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HomeMy WebLinkAboutDWG 332-4L; CT 92-06; CANYON PACIFIC; 01-05-f IRRIGATION SYSTEM SPECIFICATIONS 1. THE AUTOMATIC IRRIGATION SYSTEM AT CANYON PACIFIC IS EXISTING THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINOUS SERVICE TO ALL EXISTING PLANTING AREAS DURING CONSTRUCTION. THE WORK SHALL INCLUDE CAPPING OFF ALL LATERALS AND REROUTING ALL MAINLINES (WHICH MAY BE AFFECTED BY THE NEW CONSTRUCTION). 2 THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THE IRRIGATION SYSTEM TO THE ACCOMODATE THE NEW PLANTING AREAS. FULL CHEAP TO HEAD) COVERAGE SHALL BE PROVIDED. THE CONTRACTOR SHALL SELECT THE APPROPRIATE SPRINKLER HEAD AND BEST DEGREE OF ARC TO BE USED TO FIT THE SITE CONDITIONS. HEADS WITH MATCHED PRECIPITATION RATES SHALL BE USED WITHIN EACH CONTROL VALVE CIRCUIT. REFERENCE THE LISTS INDICATED BELCM/ FOR ACCEPTABLE PRODUCTS TO BE USED. IRRIGATION PIPING AND REMOTE CONTROL VALVE SIZING. 3. ALL SPRINKLER HEADS SHALL BE ADJUSTED FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAV ONTO WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. 4. use TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. USE TEFLON TAPE ONLY ON METAL CONNECTIONS. 5. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 3 INCHES ABOVE FINISHED GRADE (TO ALLCM/ FOR BARK MULCH). 6. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THAT TliE TOP Of THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB. 7. All SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO ANISH GRADE OF THE AREA TO BE IRRIGATED. 8. ALL APPLICABLE CODES AND CONSTRUCTION STANDARDS SHALL BE MET OR EXCEEDED IN REGARD TO MATERIALS AND INSTALLATION FOR SYSTEM CONNECTIONS, BACKFLCM/ PREVENTION. PIPING, IRRIGATION HEADS, ETC. 9. USE PVC SCHEDULE 40 PIPE FOR ALL NON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS. INSTALL ALL SLEEVING FOR PRESSURE LINES, CONTROL WIRING AND ALL NON-PRESSURE LATERAL LINE PIPING UNDER PAVING PRIOR TO PAVING. 10. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-LINE ANTI-OAAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. 11. THE IRRIGATION CONTRACTOR SHALL BE RES PONS IBLE FOR NOTIFYING rue CITY OF CARLSBAD LANDSCAPE Pl ANNINO DEPARTMENT FOR INSPECTING SLEEVING AND PIPE DEPTHS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMIUAAizE HIMSELF WITH ALL EXISTING SITE CONDITIONS. HE SHALL COORDINATE HIS WORK WITH THE PAVING CONTRACTOR FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES UNDER ROADWAYS, PATIO PAVING, ETC. 12. IF nFOUlnEO, THE 1nnJGIITION CONTnl\CTOA SHALL nE nESPONSIBlE Fon THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER PAVED AREAS. (ALL PF PIPES AND CQtlTE!OL WIRES INSTALLED UNDER PAVED AREAS SHALL BE INSTALLED IN SLEEVES. $.u,_e'..vi.. l,(1J<J N-"I ..e.r ... ~'I' Fi<oM f'1rlN4"~ ~ IRRIGATION EQUIPMENT THE FOLLOWING EQUIPMENT IS EXISTING THE NEW EQUIPMENT TO BE USED SHALL MATCH THE EXISTING. MANUFACTURERS PRODUCT QESC, REDUCED PRES SURI! BACKFLOW PREVENTER: RAINBIRD RPASERIES 0 D .I DEVElOPMENT PRl!SSURI Rl!GULATOR: WILKINS IRRIGATION CONTROLLERS (2) IRRITROL 30 STATION 'A' LOCATED AT CORNER BUILDING 'C' 'B' LOCATED AT CORNEA BUILDING 'B' REMOTI! CONTROL VALVES: RIIINBIRD EFA-CP 1",1 -/4", 1 ·1/2", 2"SIZE POP-UP SPRAY Hl!ADS RAINBIRD NOZZLES STREAM SPRAY: . RAINBIRD PIPING MATERIALS: (SMALL ARl!AS): 1804-SAM /TURF AREAS) 1806-SAM (SHRUB BEDS) &SERIES 10SERIES 12SEAIES 15 SERIES 5 SERIES PVC SCH.40 PRESSURE LINES (1-1/4" SIZE) NON-PRESSURE LINES PVC 1220 CLASS 200 (SEE SCHEDULE FOR SIZING) ATTING AND CONNECTIONS PVC SCHEDULE 40 QUICK COUPLING VALVl!S· 3/4" SIZI!: RAINBIRD l3RC BALL VALVES: NIBCO VALVE BOXES: CARSON wn.KINS LINE SIZE VALVES SHALL BE HOUSED IN APPROPRIATELY SIZED PLASTIC VALVE BOXES WITH GRAVEL BACKFILL. BOX COVERS SHALL BE FLUSH WITH GRADE. /2 VALVES MAXIMUM PER BOX) ANTI-DRAIN VALVl!S / CHECK VALVES: KING BROS. VALCON NIBCO IRRIGATION PIPE & VALVE SIZING CHART lflfllGATION PIPING REMOTE CONTROL VALVes s 1· 15 25 GPM I.ATfAAL . QASS 200 1 1/4" 26 . 35 GPM 314• 0 . 10 GPM 1 1/2" 36 . 55 GPM 1· 11 16 GPM 2" 56 -100 GPM . 1 1/4" 17 . 'Z7 GPM MAINLINE 5CHEQ! !LE 40 1" 9 . 13 GPM 1 1/4" 14 -23 GPM 1 1/2" 24 . ·32 GPM QA$$315 2" 34 -50 GPM 2 1/2" 51 . 57 GPM PIPE DEPTHS I SLEEVING DEPTHS (SEE IRRIGATION NOTE 111 FOR ADDITIONAL INFORMATION) MAINLINE 18" COVER LATERALS 12" COVER . SLEEVING NOTES: _,.,ll 1.~NDSC~f 4 . ~,.~ SLEEVING MATERIAL SHALL BE PVC SCHEDULE 40. SLEEVE SIZES FOR IRRIGATION LINES SHALL ;:_": 0;'<-'1-'0 ~ A MINIMUM OF 2TIMES THE SIZE Of THE LINE IT SERVES. ~~ )if 6> _, ,.1Nj). ~ ... !.t . "'if... i/ f '7 ,, -~· .. ~ 11' )'{ c:,'<' OF C~\..\'= -. I i I ' ... ♦ Architectural Landscapes LANDSCAPE ARCHITECTURE U'IBAN DESIGN 13881 DAVENPORT AVENUE SAN DIEGO. CA 9a129 (619) 484-1098 0FFICE (619) 538-1985 FAX l07r A~t!_~L ' 3-1~-'1.; ENGINEERING PLANCHECKER DATE LANDSCAPE PLANS TITLE SHEET/ LEGENDS PATIO CONSTRUCTION PLAN PATIO CONSTRUCTION PLAN PLANTING PLAN PLANTING PLAN I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WA TEA CONSERVA- TION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: BERNARD R. WENZIG, ASLA DATE: FEBRUARY 11, 1993 REG. LANDSCAPE ARCHITECT 12693 APPROVED FOR· PLANTING "AS AND IRRIGATION ONLY, INCLUDING PRECISE TITLE LOCATION OF PLANTING REVIE\JED BY, AREAS. INSPECTOR 1 2 3 4 5 BUIL ' I " ·-· ;_A. -··· -. ~ ·-· '.'\TE._ . I SHIEET I CITY OF CARLSBr'\.lJ I ! Sflf PLANNING DEPARHH"N r . ··-· -~ ~- "flTL.t-'?HW/ L.E0i!:.t--117'7 CAf-lYof-.1 F,AC.1 flC. l.AN(7<"'~;.\ . PLAl-l -·· /} . 11 . AP~{;:2,r/411: I/~, A ...•.......... "3-17-93 ASS NT ' LANNING l'!!RfCTOR -____ ,,. 01'.N BY: 1 ' DATE INITIAL DATE INITIAL DATE PROJECT NO INITIAL CHKO BY: I REVISION DESCRIPTION CT "12. -~ : ~!!>2-1 ENGINEER OF WORK □THER APPR□VAL CITY APPROVAL RV\JD BY, -Jl ---;, ,,, . ~· ... ,~f'"'" I l-- !'. Y2'1 R-<\t:'/Uc;z:omr,:ie_ ~II~ i'IUI..C.H -:: \°) i t-1 C, ~- ~ ____J__j\j---· -- '1.vl -o' 41 .. d 11-0'1'ff, n·r. - Ci) .. "' I \I i 1)./p -0 -,,.;1:;._.;____;~ ;.....:....~.:...· ~&:;._ __ ---,4~~---~-I -~=r.r;/ . ' l I ~=1'TT1liS1TTir-1TIT1==~~~ , CONCRETE PAVING ;2. :7 :;.'-d1 :4 7 0 0 =o \' -<:Sl - 0 0 0 0 0 0 .0 0 LAYOUT LEGEND EXISTING CONCRETE PAVING TO REMAIN SAW CUT & REMOVE EXISTING PAVING TO ACCOMMODATE NEW PLANTING AREA ~et:: '-1•NE~µ.. No'f'i;., ll'!a, ~ .. L.Ow • NEW CONCRETE PAVING·· 4" DEPTlt W/6x6, Wl .4.Wl.4 WNM OVER 2" SAND BASE·· FINISH TO MATCH EXISTING PAVING NEW CONCRETE PAVING OVER EXISTING A/CPAVING EXISTING CIJAB & GUTTER TO REMAIN SAW CUT & REMOVE EXISTING CURB & GUTTER NEW-CONCRETE CURB & GUTTER .. te ~i:>e.1AIL e>E.Lc,1-J ' REPAIR NC PAVING TO MATCH EXISTING 0 PLANTING AREA @ @ @ EXISTING AREA DRAIN --ADJUST HEIGHT TO PROVIDE POSITIVE DRAINAGE (IF REQ'O) REMOVE EXISTING WOOD HEADER ADD NEW WOOD HEADER ·· ALIGN AND CONNECT WI EXISTING ( ,;,e: ! , j;:E,::t,,11.. ,~f. f) GRADING & DRAINAGE REQUIREMENTS: , . THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FINISH GRADES FOR THE NEW PATIO AREAS. THE EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED AS MUCH AS POSSIBLE. MINOA FIELD ADJUSTMENTS MAY BE NECESSARY TO PROVIDE POSITIVE DRAINAGE . PAVING tlAN.TJNU.AREA MINIMUM SLOPE 1 % 2% MAXIMUM SLOPE 2.5% 5% GENERAL NOTES/ SPECIFICATIONS: 1. 2. 3 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION & REPORT ANY DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT. EXPANSION JOINTS SHALL BE INSTALLED AT ALL INTERFACES OF PAVING/ WALLS ETC. AND AS INDICATED ON THE PLANS. EXPANSION JOINTS SHALL BE 3/8" WIDE WITH BACKER ROD AND 1/4" CONSTRUCTION JOINT SEALANT· SEALANT SHALL MATCH PAVEMENT COLOR. ALL A/C PAVING TO BE REMOVED FOR PLANTING BEDS SHALL INCLUDE REMOVING THE BASE COURSE AND 6" OF SUBSOIL SUBSOIL SHALL BE DISPOSED OF OFFSITE AND NOI USED INPLANTING BACKFILi OPERATION. BACKFILL ALL NEW PLANTING !!EDS WITH CLASS 'A' TOPSOIL FROM A-1 SOILS OR APPROVED EQUAL BACKFILL MIX SHALL BE AMENDED PRIOR TO PLANTING PER SOILS REPORT. \ CONCRE1E PAVING w/ W/6"6, Wl .4xW1,4 WWM (Cof.JC.. ~EN«n--i 2.1:,oop,.1 t,jlt-1,) 2· SAND BASE G) 1 f.t' COMPACTED SUBGRADE 0 ® G) 0 1 /2" RADIUS CORNER CONCRETE CURB AND GUTTER NEW CONCRETE PAVING w/W/6x6, W1AxW1.4 WWM EXISTING A/C PAVING CURB AND GUTTER t,>E.fAI"' pee '?D ~l' ",,f'd. Dr~• 'i ·1 (Cc,t..JC, ~ 2.!o<>,::, f<-I HIN) ~ rfR J"INTD"~>.ll.b -,,1!,1;. "'D. Rei -.-rJ. P<,• 4 --16, v, Architectural Landscapes LANDSCAPE ARCHITECTURE UAEAN DESIGN 13B81 DAVENPORT AVENUE! $AN DIEGO, CA 92129 (619) 484-1098 OFFICE (619) 5313-1965 FAX APPROVED ENGINEERING PLANCHECKER DATE PI\TIO L d r; APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PL.ANTING AREAS. II AS BUILT'' TITLE_' _______ _ DATE REVIE\JED BY, INSPECTOR DATE I SriEET I CITY OF CARLSBAD f',HEETSJ l----1-----+----------------+---+----1----1----1 :._ ~-~P=L-'-AN~N-'-'l"--'N-=G_D"-'E=P-'-A.c.R-'-T-'-M-=E'---N-'-T--__, \__ -~ . ----------------~-.,-,··~·--~·-·"~ DATE INITIAL DA IT INlllAL DA IT INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL F'Ailo CONc:;T1<LC.r10N FLA~ CAI--IYo !), ~I i::: IC LAµ D;:CAP r; PI-Al-1 > --f---l..P ~Z-.,..Jc.~~ ___ ____j5-/l--f ,5 ,. DATE AS OWN BY: PROJECT NO. CHKD BY: __ cf "1 z. ~ 1~Rc:,;V~V~D1......£Ec.!.Y.c:• ==::J -----·------ •---•~-~---fsR1wlNG NO I ~2-4L-I " I ;:, (J "'- • I -'-' g \. I - ~ /'I ' .. i,'...-o" f.11-o' 4'-d1 4'-d 1 '-D' 41-d' o~ . ® '" lf-d' I 10-d p --' ' ~) , 'I • _Q --r-;::::::=========================;-i I ....... ,., ___ _ \I ; ' . \ \ I ,, \ \ \ \ (D-i' 11---+---l-+-+4---+-+------t--tl • Ii .I I I 7 ·--·-.-1--------------------------. ~TlNG __ ~-A~e::A -~~------ I ' &' ' , {, NEW cuiae, ON L. I per- 0.0. rz,-1 -0fd_ r;>r1 G• I I I I - ' f I , - . \ 7 l I ,y • ®@\ I /?----j1----1-~~::::._..::..-..1,_.,_. ~ \ ~--,\ I 1 \ \\.-1-4---+--+---+--+----'I\ -I . -®\ I I ® \ (/J \ ,,~---~-® t-- ? 1---~---'I--UI I ci1q;l---T~I W!>.1t----Hr::(J):;::1 --tt-ti ® ! I. • 1 l I ' r I ' ' '" .,' .,'·~:c Architectural Landscapes t.ANOSCAPE ARCHITECTURE UROAN O.SIGN 13881 DAVENPORT AVENUE SAN DIEGO, CA 92129 {619) 484 • 1098 OFFICE {619)' 5:l8-1!lll6 FAX f')-d L (if I I . .i. I 1!-IJ 1'"'11 I ' _____ ___,_.___ . \ ~ @ll ~ . I !"' 1---------11-t,...-... I ' ' .ff_ \ ., □□ =©\ ~\ ,__ ___ £)(t~T'C, ~P,.lg.:;. APPROVED ENGINEERING PLANCHECKER DATE . . 0 ';;, 10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF Pl.ANTING AREAS. PLAN . "AS BUil_T 11 DATE RE:VIE\JED BY, INSPECTOR !'ATE 1---+-.-+---------·· -------l-----1-·-----4--1-------11 sc;ET j CITY OF CARLSBAD 15111 ;;,Ts j PLANNING DEPARTMENT -:.,,, OATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION □lHER APPROVAL DA TE INITIAL CITY APPROVAL DAIC DRAWING NO. '?fa2--4L ® 5 POP·UP SPRAY HEAD ' •' ~ 1 . v\ ~-e~ jli lnri-1' I I :--filL;~_!_!_ ...!tn:TT'.:::':!::~ 4 1 -· __ =--7 ~ SHRUB PLANTING .q 0 POP•UP SPRINKLER ® WALK OR CURB ® PVC SCH. 80 NIPPLE, 4" MIN, LENGTH 0 PVC TxT 90 DEG. ELL ® LATERAL LINE PIPE AND FITTING ® MARLEX 90 DEG. STREET ELL 0 PVC SCH, 80 NIPPLE, 6" LONG ® FINISH GRADE NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. -1\(, 1" IN TURF AREAS 2 :i '-.l> -= 1(;-3" IN PLANTING eeos 0 3" BERM FOR WATERING BASIN ® PLANT TABLETS 3" BELOW FIN, GRADE ® 6\R.A~~ . G) PLANTING BACKFILL PUDDLE AND SETTLE, TO SET PLANT AT FIN, GRADE 0 UNDISTURBED SUBGRADE PLANT MATERIALS LEGEND SYMBOL BOTANICAL NAME COMMON NAM/! Sill! COMMENTS SHRUBS Dletes bicolor Fortnight Lily 1 gal. 18" o.c., lull & bushy Llgustrum texanum Texas Privet 5 gal. 24" o.c., lull & bushy Hd.e-rn ~~1x 1Ne&11@1rf",, /'b-dlepotrrr fVtJ_ -Pu'<-"'TS' ~$"6C Hemerocallis hybrid ' Starburst™ Yellow 1 gal. 18" o.c., lull & bushy Starburst™ Yellow 'Monow' 'Monow' Dayilly Trachelospermum jasminoides Star Jasmina 1 gal. 18" o.c., lull & bushy MISC. Marathon Improved Tall Fescue or approved (SoD; to match existing PLANTING NOTES: 1. 2. A 3" LAYER OF BARK MULCH SHALL BE PLACED IN ALL NEW PLANTER BEDS. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY REPORT (ASR) TO THE CITY LANDSCAPE ARCHITECT PRIOR TO INSTALLING PLANT MATERIAL THE ASA SHALL DF.TFRMINF, THE AMOUNT OF BACKFII.I. ANO SOil. PREPARATION REQUIRED FOR PLANTING. 3. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT AND CONCRETE AREAS ADJACENT TO PLANTINGS. 4. ALL LANDSCAPE AREAS SHALL BE MAINTAINED IN A HEALTHY AND THRIVING CONDITION, FREE FROM WEEDS, TRASH AND DEBRIS, ~-----LI)~• 4 ~J,JO :.;~_~·:·;.:~·;_·:ff, .. ;· 2.~1i-~-VN...'S ""'p <S -.PNlS. ~ ~ '2-Bel t;-;,.J,...Y. NNL.5 , ftlNTl=D 6Tl'.J<e ', I 4"t, GGAI.- LANDSCA•E AACHITeCTIJfle UAllAN DESIGN 13881 DAVENPORT AVENUE $AN DIEGO, CA 92129 (619) 484 • 109$ OFFICE (619) 538-1906 FAX ) l.lt,u~:fRUM "'f~><Ai-lLIM .t.t '' O.(.,. APPROVED ENGINEERING PLANCHECKER ) SITE FURNISHINGS: \ ) ALL Silt: FURNISHINGS SHALL BE AS MANUFACTURED BY SAN DIEGO PRECAST CONCRETE INC. COLOR AS SELECTED BY OWNER (STANDARD COLORS). PROVIDE LIGHT SANDBLAST FINISH FOR TABLE LEGS, BENCH LEGS AND TRASH RECEPTACLE. FINAL LOCATION FOR SITE FURNISHINGS SHALL BE APPROVED BY TI-IE OWNER PB!illl TO BE ING PF.RMANENTLY. EPOXYED IN PLACE. PICNIC TABLES: BENCHES: TRASH RECEPTACLES 3 PIECE PICNIC TABLE NB2472TB #TR20RM (10 -REQUIRED) ( 4 -REQUIRED) ( 8 -REQUIRED) PLANTING PL/\N 0 7 ID 20 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE 1.0CATION OF PLANTING AREAS_ TITLE _______ _ REVIEl.'ED BY, DATE INSPECTOR DATE DATE -----------+---+-----1-----1----1 j sH4,EET /' CITY OF CARLS BAD-j sf-fttrsJ PLANNING DEPARTMENT t; ;:==:'.....'.::::=========:::'....=:==:::; F'LAl4 T I f-.1 ~ PL.A t4 CAJtYoN-P,t,e.lf IC.. L.AJ_jD~PEa Pl-AH~ 1---+-------j--------------l-----l--__j__--l ____ ~=:'::==.=:==,?/)====~'=;=(+.=======~ t---t---t-----------------+---+-------11------!---l'APPROVE ' 1 :-::-:-=~'Jf!!4.L.it,,~~--3-r?· 1? _I, DATE .I DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING No.: I CHKD BY' ---er "1.2 ~o, ~~2-'t' '1 RV\JD BY, ,__ ______ "'° _ ___J '"' , I i \ 7' "--- I I/ Jl - fc c:>~i"oF!-jC> R!Pi-A'fi'.\__ NY f'LANiS> PAMA~GD ·A p U~N"1 C!Qf.l.-..T R.LUI N, ' 1.-----...... . ~ ,. v~~C ~l'!trr~-:c-~~,~-~ --\/ . f \/ -------(l , > \, ; \ -. / 1_1_:_~ _· 1 ' , _, ,-~ "---_,. . '-, . I ----I ~ -'~·□··.-··□··; .-.r 1 ' . . : -__ -□; ··· .. ' -. □ "r--::--. ----.,--. 1_:~~' <. . -\ .. ·· ._·.-·.· . '. / ,' ;'. . ,. ~. ·' ' . ' ,: •'•' •, ' • , ,, I• , .• "·' ' / I I ',, , ... .... ~•····"··-"'' . ' ,'I ~--------···-. [] '. ',, . ' . . -.Cr; . I ' I I - '',• .. I .. ), I -'.· . . . J .. " . ' I . ---. . •, . _, . . ,. • . ,.._/ ' /M I il¼:::i--11::LD-,~ I)~-_ _,_M M/1 12-~" O(De:i -- 10"<1.-, 1~11 0-G', ······--· -- -i I \ v Architectural Landscapes LANDSCAPE ARCHITECTURE URBAN DESIGN 13881 DAVENPORT ~VENUE SAN DIEGO, CA 92129 (619) 454 -1095 OFFICE (619) 538.1986 FAX R!ao<::"-f~D eaf:NC.H -Hl=W flCNrc._~CNPJ APPROVED ENGINEERING PLANCHECKER DATE _ ___,, .J • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. / 11 AS BU I L T 11 TITLE _____ _ DATE REVIE\.IED BY, INSPECTOR DATE I ~ CITY OF CARLSBAD· 1sf-i~t:rs] _ 1---+---+------------t---t --+---+--------f ~ Pl"ANN!NG DEPARTMENT I .. ~-'"'-I 1---+---+-------------t---t--t---t-------t FLAJ.JTI f¼ PLA}i CAWYDH-7 ftA.CI ft:, LAH-D~I=--P~~ / 1---1--__ -_ -+ +_ -_ -_ -+-+-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -+---t---_ -_ --j-t-_ -_ -_ -t--~---_ -_ -+---t---_ --I ---t -----t-='4,1_'=-f-...L..:.... ~~ =,~::-:::.,-:--·-·----'? 17_-, ~-~---- L..:..A=.SS~=N=T t::::::.LA::::NN~IN(l~'::::EC:::TO::::R===:::;-;:=-=--.cµ ~ Tf __ 1-----+--~-1-------------+---+----t---c--=-+-------c--1 'DWN BY: ----'--PROJECT NO. DRAWIN[----;;j"ci '1- 0ATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:__ C.r"l.2.•D,k:, ~~2~ 41.. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVVD BY•