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HomeMy WebLinkAboutDWG 402-2R; CUP 258C; LA COSTA RESORT & SPA - ARRIVAL/CONF ROOM PLAZA; 01-20CONSULTANTS OWNER'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 MOS CONSUL TING, INC. 79-799 OLD AVENUE 52 LA QUINTA, CA 92253 TEL: (760) 771-4013 CONTACT: CHRIS BERGH VICINITY HAP ABBREVIATIONS <I> FF GF PE TW TF BW TS BS ca FG FS HP LP FL oc ca TG INV BB 00 ,,..,. 1.0S 4:1 DIAMETER FINISH FLOOR ELEVATION GARAGE FLOOR ELEVATION PAD EI.EVATION TOP OF WALL TOP Of FOOTING ELEVATION BOTTOM OF WALL TOP Of STEP BOTTOM OF STEP CATCH BASIN FINISH GRADE FINISH SURFACE HIGH POINT LOW POINT FLOW LINE ON CENTER CATCH BASIN TOP Of GRATE ELEVATION INVERT ELEVATION BOND BEAM ELEVATION DECOMPOSED GRANITE ALIGN GRADIENT IN P£ACENTAGE RATIO: 4' HORIZONTAL DISTANCE PER 11 OF VERTICAL HEIGHT ROGE B GB GRADE BREAK --DIRECTION OF FLOW MATCH LINE LIMIT OF WORK (33.eO) EXISTING SPOT ELEVATION 33.80 PROPOSED SPOT ELEVATION HT HEIGKT BCR BEGINNING OF CURB RADIUS ECR END OF CURB RADIUS TC TOP OF CURB BC BOTTOM OF CURB £J EXPANSION JOINT SJ SCORE JOINT SC SAW CUT R AADIUS ROWD REDWOOO HOR HEADER LA LANDSCAP£ ARCHITECT MIN MINIMUM MA)( MAl<IMUM MJ MASTIC JOINT TYP TYPICAL PA PLANTING AREA F /C FACE OF CURii PA PLANTING AREA @ ATRIUM DRAIN 0 DECK DRAIN m TURF DRAIN ..--31-_, PROPOSED CONTOUR ,--3 V EXISTING CONTOUR DRAINAGE PIPE ------EQUESTRIAN TRAIL -ll--EDGING \ I NOT TO SCALE LA COSTA RESORT¢ SPA ARRIVAL ANO CONF£R£NC£ ROOH PLAZA CARLSBAO,CA PREPARED FOR !<SL 0£V£LOPH£NT CORPORATION 5"0-905" AV£NIOA 8£R.HUOAS LA GUINTA, CA 9225'3 PLAN SHEET KEY CONSTRUCTION PHASING PLAN SHEeTS: 2,7,12,/8 SHEcTS: 3,8,13,1'1 IJ to!OT TO SCALC DECLARATION OE RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT Of THE WORK fOR THIS PROJECT, THAT I HAI/£ EXERCISED RESPONSIBUE CHARGE OVER THE DESIGN OF THIS PROJECT AS OEflNED IN SECTION 8703 Of THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND AND SPEClflCATIONS BY THE CITY Of CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF THE ENI/IRONMENTAL HEALTH IS CONFINED TO A REI/IEW ONLY AND DOES NOT REUE\rf: ME, /IS LANDSCAPE ARCHITECT OF WORK, Of MY RESPONSIBILmES fOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONOmONS OF APPROVAL RELATED TO LANDSCAPING, rORREST I<. 1/AAIJ, A,t..A. INC. lANOSCAPe ARCI//TECTURE /..ANO Pt.ANN/Ni; 12~4 N. COAST 1/1&1/WAY LAGUNA BEACH, CA 12f.5'1 SHEET INOEX SffccT OcSCR! PT!ON I COVeT( SHeeT I PHASING PLAN 2 PLANTING PLAN 3 PLANTING PLAN -, PLANTING OeTAILS PLANTING SPeCIFICATIONS PLANTING SPeCIFICATIONS 7 8 ' IRRIGATION PLAN 11(1(/GATION PLAN IT(RIGATION OeTAILS 10 IRRIGATION SPeCIFICATIONS II 12 13 ,., l'J /f, 17 ,. /'1 20 IRRIGATION SPECIFICATIONS CONS~UCTION PLAN CONSTRUCTION PLAN CONSTT(UCTION OeTAILS CONSTRUCTION OeTAILS CONS~UCTION OeTAILS CONS~UCTION SPECIFICATIONS LIGHT/Ni; PLAN LIGHTING PLAN LIGHTING OETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE, 9/24/03 "AS-BUILT" TITLE _______ _ DATE REVIEIJED BY, INSPECTOR DATE SIGNATURE OF LANDSCAPE ARCHITECT LICENSE NO. DATE t----+--+-----------l---1----1---l---ll SH~ET I CITY OF CARLSBAD fsHITTS7 ;;:::==-==::::::P:::LA:::N::N:::I:::NG:::::::D::E:::P:::AR:::::T::M::E::::NT::===~~==o::::::; REVIEWED BY: ENGINEERING PLANCHECKER COVcR SffccT ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA r=n: CARLSBAD. CALIFORNIA ~===t==~======================j~==j~==i===i==j I "t'!J!RO~ lo·ZCl-a.J DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL ASSISTANT PLANNING DIRECTOR DA TE OWN BY: ___ , CHKD BY: ---I RVIJD BY, PROJECT NO. CUP 2~8C I i - ---- (1) EXISTING GIANT /IIRP If ''J,1___,:·:>X;:Y'I{"~ OF PARAPISE TO REHAiN . • ', ;0 :l,¼J. SYH/IOL • SHRUB EEl ---11 ,,-\ /IOTAN/CAL NAHE HETROSIPEROS EXCcLSUS COHHONNAHE AUSTRALIAN CHRISTMAS nt.ee PHOcNIX PACTYL/FcRA PATE PALM STRELITZIA NIC(>LAI EXISTING TREE GIANT '1RP OF PARAPISE AGAPANTHUS ORIENTALIS LILY OF THE Nil-IS HEHISROCAl-l-lS IIY/IRIP l>AYl-ll-Y ,.HORHIUH TENAX NEW ZEAl-ANP l"l-AX ,-,TTOSPC>RUH PITTC>S,-C>RUH TENUIFOLIUH 'SILVER SHEEN' PRUNUS t:AROLINIANA t:AROLINA l-AUREl. CHERRY STRcLITZIA RcGINAE /I/RP C>F ,-ARAPISE SIZE HULT/--TRUNI< 10' /1.T.H. 14'" IIOX SEE "LAN 48" IIOX F(>R !F GAL- l!F i»AL !F i»AL l!F i»AL l!F G-AL SIZES EXISTING TREES TO REHAIN-PROTECT IN Pl-ACE, EXCEPT NOTEP OTHERWISIS. 18" o.c. 18" o.c. f' C>.C. ,,, o.c. 1' C>C, •• C>.t:. \ I l!lll Ill! I I I I I I I I I I I I I I I ----------'1 .. ,r~;:;-:; .. ;:',S:_,~I ~~ I --T--·ry )) . <--~- I --+---r~: / C(J Ir -~I=--~ ---i .t t-1 L 1· • r-1 • ··--·I fl" . I . -= -=-d --. . J ± --t--+l ---¼'l;~ =~~~~~ - --- -, _ ______, -·----1---1--+---l--_J -~--------· 1-r -5-,· 11· I I / ,,--': . / .. <~ / ,:-__ , --1 · I.............._, I . ·1·· ---~-------_-,, -< I 1 -· _,,....-f/ ' \ , , le 1 -f---1------+-,,,-+-'-+---+---+-+--\·+_•1-"----r""',, I : _,,,...,.,\ I / ( / . /?7,,-~_1_· @ ~--=-y··=~·-=· M¥4•C::·•·~~<~~· 1--c-j,+-~-,--i--~----t,+t---,--7"'-+---i----';/ ' -- ( -.. ,--,J ---,'_c',-L-----'---1-----1-------,,,"' --K~~--}4'-+--~=::'.'.:.L : \ _,,.,;-' \ -~ \;::~J:\ \ . I . . ~ --'--!•, ~+-4-,t,-,f---+--,,1 _,, (f& '\ , · I --~~"/ . • -~ ... \.-, ··• :<1>\i\/ __ _ / I I I -i- _,_ d_~ I -1 I ----; _: --l.... t- . \ ,I I . 06;;/iill,~18•'.l----' VJc,A"'- i 1--•-·-----' I ·' .... l'1"" 1 'i -"" . \,., GROUNOCOVER SYHflC>L /IOTANICAL NAHE L-~ ·•'::'•·I TURF I}( l ANNUALS I I I I I I . I t:C>HHON NAHi! TURF /IY SISA~N SIZE lt.EHAlt.l<S •• C>.t:. TRIANG-UUR Sl'ACING ~~ ' ~1/ I _ l I ~LAN SHEET l<EY , I +----t----1---+- i _r I PLOT DATE, 912-4103 16XISTING SHRUIIS I G-ROUNPt:C>VERS $/;F-PLAN /;XISTING-,.I.ANTS TC> REHAIN- EXCEP'f NOTEO OTHERWISE. F01t.1t6ST I<. NAAa. ASL.A. fNC, LANPSCAl'F: ARCI/ITEt:TUlf.lS LAND PUNN/N/; APPROVED FOR PLANTING "AS-BUILT" VINE ( 1) -t>ISTICTIS /IUt:CINATC>RIA /IL(>C>P RcP A Tlt.UHl'ET VINE CD ( I}-OIST/t:TIS 'RIV/;RS' l'ELARf.C>NIUH ,eLTATUH ROYAL TRUHl'ET VINE l'HC>RHIUH HYll~/0 FLAX l!F G-Al-ATTACH TC> WALL ATTACH TC> WALL- SEE PLAN FOR t.C>CA'f/C>N 0 /0 20 IZ~4 N. t:t>AST 1/lf;I/WAY LAf.UNA BEACH, CA 926'11 ,,,r,4,) 17r""• F,(,o) J7fr,067 <'•rt-i,!f°'!~ . s,;;;:~~t,-~r-r ~ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ______ _ DATE REVIE'w'ED BY, INSPECTOR DATE t---+--+----------+--+--1--1----11 SH:ET I CITY OF CARLSBAD ~ ~==-==:::::::P:::L:::AN::N::::l::::::NG::::::D::E:::P::::::AR::T:::::M::E:::N:::T==:::.!~==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REv1S10N DESCRIPTION aTl-£R APPROVAL CITY APPROVAL PLANTING PLAN ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA 0 \IElt,.,1' -~~,~~~------~~w ASSISTANT PLANNINCi DIRECTOR DATE OWN BY: __ _ CHKD BY: ---1 RV'w'D BY• PROJECT NO. CUP 2!FBC DRAWING NO. ( CLUB HOUSE BUI ING / l!X/STIN!. !./ANT 11/lt.O OF f>Alt.AO/S$ II·+--+ TO/t.EHAIN I I / I EXIST/NI. !./ANT /Jllt.O -~ OF f>ARAOISE TO REMAIN '-----EXIST/NI. CANA/t.Y ISLANO P'INE ANO Glf.OUNOCOVE/t. TO lt.EHAIN \ / ./) ~-~ / . / '" ♦ . a --lt.EHOVE ( I) EXISTIN9 01..EANOER ____,.-l!XISTIN!. IJl/t.0 OF P'Alt.AOISE TO lt.l!HAIN -----\-- \I \ i:1.- ♦ ~---(7) EXIST/Nt. STANOARO OU!iANOER ANO t.lt.OUNf?COVE/f. TO lf.EHAIN I I I ·1---·d \ r, IL---P'ALH LOCATIONS f>Elt. EN!.INEERS STAl<IN!.. TYf>. FO/t.lt.EST /C.. l{AAG, A:!IU, INC. LANOSCAPE ARCHITEit:TURE LAN&> f'l-ANN!Nf; 12~~ N. t:OAST 1(/Gll'W'AY LAt;.UNA BEACH. &A u,,-1 / I / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 PL□T DATE• 9/24/03 /0 "AS-BUILT" TITLE _______ _ REVIE\,/ED BY, INSPECTOR r 20 DATE DATE 1-_•f_lO_f_"_' l---+-"-''_"'_r,_,.,_•1_"''_"'_1_"'0_"_,.,_r..,_,.,_'_'_Yo_u_r_R_.-"'_',_'ON----t-----1---i----t--, I SH;ET I C JTY Q F CARLS BAD ~ ~===-==::::::P::::L::::AN:::N:::I::::NG::::::D:::E:::P::::AR:::T:::M::E:::NT===~~==~ DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPR□VAL CITY APPROVAL PLANTING PLAN ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA RO~A ~~~q~=----=~--I0-2'1-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY: ---1 CHKD BY: __ _ RV\,/D BY• PROJECT NO. CUf> 2~BC DRAWING NO. -2 H J I ·/ZJ' .. L.EC:sEND I. I"'' " )( 14" 1:TE eoL T$ 2. I/a" GALVANIZED CAeLEe (TYi".) ATTACH VINE& TO CA6LEI?, WITH TIE WIRE. 3 WALL/FENCE 4. AMENDED 6ACKl'ILL MIX TO eE OF NATlvE &OIL ONLY !>. PLANT DIRECTLY ADJACENT TO VEl'i:TICAL CRADE 6. &EE VINE !"LANTING DETAIL ESPALIER ON ViALL DETAIL 12 fu Cl X SECTION LECEND I. FALM TRUNK 2. FIL TEF< FA61'i:IC WITH 12" DIA. X 3' DEEF SUMI" MIN. FILLED WITH CLEAN NUF<&Ep;?Y $AND. 3. ROOT CROUN AT OF<IGINAL LINE OF SLOPE e. "'OOT eALL 4.3" DIA SNAI" CAP AT 2" Aeove a.RADE !>. 3" DIA. FVC FIFE. CONNECT TO eue-&U!'<FACE DF<AINAGE, COORDINATE WI CIVIL ENG. FLAN ~-EXISTING &OIL 1/ZJt~~r&.fr~~ILL. &EE IL ORIGIINAL LINE OF SLOl"E 12. SLOFE, TYPICAL <&.WATER 6ASIN 3" MIN. DEl"TH AFTER INITIAL WATERING, 6Y HOSE. FltEMOVE BASIN IN LAWN AREA&. 1. 21 GRAM PLANT TABLET. &EE $FECIFICATION& PALM PLANTING DETAIL -ON SLOPE NOTE LEGIEND I. PALM TRUNK 2. Aeove GRADE lll<fl<IG.ATION eueeLER • RE:1=ER TO 1-IGATION DETAIL& FOR INSTALLATION OF eueeLER 3. 3" DIA. $NAP CAP AT 2" A!!IOVE Gil'tADE 4. 3" DIA. FVC FIFE. CONNECT TO sue-eUl"!FACE DRAINAGE, COORDINATE WI CIVIL ENG. FLAN !>. 4" 6El'1M h. FINISH Gl"ADE 1. le FT. 6TH e. eACK!=ILL MIX fi<EFER TO Sl"ECS. ~ PLANT TAeLETS -SEE &l"ECIFICATIONS 1/ZJ FILTER FA6~1C 11. COMPACTED SU~E 12. 12" DIA. X 5' DEEi" SUMI" MIN. FILLED WITH CLEAN NUR&EF<Y SAND. 13. ROOT eALL 14. SEE SPECIFICATIONS FOi'< TYING FFltOND& AND SKINNING, TRUNKS CONTRACTOR SHALL !"LACE PALM Tl'l1UNK IN l=XACT CENTER OF TREE Wl=LL REFER TO IRRIGATION FLAN& TO COORDINATE INSTALLATION AND NUM6ER OF 1-IGATION eueeLEFlte LANDSCAPE ARCHITECT TO AFl"ROVE HEIGHT AND LOCATION OF PALMS PRIOR TO PLANTING PALM TREE ROOT !:!,AL.LS VARY PER TYPE OF PALM AND SUFFLIEF< OF T1'!1:&. CONTRACTO~ &HALL VERIFY ROOTBALL SIZES AND PIT REQUIFltEMENTS FF<IOR TO DRAINAGE SYSTEM OR SUMI" INSTALLATION. PALM PLANTING DETAIL NT& F NT& SECTION 3 X WIDTH OF F<OOTeALL L.EC:sEND I. I!> CAL. VINE 2. WATEF< 6Al?,IN 3" MIN. DEPTH 3. i"INll?,H Gl'i:ADE. 4. AMENDED eACK!=ILL MIX TO eE OF NATIVE' SOIL ONLY NOTE Tl'i:AIN VINE TO FENCE I WALL A& INDICATED ON FLAN !>. 21 GRAM PLANT TA6LET -&EE $FECIFICATION& 6. EXISTING &oil 1. i'i:OOT i!!>ALL VINE PLANTINcS, DETAIL l"REVAILING WIND 0 FLAN N.T.S. 0 $ECTION LEGEND II 1. rib:·r'Wi.~~J"tt?~&lffK NO. 2 · ~1ter~*JW~ ;.l<tr• 3. ~8~CROWN AT OF<IGINAL LINE OF 4· ~l1@1~wFJt1~1=,~~ !>. ROOT l!IALL 6. ~1,.,~c!A~~S T A6LET. &EE 1. ROOT 6ALL e. EXISTING SOIL ~-t~~~~rfA-rf~~ILL. SEE 1/ZJ.ORIGINAL LINE OF &LOFE IL 2d &LOPE, TYPICAL TREE PLANTING DETAIL -ON SLOPE &ECTION • • D D • • • • • PL.AN • L.EC:sEND I. PLANT MATERIAL 2. 2" DEEP MULC!-l 3. FINISH Gl'i:ADE 4. AMENDED e.ACl<FILL MIX TO ee OF NATIVE SOIL ON!. Y !>. EDGE OF FAYING. WALK, WALL OR CURB b. 1/2 D, UNLESS OTHEl"WISE NOTED. NOTE LOCATE PLANT& SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOlLN . D -AS NOTED ON FLAN OR LEGEND GROUND COYER I SHRUS DETAIL NT& NT& NT& D CANOl"Y T1'1:E LEGIEND I. F<OOT i!!>Afl<!lii:IER, COFOL YMER FOL Yl"F<OFYLENE. INJECTION MOLDED . /ZJW THICKNEI?,& l'i:OOT eA-IEl'i: A& MANUFACTURED 6Y DEEF ROOT CORFOF<ATION (13/ZJ(Z)) 4!>13·16E>a. /&EE SPECIFICATION&> 1?,U6MIT &AM1"'LE TO CITY IN5FECTO"' FOR A~OVAL l"F<IOR TO INSTALLATION. IN&T ALLATION. ROOT BARRIER DETAIL 3 X WIDTH FLAN 2. CONC1'1:TE WALK, !!IUILDING WALL, GAl=<DEN WALL, cu~. OR OTHEl'l1 HARDSCAl"E FEATURE . OF RCOTe LL L.EC:sEND I. I OR !> GAL. &HRU6 2. WATER 6A&IN 3" MIN. DEPTH 3. i"INll?,H ~E. 4. AMENDED eACK!=ILL MIX TO eE OF NATIVE SOIL ONLY 5. 21 Gil'<AM Fl.ANT TA6LET -&EE SPECIFICATION& <&. EXISTING, SOIL 1. ROOTBALL SHRUB PLANTING DETAIL Fe>1'1U!'JT I(, 1/AAt;, ASLA, INC. LANPSCAPE A1'.CI/ITECTU1'E LANO PLANN/Nt; l2'i4 N. C<>AST 1//t;I/WAY LAf;.UNA BEAC/1, .CA tz,,1 P, (949) J7o-to,t, F, (Ht) 37frf067 f(~llyt~ NT& NT& FL.AN II L.EC:sEND 1. eox Tl'l1EE 2. l'<EINFORCED FWeeEl'i: HOSE TIE WIT!-1 ~ CAUCE Ulll'<E 3. WATER eA&IN 3" MIN. Dl=FTH AFTl=R INITIAL UIATEF<ING e,y HO&E. REMOvE !!IASIN IN LAWN AREA& 4. CUY A& Jl<EQUIRED TO &UFFORT TREE /3 MIN.>. ADDITIONAL OOY& Ai?, DIRECTED 6Y LANDSCAPE Ai'i:CHITECT !>. 1/2" FVC $LEEvE ! X WIDTH ROO 6. FINl$H GRADE 1. $TEEL G,UY ANCHOR 3-&" LONG MAXWELL OR EQUAL e. 21 GRAM !"LANT TAeLET. &EE SPECIFICATIONS ~-EXISTING SOIL l,Z,. AMENDED 6ACKFILL MIX TO !!IE OF NATlvE &OIL ONLY II. ROOT 6ALL A TREE PLANTING DETAIL -TRIPLE GUY l"l@VAILl1'4a, WIND 0 ~ 0 i ' ;- i ' "' . t .. l: 4 --1,CC" LEGEND -i 1,;,1111;111-1111;;1 ✓ 3XWIDT'4 e, ~ OI' l"tOOTISALL l ~eel!!JII< >IOM! AND 211) GAi k:;!! GALV. WIJll<E. STAPLE WIJll!E TO T1't1!I! &TAKE 2. 2•• X Jlf)' LODGE f'OI..E PINE &TAKE. KEEP CLEAllt OF Jll<OOT l!AI.L. eee ePECIFICATION& 3. WATEJII< l!A&IN ~" MIN. DV'TJ.1 APTEllt INITIAL WA TEJll<ING IS'!' 1,oee. Jll<EMOVII ISASIN IN LAUN AJll<EAS AND A& DIJll<ECTED e'!' LANDSCAPE AJll<C1"IT!!CT 6 TREE PLANTING DETAIL 4. FIN16'4 GIRAD!! !'. 21 GRAM PLANT TAISL!!T. HE 5f'ECIFICATION6 6. !IIOOT !SALL i. AMENDED J!ACl(FILL. 51!!1! 6PECIFICATION6 &. EXISTINa. &OIL DOUBLE STAKE PL□T DATE, 9/24/03 , APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS-BUILT" TITLE _______ _ REVIEWED BY• INSPECTOR NT& NT& DATE DATE t---t---+------------+--+-----1t----+--I I SH!ET I CITY OF CARLSBAD ~ ~=='..:::==P::L::A::N::N::IN::G:::::::D::E::P::AR::T::M::E::N::T==:::::.:L_:'.:_j==::::: DATE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPR□VAL CITY APPROVAL PLANT/Nt; ()£TAILS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA ASSISTANT PLANNING DIRECTOR OWN BY: ---PROJECT NO. DRA'MNG NO. CHKD BY: __ _ RV'wD BY, PLANTING SPECIFICATIONS PART 1 -GENERAL 1.01 Scope of Work: Contractor shall provide all materials, labor and equipment incidental to ond necessary for completing ell work, as Indicated on the drawings, as reasonably Implied, or as delineated In the Specifications as follows. 1. 02 Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed In accordance with the lows of the State of California. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers expected to be employed during the course of construction. C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shall be determined by Owner. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect end City to give starting and completion dotes. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. 1.04 Responsibilities and Coordination: A. Permits: The Contractor shall obtain and pay for all permits and Inspections required by governing authorities for the work to be performed. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location· and depth of oil underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay all cost Incurred for all temporary utilities such as water, electrical power and 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, and Elevations: The Contractor Is responsible for establishing all surveys, reference points and elevations required by him, and shown on plans for proper execution of site construction. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. 1.05 Defective and Unauthorized Wark: All work which is determined by inspection to be defective In its construction or deficient In any of the requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and Owner. 1.015 Inspections: The Contractor shall arrange for Inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily In this order. Only the inspection pertaining to the project scope of work will apply: Rough Grading. Drain Lines and Catch Basins. Irrigations (main line pressure, coverage & system operations test). Soil Preparation and Finish Grading. Plant Material (delivery & placement). Substantial Completion Inspection (at completion of landscape Improvements) - 7 Days. Final Inspection ( after maintenance period) - 7 days. The contractor shall arrange a Preconstructlon job conference with the Landscape Architect and City a minimum of seven (7) days prior to the beginning work. 1.07 Guaranties: A. Plant Materials: All trees, shnubs, ground cover; bedding plants and lawn shall be guaranteed from dote of final acceptance of landscape construction for periods cs follows: Trees 24" box & larger = 1 year Trees 15 gal. & smaller - 1 year Shnubs All sizes = 120 days Ground Cover = 120 days Bedding Plant = 120 days Lown ( sod) = 120 days Lawn (seed) -120 days from first mowing Guarantees begin ofter the project acceptance by City and ot the end of the 180-dcy maintenance period. Landscape Contractor shall replace and plant all materials which hove died within the time span stated above, at no cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material is not replaced and planted within the 5 day period, Owner may replace dead material with new material and charge the Landscape Contractor for all expenses Incurred. 1.08 Material and Labor Releases: Upon completion of the work, the Contractor shall present to the Owner, signed copies of all labor and materials releases for all work performed under Site Development. 1.og Disposal and aeon-up: Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, end legally dispose of It. During the course of the work, remove surplus materials from the site and leave premises In a neat and clean condition. Cleon up and remove ell remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the Owner. PART 2 -EXECUTION 2.01 Protection: Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bore root stock shall be separated and heeled-In, In most earth or other suitable material until planting. Balled and burlapped plants shall hove root boll covered with moist sawdust, wood chips or other suitable material until planting. 2.02 Installation: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: Native, On-Site Soll with rock no greeter than 1• In diameter Gro Power Plus, 5-3-1 0 15 lbs/cy Iron Sulfate O 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Solis Test.) After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water-In and establishment. Prior to Installation of turf and from around trees and shrubs. prior to City acceptance. ground cover, remove water basins Berms In turf areas to be removed PART 3 SOIL PREPARATION AND FINISH GRADING 3.01 Scope of Work: A. Provide all materials and equipment, end perform all work necessary for and lncldental to the soil preparation and finish grading of all planting and lawn oreos os shown on plans, as reasonably Implied, or as delineated In the specifications. B. Furnishing, placement and grading, of topsail for backfilling of planters If required. C. Cleaning and finish grading of planters areas and planting areas. 3.02 Topsoil: A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. B. Topsoil imported to site for use as fill, backfill In planters and mounding, shall be sandy textured. Silt plus cloy content of this soil shall be no greater than 15" by weight. The boron content of this soil shall be no greater than 1 port per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 mllllmohos per centimeter ct 25 C. In order to ensure conformance, samples of the Imported soil shall be submitted to on agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior ta use. Result of testing to be delivered to City for approval. Soll test to Include analysis and recommendations. 3.03 Soll Amendments: All sell amendments shall be as specified In the Agronomic Suitability/Fertility soils report furnished by the Contractor 3.04 Soll 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 have been established, prepare oil lawn end 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 ore to be sodded, In which all rock and debris more than 1" In diameter shall be removed. Apply , spreed, and rototll In all soil amendments as recommended to a depth of 6". Water area thoroughly ofter rototilllng ls complete. Incorporate evenly Into the top 4" to 6" the following for each 1,000 square feet of planting area: 4 cubic yards of nttrollzed Redwood or Fir shaving or equal. 200 lbs. of Gro-Power or approved equal. The above soil conditioning ore minimal qualltles only end should be used only for bidding purpose, because soil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take 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 end City. Copies of the soll test to be provided during the Pre- construction job conference. 3.05 Finish Grading: After rototilllng operations ore complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 3. 015 Coordination: Weed abatement work shall be coordinated with the Installation of the irrigation system rototilling and soil amendment work, and planting. (See Weed Abatement section). PART 4 TREES AND SHRUBS 4.01 Scope of Work: Provide all material, equipment, end labor necessary to Install all trees end shrubs as shown an plans, cs reasonably Implied and as dellheoted 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, and shall hove healthy, normal root systems, well-filling their container, buy not to the paint of being root bound. Plants shell not be pruned at anytime, and In no case shall trees be topped. C. Trees and shrubs shell be growing at a recognized nursery In accordance with good horticulture practices and shall be of the size end caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stokes and ties from all plant material prohibited until the approval of the Landscape Architect or City. D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the planting plan will not accepted and will be replaced at Contractors expense. E. Sizes of Plants -Sholl be cs stated on the Plan. Container stock (1-gollon, 5-gollon, end 15-gollon) 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 end City Inspector, end ore mode at no oddltioncl cost to the Owner. Except for authorized variations, all 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 to reject entire lots of plants represented by defected samples. H. Stoke ell trees, as per details immediately ofter planting to prevent wind damage. I. Plant trees that are to be located In lawn or ground cover areas after finish grades are first established and allow at least 7 calendar days prior to Installation of said lawns or ground cover to provide far thorough watering of trees. All plontlng holes shall be excavated as defined on appropriate details. 4.03 Soll Amendments: Soll amendments shall be as recommended In the Agronomic soils report 4.04 Trees Stakes: Tree stokes shall be lodge pole pine tree stakes. See tree stoking detail on plans for further information. 4.05 Health and vigor: palms shall hove straight trunks and possess dark green foliage, showing slgns of continued growth and development. Palms shall be free of insects or disease and shall be sprayed and monitored for all pests and disease prior to delivery to the site. 4.06 Palm 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 a basis for determination of 8TH, It is the contractor's responsibility to convey tho Intent of this specification to nurseries when ordering palm to insure that they meet this criteria. 4.07 A. Woshingtonia robusto: Brown trunk height shall be considered the distance from the top of the root boll 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 boll to the base of the first living frond. C. Phoenix doctylifero Brown trunk height shall be considered the distance from the top of the root boll to the apical meristem. D. Phoenix conariensis: Brown trunk height shall be considered the distance from the top of the root boll to the top of the pineapple. E. Chomaerops humilis: Multi-trunked per plant legend and In container specified. Root boll minimum dimension■ for Palm Trees shell be as follows: A. Wo•hlngtonla robusta: 20 ft. BTH-2.5 ft cubed Woshingtonlo filifera: 20 ft. BTH-3.5 ft. cubed Phoeni• doctylifero: 4. ,0 4.11 4.12 4.13 4.14 Pruning procedure: With the use of hand loppers and hand pruning ■aw■, 35!1: or 40!1: 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, "heeling in" and planting phases of work. Disease control: Palm trees may require pesticide applications per the recommendations of the San Diego County Agricultura Deportment. All pesticides shall be applied in accordance with the manufacturer's recommendations as well as oil local, state end federal requirements for licensing and application. Loading of Palms: Palms shall be loaded with hydraulic or conventional crones. Rigging shall consist of the highest quality nylon slings. When rigging is to be in contact with the trunk surface of palms, 2"xe• number 3 grade or better lumber shall be placed between rigging and tree surface. Boards shall be situated between the tree end 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 on adequately large crane to facilitate loading, unloading and setting. This consideration shall vary based on any given site situation-and is solely the liability and responsibility of the contrator end his subcontractors. Transporting of Palms: Trucks houling palms shall meet all ncensing requirements end abide by regulations governing any particular region where work is being performed, including, but not limited to, overload permits, over length permits and wide load permil9. "Triple stocking" of any load of palm trees is not acceptable. Tnuck loads shall conform to the highest stondords and shall be acceptable to the the office of Forrest K. Haog, ASLA, Inc. and the Owner's representative. Storage. "Heeling in" end protection of Palms: If it is deemed necessary to harvest palms end delay their Immediate installation, palms shall be harvested, loaded, transported, end protected at a storage site approved by the office of Forrest K. Haag, ASLA, Inc. and the Owner's representative. Palms shall be stored in on area with a similar microclimate to that of the project site where palms ore to be planted. Palms shall be "healed in" with 100% clean and washed sand backfill. Send shall be washed concrete or plaster send. No beach sand or unapproved type of backfill material shall be considered. Palms shall be unloaded and "healed in" at the storage site within 8 hours of excavation. A. After palms ore backfilled in a 100% washed plaster or concrete sand backfill, they shall remain "healed in" until planted. B. Palms shall be maintained by the contractor at the storage site and shall include the following fertilization schedule if unplanted for more than 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 rote of 1 gallons per 100 gallons of water applied as a drench to each tree well. Fertlllzer shall be applied sixty days after palms are "healed in." Fertilizers shall only be applied to palms between March 1st and September 1st of any given year. Loading, transporting and unloading practices shall be adhered to as outlined in this specification when handling palms en route to the La Costa project destination and shall be loaded only once prior to arrival at the job-site in La Costa. Planting requirements: Plontlng pits for palm trees shell be a minimum of two feet wider than any side of the root ball. 100% washed concrete sand shall be used as backfill. Trees shall be planted near-vertical and plumbed with the opportunity given for approval by the representative from the office of Forrest K. Haag, ASLA. Inc. and/or the Owner's representative ofter 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 at least 80% compaction in the planting pits of all palm trees. 80% compaction may be achieved with the assistance of water end pneumatic tampers. Any adjustments necessary to straighten palms due to any site condition sholl be made by the contractor within 12 months after final acceptance of the project at no charge to the Owner. 5. 06 In stall atlon: Plant 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 as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. Regrade planter areas ofter 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 area ofter grade Is established. Watering shell 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 -\\£ED ABATEMENT 6.01 Scope of Work: Provide ell material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably implied, and as delineated In the specifications. 6.02 Quality Assurance: A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor In addition to any subcontractor licenses that ore required. B. All materials and methods must conform to Federal, State, 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 a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials end methods with the Intended planting and seed varieties present. 6.04 Responsibility and 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 material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more then 10 days from date of application. 15.05 Non-Selective Herbicides: Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor) 15.015 Selective Herbicides: 15.07 Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) Weed Eradication: PART 5 GROUND COVER AND BEDDING PLANTS 5.01 5.02 Scope of Work: Provide all materials and equipment and perform all work necessary for and incidental to Installing all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated In the specifications. Bedding Plants: Perennials end Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on plans. If In the opinion of the Pest Control Advisor, perennial grosses and weeds existing In the planting areas will require control prior to removal, spray these oreos per Pest Control Advisor's recommendations. A. Prior to the Installation of the Irrigation system remove end clear all weeds and deleterious materials from planting areas. Allow herbicide to klll all weeds. Rake or hoe off all dead weeds to a depth of 1" -2" below the surface of the son. Physically remove all weeds from the site. 5.03 Ground Cover: Ground Cover: Provide ground caver of the species shown on plans. Ground cover shall be established and well rooted In flats or similar containers. 5.04 Mulch: Mulch: Shall be of compacted wood chip fiber. Submit sample to City Inspector for approval prior to planting. Install 3 thick layer of mulch in all non-turf plont,ng areas less fhan 3: 1 slope. 5.05 Coordination: A. Do not hove plants delivered to the Jab site until site conditions are reedy for planting. If planting ls delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements. B. Soll preparation and fine grading shell be completed and trees and shrubs installed prior to bedding plants and ground cover planting. F01'1Ui5T /<., I/AA•. ASLA, INC. LANO SCAPE A'/t.CII/TfiCTU1'E LANO ,,,LANNING 12~4 N. COAST /I/QI/WAY lAGIJN,4 BE-1&.ff, CA 92,§ I PJH<) 37'--• F,(H1) ,1,-9061 ,C'·l(,;,~:2,·'.,',___ '1f.. i¾;,/ti1;¥71~ UC. f'IG05 30Septo3 EXP, DAif ~--,-..1,fr-- \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE, 9/24/03 "AS-BUILT" TITLE ________ _ REVIE'wED BY• INSPECTOR DATE DATE B. C. D. E. 20 ft. BTH-4 ft. X 4 ft. X 5 ft. deep ~ Phoenix canariensis: no SH;ET CITY OF CARLSBAD ~ Chamaerops humilis: ~======t====j====================================1=====j=====1=====jt===j PLANNING DEPARTMENT v Container specified. r 4.08 Digging A. 8. requirements: Pl.ANTING SPECIFICATIONS Palms shall be dug by equipment limited to the following: backhoe -trencher -hand dug excavation. ARRIVAL/CONFERENCE ROOM PLAZA While excavating. root bolls shall be Intact and in a relatively LA COST.' A RESORT & SP'-' moist condition. Anti-desiccants such as aerosol pruning .a .a point or "wilt proof" shall be applied generously to root heirs l----+--+------------------1----1---1---+----I ~ CARLSBAD-CALIFORNIA and severed roots 3/4" or larger throughout the excavation process. Buriapping of the root moss is required during r:>~, /~J transport on hauls greater than 10 miles or on any palm ASSISTANT PLANNING DIRECTOR DATE B. Construction Materials: The contractor shall guarantee all procured from o sandy soil condition. Shade cloth, 70% workmanship and materials for all site development, for a screen-grade or better, shall be wrapped around the crown DAlE INITIAL DAlE INITIAL DATE OWN BY: PROJECT NO. DRAWING NO. l---------per-io_d_o_f_o_n_e_ye_o_r_fr_o_m_d_a_t_e-of_fi_,n_o_l _a_c_c_ep·t·a·n·c·e·o·f-p-ro-j-ec-t-._--------------------------------------..:a.::n.d~f:::ro:n::;d.•_of-o-ll-pa-l-m-tr-e-es-,_fo_r_lo-a-d-s-t-ro-v-e-li-ng_g_r.•a_t_e_r_t_h_a_n ____________ ..Ji:;;;;;;;.;,;.;,;:,;;;J,.. ____ R_E_V!_s_1o_N __ D_E_s_c_R_1_P_T_1o_N ____ .J.::;~:;:;:;:;..1.,.:;:,;.:.;:;IN~ITl;Al:;.1;C;;H;;K;;D;;;;B;;Y;:;_;._;._;.;._;._;.!. ..... C.U·l"-2·,.·8·C--;;;;!;;;,..~4-,·.~i•,dlf:._;91;,I~, 1 O miles. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV'w'D BY, ~ PLANTING SPECIFICATIONS PART Z LANDSCAPE MAINTENANCE 7.01 Scope of Work: 7.01 7.02 7.03 Provide all materials, labor and equipment necessary for, or Incidental to, perfonmlng 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. Palme: 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 palms starts pushing new growth, it should be ready. On Conorlensls 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 bleach for a minimum of 20 min. prior to use and between every palm. Chainsaws should not be used, due to difficulty In sterllzatlon. C. It is absolutely imperative to the re-establishment and therefore health of palms that within the first several years after transplanting 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 ls parallel with the horizon. Ferttlizers: A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, ond 12-8-8 Gro-Power Controlled Release Nitrogen, a• designated herein, or approved substitute as required by the Agronomic soils report. Avoilable from Gro Power (909) 393- 3744. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24" sulfur and shall be registered as an agricultural miner, with the State Department of A~riculture ln compliance with Article 2 -"Fertilizer Materials, Section 1030 of the Agricultural Code. C. Planting tablets a. Ground cover: 5 grams with a minimum grade 20-10-5. b. Shrubs and trees: 21 grams with a minimum grade 20-10-5. BACKFILL MIX: A. Standard backfill mix: use import top soil, stockpile topsofl, or on site based on the sails report. Backfill shall include 1 /3 nitrolized redwood, 2/3 native soil w/ 1 year "BestPak" fertilizer pockets. Application rote to be per manufacturers recommendation/specification (or obtain soils test and follow recommendations). B. Acid loving plant 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/import soil -1 part by volume Nitralizing organic amendment - 5 parts by volume Composted leaf mold -4 ports by volume 7.04 ACCESSORIES: (Where applicable) A. Tree ties: Commercially manufactured ties from black tire coainga, cut to a minimum ten-inch (10") length and held in place by 9 gauge galvanized wire or split plastic hose shall be "cinch tie" or approved equal. B. Tree stakes: Reddy Stoke System (888)333-3090 install per manufacturer's recommendations, or approved equal. C. Guy wires: 6-9 gouge galvanized wire; not to be spliced. D. Guy wire hose: 3/8" or 5/16" x .062" wt polyethylene tubing by Ward Manufacturing (714) 631-5055. E. Steel guy anchor: 36" long Maxwell or approved equal. Install per manufacturer's recommendations. F. Root barrier: Copolymer polypropylene, injection molded, .080 thickness root barrier as manufactured by Deep Root Corporation (800)458-7668. Use model no. UB 24-2 adjacent to curbs and paved surfaces. Use model no. UB 36-2 adjacent to garden walls or wrought iron fences. Uoe model no. UB 48-2 adjacent to retaining walls or building footings. See plans and details for locations. Install per manufacturer's recommendations. Oeeproot or approved barriers are 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. 7.0,5 General: Maintenance shall start Immediately after landscape Irrigation and planting. Maintain all plant• and planted areas an o 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 lrrlgatlan system on on established program to maintain all plants and planted areas in o healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to Irrigation system resulting from maintenance and equipment and/or maintenance personnel, ■hall be restored to Its original condition at no cost to the Owner. Failure of any part of the Irrigation system shall be brought to the attention of the Owner. No repairs other than emergency repairs shall be accomplished without written permission from the Owner. Weed Control: Keep all planted areas debris by cultivating areas at Intervals calendar days. free of weeds and not ta exceed 10 The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. Pest Control: Spray all plants and planted areas at 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 ta any applications. Pest Control shall include Gopher control. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or ae may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep In bounds and trim top growth as necessary to achieve and overall even appearance. Extenmlnate gophers and moles; repair damage. PART 8 -ACCEPTANCE OF PROJECT 8.01 General: Upon completion of Installation, a maintenance period of a minimum of 180 days for all landscaped areas Is required prior to final acceptance of the work by the Owner. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting installation by the Owner. Maintenance period shall be adequate to verify plant characteristics and establishment. A. Two inspections shall be made that affect the establishment period: The first after all 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 o satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. l"t:>ltlU!ST I<. I/AA,., ASt.A, /Nt:. LANDSt:APE ARt:11/Tet:TVl'.E I.AND PLANNING. 12'!~ N. COAST I/ISi/WAY Ut&.UN,4 9~ACH, C,4 926~ I 1',(fO) 11,-fOU FJtO) 11(,-9067 --',:'i2-(c~'.l,lf~ "~_1:'.\1::¼:?il'~~, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE, 9/24/03 "AS-BUILT" TITLE _______ _ DATE REVIEWED BY, INSPECTOR DATE I SH;ET I CITY OF CARLSBAD ~ ~=====~====~================================t====j====jt====1====~ PLANNING DEPARTMENT L_::'.__j DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING SPECIFICATIONS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD. CALIFORNIA A~P~R~0~~~------~-2!1-aJ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. CHKD BY: ---CUP' 2ff8C RVWD BY• I I :3,/:4~,,------__ -___ Ill! 0 3/4" WATE'°' METE!l't INFOIIIMATION oeTAINED Fl'10!'1 CAl'!LSl!AD MWD FUeLIC lUOl"K6 DEPT. CONTACT, SKIP fl<Ue6ELL AT 160-438-2122 AND RICK ENGINl:~ING CO. CONT ACT, ~ CONNELY AT 619-6e&-14&1. l~IGATION LEGEND <POT~!> SYMeOL • a ~ ... -,;, 'v ~ V 0 ¢. y .::a. A 0 6 ® ~ & 6 @ -- MF61MODl:L NO. PATTEl'<N Dl:~IPTION PSI Gl"'M l"AD RAINelll<P 1&12 • 14e'2 FLOOD 12" POP-UP &HRUe eueeLEl',I 31D 01!,I' RAINelll<P 1&12-&C&T STREAM 12" POl'"-UP ~ eueeLl:R 30 rJ!!,I' &' RAINell'<P 1!51Z16-& Q,T,f-1 6" !"019-U!'" &HRUe &!"RAY 3e .1e, .13, 21 &' RAINell'<P 1!5/Zl6-8 Q,T,1-!,F 6" !'"01'"-U!'" &HRUe et"!ltAY 3e 26, .36, .&2, 1414 8' RAINl!lll<P 1!5/Zl6-10 Q,T,1-! 6" l'"Ol'"•U!'" &Hfl<UI! &!"RAY 3e 39, .&2, .19 le>' RAINl!lll<P 18"4·& Q)-1 4" !"OP-UP TUI'<!' &!"RAY 30 26, .&2 8' AAIN!!ll',ID l&e>b-lit> I-! 4" !'"Ol"'•UP TlJIIIF &!"RAY 31D .19 le>' RAINl!ll"D l&e>6-12 1-!,F 4" l"Ol"'•UP TlJIIIF &f'OII/IAY 31D 13,Z,, 2.6,Z, 12' RAIN!!ll',ID 18"6-I& Q,T)-1,F 4" l"OP•UP TUI'<!' &!"RAY 31D .92, 123, 1.8!!>, 3.1,Z, 1!' 1"1'tl:~ MAINLINE IN PLANTER AREA, 3/4" TO 1-112", PVC &cl-! 4"', 2" AND LAl'IGER UM: FVC CLA&& 31&, !!UR'!' SLEEVED FVC MIN. 1&" eELOW ~E FOR PEDESTRIAN, 30" FOR VEl-!ICULAl't NON-PRESSURE LATER.AL PVC &cl-! 4IZ' WITI-! PVC &cl-! 40 FITTINae. !!UR'!' SLEEYl:D l"VC MIN. 12' l!ELOW G~I: FOR PEDESTRIAN, 30" FOR YEHICULAFt SIZE NOTED. !'"IPE SLEEVING PVC &cl-! e0 FOR MAINLINE ,.IND WIRES UNDER VEl-!ICULAR !'"AYINl:i,, SCI-! 4e> FOR MAINLINE, WIRE& AND LATERAL& UNDER PEDE&TRl,l,N !'"AVING. EXTEND 12" eEYOND PAYING. WIRE &LEEYIN6 PVC eel-! ee. !!UR'!' MIN. 24" eELOW Gl'tAPE, EXTEND MIN. 12" eEYOND EDGE. RAINl!ll"D PEI! SERIE& Rl:MOTE! CONTROL VALVE. SIZE NOTED. Nll!CO LINE SIZED !!ALL YALYE N!LeoN 1643 QUICK COUPLING YALYE-3/4" ~INel~ E5F-MCl6, 16 STATION AUTOMATIC FOUR~ 1-!YeRID CONT~LL!l't INS.TALLED WIT!-! ~INelRD l'teD-eE!x AUTOMATIC RAIN eeNeoirt SHUT-OFF DEVICE AND IN A 'STF<ONGseOX' VANDAL ~SIS.TANT E:NCLOSU~. VAL YE NUMe!R ~ FLOWING.FM. ~YALYESIZE 3/411 I 3/4" / / ✓ LIHIT OF WO~K. UJATER USE CALC TOT AL WATEl't uee, MAWA• 4-'2 X IZ'.8 X 18,86,Z, X IZ'.62 • l!AUAJ• H'T'PfltOZONE If TU!IIF 4"'4,111 GAL/YEAl't 432 X .10 X &,11e> X (l!}.62/ .1ctl ■ IIM,&-4-4 GALIYEAIII 1-!'T'DfltOZONE "2 &I 11'1' le 432 X l!,0 X 13~ X 0.62/.11'■ 240,430 GALIYEAIII EAWU TOT AL, LANDSCAPE CONT~TOR TO VERIFY STATIC WATE'°' PRESSURE ,.IND LOCATION OF WATEl't METER AND 15 TO NOTIFY L,l,ND&CAPE ARCl-!ITECT OF ANY DISCREPENCIES PRIOR TO COMMENCEMENT OF CONSTl'tUCTION. FAILURE TO DO e,o MAY RES.ULT IN Cl-!ANGES TO IRRIGATION SYSTEM. co&T FOR Tl-!E&e Cl-!ANGES WILL eE THE l'tESFONSll!IILITY OF Tl4E CONTl'tACTOR NOTES I. USE POP·U!'" H!ADS WITH '5AM' l!UILT-IN Cl-!l:CK YALYES TO Fl'tEYENT LOW 141=:AD DRAINAGE. 2. IN&T ALL flltAINell',ID PCS 6Cl'tEl=N& AS N!CE55ARY IN Ol"DEl't TO Fl'tEYENT OYERSFRAY ONTO WALK, WALL&, COLUMNS, ETC. 3. ALL LATl:l'tAL LIN!: ANP MAINLINE: INSTALLED UNDEl'i! AC FAYING TO ee Fl'tOVIDED UJITH FIFE S.L!EVING (2 TIMES LINE SIZE). INSTALL FEI" SLEEVING REQUIREMENTS IN LEGEND AeOYE. -4. INST ALL FOP-UP& WITI-! IN 10' OF ALL !'"EDESTI'tlAN U5I! AR!Ae. !'"l=:R CITY OF CARI.SeAD LANDSCAPE M,l,NUAL. &. NOTIFY L,l,NDSCAFE Al'tCHITECT Fl'tlOl't TO INSTALLATION IF ,l,NY DISCl'tEF,liNCIES OCCUR. !Ill lllll ffllillill,Jii!ll!iii!llll.£1111K~-l\:1 !111 lf_J, ,, ~, PL~N SHEET l<EY r 0 10 20 REVIEWED BY: ENGINEERING PLANCHECKER ,. .. ), Fl:>11.IU!ST K. HM&, ASU, IN&, LANPSCA~e Alt.&HITE&TUII.E LANI> P'LANNlflJG l2'S4 N. COAST /llf;.1/WAY LA&UNA SEA&H, ,:A 02,~ I 1',(t~t} J7frto•• FdNt) 376-9061 ,•,,"(,/'i>'.,,;,:,,•1,,,~'' • t:,\· :·.'-:~-~,tr~~ . y-~T ~r UC. ~5 / I !l!l!lil1,,.,""""91',,,,.J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE, 9/24/03 "AS-BUILT" TITLE _______ _ REVIEWED BY, INSPECTOR DATE DATE r----t--+------------+---1---1---l-----ll SH~ETI CITY OF CARLSBAD fSHEIBl r==.'.::::==:P:::LA::N:::N:::IN::G:::::::D::E:::::PA::R::::T::M::E:::NT::::::==~~==o~ IRRIGATION FLAN ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA t-----1r--t-----------l---+---+---1----l r.~~~= ...... '4=,==~~~~~====! ~n..L'.:..! ::14 ______ /o-ZCI-OJ ASSISTANT PLANNING DIRECTOR DA TE t-;;:DAlT'fE;rl'IN;:;;mii'.AL..--t---------------+-=-oAc-:'TE::--I-IN--111-AL-+-D-A'TE--i-lN_ITI_AL--I ~D~WN~~BY~,=-=_=_=_=_';~=~P=-R~o=-JE~C~T=N=o=.=:::::;;=D=R=A'M=N=G=N=o. ENGINEER Of WORK REVISION DESCRIPTION CHKD BY: ---CUP 25BC □THER APPROVAL CITY APPROVAL RV'JD BY• ( @ 314" 314" 3/4" 314" @ I 1/2" ·\: ; -; \ I·-·~+ : -- •... ·• 'ii \ \ ' \ \ __ ,....;,,..::z.io:,~:::.:,:::H-,.,. \ T 1 _____ . .,, I " 3/4" . ' I" 3/4" 3/4" .;,/4" .;,/4" 3/4" 1 1/4" 3/4" C _ _...--- 314" 3/4" ---1'-------,--~ --__ ------·_ ~-~ ,_ . n _ ~ +t e --1 -H-------- -... - _.,,..· _, . . . . ' ' --i I" 3/4" \ I . I I I I 3/4"\ \ I \ I I ' I I \ I \ \ \ 314" I \ \\ I \ I \ \ \ \ \ I I I \ I ,_ \ \ \ C~,T ., •~ \ \: :' s {>Nee , \ I \ II ~\ ' \ \ \ --T ----.. I \ \ \\ \ I \ , \ I \ .:,/4" 0 ! I o I _I o 3/4" 0 3/411 / / / I I REVIEWED BY: / / / / / ENGINEERING PLANCHECKER / / / Ft>l'.1'.EST I<, I/AA'-, ASLA, INC. LANDSCA~E Al(CHITECTU~E LANr:> F't.ANNING 121$<# /I.I. t:C,AST I/It.I/WAY L,4t;.t./N,4 BEACH, C,4 92,'I I F'dH•J 37•-'IO•• Fd•oJ 37&-90,1 J{{~_i{~_,~t-. 1 ~" IJ,. ··· 1 ··r-r~~ ----------- ---Ill '···-Ill . . ·-11111'11 11111111!11111 I 112" --- UC, fMIOS Ill II FRE:setJ~ L065 CALCULATION6: M!TE!" 1-141.. METER ELEVATION P6I • METER 2" !"OT AeL!' WAT!!" METE"' YAbYE *AJ 46 (1111M 1.6 8" PRIVATE PVC MAINL.INE (38&' LF> eAcKFLOW PREYENTE"' 2" PVC eel-! 315 MAINL.INE (~I!' LFJ l"EMOTE CONTl'OL VAL. VE FITTING,6 PRE66Ul"E f"EQUll"ED AT 1-11:AP ELEVATION GoAIN LATEl"AL.S MISCELLANEOUS TOT AL. PRE&&l.lt'tE LO&& STATIC PRE66Ufl<E RESIDUAL. ~S&ufli!E CON6TFWCTION NOTE: (f)J!) Ill!) 14.3 31!) 2.~ 3(f)J!) <6.~) !!,J!) 41!) 64.~ !"&I l(f)"l P&I 42.1 Pl'>I EXISTING, l"""la.ATION SYSTEM IN Tl-II& AfltEA WITI-IIN LIMIT OF UJ01'<K TO fl<EMAIN. CONTl"ACTOI" TO vERIFY LOCATION OF EQUll"HENT AND TIE INTO NEW l"""k!oATION MAINLINE, CON1"°LLER. ETC. ~VIDE NEW VALVE A-II (IF NECE&&A!llt'T'~ CONTROLLER LOCATION- 111 VOLT 2 AMP 6(!) CYCLE POWER ~VIDED eY OUNEI'. IR!'o!IGoATION CON~TOl't TO MAKE FINAL I-IOOl<.·UP. LOCATE ON OUT&IDE WAL.L OF COURTYARD eUILDING. FINAL LOCATION TO eE A~D l!IY OIJ.NER'S fl<EPRE6!NTATIV!!:. POINT OF CONNECTION - CONNECT 2" I ROFO&ED !"'RE~ MAINLINE TO ~IVATE 2" MAINLINE ~VIDED Fl'WM LA COSTA 6PA PACKAa.E PREPAJltED eY FORREST K. 1-!AAa., ASL.A (DRAWING *4(f)2-2M) TI-IROUGI-I a.Are: VAL.VE Ae 61-!0WN. VERIFY LOCATION IN FIELD ~IOl't TO INSTALLATION. LOCATE GATE AND l"!:MOTE CONT!ltOL VAL.YE& IN &1-1~ Al'l!l!!A. POINT OF CONNECTION EQUll"'M!NT, IE, l!l<lCKFLOW !"'REVENTEfll<, MA&T~ VALVE, FLOW &!N&Ol't AND QUICK COUPLEI"&, ~ LOCATED IN LA COST A SPA PACl<Aa.!!. &EE METER AND MAINLINE EXl-lll!IIT 61-!EET 12, Tl-II& l""ACKAGE. EXl&TINa. &TATIC PRE~ DE6IGoN PRE&e!JRE MAXIMUM FLOW 12(!) P&I 62 P6I 46 Gl"'M WAT~ METER INFOl"MATION oeTAINEC l'"-11 c~&eAD MWD l"'UeLIC WOll!K& DEPT. CONT ACT, SKIP l"IJ6S!!LL AT 16(!)-438-2122 AND RICK l:Na.lNEERINa. CO. CONT ACT, RAUN CONN!:L Y AT ,e,1g.,e,ee-t48I. 6ET PRE&&uRE l"Ea.ULATOR TO 1!!> F&I. PLAN SHEET KEY 0 PLOT DATE• 9/24/03 APPROVED FOR PLANTING AND IRRIGATION ONLY, "AS-BUILT" !>, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ______ _ REVIE'v/ED BY, INSPECTOR r 20 DATE DATE 1s~ETI CITY OF CARLSBAD~ 1----+---1-----------------,1----+----t---1----1 PLANNING DEPARTMENT o l----+---t----------------------1---1----1 DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAi. IRRIGATION PLAN ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA ________ A;,:Z~~ ASSISTANT PLANNING DIRECTOR DATE DWN BY: ---PROJECT NO. DRA1',1NG NO. CHKD BY; __ RV\,/D BY• CUP 2~BC D E F Ll!Gl!NO I. FINl&I-I Gl'ADI 2. le'' PIA !lll:llH:> V,ll."1! l!OX Wl~LOCKINGLIP- M-l!lY C""'80f-i INPU&TM&. MAl'l<l!P "QC.' ON COvl!ll 5. GIJICX caJl"I.INI!, V.61. vi! 4. l"YC lc+I N 111161!1'1 5. 121 !"Ve 6110UT !LL.6 •• l"YC lc+I N Nll"l"UE 1. l"YC TII ._ l"YC ec:M -4e ILL I. !"Ve MAIN LIHI i,,. ONE ae1c l'T. °" -., C1111e1 l!P ,-xx NO"III, IN6TALL •• 1'11011 i'l!-T APJ;!CINT l""'\/1!P ,_ ... QUICK COUPLING VALVE '' ll ll~ 111 :t ~~? ~~ h I • « "' d LEGEND L 1-4Al'tD&CA191! --- 2. Cl.l!.AN 1!,,00(rlLL A& llll!!QJl!eP, TO el! et!!T IN •• LIFT&. lltl!l'l!l't TO -CIFICATION& 1'0llt -CIP'IC MATE~AL AND COMl"ACTIGIN -ll'd!l ll!NT&. >. Cl.l!,4N 6ANP. -4. 1"1111!!-MAI-I LIN! WITl-4 11..RVII. 5. LATl!ltAI.. LIN! WITl-4 el.Ill!~ •· CONTIIIOL WIIIII!!& ; ~ l-4Al'tPWAIII!! WIIIIE 11..EEYIE. SLEEVING Ii' 11 I i' II I~ 1i'11IT"EI .. 111 ... 111~ ~ . I. PINI$-! ~ 2. l"LA&TIC VALVI! l!lOX WITH Loc:KING C0\1!l't. MAIOK ""-C.V.' AND &TATIGIN NO. GIN CC"'1!!1't LOCATE IN -l!ll!D. ll .. ll '! 6 a~:.c z ~ l: Wi Wi ~~ ... -ALL eLIIVl!6 TO el l""vC. ec:M. N ANP 1UIO ANP CINI HALI' /21,j) TIM!& TI-I! DIA Of' TM!~ 1"11'1 IJIIC)l!!I vl!HICI.E !" ... VIG ALL U!V!!& TO l!I! l"YC. ec:M. -4e ANP 1UIO AND CINI 1-1,,11.F <2½l TIMI!& TI-I! PIA OI' Tl-II!~ 1"11"1!. lK)l!1lt l"l!Pe&~I.\N l""'Vll«lo CLl!,.IN J!MCl(l'ILL MAY Ill! 9Ul!S&Tl1\JTII!) l'Ol't $ANE> UNDl!l't WALK& •· l"\IC Tl!II ~-l"\IC MAIN LINI •· a-a cue1c l'T. °" '¼' C1IIIJ6Hl!C> ~ I. eNAl"•TITI! l!Ll!CTl'tlCAL ~OM 4. l"\IC &Cl-4 N MAU! .APAl"TOl't 12 1111!!<:Lllllll!!P/ I>. l"YC&c.lllClll'tl91!1't CONTROL VALVE A B C, II II 0 • 0--1+---+--+-----1+--.j • L IIIALL MOUNT ~LIii' -l't TO l"L,4N l'Ol't &IZE ANP LOCATION 2. 12CII VOL. T GIN•OI'!' 8WITCI-I 1,. VANPAL """'°"• LOCKll«I 6TAINl.l!M &Tl!l!L l!NCL- J. S' DIA CONPUIT l'Ol't CONTIIIOL Wlllll!!6 r.-Y CONDUIT ONI. Y ""'°"'5 <il'tAPl!I. l'A6TEN et!aJllll!!L Y TO WALL. NOii!, 1. ALL WIIIII!!& TO 191! IN&T ""LLl!P -4. 12CII V.AC. CONPUIT.1""'6TIIH et!CU!Ol!!L Y TO WALL. l"l!l't LOCAL CXltll!. 2. """INBll'C> 'l'tAINC!lBCK' MJTOMATIC 6141T-Ol'I' Pl!VIC! TO 111! IN&T ALLl!D l"l!l't M;>N1.FAe'l\lllll!!l't'& tf'!:Cll'ICATION& WALL MOUNT CONTROLLER I,, 4 11 MIN. " 1 1 • .. • 111ml II IITTl1i'1 11 i' II I I • 11111 i' I I I I I II I Ii' lllillll 4 ~ 111-111 IIW .. • I. l'INl&H Gl'tADI! 2. ClJlle, W.-11..K Ol't i'O\.N!)ATIGIN s. l"Ol"·UI" _,..,. Ml!AP 4. l"YC &Cl-4 N l'tlel!l't I,. l"YC ec:M N Nl1"11"1.11 1= llffi f • Cl •· l"YC LAT!!--Lil« 1. 111/0 l"YC &Tllll!!l!T ILl-6 6. l"\IC eel-4 -4Cll l!LL I. l"\IC Till! POP-UP SPRAY HEAD 1. l'INl&H Gl'tADI! 2. l"LA&TIC VAL'-11 l!lOX WITM LOCKING LID M-D 'G.V." J. cloA Tl! V ,<IL ',II -4. GIN! cuelC FT. OI' •4• ~ ~ 5. l"\IC MAIN LIN! •· 11t1t•&&UNION NOTI!, 1. IN&TALL V,<IJ..'11! eo>< 9UCI-I TMAT Th'e! TOI" OI' TM! CC"'1!!l't I& 2" Al!SOVI! l'INl&H GIit.AP! IN GROil-iP C:0"1!R AIOl!A6 AND PLU6!-I WITl-4 T1J!OF AIOl!A& 1. l"\IC eel-4 N MALI! .APAl"TOl't 12 !IIIIQUlllll!!P) 2. ALL GATI! V,<IJ..'11!& OVll't 2" IN t!ZE 6H""LL Ill! eo>< MANPLI! GATI! VAL\ot!6 GATE VALVE METER AND MAINLINE EXI-HBIT SCALE: N.T.5 . REVIEWED BY: ENGINEERING PLANCHECKER l"C/11;/ll;E!JT I<, I/AA/II, AllLA, INC, LANDSCAPE A/ll;CI/ITECTU/ll;E I.ANO 1'1.ANNING 12~4 N, COAST 1/l{;IIWAY LAGUNA BEACH, CA '26~ I 1', (to) J1'°"'1CU F, (tO) 37"'"W•7 ,,·-::,·,.'I'@!Ft,~· .\· ' ''t;"~-~?f;~:'d -' ,.,,.,_,,,'""""~',} r -·. ·r , __ DA1E INITIAL ENGINEER OF WORK UC. jlleO!I , F LEGEND 1. (4> N1!W l"OTAa-1! 2' WATl!l't 1'11!Tl!l't& •12e 1"61-911!1! CM.wt>. Pllt!I. NO. W2Cll l'Ollt l'Ul'tTl-ll!l't llf'Ollll1ATIGIN l"l!l't Dl'tAWING 41>2-21 2. /4)Nl!W 2" 9ACl<l'LOW l"llll!!Yl!NTOl'te· !I!!! CJ1.W.C>. P11t!1. NO. W211> l'Ol't ~l't llf'Ollll1ATION I. 4' --MAINLINI! "· 15ALL. VAL VI! • I W ER ro Leaet-a, &. Nl!W 2' i,ACl<l'LOW l"llll!!Vl!NTOl't• 911!1! Al'tl'tlVAL l"AOl<MI!! l"llll!!l"Al'l!D i,,· l'Olt C.)T K MA,16, A&LA l'Ol't TYl"I .. 1"1111!!-llll!GoULATINcl MA&Tl!l't VAi.Vi! NOTI!, e. GllllCK OOUl"Ull't ALL IGIJll"Ml!NT TO 111! IN&T ALLIID l"l!1't CITY OF CA!Ol.9"AP L-"NPecAl"I! M;>NUAL. I. 2• 1"1111!!-MAINLII« LIADINII TO L-"NPIC- 1-GATIGIN WATEl't &Y&Tl!M& ICll.1"1111!!-MAINLINI! LI.APING TO PCM!&TIC 1!9UILPIN<I Uel!-l!lY OTMl!l't& POINT OF CONNECTION AT METER PLOT DATE, 9/24/03 APPROVED FOR PLANTING "AS-BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE LOCATION OF PLANTING REVIE'w'ED BY• AREAS. INSPECTOR DATE DATE I SH;ET I CITY OF CARLSBAD ~ 0 DA1E INITIAL DATE INITIAL PLANNING DEPARTMENT IRRIGATION C>cTAILS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA /o-ZC,.oJ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RV'w'D BY CUP Z'YBC ~ . '-• O,r~ IRRIGATION SPECIFICATIONS PART 1 -GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation System as shown on the Drawings and described herein. B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.02 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 cases 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, municipal and state laws, and rules and regulations 9overning or relating to any portion of this work are hereby ,ncorporoted into and made a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the same. However, when these Specifications and Drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, er larger size than Is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence .. D. Explanation of Drawings: 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnished such fittin~•• etc., as 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 os to avoid conflicts between the irrigation system, planting and 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 exist that might not have 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. 1.03 SUBMITTAL$ A. Materia I list: 1. The Contractor shall furnish the ortlcles, 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 a guide to proper submittal format: lt1m Ng Q11ci:IE21km Mgaufiu;i:uc1c M<xl•I Ng 1 2 3 4 Backflow Preventer Febco 825Y Automatic Controller Calsense ETI-DTR2 Moster Valve Clayval 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) are required as submittal information. 3. The Contractor may submit substitutions for equipment and materials listed on the Drawings by following procedures as outlined in Section 1.05 of the Irrigation Specifications. 4. Equipment or materials installed or furnished without prior approval of the City of Carlsbad may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 5. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS: 1 . The Contractor shall provide and keep up-to-dote a complete record set of blueline diozo prints which shall be corrected daily, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Carlsbad at cost. This set of drawings shall be kept on the site and shall be used only as a record set. C. D. E. 2. The Contractor shall make neat and legible notations an the record drawing progress sheets doily as the work proceeds, showing the work as 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 as indicated in the irrigation legend. The relocated equipment ond dimensions will then be tronsferred to the original record drawing plan at the proper time. 3. Before the date of the final observation, the Landscape Architect shall transfer all information from the "record drawing" prints to city mylar or a new CAD mylar base sheet. Arron9ements shall be made through the city for obtaining c,ty mylar. The dimenaions shall be made 01 to be easily readable even on the final controller chart (see Section C). The mylar "record drawing" plan shall be submitted to the City cf Carlsbad for approval prior to the completion of the controller chart. 4. The Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, rood intersections, etc., the location of the following Items: a. Connection to existing water lines. b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure llnes ( dimension max. 100' along routing) Including all changes of direction. e. Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. g. Quick coupling valves. h. Stub-outs far future connections. i. Other related equipment as directed by the City of Carlsbad. 5. On or before the dote of the final field observation, the Landscape Architect shall deliver the revised city m)llars (or new m)llars) to the City of Carlsbad. Delivery of the m)lars will not relieve the ContMctor of the responsibility of furnishing required Information that may be omitted from the prints. Controller Charts: 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 and shall be the maximum size which the controller door will allow. 4. The chart Is to be a reduced drawing of the actual Installed sy,,tem. However, In the event the controller sequence is not legible when the drawing ls reduced, It shall be enlarged to a size that will be readable when reduced. 5. The chart shall be o block line or bluellne ozalld print and a dlfferen t color shall be used to Indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetlcally sealed between two pieces of plastic, each piece being a minimum 20 mils. 7. These chart ■ 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 day,, 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 liots each Installed equipment and material Item Including names and 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 and show evidence In writing to the Owner at the conclusion of the project that this service has been rendered. Equipment to be Furnished: 1. Supply as a part of this contract the following tools: a. b. c. d. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. Two (2) four-foot valve keys for operation of gate valves. Two (2) keys for each automatic controller. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final observation can occur, evidence that the Owner has received material must be shown to the Owner. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of PVC pipe and fittings: The Contractor Is cautloned to exercise core in handling, loading, unloading, and storing PVC pipe and fittings. 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 a concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and If installed, shall be replaced with new piping. 1.05 SUBSTilUTIONS A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials liated on the Drawings and Specifications. he may do so by providing the following Information to the City of Carlsbad far approval: 1. Provide a statement Indicating the reason for making the substitution. Use a separate sheet of paper for each Item to be submitted. 2. Provide descriptive catalog 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 responslblllty In accepting or rejecting any submittal item as an approved equal to the equipment and materials listed on the Drawings and Specifications. 1.06 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 filed 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-t)lped onto the Contractor's letterhead and shall contain the following Information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the Irrigation sy,,tem we have furnished and installed Is free from defects In materials and workmanship, and the work has been completed In accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects ln material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJEC~--------------------- LOCATION: ___________________ _ SIGNED: __________________ _ ADDRESSED: _________________ _ PHONE: ______ _ DATE OF ACCEPTANCE: ___ _ PART 2 -PRODUCTS 2.01 MATERIALS A. General: drawings, Use only new materials of brands and types noted on specified herein. or approved equals. B. PVC Pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2• and larger shall be PVC Class 315. 2. Closs 315 pipe shall be made from an NSF approved Type 1, Garde1, PVC compound conforming ta ASTM resin specification D1784. All pope must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). :3. Pressure main line piping for sizes 1-1/2" and smeller shall be PVC Schedule 40 with solvent welded joints. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating In P.S.I. e. NSF' (National Sanitation Foundation) approval f. Dote of extrusion REVIEWED BY: e. C. E. f'. G. H. ENGINEERING PLANCHECKER 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 burled lateral line piping shall be PVC Schedule 40 with solvent-weld joints when Installed In planting areas. 2. Non-pressure lateral line piping Installed under paved areas shall be PVC Schedule 40 with solvent welded joints. 3. Pipe shall be made from NSF approved, Type I, Grade 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 dim enslon ratio. 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements far non-pressure lateral line pipe and fittings shall be the some as for solvent-weld pressure main line pipe and fittings as set forth in section 2.01 B of the Specifications. Valves: 1. Ball Valves (1-1 /2" and smaller) a. Ball valves shall be a 125 lb SWP bronze valve with screw-in bonnet, nonrlslng stem, and solid wedge disc. with a stainless steel handle. b. Ball valves shall be similar to those manufactured by Nlbco or approved equal. c. All Ball valves shall be installed per detall. 2. Gate Valve (2" and larger) a. Reslllent Wedge Gate valves shall be epoxy coated cast iron and equipped with a 2" operating nut. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. c. All 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 coupllng valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. Check Valves: 1. Swing check valves 2• and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class A, Type IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.1.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Valcon • ADV" or approved equal. Control Wiring: 1. Except as noted otherwise, connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. '500 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 each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install In accordance with valve manufacturer's apeciflcatlons and wire chart. In no case shall wire size be less than #'J4. 2. Wiring shall occupy the same trench and shall be Installed along the same route as pressure supply or lateral lines wherever possible. 3. Vthere more than one (1) wire is placed in a trench, the wiring shall be taped together at Intervals of fifteen (15) feet. FC1'1'E!IT K. I/AA~. ASI.A, /Nt:. LANPSCAPE A1't:I//TEt:Tllll;E LANI> PLANNING l2'Y4 N. COA$i Hl'ffW'AY lAGtJNA BEACH, CA 92',~ I p, (Hf).,,_,.," Fdf'ff) 37(r-'J0(,7 ·,:t::'{}~J~Jj -''"''·~·iiifI'),~· r·r I. 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that In case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or etretching wire conductors. 5. All splices shall be mode with Scotch-Lok f/3576 Connector Sealing Packs, Rolnblrd Snap-TIie wire connectors., or approved equal. Make only one splice with each connector sealing pack. IS. 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 and type shown on the Drawings. 2. All electric control valves sh all have a manual flow adjustment. 3. Provide and Install one control valve box for each electric control valve. J. Sprinkler Heads: 1. All 1prinkler heads shall be of the same si,e, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified In these special provisions. 2. Spray heads shall have a screw adjustment. 3. Riser units shall be fabricated In accordonce 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 type shall be the same manufacturer. K. Sleeving: 1. Sleeving under vehicular hardscape or paved areas far mainline. laterals and control wiring shall be SCH 80 P. V.C and buried 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 hardscape or paved areas for mainline and control wires shall be SCH 40 P.V.C and burled 18" below grade. L. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous Irrigation equipment. 2. All miscellaneous Irrigation equipment shall be as specified or approved equal. M. Potable Control Valve Boxes: 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with green bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) Inches. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Carson Industries * 1419-12B with green bolt-down cover or approved equal. 3. Use 6" diameter x 8-3/4" deep round plastic valve box far all quick coupling valves. Carson Industries * 608-12 with green flex-lock cover or approved equal. 4. Use 9-1 /2" x 16" x 11 • rectangular box for oil electric control valves Installed within on-grade landscaped areas. Carson Industries fl 1419-12B with green bolt-down cover or approved equal. 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on-structure landscaped areas. Carson Industries No. 910-12B with green bolt-down caver or approved equal. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS; PLOT DATE, 9/24/03 "AS-BUILT" TITLE ________ _ REVIEIJED BY• INSPECTOR DATE DATE t---+--+------------+--+---1---+---I ~ CITXAN2r D~P¾J;l~TBAD ~ ;====-================~==::; IRRIGATION SPECIFICATIONS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD. CALIFORNIA RO' ~===t==~=====================~t:==~===t===t=~ -7 ju, b-zet-03 ASSISTANT PLANNING DIRECTOR DATE DA'IE INITIAL DWN BY: PROJECT NO. DA'IE INITIAL DA'IE INlilAL CHKD BY: __ _ DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION RV"D BY'• CUP 2 ~11c 6'}-',j 1'8fi1' L-------------------------------------------------------------------------------------------------L.----------------J:;;;;;;::,.;..:;~~---,;_;;_;,;;;,.;,;_;_;~~~;_;,;.;;;_; ____ J,;□~T;HE~R~AP:P:R:□~v:AL~.,:c~1TY:,:AP:PR;:o:v:AL~,;;;;;;w;;_;;;~~~~---------;,!~t:~:=- IRRIGATION SPECIFICATIONS ( continued) N. Bockflow Prevention Units: 1. 2. 3. Bockflow prevention unit shall be of size and type indicated on the Irrigation drawings. Install backflow prevention units In accordance with the Drawings. Wye strainers at backflow prevention units shall have o bronzed screwed boy with 60 mesh monel screen and shall be similar to Balley #1008 or approved equal. All pressure main line piping between the point of connection and the backflow preventer shall be Installed as required by local code. The Contractor shell verify with the local governing body as to material type ond Installation procedures prior to start of construction. Submit shop drawing for approval. 0. Automatic Controller: 1. 2. Automatic controller(s) shall be of size and type shown on the Drawings. Final location of automatic eontroller(s) shall be approved by the Landscape Architect and Owner. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller locatlon rs to be furnished by others. The final electrical hook-up shall be the responslbHlty of the Contractor. P. Vandal Resistant Controller Enclosure: 1. 2. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. A backboard shall be secured to the controller enclosure housing to provide o base for mounting the automatic sprinkler controller and terminal strip. PART 3 -EXECUTION 3.01 OBSERVATION OF SITE CONDITIONS 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 care 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 utllltles drawings for existing utility locations. C. Coordinate lnstollotlon of 1prlnkler materials Including pipe, so there shall be no Interference with utilities or other construction or difficulty In planting trees, shrubs, and ground covers. D. The Contractor 1holl carefully check all grade• to satisfy himself that he may safely proceed before starting work on the irrigation system. 3.02 A. PREPARATION Physical layout: B. C. 3.03 A. 1. Prior to lnstollotlon, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler heads. 2. All layout shall be approved by the City of Carlsbad. prior to Installation. Water Supply. 1. 2. The Irrigation system shall be connected to water supply polnt(s) of connection as Indicated on the Drawings. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor ls responsible tor minor changes caused by actual site conditions. Electrical Supply. 1. 2. Electrical connections for any and all automatic controllers shall be mode to electrical polnt(s) of connection as indicated on the Drawings. Connections shall be mode at the approximate location(s) shown on the Drawings. The Contractor Is responsible for minor changes cause by octuol site conditions. INSTALLATION Trenching: 1. 2. 3. 4. 5. 6. Dig trenches straight end 1upport pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout Indicated on the Drawings and as noted. Provide for o minimum of twenty-four (24) Inches cover for all irrigation lines Installed under paving or hardscaplng. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three {3) Inches or larger in diometer. Provide for o minimum of eighteen (18) Inches cover for all pressure supply lines of two and one half (2½") inches or smaller Provide for o minimum of twelve (12) inches for all non- pressure lines. Provide for a minimum cover of eighteen (18) Inches for all control wiring. D. E. B. Backfilling: 1. The trenches shall not be backfilled untll all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilllng, consisting of earth, loam, sandy clay, sand, 2. 3. 4. or other approved materlols, free from large clods of earth or stones. Bockflll shall be mechanically compacted In landscaped areas ta a dry density equal to adjacent undisturbed soil In planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. A fine granular material backfill will be lnltlally placed on all lines. No foreign matter larger than one- half (1 /2) Inch In size will be permitted In the lnltlol backfill. Flooding of trenches will not be permitted. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, or other construction ore necessary, the Contractor shall make oil required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltlc concrete, or concrete will be installed, shall be . backfilled with sand (a layer four (4) Inches below the pipe and six (6) Inches obove the pipe) end 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 a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Controctor shall set In place, cap and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks ls done by jacking, boring, or hydroullc driving, but where any cutting or breaking of sidewalks and/or concrete ls necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete sholl be obtained from the Owner. No hydraulic driving will be permitted under concrete paving. Assemblies: 1. Routing of sprinkler Irrigation lines as Indicated on the Drawings is diagrammatic. Install lines (and various assemblies) In such a manner as to conform with the details In the Drawings. 2. Install NO multlple assemblies In plastlc lines. Provide each assembly with its own outlet. 3. Install oil ossemblles specified herein In occordonce with respective detoll. 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 as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or gpproved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure lo all that Is required. Where threaded PVC connections are required, use threaded PVC adapters Into which the pipe may be solvent welded. Line Clearance: G. H. I. 1. All lines shall have a 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 as per manufacturer's Instructions. valves shall be connected to controller In Remote control numerlcol 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 Drowln~•· 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 all new sprinkler pipe lines and risers are 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. J. 3.04 3.05 3.06 3.07 2. Sprinkler heads shall be Installed only ofter flushing of the system has been accomplished to the complete satisfaction of the City of Carlsbad. 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 Item !zed. 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. 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 Ownor shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. EXISTING TREES Where It Is necessary to excavate adjacent to existing trees, the Contractor shall use all possible core to avoid Injury to trees and tree roots. Excavation In areas where two (2) Inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine Is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) Inch and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within 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 and adjust all sprinkler heads for optimum performance and to prevent oversproy onto walks, roadways, and buildlngs as much as possible. 2. If It Is determined that adjustments In the Irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes In nozzle sizes and degrees of ore as 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 ahall be set perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP valves will be set per manufacturers speclflcatlon so that each lateral operates at design pressure. Testing of Irrigation System: 1. The Contractor shall request the presence of the City of Carlsbad In writing ot 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 line• 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 mode only In the presence of the General Contractor and the City. No pipe shall be backfilled until It hos been observed, tested, and approved In writing. 6. Furnish necessary force pump and ell 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 oll materials and perform all work required to correct any Inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully Installed as Indicated on the Drawings when it ls obviously inadequate, without bringing this to the attention of the City of Carlsbad. This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and odjusted to meet site requirements. MAINlENANCE 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. REVIEWED BY: 3.De 3.09 3.10 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to Its orlglnol condition. FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system In Its entirety for the Owner at time of final observation. Any items deemed not acceptable by the Owner. shall be reworked to the complete satisfaction of theOwner. B. The Contractor shall show evidence to the Owner that the Owner has received all accessories, charts, record drawings, and equipment as required before flnol site observation con occur. SITE OBSERVATION SCHEDULE A. The Contractor shall be responslble for notifying the City of Carlsbad in advance for the followtng observation B. C. meetings, according to the time indicated: 1. Pre-Job Conference -7 days 2. Pressure supply line Installation -24 hours 3. Lateral line and sprinkler lnstollatlon -24 hours 4. Automatic controller Installation -24 hours 5. Control wire lnstallatlon -24 hours 6. Pressure supply line and 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-Sulit" record drawings, without completing previously noted corrections, or without preparing the system for said visit. PLOT DATE, 9/24/03 l"Ol(l(EST I<. HAAQ, A5LA, INC. LANDSC.AP5 AR.C.fflTEC.TU~E LAN!> 'P'L.ANNINt; !ZS'-, N. COAST" HIGHWAY l-AG,C/N',4 BEACH, CA u,~ I f', (9~9) '76-"'U I', (Hf) 316-90,1 iC'/~IV-~ •-I(t4rf f=r,T \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVIE',JED BY, DATE INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----1---+----------------t----,r---t---,----i ~ PLANNING DEPARTMENT ~ 1--~e---1----------------t---+--+---t---i IRRIGATION SP£C/FICATIONS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD. CALIFORNIA A_RFP~OVE~ ··" --~ tJ-29-oJ ASSIST ANT PL,,,ANLN-1-NG __ D_IR __ E __ C __ T __ O_R____ DA TE DWN BY: ---1 PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL OA1E INITIAL CHKD BY: ---1 CUP 2!1'8C A»_<A"8fl• ENGINEERING PLANCHECKER REVISION DESCRIPTION RV"'D BY· ~ L ___________________________________________________________________________________________ .L:..:...:: ______________ J:EN:G:IN~EE:R~Of:.:WO~R:Kl.---~:.:;.::;..:~::.:~:,;_ ___ .J.~□T:HE!R:.:f,i>:P:R~0V~A:L;.i_,:;:c1~TY::..:Af':P:R:o:v:AL~.!;;;wiiiiiij;;~~~~---------;,;:~-w ii -1, !1 l~ ---- I , .~~-1n-J~ "7" ·=-="'" r·--' ", I ---1-----1 '-.._ + ' at--,------f·ll.4----,--"' . +---,, :-r ..::r--~H~ ,-~:- i1\_ ! I' . // 1¥-' --'-+--__ [ !\ '' ' ! \ ·_;;.'=----t--~· I I. : I -1'\. I ' \ I \ /,'\ I ' -c' © 0 0 0 @ @ @ @ @ ® @ ® @ ® @ @) @ @ @ EXISTING CHI/ 11/Gff ENCL(>Sl/'/1!.E WAU PA'/1!.TIALL Y TO '/1!.eHAIN eXISTING BA'/1!.'/l!.eL TILE PATIO WAU TO '/1!.EHAIN eX!STING PUBLIC UTILITY EASEMENT t.lNEIIIT/t.lTY BOX PET( CIVIL ENG. PLAN PER CIVIi. ENG. PLANS. EXISTING CHU Pt.ANTET( WAU TO T(EHAIN EXISTING WOOP TT(ELt.lS TO T(EHAIN EXISTING CART PATH PAVING TO '/1!.EHAIN PEPESTT(IAN COi.OT( CONC'/1!.ETE PAVING WI t.lG/IT ACIP WASH FINIS/I ANP TOOLeP JOINT. GT(IP PATTET(N ~ 3'-0" O.C. Ve/llCULA'/1!. COLOT( CONCTt.ETE PAVING WI 1./GffT ACIP WAS/I ANP TOOLEP JOINT. GTt.lP PATTETt.N ~3'-0" oc. CONC'/1!.eTE CU'/1!.BIPLANTETt. WALL STAITt. # '/1!.ETAINING WALL /l'E'/1!. '/1!.NL PLANS, CHU LOW WALL WI W'/1!.0UGIIT l'/1!.0N FENCE RETAININGIPLANTIJT( WALL; CAP TO HATCH EXISTING STAITt. AT CAT(T TUT(N ATt.OUNP WOC>P TReLL/S CONNECT PET( EXISTING HETHC>P ON WAU. CONFE'/1!.ENCE T(OOH PLAZA FOUNTAIN# PLANTETt. ATt.Tt.lVAL PLAZA FC>IINTAIN PLASTIC NeAPeT( BOATt.P PEPEST'/1!.IAN CC>LC>Tt. CONCTt.ETe PAVING WI LIGHT ACIP WASH FINIS/I WOOP GATE '/1!.EHC>VE EXISTING PLANTETt. WALL l'fA,l'fC l'fP l'fF l'fG 161, l'fA.l'fB l'fE • !1111 1111 I li,i!!ll&llll,ll!IMIIIIIINIII '-~_ 11111 (-iy J / 0 EXISTING PA EXISTING PA • ' f----!---I --1 PLAN SHEET l<EY 0 10 20 ---0-- PA FO~"Ti:EST K, ffM&, ASt.A, INC, UNt:>SCAl'e A'/1/CI/ITEiCTUlt.e LAN&> PLANNfN& 12,~ N. COAST I/II.I/WAY LAf;UNA BeACH, t:A tu, I I'• (Ht) 376-.,,66 F, (Ht) 37,-f0,7 t,i~lf:, )\J/11!! i!!i!l!!!llll!!!l!l!mLLJiiiiimmi!!!li'!:7a-lll'i """"""""""""""'""""'""""'""""'"""""'b...-( _/~ //---.'-.. / / '"' (< ,// "i</ '-.._ '-._ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I ) I PLOT DATE, 9/24/03 "AS-BUILT" TITLE _______ _ REVIE\\IED BY, INSPECTOR DATE DATE 1-----+-+----------1----1------11--_j._--l ~ CITY OF CARLSBAD ~ r~==::::..:===PL=A=N=N:::IN:::G::::::::D:::E:::P:::A:::RT:::M:::E::N:::T==::::~~==::::; DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DAlE INITIAL CITY APPROVAL CONSTRUCTION PLAN ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ---CUP 2,-,c 'fo2-2Tt. RV\\ID BY• HO USE BUI CLUB TIIE FOUNTAIN, •oHENAt:>E, TIIE p,._ A ANO T/IE SP FOUNTAIN \ ING PA :Si)~~j~ ... 1 ! DAiE INITIAL ENGINEER OF WORK / / 1111 I ) OR PLANTING APPROVE~A~ION ONLY, AND IRRI RECISE INCLUDING O~ PLANTING LOCATION AREAS. / I / / I I O i o PLOT DATE• 9/24/03 LT" "AS-BUI TITLE---====-- REVIEWED BY• r 20 DATE DATE INSPECTOR CARLSBAD ~ ~ CITY N?i~ DEPARTMENT PLA N PLAN DA 1E INITIAL CONST~UCTIO ROOM PLAZA ARRIVAL/CO'ANFRESORT & SPA LA COST BAD CALIFORNIA CARLS /o-Z9-QJ A O~ DATE LANNING DIRECTOR DRAWING NO. REVISION DESCRIPTION DTfi:R APPROVAL DATE INITIAL CITY APPROVAL DWN BY: -CUP 2fTBC CHKD BY: RVWD BY• ASSISTANT p PROJECT NO. 'fOZ-21' I LE(!;END I. 2 >< 6 TON6UE ANO 611!.00VE CEc:>A!'it 5LATS i"I/ 2" X 2" TUeULAR STEEL F!'itAME ANO c:>IMONAL ~ORT. ALL SURFACES TO 6E F'!'itlMl:c:> 4 l"'AINTcc:> i"I/ (2) COATS FINISH l"'AINT TO MATCH Al'tCHITcCTUltE Tl'tlM. ::Z. HEAVY DUT'!" 5ELF CL051N6 HIN6E. 5. f'A55A6E LEVE!'it-ADA COMPLIANT ~ERE Al"'f'LICA6LE 4. ADJACENT ARCHITEC TU!'itAL i'IALL !5. ADJACENT f'AVIN6 ,\---;:I"6:::--,---1,-,,, -TY. -F-----1 I (D FITC.H TREAD ill 1% TO ~ Y:2 ~---1:2 FRONT TYF. \ •• __ I'-~' 0 ~~ l.1 @c.ONC.. 5TEF5 u B Y'l/MED. BROOM FIN. = 'l~ ~ . ,q,o 'f? , ,.,. ...., FERFENDIC.IJLAR TO TRAFFIC.. N ~ . . 0 -.,, . ,, 2000 F.5.1.@ 28 DAYS. .'I,[_ a.. 111 ® C.OLD JOINT ALONG-ADJAC.. P 1 · :. -"· ' · _,.._ 1"'-, ,-,, PAVING-4 LANDIN6 ED6ES. ,~ 08' .. vo A". ~ = _ I ~ ,...i:.~1:.::-% . . . ~" . . ·I 9 @) ADJAG. LANDING, FER C.ONST. . ·~ . <:>\ ~ -~ . . -~~~-.. 6'. l~, ~ FLAN. ... ., _"'." ·.~' _Iii 111 l~f' ~ @~~:~f..,?s~T.@le"O.C.. F:::::;,·. ..., .~ 0 • "\_. 111-1 11 ~:I 1 5 @APPLY 1/:2" RADIIJS NOSE : . ~n~ ~ ~ ~ ~ ffiilln t~~:~~S 4 JOINT -9 1=3 Un=1.. ..... ._·. ~. m11.L!..!j L,1._,_-11 , , G> #B BAR coNT. ® NosE ,. ti I~ ----------fJ8 2" C.LR. ALL ED6ES. • /. ,,.. . .,., @ ADJAC. PAVING, FER C.ON5T. • ( FLAN = ~ i,::,..-, c:~ "'I ~ C.OMPAC.TED 5U66RADE PER rn~\) -~e::.'-"· '-'-"· .• _ I...Y 5TRIJC.T. SOIL REPORT. ' !Ou • ',I ,.. ..-1, • F CONCRETE STEP = @ Ito SAR CONT. @ STEP FOOTING-. NOTE, I. ALL STAIR TREAD SHALL RECEIVE J/IIARNINcSo STRIPES PER SEG. BB06(Q) ADA C, I. JOINTS l"'f:11'. CONST. !"LAN • l"f:11'. JOINT DETAILS, DTL. 'A', THl5 SHEET. :2. APPLY 1/:2" RADIUS NOSE TO ALL EXPOSED EDi:So6, T'r'l"'. a. SMOOTH STEEL DOll'IEL AT EXPANSION JOINT trr1".), DTL. 'A', THIS SHEET. 4. 5Ua5,l'VIOE PER STRLICT. ENcS. DTL. !5. CONCll1.ETE FLATJIIIO"-K, FINISH PER CONSTRUCTION L!:61:ND. I!>. Rl:6,6,111. PER S71'WCT. EN(!!,, DTL. 1. DEPTH PER STl'WC.T. EN(!!,, DTL. VEHICULAR CONCRETE PAYIN6 LEGEND NTS 9 41----1111 51--~-tfll I. CAST STEE:L l"DIA SMALL 15ALL J/,4' DEi IH • 4 ' ' > • ' ' . . . . . • -.. ,4 ' ® 5~ 5GORe JOINT (SJ) © !:XPAN!>ION JOINT (!!J) I. DEF'TH f'et 5TRUGT. EN6. DTL. 2. $GORE JOINT 3. GONTl'tOL JOINT 4. EXF'ANSION JOINT !5. JOINT SEALANT, COLOR TO MATc-HC.O~TE NOT!!, •• 4 @ 5~T CON'l1't.OL JOINT (CJ) !5't@ I' I' 1' 1· ~ ; ; ; ; r-----~ - - - -,---... ® : -: I I ~ I I l'. : I- I I 1• 9 I ____ . . C I I I I I L-----i---__ .J_.,. ~ :ZO't@ I- @ f'LAI'! VIEi'! NT!! 6. CL.OS!:D CE!LI. l!!IACKellt 11!.0D "'I. EXl"AN510N JOINT, 1/2" THICK ~OU,ED MA TEl=tl.AL THMl./6H 5LAB &. SMOOTH 5TEEL DOl'IIEL AT EXF'AN5ION JOINT. SLIP JOINT ore SIPE. SIZE • O.C,. Sf'ACIN6 f'fl'lt. &TRI.IC, T. EN6. DTL. 'I. CONCRETE SLAB I. l"l'tOYIDE !!Xl"AN510N JOINT& AT MM. 2O'-O" O.C,., OR AS SHOY<IN ON !'LAN, a INT!!l'lt.Mel'IAT!! CONTl"OL JOI~ AT 1O'-O' MM. O.C. OR~ SHOll'IN ON ""-"N a ~ JOINT& SHALL eE INSTALL !5' O.C,, a L!:55 OR AS Si-lOl'IN ON CONSTl'IJC TION l"LAA 2. APDITIONAL JOINT& ~I~ TO AVOID Cllt.AIJ<I~ O!" l"AYI~ TO ~AC!! TO eE! l"l'tOYlc,ec, I'll !"RIOl'lt. A~AL 15'1' Ollff:l'lt. OR LANDSC,Al"E A"'-"HIT!!c.T. :;z: FINIAL ON THE PICKETS AND :2"DIA 6ALL FINIAL ON THE A JOINT DETAILS SC,ALE, 911::1-011 I: SUF'l"Olll.TS 1----'----------------------------------11 L (15 "lOTE: 1. ,S,ROIJT ALL C.MU CELLS SOLID • RETAININcS CONDITION AND LOCATION OF RE6A~ :2. I 1/2"XI" STEl!l. RECT,',N6l/L,A,!t 1iJSINcS !3. 1/:2" 5TE!:L SGUA!ltE TUelNi:So/PICKET5 4. I l/2"XI 1/2" STE:EL SGIJ,6,Rf! 1iJ61t-i(!o 5Lll"f"ORT • 6' O.C. !5. C.AST IRON COLLARS 116ee FO!lt 1/:2" eY CLASSIC. IRON SUPPLIES 6. CORE c:>111.ILLED C.M.U. ll'IALL TO RECEIVE FENCE SIJPl"ORT. DRY l"ACl<ED TO SECURE 1. 4"><e"Xl2" C.MU BLOCK 11'1/ SMOOTH ROUNDED MORT,',!<., 51\JC.CO FIN. C,A,P , COLOll1. TO MATCH All1.CHITEC11.IRE. e. e" C.M.IJ. RETAINlt-1(!, ll'IALL ,S,111.0UT ALL CELLS SOLID "I. STUCCO FINISH 4 COLOR TO MATCH Al'tCH. 10. FINISH ,:S,111.ADE I" o TI.JRF AND :2" • .SROUNDCOVER AREA 11. COMPACTED l"'El'll STFWCTIJRAL EN6. DTL. 1.2. Y'IATER PROOF MEME!AANe • 1/:2' DRYl,'IALL PROTEC. TION 1!3. 5" PVC PEll1.FOll1.ATED DRAIN PIPE i"RAP i"I/ 9C.U.FT. OF FILTER FAeRIC AND PEA MlAVEL 14. C.ONC-RcTE FOOTIN.s PEll1. STll1.IJCTUAAL EN,S,. DTL. 1!5. DIMENSIONS PER 5Tl'WCT. !:N(!!o, DTL. II!>. REBARS PEll1. STl'WC.T. ENi:So. DTL. D RETAININ6 ~ALL J,V ~ROUcS,HT IRON FENCE SC.ALE, S/4"=1'-011 d 'ITT'--I -=1 l=I 11-I " -I - 1-'I I 1=1 I f:'._111 'I I -1 1 -11 LEGEND I. FINISH ~ADE, :2" eeLOll'I FINISH 5Ufl1.FACE 11P ,:S,ll1.0IJNDCOVl:111. • Sl-ll'llJB. I" 6ELOll'I FINISH SUll1.FACE • '11JRF. :2. APPLY 1/:2" 111.ADIUS NOSE TO ,A.LL EXPOSED EPcSES, T'r'l"'. !3. CONC-RETE FLATll'IORK FINISH l"'E!il. CONSTl'WC.TION LetSoEND 4. RE6All1.5 l"'El'll STl'WC.T. EN.S. DTL. !5. JOINTS l"E:!lt CONST. PLAN AND PER "JOINT DETAILS", DTL. 'A', THIS SHEET. 6. COMPACTED SlJBi:SoAADE PER STIIWC.T. EN6. DTL. 6 PEDESTRIAN CONCRETE PAYIN6 SC.ALE, 1"=1'-011 __,,..--\. I ""°"'05eD 4"X4" l'tOOD LATTIC,e MATc-H SF'ACIN6 TO EXISTIN6 ~ TRELLIS PLOT DATE• 9/24/03 "AS-BUILT" ® !:XISTIN6 5'1VCCO FINISH PER AR.c.H c:>l:TAIL. - - - ---"" - - - -"'<"~ - .:i~ """ """ """ 1':11 """ ...,, !'.'I ""' "" """ rn """"' EXISTIN<!o AAMF' i"IELL ' ' 2 ~05!:D v-lOOD Tl'tELLIS C.ONNEC.T PEFl EX15TIN6 DETAIL .....__,,, £:Xl5TIN6 l'IOOD TRELLIS 1----1 2 EXl5TIN<5o !ltET AININdo i'IALL TITLE_______ DATE REVIEWED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----+---1-----------------+----+--+---1 L.:.!_j PLANNING DEPARTMENT ~ l---+---1--------------+---+--+--+----t CONSTRUCTION r:>£TAILS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA 'r=:,S;:Ro~ARLSBAD. CALIFORNIA ~===~===~=========================::====:===~====:====: I 'U.' ; ./Ul.l., I0-2CJ-oJ l---+---1--------------t---+--+--+----t ASSISTANT PLANNING DIRECTOR DATE •----------------------------J-,-----------------------------------------------------70A1'E17imiii0" _____________ IDA:i£'""11NfiiAi:-tDAliE11NiiiALJ DWN BY: --1-DAlE INITIAL DAlE INITIAL DAlE INl11AL CHKD BY: __ PROJECT NO. CUP 2J'8C DRAWING NO. of02-21'. RAMP ~ELL NTS ENGINEER OF WORK REVISION DESCRIPTION □THER Al'f'R□VAL CITY APPROVAL RVw'D BY, ;J ~ Ii 1/' Ii ---1/ I I I I \ I ~ ,, ,,--~ :::-_ ~ ~ ~ ,, ,, ,, ,, I I I I I ~ I I I I :::-_ l"'A I \ ;J ;j ___,, ""' /0-\ I \ I '- '<::: {/ '<::: {/ ~ {/ / ~=,I('------/ I I \ \ \ I / I I ', ' ' \ ' ' ' {/ ~ l"'A ~ ~ • :t> Ill --~~---: 9 {/ ~ PLAN LEGEND I. C.A5T STONE l"OUNATIN eoi,,u..s, AVAIL.AeL.E ~6H DURA ART STONE, 11010 L.IVE OAK FONTANA, C.A <12ee; MODEL IIF6-I, e DIA. - I EA., 6 DIA. - I EA. C.Ol..O"-, 5-15 SIL.IC.A ffilTE FINISH, CAST STONE, AE Ac.ID ETCH 2. e" THK. C.AF, POLI"-IN PL.ACE, COL.Ollt • FINISH TO MATCH ADJACENT PAVEMENT. C.AP TO SL.OPE INl"!ARD CENTER. OF FOUNTAIN o 0.596 SL.OPE. !5. l"OUNTAIN !301"1L. !!U!"FO!ltT/ l"EDE5TAL., OCT MONAL. 5HAPI: AS 5HOl"IN ON l"'L.AN, POUR. IN PL.ACE CONC-RETE. S"XS" 5L.A55TYL.E TIL.E COL.ORS, AVAIL.AeL.E THR.OU(!;H, 460 8L.UIN6 s;o ROY AL. eL.UE 6ec! OAAN6E e4"1 YEI..L.01"1 MAR.CATO TIL.E DISTRleLJT0"-5 INC. 26i5 5KYPARK DR., SUITE 201 TOR.AANCE, C.A "!0505 510 e56 4e>05 PHONE 510 e,5E, 4-e>O"I FAX e,oo E,E,4 oee,s TOL.L. FR.EE &c,AL.E, 1/4"•1'-0" 4. FOUNTAIN !\~IN !IOTTOM • l'\ALL.5, POUR IN PL.ACE C.ONCR.ETE. exs TILE COLOR., DSF-50 AVAILABLE T~O\JcS,H, NATIONAL. POOL TIL.E cS,R.OUl" e2es euc.1<HORN ST. SAN DIE50, C.A "12111 e,se, 4"12 16"!4 PHONE e,se, 4"12 1,e,2 FAX !5. l"'LANTIN6 AREA E>. C.OBOLT !\LUE POT TO MATCH EXISTIN6 ;, FACE OF FOUNTAIN BASIN I/IIAL.L., STUCCO TO MATCH ARCHITEC.Tl.l"-E e CONC. FOOTIN6 P"ER 5TRUC.TUAAL . EN6. DETAIL.. "I. PEDESTRIAN l"'L.AZA f'AVIN6 f'E"- C.ONST. PLAN 10. SAY'jC.UT JOINTS, f'E:R JOINT DETAIL. 11. EXPANSION JOINT, Pl:R JOINT DETAIL.. 1:2. WATER. LEVEL IS. COMPACTED ~E f'E"- 5TRUC. TUIV'IL E:N5. DETAIL.. 14. NOT USED 1!5. l"OUNTAIN !IOl"IL R.E'TU'lN L.INE WI ISOL.ATED CONTROL. VALVE e VALVE eox FOR. EACH BOWL • NOZZLE. f301o'U.. RETURN L.INE TO RECEIVE AN ANTI VO!ltTEX PL.ATE. SIZE l"'ER HYDRAULIC. EN6. 16. PROVIDE R.EGlt.Jlltl=D FR.ONT ACCESS 5i<IMMER.5 FOR SIZE 01" FOUNTAIN BASIN. Ii. i"IAL.L. MOUNTl=D OVERFL.OW e SENSOR l"OR l"IL.L L.INE. 1e. eLJBBL.ER5 4 l"IRE EGUIF. PE"-CONTRACTOR I"!. INSET!REGE55ED L.16HTIN6 FOUNTAIN L.16HT5. SR:GIFICATION e GUANTITIES TO BE DETER.MINED BY FOUNTAIN C.ONSULTANT/CONTR.Ac.TOR. NOTE I. H'T"DfltAUL.IC. EN6. TO SIZE f'UM!"S, FIL. TEl'ltS, C.HL.OR.INATOR. .$ FIL.!.., SUCTION 4 DETAIL. L.INES 2. l"OR. CONCRETE FOOTIN6 SIZES 4 SIZE 4 L.OC.ATION OF R.EINFOR.c.lN(!; STEEL, F<EFER TO STRUCTURAL EN6. DETAIL!:> !5. l"OR MOUNTIN6 OF FOUNTAIN BOl"IL.5, R.EFEl't TO STRUCTURAL EN6. DETAILS 4 MANUFAc.TUF<Elt'S RECOMMENDATIONS 4. ,.,IND 5PEED SENSOl't, REMOTE INSTALLATION Pl:lt MANUFAc.T. RECOMMENDATION. I T- ' I F~'/1/l!ST I(. 1/AAG, A~LA, INC. LANl>SCA1'/$ AR.C.11/TECTUR.E LANP PL.ANNING 12~4 N. COAST Hl&H\t/AY LAG,VNA BEACH.CA 97',5'1 j f'J•OJ 11'r'°'6 F, (H• 37(.-,0,7 ", . ._., ·r.;.~-'£"-'"~ ·i:':"!-"_ljli}Ifo'ill!llil¼~'. •,y, /'' •· r • r 1-------'----"----~-9 1--"-~,--,-_------r'. Ill • 4 jl SC.AL.E, li.2"•1'-0" • J Ill SECTION 16 1 SC.ALE, 1/2"=1'-0" PLOT DATE, 9/24/03 APPROVED FOR PLANTING 11~r4~ND IRRIGATION ONLY, "AS-BUILT" _-.,n "' INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE,_______ DATE REVIEw'ED BY• INSPECTOR DATE CONSTRUCTION ()£TAILS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA 1---+--1--------------+----+---+---+----t ,-!C1~-?-~!L-==~---/o-2!11-03 l --....--------------------------------------------------------------------------,1-:=.,~:,~t:,~~+-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-t:;~;_~~~~~h;;~i;~~ ;;A:::SS==I~ST==A=NT:::::::'::::PL=A=NN~IN=G=Dl=RE=C=TO=R====:;-;::::=D=AT=E~ DWN BY: --PROJECT NO. DRA'MNG NO. DA1E INITIAL DATE INITIAL DATE INITIAL CHKD BY A C.ONFERENC.E CENTER PLAZA FOUNTAIN : --CUl" 2'TBC 'f02-21t, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVw'D BY• ' ' ' I ' ' ' ,,f ' ' ' j ~ ' ,y ' ' ~ ., ~ ., ,/ / / LEGEND I. C.AST STONE FOUNATIN l901'il.5, AVAILABLE: Tl-!ROU6H DURA ART STONE, 11010 LIVE OAK FONT ANA, C.A "12881 / MODEL ll"e-1, 8 DIA. - I EA., 6 DIA. - I EA. C.OLOR, S-15 SILIC,A l"IHITE FINISH, C.AST STONE, AE Ac.ID ETC,H 2. 8' THK. C,AP, POUR IN PLAc-E:, C,OLOR • FINISH TO MATC,H ADJAc-ENT PAVEMENT. C.AP TO SLOPE INlliARD C.ENTER OF FOUNTAIN o 0.!5% SLOPE. 5. FOUNTAIN !901"11.. SUPPORT/ PEDESTAL, OC. T A60NAL SHAFI= AS SHOl'IN ON PLAN, POUR IN PLAc.E C,ONC,RETE. !5"Xfl" t:SLASSTYLE TILE WLORS, AVAILAeLe THROU6H, 460 BLUIN6 !510 ROYAL BLUI!: 6eq ORANISE e4"1 YELLOl"I MAR.c.ATO TILE DISTRIBUTORS INC,. 2615 SKYPARK Dl'it., SUITE 201 TORRANC.E, C.A "10505 810 e!56 4e05 PHONE 510 ese, 4eO"I FAX eoo 664 oe65 TOLL FlilEI!: / \ ,y \ f \ \ '-' "' ' "' ' ---- ,_ " ' ' ' I \ ' I J \ ' I ~ \ ' I ~ ,,f \ ~ I :,.... --""" \ {" I \ ~ I \ ?' "" ,::,- ~ -- 4. l"OUNTAIN 5A51N l90TTOM • l"IALLS, POUR IN PLAc.E C,ONC,Rl:TE. sxe TILE C,OLOR, DSF-50 AVAILABLE T~, NATIONAL POOL TILE 6"-0\JF e2es euc.KHORN ST. SAN DIE60, C.A "12111 ese 4"12 18"14 PHONE eee 4"12 11e2 FAX 5. FAc-E OF FOUNT,',IN 5ASIN l"IALL, STUC.W TO MATc.H ARc.HITEC.TURI!: 6. C.ONc.. FOOTIN6 PER STRIJC,TURAL l!:NtS. DETAIL. 1. PEDESTRIAN PL-'ZA l"AVIN6 l"!::R C.ONST. PLAN ' ' e. SAll'ICVT JOIN"re, !"ER JOINT PE:TAIL. "I. EXPANSION JOINT, !"ER JOINT DETAIL. IO. l"IA TEI'. LEVEL II. C.OMPAc-TEO SLJe6!1tADE PER STRUc.TURAL EN6,. OETAIL. rr~ ., .,., ~ ~ \ \ \ \ \ r '7 rl j ! \ \ _____ ___. j 1/ PLAN e,C,ALE, 1/4"•1'-0" r~\ 12. l"OUNTAIN 501"41-Rl!:TU!ltN LINE I_') C) W ISOLATED WNTROL VAL YE 4 -, VALVE eox FOR eAc.H 601/'L • NOZZLE. I BOl"IL RETVRN LINE TO RE<:,EIVE AN ANTI VORTEX !"LATE. SIZE PER HYDRAULIC, EN6. \ \ 15. PROVIOE REGUIREO FRONT AC,C,ESS \ \ SKIMMERS FOR size OF FOUNTAIN BASIN. \ ,J( 14. i'lALL MOUNTEO OVE:RFLOl"I 4 l.,) SENSOR FOR FILL LINE. ) 1!5. eLJeeLERS 4 FIRE E:GUIP. PER C.ONTRAc.TOR 16. INSET/REC.ESSE:D Ll6HTIN6 FOUNTAIN Ll<S<HTS. 1 SPEC.IFIC.ATION 4 GUANTITIE:5 TO BE: DE:TERMINl:D , (1 BY FOUNTAIN C,ON5UL TANT/C.ONTRAc-TOR. --,-l-.,....-\-lL.l.,---,---~ I. HYDRAULIC, eN<S<. TO SIZE: PIJMl"S, FILTERS, C,HLORINATOR 4 FILL, SUC.TION e OE:TAIL LINES 2. FOR C,ONC,RETE FOOTIN6 SIZES • SIZE: 4 LOCATION OF REINFOR.c.lN6 STE:E:L, REFER TO STFWC,TURAL EN6. OETAILS !5. l"OR MOUNTIN6 OF FOUNTAIN eGl'il-5, REFER TO STRUCTURAL EN6. OETAILS e MANUFAC.TURER'S REWMME:NOATION5 4. l"IINt> SPEED 51!:NSOR, lltEMOTE INSTALLATION PER MANUFAC.T. RECOMMENOATION. a a '1 4 d a 4 ~ Li F0-1(1(/!ST I(, HAAIJ, A5LA. !NC. LANO SCA,,~ A!t.C#('fECTU!t.E I-ANO ,,LANN!Nt. 12~-f N, COAST H/lf,HWAY LAG.UNA BE'ACH. CA t2'~ I ,,, (Hf) J7 ... f<>'6 F,(H,J 11•-to•1 ,,,::~'i:s,!(';1;;''~/ -~ <<r::rsif0.}{t ",-\ , I • • n'l " . q 1 Ill • r- • SECTION 'A' 9 N APPROVED FOR PLANTING D IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SC.ALE, 1/2"•1'-0" 5EC. TION 'B' SGALE, 1/2"•1'-0" PLOT DATE• 9/24/03 "AS-BUILT" TITLE_______ DATE REVIE'.IED BY• INSPECTOR DATE [sHEfil CITY OF CARLSBAD fSHEIBl 1---+---+--------------+---+---+--+--""4 ~ PLANNING DEPARTMENT ~ ::=~====================:...::::::= CONSTRUCTION OETAILS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA ~o~~~~w ----c:---c:------=---,t)-Z9.03 1---------------------------------------------------------------------------------tl-=,=,:=-t:::,=-t=-=-=-=-=-=-=-=-=-=-=-=-=-=--=--=-=-=-=-=-=-=-=-=-=-=-1=-=-=-=-t=-=-=-1=-=-=-=-t=-=-=1 ASSISTANT PLANNING DIRECTOR DATE DAlE INITIAL DWN BY: --PROJECT NO. DRAWING NO. OAlE INITIAL OAlE INITIAL D BY REVIS ON DESCR PTION CHK : --1 CIIP 2~8C -f02-211:. A ARRIVAL PLAZA FOUNTAIN ENGINEER OF WORK I I □Tf£R APPR□VAL CITY APPROVAL RV'.ID BY• GENl!IW. COrGIIWCllON NOIES 1 •••• Provide labor, moteriols, tools, permits, laxes and all other requirements considered as necesaory to complete planting installation as indicated on the Landscape Improvement Plans for the La Co.ta Spa~ The installation shall be complete in every rsspect to the satisfaction of KSL 0..91..,,,,.nl Corp. hereinafter referred to 01 the •owner" or the •owner's representative." L 11111M. WUU& A. The landscape contractor aholl be llcenHd or certified by the state of California for performance of the type and scope of work ohown on the plans. B. The contractor shall carry all nece .. ary Insurance to cover all workere and instollotion crews and othere Incidental to the work of this Job so as to offer full protection to the Owner and the preparer of this specification and associated drawing package from any possible damage, stiil. lien, or other action directed against, to, or on the Owner's property, agency or agent. C. The contractor shall apply for and pay for all necsssary construction permit■ o. and fees required by local, stole, and federal governing codes and municipalities to complete the work. Local, state, and federal codes, laws, rules and regulations governing or relating to any portion of this work ere hereby mode a port of these plans end specificatfons and shall take precedence over details, specifications, and direction delineated heretn. E. The contractor shall maintain a qualified aupervisor on the site at all times during construction through completion of pick-up work. F. The design, as indicated on the plans, is diagrammatic. Sealed G. H. dimensions are approximate. Verify all site dimensions prior to proceeding with the work. In the case of discrepancy the actual field conditions shall dictate the most prudent a-nd reasonable method of resolving plan/field discrepancies, It is the reaponstbility of the contractor to point out and document to Owner (verbally and in writing) ony plan/field dlocreponcles providing ample time 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. Reference Documents: 1. American Joint Committee on Horticulture Nomenclature. Standardized Plant Names, latest edition. 2. American Association of Nurserymen Inc. American Standard for Nursery Stock, lote■t edition. 3. Stondord Specifications for Resort and General Public works Con■tructlon. 4. Agricultural Code of Collfornlo. 5. CmllbCld Municipal Code 6. UBC 7. UPC Proceed only under the direction of the Owner's representative should there be any encountered obstructlon1, grade differences or discrepancies found on the site or any discrepancies within the plans from those encountered in the field. Immediately bring discrepancies to the attention of the Owner and ths owner's representative. 11 notification is not provided, the contractor shall assume full responsibility for nec.ssary revisions. I. The contractor shall note all existing finish grades frior to commencing work. Restore finish grades changed during the course o the work to original contours or intended contours where Indicated on the plans 011 practical. J. The contractor sholl coordinate installation of planting to avoid conflicts with grading, construction, irrigation, utilities, or engineering or architectural features. The contractor shall adhere to the con■tructlon procedures required by the general public Works Deportment of the City of ~d in all caseo. K. The instructions to bidders provided herein shall be completed and returned to L M. N. 0. P. the Owner's representative with the bid by the contractor and ore a part of these bid documents. Upon award of the eontroct. the contractor shall Immediately locate, order and purchase. or have held, all specified plant material. Tho site shall be kept clean and free of excess equipment, materials and rubbish Incidental to the work during the con■tructlon and molntononce period. Tho Owner's representative shall hove the right to suggest and make minor modification In the design and Installation. If addltlonol compensation Is required to accomplish these changes, a change order shall be prepared by the owner to address the change in scope of this contract. Prior to excavation, notify Underground Service Alert (1-800-422-4133) and locate utilities. electric cables, conduits, sprinkler 11nes, heads, valves, and valve control wires so that proper precautions may be taken not to damage such improvements. In the ~nt of a conflict between existing lines and plant locations, promptly notify the Owner's representative to arrange for relocation of utilities or redesign of improvement plans. Notify Owner's representative In writing of soil or drainage conditions encountered during construction which are potentially detrimental. S. 11'11 fl« A. All mooonry shall be reinforced grouted ma1onry. Grout solid all cells which contain rebor, bolts, etc. Grout solid all cells below grade. Specific compressive strength (F.M.) shall be 1500 pol minimum without inspection, UNO. 8. Mortar shall be type "S" mixed In the proportion of 1 part Portland Cement to ½ to 1/4 ports lime putty to 2-1/4 to 3 times the sum of the cement plus lime putty parts of sand. C. Grout shall attain a minimum compressive strength of 2000 p1l and shall be mixed in proportions of 1 part Portland Cement to 1/10 part lime putty to 2 to 3 parts sand to a maximum of 2 parts grovel. O. Aggregates for mortar and grout shall be natural aand and rock conforming to ASHA C-144 (mortar) and C-404 (grout). E. Cement shall be Portland Cement conforming to ASTM C-150, type I or II, low alkali. F. All concrete block shall conform to ASTM C-90, grade N-1. G. All reinforcement. bolts, etc. shall have a minimum grout coverage of 3/4". H. See the architectural drawings for type of units, laying pattern, and joint details. Unless apecifically shown otherwise, all concrete block shall be laid in running bond. 4. IIIIIC1UM. Sll!L A. All fabrication ond erection shall conform to the latest edition of th• Alao. Manual of Steal Construction. 8. All welding shall be done by certified welders. All field welding shall hove continuous inspection by o registered Deputy Inspector or as required by local buildi"9 code. C. All full penetration groove weldo shall be ultrasonically tested (Ul) for the extent required per the current edition of the Uniform Building Code. D. All structural steel sholl confonm to ASTM A-36. E. Anchor bolts and unfinished bolts shall conform to ASTM A-307. F. All welding electrodes sholl conform to AWE E 70-XX. G. All pipe shall conform to ASTM A-53 grade "B" (35 KSI). H. All tube shall conform to ASTM A-500 ( 46 KSI). II. 11!111 W IIIIIL A. Reinforcing steel shall conform to ASTM A-615. Grade 40 for sized /13 and f/4 and grade 60 for sizes f5 and larger. B. Welded wire fabric (mesh) shall conform to the latest revised ASTM A-185. Smooth wire fabric sholl conform to ASTM 185, yield strength 60 KSI. C. Welding of reinforcing steel shall conform to AWSD d12-1 using proper low hydrogen electrodes. All bare to be welded shall conform to ASTM A-706. o. All bore in masonry shall be topped o minimum of 40 bar diometera (2' -o" min.) at all splices unless noted otherwise. E. All bars in concrete shall be lapped a minimum of 36 bar diameters (2' -0" min.) at all splices unless noted otherwise. F. Splice• of horizontal rebar in walls and footings shall be staggered 4' -o• minimum. G. Dowels for wall• and column• shall be the same si,e and spacing as the won/column reinforcing unlese noted otherwise. H. AJI bending of reinforcing steel shall conform to the loteet edition of the Uniform Building Code. I. CONN.Ii A. Uni-noted otherwlea, all concrete shall attain a minimum compre11M1 strength of 2500 poi at 28 days. 8. Aggregates shall be notural oand end rock conforming to ASTM C-33. C. Cement shall be Portland ASTM Cement conforming to ASTM C-150, type V, low alkali, or 011 required to satiety l!lite soil conditionl!I os determined by the project Solis Engineer. 0. Weter ohall be patoble, 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. Admixturss to be uoed In concrete shall be subject to prior approval by the engineer. F. Maximum p1rml11lble water-cement rotfoa for concrete 1holl conform to current U.B.C. G. Concrete shall be cured while in o moi■t condition for at least the first 7 days after placement. Methods for accelerated curing shall have prior approY<II of the Engineer or Owner's representative. H. The following minimum clear diston~s between reinforcing steel and face of eoncrete shall be maintained unless noted otherwTse. Slobs on grade Center of slab Concrete below grade, formed 2" Concrete below grade, unformed (poured against earth) 3" Concrete expooed to weather 1-1/2" I. Pipes may pass through structural concrete in eleevu, but shall not be embedded therein. Pipes or ducts exceedtng 1 /3 the slab or wall thickness shall not be placed in the structural concrete unless specifically detailed by Structural Engineer. J. Provide 3/4" chamfers at all exposed comere. K. Refer to architectural drawings for reveals, area• of textured concrete or special finishes. items required to be cast into the concrete, curbs and slab depressions. A. The Contractor shell design all farms and supporting shore■ In conformanoe with ACI 347-78. Design shall include rate and method of placing concrete and construction loads, Including vertleal, horizontal, and Impact loads. Fonms shall be substantial and sufficiently tight to prevent leakage of mortar and properly braced or tied to maintain position and shape. B. F'orms shall be removed In such a manner as not to Impair safety and eervlceablllty of the ■tructure. All concrete to be exposed by form removal shall hove sufficient strength not to be damaged thereby. The ACI Committee 347 suggests the following minimum time form• and supports should remain In place under ordinary conditions 01 applies to this project: Walls and exposed vertical surfaces 12 hours C. Reshore until 26 days ofter placement, and for full duration where construction loads exceed specified 9ervice loads. Reshore shall conform to ACI 347-78. A. All construction and workmanship ■hall conform to the 1994 Uniform Building Code. 8. These notes ■hall be u■ed In conjunction with the piano and any dlscreponcle■ shall be brought to the attention of the Architect and the Engineer. C. Contractor mu■t check dimensions, framing condition,, and site conditions before starting work. The Architect and the Engineer lhall be notified Immediately of any discrepancies or posslble deficiencies. 0. Conditions not speclflcolly detailed shall be constructed aa apeclfled In typical details for the respecttve materials. E. The drawings and specifications represent the finished structure. All bracing, temporory supports, shoring, etc. is the aole responsilbtnty of the Contractor. Observatlon visits to the job slte by the NChitect and the Engineer do not Include inspection of construction procedures. The Contractor is solely responsible for all construction methodsi ond for safety conditions at the work site. These visits shall not be construed as continuous and detailed inspections. F. Design, material■, equipment, and product• other than thooe described below or Indicated on the drawings may be considered for use, provided prior approval i11 obtained from the Owner, Architect, Engineer and applicable governing code authority. G. AU conditions noted as existing are based on the best information currently available at the time of preparation of these drawings. The Contractor is to verify all conditions before starting work. Should conditions arise which ore different from those shown on the drawings, the Architect and Engineer shall be notified immediately and additional drawings based on more accurate information will be prepared. 1.WICM A. "'11 exlotlng fill soil and dl■turbed natural 10111 are to be excavated and replaced with properly compacted fill. All filling, backfilling, re-compoction, ete. is to be performed only under the superviaion of o Soila Engineer. B. All excavations are to be inspected and approved by a Soils Engineer prior to the placement of any concrete or reinforcing steel. C. Footings ore to be carried a minimum of 1 '-6" Into firm undisturbed natural ■oils or approved compacted fill. 0. Oeolgn bearing pressure is 11!00 feet pof (continuous footings) with a 33ll: Increase for seismic or wind loading. F. Relatively non-expensive fill should be used in backfilling behind walls. All wolls shall be adequately shored during the backfill operation. G. All excavations, grading, compaction. etc. Shall be performed in accordance with the soils report. H. The Contractor must verify that the plans have been reviewed by the Solis Engineer prior to start of construction. 10. -·· i..... NOia A. All local bulldlng ordlnaneei shall take precedence over the conltructlon scope deocribed herein. B. During rough gradtng operotlon■ and prior to construction of permanent drainage structures, temporary drainage control shall be provided to ovoid wash-outs and damage to construction underway. C. Swale slopes shall be a minimum of 5%. Cut and flll slopes ■hall be a minimum of 2%. D. The design Civil Engineer oholl exercise sufficient project/site control during grading and construction to lnaure compliance with the intent of the drawings and apeciffcations. E. The Solla Engineer shall exercise aufflclent control during grading and construction to insure compliance with the local construction techniques and requirements In order to implement the Intent of the drowlngs and specifications. F. All underground drainage and utllfty foc111t1ea shall be In piece and Inspected prior to backfill and pavlng Tncludlng but not llmlted to the following: sewer, water, drainage, ga11, and electrical service. G. Fill and backfill should be compacted to a minimum of 90% of optimum dry density in arecs to receive pavement or tennis facility improvements including, but not limited to the following: tennis court surface improvements, tennis court lighting standards. tennis court fencing. seating are0s, retaining walls. H. The elevations of surfaces shown on the pion by a spot elevation shall be assumed to be located at the decimal point of the spot elevation shown. I. The grades depicted by spot elevations shown on the plan are relative to one another. Under the direction of the Design Engineer, elevations may be adjusted in the field to address special site conditions not addressed on the plan. l'Oftlf:EST K.. HAAG, A.!ILA, /Nt:. t.ANl>St:APE A1t.CfflTECTt.J1t,E L,4NP Pt.ANNING 12~4 N. C.C,AST HNJHWAY LAGUNA BEAC.H, CA f2t,~ I PdH•J n•-w•• l'JH•J nr,0,1 l:1;1~1\1~ "-° " I!( - ~. UiJ\ ,1460!1 \03 • DA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE, 9/24/03 "AS-BUILT" TITLE ________ _ DATE REVIEWED BY• INSPECTOR DATE 1----+-----11------------1--4---1--L,__J~ CITY OF CARLSBAD fsREIBl · ::~==::::'..'.===P=L:::A::N::N::IN::G::::::D::E'::P::AR'::T::M::E::N::T==~.:~==o==: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REV1S10N DESCRIPTION OTHER APPROVAL CITY APPROVAL CONSTRUCTION SPECIFICATIONS ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD. CALIFORNIA A'(!,1RO~_ ~---------,tl..Z9-01 ASSISTANT PLANNING DIRECTOR DATE OWN BY: CHKD BY: ___ , RVIJD BY• PROJECT NO. CU1' 2'FIC DRAWING NO. ,f02-2~ _, __ I i ' ' ' r+- ' I 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 all questions relating to "interpretation" of the drawings and the acceptable fulfillment of the contract. 12. The controctor shall at oll times protect his work from domoge and theft ond replace o!I damaged of stolen ports 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 utillties contractor shall verify at the location and condition of all utilities and be responsible for damoge to any utilities. 14. Any wiring that may be shown on the plans is diagrammatk:ally routed for clarity. contractor shall route to avoid conflict with stationary elements in such CJ manner as to conform with the various details and to utilize irrigation trenches where possible. 15. Electrical contractor shell submit to Owner and landscape architect, o shop drawing indicating hook-up, circuit datC1, instotlotion detoils, and switch and liming devices for complete operating system. LIGHTING LEGENP KEY !JESCRIPTION HANUF HO!JEL • - ♦ 0 D TTt.EE U1'/..lf;./IT /IAOCO BCL1' WIT/I S'F HOUNT/N(;. STAKE 12 VOLT, 'FO WATT. HR!f. LAMP (BAB WFL -,oA), 1'A/..H TTt.EE Ll(;/IT, IIAf>CO BCLlrA WIT/I HC/-A MOUNT (3) LIGIITS, TWO UP' I 12 VOLT, 20 WATTHTVf. LAMP' ONE !JOWN (BAB WFL -,O"J. FOUNTAIN LIGIIT BY OTIIE/tS UWL-1-A SLACK, 20 WATT, T3 IIALC>GEN LAMP BOLLA1'0 UGIIT f>ELTA SHA-OT BLACK 70 WATT 1'LT "12 G,,:Z"IGJ."I 1'ECESSEf> STEP f>ELTA WK-FL BLACK LIGHT 13 WATT NOTES: • C001'f>INATE Ll(;IITIN(; WIT/I TTt.EE LOCATIONS. SEE SIIEETS L2 .I TH1'0UG/I L2.2 • 1'EFE1' TO ELECT1'ICAL ENGINEE/t'S ,.LANS I OETAILS FO/t CONNECTIONS. • AVAILA/ILE WIT/I : LIG/ITOLIE1' CONTACT: BRENOA SCHWA1'TZ (9"19) 360-7313 REFER TO SPECIFICATIONS-INSTALL PER MANUFACTURER'S SPECIFICATIONS i'.'5 )W_JC.,7~-=1.,·--.· -7 I \ I \w CJ,;'. f--t ' i I . . --_,. .r:;t;-~,} / ,,7'·/-,-, ---,,.,.~ ' -'· .'(· QTY, REHA1'KS f>ETAIL 1'EFE1' TO HANUFACTU1'E1''S SEE f>ETAIL C, SIIEET L-,t,3 SP'ECIFICATIONS F01' INSTALLATION. 1'EFE1' TO HANUFACTU1'E1''S SEE f>ETAIL A, SIIEET L-,t,3 SPECIFICATIONS F01' INSTALLATION. INSTALL W.1'. ltEFER TO HANUFACTU/tE1'S SPECS. F01' INSTALLATION 1'EFE1' TO HANUFACTU/tE/t'S SEE !JETAIL ,:,, S/IEET L-,t,3 SPECIFICATIONS F01' INSTALLATIONS ltEFER TO HANUFACTU/tE1''S SEE !JETAIL II, SHEET L"ID3 SPECIFICATIONS F01' INSTAL/..ATIONS 0 ,L r I I t ,I 9 / )L Oi --t----1 · PLAN SHEET KEY 0 /0 L r I I I I I l, I 20 -I I l'l:>/l!./1!.IJST K, HAAQ, A5LA, INC. LANOSCAl'E A/l!.CI//TECTrJ/1!.E LANO F'LANNINQ 121;,1 N, COAST HfUWAY LAG.UNA BEACH, CA 92f,-I I": (Ht}"'°"'°'' F: (t4t) 11,-w,1 t(?:~1f!WL , _ , 'l'l!',sJ!ld'',~· I f -- l I ---~ , . -:2t= . · .. :. ~ . "--.:__:c----"--+~"'' I "-ci; / . ---~...,J""' ,-.--• / ·,-;_ .l_ !-~ ,-, I ' \ ) I ,-- ! I f I J_ APPROVED FOR PLANTING :;:.~ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ ) ) ) I PLOT DATE, 9/24/03 "AS-BUILT" TITLE _______ _ DATE REVIE-..,ED BY, INSPECTOR DATE fSHml CITY OF CARLSBAD fsHEETsl r---r----t-----------------1----1--+---+---I ~ PLANNING DEPARTMENT ~ :=='..:==::::::::::======::::::::::::=======!..'::::::=~ SCHcHATIC LIGHTING PLAN ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION aTf£R APPROVAL DATE INITIAL CITY APPROVAL ROVEfr>.A ~~/~CIM~c-==----ro-2!1-a:J ASSISTANT PLANNING DIRECTOR DATE A OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ---1 CUP 2'F8C -,02-2R RV-..,D BY• lto, 0 JIGQ CLUB HOUSc BUI ING Ft>ll/11/EST K, HAA~. ASL.t INC, UNPSCAl"E AII/CI/ITECTVII/E UNI> l"UNN/Nt; 12~4 N. C0,4ST HIGHWAY lA&.UNA BFIN:-11, CA 92,,; J I", (Ht) 37••'I0'6 FJtO) ~1.-,0,1 \ \ APPROVED FOR PLANTING a\-t-AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE• 0 9/24/03 10 "AS-BUILT" TITLE-------- REVIE.tED BY• INSPECTOR 20 DATE DATE t----t--t-----------+---l-------1------1---l ~ CITY OF CARLSBAD I SH;;TS I ~L__j===--===::P:::L::A::::N:::Nl:::N:::G:::D:::E::P::AR:::T:::M:::EN::::T::::=~~=~ SCHEMATIC LIGHTING PLAN ARRIVAL/CONFERENCE ROOM PLAZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA i----t---1--------------+---I---I---..I.--...J ,i= ,t.r~~ .. ~;;=~~~~~~~~~~===d <KL>--=--------="""--------b~q.qi ASSISTANT PLANNING DIRECTOR DATE l-iio:.'AlE:;;;,-+.;,N.,;ITl;:;AL;;;-l------------------l--OA-'TE---l-lN_ITI_AL-1-D_A_'TE-l-1-NI_TI_AL_J iig;;'i:,~K(fD:;Bi';:~~=,:=-:~::~~-=~==~P~R~O~J~EC~T===::N=:O=.=:::;;:D:::R::::A:::Wl==NG=N=o:::;. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV.tD BY• CVI' 2~BC -,02•2'f/!. D -~.-.. / I ""' .A'--------1 I -1---_ _J_ j PLAN VIEW ELEVATION LEGEND I. I-IADCO, l!!Cl.16 UI/ e& MOUNTING &TAKE 12 VOLT, &0 WATT, Mi'tlil> LAMF (!,Ae u.!'L 4'!')") 2. MULTI-TllaJNK Tlll!EE! ,. l'INl61-1 Gl'tADI! TREE UPLIISHT LEGEND I. DELTA, &MA-DT eLACK, 1<11!' WATT FLT 42 Gx24Q4 2. FINl&l-1 SUl'<l"ACE! 3. FINl&l-1 Gl'tADE! 60LLARD LIISHT A s NTS LEGEND I. Tl't!!I! 2. LIG!-IT l'IXTiJflt!! I-IAOCO, l!SCLlb-AUJ/MCl·A MOUNT 12 VOLT, 212l WATT Ml'lt16 LAMF <eAe UJ=L 4,z,•) 3. &l:l'tVICI! CAeLI! •&l!:CU!lt!! W/ MA 3 cAeLE! 1-!0LD-DOUN 5TAeLE!5. 4. T"'-AN&l'Ol'IIMl!l't· LOCATE! AeOV!! l!'<!"IGATION 5Fl'tAYS AND OF'POSITE! OF WALK5. &. CONT""4CTOl't TO CONFIJll!M 1-!E!IGI-IT OF LIGI-ITS ELEVATION PALM TREE UPLIISHT 4 DOY'IN LIISHT RECESSED STEP LIISHT .. ·• • . . . . · . .. •, ' .... .. ',r, .•• ·• : , . ' .. LEG:END I. DELTA, WK 51!1'tl!!5 l't!!CE!55E!D 5TE!I'" LIGol-!T, Ill WATT MA><., FLOWl't!!SCENT eLACK 2. WALL 3. FINI&!-! 5Ul'IFACI! NT$ FOTI.REST K. HMt;, ASLA, INC. LANOSCAl'E PLOT DATE, 9/2-4/03 APPROVED FOR PLANTING "AS-BUILT" AII/CHITECTVlf:E LANO PL.ANNIN(; 12'14 N. COAST Hff;HWAY LAf;.UNA BEACH, CA 92'-IJ' I ~~~;\tAND IRRIGATION ONLY, />c (Ht) '7w-to•• /"', (H•J J1rtof1 ·•·:}:>:,,t:·:~i&':;:/·. ' ·(''!\',~¼'~/ '~ r·----(~ ~t - INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE_______ DATE REVIE'w'ED BY, INSPECTOR DATE t--+--+------------+--+---1-----1----1 ~ CITJAN?r~ D~P1~~~TBAD ~ LIGHTING PETA/LS ARRIVAL/CONFERENCE ROOM PUZA LA COSTA RESORT & SPA CARLSBAD CALIFORNIA ""---------lo:z.q-oJ ASSISTANT PLANNING DIRECTOR DATE houATE;;rll-;;,N.;;:;ITl~AL,+-------------+:::coA-=TE:-+.,,.,Nl=-TIAL,.....+-,0-,ATE:.,,......I-IN-111-AL-I ~D~WN~B~Y,= _= _= _=_ ::;:~~P~R~OJ~EC~T;=:N::=:O=. =::;-;::::DR;:A=Wl:::N:;G=N=;O. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: --CVP 2'$BC -,02-21( OTHER APPROVAL CITY APPROVAL RV'w'D BY1