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Home My WebLink AboutDWG 354-5L; CT 94-08; POINSETTIA SHORES AREA B-1; 01-22GENERAL NOTES RECLAIMED WA lER NOTES 1.AU. WORK SHALL BE DONE IN ACCORDANCE 'MTH THE CARLSBAD MUNICIPAL WATER DIS'TRICiS "CARLSBAD RECLAMATION RULES &. REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER 1993. 2.DRINKING FOUNTAINS SHALL BE PROTECTED rnoM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC Tl,BLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3.BEST MANAGEMENT PRACTICES SHAU. BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4.HOSE BIBS ARE STRICTLY PROHIBITED. 5.0N-SITE CROSS-CONNECilONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6.NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7.AU. ON-SITE PIPES SHALL HAVE WARNINC TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULA110NS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN lHE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A OIITTRENT 11ME) wrn., QUALIFlED SUPERIIISION PERSONNEL ON SITE. 9.PROVIDE A MiNIMUM OF AT LEAST 18 INCHES OF COVER 01/ER AU. WIRING AND PIPING. 10.NON-DESIGNATEO USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLO~ SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGA110N OR Oil-iER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11 .IRRIGATION HEADS !SHt,U. BE RELOCA TEO OR ADJUSTED TO PREVENT OVER-SPRA)1NG ON SIDEWALKS, STRF:ETS AND NON-DESIGNED USE AREAS. 12.RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISlRIBUTION SYSTEMS( SPIKES NOT JNTERCHANGEl'iBLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13.METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNIOPAL WATER DISTRICT. 14.AU. IRRIGATION PIPE SHAU. BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECLAIMED WATER, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD l,IUN!CIPAL WATER DISTRICiS RULES AND REGULATIONS. 15.AU. POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALL \lilTH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16.l'IHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE·RECLAIMED LINE SHAU. BE INSTALLED 1'11",l-llN A PROTECTIVE SLEEVE. Tl-IE SLEE\ol: SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FF:ET. 17.A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED WATER. 18,A MINIMUM or 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES * 19.DEVELOPER/ CONTRACTOR SHALL CONDUCT A CROSS-COt'-INECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONM~NTAL HEALTI1 PRIOR TO ANY USE OF RECLAIMED WATER. 20.QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO TI1E FOLLOWING: RECLAIMED WATER -QUICK COUPLING VALVES USSO IN RECLAIMED WATER SY'STEl.!S SYALL HAVE ACME TYPE n.!READS MW PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL 21.il-iE ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD M:JNfCIPAL WATER OiSTRICT ANO/ OR Tl-'': ',AN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL Tl,. CCJP!ES OF IN SPEC i!Or, REPORTS WlcL BE FORWARDED TO THE NON-INSPEC"TlNG PARTY. * 22.DEVl':LOPER SHALL SHOW THE LOSA TION OF R.C. StGt;S "Do NOT DRINK" ON THESE PLANS. * 23.AN ON-SITE USER/ SUPERVISOR SHALL BS DESIGN A TED IN WRITING. THIS INDIVIDUAL SHALL BE F' AI.IIUAR WITH PLUMBING SYSTEMS \\1THIN THE PROPERTY. \lilTH THE BASIC CONCEPTS OF BACKFLOW/ CROSS-CONNECTION PROTECTION, ANO THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS S'iALl. BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEAL TH SERI/ICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MA TT ESKIN 0 (714) 598-0100 OR AFTER HOURS CONTACT MATT ESKIN O (714) 598-0100 * ITEMS NO'S 8, 19, &. 23 SHAU BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHAU_ BE PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALl.. JUST PRIOR TO ACTUAL USE Of' R.C. WATER. 24.SHOW AU. PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. 25 ON RECLAIMED WATER SYSTEMS. AU. APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. ~ Df;O ....,., '&AlO'. ""=- BLACK LOGO PURPLE BACKGROUND 36" · 1" BLACK LETTERS w IIC'C..AW'.ll W.l'Ot DO 00T '-« RECLAIMED WAT /SIZE) 12" X 36" .060 ABS PLASTIC OR STICK-ON 1 • BLACK LETTERS 18" X 18" SIZE VINYL SIGNS ALSO .015 ALUMINUf.l .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS z 2" BLACK LETTERS POINSETTIA SHORES AflEA 8~1 RECLAIMED WATER SYSTEM (PRNATE) SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER \/;HERE THEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I.GUIDELINES FOR RECLAIMED WATER USE 1.IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH OUALIFlED SUPERVISORY PERSONNEL ON-SITE, NO SYSTEM SHAU. AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RA TE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMP A 11BLE WITH THE LOWEST SOIL INF1L TRA TION RATE PRESENT. THIS PROCEDURE MAY BE FAC!UTATEO BY il-iE [FFlCIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E.. EMPLO'i1NG THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES il-iA T WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3.ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER TI1E CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4.MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5.EDUCATE All. MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS Of THE PRESF:NCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R,C. WATER IS MEANT FOR IRR. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, H,',ND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE OF YOUR EMPLOYEES. 6.0BTAJN PRIOR APPROVAL OF ALL PROPOSED CHANCES AND MODIFlCATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DC:SIGNED .IN ACCORDANCE WITH DISTRICT STANDARDS. 7.ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFlCA TION TAGS. A TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4". PURPLE IN COLOR 'MTI--1 THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND " A\'1SO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. I1.!PRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISE OR APPROVED EQUAL. El.ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DtRECTtY OR Win.! PLASTIC TIE WilAP OR 2. A TT AD-I TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE YwRAP OR 3. ATTACH TO VALVE COVER l'!iTI1 EXISTING VALVE COVER BOLT, 8.ALL SPRINKLER HEADS SHAU. BE IDEN11F1ED AS RECLAIMED WATER SPRINKLER HEADS. II.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IOENTIFlED WITH A SIGN BSARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN EN GUSH AND SPANISH. 'MTH BLACK LETTERS 1· HIGH ON A PURPLE BACKGROUND. Tl-IE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL U TILi ZiNG THE EOUIPMEN T. BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABlfT>!ENT or EAST BRIDGE LOCATION: APPROX 300 FECT SOUTH OF SOUTH ENTRY TO CftRL58AD STAT( PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STR[(1 BRIDGE NO. A78B2 RECORD FROM: NORTH coui.w VERTICAL CONTROL DATA BOOK. PAGE US NO. OC 0147 DATZ: CITY CJ' ix:tNelll!: • IOml - CITY CT VISTA I CITY t:r OCDITT ..-.; Developer: VICINITY MAPS WA TT HOMES OF SOU7HERN CALIFORNIA 1...77,U:, .J~ l'i/S. 'lf'Ur') ~ ,~. "'lv.;-,o 'Ta-, ( "IC,,) ""14 • Of:> 7 0 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE UCENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISE(). RESPONSlBL.£ CHARGE O\£R THE DESIGN OF TI--IE PROJECT AS DEFlNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT lHE DESlGN IS CONSISlENT ~TH CURRENT STANDARDS. I UNDERSTAND THAT_ TI1E CHECK OF PROJECT DRAWINGS AND SPECIFlCATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO DEPARTMENT OF ENV,RONMENTAi. HEAL TH IS CONFlNED TO REVIEW ONLY AND DOES NOT RELIEVE ME. AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONf"ORI.IANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN. FlRE PROTECTION PLAN, AND ALL CONOl110NS Of APPROVAL RELATED TO LANDSCAPING. BY: RONALD S. TESHIMA DA TE: l:) /'2a/97 PREPARER PHONE NO'S 619/ 593-8824 REGISTRATION NO'S CA UC. LANOSCA0 E ARCHITECT j1'1456 EXPIRATION ,.n':,I ~ M'E i LEGEND 0 WATER METER / P.O.C. ~ BACKFLOW PREVENTER M · GATE VALVE --RECLAIMED WATER 'IFIR. MAIN LINE -~POTABLE WATER MAIN LINE @-----SEWER LINE / P.O.C. -~llilll,___ RECLAIMED WATER MAIN LINE • "DO NOT DRINK". SIGNS. -AREAS OF RECLAIMED WATER USE --~ OF ~s WA~ U~ I 1 SHEET INDEX C0 TITLE SHEET ------. IRRIGATION PLAN ___ _ PLANTING PLAN ----10-17 IRRIGATION DETAILS ____ 1f? LANDSCAPE DETAILS----1tJ IRRIGATION SPECIFICATIONS __ 1'1 PLANTING SPECIFICATIONS--. "JlJ-'l'l INSPECTION PROCEDURES 1.CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A.LOCATION OF PIPE LINES. B. TRENCH DEPTH. C.REOUIRED SEPARATION (HORIZONTALLY ANO VERTICALLY). D.PIPE IDENTIFlCA TION (P.O.C 'S) POINTS OF CONNECTIONS. E.LOCA TION AND IOENTIFICA TION OF SPRINKLER HEADS. F.WARNING SIGNS OF THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER IS BEING USED FOR CONSTRUCTION). fe AN .APPROVAL LETTER REGARDING TI1E INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT. ANO BE FORWARDED TO THE COUNTY HEALTI-1 DEPARTMENT PRIOR TO FlNAL INSPECTION APPROVAL. 2.DISTRICT FlNAL INSPECTlON SHAU INCLUDE: A.COVERAGE TEST, AFTER COMPLETION OF n.!E SPRINKLER SYSTEM, TO DETERMINE THE ADEOUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVl':D FOR RECEIVING RECLAIMED WATER. B.WARNING SIGNS AND LABELS. C.OUICK COUPLING VALVES. D.ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING \\1NDBLOWN SPRAY. RUNOFF AND PONDING. E.REOUIRED PROTECTION OF ALl REStDENilAL AREAS. F.REOUIRED PROTECTION OF WELLS, STREAMS, RESERVOlrtS, ETC. G.CROSS-CONN~CTION. 3.ANNUAL INSPECTION SHALL !NO.UDE: A COIJPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICTS FINAL INSPECTION. NOlE: PRIVATE LOTS SHAU. BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WIND-BLO~ SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK Of' PROTECTION, WHETHER SY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, 15 STRICTLY PROHIBITED. R[VJ$lON$ MUST BE APPROVEJ BY PUBLIC HEAL TH ENGINEER. ASSISTANT PLANNJNG DIRECTOR &-DISTRICT ENGINEER. PR!□R TO !HPLEMENTATION IN FIELD. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P,E, __ _ EXP, ___ _ REVIEWED BY: INSPECTOR \ DATE DATE lliVATlON: • 50.558 DATIJM: M.SL. r-------------~7----+--l----------4--(.____j___j _ __JI 5 ;ECTI CITY OF CARLSBAD ~ CARLSBAD MUNICIPAL \J ATER DIS TRI CT ;==:::;:::::::::::===::F:::;LA:::;:::NN::::l::::N=G =D=E=P=AR=T=M=E=N-=' ==::..:~==='. TESHIMA DESIGN GROUP I.ANDSCAPEARCm1l!CTIJRE LAND PLt.NNING 9'il'.B ~All. AVE.. sutra C &QI DUO:). C'A 9ll TEllffKJNE (W) ~ FAX' (619) IBl---m2 Pfi:OJtCT NO. ~;~6 s~ ~ ,r::..· --...'. ,.,<:, TE \ ~,,-c@ .... ~ VILLIAM E. PLUHHER, DISTRJCT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPT, OF ENVIROl'MENTAL HEALTl--1 APPROVED BY. DATT: OAIT INITw. REVISION DESCRIPTION DATE C,\.JDBS\921016\DUT\ TESHIMA\ TESH! CHwD TJiLE SHEET FOR• POINSETTIA SHORES ,',!(t:,..i, ei -1 ARL A CALIFORNIA OWN BY: --'--PROJECT NO. I DRAWING No. ~g ~: ~~ c__C_T_4---'-'4--_~~~_J· _ ~--51- ®) I_ 20' 40' ' \~ \\ ~ \ \\ \\ \ ~ \ \ ,,~\""1v"'"--- ·-----~ '~\ . ~~~ct~ OF-~\ .. -~•(.J•"'!-g -~ w-v.e M"--~ \ \ ~-~~';2t: e,-4i~e111. \ ~v,.,..,,'el2'~11¥"l"!T~ ~ ~ (..Y,1>,1..W ~ il9 i,n-ie, ~~}-\ \ ~ , ____ ;;:;t, . ~l~~ -P Jffl~ -a~. \ . ·~\ .:::==:·::L..ll-1~:+::::>.lb·...,.f-=IN•.~---. ---\\' \\~ ~========_ -·==-... =G __ , .. ~ ---\\\ \ ~!WtlOe .. ~ --·-.. --~· . .,... 1'4-'itl ~ffV( L-!NIS -r~.-~i .. \ -___pp~--f:l~1tt~: ;~~.~1 .. ~ 'S,.~::- FOINT Of cq.i N t::1c:;-l7QN r / LOT 8 !WAP !VoJ 1318:(___ ___,--~ M r,...---• \\,\~ ffi FF= 59.38 _PAO= )I].~ \ \ ffi ff= 4!8 PAO= !if-6 \ \ ® FF= 58.9S-• PAO= 58.4 . \ ·~.· \.J..}. !· FF= 58.98 ' PAO= 58.4 BASE SHEET PREPARED BY: C~~TS 1220 ~ E"c-inos ,;Ml E•oinfftl"9 Suh.e 20-4 ,,.onnrng c-. toU,,,,nlo 9200t Processing . 760-U 1 -7700 St.trveylnCJ f.,., 1GO-Ul ~8!l80 e4°) ff= 58.98 PAO= 58A. --·-· · .... J 69 LN. I ·0,1,=,,.)------.. ...-w·~-,=, ·,. ....------11 \ I , ---- ./4 / ,I . .·, .. '··. ; ·" . ·. . . . . a:::;;,··...,··~~ ~ ---J . EB ff= 59.28 P,4/J.= ~8.7, EB . ~ .. '27' ff= 59.118 PAO= 58.5 "AS-BUILT ,, BENCHMARK: P.E. EXP. DATE REV!EWE0 BY: INSPECTOR DATE DESCRIPTION: STANOARO OISC SET fWSH N £AST CORNER ON NORTH ABUTMENT Of EAST BRIDGE LOCATION: APPROX. JOO FEET SOUTI,t Of' soutH ENTRY TO CARlSBAO STATE PARK 40 rra EAST Of CENTERLINE or NORTH BOUND CAALS8AO SI.VD. ON PONTO SIREET BRtOGE NO.A7882 RECORD FROM: NORTH COUNIY VERTICAi. CONTROL DATA IIOOlt PAGE 135 NO. OC 0147 ELEVATION: 50.558 DATUM: M.S.l. EB C -..,. ',,•• •::,"' ENGINEER C6 WORK REVISION DESCRIPTION r,\JDBS\9,;JOl9\9<.l9(Lll 10-9-97 e,s1,10 Q .. lhl~ 9619EG, 9619£Gli!l, 9619£SiR, llll!IOIAP. 9Jl•ll€Ull, $1119lllll, 9619£!PO. 16197Ull 13181 TESHIJ\'IA DESIGN GROUP LANDSCAPE ARCHITECTURE LAJ.'D PLANNING 9903 '.Buslne11spark Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX: . (619) 693-1182 APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ CI OF CARIBBAD ,~21 PL.ANNIN/a DEPARTMENT . OTIIEII~ CRY WPROYM. PSll MC)NI" I /~ Pl.ANS 1()11: I POINSE"IA SHORES OWN Y: __ CHKD BY: __ RVWD BY: ,4/{[A 8-1 PROJECT NO. C.T. 94-08 c.,: H-4 DRAWING NO. e, !:iol--SL ~.M.W,P. "4-&IG<..._~J ) \ \ ~\ I I I I I (¥) LOl/8 J!JAP 1V6, 18181 FF= 61.28 PAO= 60.1 ' I I I i I I I I I I / 20' ~ !!' --------10' 40' SCALE: 1• • 2(1' ' , ~ j[ __._..,....,.......-,I.-,/ ~: """'~ ~~-~--=.::= ""-~-' ··1 ----' 'f -. -•· .: ',, w (!) ,. . ,' ~: " ( ' ~ • I -<!13 • I • l &.C.· FF= 59.48 PAIJ= 58.9 C29 ) FF= 59.98 f,10::c 59.4 ULJ ~ FF= 61.28 ,. ·PAO= 60.7 ,' EI) Wot c: AL'-W..it-11r1we 10 1 FPDM·fl6Ce 0,-.CAM& c'.1b '27, FF= 60.08 . PAO= 59.S . \ 69' (18) FF= 60.08 PAIJ::: 5M-... . . ..... -. (2~4) FF= 60.98 PAO= 60.4 . , . \ \ (-\ \\ /I /1 . I I 1 . FF= 59.68 PAO= 59.f / .¥ ·~--... . BASE SHEET PREPARED BY: '' AS-BUILT " -""=c,..,~~N,.,.,~~u:--t'4:-L-.,:r~~~?,;;--,-N,r~s-~44ltAAw-ao·oo 116!7 n20-Ene1,- $vllo %0• Cot-hbnd. Oi:tlll'ornio 92009 --931~7700 r.., =-,,,-e,;no I ·' ' ........ ..i.,.~, .. --~: ,_· -~-·-· .\., ·' • -, \ Cl) :::.---.. ::-. 69 FF= 61.68 "AO::c 61.! 0 I " ~ 30 3 (2?) • FF= 61.J:: . , 69 Ff;: 61.38 PAO= 60.8 -BENCHMARK: PAO::: 60.8 F:. = 60.08 'AD= 59.5 DESCRIPTION: STANOMD DISC SET R.USM II 00T CORftER ON NORTH A8llTMENT OF fA'ST 8R100E LOCATION: APPROX. JOO FEET SOUTH rJF sount D1TRY TO CARt.S11AO STAlt PARK 40 F'EET £AST Of CENlERI.INE (IF . NORTH BOUND CARI.SIWJ Bl.YO, ON PONTO STREET BRIOG[ NO.A7882 RECORO FROM: N0RlK COUNlY VER11CAI. CONTROi. DATA BOOK, PAGE 135 NO. OC 0147 ELtvATION: 50.558 DATUM: M,S.L , ffi I Q-1~1 , " .. "'t'l •~ MT£ 1 . FF= 61.48 PAIJ::c 60.9 · II 7 ,t '2 eB FF= 62.38 PAD= 6!.8 ill\ r>}?,/ PAD= 6l,6 00 FF= 61.88 PAD"' 6!.3 I L1D ·rev FF= 62.68 PAIJ= 62. f \ ' I I \ I k!J ' ' FF= 62.88 I PAD= 62.3 . ' -,' I ·-., / i I I i ------. s\\ // h /// ,, / j / ~ //fy;_ / / / / T f -r----n • / / >~ ,/ FF= "60.68 PA = 60. 1 .58 A ,'+ • / /,.i~/ , ,,,( +"' / ..... ,G / ,,../-/ ~ h .~ ~ rr= 60.88 PAO= 60.3 +"-+ \, \' / // ,/j )~ / / //, ,~/ / {® /. v' / x_ // /~ ;1 I I I 1 / / /'@// }f1f ~ I / / / I i1~1"1/ I ----i . /41lt , / i · /; ;w-- 1 / ,'iff l / I 1/:~>/ . .:!, / I / I/ -~~ I /~1 1' /~f 6 ,..___,,,___,'Jr/ ~ ... ~~ < ·"" I I '/I j' · 3 _ •v.,~~, l \V I I/; !/; /;;/1 FF= 60.38 , I rutv.n, ["'\ I / f/ 1/ // PAO::: 59.8 r-' // · · ~ i 1~/;/ /;. 111 / I ~~~#-7 I / I 1/1/, I ... -~. ~11 v OF C~\: _ · / / , 1/;; / ,. r . J'ES~ DES' ~6J✓ 1/f;W,,PROVED FOR PLANTING -), /, _, 'I • SCAPE Aic crt& 1/ I I, ,,AND IRR I GA TIDN □NL Y. /_,' j , LAND PLANNING INCLUDING PRECISE . 9903 Buslnesspuk Ave., Suite C LOCATION OF PLANTING .. San Diego, CA 92191 " · Telephone: (619} 693-8824 FAX: (619) 693-1182 AREAS., ·-[i]I CITY 0~ CARLSBAD II SHEETS] .o~~-_M, A._g_~--• JI .J 1 Ql I .,.,...." ~ --< 'j;;:"s, ·-i.,..._ a;/:21/t V JV 11 ' Ft+hll-Jlt,.\G DEPARTMENT -2!,. . - l~l'IANSFUII: PO/NS/:. II/A SHOH£S AIIEA 8-1 ' C.T. H-<16 APPROVED~ -17-9K' . :M-331$"f;,NT F 1.-f-,N;J lt-l9: t:>~. DATE Vo. fn Cl?NV/f\\£ r ltlJ "•~f=!/f'8N..!,Jf$ '4 Lb OWN BY, PROJECT NO. DRAWING NO. INITW. . MT£ -Qt,~ INITW. CHKD BY: .. -~-REVISION DESCRIPTION ()TH[I!-arr-RVWD BY: C.T. 94-08 ~-i,1,... r,\JOSS\9G.1019\%19ELIO I0-8-97 11•54130 GI'\ C;M.w.o. C,4-!71G @ I t 5' ----2f1' 10' 40' SCALE: 1• • 20' --/+--•T•'-.,___.::=--===r_J ' " ---1- w---- .. a 121- I (~3) FF= 59.68 PAO= 59.f ~ FF= 59.,/8 PAO; 58.9 - "H-:;--'L-__,'----,\ 1-;:: __ : ~--;::;=;n·/. ~ LID --,,.,.., . ' " . . Q7 · ·· .... r= 59.18 '.40= 59.2 ,IJ I I I i • ,,, ' . . ' .. ( I • , .... . ,• -~ -!1,. ' ... 69 X I t (:g4). Tr= 59.78 PAO::: Sf/.2 . --. (2). FF= 6f.,f8 PAO= 60.9 ....... --.;.:, \ \ \ I ::--.._ I • \ \ --I& ·EX) FF= 61. PAO= 6i -......___ E!/3 FF= 60.78 /}::: 60.2 2 1 FF= 61.'8 r .. PAOc::: 6?J. c,) ff;;: 61.58 PA,0-c 61.0 Cf) FF= 61. PAIJ= 6 .I /IJ f --.__.JMA.ttJ lo' ~ c.uu, ~ SHEET PREPAAED BY: "AS-BUILT " BENCHMARK: ' \;. ,., , .. -~•,. 7220 -[-Suite 204 c., ........ C.,Wonilo 9200\1 760-9Jt-?700 r,,., 760-931-8660 • ' , I elvll Engl-"ng Pfonnlnt Proen:111'"9 ~urveying . ... ,;::., ,.,,,;,,.:.,..,,, .; ,., ... , .. , ........ , INSPECTOR !: ' .. --~ ,~ .... L~~ ... '. ... ,,..~~:...J~,~~., 6.f@loo DATE ' .~1. .. ;,_.,,\ DESCRIPTION: STANO,f,RO DISC SET ruJSff It Ei\9 CORNER ON NORTH ABUTMOO Of EAST BRIOOE LOCATION, APPROX. 300 FEET SOUlH Of' SOUTH Elffl!'1 TO CARlS8AD STAT£ PARK 40 f'E£T EAST OF CENTERLINE Of NORlM BOUNO CMLS8AD BLVD. ON PONTO . STREET BRIDGE NO.A7BB2 RECORD FROM: NORTH COUNTY VERTm . COffTROl IMTA BOOK. PAGE 135 NO, OC 0147 ELEVATION: 50.558 DAll.lM: M.S.L . '' ... · .. ,,-', I i:::t,s/t!O . :IZ""-. . 'OAT[ \ \ \ \ V.fJ. !?-B- INITIAL ENGINEER OF WORK 8 --- -------- 0 IRRIGATION CALCULATIONS H.G.L.(318 1·114" RCVC-~GPM@53,5ELEV. STATIC WATER PRESSURE = 120 PSI REGULATE TO 85 PSI DESIGN PRESSURE 30.0 PSI LATERAL LINE 3.5 PSI MAIN LINE (1,125) L.F. 18.2 PSI RCV 5,86 PSI 1-1/2" BACKFLOW PREVENTER 13.0 PSI 1-112" PRESSURE REGULATOR 6.0 PSI 1-112" WATER METER 6.0 PSI TOTAL PRESSURE REQUIRED 76.71 PSI MAll.]fAC11JReWOOEJ. EXISllG Fl:llCO 825-Y W/500 YS PRES. RED. WII..KENSI 500 SERIES IRRITTlOll MC+ SERI€$ WCS • 'fll\llj GUAAO" ,oo GRiS'MllD ml SEBIES IRRIGATION LEGEND DEOCRPT10N Stf1Ul!FQP,U' stflUl POPU' &fll-llPOPU' &flLll PCPU' EHl1,.6F'OP-l.P WATER METER FW BACKFlOW PREI/ENTOR PRE.SS.J>EFECUATOA AUTOMATIC COll!ROU..ER Wlltt RAIN :;HUT OFF DEVICE MASTER VAl.1/E RAfflRO. P.EB.-PRS 1£RlES REMOll:. COl'ITT\Q. Vl'I-VE NELSON 7645 WI KEYS QUICK COUPI..ERVALVE KOO BRm µ>, lORCUE BALL V Al.Ye CARWN OR EQ\JAL WI PVAP1.E LID VAL\/E llOX DIRECT 111.JRIAL (COi.OR CODED) Cl.'lNTROL WIRE 14GAI.JGE P\JRPU: LINE CLASS 315 OR SCH. 40 PVC MAHJNE (PVC PIPE) PURPLE LINE CLASS 200 PVC LATERAi. LINE (PVC PIPE) SCH. 110 PVC SlEEI/E AT VEHICLE PAVING WI 30" COIIE SLEEIIE (PVC PIPE) SCH. 40 PVC SI.EEVE AT ELSEWHERE TORO· 570 • FB -5() • P¢ FLOOD BIJBII..ER 4"POf'-UP ' RAlll.lS 10 • 12· 13 • 15' 20' 1 e·-to' 4' X 30' GAU.CNSPER~ PSI F 1/2 1/4 30 2.19 1.09 0.50 30 3.6 1.65 0.85 30 1.2 0.80 30 4 2.00 1.00 30 1.5 0. 75 BY OTHERS, SEE CI\IL Pl.ANS ,.,,r BACKFLOW DEVICE NU<ESIZE SEEP\.A>I INSTALL (1) PERCONTR. &PEA MANUF. AECOMM. INU<E SIZE SIZE ASSl<CWM 1· SIZE NON-POTABl.E. K.Mf. THREAD INLINE SIZE· SEE SPECS SEESPEC. TO BE INSTAIJ.£0 N SlEEVES UNOER Nff HAAOSCAf'f: 1" • 1-112· -SCH 40; 2",H/2" • Cl.ASS a1s SEE S(ECSI 2 X W.. Of PIPE 10 BE SLEEVED 2 X DIA. Of PIPE TO BE SI.EEi/ED @ , · ~~ ~ g,e, ~ ~ · . 1' G,110);;. ~~ _,.....;_;,.;_lu'611)fVO ~. 40~C":?11.?(211) MArMJ.,1W/P.o,~- POf AlllE WATER I IRRIGATION NOTES 1. 2. 3. 4. I s: 6. i i7. 11 8. 9. ' . . The l_nigation plan is drawn dlagrammaticaRy. Locale all piping and equipment in planting areas where possible All lateral endruns shall be 112" diameter. size unless shown otherwise, CL315. All remote conlrOI valves shall _be Installed in valve boxes. one valve per box. Locate all remote_ control and quick coupling valves adjacent to walk$ or curbs. If Irrigation lines musrbe run under driveways, Install in PVC sleeves two (2) sizes larger than pipe shown. Use separate sleeve for controller wires. Adjust all heads to minimize throw onto walls, walks, windows, etc. Install antl-(!rain valves under sprinkler heads as needed to prevent eroslon/run--011 due to site topography, )nstall shrub headli adjacent to walks, curbs or pavement on 6" pop-up risers· install all other shrul> heads on shrub head risers 6" above grade· install all lawn spray heads on 4" pop-up risers. • Wiring to v~lves shall be sleeved separately from mainr111e pipe MinimLm wire sleeve, size IS 1-112" -2·. · • Install pop-ups v.rlthln 1 O' of all pedestrian uses. 10. Locate mains out of R.O.W. or G.U.A.E. COt-.rTROLLER VALVE SIZE DISCHARGE CONTROLLER STATION NUMBER TESHIMA DESIGN GROUP APPROVED FOR PLANTING I LANDSCAPE ARCHITECTURE AND IRRIGATION ONLY. LAND PLANNING INCLUDING PRECISE 9903 Buslne,sparl:: Aff., Suite C LOCATION OF PLANTING San Diego, CA 9~131 , Teleithone: (619) 693-8824 AREAS. FAX: (619) 693-1182 '· ~~..-;1 Ht..:r , ' ... ,-,, 1 ,, ' ' .~ ··-' ' , . . . . ,',1 (2,j'.i,2,J&,i. 12> er] I CITY OF CARIBBAD 11 SHEETS I l'L,t,,NN1~· DEPARTMENT ~ f/f.~ l'IANS fOH: POINSmlA SHOR£S AREA 8-1 . .. C.T. M4 " APPROVF.D-d"yf(,f' 7--I_Z-~ ... , ~91?,ll!,."V'sl-ti" R'.ANNl\-k,I, ~~ --DATE -R,,. ,...,_ ~--, 111\.(~Q;:u,.. • .. 'f"~,,w •zn-;..e DWN BY: PROJECT NO. 0,.T[ DRAWING NO. -DATE -CHKD BY: REVIS10N DE:ScRIP I ION OTHER -.tN.. CITY .<PPROVAI. RVWD BY: C.T. 94-08 ~-SL . r,,J0IIS\%IOl~%19(L09 !0·8-97 11•02•48 "" C,M.W.O, 94-815 1..i-, ll619!'G, Q619!1ll!O, !1691(S111. 9619EIW', 961.9ruTl, 961971J11., !1619\/TI.. 9619,l(lffll, 9619£11'0. 9&19SIR PSO: 9&!9ru3 I . . " . . '. •.•.. ··-,. ,,' ... '-· \_, , ... :_, ,_, , •• _·,' .J\:_, .• ' ' -··,:., -i, .. ' t,j' 20' -----10' 40' SCALE: 1• ,. 20' LOT 7 - ---~ ------·-~-~-....... / / (._~- 'DI 17825 (1J FF= 56.38 ·, . PAD= 55.8 \ #I 1/ \ ~~ '\\ \'~- ~ SHEET PREPARED BY: 1220 -!do Enc,_ Suite 204 Carfsbod. Cafffornio 92009 7&0-9J1 -7700 r .. , 760-931 -e680 CM! £09ln-"'I Plonnl"9 Pto«3'ing S1irwy!n9 ~ \.J__)" FF= 56.18 PAD= 55.6 Lor 1WAP JVoJ C5?9 FF= 56.58 "~0=. 56.0 B 18181 "AS-BUILT " 'et/is /DO ' ---DATE REVIEWED BY: . l-. f?lfft-- INSPECTOR 6-1,1,..oo DATE FF= 56.98 PAO:::: 56.4 69 FF= 57.58 PAO= 57.0 ® FF= 58.38 PAD= 57.8 , • . ' ~~~L'---~ili""t:fr~P~•-'"r--+"'1!i!... ' . ~"""'--4.,. ,,-~-,-f, tx! J c::: =:J c:=: =-:J --$[)- ·l ,.....0-~--..r--____r--7x --1k- , \ • . . I I ~-~""' e.. ~~~~fP-=-• L:i::--==---:$=\t---· -· · --- FF= 57.48 PAO= 56.9 51 ,3 FF= 58.58 PAO= 58.0 ~ .. ; " ea· FF= :58.68 PAO= 58.! (5i8) FF= 57.88 PAD= 57.3 FF= 58.38 PAO= 57.8 (~6) FF= 59.08 PAO= 58.5 \ \ 1' 1'" a ' --- .. "' .• . y -. \ 'd"f"' ,,, 1 _\ ;\ --. -- FF= 59.18 ' PAO= 58.6 k--._X ___ ~ \ 4.02 AC. \ a . l I M'4ft-_±~'.1~) ) j __ -:' ~,.1.~ .. ir ... 'f ... \~ .. ~&Fmss:iio»N GRo~P · A·PPR□VED F □R/ PLANTING LANI>SCAPEARCBJTECTURE AND IRRIGATION □Nt::'Y. LAND PLANNING INCLUDING PRECISE 9903 BuslnessparkAve., Suite C LOCATION OF PLANTING San Diego, CA 92131 EAS Telephone: {819) 893-8824 AR • FAX: (619) 693-1182 BENCHMARK: 1----1--+-------------+--+--+-----t----t I~ PtANS FOR: DESCRIPTION: STANONIO DISC SET FlllSH IN fASf CORNER ON NORTH ABUTMOO Of EAST llRIOGE LOCATION: APPROX. 300 FEET SOUlH OF SOUlH 00RY TO CARLS!Wl STAlE PAR!< 40 FEET EAST OF CENTERLINE Of NORTH BOUND CNlLS8AO Bl.VO. ON PONTO STREET BRIOGE NO.A7882 RECORD FROM! NORTH COUNTY vml1CAI. CONTROL DATA BOOK, PAGE 1J5 NO, OC 0147 ELEVATION: 50.558 DATUM: M.S.L l---+-+-------------+---+----t-----t----1 APPROVED POINSETTIA SHORES AHEA 8-1 lt.! DI C.T. H-tJ8 D,f:>. a hl cttAt.W ~ IN1TUll REVISION DESCRIPTION DWN BY:-~ i-,:;:.DA:.:.:TE--1..;;.;IIIIIW.~--l--'DA;...;;;.._._1N_ITW..--I CHKD BY: __ OTHER APPROVAi. C11Y Al'Pf!OVAI. RVWD BY: PR~J~CT NO. C.T. 94-08 DRAWING NO. ~-BL r,\JOBS\%101"'-96l9E:l(J8 J0-8-97 10•43•37 o.~ ,...,, 9619[1;, 9619£CRO, 96l9ESll!, 9619':•l'P, 961'!:Vll, 96111?\m.. Sli19tTPO. 9619SCRO f'SO: 961'1EW ,.,,,.·· I \ \ \ Mi.F.~~~~J\1 I:? IN \ ' I ' \ \ \ ~.... \ \ ·:.--;-:;,,._.,.!' . I •!_ ', • ••• \ ~~OJ•·,t'!',·-a-,.1 'r~ · ··-··:t-· · \ ... ~ -,. /~-"~~-d'f"";~~: ~-~ , ,i~<p<,i51,,,.;_, .. .:.·' '~-\ !0£!:. ·:. '·"~r·,~n:-~ ... ;f'W_; ~~l_f~f ~:' :;1 _:•~" \ . ,,.,11,;,. ~\ -. \ ' ;~\ ,\. ,..,.!\ ... ~iii! ~~ ~~ •, •ij . \~ .\ .· )1 \tll . 1.1 _.,... •. ~_;;;:-- • ~ "(>' ; ' \t;~f_; ~I '\i:t~t I·-\ .• r:...-. .-· '#, -----'#, ,. ----·-,, . ~ ~,s rr== ; 52.9 p,&,0- J/ I -~-NV, 18 BASE SHEET PREPARED BY: --t ...... $\ilt, :w-4 -.~noo, 790-931-7100 fOIII 7E0-9J1-86l!O I I 1· \ l ,,_. _ __, . \ x\ ! \ I I r---+-'-• x,....__..., .--~~lx,..---. I I I ------1 g :) 8 rr~ :5st6. p,&,0- (~) l r I . =-i --w - s '.,,-. ,, .. . -. . _. ·-: ' w-= . . .• . . . i .•, I I I I .t:----,..~-- MD,e:.Au.~& 101 ~ . OfSC""""" -BUILT" 4 '8 /:c ~, DATE BENCHMARK: DESCRIPTION: STN«lMO lWSC SD n.USH It £AS'I' CORNEA tOCATION: ~ NORTll MIUTIDJ (I' £AST BR1DCE lll'FROX. 300 FEET SOU1H (I' SOOlH 001'Y TO CARlS8AO SfATE PNIK 40 FEET EAST OF CEN1'ERlM f$ N0Rlff BOUNO CMU'!!WI II.VD, ~ PONfO STREU ~ NO.A7882 RECORD FROM: NORTH COUN1Y VER11CAt. OO'ffllOL DATA BOOK, PIG[ 135 NO. OC 01'7 I . . . . ' \ ) '-------1 ! L--------..1 . I i i L--..,........~1=~-_,~s~L---H--r -"""'.~~~-~~-j -L . . .. .. ·. .. . .. -.. . &. • $'IEl::T T A Jil:---. .,..,..,I---4Jd;M ® on " • X '---"""'99031Jmtbesspai1: Av•r.:.,.fhl!te'"t:~ San Diego,. CA 92131 Telephone: (6UI) 693-8824 · FAX: (619) 693-1182 s ,. \ ' I ,9ff"4£::.D S:-,~~ U I T AREAS • ,: , . ., .. . . ,._ .... I ' i j \ I ' . } •. I i\ \ G • tfJ D.f>. IBBUr.::: -, -· ,·. -···· ~1 CITY OF .CARLSBAD IISHEETSI ~b:!2J_r~~tl:~;;I.:~:.:......._c:.:._, ~-~~;;-;;_ __ _J.:~:..J..::._:_~~~_Jd~ ~ _ PI-AJ.ll.l1t-1C. DEPARTMENT . ~2 l---+---1--------------+---+--+---t--1 t---+---1--------'------+---+----1---1-----t I~ !WIS Rlt: POINSEmA SHOHES REVISION DESCRIPTION OWN BY: __ 1 i-:::;°":;.:.l'E_,_ll!Ml.=:+-=°"-L.;!NnW.=-t CHKO BY:--, RVWO BY: 0"4£11 ,IPPIIOVAI. Cffl"~,1,1. AIIEA 8-1 PRO.IE.CT NO. C.T. 94-08 ~-;L. L __________ Lfi~-'.....------------------==================---_;...-'"'7" _____________ ~-----;:,,v,JDDIIS~\96K1i'Olo19\~969it;;~iiL06i.'i10-:o .... ;:,;;-7j1;;0,tr.1;;,3i!;--::,"';-----~=--:-----------------,o.>.i.MM.t.W.V.,DP,~. ~5i'.~~-f:i;jJi6&;---/ w~ ffl97U!t.romJ,nrR,i:TPO,Mt,EC,~Y.!lC!IO.tlll.l',SS!lt,$l!II. PSD: 061~ INSPECTOR ElEVATION: 50.558 MTUM: M.S.L I DRAWING NO. .. .., ··.,,•.: .... ::: . : .... ·. •, .... ,. .. •··• .... 4 ··•· .• a· .... ' ." .... . .. .. . . ,. . -·. . .. ,J . ' ® < \j X ® ® \ ,.., \ ~\ 918 ff" ; 58-6 pAD- --so--t -------- V1 • l _,. 7 11' ;:·...;.•" , ... t¾. q T ,J I \ \ \\ \_ _\ .. ~ ~ \1. \ ,, ' ' .· \ . ~-)'. . . ( -.. :.. ' :gff, • T 1 ,1.94 ' .. ,,,..-· ,. , i.L'9 /oo ) . •<!10 OAT£ 1/_ohB 'oATE FilC . ENCHMARK: ;, r ' ' ••• '•• •, -•• •-, •,,•. , _ __._.,_____,__,,~->-~-~--a: ____ ~', __ ::, __ ' t,_,,..;~ ,,_, •-~'-e. ,• ,::.;:,,,,,;.~,\,'. ,.-,L ,',.,:;:•. ~'-•-•• ,, ,., , ~ ... , , ,.,_,.n••-••••~ ...... -.. •-"-•• .• ."::, -"'•'• ;.,• • ., .: • • • • •• >, •• .1: :: .... :\ ,.-,,.i ..... • •••s, • • •• • "••••• ., •. ,i-•••• • • ,.!J ... •' , ..... ~. ~-.......... , .. '·-· ........ , ....••. -.~•· ... ~ --~ L~r/ ":~"'AP !Vr:j -I /'J -I l7 -JuJD ./ I I I /! / ! ' I I I /. ts· 20• 10' 40' SCAI.E: ,. -20' r !WAP !Voj j 13181 G"'lf. ~---~-.,....~~+ ~'21? LANDP 3 Buslnes.spark A ., Slllte C San Diego, CA 92131 Telephone: (619) 693-S824 FAX: (619) 693-1182 D AREA . , 4t5•f,c, . ...,. ,, (y [iJ CIT;t_~fNr ~~~N~AD ~ 1--+---+---------------t--;--;----,---. 1--+---+-------,::----------t--;----i----,----, ~flt.ANS FOi: £NCINE£R OF WORK REVISION DESCRIPTION OTHE1I APPROV.<1. Cl1Y APPROVAi. . ,. . . ,. PO/NSEmA SHO/?£S OWN BY: __ CHKD BY: __ RVWO BY: AHEA 8-1 PROJECT NO. C.T. 94-08 c.r.. H-(16 DRAWING NO. ~--e;L- I I I \ . \ ~ \ 1" l ----.. I \:"1 )le ;' < . . .. ~ ' ,'. ' . . ' 1-------s--,---:----t-+-- . 7' ' 'i ,.i_.,:.. - ~·->.c . ~I-~ -.::I . \ :. l I . ' . ~•. I • • • ·. ' ~ .. --·_ . ' -·•· . -. .... \ --·--\..~ ~-\ ---1'_-/-- . / -------- ~~ . _,--__, \ . . \~\ • p~ OfOCJI'& \\ . -----------------.. APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION· □F PLANTING AREAS. : MS£ SHEET PREPARED BY: c~:lrs 7220-£- Sufl• 204 -· CalColll!IGtot..i..1116 9200t 111-931-7700 . t•:S19-9l1-IM80 REVIEWED BY: k-E?J~I/ ±·14:-a:J INSPECTOR -r: DATE · ...__ ___ ...,....._-r--...---.----" L-----. --------L=~~--------;.;;.;;.--.., . . ...,_ ....;+ . -'~ . . . ' . ''r:::-:::~=~ I ·• I ' s·· u.Nl>SCAPE ARCBlTBCTllR& L\ND Pt.ANNINO 9903 Buslnenpatk Ave., 8ulte C San Diego, CA 92191 Tdtphon.e: (619) 693-8824 7AX: . (619) 693-1162 BENCHMARK: DESCRtPTION: STRIDAAO DISC SU FLUSH M 81ST CORNi:.lt DN NORlff AIIUTMENT Dr £AST BRIDGE LOCATION: APPROX. 300 FEET SOUIH OF SOUIM E111!1'r TO CN!1.S8AO STATE PNIK 40 FEET £AST OF CENTERIJNE OF NORIH BOUND CMlSMt a.VO. DN PONTO SIREET BR100E NO.Ane2 · RECORD FROM: , NORllf C0UN1Y \'ERTIC'1I. CONTR(ll. DATA , BOOK, PAGE 135 NO. OC 0147 . ELEVA.llON: 50.558 DAlUM: MS.L ... -.:.:• ' ,• . i i I ® ','58 ff"' : 5:5,8 .PIP' - !Jj! / ®- l I l . I X l ,! ,.6£;?, . , - so- ® 8 ff"' ;5;1.9 pt.D .. ® 5 28 fr"' : 54.1 p,AD"- .. ~~ . -~~ - / I ,A.-S· 00 P.H. ' . 1!--/"f /'1"! . D.S. ... ,. INIIIII. ENG111££1t0FWOIII( --"'""--,hiflw~---r"'\ 'A5 ~JIU /VI. .._~, ........ ~! ~~ /•\ ,...,,. ., , I ' -, f Ct!A-J\Eie' • = ;,!C,j ~ ' . REVISION D£SCRIPTION ' r,\J08$\'61019\9'19tlff4 !0•1•97 11•3JO!l •" :"'-'•• gi;1m.tll'O.Ml.Um.,~.-.ssm.5\lll PSO: 961!18, .. ,. ' • «. ••. •• j___, .. .. . .. . .... '---r--=r----'--•-t.·•----,-.( X \ \ \ I<' ,) PO· ~, .,.J) ,.,,.., . -' , W, ~ • " 11,\l[ NIW. one~ ' w-----!--. .. , ...... "' .... • ,L I),"") '),./ 01,, /..-fr Gt.11: NIW. cnv-. .... . " ,, . 1 siET 11 on~ OF CARISBAD 11 SHE~$ 1 NINQ-• OEF>AATMENT QZ !f',2,/1Ji'(ll$/ /IUNS1Dfl: POINSEmA SHORES ARCA 8-1 er. 11--(11 . APPROVED P, 0[l -"~ . ' lZ-'JX. '.A<'F.to,1 ? • 'NJN,a, -~ OATE OWN BY: PROJECT NO. DRAWING NO, .CHKO BY: RVWD 8Y: C.T. 94-08 ?>~-!?L ., ____ _ -----------------~-------.. ·--------------------------------------------------- SCALE: 1• * 20' ('"_J--1 . Shed\, __ . , ~:..::__: ~::,::.-• ... _==:=.:::•=---~:::..:::~--=-~ -•·~A ----.......~ --t_ -:::·::::-=.-=.:---,,__.:, I() h.: ' X ~ 0 ~ ---· -+ • . . ~1£4 ·&ct4_ 11 I ~ -~ ~ • I . I ' iJ !J ',.. . . 1 % I . . . • r• • ~• •. ·•~ •;,t.: . .-f'<t"S:4'{ . '.5(: ,,___ -ANGHORA GE-· A-11£.-,e \ ~/--,!!(:'-,:-;,...,.....,_--__ ,. --5-··;-·--------.5-~ .... .. .... an I \ . L...,---•-•---1-I. ·w I I w -=-,1 --.,. ··, .· ·•. r·• .. -· -.. • • I ,-., \ BASE SHEET PREPARED BY: n~ -tnclmo Sult• :zo, ~. °"""""" 92009 ~-1131-7700 f-7'10-ll,l1-81160 --lO T---6 ---r-:'1'~ 1 -2.-23-A C. ~T-,<.:I. --w ~, ,- --SO- \ \ , . ,. •• I -BUILT ,. 4(B f c;:0 ~ r DATE REVIEWED BYt -wa INSPECT 4-#-ro DATE ' W • ,• ' ' C • • 0 : ' •. .". • •••-~-~-••••••••~•-•~+u .,... ....... ""•--~•"' .. -•~..;• .. ••• .. •-"--••"......._.......,_........_•-"""-..i.:....;_•_._.• .. -..... ~ .. '-•• I, '1ft 15 I I I I w,!! \ ., " ' f!EJ13· . APPROVED tOR PLANTING l AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF-PLANTING AREAS. .. ENCHMARK: DESCRIPTION: StANOMO DSC SET FUJSlf IN ~ (XlllN£R ON NORTH A8UMNT Of ~ BRIDGE LOCATION: APPROX. 300 FEET SOUTH ~ SOU1H ENTRY TO CNll.$8,f() STATE PMK 40 FEET £AST or CENTERLINE Of NORTH BOUND CAAlSIWl ll.W. ON PONTO STREET BRIDGE NO.A7882 RECORD FROM: NOR1H COUNTY VERTiCAL CON'IROt DATA BOOK, PAGE 1J5 NO. OC 0147 £LE.VATION: 50,558 .DATUM: M.S.L ' .. ,. -·· .. ---· ---••-•-•~L .. • • .:J.•.•••· \ 16 -· Q..• . " '" ~,-----------'F.n--rt:~\--I -~vi-· . \ \ __ \ ~ \ . _., ,. ' ' ...--" .. .. . J--+--~----------:---l---if--t---t--1 OIITE ....,,.._ ENCMEER OF 'flORI( -. REVISION DESCRIPTION ,,,JOBS,961019\%1'1£LD5 lft-7•97 5,45,29 Pl' . xm.: 9$tKl.£1f'O.'/U!UGOO,SSlft.Slnl.l'.M',SCLY,'CRO,UII. DATE WfflW. OI\TE flllTW. crrr-.... PS0: !HI 19l'IA I ( / I (Z-S -u--,~,/ ,..c~,DESIG~1 GR• W,,l'"I /)::~: ARCBIT£Clrt1RE PLANNING\ • 9903 Buslne,~ Ave., Suite C San Diego, CA 92181 Telephone: (619) 693-8824 FAX! (619) 693-1182 ~j.CITY o_ F CARLSBAD II SHEETS I L1._j _ f'I...Af,lt,IIN12, .DEPARTMENT . ~ J~PLANSfM: POINS£rr!A SHOH£S OWN BY: __ CHKD BY:-- 'fNWD BY: AREA 8-1 ar. H-fJI I PROJECT NO. DRAWING NO. C.T. 94-08 ~1;;4-a... C.M.W.D. 94-&15. , - -----10' 40' SCALE: 1• ~ 20' \ \ \ \\ ... ' ' ' ' \,' \\ ."5 ' I I i ' ! __/ }\ I r LDT \ '\ \ ,rJ D \ \ ---- 45 3 Ct) rr= 59,38 PAD= 58.8 \, ' eB FF= 58.98 PAD= 58.4 ffi rr= 58.98 PAD= 58,4 \ \- \ BASE SHEET PREPARED BY • . C~/~T s n.20 Avcrilda £nclnaa CM! En9i,,..,;ng Sult-c 2:04 Planning Cm1sbad, C<,l•ornlo 92009 Proc:essinq 7'l0-9J1-7700 S~n-Q Fo~ 7S0-931~8$80 ·~ (240) rr= 58.98 PAD= 58.4 P.E.' ffi "AS-BUILT EXP. REVIEWED SY: · INSPECTOR ,. ' :,' ,;,,. ,~.111 i .i",,,.:., ', .. ~ _.. • ·'· ti / I I / , ·EB ,,A,t '/:-"•7····'f··. ~~ ,,r,.Jlt' ffi , i DAT( DATE ffi . ..., :f FF= 59,28 PAD= 58.7 ~. ~ FF= 59.08 PAD= 58.5 BENCHMARK: DESCRIPTION:> ST.lNOARO DISC SO FLUS14 IN EAST CORNER ON NORTH ABUTMENT ot EAST BRIDGE LOCATION: APPROX, 300 ftET SOU1H or SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAIJ BLVD, ON PONTO STREET BRIOG£ NOJ.7882 RECORD FRO!il: NORTH COUNlY VERTICAL CON1llOI. DATA BOOK, PACE 135 NO, OC 0147 ELEVATION: 50.5$8 DATUM: M.S.L, ~.-· \dJ EB / I ; i / t~/ I / .I 15'1 . PI/OfOS[f} 1/W.1. l I ----S~' flOI.JNO</'I PCP w,'PS(:AP[ PIA!IS --;---11 r ~ I IIOOll"rtD Si)/1$() l!-lS Tr1'£ '6' ~Cl OrrCH. SJ()fWA!J( [X!Sl!Mi AY[lll!l'< [IIClll~S WSTIN;-;-c'n;::-:, EX!SIINr; · /aT,rJ'{!/ra H/l!l 1'f!I SOflStl C-6, ~_, ro B: C(Jl(STrlVClfP I/NO,// $!"PAP.Alt PfWfT , f'fi'ffil$7 caNClrDT' . SP/.ASHP,'I) i .f') u SP[f{)-IJ. /'J'Sl/1 GW.ff N.D.S 122: t;/,1;/ AIW'l[/1 1tm1 ··1:r, 12' Cf:.t.lT (NOS 1211) 0,7 [0(1{1.t.!Al,1 11£1([ SH:Jfi·'N ON PJ.16 f f£//faft'.Trl) Pl'; f>/Pf POI SOI,: 1/fPO/fT- llfll. (J.fik FAIi IO APPl/0¥fl! Ollllfl -/ ./') -/ rJj Ju JD ~E:: 1..-,0CAW ~t::'~ Oltf q: G.U,A.I::. c~ l!,k:Jr_1if~) c<oCAP .~[ CIJRiJ 4' (;V!T[// _,,.·~-:~~-sc::~-·r~_:t:~~r~\ , 0 C . -fl' \. " I :;,-,.~ ·, :-,......~~~~ TESHihiA DESIGN GROUP . LANDSCAPE ARCHITECTURE LAND PLA."'l"NING 9903 l3usl.nesspark Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. t---t----1'"-" _n~: ;,,~yr.:_\.:----..-cc· .:'-'-'~ ·c.__:_• -'-'--"-"'-------t"'-·0 _·c:._--+----"-+-----1---1 ~o . CITY OF C ARI.S BAD I s:.;,ns I ~~==::..:===Fl.A:::::::::::N::::N:::IN6::'::: .. :::::::DE:::P=A=R=TM:::E:::N=T==::'..':::=·.t:.J,====: I.ANDSCAPC Pl.ANS FOH: PO/NSm!A SHORES AR£A B-1 c.r. !H-l18 ENWIE[R Of "IIORI( REVISION DESCRIPTION DA OTHER APPROVAL crrr /ol'l'!<:WIU. OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:~~-C T 94 08 %4--'7L . RVWD BY: , • - F·\J□,S\96lQ19\9619ELll 10-9-97 8•51•10 •~ lhf>: 9619EG, .9619E1lR>, !619£STR. !6-, !IB!!lWll,, 96198U1l, 9'S1\IE11'0, 96!9)UTI. -t,:, _,;,\,;;'. ,, .>. ,,' (,-.. ~(;,>,! j,, ,,,.,;,, ~:,. ',.,,,:., ... J:.:. : __ .. ,. :i. : .,. ' ' ., ,:.,., ,.; '_. -· , •• ,. ... , • • • ' --,. ' ,... •• . .• •. ""' .,. . ,, . ; ,,,, ~ -. .\ \ \ \ \ ·, \ . \ \ Lor---- / 1WAP 1VoJ o· s· 20' CD FF= 59.38 PAO= 58.8 \\ -, '· \ ' \ ' . . . . . ' . ! \ -, . . ' ' I ,r; D -/ .r-; -I /7j JuJD -----I 0' 40' SCALE: 1" = 20' i ' I I FF= 6!.08 PAD= 60.5 ' I l® ~ FF= 61.28 / PAO= 60.7 I ' \\ __l. :·.J::--~ .,·ti-_....,-•" --- "t', ;.,.~.,, I _.,_. -~ ·--,J· , . ; \ . EB FF= 61.28 PAD= 60.7 69 el3 FF= 59.48 PAO= 58.9 ff= 60.28 PAO= 59.7 ffi . (~8) FF= 60.08 PAD= 59.5 --Ts ·--. ~ ... ,_ . I ~""-',~(N FF= 59.98 PAD= 59.4 / 69 FF= 60.08 PAO= 59.5 . ' \ N I I I 69 \ ' ' --:J \ \ (\ \ \ -, /I I -I I ri I I . I I I I . /. , I I I I_ ·-~~ ... 69 FF= 6!.68 PAD= 6!.! 69 ,· 1 FF= 59.68 PAO= 59.! .-tr= 6!.68 PAD= 61. I , I / ~ \I] ff= 61.38 PAD= 60.8 ' I I I I X ·_)t!f37 / 2 Ff= 61.38 PAO= 60.8 I~ I ··• ~ ' ' 18• I ' ' ~{ I ' ' i " ~ I I ' 18· ' If• ' ' : ! -~J "'·•, ·7· ·-: . . ,' •.., .... .. ' I . I I , lil! ,U ,B, / I , ,,l .. . \, FF= 60.08 PAO= 59.5 ' , ! / (7\_ .. 'CD FF= 60.58 PA/)= 50. ! ·ffi ff= 61-48 . PAD= 60.9 i EB ff= 60.38 PAO= 59.8 ~ ff= 62.38 PADcc 61.8 ffi FF= 60.88 P4D= 60.J EB ® rr = 6 2. 68 PAD= 62. ! ff:= 62. !~ PAD= 6!:6 I 00 ® ff= 62.88 PAO= 62.5 FF= 51.88 PAO= 61-3 LOT 1 ~ · 1.58 AC,. < ; ; /. , -;· / " . I 9903 Busiuesspark Ave .. Sulte C San Diego, CA 92131 Telephone: (619) 693·8824 FAX: (619) 693-1182 I I tor ! . I I 1WJJP JVoJ 131Bf I . 0(1j FF= 62.88 PAO= 62.3 i / . .. +-">.. . . '------. . ts APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE L □CA TIDN -OF PLANTING AREAS, 1-----+----I-'-----'---'--'--~--~--~----'------l-'-----" -J.......C-.--'-,. +----+-----I ~1 CITY OF CARLSBAD j S~ETS [ L!!._J f'LANJ-.llN.G-DEPARTMENT ~ ;==::__.:===========---=== I..ANDSCA/'£ Pl.ANS roR: BASE SHEET PREPARED BY . "AS-BUILT " C~/~T BENCHMARK: POINSETTIA SHORES s P.E. EXP. 7220 AW:nldo E'.nc:!l",-.:i~ Civil E".n~in~T"in9 Suite!: 204 Planning REVIEWED BY: C,r;1rl~od, C(lllirornio 920'09 Pr'oG~:!linq 7tS0-9~1 ~ 7700 Surv~ng Fo,:: 750-9~1-8$80 INSPECTOR DATE DATE DESCRIPTION: LOCATION: RECORD FROM; ELEVATION: ST AN DARO DISC $CT FLUSH IN EAST CORN£R ON NORTH ABUTMENT OF EAST BR10C£ APPROX. 300 FEET SOUT!-1 Of" SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH 80\JNO CARLSBAD Bl.VO. ON PONTO STREET BRIDGE N0.A78B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 DATUM! M.S.L. AREA 8-1 C. T. 9'1-08 APPROVED ENGINEER OF' W<mK REVISION DESCRIPTION F,\JDBS\%!019\%!91:LlO !0·8-97 !1•54•30 •~ Xr'!'ls: 9619EC, 9619E'GRt)i, 96HftS'TR. 9~19(MAP, 9619El.lTL, 9ti197UTL, 9819ITPO G.M. W,D. B4-6JS O' 5' 20' -----10' 40' SCALE: 1' = 20' " , . ' P /1 rJr/F'/ r.rJU.c.......,.c......., '--r' X .... fJ.u, .. __ .. ____ ·--~D ---.. ··-··-. ~ ~,.... ' ;)': (9) FF= 59.68 PAD= 59, f ,,--•- ~ FF= 59.48 PAD= 58.9 ' I; ·1 \ " \ ·,. '' \ I \ ·,. "\; - -~ -Vi-'./ .- \ .·· \ ' \ • • ' ' 69 \ \ ' ® I "· ·, FF= 59.18 PADcc: 59.2 f'F= 60.18 PAQ= 60.2 \ I 69 FF= 61.38 PAD= 60.8 ffi FF= 61.48 PAD= 60.9 BASE SHEET PREPARED BY: C~~~~T ! I I ! s 7220 ~nidcll Eneinci, Civil tm;iin~lrn;i $1,1lt1=1 204 PIQ,nr1inQ C1;1rtl!iltxid, CQ!ifQmi,;, 92009 Proc:es:,ing 760-931-1700 Surveying F(lx! 780-931-8680 ,., ..... ;, __ ,, ., ·-... ,. '···•--"·.. ... '··""'·····"' ~·-· ' I ~ .· .. ~·~/ I . ' , ~ 69 FF= 6!.48 PAD= 6 .9 (3i0) FF= 61.58 PAD= 61.0 '.I/ CID FF= 61.6. PAD= 6 .1 "AS-BUILT " P,E. EXP. DATE REVIEWED BY: INSPECTOR DATE '. ;, " ,, • I, ... ~ i -. \ /~ \ \ \ ,;:.,_· ..... ,, . ... ~--- ....... --~ -· -' ' ----. . " BENCHMARK: '" \ ' \ ' ' ' / / / '' \1·< / . \ DESCRIPTION; STANDARD DISC SET F'lUSH IN EAST CORNER ON NORTH ABUTMENT Of EAST BRIDGE LOCATION: APPROX. 300 rm SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET £AST Of CENTERLINE OF NORTH BOUND CARLSBAO BLVO. ON PONTO STREET BRIDGE N0.A78B2 RECORD FROM: NORTH COUNlY VERTICAL CONTROL DATA BOOK. PAGE 135 NO. OC 0147 ELEVATION: 50,558 DATUM: M,S.L. / \ ' \ "' ~ \ \ JI --·~ , .. ,, .,.,e,. It\ r .. -u,,. 'll "l/ JUI DATE INITIAi. PLANT LIST . SYMBQ BOT ANICAUCOMMON NAME 0 0 ARECAS1RUM ROMANZOFFIANUM "QUEEN PALM" CUPANIOPSISANACARDIOIDES CARAOTWOOO JACARANDA MIMOSIFOUA "JACARANDA" JACARANDA MIMOSIFOUA "JACARANDA" METAOSIDEROS EXCELSUS "NEW AEALAND CHRISTMAS TREE" Q>U...t:3/fl:$'p,J PllR!tJt.1$ err>. "a,rn.e ~" . I • P/1'lti9> Q.t.MreM5>L3-:' ~ t~t> f'lt.le, ~ ~R:4A -.•Atb~_J,.,hl Wtu.aLJ" QTY a;, Mem,:,,1~ ~. -•~ z@.l,.,6NI::> Q!Rl~ "l'R!:t$" AGAPANTHUS AFRICANUS "OUEEN ANNE" © Cb) ~ ~ ~ ~ HEMEROCAUJS HYBRID DA'ILIL Y BOUGAINVILLEA "BRILLIANT BOUGAINVILLEA" . ESCAll.ONIA FRADESI "PINK PRINCESS" CEANOll-llJS GRISEUS HORIZONTAUS "CARMa CREEPER" UMONIUM FEAEZll "SEA LAVENDER" GREVIU.EA NOELUI "GREVILLEA" PITTOSPORUM WHEELER! 'WHEELER'S DWARP' RAPHIOLEPIS INDICA 'ROSEA' "INDIA HAWTHORN" ~ ® 0 JU)J~ Cff/~g.re, I 11,fl(Jf\)tj[.W. -· M/Mf Jawp Jl/fJ~ XYLOSMA CONGESTUM -SHINY XYLOSMA• 0 0 @) MELALEUCA t.Jt:sDftff!,A ;.."~f,:: JVle!..AUlfql.,• PHOTINA FRASER! "RED LEAF PHOTINIA" CISTUS PURPURELJS ''ORCHID ROCK ROSE" C,) BIGNONIA CHERERE "SCARLET TRUMPET VINE" (t;) TRACHaOSPERMUM JASMINOIDES "STAR JASMINE' ~ PELARGONIUM PEL TATUM "IVY GERAN!LM" ~ LANTANA MONTEVIDENSIS 'TRAILING LANTANA" , t:s=sJ DELOSPERMA ALBA 'WHITE ICEPlANr" ~ GAZANIA MITSUWA YELLOW "TRAILING GAZANIA" r:::_:;·,-:3 SODDED LAWN 'MARATHON 1r FLA"f'-\:> 1,1.J o .c.. f'LA~ r,i.• o. c-. @ ~MJUM~J~~~ ~-~ 0 aJc..AL't'r'iU? F/CffOLJA "RE'l7-~'21J!4 '' -·~QSC 1/ 1 \-,\" --,,,0 '-. 1 Es1,;''-' C, ' "" 2 ~ -Ul'J-""'-1 w l't., ,"!C:· .• · ,' I -¾< 1°,n: .?- 0'/ , .. ¾ 0 C~\.1' ""'-~·---,·--~ ,~,.- $li'E 12' B.T.H. 15 GAL 15 GAL. 24" BOX MUl Tl 15 GAL. 15 GAL 15 GAL. 15GAL. t,1(J:11 1 GAL @. 1t,10-v. 1 GAL e, j~r 0, C,, 5GAL 5GAL 1 GAL SGAL. 5GAL 5 GAL. SGAL SGAL 5GAl. 5 GAL. 1 GAL. 1 GAL. 15 GAL SGAL TESHIMA DESIGN GROUP APPROVED FOR PLANTING I LANDSCAPE ARCHITECTURE AND IRRIGATION □NL Y. LAJ\'D PLANNING INCLUDING PRECISE 9903 Bus!nesspask Ave., Suite C LOCATION OF PLANTING Sao Diego, CA 92131 AREAS. Telephone: (619) 693-8824 FAX: (619) 693-1182 l ~ --I, ~ CITY OF CARLSBAD 1s;Tsl ·~ . PLANNINEr. DEPAR-MENT 2 LANDSCAPC PLANS FON: POINSETTIA SHORES AREA B-1 C.T. U-08 APPROVED ~ f/ ·'3kl/i -",IC 7 -!'IW\SiANi r"LANNIN.Gi DIRe'ClOR, , DATE .. ~1/lllll:. v 1»,n [.._a. DWN BY: PROJECT NO. DRAWING NO ' DATE INITIIIL OAT( INIT\IIL CHKD BY: C.T. 94-08 ~9",4 -l?L ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY Af'l'ROVAL RVWO BY: f•\JOBS\%1019\%19EL09 10-8-97 11•02•48 on XIOls: 9619£G, 9619£000. 969t£SFR, %!9EWP, 96191:UTL, 96197\JTI.. 9619UTL, 9619AG!,O, 961!!ETPO. 9619STR PSO: %19!:W o· 5' 20· iir" 10' 40' SCALE: 1• = 20' I \ ,, ' ' \ \ \ \ .. ·_\ \ I 1--------1.\ ~~ '\ \'\ \ \::::·\ ~\ \ \';\ \ \__J t\.\. 0 0\ L-\ G :1-:.l ' . ' . \''. . \ ' ' ' /':;,-. ' " . '.' ( CJ) FF= 56.38 PAD= 55.8 • ✓ >'/ ,',•' .,·~~Ii ' f BASE SHEET PREPARED BY . . c~✓~~T s 7:220 Avenido Encina9 Civil Enginei:rln9 SUile 20-4 Pl(lr'lnl1"19 Corisbod. Corefomkl 92009 ProOH!lin9 760-9]1~7700 Surveying t~: 760~9j.f~8G80 ,, 0D FF= 56.18 PAD= 55.6 I I , / . /;> LD1 ~ > '1 • " ~ j~ ,, . '· el) FF= 56.58 PAD=56.0 B tJWAP 1VoJ i-0-JrJj uD P,E, REVIEWED INSPECTOR I ' "AS-BUILT EXP. BY; i l~---,-,y=-=~_______.,' j ~~/. ~--TclW~_L10~g}{ ~1 ~?,P_~-~ 1 OL "s::---..!s... '7-' ~] ----,=------,------'~ ,-.--------, ' \ E!t0 FF: 56.38 PAD= 55.8 I \ ' \ ·,, \ " DATE . DATE ' \ I ·, \ ,. ' . . l . . \ \ . j ' FF= 5748 PAD= 56.9 ffi FF= 58:58 PAO= 58.0 ,2 I ,FF= 59.08 / PAD= 58.5 EXE: 69 FF= 58.38 PAO"' 51.8 " ,, Sf!eb7 -(!fj 4 2 FF= 56.98 PAO= 56.4 ' '-~.' i . i I ! I . ,. \ -..:........... .. ..., . 8 1 . . FF= 58.68 PAD= 58 f ..... · X I " I " I " . ~ ... _....,.__ __ .... E59 FF= 57.58 PAD= 570 .. •. LVT _. t~-11 g:. .. A'.c~ I . (!) FF= 5788 PAD= 573 " 1 ffi FF= 58.38 PAO= 578 '.,:\ ® FF= 58.38 PAD:;; 578 (3?5) FF= 58:68 PAD= 58. f ffi FF= 59.08 PAD= 58.5 ;.;:, 00 C ~ a ----- I' ' X ' ' el0 FF= 58.68 PAD= 58,! . ' . ' 1 , ,. '• I • •. I ® <J,} .... ' i I ,; FF= 59. /8 PAD= 58.6 ' '.l 0 \ ':;':{°; ',. \ls X . ; \' ' 12 '.' \ -\ I --~·____. - .! \ 4.02 AC. ~-_, \ X I 69 X X I I I > I , ' ' \ @ I I \ J r • ·--.. . -I %'.l-r,.-;;s,-rr;G.N GROUP .· APPROVED FOR I PLANTING LANDSCAPEARCmtECTURE AND IRRIGATION □NL Y. LAJ\"D PLAl\'NING INCLUDING PRECISE 9903 Buslnesspark Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 LOCATION OF PLANTING AREAS. ~ CITY OF CARLSBAD ~ t-----+--t'---~'-------;..,....-~----+--+--'--+----i-----l ~ PLANN/f-10 DEPARTMENT ~ ~~..'.:::::===========:::::::..:===~ BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH £NTRY TO CARLSBAD STAT£ PARK .40 FEET EAST or CENTERLINE OF NORTH BOUND CARLSBAD BLVO. ON PONTO STREET BRtOGE NO.A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50,558 DATUM: M.S.l. .o,s. INITIAL ENGINEER Of' WORK REVISION DESCRIPTION F"1\JCJBS\961019\~M9EL0B 10-8-97 10,-43,37 ~r, "'"'" 9619';(;, 9619ECRO, %l9£S1R, 96l9EMAP, 96l9(UTI,, 96197\m., 96l9ETT'O, 96l9SGRO 1-C> 0A TE INITIAL OAT( INITIAL OTHER APPROVAL CITY APPROVAi. PSO: 96 I 9£LA3 LANDSCAPE PLANS roH: POINS£TTIA SHOR£S AREA 8-1 C.T. U-08 APPROVED OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY; __ _ RVWD SY: C.T. 94-08 %4'· l;J.. \ ' --a-- \ l::lQ:]1';: l~L fmlWffJ.. IN h/4-17<:tW INolr:t; 71fe UTIW11/ ~ HJ;,~._.,;.· ~ ftr.\ ' I i ' I I ' ' ' ' I I / ,' I / '-----',7 I I I I ,,-e_/ ± \ I ' 4~ -Q I - / I 56 18 \ rF::: ~ 55, 6 ___ pAD~ --~ ' /r.,v-,,.., ..... ,~., v (' / _J '"""'k.l ~-",. -,, 3 -~ [) £; "'~:?:S;: . '·-..__/ -w~P-JVo~-1a-·---=--~ "°'""--~?.:>,_ • ~ SH£ET PREPARED BY: "AS-BUILT C~~TS P_.E. EXP. 1220 Avffllda tnclnn Clvll En9inNl'ii'tQ S."• 204 Plonnltt9 REVIEWED BY: Carisbod, (;offfornla 9,2009 P~i"9 750-931-7700 $uf"'Myln!J Fax: 760-931-86110 INSPECTOR .. :' , . ' ',' . ,, OAT£ DATE •'•'" '""•a ..... ,,..., ,,:\i.~ • ~.-••••-••"•••~•-~~-~~ ••• I I I ,' I I I ' \ \ ..--\--'-• .,_.__ _ __, \\ --so-- ' <".: ~----------- -~ 7- , ~-. \ ' \ ' ' \ \ I \ \ \ \ \ ' I I \ ' \ st/Ef:TJY,J X st:/3 I X I X I • tl1J X I i i i i ·t· i I i • \ \ ' 69 (R(t7) I I . I \:-'\ ~-A" \ .\ a ~---.. ... 03 '!Suslhesspe.rl: Av!':' .. ~tt'E"'C--, San Diego, CA B2131 Telephone: (619) 693-882, FAX! (6 l 9) 693· l 182 BENCHMARK: DESCRIPTION: STANOARO DISC SET FLUSH IN EAST CORNER ON NORTH AB\ITMENT OF EAST BRIDGE lOCATION: APPROX. JOO FEIT SOUTH or sourn ENTRY TO CARI.SBMl STATE PARK <IQ rEET EAST or CENTERLINE OF NORTH BOUNO CMlS8AO Bl.VO. ON PONTO STREET BRIDGE N0.A7882 APPROVED rs 14 I ' ' / ; ~ I ' i ' _,. f" /}I-\-■ • -',}--·. ·- -.' .... ... , X I X I , I , E53 . ' ' ' . D ---- ' \ 1 ,· 0-, , . · 1· A P D FOR AN--."•1• G IRR Al . fl,f\ I LU I AT AREAS. C.T. 9'-«I \ ' ' '. '• " . RECORD FROM: NORTH COUNIY vomcAl CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 MTUM: M.$-L DWN BY: --PROJECT NO, DRAWING NO. REVISION DESCRIPTION OAT£ INITIAi. OAT£ INITW. CHKD BY:-~ CT 94 OB .L1i1!A ~-i;L 1( _ L'.ENGINU=::.R ,:Of':.,:WOR::KL __ _;,::.:,::=.:...:==~~---.l::01tt=:tA~,S>P=Rm:=.-t.:..J....;c:11Y.:._:"":PR01>::'.:~:..l.:FNW:;;;;;:o;;s:;Y;:: ;;;::;;;!.!;=;;;;;;;' ;;;' ;;;;;;;-:==:~=7'i"'"f=::::=:!J 1 , ,' .' . ·-' , .. , --· ,. . . ·-~ . .:,.. '' ... ,, "''"'•'"'' .•... --~-; -~-... -·-~ -~--. ·-....... ,.,.....;._ ~--' ···-··-··-· .. f',\JOBS"961019\%19EL06 10-8-97 10•05,32 on Xi-tit; 96197Vll.,[Cl!O,ESffi,E11'0,ML,EG,SGLT,SGRO,EIW',SSlR,SVTI. PSO, 9619M2 11 . ' 0 X j ~ LO, 8 I ' '· J,: ' .. ' '' J • ' ·-. .. ' ' i ' ,, ----------= .·"' ... ' -.·.' ·,.,. 1', •• ,-, . ' . 1 -• ·. " , . ! • . . •_ :;. I , _. • ... ; '·. ·-'.'~}-~----·-~- ~ 0 X \ L __ . , 9.68 FF"'M 59-1 p;.~- PA 1dJHL ~;!ii J\JJ L eB I BASE SHEET PREPARED BY: c~~~, /, / I I I I s 7220 Avenido Encinas Clvlt Enginmtrlng S~itt 20.t Pki,,nin,; Cort!;bod. Colifornio 92009 Prooe,-:,ing 760-931-7700 Surveying ,.,., 760-931-aseo \ \ \ ZOT 10 1.94 AC. I ,· . ' \ \ I 3 38 · FF"' ! 62-8 · p~D~ · .~. 18 ' \ :'¥i~;~CJI•, \~ \ \ \-:,. \ \ //\\ \\ ~~~<\; \, \ \ \ \\;t ·, ·,.:>< \ \ ' w1<,l/"f. ,z ,,..-,~~ . /,• \. .. \ ' -·-,. ----IA-- \ : · .. '- ' i I f'..., " LOT JWAP JVoJ 13181 O' 5' iE 20' SCALE: 1" = 20' 1 13181 " 40' ........... ..-1[ " ~', ~~!:? ~!?MaJf I!""', /// 1-----1--+L''-\ _·_'•--~------1---1-----1---1------1~ CITY OF CARLSBAD I S'.:i;TS I ~ PLANWfJG . DEPARTMENT ~1--;:==::'..'.;:::=========~=~ P.E. REV!E:WED INSPECTOR j "AS-BUILT " EXP. DATE BY: DATE .. ENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD DISC SET. A.USH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLS8AO BLVO. ON PONTO STREET BRIDGE N0.A7882 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PACE 135 ~. DC 01~7 50.558 DATUM: U.S.L. ' ' 'r-' ' ' .', _, . . , ' ' • •••• '"'-• ~~• ............ "'•~•' ,~-.. , ... -•••~-.. ,,,,'_._ '~ •••~-~ ... ~. ' ' • •• a '• ,, .. ,, ,, •• •• """" • o",' • ......... , '"'' ••••--••--~•••••••~.M, • .A., ~~-• ,,,, ........ -.,,.~ ""''""""""'"'''' DATE INIT1At. ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAi.. CITY APPROVAi. F•\J0BS\9610!9\%19~L07 1o~s~97 I0•Wll "" .... ,, 961971Jll...>;;RO,EGRO,ESTR,EIPO,ML,EG.SC,.T,SGRO,EMAP.SSIR.S\ffl PSI): 961 !!EIA2 1.ANDSCAP£ Pl.ANS FOR: POINSETTIA SHORES Al?EA B-1 APPROVED OWN BY: __ _ PROJECT NO. DRAWING NO CHKD BY: __ _ RVWO BY: C.T. 94-08 9/fitf ~et.. I I \ '' \' . ,. \ ' \ ' \ r•:. ~) ~'rr:,--~ ' . p .r:~'--- ~.~1"!1) +t'l'-~ jb. \ t 5' -----20' 10' . 40' SCALE: 1' • 20' \ .. -·, \ -N ' •, ' ' ' \ ' \ ' \ \ \ 'i \ \ ' ' \ I \__1 ' . ' I \:\.""\_ ill a~ \ \ I \ ' ·1 ' ' ' ' -g[) (;; \ \ '· ,__ = ... - ' \ ·: I ' I \. v··, \ ' . \ \ I : . .: . . ; ' --~.I ' \ \ ' ' \ \ \ \ \ \ \ \ \ ----50- APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE BASE SHEET PREPARED BY . . C~~T s LOCATION OF PLANTING AREAS. 7220 ....... 1 .. [oclnoo Civfl Enghiffrint Sult• 204 Ptannlnq C<>rtobod, C.!Wo,mo 92009 Pro«!$,i"9 flt9-93t-noo Suf'Yeyinq to.::619-931-8'980 "AS-BUILT ,, P.E, EXP. OATE REVIE:WED BY: INSPECTOR DATE V ; I ; , -~/ j : ' ... ·,·-··'"···-~····· I ! • u,J She< . ' ' . Woll ---·· -------·- 16 -+ ® " I 53 98 · Ff" _ 53.il ; X p.AO-// I / X / I ./ X , I , • • , ~ ® , , . 54 78 5 28 ff'" -54,2 f'F" ; 54.7 pAD-pAD' / X / ·r· _/·@ • ·' / u I , 8 , Ff" :\1.4 ' /t\' p.AD- • ,.. i' .....,r-----,--_.,,-; ~ ~< /' X ; ' . --- ; I , / , / • ~· / , ·-·--·· ® ·-·····-·· ,1'·~---SD _, ..... ~ .. LANDSCAPE ARCHITECTURE LAND PLANNING 9903 BuslnessparJc Ave .. Sclte C Ban Diego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 BENCHMARK: DESCRIPTION; LOCATION: RECORO Fl!OM: ELEVATION: STANOMO-DISC SET FI.USH IN £AST CORNER ON NORTH ABUTMENT or £AST BR100E APPROX. JOO FtET SOUTH Of" SOOIH ENTin' TO CARI.Sl!AO STATE PARK 40 fEET EAST or CENTERLINE Of NORTH BOUND CARLSBAD Ill.VO. ON PONTO STREET BRIDGE tt0.A7882 NORTH COUNIY 'IERllCAL. CONTROL DATA BOOK, PACE 1J5 NO. OC 0147 50.558 DATUM: M.S;L ,., ...• . .• .. . ,/••·-·· .. ,. •,,,,,, ~,.,,. ·"'•' ........... .,,~""----~,-···~· ... ·•· .. .,-.. • ............. ·., .... :,..;.. .. _ ......... ,-, > .4 :z.k1rlh1 .D. e. , DAT< INITIAL ENGINEER OF WORK ru M • ',' .. --... · G'.~_._,e, / D~W POffiT AV,'~'. ,)t &__.f;~o~,-~~. &13~. ~,;;:--:_ ~s:-~;-,\ei~,~-._-.. 7~1! V-'41--.. -.. ...,._.l, -r--!f-' .. -. , .. ,Jl-_-.. -.--. ·-·➔,. -~---.. _-__ ,-_ r __ .. -..... -... Wt·~-1 r·,....,·' .. -. ◄-.-1-r __ ..-t1.·. --.-...... -'-... . • " .,...,-•·, I~ • / ! I r-.; I ii . I . -.---,, ., _..,. I ,, . ,, ( '•, ... -·, . -,••- ' , /t\, , I . 1 1 .... · .rt ... ·., , ,. 1" I ..-. I Ff;!N(1.fll<S ' DATE INITW, REVISION DESCRIPTION OTHER APPROVN. " . /_-..... ' : •. .. • . . . ' ·.-. I '2./:/51<-u ~ '0Alt ltllWiL crrr ..,,_.,_ . : ' ' UL) . CITY OF CARLSBAD PLANNING DEPARTMENT I z;t:s I I.Alf/JSCA1'£ Ft.ANS fOII: POINSEmA SHORES . AN£A 8-1 C. T. H--trlJ APPROVED~ skfi:: As.:>i!STAl'+l"' . NNI~ D1RE:Cmr<-'DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ~-'e;L. RVWO BY: C.T. 94-08 r,\.JlBS\'610t9\9619tL04 10-7•97 11,;19,05 Gl'l x,,t~ 96111(L.(ll'0,7Ull,[IIIL£1111',SCl!ll,SS111.Stllt , PSo: !1619El I I 5• 20' d' '----f":~e~5iiiiiiiiiiiiiiiiiiiiiiiiiiiiE"' I --"" _,. I 10' 40' SCALE: 1• = 20' ~ ~ X X ~ 0 ~ '.,-;~ . . . ® 56 OB ~ FF" _ 55.5 pAD- 'J L l .. , 11 ., ' 16 + ' ® 56 58 FF" _ 56.0 pAD- 11 . I ·-. . . Shed; N89'57'J6"W !0!6.56' ANCHORAGE AV£. I• LOT 6 2.28 AC. X I X I X I " I 't" X l I X I X --·-+- 7955 1-- I )( I I I I I " . ~~g c • ' ' '.,_ ,:.___,_:_• '• .: .... ·. ··_ .:~~ . . · -~~.....: ..... ( --..·.•.,•.· .. · .. ; .· . -~. ~ . . . . ~----.. __ ' . ' . ' . I I .f-'' . ~ 1 ....i.-...,,_ ____ -----¥-::__i._.,_------------,-l<--~...........,._---1.,J_' __ ___,,.,.__..,._____,..___:z,_--k-----.,...___,.,...----4-_____,.____,,__J,.J__,.____/.,..,,.P------,.~~~t:;1 ~~;::,_ -=.l~ -- ~ 12 I I I ! 13: II! .• ., • . .. ia". =:; . ' ,· ... . ' DEW POINT A VE. ·-• ', • i . r- 'I t . I BASE SHffi PREPARED BY . . c~/!?~, s 7220 Avenida tndnos ci ... il Engineering Suite 204 Pl¢n-nirn;1 Co!'l!.bad, California 92009 Pn;,ows$i~ 7S0-·9J1-7700 S1,1rveyin9 F'ox: 760-931-8$80 ! i I I ! ! I '; I' '; --111· ,x · \ ..... . ·-... ·,. . ' "AS-BUILT ,, P.E, EXP. REVIEWED 8Y; INSPECTOR •. ·.,-_ ... : ' - DATE DATE - -~••-......,,_ --~_.._. ----• --~---. ---L _..._~_.,_._ .... , : I - APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STANDARD DISC SET fLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH Of SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE Of NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 RECORD, FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50,558 DATUM: M.S.L \ -, .. 1./am o.i•,. .· I,\ /4 DAT£ INIT1AI... ' ' -,..._ '--\ . ( ' ' a• 1 -'H l/""•1r• IVJI~ ' \ ' ---· /~II If~ , ENGINEER Of 'IIORK REVISION DESCRIPTION F":\JOBS'\96.101'3\q619ELOS 10-7-97 5145129 P"" l<,,f,, 961 '1EL,ETP0,7\llL,SCRO,:;sll!,SUTl,E-.SCL Y ,4CRD,UTL t..... . .. . , • -· . .•. . -. ., ... PSO: 9519El!\ 1 ,,,.,.~..) , ·- O•T£ tNITiAL OTHER APPROVAL . '117.~/'1'1 I.JO, I OAt[ INITIAL crrv •PPROVAI. CTrJ 7 j .r')f_r;j OD CEITECTURE LM'NING - 9903 E115!.nesspa:rk Ave., Suite C SanD!ego,CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 CITY OF CARLSBAD A.ANNII--IG DEPARTMENT p I &LTSI t.ANOSCAPE Pt.ANS FOR: POINSETTIA SHORES AREA 8-1 CT. M-08 APPROVED~ft z{.k__ /\'::BISiA/'%1 PLANl'-llN(:;;;. Plf:e6Torz . , ' DATE DWN BY: PROJECT NO DRAWING NO. CHKD BY: C.T. 94-08 ~-i;'t-RVWO BY· . ' . - l I I I l I I I I l I ' . ' ' ' ,. ,. ; I I -EARTH llERH-EXCEPT, IN ~RIGATl:D, TURf AREA · • ' • 0 '' T • ," 2 -5ET ROOTBALL I" ABOVE rlNl5H GRADE . 3 -ROOTBALL 4 -5EE $PEGS. ~ -BACr.r-.L ($EE 5PEC5.) . CJ b ~ 0 ' ~ '" 6 -see ROOTBARRIER DETAIL 'rHIS SHEET, ® ........ . SECTION ' ·, ' '!ITT"--~ (j) l ., G) PALM ® FINISH GRADE (V PLANT TABLETS -SEE SPEC'S. © ROOTBALL @ . BA'cKFtlL 100% WASHED PLASTER SAND " . @ 12" MINIMUM I , . (v 2 X ROOTBALL @ BROWN TRUNK HEIGHT _(V . WATERING BASIN NOTE: ALLBACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. " i !;! Ir ' .. ' 0:.. ... !;I: "' 5 ... z 0 "' ... ;.. -I "' 3' j.J;JTTP. ', . 1·-11' f . 5TAH.t55 STEEL CNQ.OSUIIE[MFA. STRONG BOX • ,_.,)DEL NO SB-?,'SO) CONTROlLER ol.NCHOR 80\.T!, 1/2" OIA .. 'I" LONG CAPU-1 l'LAC[D, HO~ LCNC,TH 1· (4. PLAUS) . ' ' r-c---1 vi· X I J,'2' X v•· CALV. !,T[[l ANCL[ !;TirrrnER!>. !,[CUIIE COHTROlL[R!, ANO 8ACK80ARO W/ CAPU-1 J'LAT[D 3/t,;,• !:ITOVE BOLTS ,;, PLACES tlN. 5[T 5Tlf"r[H[R5 ,;,· APART. c,ON_TROllER. POWER ON-Off SWITCH fOR CONTROLLER . ' ' CONllUIT ( TTPE T) ' 'DOIJB~E' REGEPTACl& CGROU!O f AU. T TYPO 3/"'' RIGID !:,TEEL CONClUIT ~ , ·1 , ' I ,· ·j,-4•. cxTc~161t c~Abc i>.s. rt YWOoo eACKBOARO. r.c.. PRIME ANO PAINT WITH 2 COATS ['XT(ll'IQR COlORrn tNAHEl. PAINT BOTH $/OES ANO All [DC.ES. .. . ' ' ' 1 • (2) 2" CV. r HJ LOI.O lOOGEPOLE f>1l,E STAKES. ~U.AA TO PREVAIL.11,b 'i,'Jt,OS. . 2 • Y J.T. 'CINCHTIES·. OR EQUAL. WAAP AOOlNO TR,tM: H.\l_. E>.OH:1-0 ltl E,I.CU ST~E 3 -TRE~ TRU!-11:: 1-CUT lOP 31:COOtlOfl'OI' STAKE DA!dAC!SD BT ~IO S • 1• ,r 4" OROSST1E 6• ~COTS.,.LL MCt;;l'ILL f>Ut:tltf.»lD SETTUo S6't ThEE 'J!' )lflOVJ: f'IN GR. 7 -ROOT8"LL 8 c :!. x P.001BAL LDIIJ.1ETSI g • SI.Ope_ ecrtra-,1 TO DAAIM 10· 6'" WA"THl«l MSlN. SWEPT 1H IJ.WH A. REAS. R~ A. FfER 1-M I HT PO. 11-FIMI5HG~l:E 12. P\.AHTV'f3LeTS(il' eaoweAA~ IS • PV.ce ISf >,j,:.liS O ursn; OF F!OOTBALl, Offs.;TfIDMTRUH(,ll" 14 -SEE ROOTBARRiER bei'Ai\. THIS SHEE:t,; ' . I. R[HOf[ CONT~OL VAL V[. ]~. IT'i°P,r,'1 40 ~[HAl[;A!)~PTER . 2. ··s0t.ft<cip • -, • :, :l. WAT[Rl'l':OOr WR[ !:IPUC[ • COHN[CTQR!,• C!">[[ !:>PfC!>.5 .. <. CONTROi. WIR[S1 ewol[ ANO TAP[ (W ,-• r[[T I-TN. txTU Wl<i00 ; , , •. !>. PVC &CH llO. UHON , . ' .. lo. VAlV[ 00>1 \'() f'\JRPl[ LIO . : . •, '• ! . I . • 7. PVC NON-l'R[!,!,OI![ l'f'[ 6. PVC l'RH,SoUR[ PIP[ q_ PVC &CH 60 llf'Pl[ UTP J Cl[HC TH Al', REO~[O) n. r"™1 GRADI: crwSH ti nmr. I" ti CROlf<OCOV[R) 12. PVC &CH •o T[[ CS!I!,} 01!: Ell C!,5};00 MAtlltl[ ,•. 1:l. 00!',T~B[O/ COlfACTtO -CRAO!: I<, ~-OR c;QNCRty[. Sll'POO:T$ : ' • I!,. ·I Cl/. rt. I-TN. rtA. CUll!:l · II.. !,[[ SPrn!> roR D[~TH!, 17, 2· I-TN, I • SliRIJ& 2 -ROGT6All 3 • SI.OPE 4 • 6" HIN 5 • 2 • IIOOTBALL DIA. 6 • WATERltlG BAl!IH (If REQ'O.) 7 -PLANT TA8Lel"S (3' Bet.ow !ll-"DEl e -SE"• 9f'Ecs .·. ' \ ~- 0 9 • F-111 GRADE AT SLOPE O•:!I R~o•o., ,----,,----,-,,-,,------tu.~OS,l;A,"l 1! ·A1" TURF • r'2• AT SHRUB 'NOTE~ ROOT-BARRIER SHALL BE. INSTALLED WHEN TREE· 2 """' ' .•. ::1~:WIT)+·•IN 10' OF A.NY HAROS,CA_PE, ANO SHALL BE "INSTAl.:LED ADJACENT. TO THE HARDS CAPE ONLY PER I:: •. ,JHE M~NUf. SP~Cll'ICATIONS., , • r • • ,,; • , '• • '----1011,. ---1H1.rt..t lit.t BIG~BAARIER AVAILBLE AT 'eu;rLl!R'S MILL SAN DIEllO,- cA ce-1&) 2e3'-s.1s1 , ROOT BARRIER '(810 .. BARRIER), 10 • Tor Of CURB. l"l,,,,\ltTER. IIR PAVING 11 • fll(_ OltADll AT E)(I9Tll!G SLore (AS IUCl'O.l 12 • 'f'I-AIIT riu; BAQ::FILL" (f'IJDDL-E & SET'rL-E PL-A"T AT FIN. 8RADf.l. PLAN view (Uto• ' R~Dl~s , ' . ' . (Dr11eE _TRUNK €) . ~to-~~~~I_E~ ©· BALL VALVE ®· INTEGA~L UNIC>NS • © · PVC SCH 40 4$' ELL {TYPJ '" ©·YALVE BOX , {SEE SPECS,) © FINSH GAADla IN TURF, 1-IN G.C. (U· '1 CU. fT. {MIN.) PEA GAAVlaL SUMP ©· COMPACTED SUBGRADE ©· BRICK -OR CONCRETE . SUPPORTS ON COMPACTED SUBGAADE © ~~E, OF H.i,~O~CAP.E (~URfl1 PAV~G, fAD. ETC.) ([.)s·-o .. WHEN mEe •• •L,UffED As-·u1 oALloH 112£ ©·PVC PRESSURE PIPE • [~Ep SPit:CS.) @)-SEE SPECS. f011 DEPTH r 10■ .... 1WHEN TAEt IS PL~~ As a ... & 3$"" BOX !iiJ;il£ 0 QUICK COUPLER (!} · QUICK COUPLER KEY . @ . V~LVE BOX ( SEE SPECS.) i : (9 • 1 CU. FT. CONCRETE SUPPORT @ ·@ • · PVC SCH. 40 ELL (SLIP X FlP1) •. . 1 , PVC PRESSURE' PiPi iSEE SPECS.) nm '0 -_ . BRICK, 'o~ 'c6NCRETE, S~P_PORTS (TYP.} II @ . • 1 cu. "·. {MIN.I _PEA GR,'¥EL S';JMP '• : @ . · Ft.USH IN. TURF AREAS, 2"' IN GROUND COVER AREAS @) . • UNDISTURBED' OR 'COMPACTED sueoilADE 0 . -18" BELOW FINt!H GRADE .. ·-0. • ~vc sc:H. eo NIPPLE o. · e:,:r~ 12-~AX, FROM. EDGE 01:,,CURBS, ·. "ALKS,.c,C, NOTE: RECLAIMED QUICK COUPLER SHALL BE OIFFEFlEHT ANO IHALL NOT BE INTEACHANGE-"BLE WITH l'OTABLE W-"TER FITTINGS. I -POl'-lJ', !,l'RAY HrAD ' \, ~ .-' 2 .. SWtlG J0M AS!;(HetY•<l ~ eo ..,,_[ .&ND 3 HARLU !;T,,r:t.t5) . :i -AHCI.[ WU VART vmH Htlet!T or POP-II' eooY . -l'VC SCH •o T[[ C5!,T) or [Ll t!>T> , -l'VC •~ONf'l![!;!>Ut[ ltl[ ' -:!." HAX. tROH CURB!:>. WAllt!>. [TC. 7 -AT rt•SH CUD[ ti TURf 'AR[A!'>. I" N SH-),Ri:M, -. ' e. &t .. ~C!,._ rDR Dt.~TH G) -REDoCeD P"&SSU~e TYDE 81'.Cl<:FLOW t>eYICEi ASSl:.MBLY (Sc! !IP!'CS. AND LEGetlDJ © • PRESSl/A( REGUlol.TOII (SH. SPl'CS. S!'T AT PSI} @ · Y-BTAAINER (SEE llf>Et:S. At-ID t.EGEUOJ 0-Bl'\ASS Ht [TYP.) @ · l'IRA5' UNION © · IIRASS SHORT NIPPLE ('T\"P.) (j) • 8R .. !S Rl$ER (U:·NGlH .1.S I\EOUIR.FDJ !~TALL PER C.M.W.D. STD. DWG. #W-20 0- f~ ~ SEE. C.M,W.D. STD. DWG. W-20 G) · PVC SCH •OHL (ST) @) · HEIOl'IT PER LOCAL CDDI: (12~ MIH. @ · CONCRETE FOOTrNO t<!-" MINJ @ -COMPACT SU~MDE @ · ftl/1S11 G,R ... DE ~ · 6" MIit @) . SEE sncs. FOR t'EPTllS RebUOEP Pru=~ IRE. ~W FKeVe-tt\U~ SHAUB SPRAY HEAD W/ ADAPTER ("DJUST RISER PEAP~NDICULAA TO SLOPE) ft.f>-UP ~'( © I '. AH TI-DRAIN SPRINO.CHECJ< :VALVE PVC SCH 80 RISER / NIPPLE (TYP .) (LENGTH AS F!EQUIAED} . , • · , c SEE SPECS. FOR bEPTH •• ' ' -I . ' .. ' © · , SWING J_OINT AS~EMBL l • (2 MAALEX ST. ELLS) . •,' . _. ·,· ·. . . ' ;{, ©'• 10-MIN. FROM FINISH GRADE . © · .. PVC NONPRESSUAE (LATERAL) LINE · {SEE SPE~-}. , -, , -. , , , , .. , __ , I ' • © ~ PV9 SCH 40 _ !EE (SSTI 0~ ELL_ (ST} j . ©. e-: 8" _FR~M,,H~DE:A, ';-1:f·. , • fio'. t3 !IEBA.ll)V/, o,Lyf ~L1':'~S I ~~~ =::::· """'"""'"""'"""'"""'=-=-==--..... ----.. roTAllL[ !,[=[ Lt11:~ roTAlll.t ""'"-tit :i.5 rrn "' (&H tf'ROV[Hl".HT IIIIA\ffie!,) -APPROVED FOR PL.I\NTING 'AS BUJL T' NOTt• All RfCLAr11:D WAT[R l<RICATIOH f'l't AND !;L[[V[& SHALL 6[ f'U!rt.[ AND lAD[l[D A!, !',Pt:Cln[O IN> !,TANOARO Sl'ECUATION!'> rOfl f'IWAT[ l<RICATIOH &T!,T[H!,' "CARl&OAD R[ClAt1ATION RLU& AHO R[Gl-1.ATIONS ro• CON&TRIJCTIQN or R[ctAt1[0 Wol.T[R HAt15' OCTOBER 1qq3_ POT ABLE SERVICE LINE CROSSING N.T.5 10' t,fl.11 TO POTA8l[ MAttlM ti STR[[T ~ R[ct.olf1(D WATER l<RICATION HAM.N[ W/&L[(V[ t,iOT[• V[RTl;L[ ct[AUHC[ or 12· l'H1..l1 l!o HANDATOIIY WHfH CR055tlG rATH or A POTAlll[ WAT[R LI<!'. t15TALLATION or R[ct,t,t1[D WAT[R RRICATIOH MAH.ti[ 24' rROl'I rAC[ or SIOCWAL• WLL PJ<OVI()[ TH[ Hl':C[!,&ARY 10· HORIZONTAL Cl.[AUHC[ rROl'I roTAllL[ t1Attl.tl[ ti TH[ &TR[[T. POT ABLE MAINLINE CROSSING N.T .5. - --. . TESHI11:A DESIGN GRO UP LANDSCAPE ARClOTECTURl: LAND P 1.-N', 7' L"'I G M03 Buslncssparl< Ave., Sultc C San Diego. CA 02131 Telephone: (619) 1;!)3•8824 J-"AX: (619) G93·1182 . --■-·-- OAT£ INITil,L foNGl>IEEII Of WOR~ REV1SION DESCRIPTION AND IRRIGATION ONL )', -INCLUDIN·c PREClSE TillE-DAlE LOCATION OF PLAN'flNG RE\'J[VIED B'1'1 ARE.4S. l",SP(Cl01;'. P~TE I I I L_ I \j!J CIT)' OF CARLSBAD Sl-!Et.TS . ~'1.--• PL flNNJtlC, L I PfPARlMENl --I I POINSErTIASHDRls -¥1:?A s;· . CARLSBAD ' . CAl,;IFORNIA APPROVED~ ASSISlAIH -LANNlNG llJRECTOP. ¾/ ~-'ff:_ __ CA TI: --OWU SY: PROJEC1 NO. DRA'll',NG NC. DAT£ I,nTIAL D"l[ IW!T1Al. CHKO SY:, ~.--r,' 1'f :;:,e, OTH(~ APPlmV AL OTY Af'P~O\'AI. RVVD BY• ~-~ :I i j i I I ' ! j l I j ; IRRIGATION NOTE: CMWO'G RECLAIMED WATER IRFIIG:\TIOH SF'ECS. TAKF. PRECEDENCE OVER THESE SPECS. PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 are en added part of this section and contract for this work and apply to this section as fully as if repeated herein. 1.02 SCOPE: A. The work includes all services, labor, materials, transportation and equipment necessary to periorm the work indicated on the Drawings and as specified. The General Conditions and Division 1 apply to this section as fully as if repeated herein. 1 . Related Work: (a) Landscaping Section (02900) 1 .03 SUBMITTALS: A. Submit a list of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A. Fumish guarantee In accordance with general conditions, for a period of one (1} year from date of final acceptance -at conclusion of the Maintenance Period -on complete water Irrigation system, Including nonsettling of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any m.alerial damaged thereby or therefrom. 1.05 OBSERVATION: A In all cases where observation of sprinkler system work is required and/or where portions of work are specified to be performed under direction and/or observation of Architect or his representative, Contractor shall notify Architect at least three (3) working days in advance of time such inspection and/or direction is required. B. 1. Observation will be req~ired for the following parts of the work: 'UPOf'I INSTALLATION · 'Of', SLEEV~S and testing of main fines and lateral fines; when pipes are laid and are to be i:;ubmitted to pressure tests. Do not cover any lines until they have been observed and approved. 2. Upon Installation and testing of valves, quick couplers, backflow preventer device, automatic controllers, and control valves and wires. 3. When sprinkler system is completed, Contractor, In the presence of Architect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting areas is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any Inadequacies to cover. 4. Final observation and pertormance test shall be at the same lime as final observation of the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period of four hours. All testing shall be in the presence of the Architect. Approval shall be received before backfilling any trench. Do not cover any lines _until they have been observed and approved. .CITY INSPECTOR MUST APPROVE PRESIJRE TEST ' . 1.07 RECORD DRAWINGS: A Before final acceptance of work, Contractor shall provide a record set of drawings showing sprinkler system work. 1. Any changes In location of ilems or type of Installations from that shown on drawings shall be so indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 3. All remote control valves, shut-off valves, quick coupler valves shall be located by measure dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. 4. On the Inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that particular controller. All valves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot plan, entire or partial,showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary and legible In all details, shall be made to a size that will fit Into the controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to inside of cover. · 5. Immediately upon Installation of any buried pipe or equipment, Contractor shall indicate on the drawings locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. 1.08 GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any ·requirements of the Drawings and Specifications, not conflicting therewith but exceec:ng the Code Requirements shall govern, unless written permission to the contrary is granted by the District. ·---------·---~----... ----··~---------·-~------------":"""------------------------------------------------------------------------E. F. G. H. I. J. K. Scaled dimensions are approximate. Before proceeding wilh any work, Contractor shall carefully check and verify all dimensions. Plan locations of sub suriace lines, valves, controller and pipe lines are diagrammatic and Indicate the spacing and relative locations ol all installations. All lines shall have minimum clearance ol six (6) inches from each other, and from lines of other trades. Parallel lines shall not be installed directly over one another. Dielectric bushings shall be used in any connections with piping of dissimilar melal materials. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. Permission to shut off any existing in-use water lines must be obtained 48 hours In advance, In writing from Owner. Contractor shall receive instructions from Owner, as lo the exact length of time of each shut-off. Contractor shalt acquaint himsell with all site conditions. PART 2-PRODUCTS 2.01 MATERIALS: A. Piping: Pipe sizes shown are nominal Inside diameter unless otherwise noted. 1. PVC Pressure Mainline Pipe fiHings: All buried private piping in the reclaimed water system shall be Installed with warning tape identifying it as reclaimed water with the exception of Intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to conslant pressure) may be excepted as long as It Is apparent, due to line size and location as determined solely be the District Engineer of Inspector, that the lines are part of a reclaimed water sprinkler Irrigation system. Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. (a} Pressure mainfir.e piping for sizes 2· and larger shall be PVC Class 315, and shall be purple. (PER MANUAp (b) Pipe shall be made from an NSF approved Type,1, Grade 1, PVC compound conforming to ASTM Resin Specifications 'D1784". All pipe must meet requirements as set forth In Federal Specifications PS-22-70, with an Appropriate Standard Dimension (S.D.R.) •'(Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1·1/2" and smaller shall be PVC Schedule 40 with solvent welded Joints, and shall be purple. (d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications ·01785". All pipe must meet requirements as set forth in Federal Specifications PS·21-70. (e} PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure D2466. (f} ~~fvent cement and primer for PVC solvent weld pipe and f,nmgs shall be of type and Installation methods prescribed by the manufacturer. (g) All PVC pipe must bear the following markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Rating in P.S.I. 5. NSF (National Sanitation Foundation} Approval 6. Date of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material dsignation, size, applicable I.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" and above, shall have the words "RECLAIMED WATER" stenciled In 2•inch green letters on both sides of the pipe In at least three places In a 13-foot section of pipe (total of six places per section of pipe). All pipe shall have stenciling appearing on both sides of the pipe with the marking "RECLAIMED WATER" In 5/8" letters repeated every 12 Inches. ~-PVC Non-pressure Lateral Line Piping (a} Non-pressure buried lateral fine piping shall be PVC class 200 with solvent-weld joints, and shall be purple. (b} Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conforming to ASTM Specifications "01784". All pipe must meet requirements set forth In Federal Specification PS-22-70 with an appropriate Standard Dimension Ratio. ALL PIPE SHALL BE PURPLE (c} Except as noted In Paragraphs (a} and (b) of Section 2.01.A.1 (a) and (b), all requirements for non-pressure lateral line pipe and fillings shall be the .same as for solvent- weld pressure mainline pipe and fillings as set forth In Section 2.01 .A. I of these specifications, (Primer not required). All unsized end run later lines shalt be 1 /2" PIPE. 1 • Schedule 40, high Impact molded fittings, manufactured from virgin compounds es specified tor piping, tapered socket or molder thread type, suilable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and C. D. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 inch insulation, 4/64 Inch neoprene jacket, style BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. Automatic Controller: 1. Controller shall be furnished and installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, selJ•contalned outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. 2. Unit shall have a minimum stations as shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shafl be 120-voll, 60-cycle controller, be complelely automatic and shall function optionally with or without the clock. 5. Any station may be repeated independently in any 24 hours. 6. Stations shaD be adjustable from 1 to 59 minutes. 7. Control panel shall be removable plug-in type. 8. Mechanism shall be housed in sturdy, vandal'proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and all working parts of the controller shall be contained within one protecting cover. E. Control Valves: 1. Remote Control Valves shall be of all Plastic body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. F. Valve Box: 1. For remote control valves 9-1/2" x 16" x 11 • rectangular box manufactured by Carson Industries #14129-12B with purple boll down cover or approved equal. 2. For ball valve: 10" x 10·114· round, Carson Industries #910·128 with purple boll cover or approved equal. Extension sleeve to be PVC-6" minimum size. G. Sprinkler Heads shall be as required on the drawings or approved equal. I. Ball Valves: 1. Ball valve 1 Inch size to 2 Inch size shall meet ASTM standards with seals which are sell adjusting to compensate wear. Ball valves shall have molded micro-finish ball with low torque requirements to operate unit manually. Ball valve shall have a patented feature -'Preloaded" stem seal and impact resistant handles. 2. Product: 1· -2· size (l<ing Bros. Lo-torque ball valve models Lt. 1000-1 thnJ Lt.2000-t} 2· • 4· size (King Bros. Block true union ball valve models Valencia, California 91384 Phone: (800)541-2672 or (805)257-3262. J. Concrete footings shall be 2,000 psi concrete al 28 days. K. Backfill shall be clean fill soil. L Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Two (2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gale valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw lining. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. Lo.cations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locate and stake all work and obtain approval of Architect before installations. B. Install and extend system as shown on drawings, and as necessary to carry out the Intent of Drawings and Specifications. C. Locate lines, valves and other underground utilities and receive approval of Architect belore digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: B. C. 1. Excavate trenches, prepare subgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and Inspecting operations. Do not backfill unlit pipe system has been subjected lo hydrostatic lest as specified. 2. Depth of Trench: Polyvinyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12· minimum Polyvinyl Chloride Non-Pressure lines for drip system lateral lines shall be Installed at 12· depth. Installation of Polyethylene Distribution tubing: Dislnbution tubing shall be cut Into lengths that will allow tubing to lay In a relaxed manner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the lube end comes Into contact with emitter body at base ol barb. 3. Trenching through areas where topsoil has been spread: (a) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of all rocks over one (1) Inch In diameter, debris, and litter, prior lo use as backfill where so Indicated on detail. 5. Repair any teaks and replace an defective pipe fittings until lines meet test requirements. Do not cover any lines until they have been Inspected and approved for lightness, quality of workmanship and materials. 6. Backfill trenches, alter approval of piping, with suitable and approved material, lamping soil around pipe and thoroughly compacting all trench lills until 90% compaction has been achieved. 7. Backfill material shall be approved soil, free from rocks and clods. lnstallallon of Polyvinyl Chloride Pipe: 1. Because of the nature of plastic pipe and fillings, exercise caution In handling, loading and storing, to avoid damage. 2. The pipe and fillings shall be stored under cover until using, and shan be transported in a vehicle with a bed long enough to allow length of pipe to lay flat so as not to be subjected lo undue bending or concentrated external load at any point. 3. Any pipe that has been dented or damaged shalt be discarded until such dented or damaged section ls cut and rejoined with a coupling. 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped with MEK, or equal, before welding solvent Is applied. Welded joints shall be given a minimum of 15 minutes to set before rnoving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount of backfill to prevent arching an~ slipplniJ under pressure. Leave joints exposed for Inspection dunng testm11, 8. No water shall be permitted In the pipe until Inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 9. Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturar only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be Installed as per detail. Remote Control Wiring: 1. Direct Burial Control wire sizes: As shown and specified herein before. 2. Provide one control wire and one common ground wire to service each valve In system. Provide 4-foot minimum expansion loop at each valve to permit removal and maintenance of valves . E. Controller shall be tested with eomplete electrical connections. Contractor shall be responsible for temporary power to controller tor operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main Insofar as possible. 3. • Electrical wiring shall e In a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub-panels, clocks, or elsewhere as required, in order to complete this installation. A disconnect switch shall be included. 4. Controller shall have a master switch. tt shall be possible to operate each valve manually, Independent of clock of any other valve. Remote Control Valves: 1. Install valve boxes ·as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. F. Valve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside ol valve box lid. G. Sprinkler Heads: 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done after the system has been thoroughly tested, immediately after written notification by the Architect to do so. H. Quick Coupler Assembly: 1. Install all quick couplers as indicated on drawings and as directed. Set al! valves plumb and true to finish grade and a ma,;imum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. . QUICK COUPLER VALVES SHALL BE 1• SIZE: ACME THREAD LOCKING CAP, · VINYL PURPLE TOP AND BRASS . 2, °t)U!CK COUPLE~ t<JJ ~HALL BE OF BRASS OR BRONZE WITH a, ri'H~g~\~L't:l s'i-llLt BE,OF BRASS OR BRONZE, VERTICAL SPRING, LOADED. I. BALL VALVES: AN.D SWING CHECK'. . . . J 8 1.,INSTALL WHERE SHOWN AS OETAILED . ac,.;flow Preventer: 1. Backflow preventer assembly shall be Installed In accord with manufacturer's specmcations, located and as directed on drawings, and shall conlorm lo all applicable code and ordinance requirements. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator II needed shall be Installed as per drawings and detail. Verify final location with Architect. L. Installation of Antl·Draln Valves: Anti-drain valves shall be Installed in the riser assemblies of all sprinkler heads that do not have manufacturer Installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks and curbs In shrub planting areas. Install quick couples valves no lurtyher and 170' apart. N. Sleeving: 1. Crossing of roads with Irrigation pipe or wiring shall be avoided wherever possible. ff a crossing must be made, Schedule 80 PVC sleeves shall be Installed at a minimum depth of 30" below finish grade. 2. Irrigation fines under other asphalt concrete or Portland concrete Improvements (other than roads} shall be Installed in Schedule 40 PVC sleeves at a minimum depth 011s· below finished grade. 3. Sleeve sizes for Irrigation rines shall be a minimum of two (2) times the size of the line It serves. 4. Controller wires located under streets or other permanent Improvements shall be Installed In separate PVC sleeves and corresponding to type and depth as specified on L-1. and L-2. 3.03 CLEAN•UP: A. As project progresses, Contractor shall maintain all areas In a neat manner and remove unsightly debris as necessary. After completion of the project, Contractor shall remove all debris and containers used in accomplishing work. He shall sweep and clean alt sidewalks, asphalt, and concrete areas adjacent to plantings. 3. Install control wherever poss wires ible. and Irrigation piping In common trenches APPRO\'ED FOR Pl .. A.\TJ:;-,;'G PAS BU1L T" 4. plices: Control Wire S spfices as folio ws: Allow only on runs of more than 300 feel, ~ I I - I ' ' I A~D IRRIGATIO~ O~L )', I~CLUDIKG PRECISE LOCATION OF PL.t\~TI?\G AREAS. I 1 ITr] ' -· ' ! ' I _J i I -I -------- TiTLE-DI-TE ~ ~;:Vl!'.'."ED BY• it;SPEC TO"t DAT!: ,~TSI CITY OF CARLSBAD l)EPARTl1ENT PLMINING ,7 I -N-1' 1P-P-1,a.swN r,.>ll'S. -RIP- POINSETTIA SHORES . ! B. Extreme care shall be exercised In excavating and working In the area flange fittings are not acceptable. Furnish fittings permanently T A DESIGN GROUP due to existing utir.ties. Contractor shall be responsible for damages marked with following inlormation: Nominal pipe size, type and ESHIM I CARLSBAD ,.¥,.~ -,, CALIFORNIA caused by his operations. schedule of material, and National Sanitation Foundation (NSF) LANDSCAPE ARCHITECTURE seal of approval. PVC fitting shall conform lo ASTM D2464 and NNING '1' C Connections shall be made at approximately locations shown on D2466. LAND PLA ~ · drawings. Contractor shall be responsible for minor changes caused by 9903 Buslneispark Ave-. Suite C ~ actual site conditions. San Diego, Ca 92131 ~ i D. Landscape headers and mowing strips shall be In place before CA\; !:~•thone: ~:::~ !;;:~~!~ 1.___~ __ in_s~t-al~la~h-·o_n~o·-.',.s .. p_rin_k~le~r-s_y_s_te_m_._~--~--------------------,--~-------~--~-----~~~=---~----------~~---===~)!:!!!:11::=•--""",_c,,,i,c11e::::r..~.:earo,,11mB2!!ll!'ll:ll!JS1SIIOll'l-moi.:J.Um.11=ai>!£.:..:.ii:,-;;t=1DBIEII--•.-...,.~=::.:-=i:=1:t:►FE!@!!l+i!!!•I:!• ::s..=111:1LE~ll'!E:l!!:!!!'IE!.IW-"""111!1'S"""50_,.-++.;is:...l!I!::::.-""" _ _, ... ....,,_, ___ ._.~~-:!~"':':~:""-,...., .... c:: ii?T • a.-::::e: ~ ~ .. ,,. ....... _ .......... ,, C.M. W ..D. '!J4.-5tt · ' . I iJ>/c I APPRO\ltD /-ti ,(J fr -· ~' I ! . r---, 'O'ATE ASSIS TAlll PL°'™NlNG DIRECTOR --.. --· ~! PFIOJ!:CT NO. ORA'MHC MO. OWN BY: . OAtt 11n1,1,l ... DA tt 1N1nAL DAtt llf, TIAl. CHKO BY: ?:-T, "14-~ ~-et. -REVISION DESCRIPTION· RVVD BY• ENG:1't:£R QI' "'ORI( OTHt~ A•PRIJV"l orr >J>PRCV,.._ •.-aw.-..,.;,.__., T~m--~-~-----------------------------------------•---•-~----------------------------•------------------------~---_,.:-------------------------------•---------------r LANDSCAPING PART 1 • GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered In connection therewith. 1.02 SCOPE A. The work includes all services, tabor, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein and as required to complete property the contract. B. Related Work: 1. Irrigation (Section 02480) . 1.03 SUB MITT ALS A. See requirements in General Conditions, and Section 01340. B. Contractor shall submit a typewritten list with specifications of all feasible materials, including soil amendments, fertilizers, plant materials, etc., with quantities of each. 1.04 DEFINITIONS OF TERMS A. 'Planting Area• shall mean all areas to be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES ANO REPLACEMENTS A. Plant Malerials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed for one (1) year. 8. Plant material smaller than 15-gallon size: Shall be guaranteed to live and grow in vigorous healthy upright condition for a minimum of one growing season after final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and In vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used IOr replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specilied al no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediately inform the Landscape Architect of any discrepancies. B. Prior to the excavation for planting or placing of plant materials.-the Contractor shall verify the location of all underground utility lines and other improvements, and lake proper precautions to avoid damage to such improvements. In the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be made for relocation as necessary. Failure to . follow this procedure places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall take every precaution to protect and avoid damage to sprinkler heads, · irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall · be held responsible for any and all damage to such improvements and shall completely repair or replace the same at no cost to the Owner. · 1.08 INSTRUCTIONS ANO OBSERVATION A. AU changes and deviations to the plans and specifications shall be confirmed in writing via the Landscape Architect. B. The Contractor shall be available on call to make a joint observation with the engineer. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies immediately upon request of the Landscape Architect. Such repair or re- work services are to be performed without interference of regular project schedule. C. Plants shall be subject to approval by the Owner's Representative at the place of growth and/or upon delivery to the site for quality, size and variety. Such approval shall not impair the right of observation and rejection at the site during progress of work for size, condition of root ball, latent defects, or injuries. Rejected plants shall be removed immediately from the site, unless otherwise approved by the Landscape Architect. 3. Upon the completion of finish grading and mow curbs layout in the field, but prior to mow curb installation. 4. Approval of all plant material quality. 5. Layout of plant material. 6. Pre-maintenance observation: When planting and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, and it does not relieve the Contractor from any of the responsibilities in the contract documents for this project. 7. Final Site observation at the completion of the specified maintenance period. This observation shall establish the beginning date for the guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified In writing (1) whether the work Is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or In part, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as are considered unfavorable for the reasonable performance of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or to perform any or all provisions of the contract. B. If it should become necessary to stop work for an Indefinite period, the Contractor shall store all materials In such a manner that they will not become an obstruction nor become damaged In any way, and he shall take every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover all open excavations and shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grading, soil preparation, and plantlng work shall be performed only during periods when beneficial and optimum results may be obtained. If the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFlCATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate signed, legible copies of certificates and/or Invoices stating the brand, grade, amount and quantity or each Item for all soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE ENGINEER. B. The Contractor shall notify the Landscape Architect in advance when all materials are to be delivered anq the manner of shipment, and shall furnish therewith an itemized list, In duplicate, of the actual quantity of material in each delivery, in order to ensure satisfactory coordination of delivery, and to expedite the required inspection at the point of delivery. The itemized list, in duplicate, for each delivery of plant material shall include invoices certifying that subject material has been Inspected as required by the Slate Agricultural Code prior to acceptance or planting. Particular care, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings from source to in-place locations indicated on the drawings. 1 . 11 PLANT MATERIALS A. Quantities for plant materials are shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number to fullill lntent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and grading, but prior to Initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and Invoices for soil preparation materials, shall Invoice such material, comparing the total quantities of each material furnished against the total area lo each operation. II the minimum rates of application have not been met, the Landscape Architect will require the distribution ol additional quantities ol these materials to fulfill the" minimum requirements specified. B. After installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items, shall invoice such material, comparing the total area and/or the amounts specified. H the minimum amounts have not been furnished, the Landscape Architect will require the installation of additional materials to fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a D. Site observations herein specified shall ·be made by the CITY· iN SPECTOR & testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed Into the site, random samples site An ffice NDSCAPE Architect. The Contractor shall notify the Landscape Architect of a observation at least 48 hours in advance of an observation. observation will be made by the Landscape Architect during o working hours on each of the steps or conditions listed below. Contractor or his authorized representative shall be on site at the tim each observation. The Contractor will not be permitted to initiate succeeding step of work until he has received approval to proceed by The e of the the , Landscape Architect. j 1. Pre-Construction Meeting: Immediately prior to the < . • eive commencement of work of this section, Contractor shall rec aµprovai of materials and equipment to be used, and method s of installation. • 2. Incorporation of soil conditioning and fertilizing into the soil: i tests performed by the ncensed laboratory shall be submitted Soil and '.~·. I paid for by the Contractor for agricultural suitability and appro by the Landscape Architect once rough grading has b completed, and prior to Installing any plant material. ved een : ' CITY INSPECTOR. SHALL APPROVE: H 1. SOIL TE.STING A'GENCY " 2. SOIL TEST RECOMENDATIONS PRIOR TO DEL It --------•---~-0-F_S_O_IL_~_M_· E-~-D_M_E_N_T_.S._T_O __ ,_S-IT_E_._· ___ ,_,,, IVERY of the mixed soil will be taken by the engineer and submitted to the soil laboratory for comparison to a control mix. Cost of the above testing by the soils laboratory shall be borne by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the Intent of the project that certain areas of the existing plant materials shall be retained. Prior lo the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which are to remain In the project shall be lagged and identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees that are to remain In the project. Damage to a plant which results in death or permanent disflguration shall result in the complete removal of the plant, Including roots, Imm the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Archilect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Landscape Architect shall be the sole Judge of the condition of the plant. D. All existing trees that are to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired al his expense by personnel approved by the Landscape Architect. E. The Contractor shall Insure that no foreign material and/or liquid, such as paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace II with acceptable soil at no expense to the Owner. F. Excavation adjacent to e,.isting trees and shrubs: Where ii Is necessary to excavate In close proximity to existing trees and shrubs, all possible caution shall be exercised to avoid Injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2· and larger In diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Paint cut roots within 24 hours of Initial damage with approved pruning paint. When this Is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 • PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be In prime condition when installed and accepted. All commercially processed and/or packaged materials shall be delivered to the site in the original unopened containers bearing the manulacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER A. B. C. Shall be a wood residual product derived from shavings of redwood, white fir and/or red fir, or cedar shavings. Amendment shall upon analysis contain at least 1.0% nitrogen (on a dry weight basis) with an ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with a sample of the proposed amendment accompanied by a laboratory analysis from an approved laboratory illustrating degree of compliance. Guarantee " wt/cu/yd. ~ 460# -720#. Ammonic nitrogen = 1.0%. PH (less than 6.8). Salinity (total soluble salts a 3.0 MMHO). Density = 20# cu.ft. Properties = (gradation sieve size) • No. 6 • 95% minimum passing; No. 8 -80% minimum passing; No. 35 -30% minimum passing. Wetability -to be In compliance with standards as per American Society of Agronomy Agricultural Grade Gypsum -Shall be a (Ca SO4 -H20) calcium sulfate product -94.3%. 90% shall pass a 50 mesh screen. Chemical reaction will remove Sodium attached to soil particles. Gypsum also loosens heavy clay soils through electro-chemical action. Control of dust during application Is mandatory. Shall be U.S. Gypsum, Dolmar, Sof'N'Soil, or Bandin!, if not available, shall be equal lo. . . ' -. . .-~. '. Sulphur (Soil) • Shall be elemental sulphur (99.5%) commercially prepared so that 46.9% passes a 50 mesh screen. Shall be Wil-Gro, Union Chemicals or Baker Industries, ii not available, shall be equal to. D. Iron Sulfate • Iron shall be expressed as metallic -derived from sulfate • deep green (Fe SO4 H20) . A minimum analysis of 20.0% and 98.3% retained on a 1 0 mesh screen. E. F. Shall be Wilson & Geo. Meyer, Wil-Gro, or Bandini. If not available, shall be equal to. Pre-plant or starter fertilizer shall be a commercial grade llowable fertilizer with -1 % nitrogen, 10% phosphorous penlioxide and 10% potassium sulfate. No Potassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphate and Cottonseed Meal. Potash from sullate of Potash and Cottonseed Meal. Screen analysis: % retained on stacked screen • approximately 8 • mesh 24.2%; 20 -mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen Phosphoric acid Potash 1.0% min. 10.0% min. 10.0% min. Shall be Wil-Gro, Bandini or Kellogg. If not available, shall be equal to. Post Plant Fertmzer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and Inorganic granular fertilizers, free• flowing, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8.75% Water Soluble 1.25% Water Insoluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.0% -' - Organic Nitrogen IS derived from Urea and Cottonseed Meal. Phosphate from Superphosphate and Cottonseed Meal. Potash from Sulfate of Potash and Cottonseed Meal. No Potassium Chlortde Is to be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulphate and mixed Sulfides. Zinc and Manganese are expressed as metallic and In their elemental form . Screen analysis; (% retained) • approximately: 4 mesh = 1.3%; 8 mesh= 24.2%; 20 mesh= 74.0%; and 48 mesh 0.05%. Shall be Wil-Gro Fairway, Bandini, or Kellogg. If not available, shall be eoual to. G. Planting tablets shall be lightly compressed chip type commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric acid Potash 20.0% min. 10.0% min. 5.0% min. Shall be Agriform or Gro-Power. If not available, shall be equal to. ••H. Queen Palms to receive palms and tropical humus fertilizer by Gro- Power. 2.03 CAPILLARY PLANTING SOIL FOR PLANTERS A. Exterior capillary planter soil shall contain a mixture of long fiber sphagnum peat moss, ground fir bark, composted redwood, sand, and wetting agent and a professional nutrient formula. Soil shall be of the following physical properties: Density WVCu. Ft. Dry Basis Total Porosity Dry Basis by Volume Air Space at Field Capacity by Volume (6" Container) Available Water at Field Capacity (6" Container) pH Eco 22.2 Lbs. 81.2% 20.2% 35.0% 6.0 3.5 2.04 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of application Is for bidding purposes only. Soil test may reduce or increase total soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Soil Amendment Stock Piled site soil Gypsum Sulphur (soil) Iron Sulfate Pre-Plant (1-10-10) 1/2 c.y. 1/2 c.y. 5 lbs. per/cu/yd. of mix 1 lbs. per/cu/yd. of mix 1 lbs. per/cu/yd. of mix 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Planter Backflll). 2.05 EARTH MOUNDS A. H. I. J. K. ,L M. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether In place or not, shall be marked as rejected and be immediately removed Imm the site of the work and replaced with acceptable plant" materials. The plant materials shall meet all applicable inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substitution ol plant species, variety, or reduced size for those listed on the accompanying drawings, except with the express written consent of the Landscape Architect. Right to Changes: The Landscape Landscape Architect reserves the right lo change the species, variety and/or sl:i:es of plant material to be furnished, provided that the cost of such plant changes does not exceed the cost of plants ln the original bid. The Contractor shall be notified and confirmed in writing prior to sixty (60) days before the planting operation has commenced. Changes in the size and/or variety ol any plant to be furnished which involves a reduction or addition in cost shall be adjusted In the contract cost. Root Condition: Tho Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and If found defective, to reject the plants represented by the defective sample. Protection: All plants at all limes shall be handled and stored so that they are adequately protected from drying out, from wind burn, and from all other injury. All plants determined by the Owner's representative lo be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of any plant materials. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for Inspection approval at the site a minimum of fitteen days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporated into the work. Specimim Tree Selection: 1. One sample each of each tree variety and si:ze, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to Installation. 2. The Contractor shall Immediately remove any trees not approved. 3. The Contractor el his option and al his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged al the nursery and/or at ils place of growth. All soils tor earth mounds shall be as approved by the Landscape . Architect. Samples shall be submitted before site delivery. Landscape Architect shall approve all grading prior to linal placement of any plant materials. 2.07 GROUNDCOVER 2.06 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified A. Groundcover plants shall be healthy, vigorous rooted cuttings grown In nats. shall conform with the approved names given In ·a checklist of Woody 2.08 PLANTER MULCH Ornamental Plants of California," published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant material on · A. drawings. Planler mulch shall be shredded fir tree bark Shall range in size from 1/2-inch to 314-lnch. tjU0.wltf ~-roa-r, I~~ ~.A,l,.., RI,(~ 1?> f:IUI.-K. Pel.-[~ -ro -611'6 . B. 2.09 Labeling: Each group of plant materials delivered on site shall be clearly labeled as to species and variety. However, final determination of plant species and variety will be made by the Landscape Architect and whose A. decision will be final. All patented plants (cullivar) required by the plant STAKING MATERIAL C. D. E. F. G. list shall be delivered with a proper plant patent attached. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases. insects, Insect eggs, and/or exceed the measurements specified. Container Stock: Shall have grown in containers for at least six months, but not over two years. No container planls that have cracked or broken balls ol earth when taken lrom the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. Pruning: Al no time shall the plant materials be pruned, trimmed or topped prior to delivery, and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Tree guy wires shall be or pliable, zinc-coated steel minimum gauge No. 12 and anchor to approprlale dead man. Wire loops at branches shall be covered by 2-ply reinforced rubber 1/4" In diameter. Guy wires shall be flagged with 1/8-lnch diameter x 4"-0" length surgical tubing. 2.10 ROOT BARRIER A. Root barrier shall be a mulll•year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextlle labrtc which will Inhibit plant root encroachment. Active Ingredient: P • Toluidine) Inert Ingredients Trilluralln (a,a,a • Trifluro-2,6-Dinitro • N,N • Dlpropyl - 17.1% 82.9% Landscape Architect. 2.11 Shall be Bio•Barrier -No Known Equal. PRE-EMERGENT HERBICIDE Inspection of Plant Materials: Required by City, County or State A. Pre-Emergent herbicide shall be as determined by the Contracfor. authorities, shall be a responsibility or the Contractor, and when necessary he shall have secured permits or certificates prtor to delivery of 2.12 WEED CONTACT HERBICIDE plants at site. On-Site Inspection ol Plant Materials: Plants shall be subject to inspection and approval or rejection at the project site at any time before or during progress of wori<. tor size, variety, condition, latent defects and Injuries. Rejected plants shall be removed from the project site Immediately. - A. Weed contact herbicide shall be as determined by the Contractor. 2.13 LAWN • . d A. All lawn areas shall be sodded with Marathon Iii owart Fescue blen • --·• TESHIMADESIGN GROUP APPR0\7ED FOR PLAKTING "AS BUILT"' LANDSCAPE ARCHITECTURE AND IRRIGATIOK ONLY, LAND PLANNING • INCLUDING 'PRECISE TITLE DAT[ 9903 Ouoln••~p•rk Ave., Suite C San Diego, Ca 9213 I LOCATION OF PL.A.NTING R::vJL'•'ED BY• . Telephone: (619) 693-8824 Fu.: (619) 693-1182 AREAS. -·• l•,'.;~[CT0P. DAT( ' I ~1 I l~TSl • CIT)' OF CARLSBAD r I --PLAN'/JNG DEPAf;;THENT I ' i..,...,.i~ '1' ,~~ FV1,lc;. l"t'P.-' I I ' I POlijSETTIA SHCRE:> ' ----. CARLSBAD '.e,~,:;~ ~-I CALIFORNIA APPROVED ;:t;,:;, ~t/ ;?/z / r&:-ASSISTANT P(ANFl!NG ll!R(ClOR DWN BY; -DATI: INlnAL -PROJECT NO. DRAV.,NC NO. O'-TI: INlllAl DATI: INITIAL CHKO BY: c::r. · ·0,4 -df1 ~i!7"4-~~ !:NCIN(t:11 or WOAA REVISION DESCRIPTION ornc, .. PPROV .. l OTY ..,..,~OVIJ. RV\.'0 BY• C.M.W.O. 91,-516 ; I 3.01 INSPECTION A. Examine proposed planting areas and conditions of Installation. Do not start planting work until unsatisfactory conditions are corrected. 3.02 PREPARATION A. B. General: The areas to receive trees, shrubs, groundcover and hydroseed plantings and their respective requirements for Imported topsoil, fertilizing , soil conditioning, and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surface and for handling and placing all required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results can be obtained. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, an~ clea~ed from the site. The ground surface shall be cleared of all matenal which has accumulated during construction and all material which might hinder . proper grading, tillage, planting and subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obstruction Below Ground: All subsurface rocks over 2" in diameter and other underground obstructions shall be removed to the depth necessary to permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and cappef' or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines Is shown on the plans or has been made known to the Contractor, all damage to these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D. Deep Ripping: All areas (Including slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) inches in all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. B. c. D. E. F. G. Rate of application Is for bidding purposes only. Soil test may reduce or increase total soil amendment yardage. Adjustments (plus or minus) may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. After the areas have been deep ripped, the following rates of soil amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of six Inches by rototilling a minimum of two alternating passes. Amendment must be intimately blended with soil. Soil amendment: 6 cubic yards per 1,000 sq. It. to a depth of a•. Gypsum: 120 lbs. per 1,000 sq. It. 10 lbs. per 1,000 sq. ft. 10 lbs. per 1,000 sq. ft. Soil Sulphur: Iron Sulfate: Fenilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand square feet and scarified into the lop two Inches of finish grade. Fertilizer shall be applied after leaching operation. The thoroughness and completeness of the rototllling and Incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2:1 and sleeper or as per the drawings omit soil conditioner application and tilling. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified agronimic laboratory. The following process for deep water leaching Is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. 2. 3. After the tilling operation, the area shall be deep water leached three (3) times over a five (5) day period. Apply 1/2" water at each application. Wait one (1) day between applications. One day after final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.G.). Landscape Architect and Contractor shall take several soil samples and deliver the samples to a laboratory for testing of soluble salts. E.C. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 II soil test reading for a particular area tested Is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 Care shall be taken that the rate of application of water does not cause erosion or sloughing of soils. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with amended soil and brought to finish grade. Apply Naiad Wetting Agent, Sravon or equal 4 oz. per 1,000 s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLAtqTER BACKFILL A. Backfill for exterior planters: Shall be as specified In Section 2.04. Prior 10 backfiling planter, Contractor shall install •Monolink Irrigation System· per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil plan. B. c. D. E. Finish grades shall be measured after the grou.nd has been water~d-~n and mechanically compacted and settled. The Imai grade shall be within plus or minus 0.1 loot of the spot elevations and grade lines indicated on the Civil drawing. Ease top and toe of all existing slopes. All undulations and irregulartlies in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before pl,inting operations are initiated. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, Irrigation lines, and other underground utilities during his grading and conditioning operations. F. G. H. I. J. Final finish grades shall insure positive drainage of the site with all surface drainage away from buildings, walls, over mow curbs, and toward roadways, drains and catch basins. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. All rock and debris shall be removed from planting areas and then from the site in accordance with the following criteria, 1• dia. in lawn areas, 2" dia. In shrub area, 2" dia. In hydroseed areas. Finish grade shall be 2· below finish paving surface In shrub areas. 3.06 PLANTING INSTALLATION A. 0. E. F. transplanting. The flats soil shall contain sufficient moisture so that ii will not fall apart when lifting the plants. Plants shall be protected at all times to prevent drying of the root ball. Groundcovers shall be planted In staggered, random rows and evenly spaced unless otherwise noted and al Intervals called out In the drawings. The size of planting excavation for g roundcover shall be at least twice the depth of the root ball. Each plant shall be planted In a manner that will ensure minimum disturbance of the root system, but In no case shall this depth be less than two nodes. Each groundcover plant shall be planted with one 5 gram planting tablet Incorporated Into the root zone. Planting area shall be hand-smoothed after planting to provide an even and smoc:>I~ final finished grade. To avoid drying out groundcover, planls must be Irngated after planting. This may be done manually or by using the Installed irrigation system. Repeated applications may be required, especially on a sloping site. This Initial irrigation shall continue until a zone at least twice the depth of each hole is thoroughly moistened. Timing: Actual planting shall be performed during those peric:>ds when weather and soil conditions are suitable and In accordance with locally acceptable practice. 3.09 POST FERTILIZATION B. C. 0. E. Layout of Trees: All trees (24" box size and larger) shall be. placed. in the landscape per the direction of the Landscape Architect pnor to installation of Irrigation system. The trees shall then be moved so that planting holes can be excavated and am~.nded .. The trees shall t~en .be installed in their respective hoes and pos1t1oned m the holes per direction of the Landscape Architect. A. B. Layout Planting: Locations shall be approved by the . Land_sc'.1pe Architect. All container plants shall be set by the Contractor in lheir Imai location in their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference c. with existing underground utility lines. Backfill for Trees and Shrubs: Shall be as specified in section 2.03. H artificial drainage is requested, then drains shall be Installed first, then backfilled with soil. D. Trees -Post fertilization shall occur at 100 day intervals after planting. Bore holes around dripline (various depths) and apply fertilizer at the rate of 1 lb. per 1" caliper In holes. FeniHzer shall be Wil•Gro14•7•3, Fairway, Bandini, or Kellogg. If not available, shall be equal lo. . Shrubs -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg. II not available, shall be equal lo. Groundcover and lawn areas -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 7 lbs/1,000 s.f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandin!, or Kellogg. II not available, shall be equal to. All planted areas shall receive Sarvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.f. 45 days after the start of the maintenance period. Disposal of Excess Soil and Debris: All excess excavated subsoil, rocks and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the sile as directed by and at the option of the Landscape Architect. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD 3.07 PLANTING TREES, SHRUBS AND VINES A B. C. D. E. F. G. H. I. K. L. M. Soil moisture level prior to planting shall be no less than hortlculturally acceptable. The Contractor shall request approv:il of moistu~, and. if found to be Insufficient for planting, the planting pits shall be filled with waler and allowed to drain before starting any planting operations. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all cases large enough to permit handling and planting without injury or breakage of root balls or roots. Excavation shall include the stripping and stacking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re-use for the filling of holes, pits and beds. Plants shall be removed from containers in such a manner that the ball of earth surrounding the roots Is not broken, and they shall be planted and watered Immediately after the removal from the containers. The plants shall be planted at approved locations with the hereto.fore specified amendments and soil planting backfill. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacled to a depth so that when a plant Is placed in the hole, its root crown is slightly above the established final i:irade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. Planting tablets shall be placed in each planting hole at the following rates and per the manufacturer's recommendations.; 1 -5 gram tablet per Individual liner and flat size plant. 1 -21 gram tablet per gallon container. 3 -21 gram tablets per 5 gallon container. 4 -21 gram tablet per t 5 gallon container. 1 -21 gram tablet per each 4 inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. No plant will be accepted ii the rootball Is broken or cracked, either before, during, or after the process of installation. Alf plants shall be thoroughly watered to the full depth of each planting hole Immediately after planting. Guying: All trees and other plants Indicated on the plans shall be guyed as detailed. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. Pruning after planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may Include thinning, topping, and/or cutting and ~hall ?e ~nder the direction of the Landscape Architect. Cuts over 3/4•mch m diameter shall be painted with an approved tree sealant. N. All trees 24" box and larger shall be spotted. 3.08 PLANTING GROUNDCOVER B. C. Groundcovers shall be planted in the areas Indicated on the plans and shall be free of surface rock over 2• in diameter and debris. If the top four (4) Inches of soil In the area to be planted In groundcover Is not sufficiently moist (horticulturally acceptable standards), the area shall be thoroughly Irrigated and no less than twelve hours shall pass belore planting. Groundcover plants shall be grown In flats. Variety lndi_cated on Iha plan.I list. Flat grown plants (rooted cuttings) shall remain m those flats until ~L-~n 1ltl~ 1-A~ ~ f,,111.11.Ctt IIJ AL-1-t-JOt.1-~ ~11',k;& ffBS 1.-E:95 ::!ii t2(' 1fWl ?,:t A. B. C •. D. E. F. G. H. General: Maintenance operations shall begin Immediately after each plant is planted and shall be kept in a he?llhy, growing condition by watering, fertilizing, pruning, spraying, weeding and all other necessary operations of maintenance. All areas shall be kept free of weeds and noxious -grasses and clean and free of rocks, clods~ and debris. All paving and walks shall be kept clear, clean and washed down. Establishment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the date that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety (90) calendar days. The establishment period may be extended or shortened al the discretion of the Landscape Architect. Maintenance Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowing, reseeding, rolling, resodding, trimming, edging, fertilizing, restaklng, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, grass and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, all plants that are dead or severely distressed shall be replaced immediately. All seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. Extended Maintenance: When, in the opinion of the Landscape Architect, there is improper maintenance, poor or unhealthy condi~lon of plant materials, the Contractor shall be responsible for addIUonal maintenance of the work at no additional cost lo the contract until all the work is acceptable. Protection: The Contractor shall be responsible for providing adequate protection of all planting areas against traffi? or other use by er_ectln.g fencing or other acceptable means immediately after the planting Is completed. Warning signs and barricades shall be placed In various high-traffic areas. Damaged areas shall be repaired immediately by the Contractor. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debrts and weeds. Groundcover and shrub areas shall be cultivated at Intervals of not more than fourteen (14) days minimum. Replacement: During the maintenance period, plants which die or which are In an unhealthy or badly impaired condition shall be replaced by the Contractor within fourteen (14) days after unsatisfactory condition Is evident. No replacement of plantings shall be made in any season definitely unfavorable for planting. Al the conclusion of the maintenance period, the Landscape Architect will make an Inspection of the work to d11termlne the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the same kinds and sizes as originally specified. Such replacement shall be made in the same manner as specified for the original planting and at no extra cost lo the Owner. Acceptance: Al the conclusion of the mainte~ance period, a~ Inspection shall be made by the Landscape Architect: upon wntten notice requesting Inspection before acceptance. Maintenance period shall continue untll all deficiencies are corrected. ••• TESHIMADESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 l3usine,spark Ave., Suite C San Diego, Ca 92131 Telephone: (619) 693-8824 Fax: (619) 693-1182 II.II u.1 E3-l.l SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS REQUIREMENTS SI.Or£ Pu\NTING SLOPE PL\NTJNG STANDARDS SlOl)d ltQUiring <m<ion control mruuia .. ,pecified hettin shall be treated with ono or mott of tht following planting .tandan:h: a. S...,dml 11 -COVER CROP/11JTE MESH Covtr Cl'O!> shalt be • ....ct mix lypially mado up o( quid< g,nninaling and r..t """'ring ~ clown, and/or wild flow.n. Submit tht specinc Sttd mil( for City"""""'"' prior to application. The cover crop shall be awlled al• ral, and rnann,t ,uffici<n! to pn,vido 90% ,,,..,,.,g,, within thirty (30) days. 1')lp, o( jut• most, ,hall be .. alll)l'OWd by tht City and sW<ed to the slopo as m:x,mm,nd,d by the manufactuttr. ' Jut, mah shall bt rtQUirtd whm planting oceur, betw.m August 15 and April 15. During the remaindtr o( the.,....., the cover Cl'O!> and'or Jute mah may be~. b. Sl>r,dml #2 -GROUND COVER Ont hundred (100%) p,rttnt o( !ht area shall be planted with• ground · """'r known to'-"""'"""' roil binding dliU,,cteristics (planted from a minimum size ol llatted matffiat and ,p:,ttd lo provid, full OOY<rag, within one year). c.. Slandard 13 • LOW SHRIJBS Low spreading woody ;hmm (planted from a minimum of21/, inch liners) shall """"r a minimum o( sev,:nty (7096) percent of !ht slopo fact (at matur, site). d. Slandml 14 -TREES ANO/OR LARGE SHRIJBS 'lme! and/or ta,ge shrubs shall bt (planted from a minimum o( I gallon c;ont.,iners) at a minimum r.,t, of oot 0) plant per two hundred (200) 5qU,10tt r .. t E.3-1.2 AREAS OF APPLICATION (Pl,\NTING) E.3-1.2.1 SLJJPES -. 6:1 orstecp,r and: a. 3 r .. 1 '1r J.s, In "ffllcal height and are adjaanl io publi<: walh or slruts ltQU!tt al minimum Standard #l (cover crop and jut.d), b. 4 r..i lo 8 root In wrllcal hdght ttquitt Standards #I, #2 and 113. c.. In ucqs or 8 (eet In mtkal htlght n,quin, Standards fl, #2, 113 and #4. E.3-1.2-2 SPECIAL CONOmONS . E.3.J.2.2.1 ~ graded natter than 6:1 ttQUire Standard #I (C<Mr crop) 'Wien they~ one or more of the foll<r,yjng <mditions: a. Sheet graded pad, not och<dul<d for improvomenls wilhin 6 month, o( completion of rough gradinll, . b. A pot,nli.t ,,..,..,., problem as det,rmined by the City. c.. Identified by tht City .. highly visible illUS to the public or t,.,., special condition, that wamnt lrnm.diate lr,;itrn,nt APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. __ _ REVIEWED B'l't BUILT' EXP, ___ _ DATE • INSPECTOR DATE: l----------+--+------+----+-----+-----t--------1 ~ CITY OF CARLSBAD !~ETSI Pl.ANNING OEPARTMENT ~ l----+---1---------1r---+----t---r--t DATE INlnAL DATE INITIAL DATE INl11AL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL . ,~ r -a l°t'P- P 01 NS ETTIA SHORES CARLSBAD ·MBA .f:>-,l . CALIFORNIA APPROVEO OWN BY:,_ __ CHKD BY: -~-- RVw'D BY• ( PROJECT NO. DRAWING NO. C.11, 14-~8 9154-·~I.-- C.M.W.D. 04,-S'/6 . . )( ..: :Ill • 0 ~1/S.. • Q I -"' • .. ~ )( ..: :I ~lCjr. ~.4-'f' ...--J" O.OW'W OH~ r OIO'Mi ClN 'tlN.J. T.'tl, \1-IUIOI t'.;• •.• •• • • ..... ~ .•... . ..u"'f"1lOX. ll ~-• 1/~~-".:., ·-··· • V~ONf.L.&VAnONp~ ." + .. :._\,,., .. ' • • • • • • • • •• :~•.\:'■_ ~;:.;. /: . .. . . . -: ~-. . .. . . .. . . . .. ., .,. . . .•.:t -~-....... , ....... ,i •• :,--.t,•, 1<CT11: co,«:iu,ni f<lQT1MJ .. ~ • r .snu1~ 11<,i,.~ . • . . -• 1 BLOCK(NOISE BARRIER) WALL ELEVATION r r.q" O.C. SP-'CIHO rn . : -. .'· . .. : .. ' .... -.. Pll>.S TEA r . t .. l"llllif TlJN AMA __ r Wi4 SHAV• AAl!A ,,1.,SH GAAOI I, . b \.. ' C: ~ I · .. r /:a-. .. . • . . . .. -.. . . .. . . . .,,, . !!1:.:: I I I fl• 1•~1~1i··-~· ~ • • I I•• • ·~ .. j • • Ullii; ,1 -I I :, ';, : I I GI, JUI I . 1 I 1' 1 • IIIW ~,., , I,. . ~' ... ... '~---.. •·~ .• I ·a, I'~ • -: ! •. " ' t,1 q" . "· • • I : I') ... ,-,ore: • R~FER TO DETAIL 1. STEEL TUBE;eNCETOBE'-'1'<.S'-0-IIT. TO BE PAJNTi:O W/ I CO>. T l'RIM;;il J. i CCA TS FUT wt<ITE EN,ll,IEL :t. >,To<O:I.. ..,,__ . GATE@ S'-<, r.,1N. HT. TO BE SRF CLOSING l SELF lATCHINO. WI HYCRA!Jt.lC Ct.OSURE & STO. LOO< llOX. 3. POSTS TO BET SQ. TUBING@ 11'-a'OC. rYP . •. AU. vERTIC..L ro BE Ill" sa. TIJBlNG O •• o.c. nP. 5. TOP AAIL TO BE 1·x TSO. TU8JN<J, BOTTOM R.,I.IL TO BE 1·x T SQ. T\JBl,, . ~ . . . . ., .. ;1, - . . . . ... . . .. . . 4 STEEL-.TUBE FENCE W/ PILASTER (view) 1--H.:..0.!.T...:T=o-=s;=c;..A..,...:..lE.;=.-=-=--=--=:.:...:c...:::.=__:..:....: __ ~_..;:;_ ___ ...,.a.._ . • --I C. ~ )( -c :ii • ., NO~ :U•'IGIOTl f "--..A.Sn.!A flNt.:S H S IIOvt...O D ti! AJ"l-UI! O lO nl.AT11Ui. ~ )tVICt..lAJ...1L.Uh-Lr fi'O,r,.;t 1,,10DLJUI 11or OL:1°""1.ul.J!. ~~oo-.. ON ■now,.. Co.ti'r l'RIOR TO r\..-\:J.TfH ,~1:u·t.. Tl,. • ' - .. X ,. XI•'" i.tU)r,,t.P n·oN!. W"'----1., ..,, woorn h..A>TU. r11<u,~. ~-c, -.1~1\.CAI . 111" X ; • ;i; l •. ----'--i'-. . I' X l" l( lo'~ . , ' •. .-.• .·:.~,--·· . .. -~-. . I 1• ~ • • : UZ fU::.1...0 COr,H.l(I"tON.S DICT _.., T\!', JU~D ~J.. -.'UI 1L.t:. k..iCI ff TO ,',.0,0 Qlt ~ll()'flll .. U-AS,~ Aj rr DcJ::....l,.Lj NI-Cts:s ...... '(. •, .. . . . ' . . . . -' COUl JOI H th IUt(\i,,,, ~ ru_.ASlt.J .. U_,.lli IJl' ••Allio r.;t\'.~V W1;1J,t .$11,../CON JOl,l,4 r Sl ALAN r .. · -.. COl_lJ,-l/'-ll ro UC. 1.-0C" 'I\; 0.,.. l Tl l.d IJc..C.L'tNlr,Q ~0 l:J',jQlt,,1(:j 011' (l.lW,\I~ .... T ~1~-r (."'O~ A.NL) A ( U'<O Oi' W"'-.U, 2 SOLID BLOCK ELEVATION l<OTT<J lUUI +---l'r X 4•): ·,t• ll...U).,.O"J;TO,-.il; c..;.I p· x 1· r. ,; • s,.u,11' no..-.: I"' ,X ,. X h' ll..UMJ' ITON'l, _,....,..,----~ 10 U AA fU.l. O< 0 ..,,.. · Pl.AN YIE\Y liorro $GAU 5 DOQ.B $LATS-2":,;6' --~- -CD _, . .. .,,..,.----,-I 4• X <i. X t-t· 11..Ut,,iT flOt,J:, CA, u· X lT X 11· ,1.1. .. U'""'r .n-o'"'t i • X 4, • X 16" PU..511;.,ct r=lNl s:11-...., !.Ill: ~ r"-........_r'":-1 ...._ S.CUfO A 'r f'lNHJI C"--A..O"-. ,_ 100 W/•Yl 11 COVRSLl ,;u..Jc.-.i_ µ,NO 1,.;...L~'-r-~ tlA00'"-4 Qi-,j 811101,o(N COAT i""iOA ?a ,.L~:iri.~ f"INl.$.{i TYi' . S-IIORilO NT A.I,. TO O A YU C l IT f"'l\01-4 IJOl"TOM OF K)O'ru--,c lO ll ~ .h lAJ..r<T A.J..r-<ED ADI AC£ tr TO AU.. si..o,•i. .S'1\JA TIOH.S. . . . . ' . . . . .. ,-l+-'-·-2•x4• CROSS SUPPORT , ILOCf( WALL-_.....,_ -. -"' OLT ii LATCH SLATS-l"xtl" (; 0 N C R f T f WA L K ---1.::.:..ci;,c.:·:.·...a· ._· .:.-_=..-:· '-•:.-"".....:·-:::·:.·.:.:---..!~::.· .:..· .:.· •:::.1~ ' WOOD GATE AT NOISE BARRIER - N.T.S. DAT( INITIAL ENGINEER OF WORK r CRO w N ---------.... / MORT A.R FlLllO CROW'N _ 4-:---? _,,,-10· X •· X to· SLUMY STONE CN' BERM HT.'VARIES TO CONFORM W/ SOUND WALL HT. REO • l-,OTE: CONCRlc"H. fOOTlNG Ml.J REUS FO RCE;.IENT BY STRUCfUAL ENGINEER. 3 ., :'r-.'--a· X 2" X 16" SLUM.PSTONE -,-.--o· X ,;· X 16· SLUMP STONE ,-•.. ,__ __ SM00'11l r1J..ASfE.R. flNISll 'wlllTE MEAL>.x· ,-...--SLUMP STONI: 511ALL. 81: ST.-\GGEJ\.£0 A.PPP.OX.. 11':\ • l.l~ TYP. 6" X 6-X 10· SLUMP STOHE (BOND SEAM TYP.) ·SOU:.EO Pll..ASrE.R. AT f!NISII GR.ADE. -~lit ff & 2 I y 110Rl7Dr-lTAL TO DAYLJGIIT FRO~I BOTTOM OF FOOnNG TO BE 1,t,\ !NT AlNt D ADJ A CENT TO All. SLOl'E SlTVA TIONS • BROOM ON BROWN CO>.T. PA/QA TO PLASTEA FINISH. SOLID BLOCK SECTION(NOISE BARRIER) HOT TO SCALE . 0 I ., ----· 2°:,; 6° CAJ> --+--·-· ;;.";,1. 4° SANOWICHEO TRIM _...,.._ ---4"x .,_. POST 1"• 4• FENCING SLAT· h-"---CEOAR ~1---------2•, 4• SANOWICHEO TRIM 6 INTERIOR FENCING SCALE 3/4"= 1'-o• • APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, I INCLUDING PRECISE P.E. EXP. DATE I LOCATION OF PLANTING I REVJEw'ED BY• I AREAS. ' . I INSPECTOR DATE I ~ Ct~~{ OF CARLSBAD : SHEETS7 I ":.ANNING DEPARTMENT ! ,.z.z. : I ~-'i~ta-J f'(.MS Fl?f'-'. ' ' ' ' ' FblN3ETT1/\ ~ttCRES I i l ' Ar<BA &-1 CM4.&~ -,;4.,1~v,. i I ·-·-·-I APPRO~ _., £ (J {/_ _ ?i~/4-r... I : A I I ASSIST AJ'1'F "lP/'1'..f"-'3 DlflE'CTOR/ I "D-,,.\ TE ! '. ; I .. ! '.ll'IN BY: -~~·11 I l DRXr\-1 NG NO. ! '),t ··-:: PROJECT NO. DA1E INl'T:AL p-,n;AL CHKD BY: REV'SION DESCRIPTION OTHER APPRDV.4L CJTY A?~~OV,\L RVVD BY• - a = Ii lj .JL.:.:i'j