RAIN BIRD MDCF TEE
NOTES:
SUB -SURF ACE
DRIPLINE: RAIN BIRD
XF SERIES DRIPLINE
POTABLE:XFS
DRIPLINE
NON-POTABLE: XFSP
DRIPLINE
A. 1. PLACE TIE DOWN STAKES EVERY THREE
FEET IN SAND, FOUR FEET IN LOAM, AND FIVE
FEET IN CLAY.
3.
4.
INLINE DRIP EMITTER
TIE DOWN STAKE:
B. 2. AT FITTINGS WHERE THERE IS A CHANGE OF
DIRECTION SUCH AS TEES OR ELBOWS, USE
TIE-DOWN STAKES ON EACH LEG OF THE
CHANGE OF DIRECTION. 5.
RAJN BI.RD TDS-050
WITH BEND (TYPICAL)
TURF/FINISH GRADE
OR SHRUB BED WITH
MULCH
C. 3. INSERTION PLOW AND TRENCHED
INSTALLATIONS DO NOT REQUIRE TI E DOWN
STAKES.
B
'
~ en w
f--0 2
"' w w
"" ~
' "
D
DRIPP ERLINE BURIAL
'
2
:;:
N -
'1'
®
A ~1 7
; ) .. -i v v' > 7
'
;
I' I) x
-> -7 >
N '> ) '
.> V X / /
y / > ) > ) )
I )< />
~)
?',;
> > ) )' ) , > )
IT > ,' ..
>O .; j
.. ,:':' • ;·,:,<··: :>,· ~"1i'1'~,;·.•·. -·" ,_ '·-.,. --·.
-1--G! I '-,
" 6"MfN. , ,
LEGEND
CD FINISH GRADE
I
I I
I
I
-
-,
I
I
--
(
' ' :i)
(5) \.
~)
NOTES:
A. PROVIDE AN 24" LOOP
OF CONTROL WIRE AT
ALL 90 DEGREE
CHANGES IN DIRECTION
B. NO SPLICING OF WIRE
RUN
C. REFER TO SHEET 5 FOR
MINIMUM PIPE
COVERAGE NOTES
(2) CLEAN BACKFILL -SEE SPECS. FOR MATERIAL, 90%
COJ\.1PACTION REQUIRED
CD NON-PRESSURE LATERAL LINE/DRINKING FOUNTAIN
0 PRESSURE SUPPLY (MAINLINE)
CD NEW Lll\1E PROVIDE 2" OF CLEAN BEDDING
@ CONTROL WIRES -BUNDLE AND TAPE AT 1 O' O.C. AND
INSTALL BELOW PRESSURE SUPPLY LINE
(j) RECLAIMED WATER WARNING TAPE PER CITY/COUNTY
GUIDELINES (TAPE, 12" ABOVE MAINLINE AND DIRECTLY
ON TOP OF MAINLINE)
TRENCHING
A
C
cp
I
--
LEGEND
1. FINISH GRADE
SUBTERRANEAN
EM ITTER BOX: RAIN
BIRD SEB 7XB
3. 1/2" AIR RELIEF VALVE:
4. RAIN BIRD ARV-12 TO BE
INSTALLED AT HIGH
POINTS IN DRIP ZONE
PVC SCH 40 FEMALE
ADAPTER
5.
6.
7.
8.
9.
PVC SCH 80 RISER
BRfCK (1 OF 2)
PVC HEADER PIPE
PVC SCH 40 TEE
3" MINIMUM DEPTH OF
3/4" WASHED GRAVEL
AIR RELIEF VAL VE
en Ul f--0 2 w w V,
• .. , .,,,_'-·'"· ·P .. -.·, -,. , .. o, =11 I _,
J
-
I
I=
<-<-~ 3)
"¾+le,-=-~,./-)_; -'k--~' I .. ! ..._ _ __,
NOTES:
A. ALL SLEEVES TO BE
SCH, 40PVC,
B_ EXTEND ALL SLEEVES
12" BEYOND EDGE OF
HARDSCAPE AT BOTH
ENDS
C. REFER TO SHEET 5 FOR
MJNTMUM PIPE
COVERAGE NOTES
~~--~=l~=·~~,~,1~=~--I2T,,,=,,l~~-r_1I_-_·~~
TYP.
LEGEND
~ HARDSCAPING
G_; CLEAN BACKFILL -SEE SPECS. FOR MATERIAL, 90%
COMPACTION REQUIRED
G)sAND
0 NON-PRESSURE LATERAL LINE SLEEVE SIZE TWICE
DIAMETER OF NON-PRESSURE LATERAL LINE
CD CONTROL WIRE SLEEVE -SIZE PER PLAN, INST ALL
ADJACENT TO PRESSURE SUPPLY LINE
@ PRESSURE SUPPLY LINE SLEEVE -SIZE TWICE
DIAMETER OF PRESSURE SUPPLY LINE
(j) RECLAIMED WARNING TAPE PER CITY/ COUNTY
GUIDELINES
RECYCLED WATER SLEEVING
S J R
APPROVED FOR
!RR/GA TION ANO PLANTING
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1-------+--+--------------+-----+-----+-------t----------i I S1HE3ET 11 CITY OF CARLSBA.D g
DATE IN ITIAL
DESIGNER OF WORK Expiration Date: 09-30-26
REVISION DESCRIP TIO N
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
. PLANN ING DIVISION i2
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PART A [RRJGATION
1.0 SCOPE
FURNISH ALL MATERJALS, EQUJPMENT, SERVICES, SUPERVIS[ON, TRANSPORTAT[ON AND
LABOR NECESSARY TO PERFORM ALL [RRJGATION WORK, COMPLETE, INCLUDlNG BUT
NOT LIMTTED TO: SERVlCE MANUALS; RECORD DRAWINGS; LOOSE EQU[PMENT;
GUARANTEE; MATERIALS; AND lNSTALLATION,
2,0 DRAWlNGS AND SPECfflCATIONS
A, THE INTENT OF THE ORA WINGS AND SPECIFICATlONS IS TO lNDICATE AND SPECIFY
A COMPLETE AND EFFJC[ENT SPRINKLER IRRIGATION SYSTEM,
B, PLOT DlMENSIONS ARIE APPROXlMATE, CONTRACTOR SHALL CAREFULLY CHECK
AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VAR IATIONS TO
LANDSCAPE ARCH fTECT,
C, DlJE TO THE SCALE OF THE DRA\\IJNGS, IT rs NOT POSSIBLE TO INDICATE ALI.
OFFSETS, FITTINGS, ETC,, \\IJ11CH MAY BE REQUI RED, CONTRACTOR SHALL
CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS
AFFECTING ALL 1-l[S WORK, AND PLAN HIS WORK ACCORDJNGLY, DRAWINGS ARE
GENERALLY DIAGRAMMATIC AND JNDJCATIVE OF THE WORK TO BE INSTALLED.
THE WORK SHALL BE INSTALLED fN THE MOST DIRIECT AND WORKMANLIKE
MANNER, SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTlNG AND
ARCllJTECTURAL FEATURES W1LL BE AVOIDED,
3,0 SERVI CEMANUALSIMATER[ALS LIST
A, CONTRACTOR SHALL FURN ISH ONE (I) MANUAL TO OWNER, THE MANUAL MAY BE
LOOSE LEAFED AND SHALL CONTAIN COMPLETE EXPLODED DRA WlNGS OF ALL
EQUIPMENT lNSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS
TOGETHER WITH THE MANUFACTURER'S NAME AND ADD RIESS, ADDITIONAL SHEETS
SIIALL COVER OPERATION INSTRUCTIONS SIMPLE ENOUGH TO BE UNDERSTOOD
WITHOUT SPECIALIZED KNOWLEDGE,
B, CONTRACTOR SHALL FURNISH A MATERIALS LIST TO OWNER FOR APPROVAL PRIOR
TO START OF WORK, SAID UST SHALL CONFORM TO PERFORMANCE STANDARDS
AND DATA AS SHOWN ON DRAWINGS, OR IN LEGEND AND DETAILS,
4,0 AS BUil T DRAWINGS:
A, RECORD ACCURATELY ON ONE SET OF BLACK AND WHrTE PRINTS (IRRIGATION
DRAWINGS), ALL CHANGES IN WORK CONSTITUTrNG DEPARTURES FROM THE
ORIG INAL CONTRACT ORA WJNGS, INCLUDE CHANGES IN BOTH PRESSURE AND
NON-PRESSURE LINES,
8, UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH
INFORMATION AND DJMENSJONS TO THE PRINTS, RECORD CHANGES AND
DIMENSIONS IN A LEGJBLE AND PROFESSIONAL MANNER, WHEN THE ORA WINGS
ARE APPROVED, TRANSFER ALL INFORMA TlON TO A SET OF REPRODUCJBLE
DRAWINGS,
C, DIMENS[ON FROM TWO PERMANENT POINTS OF RIEFERENCE (MONUMENTS,
SIDFWALKS, CURBS, AND PAVFMENT), POST INFORMATION ON AS BUILT DRAWINGS
DAY-TO-DAY AS THE WORK IS INSTALLED, ALL DIMENSIONS NOTED ON THE
ORA WINGS SHALL BE 1/4 INCH IN SIZE,
D, SHOW DlMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING:
L POINT OF CONNECTION (PHC,),
IL BACKFLOW PREVENTrON ASSEMBLY, MASTER VALVE AND FLOW SENSOR,
JJL ROUTlNG OF IRRIGATION PRESS URIE MAINLINES (DlMENSfON MAXlMUM l00 FEET
ALONG ROUTING AND ALL DIRECTIONAL CHANGES),
IV, BALL AND BUTTERFLY SHUT-OFF VALVES
V, rRRIGATIONCONTROL VALVES,
VJ, AUTOMATIC CONTROLLER, RAIN SENSORS AND ELFCTRJCAL CONDUITS,
VU, SLEEVES AND PULL BOXES,
VII L OTHER RELATED EQUIPMENT (AS DIRECTED BY THE ENG INEER),
E, MAINTAIN AS-BUILT DRAWINGS ON SITE AT ALL TJMES, THESE ORA WINGS ARE
SUBJECT TO INSPECTION AT ANY TlME,
F, MAKE ALL CHANGES TO REPRODUCIBLE DRAW INGS IN INK (NO BALLPOINT PEN),
MAKE CHANGES lN A MANNER EQUAL TO THE ORIGINAL DRAWINGS,
G, CONTRACTOR MUST SUBMJT AS-BUILT DRA \VlNGS (3 -M LL MYLARS AND ONE SE'I OF
BLUELINES) TO THE ARCH II ECT INSPECTING THE SITE SEVEN DAYS PRIOR TO THE
START OF THE MAINTENANCE PERfOD FOR APPROVAL
H, CONTROLLER CHARTS-THREE CONTROLLER CHARTS PER CONTROLLER, ENCASED
lN 20 MIL PLASTIC, SHOWTNG CLEARLY THE AREAS SERVICED BY EACH REMOTE
CONTROL VALV E (EACH VALVE DEPICTED BY A DlFFERENT COLOR) SHALL BE
PROVIDED AT EACH CONTROLLER, CONTROLLER CHARTS SHALL BE MADE USING
REDUCED APPROVED AS-BUILT PLANS
5,0 LOOSE EQU IPMENT
LOOSF SPRINKLI NG EQUIPMENT, OPERATING KEYS AND SPARE PARTS WI LL BE
FURNlSHED BY THE CONTRACTOR IN THE FOLLOWING QUANTITIES:
A, 6 BODlES WITH FOUR(4) INSERTS FOR EACH PATTERN USED,
B, 4 OSC[LLATION BODIES
C, 4 ROTOR BODIES
D, 3 30" KEYS FOR MANUAL VA LVES
E, 2 CONTROLLER KEYS
F, 2 ENCLOSURE KEYS
G, 4 COUPLER lNSERTS AND HOSE SWTVELS
H, J HOSE ll!B KEYS
L I 36" SOIL PROBE
L I VALVE BOX KEY
6,0 GUARANTEE
A, THE ENTfRE SPR[NKLER SYSTEM SHALL BE UNCONDlTIONALLY GUARANTEED BY
CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, TNCLUDING SETTLING OF
BACKFILLED AREAS BELOW GRADE FOR A PER IOD OF ONE (I) YEAR FOLLOWING THE
DATE OF FJNAL ACCEPTANCE OF THE WORK, OWNER MAY EXERCISE OPT[ON TO
WITHHOLD PART OF FINAL PAYMENT UNTIL THE ONE YEAR
PRODUCTIWORKMANSHfP GUARANTEE HAS ELAPSED FROM DATE OF FINAL
ACCEPTANCE,
B IF WJT HJN ONE YEAR FROM THE DATE OF COMPLETION, SETTLEMENT OCCURS, AND
ADJUSTMENTS [N PIPES, VALVES AND SPR[NKLER HEADS OR PAV[NG rs NECESSAR y
TO BRlNG THE SYSTEM OR PA YING TO THE PROPER LEVEL OF THE PERMANENT
GRADES, CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL
MAKE ALL ADJUSTMENTS WITHOUT EXTRA COST TO OWNER, INCLUDfNG THE
RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF
ANY KIND,
C, SHOULD ANY DIFFICULTIES DEVELOP WITHfN THE SPECIFIED GUARANTEE PERIOD
WHICH OWNER FEELS MAY BE DlJE TO INFERIOR MATERIAL AND/OR WORKMANSHrP,
THESE DIFFICUL TfES SHALL BE IMMEDLATELY CORRECTED BY CONTRACTOR TO THE
SATISFACTION OF OWNER ATNO ADDIT[ONAL COST TO OWNER, WITHIN 72 HOURS
OF WRITTEN NOTICE, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH
DEFECTS, FAILURE OF CONTRACTOR TO RESPOND IN A TIMELY MANNER TO REPA IR
DAMAGED CONDITIONS, SHALL PROMPT OWNER TO REPA IR SAME AND DEDUCT
COSTS OF LABOR, MATERIAL AND EQUIPMENT USED FROM CONTRACTOR'S FlNAL
PAYMENT,
7,0 MATERIALS
A, PIPE AND FITTINGS
A,I, BRASS -BRASS PIPE SHALL BE IPS STANDARD WEIGHT 85% RED BRASS,
FTTTINGS SHALL BE WITH STANDARD 125 POUND CAST BRONZE THREADED
FTTTINGS,
A,2, PVC CONDUIT -PIPE THAT IS USE D FOR CONTROL W[RES SHALL BE PVC
CONDUIT SCHEDULE 40: TYPE 1220, ALL WIRES UNDER PAV ING SHALL BE
lNSTALLED IN PVC CONDUIT, OR SLEEVES ,
A,3, PVC NORMAL lMPACT PIPE-TYPE 1220 (PVC SCHEDULE 40 & 80)
A,J,1, A, TYPE [[ GRADE [ HIGH IMPACT PIPE FROM ALL VIRGIN MATER IALS,
A3 2, OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SlZE AS IRON PIPE,
A.3.3, PIPE SHALL BE MARKED AT INTERVALS NOT TO EXCEED 5' W[Tl-1 THE
FOLLOWING INFORIMAT[ON: MANUFACTURER'S NAME, NOMTNAL PfPE SfZE,
PVC TYPE AND GRADE (LE,, 1220) SDR RATlNG CLASS, NSF APPROVAL AND
COMMERCIA L STANDARD DESIGNATION CS 256-60
A,3,4, PIPE SHALL BE MARKED AT fNTERVALS WITH THE FOLLOWING
INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMfNAL
SIZE, PVC TYPE AND GRADE (IE, PVC 1220) SDR RATlNG CLASS, NSF
APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS256-63),
MARKlNG SHALL [NCLUDE EXTRUS ION DATE,
A,3,5, PVC TYPE I SHALL NOT llE THREADED
A.3,6, PVC FITTINGS SHALL BE PVC TYPE H, SCHEDULE 40 NSF APPROVED,
A.3.7. SOLVENT SHALL BE No. 175 GRAY NSF APPROVED AS !VtANUFACTURED BY
INDUSTRIAL POLYCHEM fCAL SERVICE, GARDENA, CALIFORNIA, OR EQUAL
A3,8, CAUT[ON SHALL BE UTILIZED IN HAN DLING TYPE I PIPE DUE TO THE
POSSIB ILITY OF CRACKING, OR OF SPLITTING WHEN DROPPED OR HANDLED
CARELESSLY,
A,3,9, WHEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTORS SHALL BE
USED, THE MA LE ADAPTOR SHALL BE HAND TIGHTENED, PLUS ONE TURN
WITH A STRAP WRENCH, JOJNT COMPOUND SHALL BE PERMATIX TYPE JL
AA, RlNG-TITE PVC P[PE
AA, I, ALL PIPE lNDICATED ON THE WORKING DRAWINGS, SHALL BE CLASS 160 PSJ
JOHNS-MANV fLLE PVC PIPE WITH RING-TITE JOJNTS,
AA,2, ALL RJNG-TITE JOlNTS SHALL BE SEALED WITH RUBBER RINGS AS
PROVIDED BY THE MANUFACTUR ER, ALL PIPE JOINTS SHALL PROVIDE FOR
EXPANSION AND CONTRACTION,
AA,J, THRUST BLOCKS SHALL BE l'ROV IDED AS REQUIRF:D FOR PROPER
ANCHORAGE AND DURABILITY OF THE RlNG-TITE PTPE, (REFER TO DETAJLS)
B, SPRlNK L ER HEADS
SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN,
C, VALVES
C, I, REMOTE CONTROL VALVES -ELECTRIC REMOTE CONTROL VALVES SHALL BE AS
SHOWN ON PLANS AND DETAILS,
C,2, GATE/BA LL VALVES -APPROVED GA TE/BALL VALVES SHALL BE AS SHOWN ON
PLANS AND DETAILS, SIZE AND LOCATION SHALL BE AT JOO' lNTERVALS
MINIMUM AND ELSEWHERE AS IND ICATED ON PLAN,
C,3, ALL VALVES SHALL BE LOCATE D 24" AWAY FROM CURBS OR SIDEWALKS, AND
POSITIONED PERPENDICULAR TO THE EDGE OF PA YING,
C,4, ALL VALV ES SHALL BE MARKED AT A CURB LOCATION, FINAL LOCATION AND
METHOD OF MARKING TO BE APPROVED BY THE CITY,
C,5, VA l,VES SHALL BE CLUSTERED IN GROUPS PER PLAN,
D, AUTOMATIC CONTROLLERS
AUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLANS AND DETAILS,
E, CONTROL WIRE FOR RCV'S
AL L WIRfNG TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE
ELECTRlCAL SOLENOID ACTUATED BY REMOTE CONTROL VAL VE SHALL BE TYPE
UF-600V, 14 GUAGE SOLID COPPER, PVC INSULATION, SINGLE CONDU CTOR, UL
APPROVED UNDERGROUND FEEDER CABLE, EACH PlLOT OR "HOT" WIRE SHALL BE
COLOR-CODED FOR EACH VALVE \\IJTH THE COMMON \\IJRE BEING WH ITE AND
STRIPFD DIFFERENTLY FOR EACH VALVE, "PIG-TAlL" TAG COMMON WIRE WITH
STATTON NUMBERS ON EACH END "PIG-TA IL" WIRING EVERY 1500 LT OR AT EACH 90
DEGREE TURN, ENCLOSE 3 FT PIG-TAILS lN CONTROL BOXES WITH COVER STAMPED
"SB" (SPLICE BOX), VALVE WIRIES SHALL BE BURIED 18" DEEi' MINIMUM AND
ATTACHED TO THE UNDERSIDE OF THE MAlNLINE WHERE POSSIBLE, THE
CONTRACTOR SHALL RUN TWO (2) EXTRA WIRES IN EACH DIRECTION FROM THE
CONTROLLER TO THE FARTHEST VALVE IN EACH DIRECTION (COLORS TO BE
ORANGE AND ORANGE WlTH A WH!l'E STRIPE),
F, VALVE BOXES AND PULL BOXES
ALL VALVE BOXES SHALL BE PLASTIC WEATHER RESISTANT, U,V, RESISTANT AND
SOIL RESISTANT, VALVE BOXES SHALL BE GREEN lN COLOR, PULL BOXES SHALL BE
GREY IN COLOR, VALVE BOXES SHALL BE LOCKABLE WITH A STAlNLESS STEEL
BOLT, VALVE BOXES SHALL HAVE A LOAD BEARING CAPAC!fY Of 1500 PS I, VALVE
BOX EXTENS[ONS SHALL HAVE THE SAME SPECIFICATIONS AS THE BOX, VALVE
BOXES SHALL BE "CHR[STIE" OR AN APPROVED EQUAL, BOX LIDS SHALL BE
STAMPED "GV" OR "RCV", PULL BOXES SHALL BE UNMARKFD VALV E BOXES SHALL
BE EMBOSSED WITH THE CONTROLLER AND VALVE NUMBER PULL BOXES SHALL BE
fNSTALLED EVERY 200' MIN, lNSTALL PULL BOXES lN LANDSCAPE AREAS ONLY,
G, BACKFLOW PREVENTION UNITS
THE BACK FLOW PREVENTION UNITS SHALL BE AS SHOWN ON PLANS AND DETAILS,
ALL CONNECTIONS TO BACKFLOW PREVENTER SHALL BE TYPE K BRASS/ COPPER
PIPE,
8,0 INSTALLATION
A, TRENCHING
A, I, EXCA V ATJON SHALL BE OPEN VER Tl CAL CONSTRUCTION SUFFfCIENTL Y WIDE
TO PROV IDE FRIEE WORKING SPACE AROUND THE MATERJAL INSTALLED AND TO
PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTING,
A,2, TRENCHES FOR PlPE SHALL BE CUT TO REQUIRED GRADE LlNES, AND TRENCH
BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCURATE GRADE AND
UNIFORM BEARING FOR THE FULL LENGTH OF THE LINE,
A,3, WHEN TWO (2) PIPES ARE TO BE PLACED JN THE SAME TRENCH, A 6" SPACE
SHALL BE MAINTAINED BETWEEN PlPES, (REFER TO Pll'E lNSl"ALLATION DETAIL)
B, BACKFILLI NG
8, I, BACKFILL MATERIAL SHALL HE APPROVED SOIL UNSUITABLE MATERIAL
INCLUDfNG CLODS AND ROCKS OVER I" IN SfZE SHALL BE REMOVED FROM THE
PREMlSES AND DISPOSED OF LEGA LLY AT NO COST TO OWNER,
8,2, ALL BACKFlLLING SHALL BE DONE CAREFULLY AND SHALL BE PROPERLY
COMPACTED FOR APPROVAL PURPOSES,
8,J, DEPTH OF TRENCHES SHALL BE SUFFfCIENT TO PROVIDE A MINIMUM COVER
ABOVE THE TOP OF THE P f PE, SEE IRRIGATION LEGEND,
C PVC PlPE
C, I, PVC PIPE SHALL BE SNAKED IN A MANNER WHICH WILL PROVIDE FOR
EXPANSION AND CONTRACTION AS RECOMMENDED BY THE P[PE
MA NVF ACTURER,
C,2, ALL PLASTIC TO METAL JOINTS SHALL BE MADE WlTH PLASTIC MALE
ADAPTORS, UNLESS OTHERW ISE SHOWN IN DETAILS,
CJ, THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR (24) HOURS
BEFORE PRESSURE LS APPLIED TO THE PVC PIPE SYSTEM,
C,4, MAIN LINES SHALL BE TESTED lN PLACE BEFORE BACKFILLlNG FOR A PERJOD
OF NOT LESS THAN FOUR (4) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF
PRESSURE, DURlNG THE TEST PERIOD, MlNIMUM TEST PRESS URIE, AT THE
HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 150 POUNDS PER
SQUARE INCH, CENTER FILLING OF PlPE LENGTHS IS ALLOWED,
C,5, AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AN D
CONNECTED, ALL NECESSARY WORK HAS BEEN COMPLETED AND PRIOR TO THE
lNSTALLA TION OF SPRINKLER r,EADS, CONTROL VALVES SHALL BE OPENED
AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM PORA
MINTMUM Of FlVE (5) MINUTES, APTER THE SYSTEM IS Tl IOROUGHL Y FLUSHED,
THE RISERS SHALL BE CAPPED Off AND THE SYSTEM PRESSURE TESTED,
C,6, AT THE CONCLUSION OF A SYSTEM PRESSURE TEST, THE HEA DS SHALL BE
lNSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WI TH DESIGN
REQUIREMENTS UNDER NORMAL OPERATING PRESSURE, CONTRACTOR SHALL
VERIFY HEAD PRESSURES W!TH PITOTTUBE AND ADJUST VALVE TO
CORIRESPOND WITH DESIGN PRESSURE,
C.7, CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO COMPLETION AND
APP ROVAL OF PRESSURE TEST, IF CONTRACTOR BACKFlLLS TRENCH ING PRfOR
TO PRESSURE TEST, THE CONTRACTOR SHALL BE RESPONSlBLE POR ALL DIRECT
AND lNDIRECT COSTS OF EXPOSlNG WORK FOR PROPER TESTING AND
OBSERVATION BY LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE
OWNER,
D, INTENTIONALLY LEFT BLANK
£, SPRINKLERS
E,L ALL NOZZLES ON STA TIONARY POP-llP SPRINKLERS SHALL fl[ TIGHTENED
AFTER INSTALLATION, ALL SPRINKLERS HA YING AN ADJUSTMENT STEM SHALL
BE ADJUSTED ON A LATERAL LlNE FOR PROPER RAD[US, DIAMETER AND/OR
GALLONAGE PER APPROVAL OF THE LANDSCAPE ARCHITECT
E2, SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDlNG TO DETAILS
FOR FlNAL APPROVAL,
F, VALVES
F,L REMOTE CONTROL VALVES SHALL BE ADJUSTED IN ORDER TIIAT A UNrFORM
DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE
PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM,
f,2 QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS,
CURBS, HEADERBOARDS, OR PAVED AREAS WHERE DESIGNED, RIEFER TO
INSTALLATION DETAIL
F,J, NO CONTROL VALVES SHALL BE LOCATED lN TURF AREAS WITHOUT PRIOR
WRITTEN APPROVAL OF THE LAN DSCAPE ARCHITECT,
G, VALVE BOXES
G,I, VALVE BOXES SHALL BE SET ONE INCH (I") ABOVE THE DESIGNATED FINISH
GRADE IN LAWN AREAS AND THREE INCHES (J") ABOVE FINISH GRADE IN
GROUND COVER AREAS,
G,2, VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADERBOARDS, AND PAVING
SHALL ABUT THOSE ITEMS, TOP SURFACE or BOX SHALL BE FLUSH WITH ITEMS
LISTED ABOVE,
G3, VALVE BOXES SHALL BE lNSTALLED IN SHRUB PLANTERS, NOT IN TURF AREAS
WHENEVER POSS IBLE, UNLESS OTHERWISE APPROVED lN WRITING BY THE
LANDSCA PE ARCHITECT,
1-L AUTO MA TIC CONTROLLER LOCATION AND INSTALLATION
l-1, L THE AUTOMAT[C CONTROLLER SHALL BE INSTALLED AT THE LOCATION
SHOWN ON THE PLAN, VERIFY EXACT LOCATION OF CONTROLLER WITH
LANDSCAPE ARCHJTECT PRIOR TO INSTALLATION,
l-1,2, ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN
CONNECTING THE 120 VOLT ELECTRICAL SERVICE TO THE CONTROLLER,
IRRIGATION CONTRACTOR SHALL PROVIDE POWER TO CONTROLLER AND
SHALL COMPLETE HOOK-UP TO CONTROLLER,
H.3, THERE SHALL BE ADEQUATE COVERAGE OF SOIL (18" MINIMUM) OVER THE
24-VOLT CONTROL WlRE, lNSTALL \\IJRE IN MA[N UNE TRENCH AND TAPE TO
Sf DES or MAlNUNE AT 15' lNTERVALS, SEE DETAIL
L CONTROL WIRIE
LI, ALL ELECTRTCAL EQUIPMENT AN D WlRlNG SHALL COMPLY WITH LOCAL AND
STATE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE
TRADE,
L2, CONNECTfNG AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL
BE MADE USlNG RA[N BIRD PEN-TITE CONNECTORS OR EQUAL, WIRE
CONNECTORS SHALL BE WATERPROO F AND NON-REUSEABLE, ALL SPLICES
SHALL BE MADE US[NG SEALED WATER PROOF CONNECTORS, CONNECTORS
SHALL HA VE A TWO PIECE BODY, COPPER CRIMP SLEEVE, AND WATER PROOF
SEALANT
LJ, THRIEE (3') FEET LONG PIG-TA IL WIRE SPLlCES SHALL BE ALLOWED ONLY AT 1500
FT, lNTERVALS, THE WIRE SPLICES SIIALL BE ENCLOSED IN A VALVE BOX WITH
COVER IMPRINTED WITH THE LETTERS 'SB',
J, BACKFLOW PREVENTION UN ITS
J, I, THE BACKFLOW PREVENTION UN fTS SHALL BE INSTALLED AS SHOWN ON PLANS
AND DETA ILS, BACKF LOW PREVENTION UNITS SHALL BE lNSTALLED PER
LOCAL CODES lNCLUDING CERTIFICAT[ON,
9,0 OBSERVAT[ON SEQUENCE
OBSERVATIONS ll Y THE LANDSCAPE ARCHITECT WILL BE RIEQUIRED AT THE
FOLLOWlNG TTMES:
UPON INSTALLATION OF MAINLfNE (PRIOR TO BACKFILLlNG) FOR PRESSURE TEST
UPON INSTALLATION OF IRIRIGATION HEADS (PRlOR TO PLANTING BUT AFTER FINE
GRADING) FOR COVERAGE TEST
AT THE END OF MAINTENANCE PERIOD,
PART B IRRIGATION SYSTEM MAINTENANCE
WHEN REPAIRS TO THE SYSTEM ARE REQUlRED, IDENTICAL MATERIALS SHOULD BE
USED TO MAINTAIN SYSTEM INTEGRITY,
L fRRIGATION CONTROLLER
THE IRRJGATlON CONTROLLER IS DEFlNED AS THE MASTER CONTROLS THAT RIEGULATE
THE LRRIGAT[ON PROCESS, THE SYSTEM HAS BEEN lNSTALLED USING T[[E LATEST
STATE-OF-THE-ART EQUIPMENT AVA ILABLE, HOWEVER, AS WITH ANY DEVTCE, THE
EQUIPMENT WILL NOT LAST FOREVER, AND COMPONENTS WlLL NEED TO BE REPAIRED
OR REPLACED PERIODICALLY,
IRRIGATION CONTROLLERS CONTROL THE TIME OF DAY AND THE FREQlJENCY WJTH
WHICH TH E IRR IGATION SYSTEM DISPERSES WATER; TURNING lRRIGA TION VALVES ON
AND OFF ACCORDING TO A WATERING SC HEDULE WH[CH IS PROGRAMMED INTO THE
CLOCK,
EACH CONTROLLER HAS A BATTERY BACK-UP; HOWEVER, THE SCHEDULE MAY BE LOST
AS A RESULT OF A POWER OUTAGE, CHANG ING SHORT-TERM WEATHER CONDITIONS
AND SEASONAL CHANGES WlLL REQUIRE FlNE-TUNING THE PROGRAM FOR PROPER
WATERlNG, DURING EXTENDED RAINY PERIODS, THE CONTROLLERS SHOULD BE
SHUT-DOWN UNTIL ADDJTIONAL WATER IS NEEDED IN THE LANDSCAPE AREAS,
MULTIPLE IRR[GATION CYCLES SHOULD BE USED AS NEEDED TO ALLOW EACH
WATERING TO COMPLETELY SOAK-IN, THfS WILL REDUCE RUNOFF AND WASTED
WATER,
MAINTENANCE REQUJRED:
I. REGULAR INSPECTIONS OF OUTDOOR CONTROLLERS TO MINIMTZE MOISTURE
DAMAGE AND CORROSION, REGULAR CHECKING FOR DEAD BACK-U P BATTERY,
LOOSENED CONNECTIONS, DETERIORATED WEATHERPROOFING OR CONTROLLER
MOUNTING HARDWARE, LIGHTING STRlKES COU LD ALSO AFFECT THE SYSTEM, AND IT
SI IOULD BE CHECKED AFTER ELECTRICAL STORMS FOR ANY ADVERSE EFFECTS,
2, PERIODIC INSPECTION OF TIME CLOCKS TO DETERMINE THAT TH E SCHEDULED
PROGRAM IS WORKING PROPERLY AND ADJUSTlNG THE PROGRAM FOR PROPER
WATERING,
3, RESETTlNG TIME CLOCKS FOR DAYLlGHT SAVINGS TfME, AND AFTER POWER
FAILURES TO RESTORE SCHEDULED PROGRAMMlNG,
4, MONTHLY RESETTING AND ADJUSTM ENT OF EACH IRRIGA TlON STATION'S RUN TIME
IN RESPONSE TO CHANGING WEATHER CONDITIONS AND PLANT NEEDS, CONTROLLERS
SHOULD BE ADJUSTED BASED ON THE ACTUAL NEEDS OF THE PLANTS WITH
ALLOWANCES FOR ADJ!JSTMENTS DUE TO ON SITE CONDITIONS,
5, RAIN SHUT OFF DEVICES (IF SO EQU IPPED) SHOULD BE CLEANED AND KEPT FREE OF
DELETER[OUS MATERIALS SUCH AS LEAVES, ON A MONTI-IL Y BASIS, ENSURE PLANT
MATER[AL HAS NOT GROWN OVER OR COVERED DEVICE,
6, EVENTUALLY, REPLACEMENT OF ELECTRIC TlME CLOCKS, WHEN NEEDED,
FREQUENCY:
L FAILURE TO INSPECT TIME CLOCKS AS NECESSARY MAY RIESULT IN INADEQUATE OR
OVER-WATERING WHJCH, FOR EVEN A SHORT PERIOD OF TJME, COULD BE DISASTROUS
TO SURROUND ING LANDSCAPING, OVER-WATERING CAN ALSO CA USE WATER
ACCUMULATfON LEADING TO PLANT DEATH, PAVEMENT FAILURES AND
WATERPROOF[NG PROBLEMS, IT JS VERY IMPORTANT THAT REGULAR INSPECTIONS BE
PERFORMED TO lDENTIFY ANY OV ERLY-WET AREAS AND THAT CORRIECTJVE MEASURES
BE IMPLEMENTED IMMEDIATELY, TTME CLOCKS TH AT ARE NOT PROPERLY SET MAY
ALSO CAUSE WATERING DURING INAPPROPRIATE HOURS,
JJ, BACKFLOW PRE VENTERS
BACKFLOW PREVENTERS ARE DEFINED AS A DEV[CE WHOSE FUNCTION IS TO
PERMANENTLY SEPARATE THE POTABLE WATER SUPPLY FROM THE IRRIGATION
SYSTEM, THE BACKFLOW UNITS FOR THE PROJ ECT ARE THE "ATOMOS PI-IER[C" TYPE,
AND ARE LOCATED ON EACH HYDROZONE SYSTEM,
MAINTENANCE REQUIRED:
PERIODlC lNSPECTION FORLEA KS ,, PERIODIC DISCHARGE OF WATER FROM THE RELIEF
VALVE IS NOT A PROBLEM, BUT ACTUALLY THE VALVE PERFORMlNG ITS lNTENDED
FUNCTION,
FREQUENCY:
BACKFLOW PREVENTERS ARE VERY CONSPlCUOUS, AND CAN BE SPOT-CHECKED
WEEKLY FOR VISIBLE LEAKS OR VANDALISM,
EFFECTS OF DEFERRED MA INTENANCE:
FAILURE TO INSPECT AND REPAIR BACK FLOW UN ITS MAY AFFECT NEARBY TURF, TREES,
AND OTHER PLANT LIFE, INEFFECTIVE BACKFLOW PREVENTION CAN ALSO CAUSE
CONTAMINATION Of THE DOMESTIC WATER SUPPLY,
Ill, SPRlNKLER HEADS / EMlTTERS
WHILE THE SPRINKLER SYSTEM PATTERNS HA VE BEEN CHOSEN TO KEEP OVERSPRA Y
OFF WALLS, SlDEWALKS, AND BUILDINGS, WINDY CONDITIONS, PLANT GROWTH, AND
OTHER FACTORS \\IJLL SOMETIMES RESU LT lN ISOLATED OVERSPRA Y PROBLEMS,
NOTE: WATER SHOULD BE APPLIED ONLY IN AMOUNTS TO MEET PLANT NEEDS,
WITHOUT EXCESS , BECAUSE WEATHER AND GROWTH VARY BY MONTH, WATER
APPUCATlON NEEDS TO BE RESET ON A MONTHLY AND SEASONAL BASTS TO REPLACE
WATER LOST THROUGH EVAPOTRANSPIRA TION W1TH ALLOWANCE FOR SPECIFIC SlTE
CONDITIONS,
THE IRRIGATION SCHEDULE ON THE INSTALLATfON PLANS SHOULD BE USED AS AN
lNJTTAL STARTfNG POlNT FOR THE CONTRACTOR, EACH JRRIGATION SYSTEM'S RUN TIME
AND CYCLE SHOULD BE EVALUATED AND ADJUSTED IN THE FIELD,
MAINTENANCE REQUIRED:
FREQUENT INSPECTION FOR BROKEN OR IMPROPERLY ADJUSTED SPRINKLER I IEADS,
CLOGGED NOZZLES OR EMITTERS, WORN NOZZLES AND GEAR DRIVES, GRIT lN SEALS OR
MOV[NG PARTS, MOWER OR OTHER PHYSICAL DAMAGE, AND BROKEN SPRTNKLER LINES,
THE RISER HEIGHT OF SPRINKLERS SHOU LD BE ADJUSTED AS REQUIRED, BUT NOT TO
lNTERFERE WITH PEDESTRIAN TRAFFIC, POP-UP TYPE SPRlNKLERS SHOULD BE
ADJUSTED TO MAINTAlN THE SPRlNKLER HEAD FLUSH WITH THE SURROUNDING GRADE,
POP-UP TYPE SPRINKLERS SHOULD ALWAYS BE USED ADJACENT TO TRAFF IC AREAS,
PERlODICALLY, EMTTTERS MAY NEED TO BE ADDE D TO ACCOMMODATE FUTURE PLANT
GROWTH, APPROPR[ATE CORRECTIVE MEASURES SHOULD BE MADE IMMEDIA 1 ELY TO
CORRECT ANY OF THESE PROBLEMS AND ENSURE APPROPRIATE COVERAGE lN ALL
AREAS, PREVENT OVER WATERlNG, AND MINJMfZE ANY OVERSPRA Y, AFTER ANY
JRRIGATION REPAIR, PlPING SHOULD BE FLUSHED AND RETESTED FOR PROPER
FUNCTION AND ADEQUATE COVERAGE,
REGULAR lNSPECTlONS SHOULD BE PERFORMED TO MONITOR THE AMOUNT OF WATER
BEING APPLIED, AND CORRECTIVE MEASURES TAKEN , IF NECESSARY,
FREQUENCY:
INSPECTJON AND APPROPRIATE ADJUSTMENTS OF SPRINKLERS TO ASSURE ADEQUATE
COVERAGE AND PREVENT OVERSPRA y SHOULD BE DONE A MINIMUM or ONCE A WEEK,
MORE FREQUENTLY DURING THE DRYER, WARMER SEASONS,
EFFECTS OF DEFERRED MAINTENANCE:
PAI LURE TO lNSPECT, REPLACE, AND ADnJST SPRINKLER SYSTEM COM PON ENTS MAY
RESULT IN INADEQUATE OR SURPLUS WATER SUPPLY TO AFFECTED AREAS, AFFECTING
NEARBY TURF, TREES, AND OTHER PLANT LIFE, OVER WATER[NG MAY EVENTUALLY
LEAD TO SOIL EROSION, AND COULD EFFECT NEARBY STRUCTURES AND/OR HARDSCAPE
SURFACES,
IV VALVES
MAINTENANCE REQUIRED:
REGULAR TNSPECTION OF VALVES TO VERIFY THAT Tl IEY ARE OPERATING CORRECTLY,
CHECKING FOR DIAPHRAGM OR SEAT WEAR, STICKlNG SOLENOIDS OR DIAPHRAGM,
CORIROSION OF WIRE CONNEC J'JONS, CLOGGED SCREENS AND ORIFICES, A ND DEIJRIS OR
STONES LODGED UNDER TIIE DlAPHRAGM, REPAIR AND/OR REPLACEMENT AS
NECESSARY,
REMOTE CONTROL VALVES MAY HAVE ASSOCIATED UNIONS AND ISOLATION VALVES,
THESE SHOULD ALSO BE CHECKED PERIODICALLY FOR LEAKAGE OR DAMAGE,
FREQUENCY:
VALVES SHOULD BE MANUALLY OPERATED AND VfSl!ALLY INSPECTED AT LEAST ONCE
PER MONTH, A MORE THOROUGH INSPECTION OF ALL VALVES SHOULD BE PERFORM ED
AT LEAST ONCE A YEAR WITHREPA[RS OR REPLACEMENT DONE AS SOON AS ANY
MALFUNCT[ON JS DETECTED, THIS SAME FREQUENCY OF fNSPECTION SHOULD BE
APPLIED TO THE BALL OR GATE VALVES LOCATED THROUGHOUT THE SYSTEM,
HFECTS OF DEFERRIED MAINTENANCE:
AS THE REMOTE CONTROL VALVES CONTROL THE DISBURSEMENT OF WATER, REPAIRS
THAT ARE NOT ATTENDED TO JMMEDJATEL Y COULD RESULT [N LONG TERM DAMAGE TO
LANDSCAPING IN THE AFfECTED AREAS
V, [RRIGATTON PIPE,
MAINTENANCE REQUIRED:
THE IRRJGA flON SUPPLY AND LATERAL PIPES ARE PLASTIC (PVC), IF NOT DISTURBED
BY ; TRENCHlNG OR DIGGING, MINIMAL ONGOlNG MAlNTENANCE SHOULD BE REQUIRED,
ON OCCAS ION, SOME REPAIRS MAY NEED TO BE DONE TO MAINTAIN THE INTEGRITY OF
TllE SYSTEM AND AN OCCASlONAL INSPECTION OF POR l'IONS OF THE SYSTEM lS
RECOMMENDED, REPA IRS SHOULD BE MADE WITH IDENTICAL MATERIALS,
FREQUENCY:
IF REPAIRS ARE REQUIRED, THEY SHOULD BE DONE IMMEDIATELY,
EFFECTS OF DEFERRIED MAINTENANCE:
AS \VJTH OTHER COMPONENTS OF THE IRRIGATION SYSTEM, REPA IRS THAT ARE NOT
ATTENDED TO IMMEDlATELY COULD RESULT lN LONG TERM DAMAGE TO LAWN AND
PLANT LIFE IN THE AFFECTED AREAS,
-END OF SECTION -
S J R
APPROVED roR
!RR/GA TIOi\J ANO PLANTING
ONLY, INCLUDING PRECISE
LOCATION or PLANTING
AREA,
la,111,-cap~ ,,,.cf1/1ec111r"
lafld pla1111ing
RCE ___ _
AS -BU ILT
EXP , ____ _ DATE
;J ,.
'° c,) :f-'
~
7859 Sitio Coco
Carls bad, CA 92008
TEL 9~9 276 6500 F-----------------------1~
\I" II' Ir. SJ <I I Ii<". C' 0111 REVIEWED BY:
INSPECTOR DATE
"' ~ 6
~ w ;,-
C :,: .----,---,-----------------------.----,,--~--.----r---'T""---~'------------------------1~
t------------t------t------------+---+--+---f-----11 s1HE4ET I .I __ c_1T_Y_o_F_c_A_R_1_s_B_A_D_~ ~ _ PLANNING DIVISION '.'.;
LANDSCAPE IMPROVEMENT PLANS FOR
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6
1-----+----+---------------+----+-----J1------1------1 I -AP_P_Ro_v_E_D:~l~~--____,,/4'---#"--'Uf,«-e,,,~=<--
PLANNrNG p
•c 8 N
DESIGNER OF WORK REVISION DESCRI PTION OTHER APPROVAL CITY APPROVAL s Expiration Date: 09-30-26 ,£ L,,,_ ___ ~::,::;,::::;,,.:::::::,:::,,:::;:::::::=L ____ ,,,1,_ _____________ 1..,_ ___ _1,. ____ ,l_ ______________ --===:--J~
DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: k' (' PROJECT NO, DRAWING NO,
CHKD BY: Ml LPC2024-002 0 428-9SS RVWD BY: Ml DEV 03006
I
\
\
ARTIFICIAL .
•••• TURF PER
CON$TR!.JCTION
PLAN ·
•
PLANTING LEGEND
BOTANICAL NAME COMMON NAME
TREES
T TRlSTANIA CONFERTA BRlSBANE BOX • OLEA EUROPAEA 'SWAN HI LL' OLIVE TREE
p PARKINSONIA x 'DESERT :MlTSEUM' PALO VERDE
* DRACENA DRACO DRAGON TREE
◊ PODOCARPUS GRACfLIOR AFRJCAN FERN PI NE
QUERCUS AGRIFOLJA COAST LIVE OAK
SHRUBS
SENECJO SERPENS SENECIO
..... I CAREX SUBFUSCA RUSTY SEDGE
;:;_zj DIANELLA TASMANICA 'LITTLE REV' TASMAN FLAX LILY
ALOE ARBORESCENS TORCH ALOE
(~I AGAVE 'BLUE FLAME' AGAVE '._/
BOUGAINVILLEA 'MONETH' PURPLE QUEEN BOUGAINVILLEA
I~ RHAPHJOLEPIS I. 'CLARA' INDIAN HAWTHORN
"-___/ WISTRINGEA FRUT 'MORNING LIGHT COAST ROSEMARY
C.
Qi ALOE VERA ALOE VERA ,\.'./
') LOMANDRA LON. 'PLATINUM BEAUTY' PLATJMUN BEAUTY LOMNADRA
I ARTIFICIAL TURF PER CONSTRUCTION PLAN
EXISTING PLANTING TO REMAIN, PROTECT IN PLACE
, >,<) I;;
I; I; 11;/ ;) I; I J_>!~~-lj ~. . .. -.,. -
' , ..
,t( . l~
,(; .. ' ;
....;,~· I;/ ,-~ ·;/; -.,,-,; ·""
'"
• '
SIZE
24" BOX -STDS
<'
~
48" BOX -LOW llRANCH
36" BOX -STD.
48" BOX
15 GALLON - COLUMNAR
36" BOX -MULTI
I GAL@ 18" O.C.
I GAL. @ 18" O.C.
l GAL. @ 18" 0.C.
5 GAL. AS SHOWN
5 GAL.
5 GAL.
I GAL. @42" 0.C.
5GAL
5 GAL @ 30" 0.C.
I GAL
--UB48-2 DEEP ROOT -ROOT BARRIER @ RETENTION BASIN -FICUS RlBIG INOSA 'FLO RJDA'
NOTE:
j
f -
• ~
~\®
'@
QTY
4
3
4
I
42
5
AS REQ'D
ASREQ'D
AS REQ'D
24
4
35
103
106
93
80
\:(>l ~ ~0
~@
WOCUL
\\(>l .. \~
~-
M ~
L /
L
L
L
L
L
M
M
L
L
L
L
L
L
L
I. ALTERNATIVE PLANT MA TERI AL TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE OR INSTALLATION
2. PLANT MATERIAL MINIMU M 0 .C. DISTANCE FRO M EDGE OF PA VI NG:
2.1 . SHRU BS 30"
2.2. GROUNDCOVER 18"
, ; I; I; I; ;
\ I; I ; I; . ~;1/
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PLANTING NOTES
I. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARC HJTEC I OF SITE CONDlTIONS WHICH PREVENT INSTALLATION
PER PLANS AND SPECIFICATIONS. CONIRACTOR SHALL NOT PROCEED WITH WORK PRIOR TO CLARI FICA TIO~ BY
LANDSCAPE ARCHITECT OR CITY INSPECTOR.
2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRJGATION EQUIPMENT, AND
REPLANTING /\REAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
3. REFER TO PLANTING SPECIFICAIIONS FOR INSPECTlON/CERTIFICATION SCHEDULE.
4. IRRIGA TlON SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS.
5. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEME~T, BUT NOT BEFORE IRRIGATION
COVE RAGE TEST NO. I HAS BEEN APPROVED, (SEE SPECIFICATlONS).
6. PLACE TREES BETWEEN IRRIGATJON HEADS WHEREVER POSSIBLE.
J. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAK EN FROM ENOUGH LOCA TlONS ON THE SITE TO
REPRESENT AN ADEQUATE CROSS SECTTON OF COliDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL
TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE
FOLLOWING:
A. ORGANIC MATTER CONTENT
B. N.P,K
C. Pl I
D. EC
E. SOIL TEXTI!RE (S ILT, CLAY, SAND)
f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS.
rJ IE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LA BORATORY SHALL BE SUBMITTED TO AND
APPROVED BY THI CITY. THI APPROVED RECOMMENDATIONS FOR AMENDMENTS AND B,\CKFILL SHALL BE
INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME
PART OF ll IE APPROVED PLANS. I HE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID.
8 THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX
SPECIFICATIONS (SEE SPEClFfCATJO\/S). THE CONTRACTOR SHALL SIJBMIT A C(Jl'Y OF ALL SOILS REPORTS TO
THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS.
9. SHREDDED MULCH INSTALLATION: INSTALL A J" LAYER OF SHREDDED MULCII IN ALL SHRUB AND
GROUNDCOVER AREAS UNLESS OTHERWISE INDICATED ON PLANS.
10. CONTRACTOR JS RESPO~SJBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE
AREAS BEYOND lHE LlMIT OF WORK, THAT JS A DlRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR
HIS SUB-CONTRACTOR REPLACEMENT ITEMS SHALL BE EXACT DUP LICATES OF ORIGINAL WORK OR PLANTS,
UNLESS OIHERIVISE APPROVED BY THE LANDSCAPE ARCHITECT.
11. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOWSTRIP OR HEADERBOARD
AS INDICATED ON DRAWINGS.
12. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASJS UNLESS OTHERWISE APPROVEJJ BY THE OWNER'S
REPRESENTATIVE.
13. WEED ABATEMENT: AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM, AND SOIL PREPARATION,
BUT PRIOR TO PLANTING, PERFORM WEED ABATEMENT PROGRAM TO ALL PLANTI\/G AREAS AS FOLLOWS:
13.1. APPLY SULFATE OF AMMONIA AT THE RATE OF 5 LBS. PER 1,000 SQ. FT. TO ALL AREAS TO BE PLANTED.
13.2. KEEP AREA MOIST BY REGULAR IRRIGATION FOR A PER TOD OF TWO (2) WEEKS TO GERMINATE EXISTING
WEED SEEDS.
133. AT THE EliD Of TWO WEEKS, APPLY 'ROUND l!P' OR EQLAL SYSTEMIC BICIDE. DO NOTlRRIGATE WITHIN
SIX (6) HOURS AFTER APPLICATION. REFER TO MFG. SPECIFICATIONS FOR PERIOD OF TIME REQUIRED
FROM TJME OF APPLICATJON TO TIME OF PLANTING. AFTER COMPLETE WEED KILL, REMOVE ALL WEED
RESJDUE AND TOP GROWTH A\/D DI SPOSE OF IN A LEGAL MANNER.
114. ALL HERBJCJDES SHALL BE APPLIED ONLY BY A CALIFORNIA LICENSED APPLJCA TOR. NO HERBICIDES
SHALL llE APPLIED WITHO UT FIRST OBTAINING WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT
AND/OR CITY INSPECTOR.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PLANT MATERIAL INDICATED ON PLANS.
QUANTITIES INDICATED ON PLAN ARE FOR ESTIMATION PURPOSES ONLY.
15. CARE SHALL BE TAKEN TO AVOID BLOCKING VIEW LINES OF EXISTING RESIDENTIAL LOTS WITH NEW TREE
PLANTING.
16. TREES WITHIN 5' OF PAVING SHALL HA VE ROOT BARRIERS INSTALLED PER MANUF. SPECIFICATIONS ROOT
BARRIER SHALL BE DEEP ROOT 'ROOT RA RI CADE' MODEL UB24-2
NEW STATE MWELO NOTES:
FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC
YARDS PER 1,000 SQUARE FEET OF PE RMEAB LE AREA SHALL BE IN CORPORA TED TO A
DEPTH OF SIX INCHES INTO THE SOIL. SOILS WI TH GREATER THAN 6% ORGANTC MATTER
IN THE TOP 6 INCHES OF SOIL ARE EX EMPT FROM ADDfNG COMPOST AN D TILLING.
2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANS FORMED TO
A FRIABLE COND!TlON. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES
0 J,
NEED MEET THE REQUIREMENT OF THIS SECTION.
PLEASE ADD THE FOLLOWING NOTE Pl-:R THE NE W STATE MWELO: Tl-IE APPLICATION OF
ORGANIC MULCH MATERIALS MADE FROM RECYC LED OR POST-CONSUMER MATERIALS
SHAL L TAKE PRECEDENCE OVER INO RGANIC MATERJALS UNLESS RECYCLED OR
POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE.
NOTE:
ALL SLOPE PLANTING MUST MEET Tl-IE REQUIREMENTS Of THE LANDSCAPE MANUAL, AND
THAT GROUND COVER PLANTING ON SLOPES, WHERE REQ1J1RED, SHOULD BE UNDERPLANTED
BENEATH TALLER Ul'GJG!-IT SH RUB OR TREE PLANTING.
S J A
!a11d.<cape arclrilecrure
I and /Ji D 1111 i,ag
10' 0
GRAPHIC SCALE
1 O'
SCALE: 1" = 10'
30
APPROVED FO R
!RR/GA T!ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
AS-BU ILT
RCE __ _ EXP . ___ _ DATE
Cl Knovl what's below I ,eaJI before you dig.
7859 Sitio Coi.:o
Carlsbad, CA 92008
TEL 949 2H fi.\00 1---------------------lj;
;., ; 1-)
V 'i ,,
!I' II' \t', S _I " , }I C,. C /J //j REVIEWED BY: "' ~ en
~ "' INSPECTOR DATE -'
,-----,---,--------------------,-----,---'-r---r---.-----'-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-iig
~===:==:::::===================:::::===:===::==:::::==~ L_I S1HE~ET~l l==C=I=T==Y=O=F==C=A=R=L=S=B=A=D=~ ::=:~. ~ ~ PLANN ING DIVISION ::;
f-----+---+-------------------+------+-----+------+------1 LANDSCAPE IMPROVEMENT P LANS FOR: ~
CARISBAD RANCH PLANNING AREA 5 -HOTEL 6 G ;'
Cl z ;:i l----+----1-------------------+-----+----+-----l------l ========================:;CJ
I APPROVED /' /). ;J ( I ;::
1-----1--------+------------+--+---+---+--------I ----=~-~_.,_tJ,__.,c'..14¼;=,,,,.'f~'-------") ( l 4' l(,, ~ ...
PLANNING tJ ~ f-----+---+-------------------+------+----+------+-----1 C,
DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: vr PROJECT NO. DRAWING NO.
CHKD BY: Ml LPC2024-0020 428-9SS DESIGNER OF WORK REVISION DESCRIPTI ON OTHER APPROVAL CITY APP ROVAL
L_ ____ _.!;.Ex~pc::_ir::;al::;:ia::;n_:D;c:a:::le:;c: O:cc92c·3c:20·2cc:6c.L _____ _L _________________ _L _____ _J _____ _J-=======---=========-======.J,~ RVWD BY: Ml DEV 03006
C
F
H BREATHER TUBE
INSTALL 13REATHER TUBES
ON ALL TREES* PER THE
FOLLOWING SCHEDULE:
15GALLON (1 )-3 "
24" BOX (2) -3"
36" BOX (2) -4"
48" BOX (3) -4"
60" BOX OR LARGER (4)-4"
B&BPALMS (4)-4"
LEGEND
CD NDS SLOTTED GRATE-PIPE SIZE ATTACHED
W/ SS. MACH. SCREWS (2 REQUIRED) @ FINISH GRADE
( 3 1 DUCT TAPE OVER HOLES WITHIN 6"
:J OF FINISH GRADE
~) RIGID PERFORATED SMOOTHWALL HANCORE
PIPE. SEE SCHEDULE FOR SIZE AND NUMBER
PER PLANT.
(s) "DRAINGARD" SOCK
~ BACKFILL MIX PER SPECIFICATIONS
l 7 ; ROOT BALL
(s) BREATHER TUBE TO EXTEND TO 6"
-PAST FULL DEPTH OF PLANTING HOLE.
B
E
G
J
"
8 )----,I"'
-iil-1-
, '
'
◊ WIND
~-------{ 2
9
LEGEND
CD TREE TTES - CIN CH TIE
0 2"xl 0' LODGEPOLE PTNE STAKE S
G) HA CK FI LL MIX PER SPECJFICATIONS
0 4" HERM FOR TEM PORARY WATERING
CD MULCH -WHERE AP PLICABLE IN
PLANTER BEDS
G) PLANT PIT: 1 1/2 TIMES WIDTH OF
ROOT BALL
Ci) NAT IVE SOIL
® TRUNK GUARD IN TURF AREAS
(}) PLAN T TABS PER MAN UFACTURERS
RECOMENDA TIONS
NOTE:
TNSTALL ROOT BARRIERS ON T REES
PLANTED WITHIN 6' OF ANY STRUCTURE
OR HAR DSCAPE.
TREE PLANTING
1/
2 3 f---~
r 12" r I
I " ' ,
' , .
!.=' -1 ! 1:~~ I-_ I -I --1--1
! , I ! ! . 1 I
L(~) 5
LEGEND
G) HARDSCAPJNG/HEADERBOARD
Ci) MULCH
G) FINISH GRADE PER APPROVED
PRECISE GRADING PLANS
0 SHOVEL CUT EDGE 0 COMPACTED NATIVE SOIL
NOTES :
A. PRIOR TO PURCHASE/PLACEMENT
OF THE MULCH, THE
CONTRACTOR SHALL SUBMIT A
SAMPLE TO THE INSPECTOR FOR
APPROVAL.
B. MULCH UNDER TREES AND
SHRUBS AS DIRECTED ON THE
PLANS AND BLEND INTO EDGES AT
GROUND COVER AREAS.
C. MOISTEN MULCH AFTER
INSTALLATION TO ASSIST IN
COMPACTION.
D. PLACE NO MULCH WITHIN A 6"
RADIUS OF THE CROWN OF A
WOODY PLANT.
MULCH INSTALL
' rr~
' D -/
"~ N ik V .,.
0 ,
I '
~ '° ~
(A)
I \ ,~ I\
N :-,:; ~; ">---?,~
;
/
~
I
LEGEND
(1) WALL, WALK, CURB OR DRIVEWAY EDGE
(3) NDS SM-2420 ROOT BARRIER
CD TREE TRUNK
NOTE:
A. CONTINUOUS ROOT BARRIER IS ONLY
REQUIRED WHERE TREES ARE WITHIN
5'-0" OF ANY CONCRETE WALK,
FOUNDATION, UTILITY, WALL, CURB,
DRIVEWAY OR ANY HARD SCAPE
IMPROVEMENT
HARDSCAPE
DISTANCE
FROM TREE
(A)
5'
4'
3'
2'
l'
PANEL LENGTH (MIN.)
CENTER W/
TREE TRUNK
(B)
12'
\3'
14'
15'
J 6'
A
D
LEGEND
(DMULCH
1~ 3" BERM TO FORM DEPRESSED WATERING BASIN , __ ./
G)PLANT TABS PER MANAFACTURER'S RECOMlvLENDATIONS
8 ) BACKFILL MIX PER SPECIFICATIONS
0 CONTAINER PLANT ROOT BALL
(~ PLANT PIT TO BE I 1/2 TIMES THE WIDTH OF THE ROOT
(]) BALL & 6" BELOW THE BOTTOM OF THE ROOT BALL
NATIVE SOIL
NOTES:
A. CROWN OF SHRUB SHALL BE INSTALLED TO
MAINTAIN ONE TO TWO INCHES ABOVE ORIGINAL
FINISH GRADE.
SHRUB PLANTING
\/ \/ \/
V ✓VV\v V
X
\/V\/VV
I\J\~ /\/ ;1
112 x-+---I\ / \ ; ~ 1 ~ '-... ,{:
EQUAL
LEGEND
CD BACK OF CURB OR EDGE OF PAVING
Ci) PLANTLOCATION
NOTES:
SHRUB SPACING
A. ALL SHRUBS/GROUND COVER TO BE
PLANTED AT EQUAL SPACING
(TRIANGULAR) UNLESS OTHERWISE
INDICATED ON PLANS: SEE LEGEND FOR
SPACING REQUIREMENTS
S J R
,',i 11rlsc·aµ~ an:hi ree /u re
lanJ J> / a 1111 / 11 g
APPRO VEO FOR
!RR/GA TION ANO PLAN TING
ONLY, INCLUDING PRECI SE
LOCA T!ON OF PLANTING
AREA.
AS-BU ILT
a
-----"
7859 Sitio Coco
Carlsbad. CA 92008
Tf:L 9~9 276 6500
"'"'"'-.<_/ainc.cow
" RCE __ _ EXP. ___ _ DATE t;:
" 1----------------~~
REVIEWED BY: ~ "' ~ 6
~ w
INSPEC TOR --D-A T-E--b
r ----,------,-----------------,----,---'-r----r---.-------'-----------------1;:5 ~
t-,_===:===:===================:===:==:===:=~I s1HE6ETl~I ~~c=rT=Y~O-F~C~A~R~L~S-B_A_D~~I ~---· . PLANNING DIVISION . :::
l----+--+----------------+----+--+------+----1 ~LA==N==o==s==c~AP:;::E:=:;IM==P==R==o==VE==M==E==N==T=P==L=A=Ns==F==o==R:=======: ~
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6 ~ z -< "' 9-
t-----+--+----------------+----+--+-----+----< ~==================; f-
l ~ I APPROVED~ ~ ~, Z4l71R r--PLANNIN G
DATE INI TIAL OWN BY: K PROJECT NO. DRAWING NO. DATE INITIAL DATE INITI AL CHKD BY: Ml LPC2024-0020 ~ N
DEEP ROOT BARRIER DESIGNER OF WORK Exp iration Da te: 09-30-26
REVISION DESCR IPTION OTHER APPROVAL CI TY APPROVAL RVWD BY: Ml DEV 03006 428-9SS " 0 ~--~;?
REQUIRED EROSION CONTROL MEASURES
1. SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURE AS SPECIFIED HEREIN SHALL BE
TREATED WlTH REINFORCED STRAW MATTING AND ONE OR MORE OF THE FOLLOWING PLANTING
STANDARDS:
A. STANDARD #1 -COVER CROP:
A.A. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST
COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR
CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND
MANNER SUFFICIENT TO PRIVIDE 90% COVERAGE WITH THIRTY (30) DAYS.
A.B. TYPE OF REINFORCE SIR.AW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE
SLOPE AS RECOMMENDED BY THE MANUFACTURER.
A.C. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST
15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE
REMAINDER OF THE YEAR.
B. STANDARD #2 -GROUND COVER:
B.A . ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER
KNOWN TO HAVE EXCELLENT SOIL BTNIDNG CHARACTERISTICS (PLANTED FROM A MINlMUM SIZE
OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE (I) YEAR.
C. STANDARD #3 -LOW SHRUBS:
C.A. LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINlMUM FO 1 GALLON SlZED CONTAINERS)
SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE).
D. STANDARD #4 -TREES AND/OR LARGE SHRUBS:
D.A. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FOR A MINIMUM OF 1 GALLON CONTAINERS)
AT A MINIMUM RATE OF ONE (l) PER TWO HUNDRED (200) SQUARE FEET.
2. SLOPES 6: 1 OR STEEPER AND:
A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJCENT TO PUBLIC WALKS OR STREETS REQUIRE A
MINIMUM OF STANDARD #I
B. 3'-8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE
INSTALLED IN LIEU OF A COVER CROP), #2 AND #3.
C. lN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE ST AND ARDS #1 (EROSION CONTROL MATTING SHALL
BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4.
3. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #I (COVER CROP) WITH TEMPORARY IRRIGATION
WHEN THEY HA VE ONE OR MORE OF THE FOLLOWING CONDITIONS:
A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF
ROUGH GRADING
B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY
C. IDENTIFIED BY THE CITY AS HlGHLY VISABLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS
THAT WARRANT IMMEDIATE TREATMENT.
4 f-------~
A SHRUB SLOPE PLANTING
◊ WIND
B TREE SLOPE PLANTING
LEGEND
G) STRAW MATTING -THOSE AREAS GREATER THAN
EXISTING SLOPE. (MAXIMUM 1:1 SLOPE)
(2_) ORJGINAL GRADE
()j FERTILIZER TABLETS. APPLICATION RATE PER
TABLE, PER AGRONOMIST RECOJ\1MENDA TIONS.
0 ROOT CROWN TO BE SET 2" -3" ABOVE ORIGINAL
LINE OF SLOPE.
0 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM
WATERJNG BASIN
,:I) PLANT PTT TO BE 2 TIMES THE WIDTH OF THE ROOT
BALL & EQUAL TO THE DEPTH OF THE ROOTBALL .
(j) CONT ATNER ROOT BALL
(~ BACKFILL MIX PER AGRONOMIST REPORT
NOTE:
A. INSTALL STAKES 12" FROM TREE TRUNK
LEGEND
(i_) STRAW MATTING -THOSE AREAS OREA TER THAN EXISTING SLOPE.
(MAXIMUM I :1 SLOPE)
(2)MAIN TRUNK
G) No. I 043 TACKSTRAP TREE TIE --INSTALL PER INSTRUCTIONS USING
• TWO STRAPS PER STAKE. SECURE TO STAKE PER MANUF.'S
MANUF.'S RECOMMENDATIONS PLACE BELOW BRANCH YOKE OF
TREE.
(I) LODGE POLE PINE STAKES-(!) FOR 5 GAL., (2) FOR 15 GAL. & 24" BOX
G_) WATER BASIN
(§) PLANT PIT TO BE 2 TIMES THE WIDTH OF THE ROOT BALL & EQUAL
TO THE DEPTH OF THE ROOTBALL.
0_) CON TAINER ROOT BALL
(§) BACKFILL MTX PER AGRONOMIST REPORT
(2) ROOT CROWN AT ORJGINAL LINE OF SLOPE.
(Lo) FERTILIZER TABLETS. APPLICATION RATE PER TABLE, PER
AGRONOMIST RECOJ\1MENDATIONS.
NOTE:
A. INSTALL STAKES 12" FROM TREE TRUNK
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AREA.
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REVIEWED BY:
INSPECTOR DATE
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REVISION DESCRI PTI ON
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: _L..L....,n_ PROJEC T NO. DRAWING NO. 8
CHK D BY: -'"ill..'-LPC2024-0020 ss N
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PART A PLANTING
1.0 SCOPE
THE WORK OF TI-TlS SECTION INCLUDES ALL LABOR, MATERJALS AND
EQLTIPMENT REQUIRED TO COMPLETE WORK INDICATED ON THE llRA WINGS. THE
WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF
PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE CONTINUOUS
SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE
ORA WINGS AND THESE SPECIFICATIONS . THE WORK INCLUDED IN THIS SECTION
IS AS FOLLOWS: FINISH GRADTNG FOR PLANTING; SOLL PREl'ARATlON:
FERTILIZATION: PLANTrNG INCLUDrNG LAWN; tv!AINTENANCE; INSPECTION AND
CERTlFICATIONS; GUARANTEES; CLEAN-UP; STAKING, GUYTNG AND ESPALIERING;
MISCELLANEOUS ALLOWANCES.
2.0 APPROVALS
A. ALL IRRIGATION WORK SHALL BE INSPECTED AN D APPROVED BY Tl-IE
LANDSCAPE ARCHITECT IN WRITTNG PRIOR TO THE START OF ANY PLANTING.
B. PRJOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES, LOCATE ALL
UTLLITIES, ELECTRIC CABLES, CONDUITS, IRRIGATION LTNES, HEADS, VALVES
AND VALVE CONTROL WIRES, AND ALL UTILITY LINES SO THAT PROPER
PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN
THE EVENT Of A CONFLICT BETWEEN SUCH LrNES AND PLANT LOCATIONS,
PROMPTLY NOTIFY LANDSCAPI' ARCHITECT WHO SHALL ARRANGE FOR
RELOCA TrON FOR ONE OR THE OTHER. FAILURE TO FOLLOW THI S
PROCEDURE PLACES UPON CONTRACTOR THE RESPONSIBILITY FOR, AT HIS
OWN EXPENSE, MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING
FROM HIS WORK.
3.0 QUANTITfES AND TYPES
PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING
AS SHOWN OR NOTED FOR EACH LOCATION, AND SHALL BE OF THE SPECIES,
KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED IN THE "PLANT
MATERIAL LEGEND" ON TH E DRAWINGS. THE LANDSCAP E ARCHITECT HAS
PREPARED QUANTITIES ONLY AS A CONVENIENCE TO CONTRA Cl OR AND
ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE LANDSCAPE
I.
FOR AUTHORIZED VARIATIONS. ALL SUBSTITUTE PLANT MATERIALS SHALL
CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATION. IF THE
ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THAN THOSE
TNDJCATED OR SPECTHED, THE CONTRACT PRICE WILL BE ADJUSTED IN
ACCORDANCE WlTH THE PROVISIONS OF THE CONTRACT
PLANTS NOT APPROVED · PLANTS NOT APPROVED ARE TO BE REMOVED FROM
THE SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THE
OWNER OR LAND. ARCH. RESERVES THE RIGHT TO REJECT ENTIRE LOTS or
PLANTS REPRESENTED BY DEFECTIVE SAMPLES.
7.0 fERTILIZERS AND SOTL CONDITIONS (FOR BID PURPOSES ONLY)
SAMPLES OF ALL SOIL AMENDMENTS, SOD AND PLANTS SHALL BE SUBMITTED
FOR INSPECTION AND STORED ON SITE UNTIL THE FURNJSHING OF MATERIALS IS
COMPLETED. DELIVERY MAY BEGIN UPON APPROVAL OF SAMPLES BY
LANDSCAPE ARCHITECT.
A. ORGANIC FERTILIZER MAY BE PROCESSED SEWAGE SLUDGE WITH A
MINIMUM CONTENT OF l % NITROGEN AND 2% PHOSPHORIC ACID SIMILAR TO
"NlTRO-HUMUS". METHOD OF PROCESSING SHALL NOT DESTROY NORMAL
BACTERIAL CONTENT.
B. NITROGEN STABILIZED SAWDUST SHALL BE BULK, WITH THE FOLLOWING
NITROGEN CONTENT BASED ON DRY WEIGHT:
13.1. 0.5% FOR REDWOOD SAWDUST
R.2. 0.7% FOR FIR SA \YOUST
B.3. 1.0% FOR BARK OR PINE BARK OR MIXTURE
B.4. SALINITY· THE SATURATION EXTRACT CON DUCTIVITY SHALL NOT
EXCEED 3.5 MILLI OHMS/CM AT 25 DEGREES C.
C. COMMERCIAL FERTILIZER SHALL BE DELIVERED TN SACKS OR CONTArNERS
WITH THE MANUFACTURER'S LABEL SHOWING WEIGHT AND ANALYSIS
ATTACHED TO EACH SACK OR CONTAINER.
9.0 STAKTNG MATERIALS
A. A. TREE STAKING SHALL BE AS PER DETA ILS.
B. TIES FOR HOLDING TREES SIIALL BE AS PER DETAILS.
TREE GUYING SHALL BE AS PER DETAILS. CONTMCTOR IS TO VERlFY ALL SIZES AND QUANTITIES. CONTRACTOR SHALL BE C.
RESPONSIBLE FOR INSTALLATLON OF ALL PLANT MATERIALS AT THE SPACING
INDICATED ON T HE PLANTING LEGEND. 10.0 GRADrNG AND SOIL PREPARATION
4.0 VERIFICATION OF DIMENSIONS AND QUANTITIES
DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING \\1TH ANY WORK,
CONTRACTOR SI !ALL VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL
IMMEDIATELY TNFORM LANDSCAPE ARCHITECT, OR OWNER'S REPRESENTATIVE
OF ANY DISCREPANCIES BETWEEN THE ORA WINGS AND/OR SPECIFICATIONS AND
ACTUAL SITE CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHERE
THERE IS SUCH A DISCREPANCY UNTIL APPROVAL HAS BEEN GIVEN BY THE
LANDSCAPE ARCHITECT.
5.0 OBSERVATION /CERTIFICATION:
A. ALL OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT AND
OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REQUEST TNSPECTION AT
LEAST TWO (2) WORKING DAYS IN ADVANCE OF THE TIME INSPECTION IS
REQUESTED.
B. QUALITY CONTROL OBSERVATION SEQUENCES ARE AS FOLLOWS:
B.L TESTING OF MArN LINE PRIOR TO BACKFILLING, 150 PSI FOR 4 HOURS.
CENTER FlLLING OF MAIN LTNE SHALL BE ALLOWED.
A. CONTRACTOR IS TO FTNISH GRADE TO WITHIN 1/10TH OF A FOOT BELOW lHE
TOP OF PAVING WHERE PAVING EXISTS PER DETAILS.
B. MOISTURE CONTENT· THE SOILS SHALL NOT BE WORKED WHEN THE
MOISTURE CONTENT JS SO GREAT THAT EXCESSIVE COMPACTION WILL
OCCUR; AND NOT WHEN ITIS SO DRY THAT DUST WILL FORM IN THE AIR OR
THAT CLODS WILL NOi BREAK READlLY. WATER SHALL BE APPLIED IF
NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLrNG FOR
PLANTING.
C. PRELIMINARY GRADING· PRELIMINARY GRADING SHALL BE DONE IN SUCH A
MANNER AS TO ANTICIPATE THE FTNISH GRADING. EXCESS SOILS SHALL BE
REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND
BARK. WHERE SOIL rs TO BE REPLACED BY PLANTS AND BARK, ALLOWANCF
SHALL BE MADE SO THAT WHEN FINISH GRADTNG HAS BEGUN, TH ERE SHALL
BE NO DEFICIENCY IN TIIE SPECfflED DEPTH OF BARK IN PLANTING BEDS.
APPROVAL BY LANDSCAPE ARCHITECT AND OWNER, AND THEY SHALL, IF IRRIGATION SHALL BE WATERED BY MEANS OF A HOSE.
NECESSA RY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. C. APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL AND
C . ALL PLANTS SHALL BE REMOVED FROM THEIR CONTAINER AND SET SO THAT, SOIL CONDITIONS REQUIRE, TO KEEP THE GROUND \VET AT ALL TlMES, WELL
WHEN SE'TTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE BELOW THE ROOT SYSTEM OF GRASS AND PLANTING. CARE IS TO BE TAKEN
THAT THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED. IN IV A TERJNG SLOPES SO AS NOT TO CAUSE EROSION DAMAGE.
EACH PLANT SHALL BE PLANTED IN THE CENTER or THE PIT AND D FOLLOWTNG THE PLANTlNG OF GROUND COVER PLANTS IMMEDIATELY AND
BACKFILLED UNLESS OTHERWISE SPECIFIED, WITH THE PREPARED SOIL. NO THOROUGHLY WATER BY THE IRRIGATION SYSTEM, OR BY A SI.OW RUNNING
SOIL IN MUDDY CONDITION SHALL BE USED FOR BACKFILLING. NO FILLI NG HOSE Sl'RAY
WILL BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRA YEil
ROOTS SHALL BE PROPERLY CUT OFF.
D. LANDSCAPE ARCHITECT SHALL APPROVE THE PLACING AND PLANTING OF
ALL PLANTS.
E. rN THE EVENT THAT UNDERGROUND CONSTRUCTTON WORK OR
OBSTRUCTIONS ARE ENCOUNTERED IN THE PLANTING OPERATION,
AL TERNA TE LOCATIONS FOR PLANT MA TERI AL WILL BE SELECTED BY THE
LANDSCAPE ARCillTECT, AND PLANTING COMPLETED AT NO EXTRA COST TO
OWNER.
14.0 PLANTING OF TREES
A. POSITION PLANTS IN PLANT LOCATIONS TNDICA TED ON DRA WTNGS AND
SECURE APPROVAL BEFORE EXCAVATING PITS, MAKING NECESSARY
ADJUSTMENTS AS INDICATED.
B. ALL PITS FOR TREES SHALL BE DUG SQUARE WITH BOTTOMS LEVEL, THE
LENGTH OF SIDES AND DEPTH EQUAL TO ONE AND ONE-HALF TIMES THE
DIAMETER OF THE TREE BALL. COMPACTED SO ILS AT SIDES AND BOTTOMS
SHALL BE LOOSENF.D BY SCARIFYTNG OR OTHER APPROVED METHOD. PITS
SHALL BE BACKFILLED WITH "PREPARED SOIL" TO THEIR REQUIRED GRADE,
AND THE BALANCE OF fHE PIT FILLED WITH "PREPARED SOIL", THOROUGHLY
SETTLED BY WATER APPLICATION. (REFER TO PLANTING DETAILS AND
SPACrNG DETAILS)
C. SET PLANTS fN CENTER OF PIT, IN A VERTICAL POSITION SO THAT CROWN OF
BALL WILL BE LEVEL WITH FrN ISH GRADE AfTER ALLOWING FOR WATERTNG
AND SETTLING AND SHALL BEAR THE SAME RELATIONSHIP TO THE FINISH
GRADE THATITDID TO THE SOIL SURFACE rN THE CONTAINER.
D. PREPARE DEPRESSED WATER BASIN AS WIDE AS PLANT BALLS AT EACH
PLANT. WATER THOROLK,HLY, BACKFILLING ANY VOIDS IVTTH ADDITIONAL
PREPARED PLANTfNG MIX.
15.0 PLANTING VINES, SHRUBS AND GROUNDCOVERS
A. VJNES AND SHRUBS SHALL BE PLANTED PERDEIAILS. COMPACTED SOIL AT
BOTTOM OF PIT SHALL BE LOOSENED AND THE PTT FILLED WITH "PREPARED
SOIL" TO THE BOTTOM OF THE BALL. WHEN THE PLANT HAS BEEN PROPERLY
SET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE BEEN PROPERLY
SET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE WITH "PREPARED
SOIL'' AND THOROUGHLY SETTLED BY TAMPING. (REFER TO PLANTING
DETAILS)
B. PREPARE A DEPRESSED WATER BASTN AS W1DE AS PLANT PITS AT EACH
PLANT. WATER THOROUGHLY, BACKFLLLING ANY VOIDS V.7TH ADDITIONAL
PREPARED PLANTING MIX.
C. GROUND COVERS
C.I. PITS FOR FLAT SIZED PLANTS TO BE AT LEAST 4" X 4" X 4". GROUND
COVER AREAS SHALL BE MO ISTENED PRIOR TO PLANTING. NO FLA TIED
LINER, OR POTTED PLANTS SHALL BE PLANTED TN DRY SOIL.
21.0 WATERING BASINS
A. CONSTRUCT A FTRMLY COMPACTED MOUND OF SO IL AROUND EACH TREE
AND PLANT TO FORM A WATERING BASIN AT THE EDGE OF AND FOLLOWING
THE SHAPE OF THE PLANTJNG PIT AREA. MOUNDS FOR TREES AND FOR VINES
FROM 5-GALLON OR LARGER CONTAINERS, SHALL BE AT LEAST 4" HIGH.
MOUNDS FOR ALL OTHER TREES, VINES OR PLANTS NOT OTHER WISE
SPECTFIED SHALL BE AT 2" HIGH. EXCAVATED EARTH, IF CA PABLE OF
RETAINING WATER, MAY BE USED. ANY SETTLEMEN T WITHTN THE BASINS
RETATNING WATER SHALL BE REFILLHl TO TH E REQUIRED GRAD!' IV!TH
PREPARED SOIL, AND ADDITIONAL N ITROGEN STABILIZED SAWDUST
WORKED INTO UIE SURFACE AS REQUIRED TO RESTORE THE BARE BARKED
CONDITION.
B. REMOVE WATERJNG BASINS IN PLANTER AREAS AT HIE TIME OF BARK
rNSTALLATION.
23.0 TREE STAKING
A. STAKE ALL NON-GUYED TREES AT TIME OF PLANTING BY PLACING STAKE IN
THE PREPARED HOLE AND DRJVTNG 1T 12" INTO SOLID GROUND. PLANT THE
TREE AS CLOSE TO THE STAKE AS POSSIBLE WITHOUT CROWDING THE ROOTS.
FASTEN THE TREE TO THE UPPER END OF SfAKE US rNG "CI NC H TIES". (REFER
TO DETAIL)
B. TREES 36" BOX SIZE OR LARGER, SHALL BE IMMEDIATELY ROOT GUYED
AFTER PLANTING WITH DUCKBILL ROOT BALL ANCHOR OR EQUAL PER MFG.
INSTRUCTIONS.
24.0 ESPALIERING OF VINES
ALL TRELLISES AND STAKES ARE TO BE REMOVED FROM PLANTS, AND THE
PLANTS SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESS
OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO DE !'ALL.
25.0 BARK MULCH
WEED CONTROL BARK INSTALLATION SHALL CONSIST OF PLACTNG 3" OF MEDIUM
BARK WOOD BARK IN ALL SHRUB PLANTING AREAS. CONTRACTOR SHALL
SUPPLY A ONE GALLON BAG SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR
TO DELIVERY. MFG. HALL CERTlFY BARK MULCH TO BE BROWN AND GOLD.
COPIES SHALL BE PROVIDED TO CITY LANDSCAPE rNSPECTOR AND LANDSCAPE
ARCHITECT AVAIL. THRU: AGUINAGA GREEN .. PHONE:7 14-649-90
26.0 CER TlFICATES
IN ADDITION TO ANY OTHER CERTIFICATES SPECIFIED, CONTRACTOR SHALL
FURNISH A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAi., STATING
THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND THAT THE MATERIAL
CONFORMS TO THE SPECIFICATION REQUIREMENTS. FOR BULK DELIVERED
ORGANIC FERTI LIZER, THE CERTIFICATE SHALL ALSO STATE THE VOLUME, NET
30.0 GROUNDCOV ER AND SHRUB AREA MAINTENANCE
A. WATERTNG • NEW PLANTrNGS SHALL BE WATERED ONCE PER DAY FOR TWO
(2) WEEKS AFTER [NSTALLA TION. REDUCE WA TERJNG TO EVERY OTHER DAY
FOR THE NEXT TWO (2) WEEKS. WATER THEREAFTER Tf-lREE (3) TlMES PER
WEEK UNTIL FINAL ACCEPTANCE.
B. FERTILIZATION· FERTILIZE THREE (3) WEEKS AFTER Pl.ANTING WITH 5
POUNDS 12-1 2-12 (BEST OR EQUAL) PER 1,000 SQUARE FEFI; FERTILIZE
THEREAFTER EVERY THIRTY (30) DAYS.
C. DISEASE AND PEST CONTROL -FOR CONTROL OF SLUGS AND SNAILS, APPLY
PELLETTZED TRI CALCIUM ARSTNATE 5% BY WEIGHT AND MET ALDEHYDE 5%
RY WEIGHT AS PER MANUFACTURER'S RECOMMENDATIONS TWO (2) WEEKS
AfTER PLANT INSTALLA TIONS. FOR CONTROL OF CUTWORMS AND OTHER
SOIL INSECTS, APPLY METRO RRAND SOILDRIN AS PER MANUFACTURER'S
RECOMMENDATIONS TWO (2) WEEKS AFTER PLANT lNSTALLATIONS. THIS
PRODUCT CONTAINS D!ELDRIN, LINDANE AND PHOSPHOROTHIOATE.
EXTERMINA'I E GOPHERS AND MOLES AND REPAIR DAMAGE.
D. PRUNTNG • ALL SHRUBS AND TREES SHALL BE PINCH PRlJNED AS NECESSARY
TO ENCOURAGE NEW GROWTH AND TO ELIMINATE RANK SUCKER GROWTH.
DO NOT RALL SHRUBS. OLD FLOWERS, AND DEAD FOLIAGE AND LIMBS
SHALL BE REMOVED, NO MAJOR TREE PRUNrNG SHALi, RE DONE WITHOU'I
THE APPROVAL OF THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE
ARCI-TlTECT 48 HOURS IN ADVANCE OF ALL PRUNING PERJODS.
E. WEEDTNG • ALL PLANTING AREAS lNCLUDING LAUN AREAS SHALL BE KEPT
WEED-FREE AT ALL TIMES. WEEDS SHALL BE DUG OUT BY THE ROOTS AND
DISPOSED Of OFFS ITE. UPON COMPLETION OF THE CALLED FOR
MAINTENANCE PERIOD, THE CONTRACTOR SHALL FERTILIZE PER #28 • LAWN
MAINTENANCE AND #29 GROUNDCOVERS AND SHRUB AREA MAINTENANCE
OF THESE SPECIFICATIONS.
31.0 GUARANTEE AND REPLACEMENTS
A. ALL SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED BY CONTRACTOR
AS TO GROWTH AND HEALTH FORA PERIOD OF 90 DAYS AFTER COMPLETION
OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY
THE LANDSCAPE ARCHITECT. ALL TREES UP TO 24" BOX SIZE SHALL BE
GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE
UPRJGHT POSITION FOR A PERIOD OF ONE (1) YEA RAFTER COMPLETION OF
THE SPEClFLED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE
LANDSCAPE ARCH ITECT. TREES IN 24" BOXES OR LARGER, AND ALL FIELD
GROWN SPECIMENS SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND
GROW IN AN ACCEPTABLE UPRIGHT MANNER FOR A PERIOD OF ONE (I) YEAR
AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PF:RIOD, AND/OR
FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT.
B. ALL PLANTS THAT SHOW SIGNS OF FAILING GROWTH AT ANY TIM E DURING
THE LIFE OF THE CONTRACT, INCLUDING THE MAINTENANCE PERIOD, OR
THOSE PLANTS INJURED OR DAMAGED AS TO RENDER TIIEM UNSUITABLE
FOR THE PURPOSE INTENDED, SHALL BE IMMEDIATELY REPLACED IN KIND
AND SIZE AT THE EXPENSE OF THE CONTRACTOR.
C. CONTRACTOR SHALL, WITHIN 5 DAYS NOTICE BY THE LANDSCAPE
ARCH ITECT, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS
GUARANTEE. REPLACEMENT SI !ALL BE MADE WITH PLANT MATERIALS AS
INDICATED OR SPECIFIED FOR THE ORIGINAL PLANTING, AND ALL SUCH
REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE
ORJGINAL GUARANTEED MATERIALS.
WEIGHT, PERCENT OF NITROGEN AND PERCENT OF PHOSPHORJC ACID. FOR EACH 32.0 CLEAN-UP
II, TREES
ALL AREAS SHOULD BE FERTILIZED ACCORDING TO THE SCHEDULE SET FORTH IN
TIIE SPECffICA TIONS. PERIODIC INS PECTIONS SHOULD EVALUATE THE RESPONSE
TO THE RECOMMENDED FERTILIZATION PROGRAM AND ADJUSTMENTS MADE AS
NECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BF. IDENTIFIED AND
IMPLEMENTED AS NEEDED.
MA INTENANCE REQUIRED:
1. PERIODIC PRUNING TO REMOVE DEAD, DISEAS ED OR WEAKENED LIMBS TO
PROMOTE HEALTHY AND SYMMETRJC GROWTH OF THE TREE. REMOVAL OF ANY
LIMBS, BRANCHES, OR FRONDS WHICH MIGHT IMPACT A BUILDrNG OR
STRUCTURE UNDER WINDY CONDITIONS. REMOVAL(AND POSSIBLE
REPLACEMENT) OF DISEASED OR WEAKENE D TREES.
2. SELECTED THINNTNG OR LACING OF TREES.
3. STAKING OF YOUNGER TREES TO PROMOTE GROWTII rN THE APPROPRIATE
DIRECTION.
4. PERIODIC APPLICATION OF INSECTICIDES TO CONTROL rNFESTATIONS.
5. PERIODIC APPLICATION OF FERTTLIZERS TO PROMOTE HEALTHY GROWTH.
6. PERIODIC ROOT PRUNING TO AVOID POTENTTAL CRACK ING OF SIDEWALKS OR
DRIVEWAYS.
7. REGULAR INSPECTION OF TREE BREATHER TUBES FOR EXCESS ACCUMULATION
OF WATER IN THE ROOT LONE.
FREQUENCY:
l. PRUNING AND TREE THINNING SHOULD BE DONE ONCE A YEAR; TREE REMOVAL
AND REPLACEM EN T-ONCE A YEAR; AND CONFLICTING LJMB, OR BRANCH,
REMOVAL DONE ON AN AS-NEEDED BASIS. TREE REPLACEMENT SHOULD BE
CONSIDERED WHERE EXISTING TREE TRUNK CALIPER EXCEEDS 6 INCHES AND
ARE PLANTED IN AREAS OF LESS THAN 5 FEET WIDE.
2. TREE THINNING OR LACING, AS REQUIRED, SHOULD BE DON E ONCE PER YEAR.
3. TREES SHOULD BE INSPECTED AT LEAST 4 TIMES PER YEAR TO DETERMINE
WHETHER STAKING AND/OR GUYTNG SHOULD BE ADDED, REMOVED OR
ADJUSTED.
4. APPUCATION OF INSECTICIDES SHOULD BE DONE ONLY AS REQU IRED TO
AFFECTED TREES.
5. APPLICATION OF FERTILIZERS IN MARCH AND SEPTEMBER OF EACH YEAR TO
PROMOTE HEAL THY GROWTH.
6. TREE BREATHER TUBES SHOULD BE INSPECTED AS LEAST MONTHLY, AND
MORE OFTEN WHERE TREES OCCUR IN DRAINAGE SENSITIVE AREAS.
EFFECTS OF DEFERRED MAINTENANCE:
I. FAJLURE TO PROVIDE THE MAINTENANCE REQUIRED WILL EVENTUALLY TAKE
ITS TOLL LEADING TO DETERlORATION OF THE HEAi.TH AND GENERAL
APPEARANCE OF THE PROJECTS TREES. IMPR OPER STAKJNG OR ROOT PRUNING
COULD RESULT IN LONG TERM DAMAGE TO ADJACENT HARDSCAPEOR
STRUCTURES.
III. SHRUBS
Al.I. AREAS SHOULD BE FERTIUZEU ACCORDrNG TO THE MINIMUM SCHEDULE SE!'
FORTH IN THE SPECIFICATIONS. PERIODIC INSPECTIONS SHOULD EVALUATE THE
RESPONSE TO THE RECOMMENDED FERTILIZATION PROGRAM AND ADJUSTMENTS
MADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BE IDENTIFIED
AND IMPLEMENTED AS NEEDED.
B.2. IRRIGATION COVERAGE TEST PRIOR TO PLANTTNG, BUT AFTER FINISH
GRADING.
D. WEEDING· BEFORE AND DURING PRELIMINARY AND FINISH GRADING, ALL
WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF
Off SITE (EXCEPT THOSE WEEDS AND GRASSES NOT OF TH E PERENNIAL TYPE,
LESS THAN 2-1 /2" HIGH AND NOT BEARrNG SEEDS, WHICH MAY BE TURNED
UNDER). OATS MORE TIIAN 2-1/2" HIGH AND NOT BEARTNG SEEDS MAY BE
TURNED UNDER. PERENNIAi. WEEDS AND GRASSES TO BE REMOVED
C.2. SET PLANTS IN CENTER OF PITS SO THAT CROWN OF PLANT WILL BE
LEVEL WITH FINISHED GRADE AFTER SETTLING OF SOIL, THEN
BACKFILL AND WATER (REFER TO SPACING DETAIL) FERTLLIZERAND SOIL CONDITIONER, IN CONTAINERS, A SIMILAR CERTIFICATE OR UPON COMPLETION OF THE WORK IN THIS SECTION, CONTRACTOR SHALL MAINTENANCE REQUIRED,
B.3. PLANT DELIVERY APPROVAL INCLUDING LrNERS, FLATS, CONTAINER
PLANTS AND BOXED PLANTS.
8.4. PLANT PIT LOCATIONS, DEPTHS, AND BACKFILL MlX, INCLUDING LAWN
AREAS AND CONSTRUCTION ITEMS PRIOR TO PLANTTNG.
B.5. COVERAGE TEST AFTER PLANTING, BUT BEFORE THE MArNTENANCE
PER TOD TNCLUDING CONTROLLER SEQUENCING.
8.6. COVERAGE TEST AT END OF MATNTENANCE PERIOD INCLUDING
CONTROLLER SEQUENCTNG.
THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE, SHORTEN OR
LENGTHEN EACH CONTROLLER STATION OPERATION DURTNG HIS
OBSERVATION VISITS. MIX BACKFILL rN ONE CENTRAL LOCATION NOT AT
EACH PLANT SITE UNLESS OTHERWISE APPROVED. A SITE SHALL BE
PRE-SELECTED BY OWNER FOR STORAGE OF IRRIGATION EQUIPMENT IN
CONTAINERS. OBSERVATION REPORTS SHALL BE MADE FOR EACH VISIT BY
THE LANDSCAPE ARCHITECT AND ONE COPY EACH SHALL BE SUBMITTED TO
THE OWNER AND CONTRACTOR.
INCLUDE BUT ARE NOT LIM ITED TO, THE FOLLOW ING: NUT GRASS,
PUNCTURE VINE, DALLAS GRASS, MUSTARD PLANT, ST. AUGUSTINE GRASS,
ALFALFA, JOHNSON GRASS, WIRE WEED, MORNING GLORY, BERMUDA GRASS.
PRJOR TO PLANTING, A GRANULAR PRE-EMERGENT, NON-SELECTIVE
HERB ICIDE SHALL BE APPLIED ACCORDING TO tv!ANUFACTURER'S
RECOMM ENDATIONS.
CJ. FLATTED Pl.ANTS SHALL BE WELL ROOTED WITH RUNNERS AT LEAST 4"
BUT NOT MORE THAN 6" IN LENGTH.
16.0 TREES OCCURRJNG IN LAWN
A. TREES OCCURRJNG IN LAWN SHALL BE PLANTED BEFORE FINAL
PREPARATION OF THOSE AREAS
B. ALL TREES SHALL BE INSTALLED WITH BARK PROTECTION DEVICES AT
I 1.0 SOIL CONDITJONERS AND SOTL TESTTNG 17.0 CARE OF PLANTS BEFORE AND DURrNG PLANTING
A. UNLESS OTHERWISE INSTRUCTED BY AN AGRONOMY REPORT (SEE PLAN), TN A PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING
ALL PLANTING AREAS THE FOLLOWrNG APPLICATION SHALL BE MADE PER PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEAT
1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED IN MOSS OR BURLAP AT ALL TIMES DURTNG PLA NTTNG OPERATIONS. DO NOT
TWO DIRECTIONS INTO THE TOP 6" OF SOIL, AND THE AREA IV ATERED DOWN: EXPOSE ROOTS TO THE AIR EXCEPT WH ILF BEING PLACED IN THE GROlmD.
A.I. 5 CU YDS. NITROLIZED WOOD SHAVINGS WILTED PLANTS IN OR OUT OF CONTAINERS, \\1LL NO BE ACCEPTED AND
A.2. I 50 LBS. GROW POWER PLUS FERTILIZER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
A.3. 100 LBS. AG. GYPSUM B. EXISTING PLANTS, WHERE IND ICATED, SHALL BE PROTECTED IN PLACE.
A.4. 10 LBS. SOIL SULFUR DAMAGED, OR DESTROY ED PLANTS SHALL BE REPLACED IN DUPLICATE SIZE
A.5. 20 LBS. IRON SULFATE BY THE CONTRACTOR WITHIN 48 HOURS AFTER NOTIFICATION BY THE
C. WHERE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT FOR THE B. UN LESS OTHERWISE INSTRUCTED BY AN AGRONOMY REPORT, PREPARE SOIL OWNER'S REPRESENTATIVE.
ABOVE OBSERVATION/APPROVAL PURPOSES WHEN JOB CERTIFICATION IS
REQUTRED BY A LOCAL AGENCY, THE CONTRACTOR SHALL REMAIN SOLELY
RESPONSIBLE TO PROVE THE JOB CERTIFIABLE TO THE LANDSCAPE
ARCHITECT, INCLUDING THE LANDSCAPE ARCHITECT'S TIME AND EXPENSES
TO BE BTLLED AT A RATE or $75.00/HR . .IN THE EVENT CONTRACTOR IS NOT
READY FOR OBSERVATION AT THE AGREED UPON SC HEDULED TIME, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED BY THE
LANDSCAPE ARCHITECT AND/OR OTHER CONSULTANTS AT A RATE OF
S75.001HR. PORTAL TO PORTAL
D. PROVlDE THE FOLLOWING EXTRA EQUIPMENT TO BE SUBMITTED TO THE
LANDSCAPE ARCHITECT FOR FINAL APPROVAL PRIOR TO THE START OF
MArNTENANCE.
D. I. SIX POP-UP BODIES AND FOUR OF EACH TYPE OF NOZZLE REQUIRED.
D.2. !WO KEYS FOR CONTROLLER DOOR.
0.3. TWO KEYS FOR ENCLOSURb LOCK.
D.4. FOUR QUICK COUPLER KEYS AND HOSE SWIVELS.
0.5. CERTIFICATIONS: PRIOR TO START OF MAINTENANCE WRITTEN
CERTIFICATIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECl
FOR THE FOLLOWING:
D.5.1. QUANTITY AND QUALITY OF COMMERCIAL FERTIUZER AND
ORGANIC FERTILIZE R.
D.5.2. QUANTITY AND QUALITY OF ALL SOIL AMENDMENTS CALLED
FOR BY PLANS AND SPECIFICATIONS.
6.0 MATERIALS
PLANT MATERIALS INDI CATED ON THE DRAWINGS AND HERHN SPECIFIED SHALL
CONFORM TO THE FOLLOW ING:
A. NOMENCLATURE· PLANT NAMES INDICATED ON THE ORA \l~NGS CONFORM
TO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINT
COMMITTEE ON HORTICULTURE. EXCEPT FOR NAMES COVERED THEREIN,
THE ESTABLISHED CUSTOM OF THE NURSERY IS FOLLOWED.
MIX FOR BACKFILL TN PITS FOR TREES, SHRUBS AND VTNES, OTHER THAN
AZALEAS, FERNS AND PALMS, AS FOLLOWS: (AMOUNT/CUBIC YARD)
ll.l. 2/3 YD. SCREENED SITE SOIL
B.2. 1/3 YD. NITROLIZED WOOD SHAVI NGS
B.3. I 5 LBS. GROW POWER CONTROLLED RELEASE fERTfLIZER
B.4. IO LBS. AG GYPSUM
B.5. I LB. SOIL SULFUR
B.6. 2 LBS. IRON SULFA fie
B.7. PLANTING PITS SHALL BE PER DETAILS.
C. PREPARE SOIL MIX FOR BACK FILL IN PITS FOR AZALEAS, CAMELLIAS, FERNS
AND OTHER PLANTS (AS SPECIFIED) AS FOLLOWS:
C.I. 1/3 WASHED PLASTER SAND
C.2. 1/3 CANADIAN PEAT MOSS
C.3. 1/3 LOA MITE OR FOREST HUMUS
ll. BACKFILL MIX FOR PALMS SHALL BE WASHED PLASTER SAND. (REFER TO
DETAIL)
E. THE PREPARED SOIL SHALL BE UNIFORMLY BLENDED IN AN AREA ADJACENT
TO THE PLANTrNG WORK AND SHALL BE ACCURATELY l'ROPORTIONED USING
A SUITABLE MEASURING CONTAINER. UNUSED EXCAVATED SOIL SHALL BE
REMOV ED FROM SITE. PROTECT THE MIX FROM WATER UNTIL IT HAS BEEN
PLACED rN BACKFILL AROUND PLANTS.
F. SOILS TESTING-THE CONTRACTOR SHALL HA VE AGRONOMIC SOILS TESTS
PERFORMED BY AN APPROVED SOILS TESTING LABORATORY AT THE
FOLLOWING TIMES:
F. I. UPON COMPLETION or ROUGH GRADING, DURTNG INSTALLATION OF
IRRJGA TION SYSTEM AND PRJOR TO ANY PLANTING.
F.2. AFTER APPLICATION OF RECOMMENDED SOIL CONDITIONERS (PER
FIRST SOILS TEST) AND PLANTING BUT PRJOR TO llEGrNNING OF
MATNTENANCE PERIOD.
CONTRACTOR SHALL INCLUDE PRICE OF SOILS TESTS IN BID.
B. CONDITION · PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND 12.0 FINISH GRADING
SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT WHEN PRELIMINARY GRADING, (INCLUDING WEEDING AND FERTILIZING) HAS
PESTS, OR THEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, BEEN COMPLETED AND THE SOIL HAS DRIED SUFF IClENTLY TO BE READILY
WELL FILLING THEIR CONTAINERS, BUT NOT TO Tl-IE POINT OF BEING ROOT WORKED, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO THE
BOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELfVERY, EXCEPT AS ELEVATIONS INDICATED ON THE ORA WINGS. GRADES NO r OTHERWISE
AUTHORIZED BY LANDSCAPE ARCH ITECT. IN NO CASE SHALL TREES BE INDICATED SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE
TOPPED BEFORE DELIVERY. ELEVATIONS ARE GIVEN. MINOR ADJUSTMENTS OF FINISH GRADES SHALL BE
C. DIMENSIONS. THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MADE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, AT NO ADDITIONAL
MEASURED WITH BRANCHES lN THEIR NORMAL POSITION, AND SHALL BE AS COST TO OWNER.
rNDICATED ON THE ORA WINGS. HIE CALIPER OF ALL TREES SHALL BE
MEASURED 6" ABOVE THE SURF ACE OF THE GROUND. WHERE CALIPER OR
OTHER DIMENSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM THE
"PLANT LEGEND: IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALS
SHALL BE NORMAL 'AMERICAN NURSERYMEN' STOCK FOR TYPE LISTED.
D. INSPECTION· ALL PLANT MATERIALS MUST HA VE BEEN PREVIOUSLY
INSPECTED AT THE NURSERY BY A STATE OR COUNTY HORTICULTURAL
DEPARTMENT, AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL
OF THE LANDSCAPE ARCHITECT BEFORE PLANTING.
E. PLANT UST· IS INDICATED ON DRAWINGS AND LEGEND.
F. SIZES OF PLANTS· SHA LL BE AS STATED ON THE LEGEND. PLANT SIZES SHA LL
MEET THE "AMERICAN STANDARD FOR NURSERY STOCK" A.N.S.I. Z 60.1 • 1996
G. SUBSTITUTIONS· SUBSTITUTIONS FOR THE INDICATED PLANT
H. MATERIALS WTLL BE PERMITTED PROVIDED THE SUBSTITUTE MATERIALS
ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT, AND THE
SUBSTTTIJTIONS ARE MADE AT NO ADDITIONAL COST TO OWNER. EXCEPT
FINISH GRADE SHALL BE A SMOOTH, EVEN AND UNIFORM PLANE WITHOUT
ABRUPT CHANGE OF SURfACE. SOIL AREAS ADJACENT TO BUILDINGS SHALL BE
GRADED (2% MIN.) TO ALLOW A NATURAL RUN-OFF OF WATER, AND SURFACE
DRATNAGE SHALL BE DIRECTED AS INDICATED ON THE DRAWINGS BY
RE-GRADrNG SURFACES TO FACTLITATE THE NATURAL "R[JN .. OFF" OF WATER.
GRADTNG SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR
WORKTNG.
11.0 METHOD OF PLANTING AND WORK PROCEDURE
A. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION
WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN
COMPLETED, FINA L GRADES HAVE BEEN ESTA BLISHED, THE PLANTrNG
AREAS HA VE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND
'!'HE WORK APPROVED BY TIIE LANDSCAPE ARCHITECT.
B. THE RELATIVE POSITION OF ALL TREES AND PLANTS JS SUBJECT TO
18.0 SODDED LAWN
A. CULTIVATE ALL LAWN AREAS TO A DEPTH OF 12". ROCKS AND DEBRIS
LARGER THAN I" IN DIAMETER WHICH ARE BROUGHT TO THE SURF ACE BY
CULTfVATION SHALL BE REMOVED FROM THE SITE. IF CULTIVATION DOES
NOT BREAK LUMPS, A SPIKE TOOTH HARROW SHALL BE PULLED BEHIND A
MECHANICAL SEEDER OR TRACTOR.
B. AREAS TO BE PLANTED IN SOD SHALL BE FINISHED SMOOTH TO PRESENT A
NEAT AND UNIFORM GRADE PRJOR TO TNSTALLATION. THE LAWN BED SJIALL
BE INSPECTED AND APPROVED BY THE LANDSCA PE ARCHITECT BEFORE
SODDrNG.
C. ALL SODDED AREAS SHALL BE THOROUGHLY WATERED, FERTILIZED, AND
KEPT MOIST BY IRRIGATrNG AS OFTEN AS REQUIRED.
D. ANY LAWN AREAS THAT DO NOT SHOW A PROMPT CATC H OF GRASS SHALL
BE RE-SODDED AT TEN DAY INTERVALS TJNTTL AN ACCEPTABLE STAND OF
GRASS IS ASSURED.
19.0 HYDRO-SEEDTNG
A. SLOPE AREAS: REfER TO PLANTING PLAN AND SLOPE MIX DESIGNS FOR
TYPES AND AMOUNT OF SEEDS TO BE USED. ALTERNATE SEED MIXES MAY
BE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. THE
DESIGNED SLURRY MIXES SHALL BE APPLIED BY AN APPROVED
HYDROMULCl-1 COMPANY. DESIGNED SLURRY MIXES WILL BE EITIIER FOR
IRRIGATED OR NON-IRR IGATED SLOPE CONDITION. (REFER TO PLANS AND
SEED MIX DESIGNS) EACH CONTAINER OF SLURRY MIX SHALL BE APPLIED
WITHIN A 2 HOUR TIME LIMIT, OR BE REJECTED AND REMOVED AT
CONTRACTOR'S EXPENSE.
B. TURF AREAS; THE DESIGNE D SEED AND SLURRY MTX SHALL BE APPLIED TN
DESIGNATED AREAS BY AN APPROVED HYDROMUT"CH COMPANY WJTHTN A 2
HOUR TIME LIMIT PER CONTAINER MIX. (REFER TO PLANTING PLAN AND
LEGEND) WHERE APPLICABLE, A SUBSTITUTE SEED MIX MAY BE USED ONLY
UPON APPROVAL OF THE LANDSCAPE ARCHITECT.
C. DAILY WORK SHEETS: DAILY WORK SHEETS SHALL BE SIGNED BY THE
NOZZLEMEN AND SENT TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE
ARCHITECT FOR PAYMENT APPROVAL. THE FOLLOWING INFORMATION
SHALL BE RECORDED:
(I) SEED· TYPES, AMOUNTS
(2) FERTILIZER· ANALYSIS, AMOUNT
(3) BARK· TYPE, AMO\mT
(4) SEEDING ADDITIVE· TYPE, AMOUNT
(5) NUMBER OF LOADS. AMOUNT OF WATER
(6) AREA COVERED· IN ACRES
(7) EQUIPMENT USED· CAPACITY AND LICENSE NUMBER
D PROTECTION/CLEAN-UP: PREVENT AND/OR CLEAN-UP OVERSPRAY ONTO
CONCRETE RESERVOIRS, DRAINAGE DITCHES, CHANNELS, STRUCTURES,
ROADS AND WALKWAYS. OVERSPRA Y AND SPILLAGE ONTO RESTRICTED
AREAS SHALL BE REMOVED THE SAME DAY AT CONTRACTOR'S EXPENSE TO
THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
20.0 WATERING
A. IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED BY HOSE IN A
MODERATE STREAM IN THE PLANTrNG HOLES UNTIL THE MATERIAL A BOUT
THE ROOTS IS COMPLETELY SATURATED FROM THE BOTTOM OF THE HOLE TO
THE TOP OF THE GROUND.
B. PLANTS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTING
INVOICE SHALL BE FURNISHED STATING TOTAL QUANTITIES BY WEIGHT AND REMOVE ALL RUBBISH, TRASH AND DEBRJS RES UL TING FROM HlS OPERATIONS. I. SELECTIVE PERIODIC PRUNING or SHRUBS.
VOLUME FOR EACH MA TERI AL. HIESE CERTIFICATES SHALL BE SUBMITTED TO CONTRACTOR SHALL REMOVE ALL EQUJPMENT AND IMPLEMENTS OF HIS SERVICE 2. APPLICATION OF INSECTICIDES TO CONTROL INFESTATIONS (SUCH AS APHIDS).
THE LANDSCAPE ARCHITECT PRIOR TO THE START OF THE MAINTENANCE PERIOD. AND LEA VE ENTlRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION lN 3. APPLICATION OF SNA IL BAIT TO PREVENT SNAILS FROM DEVOURING SHRUBS
ORD CR TO GArN THE FrNAL APPROVAL BY THE LANDSCAPE ARCHITECT. AND PLANTS.
27.0 PROTECTION
CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS
INCLUDED IN TIIE CONTRACT, INCLUDING PLANT MATERIALS, FENCES, SUPPORTS,
ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE LANDSCAPE ARCHITECT
ANO OWNER'S REPRESENTATIV E.
28.0 MAINTENANCE
A. CONTRACTOR SHALL MAINTArN A SUFFIC1ENTNUMBER OF MEN AND
ADEQUATE EQUIPMENT TO PERFORM THE WORK HEREIN SPECIF[ED. PLANT
MAINTENANCE WORK SHALL CONSIST OF APPLYrNG HERBICIDES BY A
CERTIFIED SPRAYER CARING FOR PLANTS, INC LUDING GROUNDCOVERS,
SHRUBS AND TREES, EDGING, AERATING AND MOWJNG OF LAWNS,
FERTILIZING AND CONTROL OF WEEDS, PESTS AND DISEASES.
B. DAMAGE TO ANY PLANTED AREA SHALL BE REPAIRED IMMEDIATELY.
DEPRESSIONS CAUSED BY VEHICLES OR FOOT TRAFFIC SHALL BE FILLED
WITH TOPSOIL, LEVELED AND REPLANTED. EXTERMINATE ALL RODENTS,
AND REPAIR RODEN T DAMAGE IMMEDIATELY.
C. THE ENTIRE PROJECT SHALL BE MAINTAINED FOR A PERIOD OF 90 DAYS
COMMENClNG FROM THE TIME ALL ITEMS OJ• WORK HA VE BEEN COMPLETED
TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND CONTRACTOR
HAS RECEIVED WRITTEN NOTIFICATION FOR "START OF MATNTENANCE".
D. THE PROJECT SHALL BE CARED FOR lN A NEAT AND CLEAN CONDITION AT
ALL TIMES TO THE SATISFACTION OF Tl-IE OWNER AND LANDSCAPE
ARCHITECT.
29.0 LAWN MA INTENANCE
A. WATERING-WATER EVERY DAY ONCE PER DAY FOR TWO WEEKS AND
THEREAFTER GRADUALLY REDUCE FREQUENCY OF IV ATERJNG TO THREE
TIMES PER WEEK. CONTRACTOR SHALL CONTINUE TO MAINTAIN THE LAWN
UNTIL FTNAT. ACCEPTANCE BY THR LANDSCAPE ARCHITECT AND OWNER.
B. FERTIUZING • APPLY 12-12-12 (BEST OR EQUAL) AT THE RATE OF 5 POUNDS
PER 1,000 SQUARE FEET THREE WEEKS AFTER INSTALLATION AND WATER
IMMEDIATELY THEREAFTER.
C. DISEASES AND PEST CONTROL· TWO WEEKS AFTER APPROVAL OF LAWN
IN STALLATION, APPLY A GRANULAR MERCURJAL FUNGICIDE OF l.8%
MERCUROUS CHLORJDE AS PER MANUFACTURER'S RECOMMENDATION.
D. MOWING -(TALL FESCUE LAWNS)-TIIE LAWN SHALL BE MOWED AT A
MOVER, EQUIPPED WITH ROLLER, BEFORE IT
CT GRASS CUPPING DURING MOWING
33.0 TURF AND/OR GROUNDCOVERS
WEE DS WILL BE A CONTINUOUS PROBLEM, MORE SO DURING THE EARLY STAGES
BEFORE PLANTrNGS BECOME FULLY ESTABLISHED, AND TO A LESSER DEGREE
TH EREAFTER. ALL AREAS SHOULD BE MA INTAfNED WEE D-FRr:E.
PART B MAINTENANCE REQUIRED:
I. REGULAR MOWING AND EDGE TRfMMING OF GRASS AREAS (TURF).
2. PERIODIC APPLICATION OF rNSFCTICIDES FOR CONTROL OF APHIDS, SNA ILS,
ETC., AND GIEMICAL CONTROL OF PLANT DISEASES AS DIRECTED BY A LICENSED
PESTICIDE PROFESSIONAL.
3. REGULAR REMOVAL OF WEEDS BY HAND, AN/OR PERJODIC APPLICATION OF
HERBICIDES FOR CONTROL OF WEEDS SUCH AS BERMUDA GRASS , CRABGRASS,
NUTGRASS AND DANDELIONS AS DI RECTED BY A LICENSED HERBICIDE
PROFESSIONAL.
4. PERIODIC APPLICATION OF ORGANIC FERTILIZERS TO REPLENISH SOIL
NUTRJENTS REQUlRED FOR l·IEALTHY TURF AND PLANT GROWTII.
5. YEARLY AERATION OF TURF AREAS TO RELIEVE SOIL CO!v!PACTION AND
THATCH BUILDUP, ALLOWING AIR AND WATER TO REACH THE ROOT SYSTEM OF
GRASS.
6. CUTTING BACK OF EXCESS GROUNDCOVER TO PREVENT "CHOKING" OF OTHER
TREES AND SHRUBS, AND TO KEEP IT FROM GROWING OVER WAI .KWAYS AND
DRAINS.
7. REMOVAL OF TURF BY HAND, FROM WITHIN 12 INCHES OF TREE TRUNKS TO
EUMTNATE DAMAG E POTENTIAL FROM MOWERS AND STRING TR IMM ERS.
8. REGULAR GATHERING AND DISPOSAi. OF LEAVES AND TRASH.
FREQUENCY:
I. MOWING OF GRASS WILL NEED TO BE DONE ON A WEEKLY BASIS. EDGE
TRIMMING WILL NEED TO BE DONE 2 TIMES PER MONTH.
2. APPLICATTON Of INSECTICIDES AND CHEMICAL CONTROLS, ONLY AS
REQU IRED.
3. WEED REMOVAL AND/OR APPLICATION OF HERBICIDES, AS REQUIRED.
4. APPLICATION OF LAWN FERTILIZER AT LEAST 4 TIMES PER YEAR; MARCH, MAY,
JULY, AND SEPTEMBER. APPLICATION OF GROUND COVER FERTILIZER TWO TIMES
PER YEAR.
5 AERATION AND VERTICAL MOWING OF LAWNS SHOULD BE DONE AT LEAST
ONCE PER YEAR.
6. CUTTING BACK OF EXCESS GRO[JNDCOVER 4 TIMES PER YEAR.
HEIGHTOF 2" WITH A ROTARY
REACHES 3" rN HEIGHT. COLLE
OPERATIONS AND REMOVE FRO
OF THE GRASS SHALL BE TRIM
LAWN EDGES SHALL BE MAINT
M THE SITE. AFTER EACH CUTTING, THE EDGE 7. GRASS SHOULD BE CONSTANTLY CLEARED FROM AROUND THE BASE OF TREES,
MEil l'O A NEAT AND UNIFORM LrNe. IHE BY HAND REMOVAL.
AINED NEATLY AT ALL TIMES. 8. LEAVES AND TRASH SHOULD RF REMOVED FRO M ALL AR EAS ON A WEEKLY
BASIS.
4. PERJODIC APPLICATION OF FERTILIZERS TO PROVIDE Tl-IE NUTRIENTS
NECESSARY FOR HEAL THY GROWTH.
5. APPLICATION OF CHEMICAL CONTROL FOR FUNGUS, llACTERIAL, AND VIRAL
TNfESTA TIONS.
6. MONITORING OF VINES AND "ESPALIERED" PLANTS TO INSURE THEY ARE
NEATLY PRUNED AND SECURELY ATTACHED TO WALLS OR FENCES.
7. MAINTAIN MEDIUM GRrND SHREDDED MULCH AT A UNIFORM 3" THICKNESS TN
OR DLR TO SUPPRESS WEED GROWTH, MINIMIZE THE USE OF HERBICIDES AND
CONSERVE WATER. ENSURE PLANTS ARE NOT COVERED AT BASE OF STEM.
FREQUENCY:
I. PRUNING SHOULD BE DONE AS NEEDED TO PREVENT SHRUBS AND PLANTS
FROM BECOMING "RANGEY" AND TO CONTAIN THETR SIZE. PRUNING SHOULD BE
DONE WITH CARE NOT TO "POODLE" SHRUBS. ALL TRIMMINGS SHOULD BE
PROMPTLY REMOVED FROM THE SITE.
2. APPLICATION OF INSECTICIDES, ONLY AS REQUIRED
3. AS SNAILS CAN BE A PROBLEM IN THIS AREA, SNAIL BAIT SHOULD BE APPLIED
AS REQUIRED TO CONTROL THE PROBLEM.
4. FERTILIZATION OF SHRUHS WILL OCCUR IN CONJUNCTION WITH THE
FERTILIZATION OF GROUND COVER AREAS, AS DISCUSSED EARLIER. SHRUBS
SIIOULD BE REGULARLY MONJTORED FOR SIGNS OF MICRO-NUTRIENT
DEFICIENCY, AND TREATED ACCORDINGLY AS NEEDED.
5. APPLICATION OF FUNGlCIDES, BACTERICIDES, ETC., AS SYMPTOMS APPEAR.
6. VINES AND ESPALIERS SHOULD BE MON ITORED ON AN "ON-GOING" BASIS.
EFFECTS OF DEFERRED MAINTENANCE:
I. NEGLECT WOULD RESULT fN DETERIORATION OF THE SHRUBS, EV ENTUALLY
REQUIRJNG REMOVAL, REPLACEMENT, OR "DRASTIC" PRlJNJNG OF SHRUBS, AND
LOSS OF AESTHETIC APPEARANCE.
APPROVED F"OR
/RR/GA TION AND PLAtv TING
ONLY, INCLUDING PRECISE
LOCATION OF" PLANTING s J R AREA ,
AS-BUILT
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7839 Sitio Coco
DATE RCE EXP. Carlsbad, CA 92008
TE L 9H 276 65011
"u·w.,·j c,i 11 c.c<1111 REVIEWED BY:
INSPECTOR DATE
UBJI CITY OF CARLS BA D
P LANN ING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
CARLSBAD RANCH PLANNING AREA 5 -HOTEL 6
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\,~\\DSCiiPq~ ~~ ~'.f. §~ ,~ I AP P ROVED: ~&u«:tr-1(z4{?.le I -~ Sl_(i,!-JATURE ~ ~ EXP, 9/3<1:~ * PLANN ING ".?' 02-1 0-,::; OWN BY: k(' PROJECT NO. DRAWING NO. ,/7;;-.._ om -/,,~
E or c,11,\'<" DATE INITIAL DATE INITIAL DATE IN ITIAL CHKD BY: ., ' LPC2024-0020
DESIGNER OF WORK REVISION DESCRIPTION RVWD BY: Ml DEV 03006 428-9SS OTHER APPROVAL CITY APPROVAL Expiration Date: 09 30 26
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