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HomeMy WebLinkAboutDWG 483-1L; CT 12-03; 201 WALNUT TOWNHOMES; 01-11Q \DRAV,HG FllS\TillE SHEETS\,)000(.DWO 0/10/2012 201 WALN 1Url7 A VEN 1UE CAf{J[JS B.AD, CA 92008 VICINITY MAP LOCATION MAP CITY OF OCEANSIDE HIGHWAY 7B PACIFIC OCEAN C',1,1/1,vo ; ~-"'"' G qJ' "< Ro~ o~~ 1:..---'-=<-r--.__,,- ~~'? CITY OF VISTA ~ OF '), N MARCOS CITY OF ENCINITAS DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SI-IEET 1 1-/ARDSCAPE PLA/11 2 1-IARDSCAPE DETAILS J 1-IARDSCAPE DETAILS 4 /RR/GA TION PLAN 5 /RR/GA TIO/I/ /110 TES & DETAILS C 0 !RR/GA TIO/I/ DETAILS 7 MULC/-1/NG PLA/11 8 PLA/I/Tl/1/G PLAN 9 PLA/1/TING NOTES & DETAILS 70 WATER USE PLAN 77 A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. DI RT DIAL TOLL FREE 1 · 800 · 422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA &~'~ NO .A.p";;\\~ ":;lf: .. 't• -?o ·. ~ :°';i~ !c: _., a " ~-. 0 tv ' ...j ·~_,.. ~· --\ Y\ __ i~ir~i~ •,-. -'c j) ~~. ~ -11. ••••••••••• a~'<:' . -!:oF CA.\.\'i: · '°"'= "\._~~ Expiration DotefJ:£liL.Lg It\ DATE INI flAL DESIGNER OF WORK REVISION DECLARATION OF RESPONSIBLE CHARGE: I H[REB Y O[CLAR[ Tl-IA T I AM [/-/[ L/C[NS[D O[S/GN[R OF WORK FOR T/-1/S PROJECT, Tl-IA T I /-IA\/[ [X[RC/S[D R[SPONSIBL[ C/-IARG[ 01/[R Tl-I[ O[S/CN OF THIS PROJECT AS O[F/N[D IN SECTION 6 703 OF TH[ BUSINESS ANO PROFESSIONS COO[ ANO THAT Tl-I[ O[SICN IS CONSISTHff WIT/-/ CURRENT STANDARDS. I UNO[RSTANO T/-IAT Tl-I[ C/-l[CK OF PROJ[CT ORA WINGS ANO SPEC/FICA TIONS BY Tl-/[ CITY OF CARLSBAD ANO SAN 0/[CO COUNTY O[PARTM[NT OF [N\/IRONM[NTAL /-/[ALT/-/ IS CONFIN[O TO A R[\/l[W ONLY ANO OO[S NOT R[LI[\/[ M[, AS Tl-/[ L/C[NS[O O[SIGN[R OF WORK, OF MY R[SPONSIBILIT/[S FOR PROJECT DESIGN. T/-l[S[ PLANS /-IA\/[ B[[N PFl[PAR[O IN SUBSTANTIAL CONFORMANC[ WIT/-/ Tl-I[ APPR0\/[0 LA~,i. S~CAP;[ CONCEPT PLAN, WA T[R CONS[R\/A TION PLAN, FIR[ PROTECTION PLAN, ANO ALL ::A~~ Re~~" ,o LlNcoc,ewc Pl-ION[ NO: ( ...fil2.._ ) -~2~5~2-_4=Q=Q~4 ____ _ R[G/STRA T/ON NO: ~2=8=9~5 ____ [XPIFIA TION OAT[: 8/31/16 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WIT/-/ Tl-I[ R[QUIR[M[NTS FOR LANDSCAP[ ANO IRRICATr/JFJF5/J\fT,(;(JF/TliJl'IEO IN (Fl[ CITY OF CARLSBAD'$ U,NDSCAP[ MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I /-/AVE PREPARED Tl-I/$ PLAN IN COMPL A E w}rr1 T/-IOSE: fl CULATIONS ANO Tl-I[ LANOSCAP[ MANUAL. I CE:RTIF'( THAT HI[ PLAN IMPLEMENT$ T/-10$[ R[GUL no s . o, PROV/0 El)JCl[NT US[ OF WATER. \ .. ---· BYe~..4;'\s;::::::_.--::::.-_.::===~--------------------- P/-/ON NO: R[C/STRATION NO: -'2'-"8""9,,__5 ___ _ EXP/RATION DA TE: 8/31/16 BACKFLOW PREVENTER TESTING: ALL !RR/CATION BACKFLOW PREV[N {[{/5 $/-/ALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST 8[ C/1/EN TO Tl-/[ CITY AND Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT. PIP£ BETWEEN Tl-/[ METER ANO BACKFLOW PREVENTER S/-IALL BE "$C/-/£0UL£ K /-/ARO COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON Tl-IE CITY WEB SITE AT: /-I TTP: //WWW CARLSBAOCA. GOV /SE:RI//CES/OE:PARTMEN TS/WA TER/DOCUM[N TS/RECYCLED WA TERBA CKFLOWTESTERLIS{.POF FOR RECYCLED OR 1-/TTP. //WWW CARLSBADCA. COi/ /SERVICES/DEPARTMENTS/WA T[R/DOCUME:N TS/WA T[R8ACKFLOWTEST£RLIST.PDF FOR POTABLE: OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF Tl-IE PROJECT S/-IALL BE PERFORMED BY Tl-/£ LANDSCAPE ARCHITECT OF WORK, OR /-/IS DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR Tl-IE SCI-IE:DULE OF REOUIRED INSPECTIONS ANO REQUIRED SUBMITTALS. FOLLOW/NC COMPLETION OF Tl-IE WORK, Tl-/[ LANDSCAPE ARC/-1/TECT OF Tl-IE WORK WILL CERTIFY T/-IAT ff/[ INSTALLATION /-/AS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOH A FINAL LANDSCAPE INSPECTION BY T/-IE CITY MUST ALSO BE MAO[ BY CALLING Tl-IE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LIN[: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: Tl-IE CONTRACTOR $/-/ALL CONTACT T/-IE DESIGN[{{ OF WORK PRIOR TO BEGINNING LANDSCAPE: WOHK AND [/-IE OESIGNEF< OF WORK $/-/ALL REVIEW Tl-IE PROJECT UTILITY LOCATION$ AND REV/$[ PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UT/LIT/[$ (ABOVE & BELOW GRADE) FROM INVAS/1/E PLANT GROWT/-1 AND ROOT$. APPROV[O FOR /RR/GA T/0!'.J Af\/0 PLA/\I T/f\/G Of\/ LY, INCLUO/f\lG PR[C/S[ LOCA TIO/\/ OF PLA/\ITING AR[A. 11 AS BUILT" Wimmer - ~-Yamada and -RCE EXP. DATE Caughey RE\/[E',/ED BY• L~nil"~P• A«Ui«crn,c I Enviroum«n~I PJ~11ni11i; 1067 fifr.h Avenue, s~n Oiq;u, C.ilifornii 9~wJ.5i-10 r 619.?Jl.-\t>O-I , 619.~J~.0640 www.wp,.cum INSPECTOR DATE I sr1EET \ CITY OF' CI\f<LSBAD I SH1E1S I PLANNl~IG DIVISIO~I LANDSCAPE: [MPROVEMEN'l' PLANS F'OR 201 WALNUT TOWNHOMES TITLE SHEET I APPROVED: t~I( C+ takit--/&>·'1· lf_l PLANNl~IG DWN BY: " PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PC DESCRIPTION CT 12-03 483-1 L OTHER APPROVAL CITY APPROVAL RVWD BY: PC I J ) 0 w • I o• 0 0 [] 0 r [ I ------- REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION IIl PEDESTRIAN PAVING 'A' -5" DEPTH NATURAL GREY CONCRETE WITH MEDIUM BROOM FINISH @) ~:IR~~;~~~;:: PEDESTRIAN PAVING 'B' -5" DEPTH INTEGRAL COLOR CONCRETE PAVING, SOLOMON COLORS 'STRAW', CARROL CANYON AGGREGATE, WITHTOP-CAST CONCRETE SURFACE RETARDER FINISH NO. 50 MEDIUM EXPOSURE III VEHICULAR PAVING-6" DEPTH INTEGRAL COLOR CONCRETE, SOLOMON COLORS 'STRAW', CARROL CANYON AGGREGATE, WITHTOP-CAST CONCRETE SURFACE RETARDER FINISH NO. 50 MEDIUM EXPOSURE G) §§§:I PERMEABLE VEHICULAR PAVERS -ACKERSTONE . ::r AQUA-VIA 2, 'CATINA BLEND' COLOR, RUNNING BOND @l ~ ACCESSIBLE RAISED TREX DECK @l CONCRETE STAIRS WITH HANDRAIL [l 30" HEIGHT VINYL FENCE W/ CLOSED STRAIGHT PICKETS, WHITE COLOR, PYRAMID POST CAPS BY BEAR FENCE COMPANY, INSTALL PER MANUFACTURER IIl 60" HEIGHT SOLID PRIVACY VINYL FENCE, WHITE COLOR, PYRAMID POST CAPS BY BEAR FENCE, INSTALL PER MANUFACTURER [ill TRASH ENCLOSURE [ill -------EXPANSION JOINT !El SAWCUT CONTROL JOINT @I BIORETENTION @I 4· WIDE PEDESTRIAN GATE BY BEAR FENCE COMPANY, INSTALL PER MANUFACTURER !ill 5· WIDE PEDESTRIAN GATE BY BEAR FENCE COMPANY, INSTALL PER MANUFACTURER @I AUTOMATED SLIDING VEHICULAR GATE, PASSPORT 2 2-RAIL ROLL GATE, BLACK COLOR, 6' HEIGHT, 24' LENGTH, 'MAJESTIC', BY AMERISTAR SLIDESMART DC 10F SLIDE GATE OPERATOR BY HYSECURITY, INSTALL PER MANUFACTURER @I SITE WALL, PRECISION BLOCK, BEIGE COLOR @I PEDESTRIAN RAMP !ill RETAINING WALL WITH 60" HEIGHT PRIVACY VINYL FENCE ON TOP. RETAINING WALL TO BE PRECISION BLOCK, BEIGE COLOR. RETAINING WALL CAP HAS 1" CANTILEVER. !ID I I TEAK BENCH, 'FOXHALL 6' BENCH' BY COUNTRY CASUAL, SOL TED TO DECK [ill C!QCJD TEAK PICNIC TABLE WITH UMBRELLA,' MINTON 6' t:J ROUND TABLE HEFTY' WITH UMBRELLA, FOUR (4) CAYL YPSO STACKING ARMCHAIRS' BY COUNTRY CASUAL !ID 0 TRASH RECEPTACLE, 'CORDIA LITTER RECEPTACLE' W/ WOOD SLATS AND RAIN COVER BY FORMS + SURFACES, SOL TED TO DECK !ID @ RECYCLE RECEPTACLE, 'CORDIA RECYCLE RECEPTACLE W/ WOOD SLATS AND RAIN COVER BY FORMS + SURFACES, BOLTED TO DECK ~ '<>"•'-'<:," VEHICULAR PAVING-6" DEPTH NATURAL GRAY ~~-·:ct:• ~,· ·; .. -~· CONCRETE PAVING, MEDIUM BROOM FINISH ,. • r,... • HARDSCAPE PLAN /1\ :.\"'"'"~:,.\: lP-0 CA;;;'l.\1 \( ' a ' '<,-0 ••• , •• ~-~··~:-( ~~ ,•. ~ i~ !:: • ',;,'. 0 ( ~;it"-~ -"'' --1 ~ ~ ! SIGNAi "': (. \ .. ~wr~i9 rS';-•• •• □, I; •• •• "" -1r, ••••••• a~ ¾cf! OF C~ll' DATE INITIAL :.\\,."\._'t';.__~--DESIGNER OF WORK REVISIO~I DESCRIPTIO~I Expiration Dute:a.Lliill DETAIL A/3 A/3 B/3 E/3 G/4 F/3 PER CIVIL C/3 D/3 PER CIVIL PER CIVIL PER CIVIL PER CIVIL 20 10 0 20 40 60 -- GRAPHIC SCALE 1"= 20'-0" APPROVED FOR -/RR/GA TIO!\/ Al\/0 PLANT/f\/G O/\/L Y, If\/ GLUD/NG PRECISE LOCATION OF PLAN Tl/\/ G -AREA. "AS BUILT" B/3 Wimmer === ~ Yamada --.......___ and RCE EXP. DATE -Caughey REVIEWED BY: L~n,hopc Aichii~ccurc I Envlroum~1ual l'lllrniu~ Ju67 fifrh Avcuuc, S.rn IJici"• CJ.liforni.1 9~IUJ.)l1u INSPECTOR T 619.•.i•-100,1 P 619.•J•.06.10 www.wy-.1c.cuu, DATE I S2EET I CITY OF' CAf{LSBAD SHEETS 11 PLANNING DIVISION LANDSCAPE IMPfWVEMENT PLANS FOR 201 WALNUT TOWNHOMES , APPROVED: t-z~\ ~~n-..:tt /o,""/./'-t PLANNlflG OWN BY: LE I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CI-IKD BY: PC OTHER APPROVAL CITY APPROVAL RI/WO BY: PC CT 12-03 483-1 L C: RAY11NG FllES TITLE SHEETS -~1Pl'l.o!'llwc!!""'IR!!!!E'll~SEO·: '1!'5!11'11 !'ll2ffl'o1"2------------------------------------------------------------------------------------------------------------------------..1 ~------COLOR AND FINISH PER PLAN ---CONCRETE PER PLANS AND SPECIFICATIONS REFER TO CONSTRUCTION PLANS FOR LAYOUT #3 REBAR AT 18" BOTH WAYS, TYP. 1/2" RADIUS (TYP.) FINISH GRADE 4 (I) 4 0 iS 1..,,..-=~:~--· __,LJJ ,k--" -;-. _;L._-.::!_<1 _. -. _;.:::._,__. 3" " 11 I I 11111 I~ I I , I 'fr (I) ~ • <u J1~ " -, -+ . ·· r: 111 . ~ -------== ==Ill I ~ 111-111-111-111-1 l-111-111-111-111-111-I n:: I I 1-1 I 1==1 I 1==1 I 1==1 .-, " " ' " ' . .. ~ 95% COMPACTED '.5 SU BG RADE Q PAVING SECTION SHALL MEET MINIMUM STANDARDS OF GEOTECHNICAL RECOMMENDATIONS. z a N ri;\,--C_O_N_C_R_E_T_E_P_A_V_I N_G ______ sc_A_LE_: N_.T._s. ~ PEDESTRIAN AREAS SECTION D ·.,. ·• -------CONCRETE PER PLANS AND SPECIFICATIONS • . , ----1/4" WIDE, SAWCUT CONTROL JOINT N I ~ I-~ Q ' LJJ ~ 0 • •I • • ,I <'.\ --"-" ,---,..J" .. ' '. ., •• I •• '---REBAR BOTH WAYS, TYP. SAWCUT CONTROL JOINT SCALE: N.T.S. PEDESTRIAN CONCRETE PAVING SECTION C: RAV!lNG FILES llTlE EElS a.sB-IP.DWG RrnSED: 5 15 2D12 -------COLOR AND FINISH PER PLAN ---CONCRETE PER PLANS AND SPECIFICATIONS REFER TO CONSTRUCTION PLANS FOR LAYOUT #4 REBAR AT 18" BOTH WAYS, TYP. 1/2" RADIUS (TYP.) FINISH GRADE PAVING SECTION SHALL MEET MINIMUM STANDARDS OF GEOTECHNICAL RECOMMENDATIONS. N (s\_C_O_N_C_R_E_T_E_P_A_V_I N_G ______ s_cA_LE_: N_.T_.s_. ~ VEHICULAR AREAS SECTION 1/2" MAX. OPENING [TYP.) tt 0 PERMEABLE PAVING --REFERENCE CIVIL FOR VERTICAL CONTROL 1/8' TO 1/4" [#4 STONE) ANGULAR AGGREGATE, BEIGE COLOR ~-CONCRETE PAVERS MIN. 3 1/8" THICK ~-ALIGN FLUSH WITH ADJACENT CONCRETE BEDDING COURSE 2' DEPTH (TYP. NO. 8 AGGREGATE) 4" DEPTH NO. 57 STONE OPEN-GRADED BASE SCALE: N.T.S. SECTION C . ., .. .d 112" --l I {f ~-CONCRETE PER PLANS AND SPECIFICATIONS --1/8" RADIUS --COLOR MATCHED SEALANT OVER EXPANSION JT. TOOLED TO 1/4" DEPTH --BACKER ROD 1/2" X 12" SMOOTH STEEL DOWEL AT 3'-0" O.C. ACROSS EXP. JOINT. ONE SIDE WITHIN SLEEVE FOR MOVEMENT. EXPANSION FELT EXPANSION JOINT SCALE: N.T.S. DOWELED -PEDESTRIAN CONCRETE PAVING SECTION -+t: :_ !l{j)/16 • ...... "i'U~i·' 1.50" O.D. SCH. 40~ STAINLESS STEEL PIPE 1 '-0" 0 -' ] '-0" 0 -' N WELD, TYP. N ------1-POSTS EVERY 5' MIN. WELD, TYP. SEALANT NON-SHRINK GROUT 0 -' N CONCRETE-~ TREAD AND RISERS, PER DETAIL 19/L2-9 ] '-0'' CONCRETE PAVING, -~~,---~-;~+,.,---'I',----,\ PER DETAIL 1/L2-7 2 1/2" DIA. POST HOLE. CONCRETE FOOTING 95% COMPACTED SUBGRADE EXPANSION JOINT, PER DETAIL D/L 1.2 • 0 CONCRETE STAIRS SCALE:1·-1· F~-------wITH HANDRAIL SECTION HARDSCAPE DETAILS Wimmer Yamada --and Caughey L~n<l,c.ipc A,c!,i1cc1urc J EllYirnnnlc1l1.il l'l.i,rnin; Ju67 ~ifrh An11uc, SJn l)i,g", Ca.lifomi.i !)LIUJ . .11,)u T 6!!).IJI.~00.j P 6J!).1j,.,0610 WWW,W)"JC.CUJII CONCRETE PAVING, PER DETAIL 1/L2-7 -..___ SEALANT ---NON-SHRINK GROUT CONCRETE FOOTING 95% COMPACTED SUBGRADE APPRO \/ED FOR /RR/GA TIO/\/ A/\/O PLA/\ITI/\/G O/\/L Y, INCLUOI/\/G PRECISE LOCA TIO/\/ OF PLA/\ITI/\IG AREA. RC[ __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE I SH3EET I CITY OF' CAf{LSBAD f------t----+--------------+------+-----+--+---I PLANNING DIVISION l---t---+--------------1----+--+--+----l f-------t----+--------------+-----e---e.--+---1 LANDSCAPE IMPlWVEMEN'l' PLANS FOR SHEETS 11 f---1--+-------------+--f----+----1---1 201 WALNUT TOWNHOMES APPROVED: Yt~ l er✓~ii:J:r: le> · "r. I.Lt PLANNING DWN BY: Li'r •· •• lJAh,-1-~l.!,,,; ,"f' '1t, ••••••• ()~ -:t, f Of c;l\l DATE INITIAL \:t'--\._~..c-----_ DESIGNER OF WORK REVISIOl'-I DESCRIPTIOl'-I PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PC CT 12-03 483-1 L Expiration Oute:QL;lifil OTHER APPROVAL CITY APPROVAL RVWD BY: PC C: \DRAV.,NG Fll.ES\TITLE SHEETS\a..58 IP.DWG R£',1SED: 5/15/2012 ~---1"X8" CEDAR FASCIA BOARD CONNECTED TO JOISTS AND DECKING W/ GALVANIZED WOOD DECKING NAILS / /// ® TREX DECl(ING 2"X6" TREX DECKING CONNECTED TO JOISTS W/ GALVANIZED WOOD DECKING NAILS 2"X8" CEDAR JOISTS SPACED AT 12" O.C. GALVANIZED JOIST TO BEAM CONNECTOR. CONNECT TO POSTS AND BEAMS WITH GALVANIZED BOLT/NUT/WASHER 1 O' MAX. SPAN FOR DECKING OVER 10' SPAN, INSTALL BEAMS EQUALLY SPACED SCALE: J "-1' SECTION HARDSCAPE DETAILS Wimmer ~ Yamada .----~----and Caughey L,u,Jsc,pc A«:hitcc,u<c I E'1virorunc,u~] l'hnni11.11 ;u67 Fifth Avenue, S•1l Diciu, Crliforni~ 91rnJ.Jl40 T 61',1.lJl .. joo.1 , 6t',1,iJ1.06,10 w11ow.wpc.com APPROVED roR !RR/GA TIO/\! A/\/O PLA/\ITING ONLY, INC'LUD!NG PRECISE LOCATION or PLA/\ITING AREA. "AS BUILT" RCE __ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE SHEETS I S4HEET I CITY OF' CARLSBAD t----+---+--------------+-----+--f---t------1 PLANNING DIVISION 11 t----+---+--------------+-----+--t--+---1 r----+---+-----------------+---+----t--+--• LANDSCAPE: !MPROVEMEN'l' PLANS f<"OR: 201 WALNUT TOWNHOMES APPROVED /-Cz_:___, l-~~-tt l.9 · 9 , I<-\- PLAMMIMG RE\/ISIOM DESCRIPTIO~I DWM BY: L> I PROJECT NO. I DRAWING NO. DATE INITIAL DATE lfllTIAL CHKD BY: pr, CT 12-03 OTHER APPROVAL CIT'/ APPROVAL RI/WO BY: PC 483-1 L IRRIGATION SCHEDULE SYMBOL SYMBOL [ill B C D E F G H I J K L M N MANUFACTURER/MODEUDESCRIPTION HUNTER ICZ-101-40 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. NETAFIM TLFV-1 AUTOMATIC FLUSH VALVE, WITH INSERT INLET AREA TO RECEIVE DRIPLINE NETAFIM TLCV-04-18 (18) TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.4GPH EMITTERS AT 18.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. MANUFACTURER/MODEUDESCRIPTION HUNTER HQ-44LRC-AW QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. ACME KEY WITH ANTI-ROTATION WINGS. NIBCO T-580 BRONZE BALL VALVE SHUT OFF VALVE SUPERIOR 3000 1" NORMALLY CLOSED, SOLID BRASS CONSTRUCTION, 3-WAY SOLENOID DESIGN. FEBCO 825YA 1" REDUCED PRESSURE BACKFLOW PREVENTER HUNTER IC-600-PP MODULAR CONTROLLER, 6 STATIONS, OUTDOOR MODEL, PLASTIC PEDESTAL. COMMERCIAL USE. DIG 710-100 1" SINGLE STATION BATTERY OPERATED CONTROLLER ON 1" IN-LINE VALVE. -1 PER UNIT HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. CALSENSE FM-1 B 1" FLOW METER BRONZE, MIN. FLOW 3GPM, MAX. FLOW 50GPM. WATER METER 1" -PER CIVIL IRRIGATION LATERAL LINE: PVC SCHEDULE 40 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout -~----Valve Number ~ #---ValveGPM \±3 Valve Size C: AlllNG Fil.ES lln£ SHEElS CI..SS-IP.DWG RE',lSED: 5 15 2012 DETAIL H/6 1/7 J,K,L,M,N/7 DETAIL F/6 G/6 D/6 A,B/6 C/6 S/7 E/6 P/7 P/7 Q/7 CRITICAL ANALYSIS Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE Static Pressure at POC: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Loss Elev. high head to valve: Pipe Loss Critical Head: Loss Fitting Factor: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: 1" 20.23 gpm 85.00 psi 5.56 gpm 20.23 g[Jm 14.67 gpm A-4 20.00 psi 0.00 psi 0.59 psi 0.06 psi 12.90 psi 43.55 psi 0.03 psi 0.31 psi o.oo psi 11.00 psi 0.16 psi 0.20 psi 55.25 psi 85.00 EJSi 29.75 psi I-. w! w! Cl:::'. I I-. V'l ! o' ....J ! LIJ I u:: i Cl:::'. I <( • \91 i i i i i i I I I I i i i i ! I '°' 00□ CONTROLLER A 6 STATION WITH WIRELESS SOLAR SYNC. VERIFY LOCATION IN THE FIELD WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION l _____ ------------- IRRIGATION PLAN Wimmer Yamada and Caughey Ltn<l1eal'c Archi1ccm,c I Ee1,irunmen1,1l 1-'IJ1rni11~ Ju67 l'ifih ,hcnuo, Sau l)ioi<>, C,lifomi• 9<1uJ.Jll..1a r6"11.•J•-~u,.q •<>•~·•Ji.u6".1<> www.wy-.c.c<>m rn . I 0. I . I . I . I 20 10 0 40 60 ----- GRAPHIC SCALE 1 "=c 20'-0" APPRO \/[O FOR !RR/GA T!ON ANO PLA/\I TI/\IG ONLY, l/\!CLUO/NG PRECISE LOCATION OF PLANTI/\IG AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE t---t---1------------------+----+--l---+--1 [ S5ET I t---t--+---------------+----+--+----+--1 ;=L=A==ND:=5=.:.c:=::-· A.;:PE;=,, =1~==[P:=.=r==w==v;=E,==,[E::=.=,,N:;=.'[:=' ==PL==A~N;=s==,==,,o==r<=: ==::::.::===; CITY OF' CARLSBI\D I SH1E1S I PLANNING DIVISION 201 WALNUT TOWNHOMES APPROVED: '\ Gr:✓ E:--l \~tr le-4-1'-\-- PLANNING OWN BY: LE PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PC CT 12-03 483-1L RE\/ISIO~I DESCRIPTIO~I OTHER APPROVAL CITY APPROVAL RVWD BY: PC IRRIGATION NOTES: 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM STATIC PRESSURE OF 85 PSI, AND THE MAXIMUM FLOW DEMAND OF 5 GPM AT THE WATER POINT OF CONNECTION (P.O.C.). THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND SHALL REPORT ANY DIFFERENCES BETWEEN THE DESIGN WATER PRESSURE AND THE ACTUAL WORKING PRESSURE READING AT THE IRRIGATION P.O.C. TO OWNER'S REPRESENTATIVE. 2. THIS DESIGN IS DIAGRAMMATIC. THESE DRAWINGS ARE INTENDED TO BE A SCHEMATIC REPRESENTATION OF THE FINISHED IRRIGATION SYSTEM. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES. CONTRACTOR SHALL MAKE ALL NECESSARY FIELD ADJUSTMENTS TO ACCOMMODATE ACTUAL SITE CONDITIONS. 3. CONT ACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THESE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THESE DRAWINGS WHEN IT IS OBVIOUS THAT FIELD OBSTRUCTIONS AND/OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN THE SYSTEM ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. CONTRACTOR TO COORDINATE SLEEVING UNDER ALL PAVING WITH OTHER TRADES AS NECESSARY. NO TEES OR ELLS SHALL BE INSTALLED UNDER PAVING. ALL SLEEVES SHALL EXTEND A MINIMUM OF TWENTY-FOUR INCHES (24") BEYOND EDGE OF PAVING. ALL SLEEVING LOCATED UNDER PAVING SHALL BE TWO (2) TIMES THE OUTSIDE DIAMETER OF THE PIPE TO BE SLEEVED, MINIMUM TWO-INCH (2") DIAMETER. CONTRACTOR TO INSTALL METALLIC BACKED TAPE ALONG THE ENTIRE LENGTH OF THE SLEEVE, TWELVE INCHES (12") DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN TWO INCH (2") CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE. 6. REMOTE CONTROL VALVES SHALL BE INSTALLED ADJACENT TO WALKWAYS UNLESS OTHERWISE NOTED. 7. CONCRETE THRUST BLOCKS SHALL BE USED ON ALL IRRIGATION MAINLINES WHERE CHANGES OF DIRECTION OF FORTY-FIVE (45) DEGREES OR MORE SHOULD OCCUR. 8. WHERE TREES, LIGHT STANDARDS, ETC., ARE AN OBSTRUCTION TO IRRIGATION COVERAGE, THEN PIPING AND SPRINKLER HEADS SHALL BE ADJUSTED AND/OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE AND MINIMUM OVERSPRAY. DO NOT EXCEED SPACING AS PER MANUFACTURER'S RECOMMENDATIONS. 9. CONTRACTOR SHALL FLUSH ALL MAIN LINES PRIOR TO INSTALLATION OF THE VALVES, AND SHALL FLUSH ALL LATERAL LINES PRIOR TO INSTALLATION OF THE SPRINKLER HEADS. 10. CONTRACTOR SHALL FINE-TUNE AND ADJUST ALL SPRINKLER SYSTEMS TO ACHIEVE OPTIMUM PERFORMANCE AND COMPLETE COVERAGE, WITH MINIMUM OVERSPRAY ONTO HARDSCAPE AREAS. THIS INCLUDES ADJUSTMENT OF THE FLOW CONTROL STEM AT EACH REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW I PRESSURE FOR THAT SYSTEM, AND ADJUSTMENT OF ALL SPRINKLER NOZZLES. 11. COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS. SPECIMEN TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. LOCATE SPECIMEN TREES PRIOR TO TRENCHING FOR IRRIGATION PIPING. 12. ALL LATERAL END RUNS ARE AS PER CONTRACT DOCUMENTS. 13. TRENCH MARKER: ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS RED COLORED TRENCH MARKER TAPE PLACED NINE INCHES (9") BELOW FINISH GRADE DIRECTLY ABOVE THE BURIED WIRES. MARKER TAPE SHALL BE EQUAL TO "ALAMA TAPE" AS MANUFACTURED BY PAUL POTTER WARNING TAPE INC. TAPE SHALL BE FOUR INCHES (4") WIDE. 14. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS DESIGNED AND IN ACCORDANCE WITH THE CRITERIA AND APPLICABLE STANDARDS AS OF THE APPROVED DATE OF THESE PLANS. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED PER LOCAL CODE. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. 15. FOR REMOTE CONTROL VALVE MANIFOLDS, BALL VALVE SIZE SHALL EQUAL THE SIZE OF THE LARGEST REMOTE CONTROL VALVE IN THE MANIFOLD. 16. PROVIDE PULL BOXES FOR CONTROL WIRING AT ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WHERE WIRE RUNS EXCEED THREE HUNDRED FEET (300') IN LENGTH. IN-LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES, WITH WATERPROOF CONNECTORS. 17. CONTRACTOR SHALL PROVIDE ONE (1) SET OF EXTRA CONTROL WIRES PER MANIFOLD. 18. BACKFILL MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), AND OBJECTS WITH SHARP EDGES. 19. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW-HEAD DRAINAGE. 20. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED, UNLESS OTHERWISE DESIGNATED ON THE PLANS. ADJUST THE ANGLE OF RISERS FOR SPRINKLER HEADS ON SLOPES TO ACHIEVE OPTIMUM COVERAGE AND MINIMUM OVERSPRAY 21. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. C: DRAV!lNG FllES TITLE EETS a..sB-IP.DWG RE"1SED: 5 15 2D12 WYE STRAINER #2 SHUT-OFF VALVE REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY #1 SHUT-OFF - VALVE BACKFLOW PREV. CAGE PRESSURE REGULATOR COPPER NIPPLE, TYP. ~--COPPER ELLS. TYP. _,.---UNION, TYP. COPPER RISER. LENGTH AS REQ"D. 0 BACKFLOW PREVENTER N.T.S. SECTION 8"" NOTE: ~-----RAIN-SENSING DEVICE IN STAINLESS STEEL, VANDAL-RESISTANT ENCLOSURE ~---CONTROLLER ENCLOSURE ,--!,-~--,~ CONTROLLER BEYOND .-'--~-+----8' COPPER GROUND ROD (SET L _J PLUMB) .---+---120V SERVICE ~r---CONCRETEPAD ~--SLOPE TO DRAIN, ALL SIDES 112" 1. = CONDUIT FOR 1-114" CABLE CONDUIT FDR CONTROLLER CABLE ~-----90A SWEEP ELLS (TYP.) INSTALL PER MANUFACTURER"S DETAILS AND SPECIFICATIONS. @ CONTROLLER ASSEMBLY C PEDESTAL MOUNT N.T.S. SECTION NOTES: 1. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFlOW DEVJCE TESTER. CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE WITH WRITTEN TEST RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER PRIOR TO BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2. ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USJNG TWO-INCH (2") (5.1cm) WIDE PLASTIC BACKED ADHESIVE TAPE, MINIMUM EIGHT (8) MILS. THICK WITH ONE-HALF INCH (1/2'") (1.3cm) OVERLAP. 3. FINISH SURFACE OF CONCRETE PAD SHALL BE TWO-INCHES (2"') (5.1cm) ABOVE SURROUNDING FINISH GRADE WITHIN LANDSCAPE AREAS, OR FLUSH WITH FINISH GRADE IN TURF AREAS. CONCRETE PAD SHALL BE FOUR-INCHES (4") (10.2cm) THICK AND EIGHTEEN-INCHES (18") (45.7cm) WIDE MINIMUM, AND SHALL BE 520-C-2500 GRADE. CONCRETE PAD SHALL BE LOCATED. STAKED. AND APPROVED BY OWNER"S REPRESENTATIVE BEFORE CONCRETE IS POURED. 4. FACTORY ASSEMBLED REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE INCLUDED IN THE LATEST EDITION OF THE "APPROVED FDR SERVICE ISOLATION IN CALIFORNIA PUBLIC WATER SYSTEMS" ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, OFFICE OF DRINKING WATER. 5. PRESSURE REGULATOR AND WYE STRAINER SHALL BE LOCATED DOWNSTREAM OF THE #2 SHUT-OFF VALVE. 6. PRESSURE REGULATOR SHALL BE INSTALLED UPSTREAM OF THE BACKFLDW PREVENTER ASSEMBLY WHEN WATER PRESSURE EXCEEDS BACKFLOW PREVENTER ASS EMBLY INLET RA TING. 7. LOCATE BACKFLOW PREVENTER ASSEMBLY AS CLOSE TO WATER METER AS PRACTICAL. AS APPROVED BY THE AGENCY. 8. ALL RISERS. ELBOWS. AND UNDERGROUND PIPING UPSTREAM OF BACKFLOW PREVENTER ASSEMBLY SHALL BE COPPER. BRASS UNIONS ARE ACCEPTABLE. 9. PROVIDE REINFORCED STEEL SUPPORT SADDLE AT MIDPOINT OF VALVE MANIFOLD. ANCHOR SADDLE IN CONCRETE PAD. " 0-REMOTE CONTROL VALVE (SEE SPECS.) 0-SOLENOID 0· WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) 0· CONTROL WIRES. BUNDLE & TAPE (W/ 4 FT. MIN. EXTRA WIRE) (i)-SHORT RED BRASS NIPPLE 0· PVC SCH 40 FEMALE ADAPTER TYP. @-FINISH GRADE (FLUSH IN TURF. 2"" IN GROUNDCOVER) G-UNDISTURBED I COMPACTED SUB-GRADE 0-UNION (i_)-VALVE BOX (SEE SPECS.) 0-PVC PRESSURE PIPE @)-BRICK OR CONCRETE SUPPORTS @)-1 CU. FT. MIN. PEE GRAVEL (SEE SPECS.) (0-SEE SPECS. FOR DEPTHS ® MASTER CONTROL VALVE POTABLE N.T.S. SECTION (J)-1" QUICK COUPLING VALVE {SEE LEGENO AND SPECIFICATIONS) @-FLUSH IN TURF AHEAS, 2' IN SHRUB AND GROUND COVER AREAS ®· SEE SPECIFJCATIONS FOR PIPE DEPTHS 0 -PVC SCHEDULE 80 UNION @-VALVE BOX WITH COVER {SEE SPECIFICATIONS) @), FINISH GH/1.DE @-Gl--®7 .· 1 -~1111 1 111111 111 'mmi-< '. -rr1=nr · · · -m 1=111=111=111= ® -c:J I 'ITT JTi m--c1 I "'ri~9:,/e,:/i:=fr· I HID Cu 8 MAINLINE CONNECTION -SECTION ® SECTION S~3 ~~~ MA/NL/NE CONNECT JON-PL.AN @· UNMOfHARED BRICK SUPPOHTS {2 MIN.) (f}-PEA GRAVEL SUMP, 6" DEPTH @-RED BRASS NIPPLE, 6" LENGTH MIN. @-HED 8RASS COUPLING, EXTEND 1/2" ABOVE TOP OF CONCHETE THRUST BLOCK @· RED BH/\SS NIPPLE, LENGTH /IS REQUIRED (1)-UNDISTURBED OR 90o/o COMPACTED SUBGRADE @· RED BRASS ELL @· ONE CUBIC FOOT CONCRETE THRUST BLOCK @· RED BRASS NIPPLE, 8" LENGTH MIN. @ · RED BHASS SmEET ELL ®· PI/CELLOf(TEEON MAINLINE PIPE @· PVC lfmlCATION MAINLINE PIPE @-SCHEOULESOPVC NIPPLE, 2" LENGTH MIN. @· 6" MIN. TO HJ" MAX. FROM EDGE OF CUf{BS, WALKS, ETC. 0 QUICK COUPLING VALVE N.T.S. F POTABLE SECTION AND PARTIAL PLAN ~ @) @) 0 ®BAL L VALVE 0 -VALVE BOX WITH LOCKING COVER. PER SPECIFICATIONS 0-1/2"' ABOVE FINISH GRADE IN TURF AREAS. 2" IN SHRUB AND GROUND COVER AREAS 0-SEE SPECIFICATIONS FOR PIPE DEPTHS 0-PVC SCHEDULE 80 S X T ADAPTER (i) -ONE CUBIC FOOT CONCRETE FOOTING 0-UNMORTARED BRICK SUPPORTS (4 MIN) (i_)-BALL VALVE ~ 0-PVC SCHEDULE 80 NIPPLE (TYP.) @ ~ FINISH GRADE @· CONTINUE STRAIGHT AT VALVE MANIFOLDS @)-PVC SCHEDULE 80 FITTING (TYP.) @) -UNDISTURBED OR 90% COMPACTED SUBGRADE @· 6" DEEP PEA GRAVEL SUMP SCALE: N.T.S. SECTION I ~--6" x 4"" x 1/8"" STEEL PLATES (2) WITH HOLES FOR PADLOCK STAINLESS STEEL FRAME AND CAGE, SEE SCHEDULE ~--STAINLESS STEEL BAR HINGE PIPE SLEEVE IN PAD OPENING TO HAVE A 1-1/2"' LARGER DIA. THAN PIPE =111= , . " ·.· .. , ·-111" : :. 1111' ·•1\•-1· · ..• II[ · , : rri. ,, ;c;; I TJ-m, -rr 'G:->;_ I -c;_.,1nm I I I I 9•• 8"' -_ -_;,-8" 9"' ·1·~ 6"' 15" 15" 6"" ,-,-,f • 1_m~ ,t--=--,f -~,f--,--'-"--,,-=--,- coNcRE-fi·i~rg.2:fol~rroPE PIPE SLEEVE. 1-1/2"' LARGER DIA THAN PIPE SIZE 1/4" ANCHOR BOLTS POURED-IN-PLACE TYP. FOUR CORNERS ~--COMPACTED SUB-GRADE (TYP. THROUGHOUT BASE) fo\ BACKFLOW CAGE N.T.S. ~1---------------------S--E-CT--IO=N 10 x PIPE DIA. RED ~LACK ,.- WATERPROOF CONNECTIONS rI-------5 x PIPE DIA. EXTENSION PEA GRAVEL DRAIN SUMP 30" MIN. DIA. x 6M MIN. DEEP ® FLOW SENSOR INSTALLATION N.T.S E.----------PoTABLE WATER SECTION (j) -REMOTE CONTROL VALVE @ -'JUMBO" VALVE BOX W/COVER PER SPECIFICATIONS @ -WYE STRAINER W/BALL FLUSH VALVE @ -1/2"' ABOVE FINISH GRADE IN TURF AREAS, 2"" IN SHRUB AND GROUND COVER AREAS 10 (j) @ -SEE SPECS. FOR PIPE DEPTHS @ · PVC SCHEDULE 80 S X T ADAPTER (v -UNMORTARED BRICK SUPPORTS (ALL AROUND) ~~·-~~rr~i @ -UNDISTURBED OR 90% COMPACTED SUBGRADE @-3FEETOF FLEXIBLE PVC TUBING @) -WATERPROOF WIRE CONNECTORS -® I ~-IUmt ,x, '.1111 " ,.e Jffl •; I I ; -'JiTlt 11-l='"m-• -"" 6 /71--® 1§1 - ® DRIP VALVE ®- ~ G). IN-LINE PRESSURE REGULATOR @ -PVC SCHEDULE t '", " 80 UNION \!) -PVC SCHEDULE 80 NIPPLE (TYP.) @ -FINISH GRADE @ @ -LATERAL LINE ® @ -PVC SCHEDULE 1 80 FITTING (TYP.) G) -2" LONG WIRE ® EXPANSION LOOPS @ -6" DEEP PEA GRAVEL SUMP SCALE: N.T.S. SECTION Wimmer ::=-~Yamada and Caughey APPROVED FOR /RR/GA TIO/\/ ANO PLAAIT/!\/G ONLY, IAICLUO/NG PRECISE LOCATION OF PLAAI TIA/G AREA. "AS BUILT" RCE ------ EXP. DATE REVIEWED BY: IRRIGATION NOTES AND DE TA I L s•nd,c,~c ,\rchi1c~turc I E,"·iurnu,<:n1,I l'J,anin~ J<J67 fifil, ,h-cuuc, S,n DicgOJ, C.Jlf,m,i, ')UOJ.f&40 r 61!,1.~Ji .. 100-1 P G"t').LJ1.u640 www.wpc.com INSPECTOR DATE /1\ I S6EET I CITY OF' C1\f{LSB1\D SHEETS 11 PLANNING DIVISION LANDSCAPE lMPfWVEMENT PLANS f'OR 201 WALNUT TOWNHOMES ~-c.:,~~ '--~ ca~/~},, ~~~ f(:0 ,, .. " APPROVED: {~-~i:-E:-11-av ~--,,, /,;;,, '1 -1'::1 Tb:(i~~~, ~ PLANNING LF ;·•,.,u.~.~---~~ ,-OWN BY: PROJECT NO. DRAWING NO. I: OF C/1.\.\ '"i: DATE INI flAL DATE INITIAL DATE INITIAL CHKD BY: PC CT 12-03 483-1L ~'\.~-';-'-DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PC Expiration Dote:Q.LJ!,Lli: ]" FINISH GRADE ---_I OF SOIL ---~~01=======-in==r,--- VALVE BOX SEE SPECS. LINE FLUSHING VALVETLSOV 3· -4· ----;,---;;-~-r=~------~~-:_· j_l ~ \_ TEC~LINE CV 17mm TUBING BRICK SUPPORTS (THREE) . ~I . ~ oC[f, 3/4"GRAVELSUMP --t-. ( I CUBIC FOOT) · , Q:'o't.t'o'-!:f'I ! r.'-' .... vouooq__O . tB!' ,q:p OC'fp OC'fp HfJ MANUAL LINE FLUSHING VALVE SCALE: N.T.S. TLSOV PLUMBED TO TECHLINE SECTION --------BACK OF CURB , _____ _ _.,.---~ EDGE OF EXISTING SIDEWALK F ,---------+-------MANUAL FLUSH VALVE PLUMBED TO NETAFIM POLY TUBING (TYP.) ~t-------TECHLINE START CONNECTION FOR EXHAUST HEADER. SEE DETAIL C/ 7-0 (TYP.) ~-----3/4" SCH 40 PVC EXHAUST HEADER (TYP.) ~----3/4" SCH 40 PVC SUPPLY HEADER (TYP.) ~----TECHLINE START CONNECTION FOR SUPPLY HEADER. SEE DETAIL 8/ 7-D (TYP.) IJ=:==#==Jl:=::::::=#::::::;:jD ( •,, ) -EXISTING REMOTE CONTROL II \_ VALVE IN CONCRETE VALVE BOX ~INSTALL NETAFIM DISC FILTER AND PRESSURE REGULATOR IN MATCHING CONCRETE VALVE BOX WITH STEEL LID, SEE DETAIL A/ 7-0 ' _ ,:.c 18" 18" 18' EMITTER SPACING AND LATERAL SPACING --------'( 10' (+/-) PER PLAN AND IRRIGATION SCHEDULE Io· ~,/·)r-::---_L;:r=:::'.!t=:=:::lt:=~11----+------TECHLINE CV TUBING ( TYP.) f------EDGE OF EXISTING SIDEWALK ® ~ 3/4' SCH 40 PVC EXHAUST HEADER (TYP.) @ TECHLINE CV CENTER FEED LAYOUT SERVICE LINE IN SCH. 40 SLEEVE-\ PIPE SIZE A B 112" TO 4" IN SIZE 30" 24" C D 24" 4" PAVING PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL ® PIPE SLEEVING SCALE:N.T.S. Q f----------POTABLE SECTION C: RAWING FlLES TITLE SHEETS a.58-IP.DWG RE>1SED: 5 15 2012 SCALE N.T.S. SECTION FINISH GRADE--~ TECHLJNE TEE -----~ TECHLJNE TUBING --~ BLANK TECHUNE -----, TUBING IECHLINE 3/4" ~ MALE ADAPTER · PVC TEE (SxSxT) ~ = ' SUPPLY HEADER: 3/4" SCH 40 PVC PIPING 7 , 3"-4" I 12" MIN. TO TOP OF PVC PIPE TECHLINE START CONNECTION SCALE: N.TS. (FOR SUPPLY HEADERS -PVC TO TEE) ~------------PVC SUPPLY HEADER (TYP.) ---------TOP OF SLOPE SECTION -----LINE FLUSHING VALVE ASSEMBLY ----TECHLINE CV LATERAL TUBING (TYP.) (PURPLE) I PVC EXHAUST HEADER I TOE OF SLOPE -'t--... --·-::-. -~--- "' "' "' CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE --REMOTE CONTROL VALVE ASSEMBLY WITH DISC FILTER AND Jfl / CONVENTIONAL SPACING PIN PLUS 25% ON BOTTOM 1/3 OF SLOPE NOTE: ALIGN TECHLINE CV LATERALS PARRALLEL TO THE CONTOURS OF THE SLOPE @ TECH LINE CV -SLOPE LAYOUT N.T.S. N f----------PoTABLE WATER ELEVATION ~ Sp 1? ' 2:. :, l I I ~ r [§# ~ ? ~ LEGEND: 1. SLIP BASE SOCKET OVER END OF WIRES. 2. CLEANLY STRIP WIRES APPROXIMATELY 5/8" FROM END. 3. PUT CRIMP SLEEVE OVER WIRE ENDS -CRIMP SLEEVES AND CUT OFF EXCESS. 4. APPLY SEALER TO INSIDE OF SEALING PLUG -FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET BACK OVER END OF WIRES AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET. 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. 8. USE ORI-SPLICE MFG. BY SPEARS, OR APPROVED EQUAL. ® WIRE CONNECTOR SCALE N.T.S. Rf----------PoTABLE TECHLINEJ/4"~· · ... rr· ~ECHLINECV MALE ADAPIER · . TUBING PVC TEE (SxSxT) ~'~ .. TECHLINE CV LA TERA LS BURIED 3" -4" BELOW FINISH GRADE OF SOIL EXHAUST HEADER: I 3/4" SCH 40 PVC PIPING I ' 1----,-----.. s I y TECHLINE CV START CONNECTION N.T.S. (FOR EXHAUST HEADERS-PVC TO TEE) ELEVATION 2 3 FLOW • © ----® 1 '-0" I I I I --1'-6" ---1'-6" --,--1'-6" -- .L.~---.---...... -_,..,...,....,....-----,----,--...---,-- 0 ;PAVING 9R OTHER..HARDSGAPE.. • ..• ." . ~-.. .. , .... L..--------------SUB GRADE © TECHLINE CV SUBGRADE SCALE:NTS L t----------.,.,,...------INsTALLArI0N SECTION ' z z z Se Se Se "' "' -- NOTES 4" + DIAMETER OF PIPE 0 -O O -' -~I ~ ~-~ SEE SPECS. FOR BACKFILL FINISH GRADE -RIGID PVC EMITTER LATERAL NON-PRESSURE LATERAL LINE ,---TRACER WIRE CONTROLLER WIRE PRESSURE MAINLINE KEYNOTES LEGEND: G) PRESSURE SUPPLY LINE. @ BALL VALVE. GENERAL NOTES: 1. ALL MANIFOLD ANO ISOLATION VALVE PIPING TO BE SAME SIZE AS THE LAHGEST SIZE LATERAL LINE ON ANY REMOTE CONTROL VALVE IN THE MANIFOLD. 1. PRESSURE MAINLINE: 18" BELOW FINISH GRADE TO TOP OF PIPE, AND 24" BELOW PAVED AREAS TO TOP OF PIPE IN SCHEDULE 40 PVC SLEEVES. $ QUICK COUPLER HEAT BRAND All VALVES. REMOTE CONTHOL VALVES. @ LATERAL PIPE (T. YP). (j) MANIFOLO PIPE @ INSTALL CAP BEYOND LAST TEE FOf( POTENTIAL FUTURE CONNECTION. 2. EACH MANIFOLD SHALL HAVE A MINIMUM OF 15 FEET SEPARATION. 3. ALL MANIFOLDS Af'!E TO BE INSTALLED IN PLANTER AREAS, UNLESS NOTED OTHERWISE. 2. LATERAL LINES: 12" BELOW FINISH GRADE TO TOP OF PIPE AND 18" BELOW PAVED AREAS TO TOP OF PIPE IN SCHEDULE 40 PVC SLEEVES. 3. CONTROL WIRING: TO THE SIDE OF PRESSURE MAINLINE AND 24" BELOW PAVED AREAS IN SCHEDULE 40 PVC SLEEVES. 4. MAINTAIN 2" CLEARANCE BETWEEN PRESSURE AND/OR LATERAL LINES WITHIN SAME TRENCH. @ MANIFOLD CONFIGURATION N.T.S. PLAN ® PIPE TRENCHING N.T.S. SECTION I D '7i'itnh,I · :;::□~~} ® . J @;l] 0 SOLAR SYNC HUNTER I-CORE CONTROLLER -,.'J~-MODEL: WIRELESS SOLAR SYNC SENSOR, MOUNT UP TO BOO' FROM RECEIVER -----------SUITABLE POST, POLE, GUTTER MOUNT. MOUNT IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN MODEL: SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER WIRELESS SOLAR SYNC RECEIVER MOUNTED ON THE WAL NEXT TO THE CONTROLLER ~ F oo,m, ms>&~ c~rnoc w,~ s,c SOLAR SYNC COMMUNICATION WIRE j CONTROLLER POWER SOURCE SCALE; N. T.S. IRRIGATION DETAILS /1\ ~-~=..-,_'-, l~AP< }¼c 7~---~~ '[7,~' .. ,-.. -,,,, ,.,. =., :'C_ :iON ~: -I' {!.: NJ~~: . ..._ __ 1~t'f'C\.{ ' u' •, D IE • /j -t1. ••••••• a~ :\:i: c OF c,c\\ DATE INITIAL DATE APPF<OVEO FOR /RR/GA TIOAI AA/O PLAN TIAIG OAIL Y, I Al CL U DI Al G PRECISE LOCA TIOAI OF PLAAI TIA/G AREA. "AS BU IL T" Wimmer =----Yamada and -RCE EXP. DATE ~ Caughey REVIEWED BY: L.rnd,c,pc Arcl1icccrnrc I £11virunrncn1•l l'Lurniu, Jv67 Fif,h ,\vcnu.c, S•n Dic~o, C.tlifurnb JLIV.J.)~-jo T 6151.i;i.-100.J r 6i~.LJL.vG.1v www.wy~c.com INSPECTOR DATE I S?ET I CITY OF' Ci-\RLSBAD SHEETS 11 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS F'OR: 201 WALNUT TOWNHOMES I APPROVED: :PLANNING ,~J\ y:,f:.\IA.._ j0·'1.l-+I DWN BY: '" PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: PC ?•, i9 \\'\_~,...,.-..; Expiration Dote:8.Lliill DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PC CT 12-03 483-1 L I J ) 0 ,1· ii uj ll.\ .. ,, 'I I n C: DRAV.,NG FILES Tl SHEElS CLSB-IP.DWG RrnSED: 5 15 2012 I I ' I ' r-';1 T I i ' ! 0 D 0 D 0 I \ l ! REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION 8"-10" "ARIZONA BLEND" COBBLE WITH 1" MINUS "ARIZONA BLEND" INFILL OVER WEED CONTROL FABRIC 3" DEPTH OF D.G. "DESERT GOLD" OVER WEED CONTROL FABRIC 3" DEPTH OF SHREDDED BARK MULCH OVER WEED CONTROL FABRIC NOTE: COMPLETELY FILL COBBLE AREAS WITH 50% -8"-10" "ARIZONA BLEND", 10% -2"-6" AND 40% -1" MINUS" "ARIZONA BLEND" HAND SEED TO FILL TOP LAYER SOUTHWEST BOULDER & STONE (760-451-3333) ___ J _ _ , I , 11111 ■j COMPACTED SUBGRADE 20 10 0 40 60 GRAPHIC SCALE 1"= 20'-0" APPROVED FOR !RR/GA TIO!\/ AA/O PLANTING OAIL Y, INCLUD/AIG PRECISE LOCA TIOAI OF PLAAITING AR[A. "AS BUILT" Wimmer Yamada ----------= and -RCE EXP. DATE Caughey REVIEWED BY: MULCHING PLAN L,11,hc,pc Architecture I fuvi,unmot1t.d l'l.r1nin~ y.J67 Fiftb ,\venue, S,n Di<li,", Californi~ 911uJ,Jl1u DATE -r 619.•J•~1au1 P 619.•J1.o,,1u wv,w.wp~.~um l~ISPECTOR /(\ I S8EET I CITY OF' CAf?LSBAD SHEETS 11 PLANNING DIVISION LANDSCAPE lMPfWVEME:N'l' PLANS F'OR: 201 WALNUT TOWNHOMES -,,_-.:-~,~ -f'.t\~'1;; \\\t, '--~ -:,, .. ·:u,,,,;-. , 41_, • vf-•. ,,. /) ...... __ .. ~ APPROVED: ~ ;.;., '"' (-ez,4 (-,,, t::(~~ I'-'· '1-l'-t Bf.l111G ! l} .J!l~t~t:~ h PLANNING .. ~ OWN BY: LE PROJECT NO. DRAWING NO . t1; ;;·~;~,~o<f: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PC \'\._\..":s:._"--'.S.5 -DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PC CT 12-03 483-1 L Expiration Date:Q.LJ!ili '°' 00[) SLOPE 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD 1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. 2. STANDARD 2-GROUND COVER ONE HUNDRED PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. STANDARD 3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF2 3/4" LINERS) SHALL COVER A MINIMUM OF SEVENTY PERCENT OF THE SLOPE FACE AT MATURE SIZE. C: A\\1NG FllES Tin£ SHEETS CLSB-IP,DWG RE\/1 . 5 15 2012 I J ) SEN SER 22 DIA VAR 9 1 gal PAR TRI 19 15 gal 4. STANDARD 4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE PLANTED FROM A MINIMUM OF ONE GALLON CONTAINERS AT A MINIMUM RATE OF ONE PER TWO HUNDRED SQUARE FEET. SLOPES 6:10R STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD 1. B. 3'-8' IN VERTICAL HEIGHT REQUIRE STANDARDS 1(EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP),2, AND 3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS 1(EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), 2, 3, AND 4 AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD 1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. [) 4 PHO CAN Existing 3 SYA QU2 : I . I . I . I ·© --------r FIR6, HYDRANT, TYP. ~ ill D 0 [) 0 I I I cl ' B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. I PLANT SCHEDULE TREES 0 Q_ I ' ' X SHRUBS SHRUB AREAS ~-~~ ~ ~ ..,-,,-..,-.,-.,,-..,, ==~'cc= -~ ---~ II Ill GROUND COVERS BOTANICAL NAME ACACIA STENOPHYLLA AGONIS FLEXUOSA EXISTING CANARY ISLAND PALM TO REMAIN LEPTOSPERMUM LAEVIGATUM PODOCARPUS MACROPHYLLUS MAKI SYAGRUS ROMANZOFFIANA WASHINGTON IA FILLIFERA BOTANICAL NAME BOUGAINVILLEA X ·sAN DIEGO RED. CORDYLINE AUSTRALIS ·cABERNET' PARTHENOCISSUS TRICUSPIDATA BOTANICAL NAME CAREX DIVULSA CHONDROPETALUM TECTORUM DIANELLA TASMANICA ·vARIEGATA' FESTUCA MAIREI PITTOSPORUM TENUIFOLIUM .GOLF BALL. PITTOSPORUM TENUIFOLIUM ·s1LVER SHEEN. ROSMARINUS OFFICINALIS 'TUSCAN BLUE. BOTANICAL NAME SENECIO SERPENS PLANTING NOTES: 1. AT LEAST 50% OF CONTAINER STOCK SHRUBS SHALL BE 5 GAL., UNLESS ON SLOPES GREATER THAN 3:1. 2. 100% OF THE PLANTING FALLS WITHIN ZONE TWO: REFINED. 3. 17% OF THE TOTAL SITE IS LANDSCAPED. 4. ALL UTILITIES SHALL BE SCREENED FROM VIEW. 5. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK SO LANDSCAPE ARCHITECT CAN VIEW THE UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN UTILITIES. COMMON NAME SHOESTRING ACACIA PEPPERMINT TREE TEA TREE MULTI-TRUNK SHRUBBY YEW QUEEN PALM CALIFORNIA FAN PALM COMMON NAME SAN DIEGO RED BOUGAINVILLEA CABERNET GRASS PALM BOSTON IVY COMMON NAME EUROPEAN GREY SEDGE CAPE RUSH FLAX LILY ATLAS FESCUE TAWHIWHI TAWHIWHI TUSCAN BLUE ROSEMARY COMMON NAME BLUE CHALKSTICKS PLANTING PLAN CONT DETAIL 24"BOX A,B/10 24"BOX A,B/10 EXISTING 24"BOX A,B/10 24"BOX A,B/10 24"BOX C/10 24"BOX C/10 CONT DETAIL 15 GAL F/10 5 GAL D,E/10 15 GAL F/10 CONT DETAIL 1 GAL@ 12" OC D,E,I/10 5 GAL@ 18" OC D,E,I/10 1 GAL@ 18" OC D,E,I/10 1 GAL@ 20" OC D,E,I/10 5 GAL@ 30" OC D,E,I/10 5 GAL@ 36" OC D,E,1/10 5 GAL@ 30" OC D,E,I/10 CONT DETAIL 4"POT@18"OC D,E,I/L10 Wimmer QTY 1 6 4 3 21 16 1 QTY 40 74 57 QTY 607 593 303 70 99 38 113 QTY 582 20 10 0 20 40 ---- GRAPHIC SCALE 1"= 20'-0" APPRO VEO fOR !RR/GA TIOAI AA/0 PLAA/ TIA/G ONLY, INCLUO!AIG PRECISE LOCA T/0(\/ or PLAAIT!AIG AREA. "AS BUILT" :=---~-Y-am-=~~-'-~ __ RCE___ EXP. ___ _ DATE 60 Caughey 1--RE-,-,1E_w_E_D_s_v,--------------, Lu1<hc,~c ,\rchitccrn,e) E11,ir<>nmenc.il l'!,nllini: Ju67 l'ifrh ,\,cnuc, S.rn l)ic,u, C:.Jifomia 9Ll<JJ,j04a ·r 61~.l.JJ,100.\ 161~.L.Jl,06.10 www.wpc.,um INSPECTOR DATE l-----..J.----f----1 ------------+---1---1---+---fl SHgEET I CITY OF' CJ\f{LSBAD I SH1EE1TS I PLANNING DIVISION :::L=A=N=Ds==· c=· A~P=E=' ==11.==rP==r==w=v=.::E=M==E==N,==l' =P==L=A==N';:S::::F~'o==r=i, ===-==~ 201 WALNUT TOWNHOMES APPROVED: 1W, ~--e:,{t /0 ·"i-1±__ PLANNING REVISION DESCF~IPTION DWN BY: E PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PC CT 12-03 483-1 L OTHER APPROVAL CITY APPROVAL RI/I/ID BY: PC I . I'' PLANTING NOTES: 1. ALL PLANTING AND FINISH GRADING OPERATIONS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROJECT DRAWINGS, DETAILS, AND PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ALL PLANTING REQUIREMENTS. 2. SEE SHEETS 9 AND 10 FOR PLANTING LEGEND AND DETAILS. 3. CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CHANGED CONDITIONS WHICH OCCUR ON PROJECT SITE WHICH ARE NOT REFLECTED ON PLANS. 4. REMOVE ALL WEEDS, DEBRIS, AND ROCKS LARGER THAN ONE-HALF-INCH (1/2") FROM ALL PLANTING AREAS, AND DISPOSE OF APPROPRIATELY OFF-SITE. 5. FINISH GRADE OF SOIL SHALL BE TWO-INCHES (2") BELOW ADJACENT FINISH PAVING SURFACE OR CURB WITHIN SHRUB AND GROUNDCOVER AREAS, AND ONE-INCH (1") BELOW ADJACENT FINISH PAVING SURFACE OR CURB WITHIN TURF AREAS. 6. SLOPE ALL PLANTING AREAS AWAY FROM PICNIC SHELTERS AT TWO-PERCENT (2%) MINIMUM GRADIENT AND TWENTY-PERCENT (20%) MAXIMUM GRADIENT. 7. CONTRACTOR SHALL PROVIDE ELECTRONIC PHOTOGRAPHS OF ALL PROPOSED TREES TO BE INSTALLED, TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. PHOTOGRAPHS SHALL DEMONSTRATE THE AVERAGE CHARACTER AND CURRENT CONDITION OF SUCH TREES. 8. ALL TREES SHALL BE SINGLE-TRUNK STANDARDS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 9. ALL PLANTS SHALL BE PROTECTED FROM SUN, WIND, HEAT, AND FROST DURING TRANSPORTATION TO THE SITE AND DURING STORAGE AT THE SITE. DO NOT STORE PLANTS IN TOTAL DARKNESS FOR MORE THAN ONE DAY. 10. DO NOT DAMAGE PLANT ROOT BALL DURING TRANSPORTATION OR PLANTING PROCESS. 11. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT THE TIME OF DELIVERY OF ANY PLANT MATERIAL WHICH HAS BEEN DAMAGED OR IS IN POOR CONDITION. THE OWNER'S REPRESENTATIVE SHALL DETERMINE ACCEPTABILITY OF SUBJECT PLANT MATERIAL 12. PLANT MATERIAL SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE BEFORE PLANTING. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S REPRESENTATIVE DUE TO POOR CONDITION, FORM, OR DAMAGE PRIOR TO, DURING, OR AFTER THE PLANTING PROCESS. 13. ALL ON-SITE PLANT MATERIALS (BALL AND BURLAP, CONTAINERS, TEMPORARILY STAGED IN BARK MULCH, AND/OR PLANTED IN THE GROUND) SHALL BE PROPERLY WATERED AND MAINTAINED TO ENSURE HEAL THY GROWTH. 14. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN IDENTIFICATION TAG FROM THE SUPPL YING NURSERY SHOWING BOTH COMMON AND SCIENTIFIC NAMES. 15. THE PLANTING PLANS ARE DIAGRAMMATIC. PLANT MATERIALS SHALL BE SPOTTED APPROXIMATELY AS SHOWN ON THE DRAWINGS. TREE LOCATIONS ARE TO BE APPROVED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO EXCAVATION FOR PLANTING PITS AND REMOVAL FROM CONTAINERS. FINAL LAYOUT OF ALL OTHER PLANT MATERIALS SHALL BE APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO PLANTING. 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO COVER AREAS SHOWN ON THE DRAWINGS AT THE SPECIFIED SPACINGS. 17. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS REPORT (SOILS ANALYSIS REPORT FROM REPRESENTATIVE ON-SITE SOIL SAMPLES -SEE SPECIFICATIONS) TO THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO ANY PLANTING WORK OR SOIL AMENDMENT INCORPORATION. THE RECOMMENDATIONS OF THE SOILS ANALYSIS REPORT FOR TOPSOIL AMENDMENT AND BACKFILL MIX AMENDMENT SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS. 18. CONTRACTOR SHALL COORDINATE PLANTING WORK WITH THE WORK OF OTHER TRADES AND PROFESSIONS. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE DURING THE COURSE OF CONSTRUCTION. 19. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF EXISTING PROPOSED UTILITIES WITHIN THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION. IMMEDIATELY CONTACT THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT IF A CONFLICT IS EVIDENT. 20. REMOVE ALL TYING MATERIALS, MARKING TAPES, AND NURSERY STAKES AT THE TIME OF PLANTING. 21. CONTRACTOR SHALL INSTALL MULCH PER MULCHING PLAN. 22. CONTRACTOR SHALL INSTALL EROSION CONTROL MATTING ON ALL SLOPES GREATER THAN TWO-TO-ONE (2:1) GRADIENT. 23. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AND OTHER IMPROVEMENTS WITHIN AND OUTSIDE THE LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGES INCURRED. 24. THE MAINTENANCE PERIOD SHALL BEGIN ONLY UPON WRITTEN ACCEPTANCE OF THE COMPLETED PLANTED AREAS BY THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. RrnSED: 5 15 2012 ~ 1-.. r --PRevW.O --~I PREVAJLINO /0--1 "') \ I ~ ~ < ;;;,. ~,.,_,~I ~-~ • I "''" ~ ~ ~ I ~:LV:~NAIL~P < µ.-~ TREE TIES MIN. (2 AT TOP " . 0 0 !: ~ ;. ;. C 0 w 0 0 " JRUIIKfW~ 1·-2""J\EJ,OVE flNISIIGWILJE 12"Ml/l.r["\ All SIDES , "-'--OF STAKE, OTHERS WHERE NECESSARY TO SUPPORT TREE). TIE IN FIGURE-8 FASHION. TREE STAKE. ALL STAKES CUT 6" BELOW BRANCH CANOPY 4" DIA. PEFORATED RIGID PVC PIPE WITH FILTER SOCK AND GRATE (TYP.), IN TWO PLACES. DO NOT FILL PIPE WITH GRAVEL. DRAINACE CHIMNEY, BACKFILL BELOW ROOTOALL WITH GRAVEL, SEE SPECS (TYP.) 12· TYP. 2X HOOTBALL WIDTH MIN. PLANTING TABLETS (PER SPECS) PLANTING BACKFILL (PER SPECS). BACKFILL AND COMPACT IN 8" LIFTS, PUDDLE AND SETTLE AFTER SETTING TREE. ROUGHEN SIDES AND BOTTOM OF PLANTING PIT UNDISTURBED SOIL TREE PLANTING AND STAKING WITH TWO DRAINAGE CHIMNEYS PER TREE SECTION MINIMUM PLANTING PIT SIZING 1 GAL. CONTAINER 5 GAL. CONTAINER 15 GAL. CONTAINER 18" DIAMETER 24" DIAMETER 30" DIAMETER ~-SHRUB COLLAR 1" ABOVE FINISH GRADE BARK MULCH PER SPECIFICATIONS 3" DEPTH WATERING BASIN BERM 12" MIN. FROM TRUNK SLOPE 1/4" I FT :,:•c-;; =I I I:::: -FINISH GRADE • \/ n-1 ROOTBALL ::{: "'llt'-----------PLANTING TABLET (TYP.) PER . ·., : SPECIFICATIONS , ·. ' r--..... _ _ _ ---PLANTING BACKFILL. . . ·--111 111:... ' BACKFILL AND COMPACT IN ' ,,_, ' 8" LIFTS (PUDDLE & SETTLE AFTER SETTING SHRUB). ---ROUGHEN SIDES AND BOTTOM OF PLANTING PIT ~--UNDISTURBED SOIL N.T.S. ® SHRUB PLANTING SECTION ROOT BARRIER SHALL BE INSTALLED ADJACENT TO HARDSCAPE ELEMENT @ ROOT BARRIER N.T.S. SECTION UPHILL SLOPE SHALL NOT EXCEED 1 :1 AND r --UPsLo~ ---, SHALL HAVE EROSION CONTROL FABRIC I ~ I I ~ I I \ _5)0WNSLOPE ___ ] ~GALVANIZED NAIL TYP. 4 TREE TIES MIN. (2@ TOP OF STAKE, OTHERS WHERE NECESSARY TO SUPPORT TREE). TIE IN FIGURE-8 FASHION. TREE STAKE-ALL STAKES CUT 6" BELOW BRANCH CANOPY 4" HIGH WATER BASIN LINE OF EXISTING SLOPE EROSION-CONTROL MA HING AJ:j!l/OR BARK MULCH (PER SPECS.) ~~fr'il!/f-BARK MULCH (PER SPECS.) 4" DIA PEFORATED RIGID PVC PIPE WITH FILTER SOCK AND GRATE (TYP.), IN TWO PLACES. DO NOT Fill PIPE WITH GRAVEL. PLANTING TABLETS (PER SPECS.) PLANTING BACKFILL (PER SPECS). BACKFILL AND COMPACT IN 8" LIFTS (PUDDLE & SETTLE AFTER SETTING TREE). ROUGHEN SIDES & BOTTOM OF PLANTING PIT f-UNDISTURBED SOIL ® TREE PLANTING AND STAKING B ON SLOPE SECTION MINIMUM PLANTING PIT WIDTHS 1 GAL. CONTAINER 5 GAL. CONTAINER 15 GAL. CONTAINER BERM FIRMLY COMPACTED, 12" MIN. AWAY FROM TRUNK ON ALL SIDES 18" DIAMETER 24" DIAMETER 30" DIAMETER --SHRUB ~-ROOT FLARE 1" ABOVE SURROUNDING FINISH GRADE ~-MULCH PER DRAWINGS AND SPECIFICATIONS UPHILL SLOPE SHALL NOT EXCEED 1:1 AND SHALL HAVE EROSION CONTROL FABRIC ® SHRUB PLANTING ON SLOPE INSTALL ROOT BARRIER TO All TREES WITHIN 5' OF CURB OR PAVING CURB, WALL, OR EDGE OF PAVING LIMITS OF ROOT BARRIER TO BE 10' FROM CENTER OF TREE ON EITHER SIDE \ ' INSTALL ROOT BARRIER ADJACENT TO CURB, WALL, OR EDGE OF P AVING ~ - . . PROPOSED TREE PLANTING AREA 0ROO T BARRIER ~=~, icA;;:\t, ~ ~~1\ ~,"\c \ ,. 0 C -:;;. --1 SJGNA11J"~"': • ;i(J1/!G : * < ·-••• tI~'f'~/ ' ~--. ~I~ \ /J,;-_ ......... Q~-.?:- t <or CAl\l \t.\..~~ N.T.S. SECTION ·a: .···.·1·•·: . -----· ... , . /.· I N.T.S. PLAN PLANTING /1\ DATE INITIAL Expiration Date:Q.Q.1.LJ5 DESIGNER OF WORK NOTE: PALMS TO BE PLANTED IN BACKFILL MIX OF 80% WASHED PLASTER SAND AND 20% PLANTING ~ !,f;;~~ MIX. SEE SPECIFICATIONS h'l:t::/t;1'-,-..,.,"'7C', I-=-~-PALM TRUNK TO BE PLUMB GRADE J " COLLAR 1 "-2" ABOVE FINISH TIE FRONDS WITH ~-BARK MULCH (PER SPECS.) BIODEGRADABLE JUTE TWINE 12" MINIMUM ALL SIDES--~ --4" DIA. PER FORA TED RIGID PVC PIPE WITH FILTER SOCK AND GRATE (TYP.), IN 2 PLACES. DO NOT Fill PIPE WITH GRAVEL. C\ PALM PLANTING AT GRADE N.T.S. ~1--------------------SE-cCccT-IO-N WHEN ADJACENT TO FENCE/WALL, BUT NOT PROPERTY LINE ------FENCE OR WALL . ~ SPREAD VINE OUT ON . -, FENCE OR WALL ' -~-REMOVE NURSERY sll'f//.-o'y STAKE AND TIES --SET ROOTBALL MIN. 8" FROM FENCE OR WALL --COLLAR 1" ABOVE FINISH GRADE BARK MULCH PER SPECIFICATIONS PLANTING TABLETS I PER SPECIFICATIONS 3" DEPTH <;c,t; WATERING BASIN ---lf';'~~w::;: .. ;~,:,,,';:,":!_.::"'f:.; • 11 :--FINISH GRADE ··a': ., :;;:: 1:=-PLANTING BACKFILL ?:.'iv/_/,,1///,I /:',.;'.;-'"• f BACKFILL AND COMPACT IN i; '\" ½ :<,'/'.:_.' ~ 8" LIFTS (PUDDLE & SETTLE _I __ 11I_wI __ III _ l:= AFTER SETTING SHRUB). = = = c '---ROUGHEN ALL 1-111 111=rrK SIDES AND BOTTOM " ,-i I J. OF PLANTING PIT -1 1-UNDISTURBED SOIL 2 X ROOTBALL MIN. NOTE: USE NYLON TIES OR EPOXY TABS TO ADHERE TO FENCE OR WALLS N.T.S. 0 VINE PLANTING SECTION PLANT (TYP.) 0 CD oN PLANS:. @ GD ' ' . . ' ... . . · . . ' .. I EQJAL I ,. .. .:; .... :. . . . . . PLANTER AREA •. HARQSC/1,PE/PAVING · .... : . .. 'I f- PLANT MATERIAL SPACING N.T.S. PLAN WHEN ADJACENT TO FENCE/WALL AND PROPERTY LINE SPREAD VINE OUT ON FENCE AND WALL ON BOTH SIDES OF FENCE _, ~&------~=-=-= WALL ;.i ~ c: ~ ~( .,,, WALL ~:J --"Ji ~ ~ C REMOVE NURSERY STAKE AND TIES --SET ROOTBALL MIN. 8" w FROM FENCE OR WALL ~ ~ --COLLAR 1" ABOVE 1;j ::, FINISH GRADE ai o BARK MULCH CJ I= PER SPECIFICATIONS ~ ai PLANTING TABLETS w CJ PER SPECIFICATIONS ~ ~ 3" DEPTH ~ ,.-~ . WATERING BASIN _J,,--1._pf¼:;:,/2,~c:;::;'i<;:c_?,.,.'l!i._.:~-: "-I },I _-P=-r---FINISH GRADE '·D •' •:'.', :,:; j=-PLANTING BACKFILL. :/s :.>\,'.-.'·•, -f BACKFILL AND COMPACT IN ~1'.2-111~='-w' :l~:_l\l'l~~L-!~~:;ssf'i4°ii~Es~~0~LE = = = 'I ~ ROUGHENALL I ·1 11 11 i=rrK SIDES AND BOTTOM " ,_, I ,. OF PLANTING PIT f---------UNDISTURBED SOIL 2 X ROOTBALL MIN. APPROVED FOR /RR/GA TIO/\! A/\/O PLA/\I Tl /\I G O/\/L Y, If\! CLUDINC PRECISE LOCA TIO/\/ OF PLA/\I TI/\/G AREA. "AS BUI LT" 0 Wimmer ::== ~ Yamada and RCE EXP. DATE -----------Caughey REVIEWED BY: NOTES AND DETAILS L,,uhqpc Archiccccu,o I EuviroJ1>11)cuul l'l.1nnin; Ju67 flfrh Avenue, Sm Dici:Q, CJ/ifomi.1 ;im.1J.)!10 r 619.LJ••·luo4 1619.,J1.06-10 www.wpc.com INSPECTOR DATE I S1EOT I CITY OF' C J.\R.LS BAD I SH115 I PLAN~IING DIVISION LANDSCAPE: IMPIWVEMENT PLANS F'OR 201 WALNUT TOWNHOMES APPROVED: rz~ ~~lL-fr l@,GCf-1+ PLANNING DWN BY: LE I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PC REVISION DESCRIPTION 0 fHER APPROVAL CIT'/ APPROVAL R\/WO BY: PC CT 12-03 483-1 L D -; p -- i -' ' I i - J ' T I ' ' ' • -' I u IRRIGATION CALCULATIONS ESTIMATED TOTAL WATER USE (ETWU) ETWU = (ETo)(0.62) x [(PF x HA)/IE] ETWU: Estimated Total Water Use ETo: Reference Evapotranspiration (Inches) [For Period Estimated] PF: Plant Factor (Kc) HA: Landscape Area (in Square Feet) .62: Conversion Factor (to gallons per square foot) IE: Irrigation Efficiency PROJECT SITE: TOTAL LANDSCAPE AREA: 9,357 SF AT CARLSBAD, CA IN CIMIS ET ZONE 4 (40" Annual ETo) TOTAL LANDSCAPE AREA: 9,357 SF •• 6,831 SF of medium use, ornamental plantings on drip •• 2,526 SF of non-irrigated, mulch only landscape area PLANT FACTORS Turf Grass: Moderate Shrubs: Low Native Plants: .7 .5 .2 IRRIGATION EFFICIENCY Spray Heads .6 Rotors .7 Drip .8 LANDSCAPE AREA DESIGN CASE CALCULATION ETWU = (ETo)(0.62) x [(PF x HA)/IE] MEDIUM WATER USE: (ON DRIP) 40 X .62 X (.5 X 6,831 )/.8 = 105,880.5 GAL. DRIP MEDIUM WATER USE ETWU = 105,880.5 GAL. NON-IRRIGATED LANDSCAPE: 2,526 SF = 0 GAL. LANDSCAPE AREA Total ETWU = 105,880.5 GAL/ YEAR TOTALETWU = 105,880.5 GALLONS / YEAR C: DRAV!lNG Fil.ES TITLE SHEETS Cl.58-IP.D\\I, RE"1SED: 5 15 2012 MAXIMUM APPLIED WATER ALLOWANCE MAWA = (ETo)(0.62)(0.7 x LA) ETo: Reference Evapotranpiration (Inches) [For Period Estimated] 0.7: ET Adjustment Factor LA: Landscape Area 0.62 Conversion Factor (to gallons per square foot) PROJECT SITE: TOTAL LANDSCAPE AREA: 9,357 SF AT CARLSBAD, CA IN CIMIS ET ZONE 4 (40" Annual ETo) MAWA = (ETo) (0.62)(0.7 x 9,357) MAWA = 40 x 0.62 X (0.7 x 9,357) MAWA = 162,438 GALLONS/YEAR FOR THE PROJECT: ETWU < MAWA BY 56,557.5 GALLONS/ YEAR AVERAGE WEEKLY RUN TIMES FOR IRRIGATION STATIONS STATION NUMBER TOTAL AREA HEAD TYPE A-1-5 6,080 SF DRIP B,D,E,F,G,H,J,K,L,M-1 460 SF DRIP C-1 103 SF DRIP 1-1 61 SF DRIP N-1 127 SF DRIP HYDROZONE1 PLANTING WATER NEEDS MODERATE HYDROZONE2 PLANTING WATER NEEDS MODERATE HYDROZONE 3 PLANTING WATER NEEDS MODERATE HYDROZONE4 PLANTING WATER NEEDS MODERATE HYDROZONE 5 PLANTING WATER NEEDS MODERATE w HYDROZONE 6 PLANTING WATER NEEDS MODERATE HYDROZONE 7 PLANTING WATER NEEDS MODERATE HYDROZONE 8 PLANTING WATER NEEDS MODERATE HYDROZONE 9 PLANTING WATER NEEDS MODERATE HYDROZONE10 PLANTING WATER NEEDS MODERATE HYDROZONE11 PLANTING WATER NEEDS MODERATE HYDROZONE12 PLANTING WATER NEEDS MODERATE HYDROZONE13 PLANTING WATER NEEDS MODERATE HYDROZONE14 PLANTING WATER NEEDS MODERATE HYDROZONE15 PLANTING WATER NEEDS MODERATE HYDROZO NE16 PLANTING WAT ER NEEDS MODERATE HYDROZO NE17 PLANTING WAT ER NEEDS MEDIUM HYDROZO NE18 PLANTING WAT ER NEEDS MODERATE AVG. WEEKLY RUN TIME 110 MINUTES 70 MINUTES 240 MINUTES 300 MINUTES 118 MINUTES IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP AREA % OF TOTAL 1268 SF 19 AREA % OF TOTAL 1596 SF 23 AREA % OF TOTAL 1229 SF 18 AREA % OF TOTAL 960 SF 14 AREA % OF TOTAL 1027SF 15 AREA % OF TOTAL 34 SF .3 AREA % OF TOTAL 103 SF 2 AREA % OF TOTAL 21 SF .3 AREA % OF TOTAL 24 SF .3 AREA % OF TOTAL 29 SF .3 AREA % OF TOTAL 23 SF .3 AREA % OF TOTAL 26 SF .3 AREA % OF TOTAL 61 SF .3 AREA 43 SF AREA 117 SF AREA 117 SF AREA 27 SF AREA 127 SF % OF TOTAL .3 % OF TOTAL 2 % OF TOTAL 2 % OF TOTAL .3 % OF TOTAL 2 WATER USE PLAN LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED WATER USE REDUCTION MEASURES: 1. SMART CONTROLLER FOR PRECISE IRRIGATION NEEDS. 2. SOLAR/RAIN SENSOR TO TURN IRRIGATION OFF IN INSTANCE OF RAIN. 3. DRIP IRRIGATION FOR DIRECT IRRIGATION TO SOIL. 4. FLOW SENSOR AND MASTER VALVE TO TURN OFF IRRIGATION IN CASE OF IRRIGATION LINE BUST. 5. 3" DEPTH OF MULCH FOR SOIL TEMPERATURE REGULATION. WATER USE NOTES: 1. ALL IRRIGATION FOR SITE WILL BE POTABLE. THERE ARE NO PLANS FOR FUTURE EXPANSION TO RECYCLED WATER. 2. THERE ARE NO PROPOSED TURF AREAS. 3. ALL IRRIGATION WILL BE DRIP. 4. AN ET-BASED SMART CONTROLLER IS UTILIZED FOR THE COMMON AREAS TO REDUCE WATER CONSUMPTION. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. DATE: REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION ~ MODERATE WATER USE LANDSCAPE AREA 20 10 0 20 40 --- GRAPHIC SCALE 1"cc 20'-0" APPROVED FOR /RR/GA TION AND PLANT/1\JG ONLY, INCLUD/1\JG PRECISE LOCA TIO/\/ OF PLA/\ITI/\/G AREA. Wimmer :=:===:==----~-._ Yamada :::: ~ and -RCE __ _ ------=-:.:,__-Caughey Lau1hc~l'C .Arclih~c1euc I Enviroumcuul l'l~1u1ing Jul>7 Fifi!, ,\venue, S.1J1 l)i~go, C,liforni~ :UWJ.Jl·\O T 61~.LJL.,!<><>4 l 61;1.LJ1.06.1u www.wy-.ic-.com REVIEWED BY: INSPECTOR "AS BUILT" EXP. __ _ DATE DATE 60 /1\ I Sr11E1ET I CITY OF' CAI~LSBAD I SHE1E1Ts I 1----+----t--------------+-----+--->---+---• PLANNING DIVISION ---t----1 t-------t-----t--------------+----f----f---t---1 LAN DSC APE: IMPROVEMENT PLANS [''0 R: 201 WALNUT TOWNHOMES APPROVED tt__:JJ ~L\-G?1t ,~ ''1. ( + PLANNING RE\/1S10~1 DESCRIPTION DWN BY: ,, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: pr: CT 12-03 483-1 L 0 IHER APPROVAL CITY APPROVAL RVWD BY: PC 1