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DWG 402-2L; CUP 258B; LA COSTA RESORT & SPA - CREEK PARKING LOT; 01-12
CONSTRUCTION NOTES 1. VERIN SITE INFORMATION, INCLUDING LIMIT OF WORK AND/OR PROPERTY LINES, CURB AND GUTTERS, UTILITIES AND OTHER INFORMATION AFFECTING THE SCOPE AND EXECUTION OF THE WORK. IF ACTUAL SITE CONDmONS Vl>f('( FRON WHAT IS SHOWN ON THE LANDSCAPE ARCHITECTURAL DRAWINGS, CONTACT THE OWNER AND LANDSCAPE ARCHrrECT FOR DIRECTION ON HOW TO PROCEED. 2. PERMITS: CONTRACTOR TO OBTAIN AND PAY FOR ,ILL REQUIRED PERMITS. 3. NOTIN UNDERGROUND SER\/lCE ALERT, TEI.EPHONE (800) 422-4133, A MINIMUII OF FIVE (5) WORKING DAYS PRIOR TO START OF CONSTRUCTION. 4. PERFORII ALL WORK IN COMPLIANCE WITH CITY OF CARLSBAD REQUIREMENTS AND ,ILL OTHER STATE, COUNTY AND LOCAL APPLICABLE CODES ANO ORDINANCES. 5. LAYOUT AND FIELD VERIN ALL DIMENSIONS PRIOR TO CONSTRUCTION. COORDINATE WITH GRADING, LIGHTING, PI.ANTlNG AND IRRIGATION IMPROVEMENTS. OWNER'S REPRESENTATIVE AND SOILS ENGINEER WILL EVALUATE LAYOUT AND FORMWORK FOR DESIGN INTENT. DO NOT PL.ACE CONCRETE PRIOR TO APPROVAL 6. WRITTEN DIMENSIONS TAl<E PRECEDENCE OVER SCALED DIMENSIONS. WHOLE NUMBERED DIMENSIONS INDICATE WHOLE FEET, NO INCHES, 7. ,ILL DIMENSIONS ARE TO OUTSIDE FACE OF STRUCTURE UNUESS OTHERWISE NOTED ON THE DRAWINGS. 8. INST,11.L ALL INTERSECTING ELEMENTS AT NINETY (90) DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. 9. JOIN NEW AND EX1STING SURFACES Ft.lJSH UNLESS OTHERWISE NOTED. 10. CURVE TO CUR\IE AND CUR\'E TO TANGENT LINES SHALL BE TRUE AND UNIFORM. .11. SUBMIT TO OWNER'S REPRESENTATIVE ONE 4' X 4' SQUARE SAMPLE OF EACH CONCRETE TREATMENT TO BE USED. ,tl>PROVEO SAMPLES WILL SERVE l>S THE STANDARD FOR CONSTRUCTION. GRADING NOTES 1. CONTR.ICTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION />S DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR ilRADE DIFFERENCES EXIST TIHAT MAY NOT HA'A:: BEEN KNOWN DURING DESIGN. SUCH CONDmONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SH,11.L l>SSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVIS10NS DUE TO FAIWRE TO GfVE SUCH NOTIFICATION. 2. ,ILL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOCITH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDOE. PRECISE nEVATIONS INDICATED ON PLANS TO BE \mlRED IN FIELD. 3. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2lli ANO SHALL IIEET ALL LOCAL. COUNTY AND STATE REQUIREMENTS. 4. ,ILL DRAIN LINES TO FLOW AT 2,C MINIMUM WITH SMOOTH CONTINUOUS FALL 5, ALL PLANTED AREAS TO SLOPE TO DRAINS AT :Ill MINIMUM ORADIENT UNLESS OTHERWISE NOTED, e. ,ILL FINISH GRADES IN PLANTED AREAS SH,11.L BE 1-1 /2" BELOW ADJACENT PAVING SURFACE FOR SHRUB AND GROUNDCOVER AREAS AND 1" BELOW ADJACENT PAVING SURFACE FOR SODDED TURF AREl>S. 7. CONTRACTOR SHALL PROVIDE FOR POSITI'IE SURFACE DRAINAGE TO STREET OR DRAINAGE DEVICES. 8. REFER TO CML ENGINEER'S GRADING AND UTILITY PLANS FOR ALL ROLIGH AND PRECISE GRADING AND DRAINAGE INFORMATION FOR LANDSCAPE ARE/>S. 9. REFER TO CML ENGINEER'S PL.ANS FOR ALL CURB AND GUTTER DETAILS. 10. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA PREPARED FOR KSL DEVELOPMENT CORP. 55-920 PGA BOULEVARD LA QUINTA, CA. 92253 (760) 564-7146 IRRIGATION NOTES 1. ALL PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. PIPE SLEEVING SIZE SHALL BE A MINIIIUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SH,11.L BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. ALL LATER.tL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLEO PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION, 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 5. 120 VN:, ELECTR1CAL POWER SOURCE AT CONTROLLER LOCATION SHALL 1!1E PR0"1DED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MA1<E THE ANAL CONNECTION FRON THE ELECTRICAL SOURCE TO THE CONTROLLER. 6. ALL SPRINKL£R HEADS SHALL BE SET PERPENDICULAR TO FINISH OftADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTR.-cTOR StlN.L Ft.USH ANO ADJUST ALL EXISTING AND NEW SPRINKLER HUOS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO W-'LI<S, STREETS, WALLS, ETC. 8. THIS DESIGN IS DWJRAMMATIC. ALL PIPING, VAL'A::S, ETC. SHOWN WITHIN PAVED AREl>S ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRICTOII SHALL LOCATE ALL VALVES IN SHRUB ARE/>S. 9. rr IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR 10 FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES ANO UTILmES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER IWADWAYS AND PA"1NG, ETC. 10. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN rr IS Oll'JIOUS IN THE RELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE mENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE E'A::NT THIS NOTIRCATION IS NOT PERFORMED, THE IRRIGATION CONTRN:.TOR SHALL l>SSUME FULL RESPONSIBILITY FOR ANY REvlSIONS NECE5Sl>f('(. 11. ,ILL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED l>S PER M.'NUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. ~ (ANTI-DRAIN VAl.."1::5) UNITS l>S SHOWN IN THE DETJllLS ME FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIN WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND LOVtST HEAD ON A SYSTEM, THE KNS SHALL BE INSTALLED PER THE DETAIL. 13. REFER TO SPECIFICATIONS FOR STANDARDS OF MATIERIALS AND WORKMANSHIP. 14. ALL LATERAL LINES UNDER PAVING SHALL BE P'.I'.: SCH 40 AND INSTALLED IN A SLEEVE PER SPECIFICATIONS. ABBREVIATIONS (I) DIAMETER ~3.60) EXISTING SPOT nEVATION MJ FF FINISH FLOOR ELEVATIION .eo PROPOSED SPOT ELEVATION TYP GF GARAGE Ft.DOR ELEVATION HT HEIGHT PA PE PAD ELEVATION BCR BEGINNING OF CURB RADIUS F/C TW TOP OF WALL ECR END OF CURB RADIUS CB TF TOP OF FOOTING ELEVATION TC TOP OF CURB TG BW BOTTOM OF WALL BC BOTTOM OF CURB INV TS TOP OF STEP EJ EXPANSION JOINT BB 6S BOTTOII OF STEP SJ SCORE JOINT CB CATCH BASIN SC SAW CUT B f'G FINISH GRADE R RADIUS !l!! FS FINISH SURFACE RDWD REDWOOD HP HIGH POINT HOR HEADER LP LOW POINT LA LANDSCAPE ARCHITECT FL FLOW LINE MIN MINIMUM oc ON CENTER MAX MAXIMUM MASTIC JOINT TYP1CAL PLANTNG AREA FACE OF CURB CATCH BASIN TOP OF ORATE ELEVATION INVERT ELEVATION BOND BEAM ELEVATION RIDGE GRADE BREAK DIRECTION OF FLOW DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, THAT I HA'A:: EXtRCISED RESPONSIBLE CHMGE O'A::R THE DESIGN OF THIS PROJECT AS Dl!l'lNED IN SECTIION 6703 OF THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PR0J£CT DRAWINGS AND AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF THE ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT REUE'A:: ME, l>S LANDSCAPE ARCHITECT OF WORK, OF Ill RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE 1!ED1 PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ,tl>PRO\IED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PL.AN, AND ALL CONDmoNS OF APPROVAL RELATED TO LANDSCAl'ING. J SIGNATURE OF LANDSCAPE ARCH 1'0S: LICENSE NO. ll·lt•OZ.. DATE I ! PLANTING NOTES 1. FINAL GRADING SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FIELD AFTER SOIL PREPARATION OPERATIONS AND PR10R TD PLANTING OF ANY LAWN, SHRUBS OR GROUND COVERS. 2. CONTRACTOR SHALL ACCOMPANY THE PROJECT AGRONOMIST TO THE SITE FOR THE PURPOSE OF TAKING SOIL SAMPLES ANO REvlEWING EXISTING SITE CONDmONS. THE APPROPRIATE QUANTITY OF SAMPLES SHALL BE VERIFIED WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND AGRONOMIST (CONT,cf WAI..LACE LABORATORIES, MR. GARN WM.LACE, PHO., EL SEGUNDO, CA. (310) 615-0116). SAMPUES SHALL THEN BE TESTED AND ANALY2ED FOR AGRICULTURAL SUITABILITY AND FERTILITY BY WALLACE LABORATORIES. ANALYSIS SHALL INCWDE REVIEW AND COORDINATION WITH SPECIFICATIONS AND RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX. SUBMIT SOILS ANALYSES AND RECOMMENDATIONS TO OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL PRIOR TO SOIL PREPARATION. THIS REQUIREMENT APPLIES TO ALL SOILS AND CONDmONS WITHIN THIS PROJECT. REFER TO CONTRACTOR TO INCLUDE COST Of' ANAL YS1S IN BID, 3. EXCESS SOIL FROM LANDSCAPE ORADING OR SOIL PREPARATION OPERATIONS TO BE REMOVED AND DISPOSED OFF-SITE BY CONTIW:TOR. 4. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATI\/E IN THE FIELD PRIOR TO INSTALLATION. THE OWNER'S AUTHORIZED REPRESENTATI\/E RESERVES THE RIGHT TO ADJUST Pl.ANTS TO EXACT LOCATION IN FIELD. S. ALIGN AND EQUALLY SPICE IN ALL DIRECTIONS ALL TREES, SHRUBS AND VINES /oS NOTED IN THE DRAWINGS. 8. CONTRACTOR SHALL !E RESPONSIBLE FOR VERll"'l1NG ,ILL PLANT COUNTS AND SQUARE FOOTAGES. QUANTITIES, IF PROVIDED, ARE FOR OWNER INFORMATION ONLY. 7. PRO\IIOE MATCHING FORIIS AND Sl2ES F0A ,ILL PLANT MATERIALS WITHIN OCH SPECIES, PLANT TYPE ANO SIZE DESIGNATED ON THE DRAWINGS. 8, PRUNE NEWLY PLANTED TREES ONLY l>S DIRECTED 8Y THE OWNER'S AUTHORIZED REPRESENTATIVE. 9, FINISH GRADES OF ALL SHRUB AREl>S SHALL BE 1-1 /2" BELOW ADJACENT CURB, PAVEMENT OR HEADER. · 10. FINISH GRADE OF SOD AREl>S SHALL BE 1" BELOW itCJACENT CURB OR HEADER. 11. DO NOT SET PLANTS LOWER THAN ROOT Ft.ARE. PLANTS SET BELOW ROOT FLARE WILL BE REJECTED AND REPLANTED AT NO ADDITIONAL COST TO OWNER. 8 ATRIUM DRAIN DECK DRAIN m TURF DRAIN ,--o,--" PROPOSED CONTOUR ,--3,--" EXISTING CONTOUR DRAINAGE PIPE °" ALIGN 1.DX GRADIENT IN PERCENTAGE 4:1 RATIO: 4' HORIZONTAL DISTAACE PER 1' OF VERTICAL HEIGHT VICINITY MAP NOT TO SCALE i '.% Al.GA ROAD "" ~~" .::""~\*~:----- -•"' 01MNH4w \ SITE MAP NOT TO SCALE PROJECT SITE COSTA DEL MAR RD. ,L------ LA COSTA AVE. FC>11.11.E$'( /<. HAA~. ASI.A, INC. t.ANDSCAl'E Alt.CHITECTU/11.l!i l-ANC, l'LANN/Nt; 12~4 N, ~OAST lllf.HWAY' t.Ar.i.lNA tlE~CH, CA f2ff I .. • 1111. UC. f4605 l f" ffl SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET 2 IRRIGATION PLAN 3 IRRIGATION PLAN 4 IRRIGATION PLAN 5 IRRIGATION DETAILS e PLANTING & LIGHTING PLAN 7 PLANTING & LIGHTING PLAN 8 PLANTING & LIGHTING PLAN PROJECT SITE 9 PLANTING & LIGHTING DETAILS 10 SPECIFICATIONS 11 SPECIFICATIONS 12 SPECIFICATIONS PLOT DATE, 11-12-02 APPROVED FOR PLANTING I/ AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVIE'w'ED BY1 INSPECTOR DATE t----+--+-----------+---+---¼--+---11 S~EET I CITY OF CARLSBAD f5HE!'fsl :==='...====P=LA=N=N=I=NG='=D=E=P=A=R=TM=E:::N::::T==:::=..'.:~=="=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF \\IJRK ,1 , . I LA COSTA RESORT .t: SPA CREEK PARKING LOT CARLSBAD, CALIFORNIA covm ft-EH APPROVED ~ii~ /..' /j I/. . _ ,. /~ _ lf-2/-~z_. ASSISTANT "'1 ANNffl;:::::G:::::D:::I::::R::ECI:i;r':=R:======D::A:::T:::E:==:: DWN BY: / PROJECT NO. DRAWING NO. ~!JSo 8lv, CUP 258 B 402-2L N 0 0 N "' - "' - -- POINT OP CONNECTION -/,,,,_,,,._,,, ..... ------------------------,,.....-, 2" WATER METEflt 8ACKFLOW f"lli!EYENTeflt 2" l'"YC ecM 40 MAINLIN!! (6el Lf') REMOTE CONTROL YAL YE f'ITTINGiS IRRIC:!ATION LEGEND-FOTA8LE IRRIC:!ATION SYSTEM !"fl!.Ee&IJII;!! fl!EQUlfltl!O AT MEAD ELEVATION Loe& LATERAL.& di.it.a ~-CI:l C 0 ® & dz,6 0 ~ ~ ♦ 'v 9 V "'i~Vo 7 ♦v0 ❖ \I® ~ 'v' ® II -·- MF<:,,MODEL NO. l'"ATTEl'<N DE6CRll'"TION 1'"61 Gsl"M RAD AAINell'l!D '81N·& Q,T,I-IF 4" l'"Ol'"·l.11" TU!'IIF 51'"11tAY' 30 J2, .13, .14 &' AAINell'l!D '81N·8 T,1-1 4" l'"Ol'"·l.lP" TUl'<F &PAA'!" 312) », .&2 8' AAINell'l!D 1804-lcZ> Q,I-IF 4" l'"Ol'"·l.11" TUl'<F &PAA'!" 312) A,.&, 1.6 10' RAINell'l!D 1804-12 F 4" l"'Ol'"·l.11" TUl'<F &PAA'!" !c2) 2.60 12' RAINelRD 180-4-1& Q,T,I-IF 4" POF·l.lP" TUl'<F !>!'"AA'!" !c2) .'!I, I.!, 1.'i!I, -'.& I&' I-IUNTEflt F'Gl'"-ADJ-&LA u,· 4" 1"01'"-UI'" TU!'IIF ROTOl'it &cZ> 2.1 28' I-IUNTEflt l"<:r•ADJ-6LA l&cZ>" 4" 1"01'"-UI" TU!'IIF ROTOl'it &cZ> 2.& !cZ>' +-lUNTel't F'Gs1"·36Y•&LA 36<2)" 4• l"Ol'"·UI'" TU!'IIF '1i!OTOl'it &cZ> 2.1 28' RAINell'l!D 1806-& Q,T ,1-1 b" l'"Ol'"·l.lP" &111"1 e &\"RAY' 3c2) .12, .13, .14 &' fl!AINell'ID 1806-& Q,T,I-IF b" l"Ol'"·l.lP" SI 11"115 """"'4Y 3c2) .26, .36, .&2, l.d'4 &' fl!AINel!'IP 11106-lcZ> Q,T,I-IF b" 1"0!'"-l.lP" &111"1 le &\"RAY 3c2) • 4, .&2, .&, 1.6 1c2)' fl!AINl!IIRD 1&06-16&LA Q,TF b" l"Ol'"·l.lP" &~AM ~y 3c2) .a, 1.2, 1.6 16' I-IUNTER PGM·cZ>b-A·Y•.~ '!lc2)" b" l"Ol'"-UI" SI IF'I le l"OTOl'it 412) cZ>.1& I&' MUNTER PGM-1216-A-Y-1.& 18c2)" 6" l"Ol'"-UF' &I-IF'IJe l'tOTOl'it 412) IW 24' I-IUNTER F'Gl-l-'6Y·2 360" 12" l"Ol'"·l.lP" &I IP 15 IPOTOl'it &cZ> .'!lc2) 3"' (2) AAINell'D 14cZ>4 f"LOOD 12" l"Ol'"-UF' SI-... le eueeLER !cZ> .2& &EE DETAIL 'M'-&1- !"fl!.E~ MAINLINE IN !'"LANTER A!l!EA, 3/4" TO 1-1/2", l'"YC ecM 412), 2" ~ LAl'IGER U61: l'"YC CLASS 31!>, euRY &LEEYED l'"YC MIN. 18" eELOW ~e FOl'it FED!=&TRIAN, 312)" FOR YEMICULAflt NON-!"fltl:e&uR!! LAT!:fl!AL l'"YC 6CM 4cZ> WITM l"'YC !ICM 4cZ> f'ITTING&. etlfl!Y' SLeeveD l'"YC MIN. 12" eELOW ~E FOR PEDESTRIAN, 30" f'Ofl< YEMICULAR SIZE NOTED. PIPE SLEEVING l"'YC &cl-I 80 P01't MAINLINE AND Wlfltl!& UNDER YEMICULAflt l"'AYINGI, ecM 4cZ> FOi' MAINLINE, WIRES AND LATERALS UNDER PEDESTRIAN PAYING. EXTEND 12' eEYOND PAYING,. WIRE SLEEVINGo l"'YC SCI-I 4cZ>. l!URY' MIN. 24" eELOW GIUDE, EXTEND MIN. 12" l!IEY'OND EDGE. 0 H ~ 181 [El A ~ [B] CONT~OLLE~ LOCATION- 111 YOL T 2 AMF' 612) CYCLE POWER f"l'tOYIDED eY OILNE:flt. IMIGsATION CON'Tfl!ACTOR TO MAKE FINAL MOOK-UP. FINAL LOCATION TO ee AFF'flt<:)YED eY ou.NER'S !'itl:f"fl!ESENTATIYE/ LANDSCAPE A~ITECT. fl!AINl!IIRC> Fee Sl!!1't!E& l'tl!:MOTE CONTl'tOL YALYE. &IZE NOTED. Nll!ICO T-113 LINE SIZED l!IALL YAL YE N!!LSON 164& Gll!CK COUPLINGi YALYE· 3/4" MISCELLANEOUS TOT AL F'RE&!Ufl!E LOSS STATIC F'RE&eURE fl!E&IDUAL F'RE&SUle Gl'tl&WOLD "223" l"RE&eufltE fltEGULATINGi MA&TEflt VALVE. <NOl"MALL Y' CLOSl:D> • 2". &ET AT '!lc2) PSI DATA INDUSTRIAL& f'LOW eeNeOl't "22ei!" l&cZ> fl!AINeffllD ESF-:32MC-32 &TATION AUTOMATIC CONTfl!OLLER WITM •~INCMECK" AUTOMATIC fl!AIN SMUT Of' DEVICE, PEDESTAL MOLNT IN A '&TRONGeOX' ENCLOSURE. eee DETAIL. FEl!ICO 82&'!" A REDUCED l"'Rl:e&URE 15,ollC.KJl'LOW F'REYENTER • 2" EXISTING 2" f"OTAl!ILE WATEl't METEl't YAL Ye NUMl!IER ~ FLOW IN G.f"M. ~YALYE&IZE I I I I.! 11.0 1.2 2.& I.& !,04) 2.1 34> 3.0 82.6 Gsl"M 133 PSI &cZ>A PSI WATEtrt I.lee CALCULATIONS: TOT AL WATEflt USE, MAWA• 43.2 X .1& X 26,29& X 0.62/ .!&• M"r'DIIOZONE "2 TUl'IF &l"lltA Y' MY'D!ltOZONE "ll &M1IIIJe flfOTOR 43.2 X .&cZ> X 24,29& X ,;,62/ S■ MY'D!ltOZONE 414 &1-1111!..fe &\"RAY 43.2 X .&cZ> X 2e,,2,e, X ,;,62/ .1~• TOTAL EAIW• I. use f"Ol"-UI" Ml!AD& WITI-I 'SAM' etJILT-IN CI-IECK VALYE& TO l"'fltl!YENT LOW MEAD Dfl!AINAGsE. 2. IN&T ALL fl!AINelfl!D PCS SCREENS AS NECESSARY IN ORDEl't TO !"1'<EYENT O~Y ONTO WALJC;, WALLS, COLUMN&, ETC. 3. ALL LATEl'tAL LINE AND MAINLINE IN&TALLED UNDER AC l"'AYINGs TO eE ~YIDED WITM l"'IPE SLEEVING (2 TIMES LINE SIZE>. INST ALL PER CITY Of' CA~ &PEClf'ICATION&. 4. INST ALL POP-UP& WITM IN 1cZ>' OF ALL PEDESTRIAN USE ~Ae. l"Eflt CITY Of' CA~eeAD M"ECIFICATION&. &. NOTlf'Y LANDSCAPE ARCMITECT l"l'IOl'it TO INSTALLATION ll" ANY Dl6Cfl!Ef"ANCIE& OCCUl't. i1>21,~ GALIY'EAflt 54'J2 ,20(1) GALIY'EAflt 1,11'!1,314 GAL/YEAfl! KEY MAF I 2~ 41Zl 61Zl f'L □T DATE• 11-12-02 FC1'1'EST /<. HAAG, A!ILA, INC. LANOSCAl'E A1't:ff/TECTU1'E LANO !'LANNING IZSf N, COAST Hlt»HWAY LA9UNA ll~ACff, CA '12,~ I ,.,r,-,,; >7r9006 F, (,-,,} >7r9D'7 ,,~~~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING "AS-BUILT" REVIE'w'ED BY• AREAS . INSPECTOR DATE 1---l---+-------------t----t------ir----t-1 I SH2EET I CITY OF CARLSBAD ~ ::==:::=..:::==:P:::L::AN::N:::I::N:::G ::D::ic::::P::A::RT::M::E=N=T==~L::_j===: DA TE INITIAL DA TE INITIAL DA TE INl11 AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I I U COST.A RESORT ,t SP.A CREEK P,IRKING LOT CARLSBAD. CALIFORNIA IRRIGA llON PLAN D~ BY: ---PfWJECT NO. DRAWING NO. CHKD BY: ---CUP 258 B 402-2L RV'w'D BY• " ' I \ i \ \\ ,\ \\ I 1 I I \ ', __ \----· --------· \ I \ l I ' I \'. \ ' ,, ., ', \ -~\ \ I, I\ \ \ \ I\ \ \ ,\ \\ \ \ \\ \ ,\ \\ \ I ' I\ ! I ' \ ' ,\ \\ \ \\ " \\ I I \1 ' ,, ' ' \1 ' I \ I " I ,, ' ,\ " \ \I 1.', ' i i', \ \1, I ' I I -- I i I I I I I I ' I \ ' I \, \ ' I ' I \ I I \ ' I \ I I \ I ' \ \ I I \ \ I I \ ~ \_LINE CIF euJALE ;\ ,"-LIMIT OF l!IOLOC.Y \ \ \ F01'1'1!!;;,, IC, HM/&. ASLA, //1/C. L-A/I/OSCA/1\fl A1'CHIT6CTU1'1!! L-A/110 f'lA!JN//1/t; KEY MAP I I 40 PLOT DATE, 11-12-02 "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING REVIE'JED BY• AREAS. INSPECTOR DATE 1-----1----1--------------1--1---1---+---t ~ cITXAN~IrG £t~~J3AD ~ DAlE INITIAL OAlE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DTHER APPRIJVAL CITY APPROVAL U COSTA RESORT .J: SPA CREEK P.ilRKINC LOT CARLSBAD, CALIJ'ORNIA OWN BY: __ CHKD BY: __ RV'JD BY1 IRRIGATION PLAN PRO,JECT NO, CUP 258 B DRAWING NO. 402-2L T I I /\ I \ " \_ IN!: OF &WALi: " L y ~-LIMIT OF elOLOO \ \ I LNT CIP Ille": ' I ' DATE INITIAL OF \\ORK ENGINEER KEY MAP PLOT DATE, 11-12-02 " FOR PLANTING APPROVED ATION ONLY, AND IRRIG PRECISE "AS-BUILT DESCRIPTION REVISION INCLUDINGF PLANTING LOCATIO~R~AS. REVIE..,ED BY, INSPECTOR RLSBAD SH4EET CITY OFG £ARTMENT DATE DATE INITIAL OTHER APPROVAL DA TE INITI Al CITY APPROVAL APPROVED ASSISTANT DWN BY: CHKD BY: RV"'D BY, Pl.ANNIN SPA OSTA R.E'SOJl,;TL:. LA C CREEK PAi~I~FORNIA CARLS.BAD, N PLAN IRRIGATIO !RECTOR PROJECT NO. CUP 258 B lt-Zl-tJv DATE DRAWING NO. 402-2\.. fR H I ii >~ :. a.. f~~ o:;~ ~~~ .:le I'. I:rr;; ~~ • 81: "'d Ll!Gl!!ND 2. c:LI!AN IMCl<l"ILL M MQ.111'1!0, TO ea! el!!T IN•• LIFT&. IEI Ek TO 91"ECll'lc.4TIOH6 ,oit e!"l:Cll'IC MAT1!1'1AL AND COl"P-'CTION IO!!QJ11'1£MENT&. ll. c:LI!AN MNP. 4. LA'IMAL LINI!! IUTM &U!l!VI!. 5. --MAIN LM UJm.l ~ •-~-•COMl"IJ'11!!lt ~-~- SLEEVING 12" .. l.eGENc:> 2. """'.N0 l"LA&TIC VALW l!IOX IIJJ LOCKING TOI" ILAPl!L!!D MA&~ VALVI!) &l!T I' Ae0Y£ FINl&M Go!tAi?!! IN l"LANTING Al'll!A& ONLY. ll. flNlet-1 Gl'tADE. -4. COMMON .61>1:> CONT""'--• TO CONT1"IOLL!!Pt LOCATION. &. ,...,,..Tl!ft YAL\1! OCI LA TO L!!Gl!NP>. ... ii :_:_ l~~ !a ~~:f i r '.!! I:t:j i. -ALL l!U!l!'1!S TO Ill! ,-,,e. ICM. NI ,IN:, '1111:1 ,IN:, CHI! MAI.I' <2~/ Tll1!6 'IIE DIA. OF 'IIE ~ f"ll'I!. CU!P-' !' AC>~•LL MAY Pl! IIU!S6Tl11.!Tf!P Follt II.AND i.,,a:,a IIIAU(& ANO Dt'tlva&. •· l"VC MAM.!Na. i. 2 Cl'. l"l!A IM't,,\Vl!L el.MP. •· l'LANcll!D CONNl!CTION& /TYi". 2 l"LACl!II). NOTe& • ALL VAL 111!& TO Ill! IN&T ALLl!D MASTER VALVE -G y-· -~© I &TAINLII:&& &Tl!l!L "6-X' l!NCLoeuioel!. INIIT ALL l"EPt M..,..,.AC~ lll"l!CH'ICATION& 2 ~-1.., !UINCMl!CK .AIJTc:t"IATIC ~IN e+-ur-Ol'I'. IN&T ALL Ft!Pt H.ANII"~ &Fl!Cll'ICATION&. ll IPtPtk!oATION CONTPtOLLl!1' 4 a,1 TYl"I! 9WITCM WI ON-Ol'I' 9WITCH & -IN.AL &TPt!I" AND ~ Wl- 6 I" .-VC l!Ll!CTPtlCAL au!l!I" FOIi l'LCIU IIEHIIOPt - e CONCIOlm! 1".AP .... l"l!R ~ !!NCI.-M.IIN.FACTU!01£R'e eAaee. '!! 1'1HleM CIAolDE 14' s• .-vc l!l.l!CT!IIICAL eua,o,_ LOW VOL. T ,_ CClNTtlllOL Wll'II!& 11 1•~~ eu ; f=Oft IIIIPYOI.T-Wlflll!II 12 .914• >< t611 ca; i EA ~ )lft,c) CG»ECT A6 -MANI.F~ PEDESTAL MOUNT CON I ROLLER D E F , ,w u" Ii' I f I ii II I I u,, UIII IIEII U!!Cil!!NO L i'INIIM<IIUCI! 2. lrDIA.IIIOIH:>VAL\ol!90l< IIITM LOCKIIGLID - M,ONP.tcl\1111!1) eY c.""90N N>Ue1'11t116. 11.oa a :ac, "QC.· ONCOYM ll. G:UICX COUl'LIIG VALW 4 l"'\IC ICM NI - •. (2)~ 61111!¥!11!U.e ,. ,-..c,a e. l"'\ICICM.C.111.L t. l"'\IC MAH LNI .3 IP. OtE cue1c PT.~ '<I' c:Nlel l!D lll0CK NO'TE, NeT.tL.L •• MOM M! t U!!l:'I" .ID IACIN'" l"A-.e:> ,_... QUICK COUPLING VALVE L FINleM~ 2. l"LA&TIC VALVI! POX WITM LOCKING LID MA~D 'cl.v.• 3. &AT!! VALVI! 4. GM! CU91C l'T. Cl' ..... C1'U&M!I) ~ II. l"VC HAIN LINI! 6. !'PtA6&LNION ,. l"VC MALI! --(2 NEQ.lll'll!D) 8. l"VC eMc ~ Nll"l"U! GATE VALVE NOT!!, I. IN&TALL VAL"1! PO>< eucM TMAT TJ.ll! TOI" Cl' TJ.ll! C0"1!Pt Ill 2" A!'OVI! FINlet-1 c:lftADI! IN QIIIOUNP CO'll!Pt AN!A6 AND l'LIJ&l.l WITM CONCl'll!T!! AND nR' Al'll!A6 2. ALL &ATI! VAL"1111 c:MllOt 2" IN 111%1! &MALL Ill! l!IOX M.o!INC>LI! &AT!! VAL 111!& -• !',OCl<PL.(lW 9MALL Pl! T98Tec> 9Y A Ce.Ni Pll!C> TE&T!!Pt AND N!&I.IL T& MU&T IH! GIYl!N TO THS O\I.N!Pt AC> TM!! WATl!Pt DIIITPtfCT l"l!I'!! CITY &l"l!Clf'lc.4TtOH6. BACKFLOW PREVENTOR A B C I,, -4'MIN. ~ • ' '11 i' ' ', • • • " 11, , i' 11, • II -111 . . l 2. Ci.1111!1, WALK Oii l"al-lPATION ,. l"Ol"-LII" _.,. i«AD "· l"VC 9CH .. - •. l"VC 9CH .., Nll"l"U! I,, 1 !!i-,, I llffij I 11111 111=1I 111 - 111 f -• -tt , •· l"VC LA._ LNI ,. '11110 l"VC IITl'll!l!T !!LU .. l"VC -~ l!LL t. l"VC ,_ POP-UP SPRAY HEAD Ll!GENO I. CUit!', &IDl!!UIALK, l!TC. 2. FINleM Cil'IADI!. ll. l"Ol"-LII" !IIOTOII Ml!AD UTM .ANTI-DRAIN VAL.VI!. &l!T TOI" Cl' MEAD 11:z" A!'OVI! Cifllt,o\C)I!. -4. &cM. lie l"VC Nl"""L.I! MIN. 2" .LONr:I. II. &cM. #> l"VC TKT !!LL. •• ,. •• l"ll'C T X T ~-)( IITMl!T ILL . &CJ.ll!PUl-1! NI l"VC Nll"l"Ll! • MIN. le'11 t.ONC-. &cM. N l"VC TxT l1Al'IU!X IITN!ET ILL. IICM.NI.-VC:hllo<TTl!I. LA"TaAI-LINI! 1"11"1! AMP f'ITTll,Q. POP-UP ROTOR HEAD L PINl&MGPt,olDI! 2. l"t..;IIITIC vALVI! PO>< urTM LOC1<1NCi C0\/1!1lt. HNI< "111.C.V." AND STATION NO. ON~ LOCATE IN e, ""e !SEC). J. --TITI! ~ c:GINeCT""9 -4. .-vc HALI! ,Ap-,-c,Pt (2 lll!l:IJll'll!D) •• l"VC &cM N PtlHR , •. l"VC Tl!!! "T. .-VC MAIN LIN!! •· ON! cue,c Fr. Of'-~ • t:1111JS1 ee 1"IOCI(. CONTROL VALVE ' I ' FD'/l/'/1/EST tr:. I/AA&. A!ILA, INC. LANP$CAl'E A'/I/CI/ITl!CTU'/1/,;;.~ -..._ LANP PUNNIN& APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE, 11-12-02 "AS-BUILT" REVIE'JED BY• INSPECTOR DATE I SH5EET I CITY OF C.ARLSBAD ~ 1---1--+---------------+---+--t---t---t PLANNING DEPARTMENT l._::._J 1------f--+---------------+---+--i-----r----t LA COSTA RESORT tfc SPA CREZK PA"RKINC LOT CARLSBAD, CALIFORNIA IRRIGATION DHAIU \ \ FLANTER EDGING (TYP.) -TO 6E _ _, I" 6LACK FOL YETl-lELENE EDGIING:, 6Y TREX, OR APPROVED EQUAL TOeE INSTALLED FER MANUFACTURER'S SPECIFICATIONS MATCMLN!'-eel! e, eT, . 6LEND ADDITIONAL TREES INTO EXISTING TREES 1.. IC:s~TINC:s 1..EC:sEND SYMl50L D!:SCRlf"TION I f"OLE W/ f"OLE Lia.I-IT l'IXTUl'e ♦ 90LLAN::> Lia.I-IT l'IXTUl'ltl: DELTA Lla.MTINa.-Ef" SEll!IES MODEL-"Et=e-~, MOUNTING-All!M, WATTS-1-11'"&-4H VOLTAGi!:-TeD, COLOR-eLACK fl'OLE-!" ea. x 12' I-Ila.I-I, f"OLE eA&E-&EE DETAIL 'G' 61-11:!:T !. AVAILAeLE WITI-I, DELTA LIGol-lTING SYSTEM&, INC. CONT ACT, 15RENDA SCl-!WAll!TZ ('!14':I) 636-&e;&':1 1"El'EII! TO eFl:CIFICATIONS-INST ALL 1"1:11! MANUFACTUREll!'S 6FECll'ICATIONS NOTE, LIG,I-ITING, !!AM:, !'"OLE NAD Fl><TU1'1! NOT TO l!XCEED I&' AeOVE FINl61-l G1'APE f"ER SDG,e LETTER 6-21-91. Dl!L TA L IGol-lTINa.-6G &1!1"1ES 90LLAIIIP 42" MIGi-i l"C WI I~ Ml-I VOLT AGE-A& REQl.!I1'1:D, COLO!lt-eLACK QUANTITY 21 \ ' \ \ l~N\6.T • \ \ eoT ANICAL NAME fDITTo&i"'Ol'IIUM ToelRA 'WI-IEELEII!'& DWAl'<I"' 118-!Al'"I-IIOLEFIS INDICA m .MoAfDANTI-IU& oi-lENTALIS p / ::: / ,.j ANNUAL COLOR ~ ACACIA Jl!EDOLEN& ~ eouGAINVILLEA 'l'O&ENl<A' c=m C'T'NODON DACTYLON NOT!!&, ,.,, EAe!!MENT L.C.W.D. 111.EC~E -e>!l-6! FILE• 12 ' (i) EXI& . " VCI" &EWER ,---,,4.,'EMEMENTTO RE~ED1- FILE • 12328 XISTING FALM Tfli?EE TO REMAIN-FROTEC ~• e.T.1-l. COMMONN.t>ME IN PLACE 24' 6.T.14.-..c. 16' 6.T .1-l.·/. ta-!EELER'S DWAPIF fDITToet"ORUM INPl.4N I-IAUJTI-IOIIIN LILY-OF-Tl-IE-NILi! 9Y OWNl!R 1"'111tO&Tl't.A Tl! ACACIA lltO&ENl<A 90Lia.AINVILLEA 'SANTA ANA" a.N-1 1-!Yl!:lll!ID l!:ll!Jl!MUDA ( A& ALT.) QTY. 1,22! (2,449 &1'.) &69 (1,11Z'1 &1'J &,362 (12,M3 S.l'J 4,!1'! ( 6 l!,6!, &.F.> 3,4111') (21Z',461 &.F.> 2,821 (8,464 Sl'J 30,21!r> &.F. A ALL AMAS TO el! l"LANTl!D &I-IALL l'ltl:CEIVI! SOIL l'"Rl!l'"Al't.ATION !"Ell! Sl"ECIFICATIONS l"RIO!I! TO l!:IEGINNING OF l"L.4NTINa. OFEll!ATIONS. e. ALL T1'1:I!& &!-!ALL el! STAKED f"l:11! &I-IEl!T &. I , I SIZE 1 GAL. ! eiAL. I GAL. I a.AL. I GAL. I GAL. &OP REMAfll!.K& 2'-0' O.C.-Tl'tlANGULA" &!"ACING-DOl.leL!: iC!OllJ 3' o.c. le" o.c. 18" o.c. / r-9111\t~T K. 11,V,G, II~. INC. IJ\lll5C,\Pf ,11\0ITICTIIII LJ,ND l'IJ.1111114 12,~N.~A~TN~INIIAY :.,-'f:l;il l/,CltJNA lt\CII. Cl, ,20 I r, c,i,> 11,-,0" r, 1,,,111,-,0,1 0 II-- 3 IIU!!!l!T 4iU"I 11 111!!C>ITl!MANl!AN !'AN !"ALM 1 IIIUeTY LE .... l'IG , ,l>IJIIT1'AI.IAN WILLOW .. »GMAN !"IN!! 4 IT ALI.IN CTl"l'IE66 n JlNll"l!!'IJ6 CMINl!NIII& 'lll"Alff AN' NCN Ji.NIPE!eJ& CMINl!NIII& 'T~06A' MOLL 'T'IIIOOD JlN- 1"""'""61!D w.tJ..L I.ND!!~ •• I-IT. 2-4"90X !><16TINGo TO flll!MAIN ~CT IN l"L.ACI! EXl6TING TO !!IE flll!MOYl!C> t1.JLTI-- t1.JLTI -- &TANC>~ UL TIMATI! l-ll!IGII-IT , WIPTI-I t1JL TI-Tflll.N( 1&' J,4 X I&' UJ l 20 40 60 PLOT DATE, 11-12-02 "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING REVIE'\,/ED BY• AREAS. 6'-IZ'" O.C. -NO CLOSl!R TI-IAN 4' o.c. F11!0M ANY r:~~~rr:;~c:r:.:=iJ~~c~~~E~f======~~=======r==:Jc:::r::::r:::Jr;::;;::::;::::;:;:;--;l~N;SP;:;E;C;:;T□~R~:;;:~:::::::::;::;:::;:;;;;:::::;;;:::,--;:DA;:T:;E;:;;;;:i 1-!APl!:DSCAFE ,-,4,1!1/0! J.1-1. ~I! ADDITIONS I SH;ET I CITY OF CARLSBAD ~ ,, .. tZ)n OC.. t----+----l---------------1----+---+--+----1 • t---+---J---------------1-----+---+--+----1 PLANNING DEPARTMENT '""°1'1 l"'ACIFIC !A,itTI-I ~SOUll!CES LA COSTA RESORT & SPA CREEK PARKING LOT CJ.RLSIMD, CALIFORNIA P'LANT!Nf. P'LAN APPR~VED ,// -~~=~~,___.~,4r-------4-9-03 ASSISTANT PLANNING DIRECTOR DA TE l-=c-+=-::-i--------------+--,,--=-+---c--+-=-+----1 ~D~WN~B~Y:=, =:_=:_=:_=_=::~=P~R~o=-JE==c::::::T=N:::::O=. =:::;-;:::D:::R:::::A'M=N=G~NO::;. DAlE INITIAL DATE INITIAL DAlE INITIAL CHKD BY: __ ENGINEER Of WORK REVISION DESCRIPTION OTHER APPRIJVAL CITY APPROVAL RV'\,/D BY• CUP 258 B 402-2L I rl '-u.. 'i' u "' ,l!l '., -~ .µ "' n, "" "' / > '-.µ C w .µ '-0 "' "' 7 ro .µ "' 0 Ll '" ;@ en I --1 / _;s.:. \ i:'. i I I I ' I' ' ' I \ i \ i...-i- ' , / \ \ i \ , ... --'---1- 1 \ I I. I ' I I I \ / PL.ANTER EDC::.INGs (TYP.> • TO BE ---. I" BLACK POI.. YETI-IEI..ENE EDC::.ING, BY T~EX, OR AFFROVED EQUAi.. TOBE INSTAI..I..ED FER MANUFACTURER'S SPECIFICATION!> I ' I ' I I \ I I \ I I I 1. \ I I I I I ' I \ I I I \ I \ I \ I I i \ I I I ' \ \ 1'011/.11/.IEST !<\AA~. A!li.A. IIJC. lANPSCAl"E ~(:1/ITECTVII/.E lANP PL•NN/N/;, ' 12'f4 N, COAST 1/1~1/W.;Y LA&UNA BEAC/1, CA '12(,S" I l",('Ht} 11v-<f0t,6 F,( ••0 11rf061 ,,i•.1,~'\)\': •..... ('~\?· -~ I I -. ' .. . I •. : . .. . : . · ... ·: . .-.. ··. . .. . .,. . .. ~ . . .. . . . .. : . .. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. KEY MAP l 212l 4~ 6~ PLOT DATE, 11-12-02 "AS-BUILT" REVIE\,IED BY• INSPECTOR DATE I SH7EET I CITY OF CARLSBAD ~2 1----+--l--------------+---+--+--+---I PLANNING DEPARTMENT ~ 1-----+--+-------------+---+--t--t--i U. COSTA RESORT ,t SPA CREEK PARKING LOT CARLSBAD, CAUFORNIA PLANTING PLAN 1--c-=-+=--+-------------+--::-:-=-+:=-+-:-:-:=-r.::=:-1 OWN BY: --PRO.JECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY RE SON DESCRIPTION Rv"D BY:, ---CUP "58 B 402-2L ENGINEER OF WORK VI I OTHER APPROVAL CITY APPROVAL w c. \ \ \\\, \\ I I \ \_ I ~~ (/ i /r-___ ) / \ ' \ \ \ DATE INITIAL ENGINEER OF WORK KEY MAP 2,1-) 4/Z> 6/Z> PLOT DATE, 11-12-02 "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIE'w'ED BY• APPROVED tr-21-~l/ ASSISTANT PL DATE DWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: CUP 258 B OTHER APPROVAi. CITY APPROVAL RVWD BY• 402-2L N 8 N r--- 0 111111 IPlftP L LIGMTINl!o 6T ;INl).AIIIE) 2. ~, ~ iNTM<:11! <JoN:U-IDINIII LUClo loCCl!!e&:e1 I! -=o-1 Ol"l!HING. l"lfOYIC>■ C0\'1!111 WITH &TAINl.!!66 61!!!:L 8C111EUe S. e.MI! coYl!l'o MATCI-I 1'1A'm'tlAL c:>I' 1"01.1! ... °"'HECT CONC>UIT6 TO -,:u.ic,INCI LUa. • ~-CONDUCTOII! TO Cil'IIOIH:> irec,c, l"lflOV1Dl! eoTTOM NUT FOlt Lll'l!!l.lNCI ;11-0 1X> IIIUI! NUT& CN TOI" FINl51-1 ~E •• •• ,. IIEFI!,. TO 6~ FO!t NIN'OIIIICIN& TII!& CM,ll Nfilt i!txll!6 ON 9Ael!! F H • Q ' "' •• ll!IGIP GALVANl:zl!C CG!C)UIT 9. ll!IGIC> GAL VANl:zl!C &Tel!L CONC>UIT& TO EC>GI! c:>P CONc:llETE e,,,.e,e; Ill. GALVANIZl!!C> &Tel!L ANc+-IOl't l!IOLT&, PUl'll'lleMl!D WITI-I l"QU!, A& N!QJ(N!C, l!IY MANUl'AC'MIII!,. IL 1'1!!'1!!,. TO t~ FO!t Nl~ll,Q iOIOC>& 11. Tlel'INOUl!LC> CONNl!CTOR as. ,11,4• x •·-r cc; : e.t a.AO tJflOllC') ,-oa 14. NO. 6 e,o,,.e 61'lltA'IOEI> v! I , Ert .-:ii.NC> -COff!CT TO GIIOt.NC> IIIIOP, c:c::NC>UIT& •~-LUG NOii!, COMISINl!D f.ll!l<II-IT l'O!t LIGMT l"OLI!. l!IMI!, ANO~ NOT TO PXCl!EC> •• .AeOVE GllADE f'l!1lt eo,ue U!Tll!II! OF 6 •21-91. &l!!C::TION N.T.&. POLE BASE DETAIL 1121 1 ~...-f-.-'=/1t.-=..-:_-i--------;,,,'~11--,..,-- -------___ ,__ -_11=- I I 111--1-;. --1 1 I . -1 11 111111-1 , ".:i;;,:.c-'--1 I --{ -11' '-11 I------. Ll!GEND I. t'IOOT eALL el!C::TION N.T.&. 2. l'AC:t<J'ILL /l"l!l't &olLt NIFORI ). NATIVE &OIL /LINTC>l&-P) .._ eA&INI.H!lOM &. 6"• -TEC> FIFE. 2 Ff!IOt 1'NII! 6. 3,19• CN.191 ~ CIRA~L., 2 f'l!'flt P'ft 1. 91 lf.!9Ll!II! (IN FIFI!/, 2 FER T1'8 a 4•♦ AIMER MOL.I! 'I. !lo/&11 ~ GftA'l!L Ill'. ~INl&M Gf'IAC>I! It fOIIOOTC1'tOUN DEEP WATERING DEVICE +-+++++-++--++ +++++++++++++ +-+++++-++-~++ 4 1ie!11. __ hdid1-.Ji ~1i1~ti1.,Jibief11;:;::td1-_ 1i tl!C:T1CN r0 • • • • • • • l"LAN Ll!G!NC) I. l"L.INT MATEfltlAL 2. 2' -MUI.Cl-I J. ~INl&l-l <lfllAC>I! 4. -~ f.!,,6,Cl(l'fLL /&El! 8FEC:PIC:ATION& POllt TYFI! .oNP PEFTM.> II. ECl<lol! Of' l"'AYIN<I, WALi<, WALL °'" CUIII.I 6. 1/2 P, lN.1!66 0'IMl!IO!Ullel! NOTEP. NOii!, LOCATE l"LANT6 &l"'AQ!D l!Ql4L Dl&TANCI! /P/1'!11011 l!ACM ~ A& 61-iOUH. P • M NOTED OH l"LAN. GROUNDCOVER & SHRUB , ,,..,, L eel! 9"1!C& l'O!t TYINClf'!lt0NC>6 ANDt!Klt+IINCl'"'"'6 2. ~ &IPI!& c:>I' MOUi COM!"Ll!1'!!L Y ,4. 12' C,IA. )( ICP' Pl!l!l" C>!'tAIN.OGI!! CI-IIHNEY •· ~1""1 90 I rot-I &ANO LATER r,y WATER JETTINclo ,-,.io,a TO e&TTINC!o TIOIIEE 6. IIAQ<l'ILL • CL■AN WA&I-IEC> CCNCNITE &AND 1. l"LANT CIOIOU.N AT Ol'IGINAL <11U01! OF """11!1ALL I.NL!&& AU-ZED OTl-lelOWl&I! N WIII.ITING 9Y CIU.Nl!l't'& .AUTl-la..lZl!C> Nl!"IIIE&ENTAT1vE. •. WATSR MCNIT-4' ~. l"'vC I'll"!! !XTl!N:> C,OQ.N TO eoTTOM OF 91M". TOf" WITI-I .-EN T1-11'1!-C> CN' l:IQDI, 61!1! -C:PICATION& l'O!t l"LANTIN!/o ~. -AND IOlOOTl5ALL fllll!QLilfEI l!NT&, BTC. CONTlltACTOR 8M.IILL l!><T90 &,INC> TO !IR'ACI! AND IETTIJE IN WI w.•:ra. PO NOT CAI" WI NATl"1!! 601L OIi! ~ MIX 6ECTION N.T.&. C PALM TREE PLANTING f1'111!!!\IAILING -- WIND fDL.AN N.T.&. 0 ; io &l!!C::TION N.T.&. 4 \ fllll ll!ll'l!l'l I-I06I! AND 2CP <Ml '11' (loAL Y. Wl!IIE. &T """-I! WIIOI! TO TIOl!E &T Al<!! II. 21 <l!ltlol"1 !"LANT T A!ILl!T. 6£1! 8FEC:R"IC:ATION& 6 2. 2"• )( ICP' LOC>CII!! FOL! 1"'11-1! &TAI<!!. l<l!l!I"' CLE ..... OF fOIIOOT I.IALL. &EE 61"EC:IFfC:ATION& 6. fOIIOOT eALL /TOI" Cir' fOIIOOT eALL TO el! 111 AeOVI! JIINl&M (ltlt.AOI!) J. WATEl't l!IA&IN J" MIN. PEFTM Al'Tl!R INITIAL WAT1!t'tlNG f.!Y HOH. '"2MO'YII f.!,66JN IN L.AIIN .-A& ANO M PlfllECl!!C> SY L.6NC>6C,6FI! .6IICMITl!!CT ,4.-(lllt.lDE 1. lol ■¢,tip 9AO<PILL. 6D et"ECR"ICATICN& •· l!Xl&T!Nao 601L D TREE PLANTINQ/ STAKING • 3•4• OR LEM L l'IOOT -C0F0L '!'!'ll!1'l FOL Tf'IIIOl"YLl!N, INJECTION MOLP9P JHf8 Tl-lla<Nl!&!I IIII001' 9ARRIE1't A& MANI.FACTUl,!!C, 9Y C>el:I" liOOT COllFOl'tATICN (U<Pl 4N·166&. /SEE 61"1!C:lf'IC:ATION&/ i-1..AN N.T.&. 2. ~~l'.t' ~INCi~, MA"°6c:Al"E FEATUii:e. ). eueMIT 6MAFLI! TO CITY -.:T°" l'O!t AFFl"OYAL '°'"'°" TO IN&TALL.ATk:lN. E ROOT BARRIER A B :. .,z,.---- el!CTION N.T.&. L l°"&<ML.fl!lll!I 2. WATER &A&IN )' MIN. C>l!l"TI-I ,. P1Nret-l <lollfAC>I!. 2 >< WIPTI-I ... lol 11!1 IC>EP I' 6ot<PILL • -lf'l!Cll'ICATION& ---0 II. 21 -.oM l"L.INT T .oet.l!T • &El! ~ll'ICAT!ClN& 6. 1!><16TIN<I IIOIL ,. IIII001' 15ALL (TOI" Of'~ TO - l'Al'OIII! l'INl&I-I ClltAOI!/ SHRUB PLANTING &l!!CTION 2 )( IIIPTI-I N.T.&. I. 2,1 el.OPE, TTFICAI.. 2. Oltk!olNAL LINI! Of' &LOPE JI. fOIIOOT CfllOILtl AT °"IGINAL LINE 0,, ~ 4. WATE,. l!IA&N J" MIN. Pl!FTI-I i.. N1ENPIIP IMCl<l'ILL • &El! 8FEC:R"ICATION& 6. 21 -.oM PLANT T Aell!T • el!I 8FEC:ll'ICATION& ,. fOIIOOT eALL &. !><l&TIN!/o 601L SHRUB PLANTING W/ SLOPE f'OT(/f.l!ST I<. l(M$, Aft.A, INC. t.ANDSCA,..I! AttCHITl!CTl/1':tI I.AND Pt.ANNIN$ ,,--,, IZ~4 N, Cf>,l,ST H,GHWAY LA<,;.t/NA ,EACH, CA '12,~ ,..,r,-,,J n•--• "' (949} nf,-90'1 . ,._.~,-,.~ 'J!~1~. ·,~·.· ", : r APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . PLOT DATE, 11-12-02 "AS-BUILT" REVIE'w'ED BY, INSPECTOR DATE 1---+--+------------+---+-----,t---+--1 I SH9EET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT l_!_:__J :===-==========!..=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPR□VAL CITY APPROVAL APPROv£D LA COSTA RESORT~ SPA CREEK P.4RKINC. LOT CARLSBAD, CAUJ'ORNIA. PLANTING DETAILJ" OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ---CUP 258 B 402-2L RV'wD BY• . ( ' ' 1 1 ' • ' ' ' ' • ' ' ' ' ' IRRIGATION SPECIFICATIONS PART 1 -GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation System as shown on the Drawings and described herein. B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.02 QUALllY ASSURANCE & REQUIREMENTS A. Penmits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. B. Manufacturer's Directions: Monufocturer's directions and detailed drawings shall be followed in all coses where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specfficctions. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations 9oveming or relating to any portion of this work are hereby incorporated into and made a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the same. However, when these Specifications and Drowings coll for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence .. D. Explanation of Drawings: 1 . Due to the Scale of the Drawings, it Is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to ovoid conflicts between the irrigation system, planting and architectural features. 2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the specifications. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the City of Carlsbad. In the event this notification is not perfomned, the Contractor shall assume full responsibility for any revision necessary. 1 .03 SUBMITT ALS A. Material list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written approval by the City of Carlsbad. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer and other infonmation may be different, the following is a guide to proper submittal fomnat: limn tih::11 Doscription Maoufaclucm: Mode! No. 1 Backflow Preventer Febco 825Y 2 Automatic Controller Calsense ETI-DTR2 3 Master Valve Clayval 136ACSKC-24V 4 Etc. Etc. Etc. Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire, connectors, valve. boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information. 3. The Contractor may submit substitutions for equipment and materials listed on the Drawings by following procedures as outlined in Section 1.05 of the Irrigation Specifications. 4. Equipment or materials installed or furnished without prior approval of the City of Carlsbad may be rejected and the Contractor may be required to remove such materials frorn the site at his own expense. 5. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 6. Manufacturer's wonronties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline dlazo prints which shall be corrected daily, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment Prints for this purpose may be obtained from the City of Carlsbad at cost. This set of drawings shall be kept on the site and shall be used only as a recond set. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets doily as the work proceeds, showing the work as actually installed. Far example, should a piece of equipment be installed in a location that does not match the plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. 3. Before the dote of the final observation, the Contractor shall transfer all infonmation from the "record drawing• prints to a sepia mylar or similar mylar material. Arrangements shall be mode through the city for obtaining said sepia mylar or sirnilar mylar material. All work shall be in waterproof Indio ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by Rapldograph, Kueffel & Esser, or Faber Castell. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C). The original mylar "record drawing" plan shall be submitted to the City of Carlsbad for approval prior to the completion of the controller chart. 4. The Contractor shall dimension frorn two (2) pemnanent points of reference, such as bullding comers, sidewalk edges, road intersections, etc., the location of the following item ■: a. Connection ta existing water llnee. b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler preosure llnee ( dimension max. 100' along routing). e. Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. g. Quick coupling valves. h. Stub-outs for future connections. i. Other related equipment as directed by the City of Carlsbad. 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Carlsbad. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required Information that may be omitted from the prints. C. Controller Charts: D. E. 1. As-bullta drawings ehall be approved by the Owner before controller charts ore prepared. 2. Provide one controller chart for each controller sequence. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart Is to be a reduced drawing of the actual installed system. However, In the event the controller sequence ls not legible when the drawing Is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a black line or bluellne ozolld print and a different color shall be used to indicate the area of coverage for each station. 6. v.tien completed and approved, the chart shall be hermetlcally sealed between two pieces of plastic, each piece being a minimum 20 mils. 7. These charts shall be completed and approved prior lo the final field observation of the irrigation system. Operation and Maintenance Manuals: 1. Prepare and deliver to the Owner within ten calendar days prior to completion of construction, two hard-cover, three ring binders containing the following Information: a. Index sheet which states Contractor's name, address, and telephone number, and which lists each installed equipment and material Item Including names and addresses of manufactures local representatives. b. Catalog and part. sheets on every material and equipment item Installed under this Contract. c. Guarantee statement. d. Complete operating and maintenance Instructions on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Owner at the conclusion of the project that this service has been rendered. Equipment to be Furnished: 1. Supply as a part of this contract the following tools: a. b. c. d. Two (2) sets of special tools required for removing, disassembling and adpsting each type of sprinkler and valve supplied on this project. Two (2) four-foot valve keys for aperatlon of gate valves. Two (2) keys for each automatic controller. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final observation can occur, evidence that the Owner has received material must be shown to the Owner. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of PVC pipe and fittings: The Contractor Is cautioned to exercise care in handling, loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a concentrated external load at any point. Any section of pipe that hos been dented or damaged wlll be discarded, and If Installed, shall be replaced with new piping. 1.05 SUBSTITUTIONS A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he rnay do so by providing the following Information to the City of Carlsbad for approval: 1. Provide a statement Indicating the reason for making the substitution. Use a separate sheet of paper for each Item to be submitted. 2. Provide descriptive catalog lfterature, performance charts and flow charts for each !tern to be substituted. 3. Provide the amount of cost savings If the substituted Item Is approved. B. The City of Car1sbad shall hove the sole reeponslblllty In accepting or rejecting any submittal Item as an approved equal to the equipment and materials listed on the Drawing• and Specifications. 1.06 GUARANTEE A. The guarantee for the lrrlgatlon system shall be mode In accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed with the Owner prior to acceptance of the irrigation system. B. A copy of the Guarontee form shall be Included In the operations and maintenance manual. C. The guarantee form shall be re-t)Ped onto the Contractor's letterhead and shall contain the followlng information: GUA~ANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the Irrigation system we hove furnished and installed Is free from defects in materials and workmanship, and the work has been completed In accordance with the Drawings and Specifications. ordinary weor and tear. unusual abuse, or neglect excepted. We agree to repair or replace any defects In material or workmanship which may develop during the period at one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repofrs or replacements withfn a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to hove sold repairs or replacements made at our expense and we will pay the costs and charges therefore upon dernand. PROJECT: _________________ _ LOCATION: __________________ _ SIGNED: __________________ _ ADDRESSED: PHONE: ______ _ OA1E OF ACCEPTANCE: ___ _ PART 2 -PRODUCTS 2.01 MATERIALS A. General: drawings, Use only new materials of brands and types noted on specified herein, or approved equals. B. PVC Pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2" and larger shall be PVC Closs 315. 2. Closs 315 pipe shall be mode from an NSF approved Type 1, Garde1, PVC compound conforming to ASTM resin specification D1784. All pope must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.) {Solvent-weld Pipe). 3. Pressure main lfne piping for sizes 1-1 /2" and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Schedule 40 pipe shall be made from NSF approved T)Pe 1, Grade 1 PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure 02466. 6. Solvent cernent and primer for PVC solvent-weld pipe abd fittings shall be of t)Pe and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer1 s name b. Nominal pipe size c. Schedule or class d. Pressure roting In P.S.I. e. NSF (National Sanitation Foundation) approval f. Date of extrusion 6. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. C. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure burled lateral line piping shall be PVC Schedule 40 with solvent-weld joints when installed In planting areas. 2. Non-pressure lateral line piping Installed under paved areas shall be PVC Schedule 40 with solvent welded Joints. 3. Pipe shall be made from NSF approved, Type I, Grode II PVC compound conforming lo ASTM resin specification D1784. All pipe must meet requirements set forth In Federal Specification PS-22-70 with an appropriate standard dimension ratio. 4. Except as noted In paragraphs 1, 2, and 3 of this section (2.018), all requirements for non-pressure lateral line pipe and fittings shall be the some as for solvent-weld pressure main line pipe and fittings as set forth in section 2.018 of the Specifications. E. Valves: 1. Boll Valves (1-1/2" ond smaller) a. Ball valves ahall be a 125 lb Sv.f' bronze valve with screw-In bonnet, nonrlsing stem, and solid wedge disc. w1th a stalnlesa steel handle. b. Boll valves ahall be slmllar to those manufactured by Nlbco or approved equal. e. All Boll valves shall be Installed per detail. 2. Gate Valve (2" and larger) a. Resnlent Wedge Gate valves shall be epoxy coated cast iron and equipped with a 2" operating nut. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. c. All Reslllent Wedge Gate valves shall be Installed per detoil. F. Quick Coupling Volves: 1. Quick coupling valves Shall hove o brass, two-piece body designed for working pressure of 15D P.S.I. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. G. Check Valves: H. 1. Swing cheek valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Speclflcatlon WW-V--51D, Class A, T)Pe IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Valcon • ADI/' or approved equal. Control Wiring: 1. Except as noted otherwise, connections between the automatic controllers qnd the electric control valves shall be made with direct burial copper wire Al'<G-U.F. 600 volt. Control wiring installed In control wire conduit within structure shall be made with Al'<G-TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufactur•r•a specifications and wire chart. In no case shall wire size be less than fl 4. 2. Wiring shall occupy the same trench and shall be Installed olong the same route as pressure supply or lateral lines wherever possible. 3. 'Ml ere rnore than one (1) wire Is placed In a trench, the wiring shall be taped together at intervals of fifteen (15) feet. 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely In trench without stress or stretching wire conductors. 5. All splices shall be mode with Scotch-Lok #3576 Connector Sealing Packs, Ralnbird Snap-TIie wire connectors., or approved equal. Make only one splice with each connector sealing pack. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of Orange. I. Electric Control Valves: 1. All electric control valves shall be the same size and t)Pe shown on the Drawings. 2. All electric control valves shall hove a manual flow , adjustment. 3. Provide and Install one control valve box for each electric control valve. J. Sprlnkler Heads: 1. All sprinkler heads shall be of the same size, t)Pe, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified in these special provisions. 2. Spray heads shall have a screw adjustment. 3. Riser units shall be fabricated In accordance with the details shown on the drawinga. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. All sprinkler heads of the same type shall be the same manufacturer. K. Sleeving: 1. Sleeving under vehicular hordscope or paved areas for mainline, laterals and control wiring shall be SCH 80 P. V.C or approved equal, and burled 30" below grade. 2. Sleeving under pedestrian hordscape or paved areas for lateral lines shall be SCH 40 P. V.C or approved equal and burled 12• below grade. 3. Sleeving under pedestrian hardscape or paved areas for mainline and control wires shall be SCH 40 P. V.C or approved equal and buried 1 B" below grade. L Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 2. All miscellaneous Irrigation equipment shall be as specified or approved equal. M. Potable Control Valve Boxes: 1. Use 10• x 10-3/4" round box for all gate volves. Carson Industries "910-128 with green bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) Inches. 2. Use 9-1/2" • 16" x 11• rectangular box for all electric control valves. Carson Industries # 1419-12B with green bolt-down cover or approved equal. 3. Use 6" diameter x 6-3/4" deep round plastic valve box for all quick coupling valves. Carson Industries 11 608-12 with green flex-lock cover or approved equal. 4. Use 9-1/2" x 16" x 11" rectangular box for a!I electric control valves installed within on-grade landscaped areas. Carson Industries fl 1419-128 with green bolt-down cover or approved equal. 5. Use 10" x 10-1/4" round box for oil quick coupling valves installed within on-structure landscaped areas. Carson Industries No. 910-12B with green bolt-down cover or approved equal. PLOT DATE• 11-12-02 Ft>ll'.11'.EST IC.1/AAll, A,t.A, /Ne. LA/1/t>UAF'E All'.CIIITECTl.l/1'.E LANP F'LANNIN& 12'f~ N. l!!t:MST 11/&IIWAY t..AWNA 6£4CII, CA 'f21.'II F", ('Ht) nrf066 F, (Ht) >7rf067 .• .. "2:li,1'~ ·1(1f~~ --~~ ~~ ... ...t(~ .., ~IV)" _1,_--:-1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVIE'wED BY, INSPECTOR DATE fsHERl CITY OF CARLSBAD ~ 1---~--+----------------+-----lf--+---t---l ~ PLANNING DEPARTMENT l.._::._J :==~===::::::::::::::::::::::::::::::::::::::::::::::====:::'....:::::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF \\ORI( REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL LA COSTA RESORT -1: SP.A CREEK PARKJNC LOT CARLSBAD, CALI.FORNIA .fPEOFICA TION.f '.'"'::APC::-,PR:-=,O~VE....,D,,...,,..,..,.~~-/'=--?3-==2=c==----/(-Z /..() ,__ I ASSISTANT PLANNING DIRECTOR DATE . DWN BY: ___ PROJECT NO. 2~~D BJ~, CUP 258 B DRA'MNG NO. 402-2l IRRIGATION SPECIFICATIONS { continued) PART 3 -EXECUTION 3.01 OBSERVATION OF SITE CONDITIONS A. All scaled dimensions ore approximate. The Contractor shall check and verify oil size dimerslons and receive approval from the City of Carlsbad prior to proceeding with work under this Section. 8. Exercise extreme care In excavating and working near existing utilities. The Contractor shall be responsible for domoges to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. C. Coordinate Installation of sprinkler materials Including pipe, so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the Irrigation system. 3.02 PREPARATION A. 8. C. 3.03 A. B. Physical layout: 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler heads. 2. All layout shell be approved by the City of Carlsbad. prior to Installation. Water Supply: 1. 2. The irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings. Connections shall be made at the approximate location( s) shown on the Drawings. The Contractor is responsible lor minor changes caused by actual site conditions. Electrical Supply: 1. Electrical connections for any and all automatic controllers shall be made to electrical polnt(s) of connection as indicated on the Drawings. 2. Connections shall be mode at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes cause by actual site conditions. INSTALLATION Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Loy pipe to on even grade. Trenching excavation shall follow layout Indicated on the Drawings and as noted. 2. Provide for a minimum of twenty-four (24) Inches cover for all irrigation lines installed under paving or hordscaplng. 3. Provide for a minimum of twenty-four (24) Inches cover for all pressure supply lines of three (3) inches or larger in diameter. 4. Provide for a minimum of eighteen (18) Inches cover for all pressure supply lines of two and one half (2½") Inches or smaller 5. Provide for a minimum of twelve (12) Inches for all non- pressure lines. 6. Provide for a minimum cover of eighteen (18) Inches for all control wiring. 8ockfilling: 1. The trenches shall not be backfilled untn all required tests ore performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted In landscaped areas to a dry density equal to adjacent undisturbed soll in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface Irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than one- half (1 /2) inch in size wHI be permitted in the Initial backfill. 3. Flooding of trenches will not be permitted. 4. If settlement occurs and subsequert adjustmerts In pipe, valves, sprinkler heads, lawn, planting, or other construction are necessary, the Contractor shall make all required adjustments without cost to the Owner. D. E. C. Trerchlng and Backfill Under Paving: 1. Trenches located under areas where paving, aspholtic concrete. or concrete wRI be installed, shall be backfilled wlth sand (a layer four (4) inches below the pipe and six (6) Inches above the pipe) and compacted In layers to 95% compaction, using manual or mechanical tamping devices. Trenches far piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left In a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set In place, cap and pressure test oil piping under paving prior to the paving work. 2. Generally, piping under existing walks Is done by jocking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete Is necessary, it shall be done and replaced by the Contractor as a port of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Owner. No hydraulic driving will be permitted under concrete paving. Assemblies: 1. Routing of sprinkler Irrigation lines as Indicated on the Drawings Is diagrammatic. Install lines ( and various assemblies) in such a manner as to conform with the details In the Drawings. 2. Install NO multiple assemblies In plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications pertaining to specific Items required to complete work, perform such work In accordance with best standard practice with prior approval of City of Carlsbad. 4. PVC pipe and fittings 1holl be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape ar QPRroved equal, shall be used on oil threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure Is oil that is required. Where threaded PVC connections are required, use threaded PVC adapters Into which the pipe may be solvert welded. Line Clearance: 1. All lines shall hove a minimum clearance of six (6) Inches from each other and twelve (12) Inches from lines of other trodes, with the exception of the control wire sleeve(s) which shall be Installed adjacent to pressure supply line. Parallel lines shall not be Installed directly over one another. F. Automatic Controller Assembly: Install as per manufacturer's Instructions. valves shall be connected to controller In Remote control numer1col sequence as shown on the Drawings. G. High Voltage Wiring for Automatic Controller: 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: 1. Install where shown on the Drawln~•· Where grouped together, allow at least twelve (12) inches between adjacent valve boxes. Install each remote control valve In a separate valve box. I. Flushing of System: 1. After all new sprinkler pipe lines and risers are In place and connected, oil necessary diversion work has been completed, and prior to Installation of sprinkler heads, the control valves shall be opened and full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the City of Carlsbad. J. Sprinkler Heads: 1. Install the sprinkler heads 01 designated on the Drawings. Sprinkler heads to be installed In this work shall be equivalent in oil respects ta those Itemized. 2. Spacing of heads shall not exceed the maximum Indicated on the Drawings. In no case shall the spoclng exceed the maximum recommended by the manufacturer. 3.04 3.05 3.06 3.07 TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. EXISTING TREES l'.here it ls necessary to excavate adjacent to existing treea, the Contractor shall use all possible care to avoid Injury to trees and tree roots. Excavation In areas where two (2) Inch and larger roots occur shall be done by hand. All roots two (2) Inches and larger In diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench odjacert to the tree shall be hand trimmed, making clean cuts through. Roots one (1) Inch and larger In diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twerty-four (24) hours; and where this Is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. FIELD QUALITY CONTROL A. Adjustment of the System: 1. The Contractor shall flush and odjuet oil sprlnkler heads for optimum performance and to prevent overspray onto walks, roadways, and bulldlngs as much as possible. 2. If It Is determined that adjustments In the Irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes In nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (1 O) days ofter notification by the Owner. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP valves w111 be set per manufacturers specification so that each lateral operates at design pressure. B. Testing of Irrigation System: 1. The Contractor shall request the presence of the Clty of Carlsbad in writing at least 48 hours In advance of testing. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. Note: Testing of pressure main lines shall occur prior to installation of the electrlc control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proven wotertlght prior to paving. 4. Sustain pressure In lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system Is proven watertight. 5. All hydrostatic tests shall be made only In the presence of the General Contractor and the City. No pipe shall be backfilled until it hos been observed, tested, and approved in writing. 6. Furnish necessary force pump and oil other test equipment. 7. ""1en the Irrigation system Is completed, perform a coverage test In the presence of the City of Carlsbad ta determine If the water coverage for planting areas Is complete and adequate. Furnish all materials and perform all work required to correct any Inadequacies of coverage due to deviations from the Drawings, or where the system hos been willfully installed as indicated on the Drawings when It is obviously inadequate, without bringing this ta the attention of the City of Carlsbad. This test shall be accomplished before any ground cover Is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. MAINTENANCE A. The entire Irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The Owner reserves the right to waive or shorten the operation period. 3.0B 3.09 3.10 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition. FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system In Its entirety for the Owner at time of final observation. Any Items deemed not acceptable by the Owner. shall be reworked to the complete satisfaction of theOwner. B. The Contractor shall show evidence to the Owner that the Owner has received all accessories, charts, record drawings, and equipment as required before final site observation can occur. SITE OBSERVATION SCHEDULE A. The Contractor shall be responsible for notifying the City of Carlsbad in advance for the followlng observation B. meetings, according ta the time Indicated: 1. Pre-Job Conference -7 days 2. Pressure supply line Installation -24 hours 3. Lateral line and sprinkler Installation -24 hours 4. Automatic controller Installation -24 hours 5. Control wire lnstallotion -24 hours B. Pressure supply line and lateral line testing -4B hours 7. Coverage test -48 hours B. Final observation -7 days When observations have beer conducted other than the City of Carlsbad, show evidence In writing of when and by whom these observations were mode. C. No site observations will commence without • As-Bunt• record drawings. The contractor shall not call for a site visit without • As-Built" record drawings, without completing previously noted corrections, or without preparing the system for said visit. 1.04 D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion dotes. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. Responslbllltles and Coordination: A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing <1UJthorities far the work to be performed. B. Existing Conditions: The Contractor shoill verify oil conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for oil temporary utilities such as water, electrical power and gas as required by him for the construction of the project. Temporary services shall be caordlnated with the Owner and other contractors on the job site. D. E. Survey, Reference Points, and Elevations: The Contractor Is responsible for establishing oil surveys, refererce points and elevations required by him, and shown on plans for proper execution of site construction. Traffic: The Contractor Is responsible far all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. 1.05 Defective and Unauthorized Work: 1.06 All work which Is determined by Inspection to be defective In Its construction or deficient In any of the requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and Owner. Inspections: PLANTING SPECIFICATIONS The Contractor shall arrange for Inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to time of Inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the project scope of work will apply: PART J -GENERAL 1.01 Scope of Work: Contractor shall provide all materials, labor and equipment Incidental to and necessary for completing all work, as Indicated on the drawings, as reasonably Implied, or as delineated In the Specifications as follows. 1.02 Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality A$$Urance: A. All Contractors performing Site Development work, must be licensed In accordance with the laws of the State of Callforn lo. B. Contractor shall provide the Landscape Architect and the City with o list of Subcontractors and Material Suppliers expected to be employed during the course of construction. C. Contractor shall obtain and keep In force Public Uablllty and Property Damage Insurance, during entire course of the Construction Contract. The amount of Insurance shall be determined by Owner. Ft>lt.lt.EST I<. HAA!., ASLA, INC. 1.07 Rough Grading. Drain Lines and Catch Basins. Irrigations (main line pressure, coverage & system operations test). Soil Preparation and Finish Grading. Plant Material (delivery & placement). Substantial Completion Inspection (at completion of landscape improvements) -7 Days. Final Inspection ( after maintenance period) -7 days. The contractor shall arrange a Preconstructlon jab conference with the Landscape Architect and City o minimum of seven (7) days prior to the beginning work. Guaranties: A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final acceptance of landscape construction tor periods as follows: Trees 24" box & larger -1 year Trees 15 gal. & smaller = 1 year Shrubs All sizes = 120 days Ground Cover • 120 days Bedding Plant • 120 days Lawn (sod) -120 days Lawn (seed) • 120 days from first mowing PLOT DATE, 11-12-02 LANPSCAPE Alt.CHITECT<Jl':E::.--,.~ t.:,4;, .._ LAN&> PLANN/Nf. ~~ K. ' . °' l2'14 N. COAST Hlf.1/WAY /;. .. \ v LA&t.JNA IIEACII, CA f2&S-I • • C. ~05 toJ . DAlE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVIE..,ED BY, INSPECTOR DATE 1---1--+------------+--+--+--+-----tW cITXAN~IrG £t~~~J3AD ~ DATE INITIAL DA TE INITIAL DATE INlllAL ENGINEER OF 'MlRK REVISION DESCRIPTION □THER APPR□VAL CITY -'PPROVAL LA COST.A RESORT k SP.A. CRIEK PARKINC LOT CARLSBAD, CAUFORNIA JPECIFICA TIOt-U' APPROVED ..G:-" ./ t'l tl' ;;;;~d/Z t,✓.~~~-----1:!.U-1.J ~r ASSISTANT PLANNING DlRE:CT□R DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ---CUP "'58 B 402-2L RVw'D BY, C . . l PLANTING SPECIFICATIONS ( continued) Guarantees begln after the project acceptance by City and at the end of the 180-day maintenance period. Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead materlol ls not replaced and planted within the 5 day perlod, Owner may replace dead material with new material and charge the Landscape Contractor for all expenses Incurred. B. Construction Materials: The contractor shall guarantee oil workmanship and materials for oil site development, for a period of one year from date of flnal occeptonce of project. 1.08 Materlal and Labor Releases: Upon completion of the work, the Contractor shall present to the Owner, signed coples of all labor and materials releases for all work performed under Site Development. 1.09 Disposal and Clean-up: Remove all waste materials (including excavated material classlfled as unacceptable soll material), trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the Owner. PART 2 EXECUTION 2.01 Protection: Keep all plant material delivered to site In a healthy condition far planting. Plants shall not be allowed ta dry out. Bore root stock shall be separated and heeled-In, In mast earth or other suitable material until planting. Bolled and burlopped plants shall hove root boll covered with moist sawdust, wood chips or other suitable material until planting. 2.02 lnstollotlan: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. Soil excavated from planting holes shall be amended ta backfill around trees and shrubs using the fallowing mixture: Native, On-Site Soll with rock no greater than 3" In diameter Gro Power Plus, 5-3-1 0 15 lbs/cy ! Iron Sulfate O 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After backfllling, construct o 3• earthen berm to form watering basin around each plant, to allow thorough water-in and establishment. Prior to installation of turf and from around trees and shrubs. prior to City acceptance. ground cover, remove water basins Berms In turf areas to be removed PART 3 -SOIi PREPARATION ANO FINISH GRAPING 3. 01 Scope of Wark: A. 8. C. Provide all materials and equipment, and perform oil work necessary for and incidental to the soil preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the speciflcations. I ' Furnishing, placement and grading, of topsoil for backfilling of planters if required. Cleaning and flnlsh grading of planters areas and planting areas. 3.02 Topsoil: 3.03 3.04 A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. B. Topsoil Imported to site for use as fRI, backfill In planters and mounding, shall be sandy textured. Silt plus cloy content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than 1 port per million as measured an the saturation extract. The sodium absorptlon ratio (SAR) shall not exceed 3.0 mllllmohos per centimeter at 25 C. In order to ensure conformance, samples of the Imported soil shall be submitted to on agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Sail test to include analysis and recommendations. Soll Amendments: All soil amendments shall be as speclfled in the Agronomic Suitability/Fertility soils report furnished by the Contractor Soll Preparation: All work on irrigation system shall be complete and Inspected for recommended approval and, fine grading completed, prior to rototilllng and prior to soil amendment work. 3.05 3.06 After rough grades hove been established, prepare all lawn and plantlng areas by tilling or cross ripping ta a depth of 12". All rack ond debris more than 2" In diameter shall be removed from the site, except for areas that are to be sodded, in which all rock and debris more than 1 • In diameter shall be removed. Apply , spread, and rototll in all sol\ amendments as recommended to a depth of 6". Water area thoroughly ofter rototilling is complete. Incorporate evenly Into the top 4• to 6" the following for each 1,000 square feet of planting area: 4 cubic yards of nltrollzed Redwood or Fir shaving or equal. 200 I bs. of Gra-Power or approved equal. The above sail conditioning ore minimal qualities only and should be used only for bidding purpose, because sol\ conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning toke place. Therefore, the Contractor shall obtain his own soils analysis at o rate of one per every 25,000 square feet of planted area. These sail tests shall be conducted by an approved Agronomic sails testing laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Pre- construction job conference. Finish Grading: After rototllllng operatlans are complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Coordlnation: Weed abatement work shall be coordinated with the lnstallatlon of the irrigation system ratotilling and sail amendment work, and planting. (See Weed Abatement section). PART 4 TREES AND SHRUBS 4.01 4.02 4.03 4.04 Scope of Work: Provide all material, equipment, and labor necessary ta lnstoll all trees and shrubs as shown on plans, as reasonably implied and as delineated In the speclflcotlons. Products A. Nomenclature -Plant names Indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee an Horticulture. Except for names covered therein. the established custom of the nursery is followed. B. Condition -Plants shall be s),fflmetrlcal, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and In no case shall trees be topped. C. Trees and shrubs shall be growlng at o recognized nursery In accordance with good horticulture practices and shall be of the size and caliper normally associated with the container size specified on plans. Removal of oil togs, labels, nursery stokes and ties from oil plant material prohibited until the approval of the Landscape Architect or City. D. All plant material delivered to the site showing signs of damage or disease or Is Insufficient in size to carry out the intent of the planting pion will not accepted and will be replaced at Contractors expense. E. Sizes of Plants -Sholl be as stated on the Plan. Container stock (1-gollan, 5-gallon, and 15-gallon) shall hove been grown in containers for at least one (1) )'!ar, but not over two (2) years. F. Substitutions -Substitutions for Indicated plant material will be permitted provided the substitute materials ore approved in advance by the City, and ore made at no additional cost to the Owner. Except far authorized variations, all substitute plant materials shall conform to the requirements of these speclflcotlons. G. Plants Not Approved -Plants not approved ore to be removed from site Immediately and replaced with suitable plants. The Owner reserves the right to reject entire lots of plants represented by defected samples. H. Stoke oil trees, as per details Immediately ofter planting to prevent wind damage. I. Plant trees that are to be located In lawn or ground caver areas ofter finish grades are flrst established and allow at least 7 calendar days prior to Installation of sold lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. Son Amendments: Son amendments shall be as recommended in the Agronomic soils report Trees Stokes: Tree stakes shall be lodge pale pine tree stakes. See tree stoking detoH on plans for further information. PART 5 -GROUND COVER ANO BEDDING PLANTS 5.01 Scope of Work: Provide oil materials and equipment and perform all work necessary for ond Incidental to Installing all ground cover and beddlng plants, as shown on plans, as reasonably implied, or delineated in the speclflcotlans. 5.02 Bedding Plants: Perennials ond Annuals: Provide healthy container grown plants from o recognized nursery, and of the species and variety shown an plans. 5.03 Ground Cover. Ground Cover: Provide ground cover of the species shown on plans. Ground caver shall be established and well rooted in flats or slmilar containers. 5.04 Mulch: Mulch: Shall be of compacted wood chip fiber. Submit sample to city Inspector for approval prior to planting. 5.05 Coordination: A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is dela~d, keep plant roots moist and place In o sheltered location protected from the sun, wind ond other damaging elements. B. Soll preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. 5.06 lnstollotion: Plant ground caver and beddlng plants in moist soil ond space as Indicated on plans. Each plant shall be planted with Its proportionate amount of sail so as to minimize root disturbance. Soll moisture shall be such that soil does not crumble when removing plants from container. Regrade planter areas ofter planting, to restore smooth finish grode and to insure proper surface drolnage. A 4" lo~r of mulch material shall be spread over the entire planter area ofter grade is established. Watering shall begin immediately ofter mulching. (Grading shall accommodate the mulch) 5.07 Protection: Erect temporary fencing or barriers to protect planted areas from damage prior to flnol acceptance. PART 6 -\\f'.EP ABATEMENT 6. 01 Scope of Wark: Provide all material, equipment, and labor necessary to perform oil work as Indicated on plans, as reasonably implied, and os delineated in the specifications. 6.02 Quality Assurance: A. The Applicator of all weed control materials shall be licensed by the State of California as o Pest Control Operator and o Pest Control Advisor in addition to any subcontractor licenses that are required. B. All materials and methods must conform to Federal, State, and Local Regulations. 6.03 Submittal: 6.04 6.05 6.06 6.07 Prior to the Installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shell furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed varieties present. Responsibility and Coordination: A. Landscape Contractor ls responsible for the erection of oil signs and barriers required ta prevent Intrusion Into the treated areas ond to notify the public. B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from dote of application. Non-Selective Herbicides: Non-selective contact herblcfde and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor) Selective Herbicides: Selectlve pre-emergent herbfcides compatible with seed mixtures (as recommended by the Pest Control Advisor) Weed Eradication: If in the oplnlon of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. PART 7 7.01 7.02 7.03 A.. Prior to the Installation of the Irrigation system remove and clear oil weeds and deleterious materials from planting areas. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds ta a depth of 1 • -2• below the surface of the soil. Physically remove all weeds from the site. LANDSCAPE MAINTENANCE Scope of Work: Provide all materials, labor and equipment necessary far, or Incidental to, performing all maintenance requirements as reasonably Implied or as delineated in the speclflcotlons lncludlng, but not limited to the fallowing: Maintain oil plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertlllzed all plants and planted areas. Irrigation. Insecticide spraying. Fertilizers: A. Commercial fertlllzers with on analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Avolloble from Gro Power (909) 393- 3744. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Deportment of A~rlculture In compliance with Article 2 -"Fertlllzer Moterlols, Section 1030 of the Agricultural Code. General: Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on o continuous basis as they are installed during the progress of the work, ond continue to maintain them until flnal acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate lrrlgotlon system on on established program to maintain oil plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to o minimum. Damage to Irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the Owner Failure of any port of the irrigation system shall be brought B. to the attention of the Owner. No repairs other than emergency repairs shall be accomplished without written permission from the Owner. Weed Control: Keep all planted areas debris by cultivating areas at intervals calendar days. free of weeds and not ta exceed 10 The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. C. Pest Control: Spray oil plants and planted areas at beginning of malntenonce program and as may become necessary thereafter by on approved method of pest control, to keep all plants and planted areas free of insects and dlseose. Method shall be reviewed by the Owner prior to any applications. Pest Control shall include Gopher control. O. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover ta keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART e -ACCEPTANCE Of PROJECT 8.01 General: Upon completion of Installation, o maintenance period of a minimum of 1 BO days far oil landscaped areas is required prior to ffnol acceptance of the work by the Owner. The Commencement dote for the molntenonce period shall commence upon written approval for all phases of planting Installation by the Owner. Maintenance period shall be adequate to verify plant choracterisllcs and establishment. A. Two Inspections tiholl be mode that affect the establishment period: The flrst after all plantings hove been completely Installed ln order to approve the beginning of the establishment period, and the second at the end of the establishment period. If plantings are not acceptable at the end of the 1 BO day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and con be approved. B. At termination of establishment period a,I plant material shall be live, healthy, undamaged, and free of Infestation. Inferior plantings shall be replaced and brought to o satisfactory condition before flnal acceptance of work will be mode. All areas shall be neatly raked and free of weeds. LIGHTING NOTES 1. The schematic Lighting plans are for the identification and location of fixtures only. 2. The electrical contractor shall be responsible far the design provision and Installation of all electrical equipment as necessary to insure a complete agency approved Installation In conformance with the Intention of these schematic documents. 3. The electrical contractor shall be responsible far oil permits and any or all shop drawings that may be required to obtain said permits. The contractor shall apply far all permits and pay for same. 4. The electrical contractor shall verify exact location (obtain location approval) of all lighting fixtures with the landscape architect and Owner prior to electrical rough-In. 5. The electrical contractor shall coordinate his work with other trodes and install all necessary sleeves, stub-outs, et. as required. 6. All electrical work shall comply with the local codes and building deportment requirements. All materials shall be new and bear U.L labels. 7. Refer to the construction plans for complete description of all related construction improvements. B. All light fixtures shall be installed per manufacturer's detalls and written speclflcotlons. 9. The Contractor shall verify oil conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. 10. The contractor shall carry all workman's compensation, public liability and property damages insurance as required by the Owner. 11. The owner shall decide all questions relating to "Interpretation" of the drawings and the acceptable fulfillment of the contract. 12. The contractor shall at all times protect his work from damage and theft and replace all damaged of stolen parts at his expense until the work is accepted in writing by the Owner. 13. Extreme core shall be exercised In excavating and working near existing utilities contractor shall verify at the location and condition of all utilities and be responsible for damage ta any utilities. 14. Any wiring that may be shown on the plans Is dlogrommatlcolly routed for clarity. Contractor shall route to avoid conflict with stationary elements In such a manner as to conform with the various detoHs and to utilize irrlgotion trenches where possible. 15. Electrical contractor shall submit to Owner and Landscape Architect, a shop drawing lndlcotlng hook-up, circuit data, installation details, and switch and timing devices for complete system. PLOT DATE, 11-12-02 APPROVED FOR PLANTING I/ AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVIE'w'ED BY, INSPECTOR DATE ~--1---1----.---------+---+----+---+----i .. l::: =2==~' =C=I=T=r=LA=No=NIF=NG=D=~=t=~=~=E~=!3=A==D~J =2~' LA COSTA RESORT .i: SPA CREEK PARKINC LOT CAJILSBAIJ, CAUFOI!NIA SPEOFICA TIONJ APPROVED/? -~., ,.,~~·~~•·~"-_;l~(-2./-t,V- ASSISTAN'f-'PL~ING DIRECil □R DATE DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 0Tt£R APPROVAL CITY APPROVAL OWN BY: ---PROJECT NO. DRAWING NO. 2t;,KSo BJv, CUP 258 B 402-2L "-c C "- "-cc ir. "- "' rn -