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HomeMy WebLinkAboutDWG 402-2W; CT 03-01; LA COSTA RESORT & SPA - ENTRY MONUMENT; 01-15.----------------------------------------------------------------------------------------------..;,_-~ CONSULTANTS Q'ffl',IER'S REPRESENTATIVE KSL DEVELOPMENT CORPORATION 2100 COSTA DEL MAR ROAD CARLSBAD,CA 92009 TEL: (760)564-7146 FAX: (760)929-6310 CONTACT: CHEVIS HOSEA LANDSCAPE ARCHITECT FORREST K. HAAG, ASLA, INC. 1254 N. COAST HWY. LAGUNA BEACH, CA. 92651 TEL: (949) 376-9066 FAX: (949)376-9067 CONTACT: FORREST HAAG CIVIL ENGINEER RBF CONSUL TING 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CA 92008 TEL: (760) 476-9193; FAX (7€>0) 476-9198 CONTACT: TIM THIELE VICINITY MAP POINSETTIA LN -------,/------,"N ABBREV IA TI ONS ' FF QF PE lW lF BW TS BS CB FQ FS HP LP FL oc ca Tl) INV BB OG <f"b 1.0,r 4:1 B GB DIAMEIER ANISH FLOOR El..E.VATION GARAGE FLOOR EI£VATION PAD ELEVATION TOP OF WALL TOP OF FOOTING ELEVATION BOTTOM Of WALL TOP OF STEP BOTTOM Of STEP CATCH BASIN ANISH GRADE ANISH SURFACE HIQH POINT LOW POINT FLOW LINE ON CENTER CATCH BASIN TOP OF GRATE ELEVATION INVERT ELEVATION BONO BEAM ELEVATION DECOMPOSED GRANITE ALIGN QRAOIENT IN PERCENTAGE RATIO: 4' HORIZONTAL DISTANCE PER 1' OF VERTICAL HEIGHT ~IDGE llRADE BREAK DIRECTION Of FLOW MATCH LINE LIMIT Of WORK \ (33.110) EXISTING SPOT ELEVATION 33.60 PROPOSED SPOT ELEVATION HT HEIGHT BCR BEGINNING OF CURB RADIUS ECR END OF CURB RADIUS TC TOP OF CURB BC BOTTOM OF CURB EJ EXPANSION JOINT SJ SCORE JOINT SC SAW CUT R RADIUS RDWD REDWOOD HOR HEADER LA LANDSCAPE ARCHITECT MIN MINIMUM MAX MAXIMUM MJ MASTIC JOINT TYP TYPICAL PA PLANTING AREA F /C FACE Of CURB PA PLANTING AREA @ ATRIUM DRAIN 0 DECK DRAIN m TURF DRAIN ,--31--" PROPOSED CONTOUR ,--31--" EXISTING CONTOUR ORAINAGt PIPE EQUESllllAN TRAR. ~ EDGING PROJECT LOCATION NOT TO SCALE LA COSTA RESORT & SPA ENTRY MONUMENT CARLSBAD, CA ENTRY MONUMENT PREPARED FOR KSL DEVELOPMENT CORPORA TI ON 50-905 A VEN IDA BERMUDAS LA QUINTA, CA 92253 PLAN SHEET KEY DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE WORI< FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND AND SPECIACATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF THE ENVIRONMENTAL HEALTH IS CONANED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITT:CT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTAN11AL CONFORMANCE WITH THE APPROl,g) LANDSCAPE CONCEPT PLAN, WATER CONSERI/ATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDmONS OF APPROVAL RELATED TO LANDSCAPING. :1fot SIGNATURE OF LANDSCAPE ARCHllmT LICENSE NO. REVIEWED ENGINEERING PLANCHECKER NOT TO SCAL!: DATE SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET 2 CONSTRUCTION PLAN / LEGEND 3 CONSTRUCTION DETAILS 4 CONSTRUCTION DETAILS 5 CONSTRUCTION SPECIFICATIONS 6 PLANTING PLAN / LEGEND 7 PLANTING DETAILS 8 PLANTING SPECIFICATIONS 9 PLANTING SPECIFICATIONS 10 IRRIGATION PLAN 11 IRRIGATION DETAILS 12 IRRIGATION DETAILS 13 IRRIGATION SPECIFICATIONS 14 IRRIGATION SPECIFICATIONS 15 SCHEMATIC LIGHTING PLAN & NOTES GENERAL NOTES: 1. ALL ADA COMPLIANCE FOR IMPROIIEMENT SHOWN WITHIN THESE INSTRUMENTS OF SERI/ICE SHALL BE PLAN CHECKED AND APPROI/ED BY THE CITY OF CARLSBAD PLANNING DEPARTMENT, BUR.DINO .t: SAFETY DEPARTMENT, AND/ OR PUBLIC WORKS DEPARTMENT PRIOR TO PERMIT ISSUANCE AND SUBSEQUENT CONSTRUCTION. 2. AS NOlED IN TITLE BLOCK, THESE PLANS ARE APPROVED FOR PLANTING .t: IRRIGATION ONLY. ALL PLANS FOR =•· HAAG, AllA, INC _, OS ~ ... LANDJCAPt; ARCHlllCll-'lf ' ~T ~ ""' LAND PLANNING ,~.._•1,J,, ~ • _-,; ~ r) 12M H. COAJT HIGHWAY /,.;._'-i;'f~-..;~ LAGUNA BEACH. CA 92651 ( " •• -t: ;::'( "' UC. #4$05 ~ ~ (949) 376-9066 f l949l :JJ6-9067 ::_ ~- '-t~ = ~ rJf U\ll CONSTRUCTION OF IMPROVEMENTS FOR HAROSCAPE. WALKS, RAMPS, AND SITE ACCESS FOR /4DA COMPLIANCE, DEANED PATH OF TRAVEL FOR DISABLED ACCESS SHALL BE PROVIDED BY OTHERS. NO SITE GRADING IS IMPLIED OR SUGGESTED BY THESE PLANS, DETAILS, AND/OR NOTES, SEE CML ENGINEER'S APPROVED PERMIT PLAN SET FOR ANY AND ALL SITE CONSTRUCTION FOR PAVING, GRADING, STRIPING, RAMPS, ADA REQUIRED SIGNS AND WALl(WAYS. POOL CONTRACTOR SHALL PROVIDE ALL DETAILS. DRAWINGS, ADA COMPLIANCE PlANS, ACCESS COMPLIANCE FOR POOL .t: SPA CONSTRUCTION. POOLS le SPAS SHOWN HEREIN ARE CONCEPTUAL. POOL CONTRACTOR IS RESPONSIBLE FOR REGULATORY COMPLIANCE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVIEI.IED BY, DATE 0 "' r-- "' -st-.,., 8 ~ ~ 00 ~ 0 0 :;:l "' .s ~ <£ l i§ I "' 8 j ~ rJJ ~ rJJ t"j :::t:I:: ~===i===::i:===============::'.::======i====r===r::===r==:..i-r;:::::::::;::::::::;-::~~~~:::::;:::::::;;;:::;:::;:::~::::;::=;-;:;:::;::;:::;::::;f ~ E--t INSPECTOR DATE I SHiET I CITY OF CARLSBAD ~ DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANNING DEPARTMENT E--t -COVERSHEET ~ ENTRY MONUMENT i:q LA COSTA RESORT & SPA :::i 'CIJ. CARLSBAD. CALIFORNIA APPROVE[ .; -l/"'/ / fLJ~J ASSISTANT PLANNING DIRECTOR DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVI.ID BY• CT-03-01 9-~ DATE >-u z DRAWING N:'_:l r.:c:i 02-2rn g -~ .--------------------------------------------------------------------------------------------------------------------t V) I ----- TH 22 .0 ± B 1-----__, TH 23.0± TH 20.0± TH l"i.S ± ------. // 0---- \ -- TH 16.5 ± ,--..._ __ pe, 16.0 t EL CAMINO REAL \ "" .., ---- \ I I ( I I I V i I \ \ \~\ \ \ \. / ~~A/\ \ •. / '\ \ ' /,.,,,,,✓ /\\ \\\\ y~ . \ \ . _,,,,.,,---, . / \ \ ./' \ \ 1,/ . : ~✓-.-1 1, ? I / .: &I -; Tv-l 16.S /.,. Tv-l 20.5 \ --. '.:. \ \ ( ---------- ~ / ~ / ~:~:l~\13 --------------- TH 20.0 I FOR!lETI K. HAAG. AllA. U'IC. LAND~ AROlllEC11JR; LAND Pl.ANNING 1254 N. COAST HIGHWAY LAGUNA BEACH. CA 92651 P, {949) 376-9066 c {949) 376-9067 ----------1 TH20.5 - CONSTRUCTION REFERENCE LEGEND KEY DESCRIPTION 0 PEDESTRIAN PAVING> 0 MONUMENT FOUNTAIN 0 LOH HALL V'V HROU6HT IRON FENCE DETAIL REF. A, B, SHEETS C, SHEETS E, SHEETS REMARKS INTE6'RAL COLORED CONCRETE V'V Ll6'HT ACID FINISH. COLOR C-26 ANTIQUE CORK STUCCO, TO MATCH ARCH. RETAININ<S, CONDITION PER STRUC-T. ENG>. DETAIL STUCCO, TO MATCH ARCH. 0 l"IR0UG>HT IRON ARBOR H/ PILASTER 6', SHEET 4 STUCCO, TO MATCH ARCH. ® 32" SQ. CMU PILASTER V'VC0NC. CAP H, SHEET 4 STUCCO, TO MATCH ARCH. 0 6RAVEL G) CHU HALL 4" MIN. 6'RAVEL 6RATE H, SHEET 4 STUCCO, TO MATCH ARCH. @ RETAINING> HALL 0 Sl6N HALL C, SHEET S STUCCO, TO MATCH ARCH. F, SHEET 4 (@) PEDESTRIAN PAVING> (NATURAL 6'RAY) A;E, SHEET S NATURAL 6'RA Y CONCRETE W Ll6'HT ACID FINISH SITE IMPROVEMENT REFERENCE LEGEND KEY QJ 0 0 G 0 0 [2] 0 BJ ~ DESCRIPTION CURS AND 6'UTTER ASPHALT PAVEMENT EXISTING> CMU HALL EXISTIN6' UTILITY EXISTIN6' SEHER EASEMENT EXISTIN6' Ll6'HT POLE EXISTIN6' CATCH BASIN EXISITIN6 61.!S SHELTER AND PAD EXISTIN6' PAVEMENT AREA DRAIN AND DRAIN LINE REMARKS SEE CIVIL ENG>. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL ENG>. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL EN6'. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL ENG>. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL ENG>. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL EN6'. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL EN6'. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL EN6'. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL EN6'. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY SEE CIVIL EN6'. PLAN, TO REMAIN, PROTECT IN PLACE, VERIFY *AS NOTED IN THE TITLE BLOCK, THESE PLANS ARE APPROVED FOR PLANTING$ IRRIGATION ONLY. ALL PLANS FOR CONSTRUCTION OF IMPROVEMENTS FOR HARDSCAPE, V'IALKS, RAMPS, $ SITE ACCESS FOR ADA COMPLIANCE, DEFINED PATH OF TRAVEL FOR DISABLED ACCESS SHALL BE PROVIDED BY OTHERS. NO SITE GRADING IS IMPLIED OR SUGGESTED BY THESE PLANS, DETAILS, AND/OR NOTES. SEE CIVIL ENGINEER'S APPROVED PERMIT PLAN SET FOR ANY 4 ALL SITE CONSTRUCTION FOR PAVING, GRADING, STRIPING, RAMPS, ADA REQUIRED SIGNS $ V'IALKV'IAYS. POOL CONTRACTOR SHALL PROVIDE ALL DETAILS, DRAV'IINGS, ADA COMPLIANCE PLANS, ACCESS COMPLIANCE FOR POOL $ SPA CONSTRUCTION. POOLS $ SPAS SHOV'IN HEREIN ARE CONCEPTUAL. POOL CONTRACTOR IS RESPONSIBLE FOR RE&ULATORY COMPLIANCE. SCALE, 1/16'' = l'-0" I l I r 0 32 "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVIE',/ED BY1 V) \0 (<") 'SI" V) 0 0 t:l 00 ~ I>!) t C") ::ti::: ...... ,-----,----,-----------L------,-----~----~--...L.::.::::..:==-.:..=:..:.. _______ __:::...:..:.::...__Jj...:l -< E-< E-< INSPECTOR DATE DA TE INITIAL I ENGINEER OF WORK REVISION DESCRIPTION ------------· ------------- DA TE INITIAL DA TE INlllAL DTHER APPRllVAL CITY APPROVAL I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 5 CONSTRUCTION PLAN ENTRY MONUMENT LA COSTA RESORT & SPA CARLSBAD CALIFORNIA APPROVE --~~~--------9.Jo--OS ASSISTANT PLANNING DIRECTOR DWN BY: __ _ CHKD BY: ---1 RV',/D BY PROJECT NO. CT-O3-O1 DATE -----------·------------ ....... ~ P'.:l ~ rn C D PLAN YIEl-4 SCALE, 1/4" ; l'-0" L FRONT ELEVATION SC.ALE, 11/4" ; l'-0" ENTRY MONUMENT FOUNTAIN LE6END SCALE, 1/2"=1'-0" I. 3" THK. :::.AP, POUR IN PLACE, COLOR 4 FINISH TO HATCH AD.JACENT PAVEMENT. CAP TO SLOPE !NV'lARD CENTER OF FOUNTAIN @ 05% SLOPE, 2. PRO.JEC T SISNASE TBD BY OIAINER. 3. B" CHU RETAININS / SIGN V'IALL. VENEER V'l/ TILE. 4. V'lATER LEVEL 5. FOUNTAIN BASIN BOTTOH I V'lALLS, POUR IN PLACE CONCRETE. bXb TILE COLOR, DSF-50 AVAILABLE THROUGH, NATIONAL POOL TILE 6ROUP 8285 BUCKHORN ST. SA:,.J DIE60, GA '12111 858 4'12 13'14 PHONE 858 4'12 llB2 FAX b. FINISH GRADE, REFER TO CIVIL ENG. GRADING PLAN ENTRY MONUMENT FOUNTAIN 5ECTION 1 ---7 L ____________ J . , _:: . ' . ' J '. ' ' ' ." 2" MIN, 8. CONG. FOOTING PER STRUC.TUR.AL ENS. DETAIL. 9. :::.OHPACTED SUBGRADE PER STRUCTURAL ENG. DETAIL. 10. BUBBLER TYPE OF NOZZLE II. INSET/RECESSED Ll6HTING FOUNTAIN L16HTS. SPEClrlCATION I QUANTITIES TO BE DETERH N[D BY FOUNTAIN CONSUL TANT /C.ONTRAC TOR. 12. ~" DIA. MINIIVU'vf GRANULAR FILL CONTINUOUS ALONG ENTIRE BACK SIDE OF JAIALL TO A HIN. HORIZONTAL GROSS SECTION OF 12". IS. V'lATERPROOFING HEMBRANE -USE PROTECTIVE COATING DURINS CONSTRUCTION TO PROTECT INTEGRITY!" ASPHALT IHPRl:GNATE'.7 FIBER BOARD OR :"OJAL). E Ea. LE6END I. 32" SQ CHU PILASTER JAi/ 4" THK. CHU CAP 2. SOLID SQUARE V'IROU6HT IRON FENCE 3, B" C.M.U. LOV'l V'lALL, STUCCO -o MATCH ARGHITEC-~RE 4. FINISH GRADE, REFER TO CIVIL ENG. 6RADING PLAN 5. S" THK. :::.AP, POUR 1\1 PLACE, COLOR 4 FINIS!-TO HATCH AD.JAC.ENT PAVEHENT. CAP TO SLOPE INV'lARD CENTER OF FOUNTAIN @ 0.5% SLOPE. b. POUR IN PLACE FOUNTAl"I V'lALL AND BASIN 1. COMPACTED SUB6RADE PER STRUC.T~RAL E\IG. DETAIi.. B. F'NISH GRADE, BEYC'ID. REFER TO CIVIi. ENS. 0RADING PL.AN 9. 8" C.M.U. RETAINING IAIALL AND VENEER JAi/ Tl;_E. 'O. V'lATER LEVEL II. FOUNTAIN B.ASIN BOTTOM $ v'I.ALLS, POUR IN PLAC': :::.ONC.RETE. 0Xb TILE COLOR, DSF-50 AVAILABLE THROUGH, NATIONAL POOL Tl'...E GROUP 82B5 BUCKHORN ST. SAN DIEGO, CA "12111 858 4'12 1394 PHONE 858 492 1,82 FAX 12. FOUNTAIN .JET (CASCADE NOZZLE) 'I',---, -t--------➔~--"i"'-------, ~ -2)--\ ''r-~-~~~-.,..,., ~J'l'__ ___ ___j\~---1 C) ' ,... J ' m 9 [() 0 •• SC.ALE, 1/2"= I '-0" LOJi',l Ji',IALL Y"l/ IRON FENCE ©----- 0 oo O O O O 0 0 () 0 0 . O " 0 ° ') "1 G 'o 11 o . oo : , o · I} C ,-(b Q~o. ,:t, I LE6END I. 32" SQ CHU PILASTER JAi/, STUCCO FINISH PR::GAST GONG. GAP 2. C.HU V'lALL V'l/, STUC.GO FI\IISH, 4 PREC.AS7 GONG. C..AP, STUCCO FIN. CAP 3. TILi':: / STUC.GO DESl6N TO BE ::>ETERfv'I\IED Bv Ov'INER 4 LANDSCAPE ARCHITECT. 4. roUNTAIN BASIN TILE TO BE SELECTED BY OJAINER / LANDSCAPE ARCrl,TEC.T. 5. STRc:AH SPRAY NOZZLE. 6. POUR-IN-P;_AC.E BASIN JAIALL 01/. STUC.C.O FINISH, s PRECAS-CONG. GAP 1. PROJECT Sl6NA6E TBD BY OIAINER. 8. INSET/RECESSED Ll6HTIN6 FOUNTAIN LIGHTS SP[C.lflCATION 4 QUANTITIES TO BE DETERMINED Bv FOUNTAIN GONSUL T.ANT/CONTRACTCR. '1. ADJACENT LOJAI IAIALL V'<ITH IAIROUGHT IRON FENCE. 10. RETAINING V'l.ALL FOR CONSTRUCTION PLA'l. II. GRAVEL. 12. DRAIN 4 DRAIN LINE PER GIVIL ENG. PLANTS. NOTE: 1. GROUT ALL CKU CELLS SOc..lD AT RE:3.AR LOC.A TIONS $ V'lHERE CONT AC. TING nA TER. 2. FOR CONCRETE FOOTING SIZCS .AND SIZE AN? LOCATION OF REINFORCING STE[L, R!:TCR TO ST:"?.UCTURAL C:NG. DETAILS 5. I\ISTALL V'llN::> SPEED SENSOR, PER HANUPACT. R[COHHEND 4. HYDRAULIC ENG. TO SIZE PUMPS, FILTERS, CHILORc..lNATOR AND FILL, SUCTION AND DETAIL LINES TO PROVIDE FOUNTAIN tf'T[CTS DESIRED BY OIAINER / LANDSCAPE ARCHITECT. S. JAIATERP'<.OOF HEMBRANE TO BE INSTALLED AT ALL TILE LOCATIONS CONTACTING V\.ATER . b. MECHANl::'.,AL/ ELECTRIC.AL SUB-GRADE •/AULT TO BE LOCATIO\I SHOV'll-s ON PLAN. A 1/4" DEPTH ,, 3/ib" • ® 5AJIIIC,llT SC.O"'= JOINT (SJ) 1/4" RAD. (TYP) ,:j -, ,;; l!!!!!!i·-_;;;;"~;"'/_,_._.._,, *-12 ,_EQUAL+' EQUAL-~ © l:Xl"AN510N JOINT (l;J) LEGEND (i) I. DEPTH PER STR'JC.T. ENG. DTL. 2. SC.ORE JO:NT 5. CONTROL JOINT 4. EXPANSION JOINT S. JOINT SEALANT, C.OLOR TO MATCH CONCRETE NOTE, I 1/2" 4 3Jlb'1 t1 " . . . @SAWC.UT CONTROL JOINT (CJ) I I 5 ':t@ 1, 1,. ~--1---~--I--~-,... r,;,., I I ~ I . I I I ~ ! ! L I 1-r I I -•' I , I o . I I I I L ____ ,L.. ---_J~r I 20'±@ ,l © PLAN Vll:l"l NT5 6. CLOSED CELL BAC.KER ROD 1. EXPANSION JOINT, 1/2" THIC.K PREMOLDED MATERIAL THROUGH SLAB 8. SMOOTH STEEL DOV'IEL AT EXPANSION' JOINT. SLIP JOINT ONE SIDE. SIZE 4 O.C. SPAC.ING PER STRUC.T. ENG. DTL. "I. C.O>sC.RETE SLAB I. PROVIDE EXPANSION JOINTS AT HAX. 20'-0' O.C., OR AS SHOV'IN ON PLAN, I INTERMEDIA"."'c CONTROL JOINTS AT 10'-0" MAX. O.C. OR AS SHOV1N ON PLAN I SCORE JOINTS SHALL BE INSTALL 5' O.C.. I LEBS OR AS SHOl'<N ON C.ONSTRUC. TION PLAN. 2. ADDITIONAL JOINTS REQUIR!:D TO AVOID CRAKING OF PAVING TO SURFAC!: TO BE PROVIDE::> v-1.1 PRIOR APPROVAL BY OV1NER OR LANDSCAPE ARCHITlcCT. JOINT DETAIL I. FINISH GRADE, 2" BELOJAI FINISH SURFACE@ GROUNDC.OVER 4 SHRUB. 6 I" BELOl-'l FINISH SURFACE@ TURF. 2. APPLY 1/2" RADIUS NOSE TO .ALL EXPOSED ED6ES, TYP. 3. CONCRc:TE FLATJAIORK FINISH PER CONSTRUCTION LE&END 4. Rc:El.ARS PE'<. ST'<.U:::.T. ENG. DTc... 5. JOINTS PER CONST. PLAN AND P[R "JOINT DETAILS", DTL. 'A', THIS SHEET. b. C.CHPACTED SUB&RADE 'PER ST'<.UCT. ENS. DTL. PEDE5TRIAN CONCRETE PAVING f01<1<EJT K. HAAG, AJlA, IHC LANDSCAPE ARCHllECTU~ LAND Ft.AN<ING 1254 N. COAfT HGHWAY LAGIMA B,ACH. CA 926~ p, (949) 376-9066 ~ [9491 376-9067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVJEIJED BY• DATE C tj- C C ~ C -C \... r~ > \... ~ C LL ,/ C ~ (/ C C C / u: y / u: C' -- [====~~===~======================~========~====:i:====:i:====~====~r;:::::::::~;--';:::I::::;N::SP;'.;E~C;;:;T:;:OR::::;:::::::::=:;::::::::::::::::::::;::::::;:=:::::::::;-;:DA:::T:::E::;;:;:~ >- t-' --t--t-------------t---t---lt----t----l I SH3EET I CITY OF CARLSBAD ~5 i PLANNING DEPARTMENT ~ ~ :================'...'.::====: ... DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IDHER APPROVAL CITY APPROVAL LA CONSTRUCTION DETAILS ENTRY MONUMENT COSTA RESORT & SPA CARLSBAD, CALIFORNIA APPROVE~A ---...A =="""~~/~~'==---~3;):QS"" ASSISTANT PLANNING DIRECTOR DATE ... .. 0 ... ... \) :> C. ,_ ,it. DWN BY: __ _ CHKD BY: __ _ PROJECT NO, CT-03-01 DRAWING N9J !:J ·oz-zn, c. RVIJD BY, < F H ' ' I' I' t r~---~I I1•-e,• I I I I I ~1 _____ .. _. ___ ._. __________ . ____ ._._1~ I I I I I I I ' I I L ______ ,r____ -----------~, l_ ------~ ELEVATION r, @ SGALE: 1/211 :: l 1-011 ' ELEVATION SCALE, 1/2''=1'-0" I>----< ~~2 --1:_:-..:-,::-_-_-_-_-_-_-_,,-.L ;3 I r--------------7 I I I I L ______________ ~ LEGEND I, 32" SQ. CMU PILASTER V'I/, STUCCO FINISH PRECAST CONC, CAP, SEE DETAIL I, SHEET 4. 2. CMU i"IALL 11'1/, STUCCO FINISH, $ PRECAST CONG, CAP, STUCCO FIN. CAP, SEE DETAIL H, SHEET 4. 9. PROJECT SIGNAGE TBD BY OV'!NER. 4. FINISH GRADE. NOTE I, 6ROUT ALL CMU CELLS SOLID AT REBAR LOCATIONS, 2. FOR CONCRETE FOOTING SIZES AND SIZE AND LOCATION OF REINFORCING STEEL, R.Er'ER TO STRUCTUR.AL ENG, DETAILS I MEDIAN V"{ALL • S> r-.. / ' / ' / ~11-, ---<@ / / / / / / / / V / ~-14 LEGEND I. POUR-IN-PLACE CONCRETE CAP 2. 8"X8"Xl6" CMU BLOCK GROUT FILL ALL CELLS SOLID, 9, STcCCO FINISH V'IALL $ CAP, COLOR TO MATCH ARCHITECTU"<.E. 4. FINISH GRADE. 5. COMPACTED SUl36RADE, "ER STRUCTURAL ENGINEER'S 9ETAILS. 6. CONCRETE FOOTING, P[R STRUCTURAL EN&INEER'S DETAILS. NOTE · REFER TO STRUCTURAL ENGINEERS CALCULATIONS FOR SIZE OF CONG. FTG. AND SIZE OF REINFORCINS STEEL. 6 1 .i 1' MASONRY SC.REEN J/'IALL 0 0 I' " i! ii Ii ;: !! 'I ii ' ii----, ·········-----~===f"'"" I I , '\, r;OJ \ <:-Ct>~ I "r -------/f o o o o o I ,• . . . I + 4l--+-~ G \ PILASTER. Jl'l/ J/'IR.OUGHT IRON AR.CH LEGEND I. 12x6xl6 CM.U. BLOCK V'I/ SJvlOOTH ROUNDED MORTA'<., STUCCO f'INISH C.AP 4 COLOR TO HATCH ARCHITECTURE 2. 8x8xlb C.M.U. SOLID GROUT ALL CELLS. 2 + 8 SCALE 1/2"=1'-0" 62" 00 3. REBAR PER ST'<.LJCTURAL EN&INEER'S DETAILS 4 >-----+---i / Fi,"=== 4, STUCCO Fl'il5H AND COLOR TO HATCH ARCHITECTURE 5, FINISH GRADE 6, COMPACTED SUBGRADE, PER STRUCTURAL EN&!NEER'S DETAL l, CONCRETE FOOTIN&, PER STRUCTURAL ENGINEER'S DETAIL NOTE, I, GROUT ALL CHU CELLS SOLID. 2. FOR CONCRETE FOOTIN& SIZES AND LOCATION OF REINFORCING STEE1-, REFER TO STRUCTURAL EN&. DETAILS SEGTION S/4"=1'-0" 32" SQ. CMU PILASTER. J/'l/CONC. CAP " 1,s"e:·'=io",!c' =•·=··=·c;·o =·~·' = , er. l 2;---i ;3l--~ll==========================eal / ~ ---- / ~ "' LEGEND I, 92" SQ, CMU PILASTER V'I/ 4" THK. CMU CAP, SEE DETAIL I, SHEET 4. 2. 3/4" SOLID SQUARE V'IROU6HT IRON ARBOR FRAtv'E. 3, 1/2" SOLID SQUARE V'IROU6HT IRO'i HORIZONTAL MEMBERS. V'!ELD TO ARCH MEMBERS V'I/ DECORATIVE KNOT CONNECTION, 4. CMU V'!ALL V'I/ POUR-IN-PLACE CAP. 5. IRON FENCE PER, DETAIL 6, 5/8" DIA, GALVANIZE EXPANSION BOLT AND SHIELD. 7, 1/4" THK. 3" V'IIDE BASE PLATE, CONNECT V'I/ 1/2" DIA 4" LAG SCREV'I IN LEAD ANCHOR SHIELD. CONCRETE V'IALK PER CONSTRUCTIO'i PLAN, / r,: C '-c ._ _ _, I ,__ _ _, '1. FINISH GRADE V'IROUGHT IRON ELEMENTS SHALL BE HODEL.ED AFTER DETAIL PROVIDED HEREIN. SHOP DRAV'!IN,;, 5HALL E3E PROVIDED E3Y CONTRACTOR FOR APPRO'✓f",L E3Y OV'INER AND LANDSCAPE ARCHITECT. j ' ' . ' . ,•. RETAINING J/'IALL FOl<l<E/T K. HAAG, AJI.A, IOC LANDJCAPE ARCHllKT\JllE LAND fl.ANNING 1254 N, COAJT HIGHWAY LAGUNA B1:ACI,, C.A 92651 ~ {949} 376-9066 f, {9491 376·9067 f'J> A 4. '«:-1 "' 7 I j,xj,zj 12.j / 11-011 / '--..",...._-...._ ---- SC ALE, l"=l'-0" LE6END I. POUR IN PLACE f'\1/ STUCCO FINISH TO HATCH ARCHITECTURE. 2, 8"X8"Xlb" CJvlU e:..ocK, GROUT FILL ALL CELLS SOLID. 3. STUCCO FINISH 4 COL.OR TO MATCH ARC-H. 4, PER O.IS DETAIL "D". 5, 3" PVC PERFORATED DRAIN PIPE J,',IRAP J,',1/ 3CU.FT. OF FILTER FABRIC AND PE.A GRAVEL 6, FINISH GRADE 1. CONCRETE FOOTING PER STRUCTURAL CNG. DTL. 8, COMPACTED SUBGRADE . NOTE: 1. GROUT ALL C.JvlU CELLS SOLID. 2. FOR CONC-RETE FOOTING SIZES AND LOCATION OF REINFORCING STEEL, R'::FER TO STRUCTURAL ENS. DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NOTE, I. ALL SURFACE V'IELDS SHALL E3E · 6ROUND SMOOTH, 2. THREAT ALL EXPOSED SURFACES V'IITH (2) COATS MOISTURE-PROOF PRIMER AND (2) COATS FINISH /COLOR BY 9, OV'INER), ' \ "AS-BUILT" TITLE _______ _ Dt,TE REVIE\JED BY1 C ' V -- INSPECTOR DATE ==========================================-I-SH-4EE-T .... 1-=c-=-1-T-_Y ____ o-::...-F-=--=-c-=-A-=-R-=-1-=-s-=-B-=-A-=-D~-l -5--11 ~ PLANNING DEPARTMENT L :================'..=:=~ ... LA CONSTRUCTION DETAILS ENTRY MONUMENT COSTA RESORT & CARLSBAD. CALIFORNIA SPA ... "' 0 ... ... \) > C. ,_ 1-----<>----+----------------t----+--+----<---. ASSISTANT PLANNING DIRECTOR 1-----<>----+----------------t----+--+----<---. DWN BY: ---PR0-1:CT NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---CT 03 O t ti!, DRAWING NO. (::i ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY, --02-2Jl c. . .. GENERAL CONSTRUCTION NOTES 1. SCOPE: Provide labor, materials, tools, permits. taxes and all other requirements considered as necessary to complete plontlng lnstallotlon as Indicated on the Londscop-e Improvement Plans for the Lo Costa Spa. The installation shall be complete In every respect to the satisfaction of KSL Oevetopment Corp. hereinafter referred to as the "Owner.,. or the "Owner's representative." 2. GENERAL CONDITIONS: A. B. The landscape contractor shall be licensed or certified by the slate of California fer porf<'rmance of the type and scope of work shown on the plans. The contractor shall carry all necessary Insurance to co~r all workers and Installation crews and others incidental to the work of this job so as to offer full protection to the Owner and the preparer of this specif1cotion and associated drawing package from any possible damage, suit, lien, or other "'ction directed against, to, or on the Owner's property, agency or agent. C. The contractor sholl apply for and pay for all necessary construction perm1ts and fees required by local, state, and federal 9overnln9 codes and municipalities to complete the work. D. E. Local, state, and federal codes, laws, rules and regulations governing or relating to any portion of thla work are hereby made a part of these plans and speclflcotlons and sh-all toke precedence over details, specifications, and direction delineated herein. The contractor shall maintain a qualified supervisor on the site at all times during construction through completion of pick-up work. F. The design. as indicated on the plans, Is dlogrammatic, Scaled dimensions ore approximate. Verify all site dimensions prior to proceeding with the work. In the case of dhscrepancy the actual field condition:!: shall dictate the most prudent ond reasonable method of resol'ling plan/field discrepancies. It ls the rosponsibility of the contractor to point out and do-cument to Owner (verbally ond in writing) any plan/field discrepancies providing ample time G. H. I. J. within the construction sequence to allow the Owner to resolve the discrepancy and recommend a revised course of construction of action to proceed with the work. Refer~nce Documents: 1, American Joint Committee on Horticulture Nomenclature. Standardized Plant Names, latest edition. 2. American Assoc.iotlon of Nurserymen Inc, American Standard for Nursery Stock. latest edlillon. 3. Standard Specl1ficotions for Resort and General Publlc v.· )rks Construction. 4. Agricultural Codie of California, 5. C<lrlobad Munlclp<0I Code e. uec 7, UPC Proceed only under the direction of the Owner's representative should there be ony encountered obstrLJctions, grade differences or discrepancies found on the site or any discirepancies within the plans from those encountered in the field. Immediately bring discrepancies to the ,,ttentlon of the Owner and the owner"s reprssentati'l,e, Ii notlflcotion le not pro'lided, the contractor shall assume full responsibility for necessary re'llstons. The contractor sholl note all existing finish grades prior to commencing work. Restore finish grades changed during the course o1 the work to original contours or Intended contours where indicated on the plans as procticol. The contractor shall coordinate installation of planting to avoid conflicts with grading, construction. irrigation, utilities, or engineering or orchltecturol features. The contractor shall adhere to the construction procedures required by the general public Works Deportment of the City of Carlsbad in all coses. K. The instructions to bidders pro'lided herein shall be completed and returned to L the Owner's representative with the bid by the contractor and are a port of these bid documents. Upon oword of the contract, the contractor shall immediately locate, order and purchose1 or hove held, all specified plant material. M. The site shall be kept clean and free of excess equipment, materials and rubbish incidental to the work during the construction and maintenance period. N. The Owner's representative shall have the right to suggest and make minor modification ln the design and installation, If additional compensation is required to accomplish these changes, a change order sholl be prepared by the owner to address the change in scope of this contract. 0. Prior to excavation, notify Underground Service Alecl ( 1-800-422-4133) and locate utilitlee;, electric cables, conduits, sprinkler lines, heads, 'IOlves, and valve control wires so that proper precautions moy be taken not to damage such Improvements, In the event or a conflict between existing lines and plant locations, promptly notify the Owner's representative to orronge for relocation of utilities or redesign of improvement plans. P. Notify Owner's representative in writing of soil or drainage conditions encount,ered during construction which are potentially detrimental. 3. MASONRY A. All masonry shall be reinforced grouted masonry, Grout solid all cells which contain rebar, bolts, etc. Grout solid all cells below grode. Specific compressive strength (F.M.) shall be 1500 psi minimum without Inspection, UNO. B. Mortar shall be type •s• mixed In the proportion of 1 part Portland Cement to ½ to 1/4 parts lime putty to 2-1/4 to 3 times the sum of the cement plus lime putty parts of sand. C, Grout shall attain o minimtJm compressive strength of 2000 psi and shall be mixed in proportions of 1 part Portland Cement to 1/10 part lime putty to 2 to 3 parts sand to o maximum of 2 ports gravel, 0. Aggregates for mortar and grout shall be natural sand and rock conforming to ASTM C-144 (mortar) and C-404 (grout). E. Cement shall be Portland Cement conforming ta ASTM C-1 ~O, type I or II, low alkoll, F. All concrete block shall con1orm to ASTM C-90, grode N-1. G. All reinforcement, l>olls, etc, shall have a minimum grout coverage of 3/4". H. See the orchitecturol drawings for type of units, laying pattern. and joint details. Unless spe,cificolly shown otherwise, all concrete block shall be lold in running bond. 4. STRUCTURAL STEEL A. All fabrication and 1erection shall conform to the latest edition of the Also. Monual of Steel Construction. B. All welding shall be, done by certified welders. All fleld weldlng shall have continuous inspectio,n by a registered Deputy Inspector or as required by local building code. C. All 1ull penetration groove welds shall be ultrasonically tested (UT) for the extent required per the current edition of the Uniform Building Code, 0. All structural steel shall conform to AST._. A-36. E. Anchor bolts and unfinished bolts shall conform to ASTt.t A-307, F. All wolding electrodes shall conform to AWE t 70-XX. G, All pipe shall conform to ASTM A-53 grode "B" (35 KSI), H. All tube shall conform to ASTM A-500 (46 KSI), 5. REINFORCING STEEL A. Reinforcing steel shall conform to ASTM A-615. Grade 40 for sized f3 and (/4 and grade 60 for sizes #5 and larger, B. Welded wire fabric (mesh) shall conform to the latest revised ASTM A-185. Smooth wire fabric shall conform to ASTM 1 B5, yield strength 60 KSI. C. Welding of reinforcing steel shall conform to AWSD d 12-1 using proper low hydrogen electrodes, All bars to be welded shall conform to ASTM A-706. D. All bars in masonry shall be lapped a minimum of 40 bor diameters (2' -o· min.) at an splices unless noted otherwise. E. All bars In concrete shall be lopped o minimum of :36 bar diameters (2' -0,. min,) at oll splices unless noted otherwise, F. Splices of horizontal rebar in walls and footings shall be staggered 4' -0 .. minimum. G. Dowels for walls and columns shall be the same size and spacing -as the woll/column reinforcing unless noted otherwise, H, All bending of reinforcing steel shall conform to the latest edition of th$ Uniform BuUding Code. 6. CONCRETE A Unless noted otherwise, all concrete sholl attoin a m1nlmum compressive strength of 2500 psi al 28 days. B. Aggregotes shall be natural sand ond rock conforming to ASTti.t C-33, C. Cement shall be Portland ASHA Cement conforming to ASTM C-150, type V, low alkali, or as required to satisfy site soil conditions as determined by the project Solis Engineer. D. Water shall be potable, clean and free from injurious amounts of oil, acids. alkalis ► salts, organic materials, or other substances that may be deleterious to concrete or reinforcement. E, Admixtures to be used in concrete shall be subject to prior approval by the engineer. F". twioxlmum permissible water-cement ratios for concrete shall conform to current U.B.C. G. Concrete shall be cured whlle In o moist condition for at leaet the first 7 days ofter placement. Methods for accelerated curing shall have prior approval of the Engineer or Owner's representative, H, The following minimum clear distances between reinforc1ng steel and face of concrete shall be maintained unless noted otherwise. Slobs on grode Center of slab Concrete below grade, formed 2" Concrete below grade, unformed (poured against earth) 3• Concrete exposed to weather 1-1/2" I. Pipes may pass through structural concrete in sleeves, but shall not be embedded therein. Pipes or ducts exceeding 1/3 the slob or wall thickness shall not be placed In the structural concrete unless specifically detailed by Structural Engineer, J. Provide J/4" chamfers at all exposed corners. K. Refer to architectural drawings for reveals, oreos of textured concrete or special finishes, items required to be cost Into the concrete, curbs ond slab depressions. 7. FORM WORK, REMOVAL OF FORMS AND SHORES A. The Contractor shall design all forms ond supporting shores in conformance with ACI 347-78, Design shall Include rate and method of placing concrete and construction loads, including 'lertical, horizontal, ond impact loads. F'orms shall be substantial and sufficiently tight to prevent leakage of mortar and properly braced or tied to molntaln position and shope. 8. Forms shall be remo'led in such a manner os not to impair sofety end servic,eability of the structure. All concrete to be expos,ed by form removal shall have sufficient strength not to be damaged thereby, The ACI Committee 347 suggests the following minimum time forms and supports should remain in place under ordinary conditions as applies to this project: Walls and exposed vertical surfaces 12 hours C, Reshore until 28 days after plocement, and for full duration where construction loads exceed specified service loods. Reshore shall conform to ACI 347-78. 8. GENERAL NOTES A. All construction and workmanship shall conform to the 1994 Uniform Building Code. B. These notes shall be used in conjunction with the plans and any discrepancies shall be brought to the attention of the Architect and the Engineer. C. Controctor must check d1menslons, fromlng condltions, and site conditions before starting work. The Architect and the Engineer shall be notified lmmedlotely of any discrepancies or possible deficiencies, D. Conditions not speclflcolly detailed shall be constructed os specified In typical details for the respecti'le moterlals. E. The drawings and specifications represent the finished structure. All bracing, temporary supports, shoring, etc, is the sole responsibllity of the Contractor. Observation 'lisits to the job site by the Architect and the Engineer do not Include Inspection of construction procedtJres. The Contractor ls solely responsible for oll construction methods and for safety eondltlons ot the work site. These visits shall not be construed as continuous ond detailed Inspections, F'. Deslgn1 materials, equipment, and products other than those described below or Indicated on the drawings may be considered for use, provided prior approval is obtained from the Owner, Architect, Engineer and applicoble governing code a\Jthority. G. All conditions noted as ,existlng ore• based on the best lnformotlon currently ovollable at the time of preparation of these drawings, The Contractor Is to verify all conditions before starting work. Should conditions orlse which ore different from those shown on the drawings, the Architect and Engineer shall be notified Immediately and addltlonol drawings based on more accurate information will be prepared. 9. F'OUNDATION A. All existing fill soil and disturbed natural soils are to be excovoted ond replaced with properly compacted fill. All filling, backfilling, re-compaction, etc. Is tp be performed only under the supervision of a Salls Engineer. B. All excavations ore to be fnspected and approved by a Soils Engineer prior to the placement of any concrete or relnforclng steel. c. Footings ore to ~ carried o minimum of 11-6" Into firm undisturbed natural solls or approved compacted fill. D. Design bearing pressure is 1800 feet psi (continuous footings) with a 33,; increase for seismic or wind loading. F. Relatively non-expansive fill should be used In bockfllllng behind walls. All walls shall be adequately shored during the l>ackflll operation. G. All exoo'lotlons, grading, compaction. etc. Sholl be performed in accordance with the soils report. H. The Contractor must verily tho\ the plans have been reviewed by the Salls Engineer prior to start of construction. 10. GRAOING PLAN NOTES A. B. c. D. E. F. G. H. I. All local building ordinance shall toke precedence over the construction scope described herein. During rough grading operations and prior to construction of permanent drainage structures, temporory drainage control shall be provided to avoid wash-outs and damage to construction underway, Swole slopes shall be a minimum of 5%. Cut and fill slopes shall be a minimum of 2%. The design Civil Engineer shall exercise sufficient project/site control during ;roding and construction to insure compliance with the Intent of the drawings and specifications. The Soils Engineer shall e><ercise sufficient control during grading and construction to insure compllance with the local construction techniques and requirements in order to Implement the intent of the drawings and specifications. All underground droinage and utility facilities shall be In place ond inspected prior to bockfill and paving including but not limited to the following: sewer, water, drainage, gas, and electrical service. Fill and backfill should be compacted to a minimum of 90% of optimum dry density in areas to receive povement or tennis facility improvements including, but not limited to the followlng: tennis court surfoce impro'lemenls, tennis court lighting standards, tennis court fencing, seating areas, retaining walls. The elevations of surfaces shown on the plan by a spot ele'lotion shall be assumed to be located at the declmol point of the spot elevation shown. The grades depicted by spot ele'lotlons shown on the pion are relotlve to one another. Under the direction of the Design Engineer, elevotlons may be adjusted In the fleld to address special site conditions not addressed on the plan. 11. MATERIALS: A, GENERAL: 1. Provide materials of best quality obtoinoble which comply with the plans, 2, No substitution o1 specified moterlols shall be mode without written approval o1 a representative from the office of Forrest K. Hoag, ASLA, Inc, and/or the Owner•s representative. FORRUT K. HAAG, AJLA. INC LANDJCAPe ARCHITKIUl<E LAND PLANNING 125◄ N. COAJT HIGHWAY LAGUNA BeACH, CA 92651 P, (949) 376-9066 c. (949) CS16-906l UC, '4605 30Sept05 OP, DATE 'X:!!1_ Of CAll APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . "AS-BUILT" TITLE _______ _ REVJE\JED BY• . ..,.;ii\d,, • • DATE bii·1 r•-: C ( .... "1" ,~ LI. C C 0-....... "1" ....... o: C s -c "1" ~ / r-r: C ·-C +- C C '+- / 1 I... C > I... +- C LL / C +-u: C C C / (J ~ / (J _;•''0'i1#JIJY{~/J.~ _:~·l,1::;2,lt1~"r~:-T r=====r====r======================~=========r=====c====r====Jc===:ir::=:::::~::::IN::S:;P:::E=C=T=D=R=:::::::==:::::::=::::=:::::::::;-;:D::::AT::E~::::1 : r \ SH5EET I CITY OF CARLSBAD ~S ~ PLANNING DEPARTMENT ~ ~ ... DATE INITIAL DATE INITIAL DATE IN111AL ENGINEER OF WORK REVISION DESCRIPTION □Tl£R APPROVAL CITY APPROVAL CONSTRUCTION SPECIFICATIONS ENTRY MONUMENT LA COSTA RESORT & SPA -CARLSBAD. CALIFORNIA APPROVE! . ,1 ,_,,,,1 9 _ ___j~_L_ / {IQf.(_Du____ -3'-CXS-DATE ASSISTANT PLANNING DIRECTOR OWN BY: PROJECT NO. DRAWING NO. CHKD BY; __ _ RV\JD BY• CT-03-01 ~02-2»1 ... ... 0 .... ... \) > C. :.: Cl C. < I .)<:::::::>·: ij)" -- v-: . -.· ," \ \ . .· . . .. . - • • , .I" ______ . --·:-.---·,,~ ,:' --, .. ' /;::::.~:::~:::><>~✓;;>:~·/):,-~~-:,~~~---:_;;~;~;:~;~ .-' _\_ --,.. \__ I EL CAMINO REAL \ I \ l . ' . \ ta ' \ \ ' \ ·. •, ·. \ ' . I I I I I I I I I I I i I v I o/\'l!fll'H •~,a S!l I ,0,-,.,,,,~._<;' c'" ,cC',, ·, ·.-'." ,.-·· '. • ·; • ✓-', . ·, ' . ><· \ · ___ ·_. - - ----__ ..,.--1 - ! ']") : ...... I + \ \ \ -. . -~----------- ---· __ · ____ , __ -:---:---.---.-·---.---_ ' TREE LEGEND SYMBOL •• • 0 • I ' I .... -I '\ r + ' \ J ,_,,, BOTANICAL NAME GHAMAEROPS HLJMILIS LOPHOSTEMON GONFERTLJS MELALEUGA NESOPHILA METROSIDEROS EXGELSUS PHOENIX DAGTYLIFERA PRLJNLJS GAROLIANA STRELITZIA NI.C.OLAI EXISTING PALMS &l-!RU6 I Gf'OUNDCOVe~ LEGEND SYMBOL BOTANICAL NAME COMMON NAME MYOPORUM PACIFIC-UM MYOPORUM COMMON NAME SIZE MEDITERRANEAN 24" BOX FAN PALM BRISBANE BOX 96"BOX PINK MELALELJGA 5 GAL NEY'! ZEALAND CHRISTMAS TREE 48"BOX DATE PALM 25' B.T.H. CAROLINA LAUREL 5 GAL CHERRY GIANT BIRD OF 56"BOX REMARKS MULTI-TRUNK SIZE SPACING REMARKS I GAL STRELITZIA REGINAE BIRD OF PARADISE 1/3-15 GAL 2/3-5 GAL 2' O.G. ' ,,o._;;, ~<A6APANTHUS ORIENTALIS/ LILY OF THE NILE/ 5 &AL HEMEROGALLIS HYBRID EVERGREEN DAYLIL Y 2' O.G. MATCH PLANTING PATTERN@ PROJECT INTERIOR TURF SOD MATC.H EXISTIN6 TURF ANNUALS 4" 8" o.c.. VINE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS BOU6AINVILLEA SPP . 'SAN DIE60 RED' 5 <SAL ATTACH TO Y'!ALLS U? 0- C r--- 'i" r-r: L1. C C 0- '-... 'i" ~ '-... 0: C 5 'C ~ 0- / r-r: C ·-C ~ C --C '+- / a: ~ -c.. C ~ -c.. ~ C LL / C ~ If. C C C / (f :,:: / . (f --·· . . . I . ....-----~-- <l I I I _- ' --_L- FORREJT K. HAAG, AJIA, INC. LANDSCAP• ARCHllKlUllt LAND flANNING 1254 N. COAST HIGHWAY LAGUNA BEAQ-l, CA 92651 I" 19491 376-9066 ~ (949) 376-9067 - SCALE, 1/16" = l'-0" I l-I r 0 16 32 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE ________ _ DATE REVIEw'ED BY• ~=====c====[======================~=========c====J====Jc====J====Jr.=;::::::;~~::::;::;:::;;;:;::::;:::;;:::::::;:::;::~;:::::;;:~:::;::;::::;-;:::;;:;;:;;:;;;;;::;-1~ E- INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 5 E- 1-w ~ z ~ PLANTING PLAN -0 i~ 1- ,0 0 ENTRY MONUMENT LA COSTA RESORT & SPA ~ ~~·~ ~ <l :<J I c. ... . :1 ~ C RLSBAD CALIFORNIA APPROVED ~ 9<?o-OS- ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. ,..__,_,..,_,,m,_.,.,..,. -""·-""--DATE INITIAL µ L------------------------------------------------------------------------------------...;,• __ ..i:EN:G:IN:EE:R.::O:.F.:WOR:::.K1.... ___ R:E;;.v.:1s;..,o;;;.N.;,.:D:.:E:.:s:.:c .. R:.:IP_T .. IO;;;.N.;,.. ___ ~;:;::.::::::::;.J~~==::;.J.,;;;;~;;;;~~~;.;;;;;;;;;;ii.iiiii~-;;;;;;.;;,;;;;;;;;.;~iiiiiii!,ls DATE INITIAL DATE INITIAL CHKD BY: CT-03-01 02-2 OTHER APPROVAL CITY APPROVAL RVw'D BY• ------------------- 1-0' Q. Q. " LEGEND 1. Jl.,,2 II X 1/-4 II EYE 60L T5 -. fo\ ·~ 2. 1/8" GALVANIZED CABLE5 !TYF.! ATT ACI-! VINES TO CABLES WITI-! TIE WIRE. 3 WALL/FENCE 4. AMENDED BACKFILL Ml>< TO BE OF NATIVE SOIL ONLY !::>. SEE VINE PLANTING DETAIL SECTION 3 >< WIDTH OF ROOTBALL LEGEND I. I!::> GAL. VINE 2. WATER BASIN 3" MIN. DEPTH 3. FINISH GRADE. 4. AMENDED BACKFILL MIX TO BE OF NATIVE SOIL ONLY NOTE 2 3 TRAIN VINE TO FENCE / WALL A5 INDICATED ON PLAN :>. 21 C.RAM PLANT TABLET -SEE SPECIFICATIONS 6. E><ISTINC. SOIL 7. TOP OF ROOT13ALL TO 13E I" ABOVE FINISI-! C.RADE CANOPY TREE I--~ LEGEND I. ROOT BARRIER, COFOL YMER FOL YPROPYLENE, INJECTION MOLDED .080 THICKNESS ROOT BARRIER AS MANUFACTURED 13Y DEEP ROOT CORPORATION !800! 4!::>8-7008. <SEi= SPECIFICATIONS) SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO IN5TALLATION, INSTALLATION. FLAN 2. CONCRETE WALK, BUILDING WALL, GARDEN WALL, CURB, OR OTHER 1-!ARDSCAPE FEATURE. 120· 12<2)" PLAN II LEGEND I. BOX TREE 2. REINFORCED RUBBER 1-!0SE TIE WITI-! ':I C.AUC.E WIRE 3. WATER 6ASIN 3" MIN. DEPTI-! AFTER INITIAL WATERING BY 1-!0SE. REMOVE BASIN IN LAWN AREAS 4. C.UY AS REQUIRED TO SUPPORT TREE (3 MIN.!. ADDITIONAL GUYS AS DIRECTED BY LAND5CAPE ARCl-!ITECT B. 112" PVC SLEEVE 3 X WIDTH OF ROOTBALL! b. FIN151-! C.RADE ff C C +--c C '+- 7. 5TEEL C.UY ANCl-!01'< 36" LONC. MAXWELL OR EQUAL > '- 8. 21 C.RAM FL ANT TABLET. 5EE °2 5FECIFICATION5 LL ':I. EXISTING SOIL ,,., C 10. AMENDED BACKFILL MIX TO BE +-- OF NATIVE SOIL ONLY <I C II. TOP OF R=TBALL TO BE I" ABOVE C FINISI-! C.RADE 1--,-----,----------------------------,.------l---r--------------------------------,,-----l--r------------------------------,----l--r-----------------....;.....;.;;..;.,;;;;;.;;..;;.;;;_ ______ _, ___ -lc ROOT BARRIER DETAIL A TREE PLANTING DETAIL TRIPLE GUY NTS NTS NTS H 1---'-----------------------------__,JL-----,1--.L..----------------------------__,J....;. ___ 1--.L...------------------------------'----I--..._ ____________________________ __. ___ --I ESPALIER ON V'J.ALL DETAIL NTS E VINE PLANTING DETAIL ,/ 0 12 5ECTION LEGEND I. PALM TRUNK ;ic.-:-==-r-;.i,-n-=~-. . = I ---111--111 =-11 · .....• 1 • I ----2. FILTER FABRIC WITI-! 12" DIA. >< 3' DEEP SUMP MIN. FILLED WITI-! CLEAN NURSERY SAND. =1 I =I , I• 3. ~'5~ECROWN AT ORIGINAL LINE OF 8. TOP OF ROOTBALL TO BE I" ABOVE FINISI-! GRADE 4. 3" DIA. SNAP CAP AT 2" ABOVE C.RADE !::>. 3" DIA. PVC FIFE. CONNECT TO SUB-5URFACE DRAINAGE, COORDINATE WI CIVIL ENG. PLAN ':I. EX15TING 501L 10. AMENDED BACKFILL. SEE SPECIFICATIONS <!>. WATER BASIN 3" MIN. DEPTI-! AFTER INITIAL WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS. II. ORIC.INAL LINE OF SLOPE 12. SLOPE, TYPICAL 7. 21 GRAM FL ANT TABLET. SEE SPECIFICATIONS PALM PLANTING DETAIL -ON SLOPE ---·--·· LEGEND I. PALM TRUNK 2. ABOVE C.RADE IRRIGATION BUBBLER -REFER TO IRRIGATION DETAILS FOR IN5TALLATION OF BUBBLER 3. 3" DIA. 5NAP CAP AT 2" ABOVE GRADE 4. 3" DIA. PVC PIPE. CONNECT TO SUB-5URFACE DRAINAGE, COORDINATE W/ CIVIL ENC.. PLAN !;,. 4" BERM 0. FINISI-! C.RADE 7. BACKFILL MIX REFER TO SPECS. 8. 18 FT. BTI-! ':I PLANT TABLET5 -5EE SPECIFICATION5 10 FILTER FABRIC II. COMPACTED SUBGRADE IIJ-~jj---12. 12" DIA. >< 3' DEEP SUMP MIN. FILLED WITI-! CLEAN NUR5ERY BAND. -l"T--=r-n"=,,..,,r-HHJ · -10 NOTE =I I _: 0 1-1=---'4-----< 12 -111-111- 13. TOP OF ROOTBAL.L TO BE I" ABOVE FINISI-! GRADE 14. SEE SPECIFICATION5 FOR TYING FRONDS AND 5KINNING TRUNK5 CONTRACTOR Sl-!ALL PLACE PALM TRUNK IN EXACT CENTER OF TREE WELL CONTRACTOR 51-!ALL PLACE PALM TRUNK IN EXACT CENTER OF TREE WELL REFER TO IRRIC.ATION FLAN5 TO COORDINATE INSTALLATION AND NUMBER OF IRRIC.ATION BUBBLERS LANDSCAPE ARCl-!ITECT TO APPROVE 1-!EIGl-!T AND LOCATION OF PALMS PRIOR TO PLANTINC. PALM TREE ROOT BALLS VARY FER TYPE OF PALM AND SUPPLIER OF TREE5. CONTRACTOR Sl-!AL.L VERIFY ROOTBALL SIZES AND FIT REQUIREMENTS PRIOR TO DRAINAC.E SY5TEM OR SUMP INSTALLATION. NTS F PREVAILING WIND 0 PLAN N.T.S. 0 SECTION LEGEND II -" - -111·------ 1-11 2 >< ·~ ·····- -J_ _,. -. --1-111 ··--1 1· ----·-··-~ ---~----~---· --1 I II ---,I--1-0 'r°i'~t++-\-----1 b """'"""'~ 3 >< WIDTI-! I. r:~T·iS~~~Rturri~birlE'fK NO. 0. 21 GRAM PLANT TABLET. SEE 5PECIFICATION5 2. t ;! (01ft: LO£~ p'.[_~ ~I~ ~ls"M BALL. s~E Si"'EC1'?1c¼i-10Ns 7. TOP OF ROOTBALL TO ElE I" Al30VE FINISI-! GRADE 3. ROOT CROWN AT ORIC.INAL LINE OF S[OPE 4· fNf-11;.~ ID±-r~i~:r~-/2}~fs11-1 Rt~,;§~ BASIN IN LAWN AREA5. :>. TOP OF ROOTBALL TO BE I" ABOVE FINISI-! GRADE 8. EXISTING SOIL ':I. AMENDED BACKFILL'rPER SOIL ; PLANT LAEl. SEE 5FECIFICA IONS 10.0RIGINAL LINE OF 5LOPE II. 2,1 SLOPE, TYPICAL TREE PLANTING DETAIL -ON SLOPE NTS SECTION r--0 • • D D • • • • • • PLAN LEGEND 1. PLANT MATERIAL 2. 2" DEEP MULCI-! 3. FINIBH C.RADE 4. AMENDED BACKFILL Ml>< TO BE OF NATIVE SOIL ONLY !;,, EDGE OF FAVINC., WALK, WALL OR CURB 0. 1/2 D, UNLESS OTl-!ERW15E NOTED. NOTE LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACI-! OTHER AS SHOWN. D -AB NOTED ON PLAN OR LEGEND D " 4 11 , LEGEND I. I OR !::> GAL. SHRUB 2. WATER BASIN 3" MIN. DEPTI-! 3. FINISI-! GRADE. 4. AMENDED BACKFILL MIX TO BE OF NATIVE 501L ONLY !;,, 21 GRAM PLANT TABLET -SEE SPECIFICATIONS 0. EXISTING SOIL 7. TOP OF ROOTBALL TO BE I" ABOVE FINISH GRADE SHRUB PLANTING DETAIL FORREH K, HAAG, AILA. I-IC. lANDJG>Pt ARCHnKrull; lAND Pl.ANNING 1254 N. COAIT HK;HWAY lAGU<A BEACH, CA 92651 ~ (949) 376-9066 F, (949) 376·9067 NTS L\C, '4605 PREVAILING WIND 0 0 4 LEGEND I. RUBBER I-IOSE AND '2~ UAL.16iE UALV. WIRE. STAPLE WIRE TO TREE STAKE 2. 2''t X ltZl' LOD6E POLE PINE 5TAKE. KEEF' CLEAFi:: OF ROOT 6ALL. 5EE OPECIFICATIQ!\15 3. WATER BASIN 3" MIN. DEPTH AFTER INITIAL WATE[lii;ING 61 H05E. flii1:EMOVE 6A&IN IN LAUN AREAS AND A& DIRECTED BY L.ANDSCAPE ARCi:.11TECT OF= ROOTBALL 4. FIN161-I GRADE So. 11 URAM PLANT T AE!>LET. SEE 5PECIFICATIC'N5 ---0 6. TOP GlF ROOT6ALL TO 6E I~ Al!30VE FIN151-4 ~RADE 1 AMENDED 13AGKFILL. 8EE 5FECIFICATICN5 8. EXISTING SOIL B TREE PLANTING DETAIL -DOUBLE STAKE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE ________ _ REVJE\JED BY• NTS Di-, TE INSPECTOR DATE 11--===::i:===r================::=======r===::i:===r===l==~r.::==::::::-:===============:::::::-:::I ==5:::::::-1 1 ~E-l---f---+-----------l----+--+---1--I I SH7EET I CITY OF CARLSBAD c:- ~==:'....====P:::L:::A:::N:::N::1N=G=D=E=P=A=R=T=M=EN:::T::::===--===:::::! ,_ LA PLANTING DETAILS ENTRY MONUMENT COSTA RESORT & CARLSBAD CALIFORNIA SPA ... ,_, Q >-... 0 _AP_P_Ro_v_E""'D~~~L...JY!I 1,,,t_ _____ 9 <b-oS" > DATE C. ASSISTANT PLANNING DIRECTOR ~ OATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. C:, DATE INITIAL DATE INITIAi_ CHKD BY: ---CT-03-O 1 oz z L.:;J;.1._:P:.A:;L:::;,:M~P:;L~A~N,:.T~IN,:G~,:D::,E=.,:T:.A::,;IL:,_ ___________ .L..!N~TS;:_J__:G:::..L_.;;G:;,:R::;:O:U::;N;,D~.:C:;:O~V::,E:::;,:R~/..,:S;:,::H~R,:::;:U;B::.,:D;;:,:;E;.:T,:.A:.;,;IL;_ _______ J...,.:N~T~e-J.. ________________ ...J~EN;,::G:1NE:ER:.,::0F~wo:R:Ki...--,;.RE:,.V,;.IS:,.IO,:.N~D;,:E;,:S,:.CR .. l•P .. Tl,:.ON..,. __ ..J.o~r:HE:_R :APP;:;:R:□v:A:;_L J..:c~1TY;_:AP:PR:;:o;:vA~L J,!;R;;V;;'w;;D;;B;;Y;;• ;;;;;;~~.;;;~;;;;;;;;;;;;.;;;;;;;;;;;;;~ ~ PLANTING SPECIFICATIONS PART 1 -GENERAL 1.01 Scope of Work: Contractor shall provide all materials, labor ond equipment incidental to and necessary for completing all work, as indicated on the drawings, as reosonobly Implied, or as delineated in the Specifications as follows. 1. 02 Standards: All work ond materials shall comply with governing codes, safety orders, stondords, end regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed in occordonce with the lows of the State of Coliforn lo. B. Contractor shall provide the Landscape Architect and the City with o list of Subcontractors ond Material Suppliers expected to be employed during the course of construction. C. Contractor shall obtain ond keep in force Public Llobillty and Property Domoge Insurance, during entire course of the Construction Contract. The amount of Insurance shall be determined by Owner. D. Prior lo start of site development work, the Contractor shall notify the Landscape Architect and City lo give starling and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person In charge of the work. 1 .04 Responsibilities and Coordination: A. Permits: The Contractor shall obtain and pay for all permits ond inspections required by governing authorities for the work to be performed. B. Existing Conditions: The Contractor shall verify all conditions and dlmensio,ns shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the locat_lon and depth of oil underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay oll cost incurred for all temporary utilities such as water, electrical power ond gos as required by him for the construction of the project, Temporary services shall be coordinated with the Owner and other contractors on the job site. D. Survey, Reference Points, ond Elevations: The Contractor Is responsible for establishing oil surveys, reference points and elevations required by him, ond shown on plans for proper execution of site construction. E. Traffic: The Contractor Is responsible for oil temporary traffic barriers ond detours required by him for the construction of the project. All temporary traffic barriers ond detours shall conform to all conditions required by the City or governing outhorltles, 1.05 Defective ond Unauthorized Work: All work which is determined by Inspection to be defective in Its construction or deficient In ony of the requirements of the plans and specifications, shall be remedied or removed, ond replaced by the Contractor at hls own expense In a manner acceptable to the Landscape Architect and Owner. 1.06 Inspections: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior lo 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: 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 (ot completion of landscape improvements) -7 Days. Final Inspection (ofter maintenance period) -7 days. The contractor shall arrange a Preconstructlon job conference with the Landscape Architect and City o minimum of seven (7) days prior to the beg Inning work. 1.07 Guaranties: A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final acceptance of landscape construction for periods os follows: Trees 24" box & larger = 1 year Trees 15 gol. & smaller • 1 year Shrubs All sizes = 120 days Ground Cover = 120 days Bedding Plant = 120 days Lown (sod) = 120 days Lown (seed) • 120 days from first mowing Guarantees begin ofter the project acceptance by City ond ot the end of the 180-day maintenance period. Landscape Contractor shall replace and plant all materials which hove died within the time span stated above, ot no cost and within 5 days from receiving written notice from the Landscape Architect or Clty. If dead moterlol Is not replaced ond planted within the 5 day period, Owner moy replace dead material with new material and charge the Landscape Contractor for oil expenses incurred. B. Construction Materials: The contractor shall guarantee oil workmanship and materials for all site development, for a period of one year from dote of final acceptance of project. 1.08 Moterlol and Labor Releases: Upon completion of the work, the Contractor shall present to the Owner, signed copies of oil labor and materials releases for oil work performed under Site Development. 1.09 Disposal ond Cleon-up: Remove all waste materials (including excavated material classified os unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, ond legally dispose of It. During the course of the work, remove surplus materials from the site ond leave premises in o neat ond clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat ond clean. The site shall be cleaned upon the request of the Owner. PART 2 -EXECUTION 2.01 Protection: Keep all plant moterlol delivered to site in o healthy condition for planting. Plants shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, In most earth or other suitable material until planting. Balled and burlapped plants shall have raat ball covered with moist sawdust, wood chips or other suitable material until planting. 2.02 lnstollotion: Oetailed 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 to backfill around trees and shrubs using the following mixture: Native, On-Site Soll with rock no greater than 1• in diameter Gro Power Plus, 5-3-1 @ 15 lbs/cy Iron Sulfate @ 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After backfllllng, construct o 3" earthen berm to form watering basin around each pion!, to allow thorough water-In and establishment. Prior to lnstollatlon of turf ond from around trees and shrubs. prior to City acceptance, ground cover, remove water basins Berms In turf areas to be removed PART 3 -SOIL PREPARATION AND FINISH GRADING 3.01 Scope of Work: A. Provide oil materials and equipment. ond perform oil work necessary for and incidental to the soil preparation and finish grading of oil planting and lawn areas as shown on plans, as reasonably Implied, or as delineated In the specifications. B. Furnishing, placement and grading, of topsoil for backfilling of planters If required. C. Cleaning ond finish grading of planters areas and planting areas, 3.02 Topsoil: A. Existing on-site soils listed as 'acceptable' under 'Site Grading' speclflcotlon. B. Topsail imported to site for use as fill, backfill in planters ond mounding, shall be sandy textured. Slit plus clay 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 on the saturation e~troct. The sodium absorption ratio (SAR) shall not exceed 3.0 milllmohos per centimeter ot 25 C. In order to ensure conformance, samples of the Imported soil shall be submitted to an 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. Soil test to include analysis ond recommendations. 3.03 Soil Amendments: All soil amendments shall be as specified In the Agronomic Suitoblllty/Fertlllty soils report furnished by the Contractor 3.04 Soil Preparation: All work on Irrigation system shall be complete and Inspected for recommended approval and, fine grading completed, prior to rototilling and prior to soil amendment work. After rough grades hove been established, prepare oil lawn and planting areas by tilling or cross ripping to o depth of 12". All rock and 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, ond rototll In all soil amendments as recommended to o depth of 6". Water area thoroughly ofter rototilllng 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 lbs. of Gro-Power or approved equal. The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil conditions moy change drastically from the time these specifications were developed to the time the actual sell conditioning toke place. Therefore, the Contractor shall obtain his own soils analysis at a rote of one per every 25,000 square feet of planted area. These soil tests shall be conducted by on approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Pre- construction job conference. 3,05 Finish Grading: After rototllling operations are complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be met ofter 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. 3.06 Coordination: Weed abatement work shall be coordinated with the installation of the Irrigation system rototllllng and soil amendment work, ond planting. (See Weed Abatement section), PART 4 TREES AND SHRUBS 4.01 Scope of Work: Provide oil material, equipment, ond labor necessary to install oil trees and shrubs as shown on plans, as reasonably Implied and as delineated in the specifications. 4,02 Products A. Nomenclature -Plant names Indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery Is followed. B. Condition -Plants shall be symmetrical, typical for variety and species, sound. healthy, vigorous, free from plant disease, insect pests, or their eggs, ond shall hove 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 growing at o recognized nursery in accordance with good horticulture practices ond shall be of the size ond caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery slakes 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 lo carry out the intent of the planting plan will not accepted and will be replaced at Contractors expense. E, Sizes of Plants -Shall be as stated on the Pion, Container stock (1-gallon, 5-gollon, ond 15-gallon) shall have been grown In containers for at least one (1) year, 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 Owner and City Inspector, and ore mode at no additional cost to the Owner. Except for authorized voriotlons, oil substitute plant materials shall conform to the requirements of these specifications. G. Plants Not Approved -Plants not approved are to be removed from site Immediately and replaced with suitable plants. The Owner reserves the right lo reject entire lots of plants represented by defected samples, H. Stake all trees, os per details immediately ofter planting to prevent wind damage. I. Plant trees that ore to be located in lawn or ground cover areas after finish grades ore first established and allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. 4.03 Soil Amendments: Soil amendments shell be os recommended in the Agronomic soils report 4.04 Trees Stokes: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information. 4.05 Health ond vigor: palms shall hove straight trunks and possess dork green foliage, showing signs of continued growth and development. Palms shall be free of insects or disease and shall be sprayed ond monitored for oil pests and disease prior to delivery to the site. 4.t» Polm size determination: palm trees shall be ordered according to the brown trunk heights (BTH) shown on plans. Brown trunk heights shall be determined by the following criteria. No other criteria will be accepted as o basis for determination of BTH. It is the contractor's responsibility to convey the intent of this specification to nurseries when ordering palm to insure that they meet this criteria, 4.01 4.00 A. Woshingtonio robusto: Brown trunk height shall be considered the distance from the top of the root ball to the base of the first living frond. B. Woshingtonia filifera: Brown trunk height shall be considered the distance from the top of the root ball to the base of the first living frond, C. Phoenix doctylifera Brown trunk height shall be considered the distance from the top of the root ball to the apical meristem. D. Phoenix conoriensis: Brown trunk height shall be considered the distance from the top of the root boll to the top of the pineapple. E. Chomoerops humilis: Multi-trunked per plant legend and in container specified. Root boll minimum dimensions for Palm follows: A. B. C, Woshlngtonio robusto: 20 ft. BTH-2.5 ft cubed Washingtonia filifero: 20 ft. BTH-3.5 ft. cubed Phoenix dactylifera: Trees shall be os 20 ft. BTH-4 ft. X 4 ft. X 5 ft. deep D. Phoenix: canariensis: no E. Chomoerops humilis: Container specified. Digging requirements: A. Palms shall be dug by equipment limited to the following: backhoe -trencher -hand dug excavation. B. While excavating, root balls shall be intact and in a relatively moist condition. Anti-desiccants such os aerosol pruning point or "wilt proof" shall be applied generously to root hairs and severed roots 3/4" or larger throughout the excavation process. Burlapping of the root moss is required during transport on hauls greater than t O miles or on any palm procured from a sandy soil condition. Shade cloth, 70% screen-grade or better, shall be wrapped around the crown and fronds of all palm trees, for loads traveling greater than 10 miles. 4.~ Pruning procedure: With the use of hand loppers and hand pruning sows, 35% or 40% of palm fronds shall be removed from all palms during the excavation period. Palm fronds shall be tied in on upright position with 2 ply all natural binder twine. Twine shall be tied perpendicular to the palm fronds. Twine is to be applied tight enough to remain tied during all transporting, "healing in" and planting phases of work. 4.10 Disease control: Palm trees may require pesticide applications per the recommendations of the S8Dt.111lpgegriculture Department. All pesticides shall be applied in accordance with the manufacturer's recommendations as well as all local, state and federal requirements for licensing and application. 4.11 Loading of Palms: Palms shall be loaded with hydraulic or conventional cranes. Rigging shall consist of the highest quality nylon slings, When rigging is to be in contact with the trunk surface of palms, 2"x6" number 3 grade or better lumber shall be placed between rigging ond tree surface. Boards shall be situated between the tree and rigging to avoid any possible scars or unsightly abrasions that may be caused by the loading and unloading phase of work. Consideration shall be given in the selection of an adequately large crane to facilitate loading, unloading and setting, This consideration shall vary based on any given site situation and is solely the llobillty and responsibility of the contrator and his subcontractors. 4.12 Transporting of Palms: Trucks hauling palms shall meet oil licensing requirements and abide by regulations goveming any particular region where work is being performed, including, but not limited to, overload permits, over length permits and wide load permits. "Triple stacking" of ony load of palm trees is not acceptable. Truck loads shall conform to the highest standards and shall be acceptable to the the office of Forrest K. Haag, ASLA, Inc. ond the Owner's representative. 4.1:1 Storage, "Healing in" ond protection of Palms: If it is deemed necessary to harvest palms and delay their immediate Installation, palms shall be harvested. loaded, transported, and protected ot o storage site approved by the office of Forrest K. Haag, ASLA, Inc. ond the Owner's representative. Palms shall be stored in on area with a similar microclimate to that of the project site where palms are ta be planted. Palms shall be "healed in" with 100% clean and washed sand backfill. Sand shall be washed concrete or plaster sand. Na beach sand or unapproved type of backfill material shall be considered. Palms shall be unloaded and "healed in" ot the storage site within 8 hours of excavation. A. After palms are backfilled in a 100% washed plaster or concrete sand backfill, they shall remain "healed in" until planted. 8, Palms shall be maintained by the contractor at the storage site and shall include the following fertilization schedule if unplonted for more !hon 60 consecutive days: apply to each tree well three pounds of 16-6-8 n.p.k. granular fertilizer, supplement with iron chelate (sequestrene 138) at the rate of 1 gallons per 100 gallons of water applied as o drench to each tree well. Fertilizer shall be applied sixty days after palms are "healed In." Fertilizers shall only be applied to palms between Morch 1st and September 1st of ony given year. Loading, transporting and unloading practices shall be adhered to as outlined in this specification when handling palms en route to the Lo Gp,sl:jllct destination ond shall be loaded only once prior to arrival at the job-site in Lo Gaeta 4.14 Planting requirements: Planting pits for palm trees shall be a minimum of two feet wider than any side of the root boll, 100% washed concrete sand shall be used os backfill. Trees shall be planted near-vertical and plumbed with the opportunity given for approval by the representative from the office of Forrest K. Hoag, ASLA, Inc. ond/or the Owner's representative after positioning of each tree and palm planting, Sand backfill shall be applied in layers and watered in to allow for settling. High pressure hose and nozzles shall be used to obtain ot least 80% compaction in the planting pits of all palm trees, 80% compaction may be achieved with the assistance of water and pneumatic tampers. Any adjustments necessary to straighten palms due to any site condition shall be mode by the contractor within 12 months after final acceptance of the project at no charge to the Owner. PART 5 GROUND COVER AND BEDDING PLANTS 5.01 Scope of Work: Provide oil materials and equipment and perform all work necessary for ond incidental to instolllng oil ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. 5.02 Bedding Plants: Perennials ond Annuals: Provide healthy container grown plants from a recognized nursery, and of the species ond variety shown on plans. 5.03 Ground Cover: Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well rooted in flats or similar containers. 5.04 Mulch: Mulch: Sholl be of compacted wood chip fiber. Submit sample to City Inspector for approval prior to planting. 5.05 Coordination: A. Do not hove plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist and place In a sheltered location protected from the sun, wind and other damaging elements. B. Soil preparation and fine grading shall be completed ond trees and shrubs installed prior to bedding plants and ground cover planting. FOmE/T K. HAAG. A/LA. 11-K: LAtofCAPE ARCHllKTUJai LAto fl.AN~NG 5.06 Installation: Pion! ground cover and bedding plants In moist soil and space as indicated on plans. Each plant shall be planted with Its proportionate amount of soil so os to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. Regrade planter areas after planting, to restore smooth finish grade and to Insure proper surface drainage. A 4" layer of mulch material shall be spread over the entire planter oreo ofter grade Is estobllshed. 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 final acceptance. PART 6 -WEED ABATEMENT 6.01 Scope of Work: Provide oil material, equipment, and lobar 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 os o Pest Control Operator and o Pest Control Advisor In addition to ony subcontractor licenses that ore required. B, All materials ond methods must conform to Federal, Stale, and Local Regulations. 6.03 Submittal: Prior to the Installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City o list of the weed control materials and quantities per acre intended for Llse in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect ond City doto to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed varieties present. 6.04 Responsibility ond Coordination: A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent Intrusion Into the treated areas and to notify the public. B. No moterlol 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 date of application. 6.05 Non-Selective Herbicides: Non-selective contact herbicide ond/or non-selective systemic herbicides (as recommended by the Pest Control Advisor) 6.06 Selective Herbicides: 6.07 Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) Weed Eradication: If in the opinion of the Pest Control Advisor, perennial grosses and weeds existing in the planting oreos will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. A. Prior to the installation of the Irrigation system remove ond clear oil weeds ond deleterious moterlols from planting areas. Allow herbicide to kill oil weeds, Rake or hoe off all dead weeds to o depth of 1" -2• below the surface of the soil. Physically remove all weeds from the site. "AS-BUILT" u: (" C ,:-, C C C > C. +-c LL / C +- (( C C C tr 1254 N COA/T HIGHWAY LAGUNA 8'AO,. CA 92651 ~ 1949I 376·9066 ~ (949I 376-9067 'f. LIC. #460~ 30SeptOa EXP. DAlt -, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ DATE C' REVIEIJED BY• ,---..----,.------------L----..---.---~---.--------'.:l:.:.NS::;P..:E:.:C:.:T.=□:.:.R _________ _:D.:.;A.:..TE=----1 >- l---l---+-----------1-----+---l---+---I I SHBEET I CITY OF CARLSBAD ~5 i PLANNING DEPARTMENT ~ ~ ::::::==-=============~==~ ... ... PLANTING SPECIFICATIONS ENTRY MONUMENT LA COSTA RESORT & SPA ... Cl 1-... -CARLSBAD. CALIFORNIA l---+----,f------------------+---+---1-----1-----1 ::======:::::::fS.:=~======~~~~====·'.: _AP_P_Ro_VE~DOil::if.in_.~L_J-~~l·rt-•-----q..3o-as::: () DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ASSISTANT PLANNING DIRECTOR OWN BY: __ _ PROJECT NO. CHKD BY; __ _ RVIJD BY• CT-O3-O1 DATE > C. I-~ ORA WING NO.J i::J 02-2»1' c. < PLANTING SPECIFICATIONS PART 7 -LANDSCAPE MAINTENANCE 7.01 Scope of Work: Provide oil materials, labor and equipment necessary for, or incidental to. performing all maintenance requirements as reasonably Implied or as delineated In the specifications Including, but not limited to the following: Maintain oil plants and planted areas. Keep planted areas free of weeds and debris, Prune trees and shrubs, Fertilized all plants and planted areas, Irrigation. Insecticide spraying. 7.01 Palms: 7.02 7.03 7.04 A. Strings should be left tied for approximately 45 days, In windy weather they should be left longer and in hot dry weather they can sometimes be untied sooner. The primary indicator is when the po1ms starts pushing new growth, it should be ready, On Canariensis only untie the tight strings (usually 2) leaving the loose string for approximately 1 month longer. B. All tools used to trim must be submerged in 50% chlorox blPoch for o minimum of 20 min, prior to use ond between every palm, Chainsaws should not be used, due to difficulty in sterlizotion. C. It Is absolutely Imperative ta the re-establishment and therefore health af palms that within the first several years ofter tronsplontlng they ore trimmed very little. D. Remove only the dead, dying, and broken fronds, fruiting structures and associated fruit. Do Not remove any live fronds above the first frond that is parallel with the horizon. Fertilizers: A. Commercial fertilizers 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 b¥ the Agronomic soils report. Available from Gro Power (909) 393- 3744. B. Ammonium Sulfate: Granular form containing not less than 21 % nitrogen and 24% sulfur and shall be registered os an agricultural miner, with the Stole Deportment of A~riculture In compliance with Article 2 -"Fertilizer Materials, Section 1030 of the Agricultural Code. C. Planting tablets o. Grour.d cover: 5 groms with a minimum grade 20-10-5. b. Shrubs ond trees: 21 grams with o minimum grode 20-10-5. BACKFILL MIX: A. Standard backfill mix: use Import l<'P soil, stockpile topsoil, or on site based on the soils report, Bocklill shall i'1clude 1/3 nitrolized redwood, 2/3 native soil w/ 1 yeor "BestPok" fertilizer pockets, Application rote to be per manufacturers recommendotion/specificotion (or obtain soils test and follow recommendations). B. Acid loving plont mix: use import top soil, stockpile topsoil, or on site soil based on the soils report, This mix is for bidding only. See plan for indication of acid loving plant material blend per cubic yard: Topsoil/Impart sail -1 part by volume Nitrolizing organic am~ndment -5 parts by volume Composted leaf mold -4 ports by volume ACCESSORIES: (Where applicable) A. Tree ties: Commercially manufactured ties from black tire casings, cut to a minimum ten-inch ( 1 O") length and held in place by 9 gouge galvanized wire or split plastic hose shall be "cinch tie" or approved equal. B, Tree stakes: Reddy Stake System (888)333-3090 install per manufacturer's recommendations, or approved equal. C. Guy wires: 6-9 g,ouge galvanized wire; not to be spliced, D. Guy wire hose: 3/8" or 5/16" x ,062" wt polyethylene tubing by Word Manufacturing (714) 631-5055. E. Steel guy anchor: 36" long Maxwell or approved equal. Install per manufacturer's recommendotions. F, Root barrier: Copolymer polypropylene, injection molded, ,080 thickness root barrier as monufoctured by Deep Root Corporotion (800)458-7668. Use model no. UB 24-2 adjacent to curbs and paved surfaces, Use model no. UB 36-2 odjocent to garden walls or wrought iron fences. Use model no. UB 48-2 adjacent to retaining walls or b·1ilding footings. See plans and detcils for locations, Install per manufacturer's recommendations. Deeproot or approved barriers ore to be installed per detail provided. All tree species planted within 3' -0" of paving or wall shall require Deeproot barriers~ G. Polyethylene edging: Trex 1 • black or approved equal. (To be installed per detail provided.) Installed per manufacturer's specifications, 7,05 PART 8 8.01 General: Maintenance shall start lmmedlotely ofter landscape Irrigation and planting, Maintain all plants and planted areas on a continuous basis as they are Installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. B. C. D. Irrigation: Operate Irrigation system on on established program to maintain oll plants ond planted areas In o healthy condition. Irrigation system run-off shall be kept to a minimum, Domoge to irrigation system resulting from maintenance ond equipment ond/or maintenance personnel, shall be restored to Its original condition ot no cost to the Owner. Failure of any port of the Irrigation system shall be brought to the attention of the Owner. No repairs other \hon 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 ond not to exceed 10 The Contractor moy elect to remove such concentrations of weeds manually or by an approved herbicide program. Pest Control: Spray oil plants ond planted oreos ot beginning of maintenance 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 disease. Method shall be reviewed by the Owner prior to any oppllcatlons. Pest Control shall Include Gopher control. Pruning: Prune all plants os designated and directed by Landscape Architect, at start of maintenance program and continue ta prune plants as directed or os may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth os necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. ACCEPTANCE OF PROJECT General: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas Is required prior to flnol acceptance of the work by the Owner. The Commencement dote for the maintenance period shall commence upon written approval far all phases of planting lnstollotlon by the Owner. Maintenance period shall be adequate to verify plant characteristics ond establishment, A, Two inspections shall be made that affect the establishment period: The first ofter oil plantings have been completely Installed In 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 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. B, At termination of establishment period all plant material shall be live, healthy, undamaged, and free of Infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made, All areas shall be neatly raked ond free of weeds. fORl<E.IT K. HAAG. A/LA, I~. LANDKAPi; ARCHI=« LAND l'LA,i,JfNG 1254 N. COAfT HK;HWAY LAGUNA BEACH, CA 9265( ~ 1949) 376-9066 f (949) :r/6-9067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE ________ _ REVIE\JED BY• . ,,,;;i, ,,.; . DATE ·cc:- i); " C 0: 'st I"'; ,r. C C 0- '-.. 'st -'-.. 0: C 5 -c "1' G - / ("'; C ·-C ~ C -- C ·-/ a.: > '-- C ,, -'-- ~ C LL / C ~ Lr C C C - ./ -V: ::cs: / V: :::: ,---"T""--r--------------'------,----,---,---.,---,,------L:l;:N,:S_P'-'_E:c._c:._T;.;;_□:.R,::::::::::::::::::::-=.'-'D:.A_T..;E:....--1 ~ 1------t--f-------------+-----t---+----I I SHgEET I CITY OF CARLSBAD ~5 [ PLANNING DEPARTMENT ~ L ~==-'=============~==~ ... PLANTING SPECIFICATIONS :: ENTRY MONUMENT 0 LA COSTA RESORT & SPA :: ~ CARLSBAD. CALIFORNIA Cl APPROVEC1 '>': !l!:J. -/ I '),M_.1, _____ q~-ru::: :> ASSISTANT PLANNING DIRECTOR DATE ~ DATE INmAL DWN BY: PROJECT NO. DRA'MNG NO. C';J L-------------------------------------------------------------------------------------------------'EN:G:1N::;EE~R~o:;:r_w:o:R1<::J.. ___ ;,;R:E,;,V~IS;;,IO:,N~D:,:ES:,C.:,R;,;;_IP_;T,;,IO:,N~---~□::;~;:;=,R.:"-'::;PR;:1:~1::,:::;_~J_~~A~•~~AP:P;::i~1::::;.~J.:;;;~~;;K;;J;;o;;8;;ly;;: •~~~~~;,,;;;;C;;T;;;;;;0;;;3;;;;;0;;;1;;;;;,!t;;0;;;2;;;;;2~1l;;,J S : J ' / ; ' I / I , I I I ~/ // ~/ / ,1"/ , , • .. ,, • •• ► \ \ ', \ \ r f/ ' I/ \ • •• \_\ \\ \ \ ' ' \ -- \ \ ' \ \ \ I \ \ ' \ ' ' \ I \ I I I \ I \ ' \ \ ' ' \ ' \ \ \ \ \ ' -- \ \ \ -- \ \~i\-, \ . ·' \ ', ·. ' , ' , ' ' , , , ~ . . ·', .. \ ·\~:--::-'\ ·~~-_:i~, / / I ' I J e-----... ii!!! -- r ----=~,--~--------------.. l"fl'!' ---: '-c~---c_~-;._-=-~~--/ ---------------------,-! ___ --,--_/-----/--;:··?ii 1-ttl-- ---~:.::..::...::: o"' ---------------------, ,1 -----------------.::::_ --~ ----. ' l ---··· • ----....:~,--__ ~ --.e:. __ l.___ . . . ---;; / / 1; __ , • --='-:.-_---I I w .. __ - -------- ... --------.. -.-.------✓-.. ..!~///-://_, /// / -----------------------UJ ~-----------------f .... ,!:_,//· __ /_.-__ . -_,// ,/, .. ,, _,~--I ---_____ -c..../.....z ,· / / / / / /, .-· / , / ,.-·' -/,.,,,-I ---~--/ /'.<< //--/// --, , ----,-___ 1; ·~ ,/ w • -~--~·:~/<~:'-~/77Lc--------fl---~-------/ /'~ ---------~-~,, /<<-<<</··,:_.·<::,...~;???;~~ ~ •. 15 • ,=--------------------~-,, L0-~---~·-<></> ;(77??-0'7777",,_,___ -----{/----\-----------------. ,_.,_ --• ---------~--' -· ,, /., / / / _. /,, . ,, /,.. -~--,.-...... ~ --.___ I c:c • ----.------.; / ~~--~~/~~-_;//;<< S7'.::~:'~;~;7_~:_~~,_-~~-/--7~-~-~~:_-_-:-,,-=---;::-----:---:~7 -,~--_,_,_..,_.,___ -------_-:>~...._ __ ~l-:e .. -·---.-, ________ ,-/, _,>,,<-<~;<~<>;::':;_,>~_?:~_:~_; __ / __ ~~--:-_--, /, / .---. . ., ' -_;.<<,,_;/~-'_'._,>,,·:_-,-·>,:>,--:_._:_,_-,·::.:~_--,/, // / / --/,-_·c;r-;-·,,---;----;~> / / ,• //-------------:-~_;:r-=·" -~------,,---,--~ ., ---~~-, , -_-__ .:.:_/,-/_-,/_'..// ///_.,< :',/ ____ -' ___ ,_, . ,-. ., / --/ / ,-_, ,· ,-' ,' _,· / ,--· / . ·-; , / .. / ... -----------~ <<>/,--~</_/_/,.•' .. • /,• //,// _._;/, .. >.;'.-·✓<·--·.·>. ------------... -- ---------------------------------- -----------------------------~---------- ---------------- / / _________ FORREST K, HAAG, AJIA, INC lANDJCAPe ARrnllKI\JRe lANDFLANNING 1254 N. COAJT HIGHWAY LAGUNA B!;AQ-1, CA 92651 P, (949) 376-9066 c (949) JJ6-9061 --- I I LIG!-ITING LEGEND KEY - DESCRIPTION TREE UPLIISHT SliSN UP LliSHT PALM TREE LliSHT, (:!) Ll6HT5, TY'lO UP $ ONE DOV'!N MANUF HADCO HADCO HADCO MODEL BCLlb V'!ITH S5 MOUNTIN6 STAKE 12 VOLT, 50 V'!ATT, MRI!? LAMP (BAB V'!FL 40~). V'!AM Ll4 -6 V'!/ Sl MOUNTIN6 STAKE BCLl6-A V'!ITH MC,I-A MOUNT 12 VOLT, 20 V'IA TT MRI I? LAMP (BAB V'IFL 40~). REMARKS REFER TO MANUFACTURER'S SPECIFICATIONS FOR IN5TALLATION, REFER TO MANUFACTURER'S SPECIFICATIONS FOR DETAILS 4 IN5TALLATIONS REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. INSTALL V'!.P. J., QJ5TOM V'!/ POLE LliSHT FIXTURE CONTINUE COSTA DEL MAR ROAD MEDIAN ISLAND THEME LliSHT POLE PER OV'!NER DIRECTION. RECE55ED FOUNTAIN LliSHT PER CONSTRUCTION DETAIL NOTE, Ll6HTIN6 BASE, POLE NAD FIXTURE NOT TO EXCEED 15' ABOVE FINl5H iSRADE PER SD64E LETTER b-21-"il. SCHEMATIC LIGHTING NOTES 1. 2. 3. 4. 5. 6_ 7, 8. 9, The Schematic Lighting plans are for the identification and location of fixtures only. The electrical contractor shall be responsible for the design prov1s1on and installation of all electrical equipment as necessary to insure a complete agency approved installation in conformance with the intention of these schematic documents . The electrical contractor shall be responsible for all permits and any or all shop drawings that may be required to obtain said permits. The contractor shall apply for oil permits and pay for same, 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 . The electrical contractor shall coordinate his work with other trades and install all necessary sleeves, stub-outs, etc. as required. All electrical work shall comply with the local codes and building department requirements. All materials shall be new and bear U.L. labels. Refer to the construction plans for complete description of all related construction improvements . All light fixtures shall be installed per mfg. details and written specifications. The contractor shall verify all 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 damage insurance as required by the owner. 11. The Owner shall decide a!I questions relating to ''interpretation" of the drawings and the acceptable fulfillment of the contract. 12. The contractor shall at replace all damaged of writing by the Owner. al! times protect his work from damage and theft and stolen parts at his expense until the work is accepted in 13, 14. 15. Extreme core shall be exercised in excavating and working near existing utilities contractor shall verify at the location and condition of al! utilities and be responsible for domoge to any utilities. Any wiring that may be shown on the plans is diagrammatically routed for clarity. contractor shall route to avoid conflict with stationary elements in such a manner as to conform with the various details and to utilize irrigation trenches where possible. Electrical contractor shall submit to Owner and landscape architect, a shop drawing indicating hook-up, circuit data, installation details, and switch and timing devices for complete operating system. 5GALE, 1/16" = l'-0" I J .. l 0 I 32 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS-BUILT" TITLE ________ _ DATE REVIE\./ED BY• C s i::: -tj- / ~ C C +-c C '+- \._ C > '--+- C LL / C +-u: C C C / u: c:C / --u: -- INSPECTOR DATE [=====[====r======================~=========[====Jc====c====J====Jr;::==:::::::::;--:=::::::;::::::::;::::::;;::::==:::::::::::;=:;::::::;==:::;::===::;-;::::;::;;;:;;:;;:::;1~ fsHEEil CITY OF CARLSBAD ~ E-t----1-----+----------------1-----11----+----+----1 ~ PLANNING DEPARTMENT ~ E- DAlE INITIAL OATI:: INITIAL DATE INITIAL Et-lGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL :===--============='...=:==~ ... .., LA APPROVED SCHEMATIC LIGHTING PLAN ENTRY MONUMENT COSTA RESORT & SPA CARLSBAD CALIFORNIA ASSISTANT PLANNING DIRECTOR DWN BY: PROJECT NO. CHKD BY: __ _ RV\./D BY, CT-03-01 ... p ... ... () :> C. ~ ~ C. < H -0 L Dl!!T AIL L1!!61!ND ~ LO'JJ VOLT AGE WIRE&, 3 MAXIMUM OUTER CASE OF CONNECTOR &TRIP AND TWIST WIRE& FOR PROPER CONNECTION @CRIMP COPPER SLEEVE INSTALLED WITl-4 RECOMMENDED TOOL @ CONNECTOR INSERT NOTE, FILL CUTER CASE WIT..l SEALER PRIOR TO FINAL ASSEMBLY. WIRE SPLICE 0 0" MIN TRENCHING LEGEND 1. I--IARD5CAPE 5URFAC!:. 2. CLEAN 15ACKFILL AB ~QUIRED, TO BE SET IN 6 11 LIFTS. REFER TO 5PECIFICATIONS FOR SPECIFIC MATERIAL AND COM!='ACT!ON REQUIREMENTS. 3. CLEAN $AND, 4. LATERAL L!NE WITI-I &Lt:EVE. 5,, FRE55URE MAINLINE llJITi--1 SLEEVE. i&,, CQNTROL WIRES .f COMPUTER 1--:A~DU,·ARE tL'IRE SLEE½::. 3 ------@ NOTES. (D &ATURAT:: AND COMPACT BACKFl~L TO 'cl0%. Q) FINl&..l SURFACE. @ NON-PRESSURE LATERAL LINE. @) PRESSURE MAIN LINE. @ DIRECT BURIAL, LOW VOLT AGE CONTROL WIRES, BUNDLE AT 10 FT. 0.C. NOTE, SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS. MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 'cl0%, ALL 5LEE\/E5 TO BE PVC. eCl--l. aei AND TWO AND ONE 1-IAL!= r2v,) TIME& f~E DIA. ct= Ti--lE WORKING FIFI=. CLEAN BACKFILL MAY BE e,us&TITUTED FOR SAND UNDER WALKS. D E LEGEND I, FINl$1-l GRADE i j: §1 2. 10" DIA. ROUND VALVE SOX WITl-l LOC...KINc1 LID ~10 MANUFACTURED 8'1' CARSON INPU&TRIE$. MAR<:CD 11Q,C.1' ON COVER ;,, QU'CK COJPLINC:! VALVE 4. PVC SCI-IM> RISER 5'. t2) PVC &TREET ELL& b. PVC 6Cl-l 8:Z) NIPPLE 2 0 / 1. PVC TEE 8. PVC SCH 40 ELL ~ PVC MAIN LINE ''='· ONE CUBIC FT. OF l/,i" CRU51-!ED ROCK NOTE: l~STALL 6" FRCM NEAREST A9JACENT P4\t'ED AREA QUICK COUPLING VALVE LEGEND L Fl1'J161-l G!RADC 2. PLASTIC VALVE !30X WIT~ LOCKING LID MA'<KED "G.v.•· 3. GATE VALVE 4. ONE CUSIC fT. OF 3/4" CRU51-1ED ~C,CK !>. PVC MAIN L INe b. 6RA55 UN!ON NOTE, I. l"-!5TALL VALVE BOX &UCI-I THAT Tl-IE TOP OF Tl-IE COVER 15 2" .ABOVE Fl'.:'5:..j GRADE IN ~ROUND COVER AR::'AS AND FLUS-I WITi--1 TURf AREA$ 1. PVC SO-I 00 MALE ADAPTOR (2 REQU!REDJ 2. A:...L GATE V.ALVE5 OVER 2" IN 51ZE &~MLL BE BOX I-IANDLE C:sATE VALVES 8. PVC 61--1C W NIPPLE GATE VALVE LEGEND I. CURB, SIDEJJAI..K, ETC. 2. ROUND PLASTIC VAL VE BOX WI LOCKING! TOP <LABELED MASTER VAL VEJ SET I" ABOVE FINISH C:iRADE IN PLANTING AREAS ONL ·c 3. FINISH URADE. 4. COMMON 4ND CONTROL WIRES TO CONTFc:OLLER LOCATION. B. MAOTER VALVE (REFER TO LEGEND). ::I-t •. (~ b. PVC MAINLI\JE. 7. 2 C.F. PEA GRAVEL SUMP. 8. FL/iNGED CON'\ECTION3 (TYP. 2 PLACE5)_ NOTE€> • ALL VALVES TC ee INSTALLED IN 6HRU5 AREA&. A B 2 F M LEGEND L 2" WA-ER METER-120 PSI 2. GATE VALVE 3. BACKFLOW PREVENTCR 4. PRESSURE REGU:...ATING: MA6TER VALVE e,, FLOW SEN50R (IF REQUIRED) rO. QL.: CK COUPLER 7. PRESSURE MNNLINI= L.EADI~ TO PROPOSED '~IC":!ATION SYSTEJ-"'. REFER To PLt.1' FOR CO~RECT &IZINU: 7 NOTE, ALL EQUIFMeNt to !'IE INStALLE? PER CITY OF CARLSBAD LAND6C.4PE MANUAL POINT OF CONNECTION LEGEND Fl'\;i51-l GRADE 2 '-?IP DEV!CE SEE LEC:J?!ND FOR 5PECll=ICATION 3 BRASS BALL VAL '.IE rrp ,--4 BR1\$5 NIPPLES MIN . .:;" TIP. ~ 5RAS~ El.I., 4 Rl=:GUIR!::D 0 3ACKFLOW ENCLOSURE PER LEGEND 7 °RE5SURE ~EGULATOR IF SPECIFIED 8 SRA.55 UNION, 2 REQL.'RED 1 I ~-----, 12 ~ BRASS RISE~& LENG--1---l AS REQ le') PVC MAINLINE TO HASTE~ VALv:: II SCH 80 FVC FcMALE ADAFteR l:2 SCI-I 8-:Z" PVC NIPPLE 0' MIN, 13 PVC HAINLINE -------------@) NOtcS, • !3ACKFLOW SHALL 6E Tl::5TED s-r· A CERTll='E'.J TESTER AND RE6U~ TO MUST BE GIVEN TO H.+E OWNER AND "IH:. WAER DISTRICT PER CITT 6PEC =rcATION6. • PIPE BE7W!:E'-. TH: MCTCR 1\NP BACKFLOW $!--'ALL ec "5ci-:EDULE K ..IARP COPPER" PER CITY SPECIFICATIONS. • INO"t"ALL 0 ER C.M.W.D. &TANDARD DRAWING., W-2@ BACKFLOW PREVENTOR 8 LEGEND L FIN!$1-l GRADE 2. PLASTIC v.AL VE e,ox UJIT'----1 LOCKING; COVER. MARK "R.C.V." AND &T ATION No. ON SOVER LOCATE IN $1-lRU:3 BED. 3 3. 5NAP-TITE E-ECTRICAL CONNECTOR$ 4. P'✓C SCI--I Be'l 1-1ALE ADAPTOR ('2 REGUIREDJ :,_ F'VC &Cl--! 8i:ZI Rl&ER 6 cb b PVC TEE 1. F'VC MAIN LINE 8. ONE CUBIC FT, OF 3~" CRU5!-IED ROCK l~l~ATION LEGsEND (POTA6LE WATER> • Cl 0 l:::s' l2S' 6 0 ~ ~ 8 0 ~ V ., '9 V ... 'V 0 v • v E& ◊ f ~ @ ■ D MFGA10DEL NO. PATTE~ DE5C~IPTION PSI GFM PltAD RAIN611'1:D lu:>6-!:>Q RAIN6 ll'l:D 18/Zl6 -&I-! RAINBll'l:D 18/Zl6-8Q RAIN6I1'1:D 18/Zl6-eT RAIN5I1'1:D 18/Zl6-el-l RAIN6I1'1:D lu:>6-eF Fl:AINelRD lu:>6-100 Fl:AIN5IRD lu:>6-l(!)T RAINBIRD lu:>6-1(!)1-! RAIN5IRD lu:>6-1'1!F RAIN61RD lu:>6-12Q RAIN51RD 18/Zl6-12T RAIN6IRD 18/Zl6-121-! Fl:AINBll'l:D lu:>6-12F RAIN6IRD 1u>t>-1!:>Q RAIN61RD 1e12-!:>Q RAIN61RD le12-!:>T RAIN61RD le12-!'>l-l RAIN61RD 1e1:i-ea RAIN61RD le12-eT RAIN61RD 1&17-&H Fl:AIN61RD Ie,12-eF JC!AINBlRD le12-1'2)Q fltAIN61RD 1&12-1'2)T AAIN61RD 1&12-1~ QTflt 1-!ALF am Tl-!IRD !-!ALF FULL GlTR TI-IIRD 1-!ALF FULL QTR TI-IIRD 1-!ALF FULL QTR QTR Tl-!IRD !-!ALF GlTR Tl-!IRD HALF FULL QTR Tl-!I1'1:0 1-!ALF RAIN61RD 1e12-l,2:IF FULL AAIN61RD 1e12-12a GlTR AAIN61RD 1&12-12T TI-IIRD AAIN61RD 1&12-121-1 1-!ALF 1'1:AIN6IRD I&I2-12F FULL l'l:AIN61RD 1&12-S!'>CST STREAM RAIN6IRD 1&12-14(!)2 FLOOD 6" POl"-UP LOW ANGLE TUf.F 6" POl"-UP LOW ANGLE TUf.F 6" POl"-UP LOW ANGLE TUf.F 6" POl"-UP LOW ANGLE TUf.F 6" POP-UP LOW ANGLE TUF<F 6" f'OF-UP LOW ANGLE TUF<F 6" POP-UP LOl:J ANGLE TUF<F 6" POP-UP LOW ANGLE TUf.F 6" POP-UP LOW ANGLE TURF 30 (!),36 I(!)' 30 0,4e 10' 30 0,12 10' 6" POl"-UP LOW ANGLE TURF 30 1,44 112)' 6" FOP-UP LOW ANGLE TURF 30 0,60 12' 6" POP-UP LOW ANGLE TURF 30 ,8/Zl 12' 6" POF'-UP LOW ANGLE TURF 30 120 12' 6" POP-UP LOW ANGLE TUF<F 30 2,40 12' 6" POP-UP LOW ANGLE TUF<F 30 ll2 1!;' 12" POl"-UF LOW ANGLE SI-IFl:Ue 30 0,112) !:>' 12" FOP-UP LOW ANGLE SI-IRUB 30 0,13 !:>' 12" POP-UF LOW ANGLE Sl-11'1:Ue 30 021 !!>' 12" POP-UF LOW ANGLE SI-IRU6 312' 0.26 8' 12" POP-UP LOW ANGLE Sl-ll'l:U6 30 0~!!> e,• 12" POP-UP LOW ANGLE Sl-ll'l:U6 30 0.!:>2 12" F'Ol"-UP LOW ANGLE Sl-11'1:Ue 12" f'OF-UP LOW ANGLE Sl-11'1:Ue 12" POP-UP LOW ANGLE Sl-11'1:Ue 12" POP-UP LOW ANGLE Sl-!RU6 1,04 0,3'!1 0,!:>2 0,1'!1 10' 10' 10' 12" f'OF-UF LOW ANGLE SI-IRUB :W 1,!!-1 10' 12" l"OF'-UP LOW ANGLE Sl-11'1:UB :W 0,6!'> 12' 12" l"OF'-UP LOW ANGLE 61-!RUB :W 12'.W 12' 12" l"'OF-UF LOW ANGLE 51-11'1:Ue W l,30 12' 12" l"OF'-UF LOW ANGLE Sl-11'1:Ue :W 2.60 12' 12" POP-UP LOW ANGLE 51-!l'<UB W (l),!:>0 !:>' 12" POP-UP LOW ANGLE Sl-ll'<UB 30 12',!>(l) ---FFl:ESSURE MAINLINE IN PLANTEFI: AFl:EA. >4" TO I'~", PVC SCI-! 412', 2" AND LARGER USE PVC CLASS ::Ill>, SEE NOTE 6ELOW, SIZE AS NOTEO ON PLANS, WIRE CONDUIT PVC SCI-I 8/Zl, SEE NOTE BELOW, EXTEND MIN, 12" 6E'T'ONO EDGE OF PAVING, I½" SIZE NON-FFl:EsetJl'l:E LATERAL PVC SCI-! 40 WITl-l PVC SCI-! 412' FITTINGS, SEE NOTE 6ELOW, SIZE AS NOTEO ON PLANS, FIFE SLEEVING PVC SCI-I 9(!), SEE NOTE 6ELOW, EXTEND MIN, 12" 6E'T'OND EDGE OF PAVING • 2½ X PIPE SIZE, .1' Fl:AINBIRD FE6 SERIES Fl:EMOTE CONTROL VALVE • SIZE AS NOTED ~ RAINBIRD 330Ll'l:C, QUICK COUPLIN(l, VALVE-•4" ~ WILKIN& ~ PREee\JRE REGULATOR, &ET AT e,!1, PSI, M NI6CO Tl13 LINE-SIZED GATE VAi.Yi: ~ l'E6CO &2!:>'T' A Fl:EDUCED FFl:ESSURE BACKFLOW PREYl:NTER -1", 18) ~POSED I" WATEFI: METER 6'T' GENERAL CONTRACTOR Yl:Rll''T' LOCATION WIT!-! CIVIL ENGINEER. & JC!AINelRD ESP-32MC AUTOMATIC CONTROLLER IN STAINLESS STEEL PEDESTAL MOUNT ENCLOSURE 6'T' V,l,T/&TlltONG eox, l'tAIN6I1'1:D OR EQUAL, FINAL LOCATION TO eE AFPROYl:D 6'T' OUNEFl:S AFPROYl:D REFFl:ESENTATl\11:. PFl:OVIDE Fl:AINelRD Fl:SD·6EX RAIN SENSOR OEVICE PER MANUFACTURER'S RECOMMENDATIONS, .-----VAL VE AND CONTJCWLLER NUMBER l--'-"--+-_.3..-.5_--G.P,M, TURF-SYSTEM DEe.cRIPTION ~----VALVE 61ZE FORRE/T K, HAAG, AJlA, INC, LAND/CAFE ARC'Hl71:CT\llli; LAND PLANNING 1254 IN. COAfT HIGHWAY LAGUNA BEAQ-1, CA 92651 ~ (949) 376-9066 F, (949) 376-9067 -;.~:;r~1:;,;:,fi~-~ ,-....::. -~.:. NOT!&, LATERAL LIN!, MAIN LINE, WIRE, UNDER YEl-llCLE PAVING -INSTALL PVC 6Cl-l e0 WITI-! 312'" COYER. UNDER F'EOE&TRIAN PAVING -INSTALL FVC SCI-I 412' WITl-l 18" COVER FOR MAINLINE AND Wll'!E, 12" COYER FOR LATERAL LINE, LIC, 14605 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BUILT" TITLE _______ _ REVIEVED BY• DATE r ' . .... a: C 5 T, C C +-c -C 4- / g; '-c > '-+- C LL / C +-v. C C C / er: y / . if C' --.:.t;ff;~'!W/4,~,,-" ,· ~·"'·.J; I ~r •· ... -·. · DATE ,_ INSPECTOR 1------+--+----------+--1---1---1------1 fSHml1 CITY OF CARLSBAD ~5 i L...!!._J PLANNING DEPARTMENT ~ ~ ~==-============='..-=:====; ,-. IRRIGATION DETAILS AND LEGEND ENTRY MONUMENT LA COSTA RESORT & SPA CARLSBAD CALIFORNIA ... ,., Cl .... ,-. Cl _AP_P_Ro_v_E~lll..L-.1£/.L------9:-3:?:::as: > ASSISTANT PLANNING DIRECTOR DATE C. :.= DATE INITIAL DWN BY: ---1 PROJECT NO, DRAWING NO, (::, .__1;;..J_..;S;.;L~E;.;;E;;;.V~IN~G;;;._ _____________ J..:.F.J....;P_R;;_;;;;;E;;;.S~S:.;,._R;;_;;;;;E;;;.G~U;;.;LA;;;;;;;_;.;J";.;l;;.N,;;.G~,;;.M:.;,A;;..;.;;S;;;,,T,;;_;;;;E:.;,R.,;;...V~A.:L:.V.:..:E:L....;c:.J._C~O:..:.N:.T;;.;R~O:..:L~V.:.A.:.L~V..;E:... _________ ,i;;EN~Gl;,;;;NE;;;;,ER.:OF_;W;:OR:IK ___ R.:,EV-IS:.IO;_N_D:.:E.:.SC.:.R-IP_T.:,10-N --~o:~~:;::,T!.::APP:::::1 :A:::;,~~~A:;,:1:.:AP:~R::::::~;.J.,;2;;~;;~;;D B;;;J~;;'_;;_;;_;;_~~C;;;T~0;;3~~o;;,~;;0;;2~2~~ ~ D E • NOTE, CD THRUST Bi__OCK. REFER TO NOTES. Q) COMPACTED SUB-GRADE. @ PRESSURIZED IRRIG.ATiON HAINLINE. @) PRESSURE HAIN LINE. @ PLUG OR CAP. @ANCHOR ROD MINIMUM BACKFILL RELATIVE COHPACTI0'-1 SHALL BE ~0%. INST ALL THRUST BLOCKS ON ALL HAINLINE PIPING 3" AND LARC1ER. ALL PLASTIC FIFE TO BE INSTA.LLED ACCORDING TO Tl-lESE DETAILS UNLESS TOHERWISE NOTED OR DETAILED. THRUST BLOCKS SHALL BE USED ON ALL MAINL'NE 3" AND LARGER IN DIAMETER. ,,..E PORTLAND CEMENT USED FOR THRUST BLOCKS SHALL BE 420-C-2000 CONCRETE. ALL ANCl-lOR RODS Sl-lALL BE GALVANIZED STEEL, t"'.INIMUM 1/2" DIAMETE-s, WRAPPED AROUND FIFE. THRUST BLOCKS SHALL BE SIZED, TAKING INTO CONSIDERATION, FLOW DIRECTIO'I, PIPE SIZE, SOIL BEARING CAPACITY, LATERAL AND HORIZONTAL CONFIGURATION AND '.UATER VELOSITY. THRUST BLOCKS INPUT '1-+ INPUT 4 - INFUT 3 + INPUT 3 - INPUT 2 + INPUT 2 - INPUT I + INf l)T I - MSl2-V'lHT HS-BL Act::: HSll-lr-1-!T SENSOR TI:!<MN.ALOOARD 'F'C,-[)X2S! ., IN~~l[)l::' CONTROLLER . EV-C-AE!-SEN . GABLE DIRECTION OF FLOV'l --------,O f'lt'E OIAMETERS -------- DIMENSION 'A' FLOW DIRECTION INDICATED BY, ALL VIEWS ARE PLAN VIEW UNLESS OTl-lERWISE Sl-lOl\:N. LARGER IN DIAMETER. Flem SENSOR 1---0 PIPE DIAME:TE;:?S DIMENSION 'B' NO VALVES, Rl::DLIGEk'.;,, OR l:LBOV'IS It-I THIS AREA EXAMPLE, 1-"0I< 3" f-LOV'l SEN~OR,DIMENSIOH "A' M'N\MIJM 30" DIMENSION 'B' HINIMlJH 15" Upon completion of the t::,h~&icdl lnetdlldtion of the flow e,ene,or, complete the wiring connection from the flow eensor to the D><2 controller b~ following the procedure below. I. TURN THE FOWER OFF AT T\-JE CONTROLLER 2. At the Flow Sen5or: Connect the BLACK wire of the Flow Sensor to lhe13LACK wire of the "EV-CAB-5EN11 , sensor cab's. Connect the Wf-llTE wire of the Flow Seni:,or to the UJI-HTE wire or the 11Ev-CA6-:SEN", eeneor cab'e. ,.Ue-e the wealher;::,roof connector& pro'✓ided wiih the Flow Sensor to make the splfce. 3. At the controllel, Connect BLACK wire of"EV-CAB-SEN" lo "INPUT I -" of lhs SENSOR TERMINAL BOARD /FC-DX2ST !. Connect Wl-llTE wire of "EV-CAB-SEN" to "NFUT I •" of the SENSOR TERMINAL ElOARD /FC-DX2ST !. 4. Turn POWER ON al the Controller. Si, Set the Rain Master "K" and 110FFSET" values for the Flow Sensor at the controller based on the t~pe and size of the Flow Gene.or lnetallecl. REFER TO THE TABLE PROVIDED WIT\-l THE FLOW SENSOR FOR CORRECT "K" AND "OF•SET" FOR YOUR APPLICATION. RAIN MASTER IRRIGATION SYSTEMS 1&23-103 SURVEYOR AVENUE, SIMI VALLE)', CA S30b3 B0!:>-!:>21-44SB FLOW SENSOR INSTALLATION A B ' " '~-:, ·,. ~ : :r.i.ail'..LBMOIM--W1 .. ., .. r:,"'·t ·,;.:...;~~·,:.:,)bl\l.M¼l&,~~'~:,r;../:.,~\'lj:,;:,:•i.;:;•,!Ml,~,,,-..,~.,;;},:~:wLZ1;fa.\'l~!Z;Jt:,:tii:ttJ!:::iillr~1L~Jiiil,i-WWW~j;)Jt:J¼l~:~':~,.-~1u::~!rultrui.;W:~~;;"'·' __ ,,., .. ,-.-,•--i11.11J11iiilllllllla!ill'lWPlt!""!l)l""ll!"i ----'!ls--..~"1.!'ll,r-1.11!11· .. , .. , -,•----------------•--iii!i'-. L, 1 LEGsEND I. F/Nl6Y C:s~ADE 2. CURB, WALK OR FOUNCATION 3. POP-UP &PRA...., I-IEAD 4. PVC 6CI-I 8!:2' Rl6='.R &. PVC $Cl-I 80 NIPPLE 41' MIN. L, b PVC LATl=RAL L ''.:I= 7. TWO PVC $TREET ELL$ e. PVC ec:-. 40 ELL ':I PVC ll::E POP-UP SPRAY HEAD/ BUBBLER 0 LEGEND CURB, SIDELLIALK, ETC. "· PVC T x T MARL.EX STREET ELL. 2. FINIS.I-I GRADE. 7. SC..,.EPULE 6e,'J PVC NIPPLE - 3. POP-UP ROTOR ~EAD UJIT~ MIN, 10" LONG. ANTI-DRAIN VAl..VE. SET TOF 8 SC.I-I ;3(!) FVC TxT MARLEX CF HEAD 112' ABOVE C:iRADE. STREET £:LL. 4. $CH. 80 PVC NIP='LE ~. 6CI-I. 80 PVC $x5xT TEE, MIN. ;?" LONG!, &. SCI-I. 80 PVC Tx' ELL. 10. LATERAL LIN~ PIPE ANJ 1-=IHINc:i. POP-UP ROTOR HEAD LEGsEND ST AINLE5$ STEEL "5TRONC:i:60X" ENCLCSURE. /N6TALL FER r-' ANU!"ACTURER'6 SPECIFICATIONS 2 RAINBIRJ RSD-BEx RAIN 5ENSOR INST All PER MANUFACTURERS SPECIFICATIONS, 3 l~!C:sAT!ON CONTROLLER 4 U!=! iYP!: eJJITCH WI ON-Ol=F &WITCH & t:;RMINAL 8TRIP AND CoNiROL WIRE& 0 I' PVC ELECiRICAL .SWEEP FOR FLOW &ENSOR W'RES 7 EPOXY 5EALAl'-. T B CONCREiE PAD AS FER CONTROLLER ENCLC&URE MANUFACiURER'& SPECS ~ Flt-.:151--1 C:iRA::iE 10 3" PVC E:....ECTR!C.AL 5WE::P FOR J_OUJ VOI.TAr":i:F CCNTROL IJJIRES 1' I" PVC ELECTRISAL 6WEEF FOR 110 VOL -FOWER WIRES 12 3/4" :X ~6" COPFEFc: U~OUND ROD CONNECT A:3 FER MANUr'ACTURER . oc FOIIREJT ~ HAAG, AILA, It!: LANDKAPi; MCHl1K1\JR, LAND PlANNING 1254 NI. COAIT HIGHWAY LAGUINA B~CH, (A 92651 p, (949) 376-9066 F, (949) 376-9067 UC. 1(605 JOStpto~ EXP. 041[ l~IGATION NOTE& I. MAIN LINE SLEEVE SIZE 61-!ALL !SE A MINIMUM OF TWICE (2><) THE DIAMETER OF Tl-IE PIPE TO 6E SLEEVED, CONTROL WIRE SLEEVES SI-IALL 6E OF SllFFICIENT SIZE FOflt Tl-IE REQUIRED NUMBER OF WIRES. (MIN. 2" DIAMETEl'V. 2. ALL LATERAL LINE PIPING. UNDER PAVING, SHALL 6E PVC &cH. 4'2) PIPE AND SHALL 6E INSTALLED PRIOR TO PAVING, 3. PIPE SIZES SHALL CONFORM TO Tl-JOSE 61-fou.N ON Tl-IE DRAWINGS. NO Sll6STITUTIONS OF SMALLER PIPE SIZES SI-I.ALL 6E PERMITTED, euT Sll6STITUTIONS OF LARGER SIZES MAY 6E APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL 6E REMOVED FROM Tl-IE SITE AT THE TIME OF SAID REJECTION. 4. FINAL LOCATION OF Tl-lE AUTOMATIC CONTROLLER SI-IALL 6E APPROVED 6Y ou.NER'S AUTI-IORIZED REPRESENTATIVE. !>. 12cZ> VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SI-IALL 6E PROVIDED 6Y OTI-IERS. Tl-IE IRRIC1,ATION CONTRACTOflt SI-IALL MAKE THE FINAL CONNECTION FROM Tl-II!! ELECTRICAL SOURCE TO Tl-IE CONTROLLER. 6. ALL SPRINKLER l-lEADS SI-IALL 6E SET l"ERl"ENDICULAl'lt TO FINISH GRADE UNLESS OTI-IERWll'>E SPECIFIED. 1. Tl-II!! IRRIGrATION CONTRACTOflt SI-IALL !=LUSH AND ADJU&T ALL SPRINKLER !-!EADS AND VALVES FOR OPTIMUM COYERAa.E WITI-I MINIMAL OVER&FRAY ONTO WALKS, STREETS, WALL&, ETC. e. TI-115 DE&la.N IS DIAGrRAMMATIC. ALL PIPING, VALVES, ETC. &l-lou.N WITHIN PAVED AREAS ARE FOR DE&la.N CLARIFICATION ONL y AND &I-IALL 6E INSTALLED IN PLANTINC:s AREA& W\-JEREVER P05Sl6LE. Tl-IE CONTRACTOR Sl-lALL LOCATE ALL VALVE& IN 51-11'<1.16 AREAS. '!I. IT I& Tl-IE RESl"ON&l61LITY OF Tl-IE IRRIGrATION CONTi'tACTOl't TO FAMILIARIZE I-IIMSELF WITI-I ALL a.RADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALL&, 5TF<IJCTURE5 AND UTILITIES. Tl-IE IRRIGrATION CONTRACTOR 61-!ALL REPAll'a Oi't REPLACE ALL ITEM& DAMAa.ED 6Y 1-115 WORK. I-IE SI-I.ALL COORDINATE I-IIS UJOl'<K WITH OTHER CONTRACTOR& FOR THI! LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATEl"!ALS TI-IROI.Ja.H WALLS, UNDER ROADWAY& AND l"AVINGr, ETC. hZ), DO NOT WILLFULLY INSTALL Tl-IE SPRINKLER SYSTEM A& 51-iou.N ON THE Dl"!AWINC:sS Wi-lEN IT 15 OBVIOUS IN Tl-IE FIELD THAT UNKNou.N OOSTF<I.ICTIONS, a.RADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST T\-JAT Mia.I-IT NOT I-IAVE BEEN CONSIDERED IN THE ENC:slNEERINGr. SllCI-I 06STF<IJCTIONS OR DIFFERENCES SI-IOULD BE 6ROUGrl-lT TO Tl-IE ATTENTION OF Tl-IE Oll.NER'S AUTI-IOfltlZED REPRESENTATIVE. IN Tl-IE EVENT TI-IIS NOTIFICATION IS NOT PERFORMED, T\-JE IRRla.ATION CONTRACTOR SI-I.ALL ASSUME FULL RESPON5161LITY FOR ANY REVISIONS NECESSARY. 11. ALL SPRINKLER EQUIPMENT NOT OTI-IERWISE DETAILED OR &FECIFIED SHALL BE INSTALLED AS FER MANUFACTUREl't'S RECOMMENDATIONS AND SPECIFICATIONS. 12. ADY (ANTI-Dl'tAIN VALVES) UNITS AS SI-IOU),J IN Tl-II!! DETAIL& ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT eE REQUIRED ON ALL l-lEADS. PRIOflt TO INSTALLATION Tl-IE CONTRACTOR SHALL VERIFY WITI-I Tl-IE ON-SITE ~DES. IP: TI-IERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN Tl-IE \-llGrl-lEST I-IEAD AND LOWEST I-IEAD ON A SYSTEM, THE ADV'& SI-IALL BE INSTALLED Fl:R Tl-IE DETAIL. 13. REl'El't TO SPECIFICATIONS FOR STANDARDS OF MATEl'tlALS AND UJOl'tKMANSI-IIP. 14. LISE POP-UP !-!EADS WITI-I 'SAM' 6UILT-IN Cl-JECK YALVl!:S W\-JE LOW I-IEAD DRAINAa.E MAY OCCUR. I&. LOCATE ALL VALVES IN SI-IF<l.le AREA, &l-lou.N FOflt CLARITY ONLY. IE>. INSTALL RAIN61RD PCS SCREENS IN LIEU OF STANDARD SCREENS TO F'REVENT OVE~PRAY ONTO WALL&, WALKS, EIUILDINGrS, SIGrNS, ETC. 11. REFER TO CIVIL l!!NC:slNEl!!llt PLAN& FOllt Gri'tADINGr AND ANY DRAINAa.E STRUCTURES. COORDINATE LOCATION OF l!'<RICisATION EQUIPMENT WITI-I CIVIL ENGrlNEER INFORMATION. 18. INSTALL POP-UP HEADS WITHIN lcZ> FT. OF ALL PEDESTl'tlAN ue Al'tEAS. 1'!1. INSTALL CI-IECK VALVE& A& NEl!!DED TO PREVENT LOW I-IEAD DRAINAa.E. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE ________ _ REVIEIJED BY• DATE -...... 0: C s C C ' C -C 4-- / (J; > '--c > '--+- C Li_ / C +- lf. C C C / u: ::,:: / u: C' :::i INSPECTOR DATE ~ < fsHEE'il CITY OF CARLSBAD I s~~rs I E-t---+---+----------------1---i-----;-----1----i ~ PLANNING DEPARTMENT E- 1----+---+-------------------t---1r---1---t---t ~ IRRIGATION DETAILS AND NOTES :: ENTRY MONUMENT 0 LA COSTA RESORT & SPA :: CARLSBAD CALIFORNIA Cl _AP_P_Ro_VE~Cztl:l~c._!~ ______ 9--3><).S ~ ASSISTANT PLANNING DIRECTOR DATE C. ~ OWN BY: ---PROJECT NO. DRAWING NO, r. DATE INITIAL DATE INITIAL DATE INITIAL CHKD SY ._. L ______________________________________________ JC::::.J.......!P;.!E::!D~E:::!S::OT,!!A~L:..,!!M~O~U::!N!T.!,_,!C~O::!,!N~T~R~O~L::L::E:.:,R.!..,_..J:E:NG:INE:ER:.;o;;:,F,:wOR:Kl...-....;R,;:E,.;.Vl.:,Sl.:,ON;,;..:D.:,ES:,;C;,,,R,.;.IP-Tl.:,O,.;.N __ ...J.~□T:;HER~A::;:PP;:R□:;vA:;_L~C;:,:,1rv~A::;:PP;:Ro:vAL:;.J.!;R;;V;;IJD;;;;B~i' iiiiii;;.;;.;C;;T;;-_;0.;3~;;,0~f~~0;,;2;;,.-,;ii2~ ~ IRRIGATION SPECIFICATIONS PART 1 GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all 'labor, materials, transportation, ond services necessary to furnish and install the Irrigation System as shown on the Dro wings 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 QUALITY ASSURANCE & REQUIREMENTS A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. B. Manufacturer's Directions: Manufacturer'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 Specifications. C. Ordinances and Regulations: All local. munic'pol and stole lows, and rules and regulations 1overning or relating to any portion of this work ore hereby incorporated into and mode o port 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 some. However, when these Specifications ond Drawings 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 toke precedence .. D. Esplanatlon of Drawings: 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc .. which moy 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., os may be required to meet such conditions. Drawings ore 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 ond architectural features. 2. All work called for on the Drawings by notes or details shall 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 e•ist that might not hove been considered In engineering. Such obstructions or differences shall be brought to the attention of the Landscape Architect. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.D3 SUBMITTALS A. Material 11st: 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 information may be different, the following is o guide to proper submittal format: 11ttm N2, C!t&~rlg:11QD Mgaufa~:turec Model No, 1 2 3 4 B. Backflow Preventer Febco 825Y Automatic Controller Calsen,se ETI-DTR2 Master Valve Cloyvol 136ACSKC-24V 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) ore required as submittal information, 3. The Contractor may submit substitutions for equipment and materials listed on the Drawings by following procedures cs 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 from the site ot his own espense. 5. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings ond Specifications on the basis of the Information or samples submitted. 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplememt the guarantee. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete reccrd set of bluelin,e diozo prints which shall be corrected doily, showing every change from the original Drawings and Specifications and the e•oct 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 o record set. c, 0, E. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets doily os the work proceeds, showing the work os actually installed. For example, should a piece of equipment be installed in a location that does not match the pion, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols os indicated In the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing pion at the proper time. 3. Before the date of the final observation, the Landscape Architect sholl transfer all information from the ·record drawing" prints to city mylar or a new CAO mylar base sheet. Arrangements shell be mode through the city for obtaining city mylar. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C). The mylar "record drawing" pion shall be submitted to the City of Carlsbad for approval prior to the completion of the controller chart. 4. The Contractor shell dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road Intersections, etc., the location of the following items: o. Connection to existing water lines. b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure lines (dimension max. 100' along routing) including all changes of direction. e. Sprinkler control valves. f. Routing of control wiring and locations of all splice bo•es. 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 Landscape Architect shall deliver the revised city mylars (or new mylars) to the City of Carlsbad. Delivery of the mylors will not relieve the Contractor of the responslblllty of furnishing required Information that may be omitted from the prints. Controller Charis: 1. As-bullts drawings shall 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 end shall be the maximum size which the controller door will allow. 4. The chart ls to be o reduced drawing of the actual installed system. However, In the event the controller sequence is 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 o black line or blueline ozalld print and a different color shall be used to Indicate the area of coverage for each station. 6. When completed end approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being o minimum 20 mils. 7. These charts shall be completed and approved prior to 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 moterlol Item Including names ond addresses of manufactures local representatives. b. Catalog and parts 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 ond 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 port of this contract the following tools: a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two (2) four-foot valve keys for operation of gote valves. C. d. 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 Owner ot the conclusion of the project. Before flnol observation con occur, evidence that the Owner hos received material must be shown to the Owner. to the 1.04 1.05 1.06 PART 2 2.01 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 fillings. All PVC pipe shall be transported in o vehicle which allows the length of pipe to lie flat so as not to subject It to under bending or o concentrated e•ternol load at any point, Any section of pipe thot has been dented or domoged will be discorded, and if Installed, shall be replaced with new piping. SUBSTITUTIONS A. If the Contractor wishes to substitute ony equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the following information to the City of Carlsbad for approval: 1. Provide o statement Indicating the reason for making the substitution. Use o separate sheet of paper for each item to be submitted. 2. Provide descriptive cotalog literature, performance charts and flow charts for each item to be substituted. 3. Provide the amount of cost savings If the substituted Item Is approved. B. The City of Carlsbad and the Owner shall have the responsibility In accepting or rejecting any submittal Item as an approved equal to the equipment and materials listed on the Drawings and Specifications. GUARANTEE A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be flied with the Owner prior to acceptance of the irrigation system. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE 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 hos been completed in accordance with the Drawings and Specifications, ordinary wear 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 of one year from dote of acceptance and also to repair or replace any damage resulting from the repairing or reploclng 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 notlce, In the event of our failure to make such repairs or replacements within o reasonable time ofter receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our espense and we will poy the costs and charges therefore upon demand. PROJECT:, ___________________ _ LOCATION: __________________ _ SIGNED: __________________ _ AOORESSED: PHONE: ______ _ DATE OF ACCEPTANCE: ___ _ PRODUCTS MATERIALS A. General: drawings, Use only new materials of brands ond 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 with solvent-welded joints. 2. Closs 315 pipe shall be mode from on NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin 3. 4. 5. 6. 7. specification D1784. All pipe must meet requirements os set forth In Federal Specification PS-22-70, with an appropriate standard dimension (S.O.R.) (Solvent-weld Pipe). Pressure main line piping for sizes 1-1/2" ond smaller shall be PVC Schedule 40 with solvent welded joints. Schedule 40 pipe shall be mode from NSF approved Type 1, Grado 1 PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth In Federal Specification PS-21-70. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure 02466. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of t}'Pe and installation methods prescribed by the manufacturer. All PVC pipe must bear the following markings: a. Manufacturer's nome b. Nominal pipe size c. Schedule or class d. Pressure roting In P.S.I. e. NSF (National Son itatlon Foundation) approval f. Date of estrusion 8. C. E. F. G. H. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when Installed in planting areas. 2. Non-pressure lateral line piping lnstoll0d under paved oreos shall be PVC Schedule 40 with solvent welded joints. 3. Pipe shall be mode from NSF approved, Type I, Grode II PVC compound conforming to 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 same as for solvent-weld pressure main line pipe and flttings as set forth in section 2.01 B of the Specifications. Valves: 1. Ball Valves (1-1/2" and smaller) o. Boll valves shall be a 125 lb SWP bronze valve with screw-in bonnet, nonrising stem, and solid wedge disc. with a stainless steel handle, b. Boll valves shall be similar to those manufactured by Nlbco or approved equal. c. All Boll valves shall be Installed per detail. 2. Gate Valve (2" and larger) a. Resilient Wedge Gate valves shall be epo•y coated cost Iron and equipped with o 2" operating nut. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. c. All Resilient Wedge Gate valves shall be installed per detail. Quick Coupling Valves: 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of 150 P.S.I. 2, Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be os shown on the Drawings. Check Valves: 1, Swing check valves 2• and smaller shall be 200 pound W.0.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or e•ceed Federal Specification WW-V--510, Closs A, Type IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F,1.P, thread Inlet and outlet. Internal ports 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 lo the Valcon "ADV" or approved equol. Control Wiring: 1. E,cept os noted otherwise, connections between the automatic controllers and the electric control valves shall be mode with direct burial copper wire AWG-U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be made with AWG-TW solid copper wire. Pilot wires shall be a different color wire for eoch automatic controller. Common wires shall be white with a different color stripe for eoch automatic controller. Install In accordance with valve manufacturer's specifications ond wire chart. In no case shall wire size be less than #14. 2. Wiring shall occupy the same trench and shall be Installed along the some route os pressure supply or lateral lines wherever possible. 3, Where more than one (1) wire Is placed In a trench, the wiring shall be taped together ot Intervals of fifteen (15) feet. fORi<EJ7f K. HAAG. A/LA. IIC, LANDfC~ AKHITECIURE LAND PLANNING 1254 N. COAfT HIGHWAY lAGWA BEACH. CA 92651 r 19491 376-9066 r. 1949) 376-9067 ' \< I, J. K. L. M. 4, An espanslon curl shall be provided within three (3) feel 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 loid loosely In trench without stress or stretching wire conductors. 5. All splices shall be mode with Scotch-Lok (13576 Connector Sealing Packs, Rolnblrd Snop-Tlle 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. Electric Control Valves: 1. All electric control valves shall be the same size ond type shown on the Drawings. 2. All electric control valves shall hove o monual flow adjustment. 3. Provide and Install one control valve box for each electric control valve. Sprinkler Heads: 1. All sprinkler heads shall be of the same size, t}f)e, and deliver the some 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 hove o screw adjustment. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening In the sprinkler body. 5. All sprinkler heads of the same l}'Pe shall be the same manufacturer. Sleeving: 1. Sleeving under vehicle hordscope or paved areas for mainline, laterals and control wiring shall be SCH 80 P.V.C and burled 30" below grade. 2. Sleeving under pedestrian hardscape or paved areas for lateral lines shall be SCH 40 P.V.C and burled 12.• below grade. 3. Sleeving under pedestrian hordscape or paved areas for mainline and control wires shall be SCH 40 P.V.C end burled 18" below grade. 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. Potable Control Valve Boses: 1. Use 10• • 10-3/4" round bo• for all gate valves. Corson Industries l/910-12B with green bolt-down cover or approved equal. E•tenslon sleeve shell be PVC with minimum size of six (6) Inches. 2. Use 9-1/2" x 16" x 11• rectangular box for all electric control valves. Carson Industries II 1419-12B with green bolt-down cover or approved equal. 3. Use s• diameter • 8-3/4" deep round plastic valve bo• for all quick coupling valves. Corson Industries II 608-12 with green flex-lock cover or approved equal. 4. Use 9-1/2" x 16" x 11• rectangular box for all electric control valves installed within on-grade landscaped areas. Corson Industries # 1419-12B with green bolt-down cover or approved equal, 5. Use 1 o• • 10-1/4" round bo• for all quick coupling valves Installed within on-structure landscaped areas. Corson Industries No. 910-12B with green bolt-down cover or approved equal. "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE. ________ _ REVIEIJED BY• INSPECTOR .-~·-• DATE DATE ~ CITY OF CARLSBAD ~ l----+---+-----------------1---J.---1-----1~--1 L_!!j PLANNING DEPARTMENT ~ ~='..-========================-==~ DATE INITIAL DATE INITJAL DATE INITJAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL LA APPROVED IRRIGATION SPECIFICATIONS ENTRY MONUMENT COSTA RESORT & SPA CARLSBAD. CALIFORNIA J /1,,,. 9-.J::>-o,, ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING N~ CHKD BY: RVVD BY• CT-03-01 02-2 .. ,..:;::: Q_, G tr 1_(: l'r LC C C G ·, -tj- ~ "- ff C :s ,::: -tj- I ,. / rr: C '··-C ~ C --C .,_ / ,i; ' --,_ C ' / C. ~ C LL ./ C ~ l( C C C / V: ::{ / V: ~ 0 C" t\) "1 I ... l\l < E-~ E-... ... ... 0 I-... CJ ~ c.. I- ii. ...... J::i ~ ~ \.'\ c.. < IRRIGATION SPECIFICATIONS ( continued) N. Backflow Prevention Unl1s: 1. Bockflow prevention unit shall be of size and t)IPe Indicated on the lrrigotlon drawings. Install bacliflow prevention units In accordance wilh the Drawings. 2. Wye strainers at bockflow prevention units shall have a bronzed screwed boy with 60 mesh monel screen and shall be similar to Balley #1008 or approved equal. 3. All pressure main line piping between the point of connection and the bocKfiow preventer shall be Installed as required by local code, The Contractor shall verify with the local governing body as to materiel t)IPe and lnstollotlon procedures prior to start of construction. Submit shop drawing for approval. o. Automatic Controller: 1. Automatic contro:ler(s) shall be of size and t)'pe shown on the Drawings. 2. Final location of automatic controller(s) shall be approved by the Landscape Architect and Owner, 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location Is to be furnished by others, The final electrical hook-up shell be the responsibHlty of the Contractor. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure shall be of size and type shown on the Irrigation Drowlmgs and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide ,a base for mounting the automatic sprinkler controller ond terminal strip. PART 3 -EXECUTION 3.01 OBSERVATION OF SITE ICONOITIONS A. All scaled dimensions ,ore approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Carlsbad prior to proceeding with work under this Section. B. Exercise extreme core In excavating and working near existing utilities. The Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. C. Coordinate lnstollatlon of sprinkler materials including pipe, so there shall be no Interference with utllltles or other construction or difficulty In planting trees, shrubs, and ground covers. D. The Contractor shall c,orefully check all grades to satisfy himself that he may safely proceed before starting work on the Irrigation system. 3.02 A. PREP ARA llON Physical layout: B. C. 3.03 A. 1. Prior to lnstallotlon, the Contractor shall stoke out oil pressure supply lines, routing and location of sprinkler heads. 2. All layout shall be approved by the City of Carlsbad, prior to instollotlon. Water Supply: 1. The Irrigation system shall be connected to water supply polnt(s) of connection as Indicated on the Drawings. 2. Connections shall be mode ot the approximate loco\lon(s) shown on the Drawings. The Contractor 1s responsible for minor changes caused by actual site conditions. Electrical Supply: 1. 2. Electrical connections for on y and all automatic controllers shall b,e made to electrical point(s) of connection as Indicated on the Drawings. Connections shall be mode at the approximate locatlon(s) shown on the Drawings. The Contractor is responsible tor minor changes ca,use by actual site conditions, INSTALLATION Trenching: 1. 2. 3. 4. 5. 6. 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 cs noted. Provide for o minimum of thirty (30) Inches cover for for oil Irrigation lines Installed under vehicle paving. Provide for o minimum of twenty-four (24) inches cover for oil pressure supply lines of three (3) Inches or larger In diameter. Provide for o minimum of eighteen (18) inches cover for oil pressure supply lines of two and one half (2½") Inches or smaller Provide for o minimum of twelve (12) Inches for oil non- pressure lines. Provide for o minimum cover of eighteen (18) Inches for all control wiring. 8. Backfilling: 1. The trenches shall not be backfilled until 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 oreos to o dry density equal to adjacent undisturbed soil In planting areas. Backfill will conform to adjacent grades without dips. sunken oreos, humps or other surface Irregularities. 2. A fine granular material backfill will be lnltlolly placed on oil lines. No foreign matter larger than one- half (1/2) Inch In size will be permitted In the Initial backfill. 3. Flooding of trenches wlll not be permitted. 4. If settlement occurs and subsequent adjustments In pipe, valves, sprlnkler heads, lawn, planting, or other construction ore necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backflll Under Paving: 1. Trenches located under areas where paving, ospholtlc concrete, or concrete will be Installed, shall be backfilled with 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 for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in o firm unyielding condition, All trenches shall be left flush with the adjoining grade. The Contractor shall set In place, cop and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks Is done by jacking, boring, or hydraulic driving, but where ony cutting or breaking of sidewalks and/or concrete Is necessary, It shall be done and replaced by the Contractor os o 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. D. Assemblies: E. 1. Routing of sprinkler irrigation lines as Indicated on the Drawings is diagrammatic. Install lines (and vorious assemblies) in such o 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 ossemblles 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 shall be thoroughly cleaned of dirt, dust, and moisture before Installation, Installation and solvent welding methods shall be os recommended by the pipe and fitting manufacturer. 5, On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints, Light wrench pressure is oil that is required. Where threaded PVC connections ore required, use threaded PVC adapters Into which the pipe may be solvent welded. Line Clearance: F, G. H. I. 1. All llnes shall hove o minimum clearance of six (6) Inches from each other and twelve (12) inches from lines of other trades, 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. Automatic Controller Assembly: Install os per manufacturer's Instructions. Remote control valves shall be connected to controller In numerical sequence as shown on the Drawings. 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. Remote Control Valves: 1. Install where shown on the Drawln~s. Where grouped together, allow at least twelve (12) Inches between adjacent valve boxes, Install each remote control valve In a separate valve box. Flushing of System: 1. After oil new sprinkler pipe lines and risers ore In place and connected, all necessary diversion work hos 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 ofter flushing of the system has been accomplished to the complete satisfaction of the City of Carlsbad, J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the Drawings, Sprinkler heads to be Installed in this work shall be equivalent In all respects to those Itemized, 2. Spacing of heads shall not exceed the maximum Indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.04 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. 3. 05 EXISTING TREES 3.06 3.07 Where It Is necessary to excavate adjacent to existing trees, the Contractor shall use oil possible care to ovoid 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 adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be pointed with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-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: B. 1, The Contractor shall flush ond adjust all sprinkler heads for optimum performance and to prevent oversproy onto walks, roadways, and buildings as much as possible. 2. If It Is determined that adjustments In the irrigation equipment wlll 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 ore os required. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days after 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 will be set per manufacturers specification so that each lateral operates ot design pressure. Testing of Irrigation System: 1. The Contractor shall request the presence of the City 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 electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proven watertight 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 backfllled untll It hos been observed, tested, and approved in writing. 6. Furnish necessary force pump and oil other test equipment. 7. When the Irrigation system Is completed, perform a coverage test in the presence of the City of Carlsbad to determine if the water coverage for planting areas is complete and adequate. Furnish oil materials and perform all work required to correct any lnodequocles 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 to the attention of the City of Carlsbad. This test shall be accompllshed 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. ' . ()., c, ,, 0, tr: ,-r Lt. 3.08 CLEAN-UP C C 3,09 Cleon-up shall be mode os 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 \he Owner that the Owner has received all accessories, charts, record drawings, and equipment as required before final site observation con occur. 0, '-.._ 'CJ ~ '-.._ •:7 C 3 -i:: Lt. I"°: / I"°: C ·-C +-- C -C '+- 3.10 SITE OBSERVATION SCHEDULE / A. The Contractor shall be responsible for notifying the City of Carlsbad In advance for the following observation B. c. meetings, according to the time Indicated: 1. Pre-Job Conference -7 days 2. Pressure supply line lns\ollatlon -24 hours 3. Lateral line and sprinkler Installation -24 hours 4. Automatic controller Installation -24 hours 5. Control wire Installation -24 hours 6. Pressure supply line ond lateral line testing -48 hours 7. Coverage test -48 hours 8. Final observation -7 days When observations hove been conducted other than the City of Carlsbad, show evidence In writing of when and by whom these observations were made, No site observations will commence without "As-Built" record drawings. The contractor shall not call for o site visit without • As-Built" record drawings, without completing previously noted corrections, or without preparing the system for said visit. fORRm ~-HAAG, AfLA. INC LANDKAFE ARCHllECTU~ LAND PLANNING 1254 N. COAJT HIGHWAY LAGUNA B~CH, CA 92651 I' 19491 376-9066 c.1949I CS!&-9067 .l0Sept05 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 'I, ,',!' EXP. DATE 'JI. ~ ~ LA (I. .o \_ C -/ \_ +-- C LL / C +-- <f. C ( . - C / (f. ~ / (f. "AS-BUILT" TITLE ________ _ DATE REVIE\,,/ED BY, INSPECTOR DATE ,_ ~ < CITY OF CARLSBAD E- PLANNING DEPARTMENT E-... IRRIGATION SPECIFICATIONS ... ... ENTRY MONUMENT Cl COSTA RESORT & SPA ... ... CARLSBAD. CALIFORNIA a APPROVED\A ~------9-3:>-o.5"' > ASSISTANT PLANNING DIRECTOR DATE C. ::.: DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO.I i::, ENGINEER OF WORK REVISION DESCRIPTION a~: APP::~ ~~: AP;:::~ ~~~D 8{~.---CT-03-0 1 : 0 2-2 ffl c. ._ _________________________________________ J:::::.:.::=.1...._=.=~:.:.:.:~-~::,::;::::;,J..:::.,:::::,:~~~~;;;;_~~~~;;.I< / \ \ \,\ \ \ \ \ \ \ \ \ \ ' \ ' \ \ ' ' ' \\ \ \ ' ' I \ I ' I \ \ \ \ ' I I I I I ' ' ' I I ' ' \ ' I I I ' \ ' \ I ' ' I ' ' ' ' \ I ' \ \ ' \ \ I -- \ \ \ \ \ \ I t \ t \ '~ \ I :SI I ', -\ -- I ' ' I ' \ ' I ' ' I \ I \ \ \ \ I ' -- -------- \ I \ \ \ \ I, \ ' ' ' "··-... __ , _________ - --~- I )-. ,.L---- l --·-.. -· ·----~ -·. -. / --. . _..<,.....__. __ , ___ _ ···--------____ "' ---------------- \ ___ · ------- -----,. - I - ' FORREST K. HAAG, AJlA, INC. LANDJCAPE AROlllECTlJ!lc LAND FI.A"'ING 1254 N. COAfT HGHWAY LAGUNA BtA(H CA 92651 e. (949) 376-9066 S (949) "76-9067 ~s1.i4'.~)tA ,.--: 0 •• _rl•i[?~1J_U.;,! . "'l"";''t C' I I I Llul-lTING LEGEND KEY DESC-RIPTION MANUF MODEL. REMARKS "f' TREE UPLIC,,HT HADC,O BC-L.lb Y'IITH 55 MOUNTIN6 STAKE 1:2 VOL. T, 50 Y'IATT, MRlb L.AMP (BAB Y'IFL 40'), REFER TO MANUFAC-TURER'S SPEC-IFIC-ATIONS FOR INSTALLATION. - 5I6N UP Ll6HT HADC,O PAL.M TREE L.I6HT, HADC-0 (3) Ll6HT5, TV'IO UP i ONE DOl"IN Y'IAM L.I4 -6 1"1/ 51 MOUNTIN6 STAKE ElC-Llb-A Y'IITH MC-I-A MOUNT 1:2 VOL. T, :20 l"IATT MRlb LAMP (ElAEl V'IFL 40'), REFER TO' MANUFACTURER '5 SPECIFICATIONS FOR DETAILS l INSTALLATIONS REFER TO MANUFACTURER'S SPEC,IFIC,ATIONS FOR INSTALLATION. INSTALL l"I.P. A C-USTOM V'I/ POL.I= L.I6HT FIXTURE C,ONTINUE COSTA DEL MAR ROAD MEDIAN ISL.AND THEME L.I6HT POLE PER OY'INER DIRECTION. REC-ESSED FOUNTAIN L.16HT PER C-ONSTRUC-TION DETAIL NOTE, L.I6HTIN6 ElASE, POLE NAD FIXTURE NOT TO EXC-EED 15' ABOVE FINISH &RADE PER SD&4E LETTER b-21-~I. SCHEMATIC LIGHTING NOTES 1. The Schematic Lighting plans are for the idenliricotion and location of fixtures only. 2 The electrical contractor shall be responsible for the design provision and installation of oll electrical equipment as necessary to insure o complete agency approved installation in conformance with the intention of these schematic documents. 3. The electrical contractor shall be responsible for all permits and any or all shop drawings that may be required to obtCJin sCJid permits. The contractor shall apply for all permits and pay for same, 4, The electricnl contractor shall verify exact location (obtain location approval) of all lighting fixtures with the londscape architect and Owner prior to electrical rough-in. 5. The electrical contractor shall coordinate his work with other trades and install all necessary sleeves, stub-outs, etc. 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. 8. All light fixtures shall be installed per mfg. details and written specifications. 9. The contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. 10. The contractoir shall carry all workman's compensation, public liability and property damage insurance as required by the owner. 1 1. The Owner shall decide all questions relating to "interpretation" of the drawings and the acceptable fulfillment of the contract. 12. The contractol" 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 alt utilities and be responsible fo,r damage to any utilities. 14. Any wiring that may be shown on the plans is diagrammatically routed for ck1rity. contractor shall route to ovoid conflict with stationary elements in such a manner as to conform wilh the various details and to utilfze irrigation trenches where possible. 15. Electrical contractor shall submit to Owner and landscape architect, a shop drawing indicating hook-up, circuit data, installation details, and switch and timing devices tor complete operating system. SCALE, I/lo" = l'-0" 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BUILT" TITLE ________ _ DATE REVIE\JED BY• C s --c C C -C L C > '· -C LL / C -lf. C C u: -- INSPECTOR DATE ,--7r-T __________ ...._ ____ r---r--.--,--,-;==::::"'.~::::::::::::=:::::;::::::=:::::;;::::::;::::::::::::::::::::;--;::;;::::::;:;;::::1 ~ ~ CITY OF CARLSBAD ~ E-1-----11----+----------------1----+--+----1---1 ~ PLANNING DEPARTMENT ~ E-:===-============='....=::==~ ,_ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA SCHEMATIC LIGHTING PLAN ENTRY MONUMENT COSTA RESORT & CARLSBAD CALIFORNIA SPA APPROVED ----Y c,, -~~/~ ___ -/' ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. CHKD BY: __ _ RV\JD BY• CT-03-01 ... .. 0 ,_ ,_ i) > C. ,_ ;t. f;i C. <