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DWG 322-1L; CT 88-03; ARROYO LA COSTA VILLAGE I; 01-65
1. 2. 3. 4. 5. 6. 7. 9. 10. 11. 12. 13. 14. 15. 16 17. 18. * 19. 20 21. * 22. '1'-23. RECLAIMED WATER NOTES WAT<:12.. s)',9,flc':'M 0H,"-l-L-&"NF<"'~ T"" ir-11'= l"'Ut.ES Af-JP l<~Lli.-ATl=>-ls 'f'<"f"-. f<&<>'-AIM5'D Al-lP N"'N-P"'TA~'-E """'"',,.. sia.11>-._,.,.,,. =F ,1-1..-vlT-( OF CAf"I.-S&:J/1,D. ALL PUBLIC FACILITIES SUCH AS COMFORT ST AT IONS, DRINKING FOUNTAINS. ETC, SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO ~UN-OFF, OR OVER-SPRAY IS PERMITTED. HOS~ STRICTLY PROHIBITED. ON SITE CROSS-CONNECTION BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER Ti-1Ja. ctf( Of' ~D RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10 00 PM AND 6:00 A.M. THE FOLLOWING MORNING !SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). PROVIDE AT LEAST 18" OF COVER OVER ALL WIRING AND PIPING. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION. THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION. WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREETS, AND PRIVATE LOTS, METERS SHALL BE sIzED BYS THE c,rf( OFCAf!l...'5fA.P ALL IRRIGATION PIPE SHALt{BE STENCILED LO DED !PURPLE) AND LAID WITH WARNING TAPE PER THE CIT'( OF· CAF\--P RULES AND REGULATIONS. ALL POTABLE WATER AMD RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCH. If A cot'?,,1AN[" fff.4,[Jf'E fELlAIKED J..JATEF-LINE f1Li'-,T E£ INSTAL.j__£.p .Afil\/'f. A ~L& W,:\TEf', L-JN~ Cf U"h 11-W-J f'2'11;:Eloi,.L A fb120L-E. ~ ;..iNE.) l11i;:,~ 18E !2E.ct.Air,.f,-b t..lATE--F-LINE' SHALL Jc,E. 1 N"7TALLW WTfl-tlN A f'FbT!=Cnvlcc <'cl£Ev'E, TltE'. c:.,!_£_E'fE-e,,llALI-EXTEND 101 FFON EAc.+-j 0/t,E.1 PFOM CENTEf'-Lll'-{E uf' ft7f"Ae,J.£. F?~ AT01ALOf ;;'0Pf'£T'. . A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND Rl:CLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES THE POTABLE UNl MUST BE INSTALLED ABOVE THE RECLAIMED LINE. C,Oi'!<",-TJ,-NT Pf2{Y',,Ul2E fEQ.AJMED WA-71:)2. UNe.s-01-lAU.. GRXh AT 1..£),?.,T f'.2- IN01-Jt:,<, l:'fl_Ci._[ ~BLE. W~UNFh AND 0H,\.LL MA!t-W>,IN AT 1...E,A.,0T A fl INCT!-~ING 4:PAAATION ffil..Jet:.t-1 tJ:nune?,,. DEV~LOPf.R/CONTRACTOR SHALL COND;JJ;iT~ A -TION TEST AND COVERAGE TEST AS DIRECTED BY C-IT-( OF '-""r"'I-~ ENGINEER AND/OR THE SAN DIEGO COUNTY DEPAR-:(MENT OF)~EAL TH SERVICES PRIOR TO ANY USE OF RECLAIMED WATE . ~_,.......,'-...J~''--'-.JJZ_0, QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING, A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON NO. 7645. WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD NO. 44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. D. THE COVER SHALL BE PERMANENTLY A TT ACHED TO THE QUICK- COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL. LOCKING COVERS ARE REQUIRED. INSPECTING PARTY THE DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THfSE PLANS. THE ON-SITE USER/SUPERVISOR SHALL BE DESIGN A TED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER COPIES OF THE DESIGNATION. WITH CONTACT PHONE NUMBRERS SHALL B R OVIDED G cou,~N!ITJY~~v----v~-- DEPARTMENT OF HEAL TH SERVICES AND 1HE!. 61"('-f tJF CAFI-~. 'TIM o' §r!!..A,::,)f IN CASE OF EMERGENCY CONT ACT {6!'1) "/,l'J-:>70/ SIGNAGE NOTES FUTURE RECLAIMED WATER SYSTEM (PRIVATE) LANDSCAPE ARCHITECTURAL PLANS FOR: . 1 • SHEET INDEX THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE 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. 2. 3. 4. 5 6. 7. 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 QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF. POOLING, AND PONDING THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (IE. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPARY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS. PRIVATE PATLOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND 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. EDUCATE ALL MAINTENA~CE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE IN THE LANDSCAPE INDUSTRY. IT IS IMPORTANT THAT THIS IMFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE 01'-IT ILITIES UGH CHANGES MUST BE SUBMITTED TO, AND APPROVED C-1 '--( EN<S',1/.IE'e/2--AND DESIGNATED IN ACCORDANCE WITH c..ir,-' ST AND ARDS. AL AIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "RECLAiMED WATER USED FOR IRRIGATION" IMPRINTED ON ONE SIDE, AND "ADVISO • AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: :~~LLA':~) ' : ----0 I'-0 I ~N ""i E. R LE.\/1' I I I &i> -I I I I I LilD. ~- ' \ ·~·1- 1 I I \ \ \ \ \ \ \ 7 I I I I ,. - LOCATION MAP ~ SCALE: 1 "= 300' +-If-+ IRRIGATION MAIN-POTABLE IIJ POINT OF CONNECTION~ POTABLE A "DO NOT DRINK" SIGN 181 ► ~ ---- POINT OF CONNECTION -RECLAIMED BALL VALVE INDICATES IRRIGATION SHEET NUMBER INDICATES PLANTING SHEET NUMBER IRRIGATION MAIN-RECLAIMED WATER 1 2 3 4-7 8 9-30 31-33 34-35 36-57 58 59 60-62 63-65 TITLE SHEET IRRIGATION NOTES IRRIGATION LEGEND IRRIGATION SPECIFICATIONS MASTER CONTROLLER PLAN IRRIGATION PLANS IRRIGATION DETAILS PLANTING SPECIFICATIONS & LEGEND PLANTING PLANS PLANTING DETAILS & NOTES DRAINAGE PLAN CONSTRUCTION PLANS CONSTRUCTION DETAILS P-"' 1:>Ul.-1 N=·n,~, Al-L-lv1A1N1.--INt;;;. .lr Wlr,;<.l'c" ('2..LJ!--js Af22 I I "BT FAl&-<-HT -FJ2L->M VAIA/~ 1o vA1.--vE" UI-..ILt'c-,s.S OTt-l-J;::!2.,,,,v1,:;e £ "-JCTeD. 1--IN~.,; A~ri=-f>J>..f.V,,/...t..st..-1<> VYALLb, \NAW<-S, £==Tb- RANCHO SANTA FE ROAD \!' LA COSTA 0 'i MEADOWS DRIVE ~ 0 i's\.."" ?;, MELROSE FOR MAINLINE CONNECTION r-AVENUE SEE CALLE BARCELONA STREETSCAPE AND SLOPES 1. 2. 3. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR I / PLANS, SHEET 8, DWG#323-8L LA COSTA QUESTHAVEN 8. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER HEADS II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL USING THE EQUIPMENT. I I I I 1. /TI'\ '@/ INSPECTION PROCEDURES APF~AL OF "THESE? FL.At-ls par,,. CON<&Tf'UC.TI""'µ "'FA i:1.E,C-L,..A I H E=CO v,i ATER-. S'f">TEM, AS Ev •DEN c.ia,c, ia,,y Tl-IE:, S i;;;tVA,Ul"E5 CITY CONSTRUCTION INSPECTION SHALL INCLUDE: "'F' m;;a Ac,n.ioP-l...s<=> 1<.E'r""'-~"'"'NTAT1 v.ss °F r>-1,;, c1TY =F j A. B C. D E. F. G LODA TION OF PIPE LINES TRENCH DEPTH. REQUIRED SEPARATION IHORIZONTALL Y AND VERTICALL YI. PIPE IDENTIFICATION. POINTS OF CONNECTION IPOC'Sl. LODA TION AND IDENTIFICATION OF SPRINKLER HEADS. vAF'-(..Se>AO (,err)'), 71-liai ,;;A""'--"'"'"'D MUi-.I"-IF'"Al,.. wA-raµ.. Dl<;;-"f...,<T C "'-MWt>) Al-10 ,;-IE e>I-/VE<HHA/J,./ MWN161f',....___ VVA-f!Sef'-, D1<!>TF<l~T (e>MW,;;>.), Wl1H1N 7''"'E e>M.<NPA"'-IE€> """' 7"HE' 'A_,,., L-A "'-"""'"fA'' sue.o,v,-.,,,,.,J ( ,:;, =-~) Al-.!!? AD:1".A,,,BNT PUll'>L.I&-,ec,.,,,..t:, F'-l""J.iT-DF" W,>.'fS /.J 1=i <",E"" 5 A r.,.y F"' rz,. "'fH/aa' """'N "'rRl.,"'11,,/...J "'f' "'fH le' fc" "'°W'-1 MSC WA -rrc,,.__ :,, y.,_,E'l'-,1, WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED F R CONSTRUCTION). !,./JALc.. N"'1 f!>li" c>l"'E<'MEi'b Tc ~ A W,'.1vea;iz_Jrr AC:4' U IE<>""'= N Soa', Co N 5e NT; ,, AN APPROVAL LETTER REGAR~---~yll(seec;:I:(ON OF THE PROJECT SHALL A= ia,p;-AN"'e: o;e. t:>=t""•"'N .LJn I I ...J I w a: 0 z :i: .,; 0 BE OBTAINED FROM THE CITY F AP AND BE FORWARDED TO THE COUNTY HEAL TH DEPART NAL INSPECTION APPROVAL. C<>t-JCEiF'-1-JII-J&-f T+!i;:! A1Jjr+,:>r;a.1,j' "'/'<.. qQ,7 I"'. l<"ff•lT op-,He =1Ty, c-/vlwD ..,I"'-\1-="<:f"--==,---'rl e> MWt:> jo =,:Z.v!'= />-~L--A I M<=P WA11:eR-- A. 8. C. D. E. F. G. FINAL INSPECTION SHALL INCLUDE: COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE, A COMPLETE INSPECTION WHICH SHOULD COVER PART A AND PART B OF THE colT'( FINAL INSPECTION. II WIT+t IN ill!= f;!=uNbA21e'> op" Af"-l"df P /..A "'°"''TAJ GIT'r, ,,;cMW.t:>, A/UD .-.;,,,uo I-IA\/6 .Af'/'"~Vf';D 71,-1~1!? f"/.-AIJ'S <=-t>L.ELf P"'l'L 7)--IE PU_,.,,E "'F' A t./..<9W' "'"' FI l"'-D!oTlS'>JE'!/ <..A ~A ASS~IATE;s. "T'~ f"~.;:,e..ee-t> W~-r-1-:1 "THe-- f'E<''-",._p .... -n.,,h.l "'f' -rHec /"'JNP..L IV\Af""' F<>P-- " A,ziu>Vo I.A ~A11 Al.ID G<>IV<i.S.,,uENTLY n-1~ G<>"-'" T"'-li"'T' "'N oF THc f.~c:..LA I M'!'=D WA T,a.,,.._ ,a.~ M CIT'( C?F'. D ,!>]'• ---1!...7'"-t' ~~~~~~-- c>l.lV~HAI/.J --.... _ ✓ DECLARATION OF RESPONSIBL£CHARGE, I I ~ ~ 6 e, 7'l ,,--,,. ec, 8' ICF.i t ® ® 8 9 VISTA HAPARRAL CORTE !ORO @ 1 f¾7 b7 re re ffl w 62- qo 0 (7/ 0 < if) a: ---· VIA HOJA V!LI-A(JES o-,= LA c'.os-rA 5Du-rH wesT, LL,<:-.. 4$o P.> ~T/<.'861 , SUITE 62.D, SA:N PIEG,o I CA qz/0 / AVENUE ROAD LEVANTE RD. CALLE DE FUENTE pl C) ~ z OLIVENHAIN 0 ROAD RANCHO SANTA FE J ROAD ENCINITAS BLVD. .VICINITY MAP ~ --~=---.. N. T. S. • APPROVED FOR PLANTIN AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. OR AFTER HOURS CONTACT (NAME) TIM o'C,llAc>Y I HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSlSTENT WITH CURRENT STANDAR'.::'.D~S-'......,---.,Y---..----X. BASIS OF BEARINGS PROJECT OWNERS: FIEL9STONE / LA COSTA ASSOC., LTD. CARLSBAD MUNICIPAL WATER DISTRICT WA lf.R WORKS APPROVAL: "AS BUILT" ~4tf / 4a,,U. (PHONE) C G1',) 144--8 515' ITEMS NO. 8, 19 & 23 SHAL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAJM!!l>-....A, WATER. ITEM~W."2-ft,;,THE SIGNAGE PLAN, SHALL BE PART OF THIS I.P. BUT THE SIGNS AND TAGS SHALL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. I~.,., ___ ,8 • .....,.-----•--11 DO HOT ORHC. WARNING, REIUIIIED WATER T' . 18" •=,;,~"""\' 1 .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. TYPICAL SIGNS PURPLE LOGO · • PURPLE LETTERS ITYP.I WHITE BACKGROUND 2· PURPLE LETTERS A S,JqNA"jG" .?L-AN JND1c'.ATtN'7 ,;.1~ lJ$= ~ RE<:-t-A,Nl-e'D ,,VATE'P---5HAI..I.. 1.3;,; 5LJl5MlTTE?"O T~·-rJ--1·~ c 0 UNTY ~p $,AN Otf='~,:::,.,. PEPAf2.7Mt::l\,/j G!IF Hi.P.AL..T'l----1 SC/'2-Vlr;..1?5 FoF?-APf"IZ=UAJ---. !""'l<>J'Z... 7'o t/lJSTA'--'--AT/.o,v. ao G illcspie • DeLorenzo ASLA & Associates, Inc. Land Planning. San Dit:go, Ci. .. 92108 Date Job No 91-100-1 Scale: N f S. D,aum S.M. Proj. Mngr.: JH Reviewed By; I UNDERSTAND THAT THE CHECK'OF PROJEC DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD' ..vvo <,AN 01~¥ COUNTY DEPARTMENT OF HEALTH SERVICE IS CO FINE TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS L S D DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. DATE: 71111) ?'Z-- 1 REGISTRATION NUMBER: ~/.~7 ... 8,,,.!i~--EXP. DATE: THE BASIS FOR THIS PLAN IS A PORTION OF THE NORTHERLY BOUNDARY OF CARLSBAD TRACT NO. 73-18 AS SHOWN ON MAP NO. 8258, i.e. N 87 30'15" E BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: REFERENCE: EL' CAMINO REAL ANO OLIVENHAIN ROAD STANDARD COUNTY MlO CENTERLINE MONUMENT 79. 716 FEET U.S.G.S. M.S.L DATUM (;OUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 CONTROL POINT DESIGNATION: 81+72 INT. CAL. COORDINATE INDEX 326-1'139 (NAD 27) c.~LIFOmJIA Lll,IITEl'l PARTNERS! IIP P.O. BOX 9088 2€ie CARLSBAD, Gi6,UFOR~jl/\ 92009 APPROVED: /ic.. .. f:..:C ____ _ ENGINEERING PLANCHECKER /2,£~ BOB COATES: DISlRICT ENGINEER RCE: 19928 .8.LJ_/fL ,, riATE TITI.E ' • ~. REVIEWED BY: Revisions: must be af:>p~~ved by P1,1blic Heolth Engineer, C)!.r.,.E~~-~~M", &: District Engineer prior to impl,!mentotlon in fl<!!ld ~ I CTIYPL2~G ~~BAD OTHER APPROVAL CITY APPROVAL -~~~---1 TITLE SHEET FOR• ARROYO LA COST A VILLAGE I DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION D'Mol'. BY: ___ _ CHKD BY; ___ _ RVWD BY: PROJECT NO. CT-88-3-1 DRAll'NG NO. 322-1L --~...,,=-,......1,~...,,,,..,,,.. ..... .,z.....,.Q.= .... =-.,J;;;.....::,;;::,-~--,...,....J.::.::::;;;;:::::::::..;:::::;.:;;;;;::..::;;;:::..;::::,....:::...:.....:. _____________________________________________________________________________________________________ ....,,..._ .... ______________________ _,, CMWD 92-307 I "' \; -' t • • , C • ' INSTALLATION, BOND RELEASE, AND MAINTENANCE REQUIREMENTS INSTALLATION SLOPE REVEGETATION/EROSION CONTROL CONSTRUCTION SCHEDULE PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE ANO/OR EXHIBIT OUTLINING THE TIME OF THE SLOPE PLANTING ANO IRRIGATION. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES, IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE• STANDING, RETAINING ANO CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. IRRIGATION INSTALLATION OF IRRIGATION AS SHOWN ON'fHE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING PLANTING ANO IRRIGATION FOR THE AREAS UNDER "IRRIGATION" ABOVE SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRf;llGATION INSTALLATION FIRST COMMENCES. LETTER OF CERTIFICATION (INSTALLATION) THE LICENSED LANDSCAPE ARCHITECT OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE 'WITH THE APPROVED PLANS AND SPECIFICATIONS. A. PRIOR TO GRANTING A PERMIT OF OCCUPANCY ON PRIVATE DEVELOPMENTS, OR B. PRIOR TO APPROVAL OF CITY OF WORK DONE ON PUBLIC PROPERTY THAT WILL BE MAINTAINED BY CITY FORCES AND PRIOR TO THE REQUIRED MAINTENANCE PERIOD AS DESCRIBED IN SECTION B,3•1, MAINTENANCE !PUBLIC AND PRIVATE PROJECTS) CONDITION OF LANDSCAPES ALL PLANTING AREAS SHALL BE MAINTAINED IN A HEALTHY AND THRIVING CONDITION. CULTIVATION AND WATERING ALL PLANTED AREAS SHALL BE MAINTAINED IN A RELATIVELY WEED· FREE CONDITION AND CLEAR OF UNDERGROWTH WHICH MAY CAUSE UNDUE FIRE HAZARDS. PLANTING MUST BE FERTILIZED ANO WATERED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT , EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEALTHY PLANT GROWTli. REPLANTING ALL TREES, SHRUBS, GROUNDCOVERS, AND OTHER PLANT MATERIAL WHICH HAVE BEEN PLANTED AND WHICH, DUE TO ACCIDENT, DAMAGE, DISEASE, OR OTHER CAUSE. FAIL TO SHOW A HEALTHY GROWTH, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL CONFORM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PLANTING INSTALLATION. CHANGES TO THE APPROVED LANDSCAPE PROJECTS THAT REQUIRED APPROVED LANDSCAPE PLANS MUST MAINTAIN THE LANDSCAPE IN A MANNER IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN. ANY CHANGES TO THE APPROVED LANDSCAPES AFTER INSTALLATION MUST BE APPROVED BY THE CITY IN ADVANCE. RELEASE OF BONDS LETTER OF CERTIFICATION (RELEASE OF BONDS) PRIOR TO RELEASE OF BONDS, THE LICENSED DESIGNER OF RECORD ON THE PROJECT SHALL SUBMIT A LETTER TO THE CITY ENGINEER CERTIFYING THAT HE OR SHE HAS INSPECTED THE WORK AND THAT THE PROJECT COMPLIES WITH THE FOLLOWING CONDITIONS: A. HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. B. IS GROWING IN A HEAL THY AND THRIVING CONDITION. C. D. ALL PLANTINGS REQUIRED UNDER SECTION IV E OF THIS MANUAL HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL THERE IS NO EVIDENCE OF EXCESSIVE RUNOFF FROM THE IRRIGATION SYSTEM CAUSING A SOIL EROSION PROBLEM. AS•BUILTS PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. AS,BUILT PLANS FOR AREAS TO BE EVENTUALLY MAINTAINED BY CITY FORCES SHALL BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. • • 1. (rHa&E= 2. 3. 4. 5. 6. 7. 8. 9. 10. GENERAL NOTES THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619-438•1161, EXT, 4221) 7:Z. f:bc,iz.s, WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE C-IT·( Of.~. ALL REDUCED PRESSURE BACKFLOW PREVENTER$ SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTERS. CALL 438-0218 FOR A LIST Ol"c-rf,' APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CITY DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK STREET. OMIT THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING AND PLUMBING _, PERMITS PRIOR TO COMMENCING WALL CONSTRUCTION AND IRRIGATION INSTAL TION, RESPECTIVELY. I IRRIGATION SYSTEMS FOR SIN E F IL Y LOTS SHALL HAVE POINTS OF CONNECTION FOR THE '{; M BETWEEN THE WATER METER AND WATER SERVICE RIS TO BUILDING AND AHEAD OF ANY WATER REGULATING DEVICE INSTALLED FOR BUILDING. ALL AREAS GRADED FLATTER THAN 6:1 REQUIRE A HYDROSEEDED COVER CROP IF THEY ARE NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, ARE A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY, OR ARE IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREA$ TO THE PUBLIC. AREAS TO BE HYOROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SEE SHEET 35 FOR MIX. BRUSH CLEARANCE SHALL BE MAINTAINED ACCORDING TO THE SPECIFICATIONS CONTAINED IN THE CITY OF CARLSBAD LANDSCAPE GUIDELINES MANUAL. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3·1 OF THE CITY OF CARLSBAD LANDSCAPE GUIDELINE$ MANUAL JUTE MESH SHALL BE REQUIRED ON SLOPES.WHEN PLANTING OCCURS BETWEEN AUGUST 15 ANO APRIL 15. TYPE OF JUTE MESH AND INSTALLATION METHOD MUST BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. 11. ALL NON-TURF PLANTING AREAS FLATTER THAN 3:1 SHALL RECEIVE 3• OF BARK MULCH WITH THE EXCEPTION OF NON- IRRIGATED HYDR0$EEO AREAS. ' . . 1. 2. 3. 4. 5. 6. 7. 8, 1. 2. 3. 4. 5. IRRIGATION NOTES IRRIGATION PLAN IS DIAGRAMMATIC. ALL EQUIPMENT, SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT ANO INSTALLATION. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 80 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. SLEEVE$ FOR RECLAIMED LINES TO BE 'ALERTLINE'. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS AND PROVIDE PRESSURE COMPENSATING DEVICES, NOZZLES AND HEAD ARCS NECESSARY TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS AND DRIVES. THE CONTRACTOR SHALL RETAIN AND PAY FOR ALL NECESSARY CERTIFICATIONS AND PERMITS FOR ALL BACKFLOW PREVENTION DEVICES AND IRRIGATION WATER METERS AS REQUIRED. ALL UNSIZED LATERAL LINE END RUNS SHALL BE 3/4". ALL SHRUB RISERS LOCATED IN INDIVIDUAL LOT OWNERSHIP (SYSTEM CONTROLLED BY MANUAL OR ANTI-SIPHON VALVES) SHALL NOT BE INSTALLED WITH PRESSURE COMPENSATING RISER INSTALL CHECK VALVES WHERE REQUIRED TO PREVENT LOW HEAD DRAINAGE. THE CONTACTOR SHALL INSTALL MOISTURE SENSORS FOR EACH CONTROLLER IN LOCATIONS FOR TYPICAL SENSING; TOP, MIDDLE AND BOTTOM OF SLOPE, SHRUB AREAS, TURF AREAS AND DRIP SYSTEMS. ALL VALVES SHALL BE SLAVED TO THESE TYPICAL AREAS. BACKFLOW PREVENTION NOTES THE BACKFLOW ASSEMBLY MUST BE INSTALLED A MINIMUM OF SIX INCHES AND NOT TO EXCEED A MAXIMUM OF TWO FEET FROM THE METER EXCEPT WHERE THIS WOULD REQUIRE THE BACKFLOW ASSEMBLY TO BE INSTALLED IN THE PUBLIC RIGHT-OF-WAY, IN WHICH CASE THE BACKFLOW ASSEMBLY MUST BE INSTALLED A MAXIMUM OF TWO FEET INSIDE THE PROPERTY ·LINE. THE BACKFLOW ASSEMBLY MAY NQI, UNDER ANY CIRCUMSTANCES, BE INSTALLED IN THE PUBLIC RIGHT OF WAY. TYPE K HARD OR TYPE L HARD COPPER OR BRASS PIPE WITH SOLDER JOINTS OR THREADED FITTINGS MUST BE USED BETWEEN THE METER AND THE. BACKFLOW ASSEMBLY. PRECEDING THE NUMBER ONE SHUTOFF VALVE, CONNECTION MUST BE ,MADE WITH A COPPER OR BRASS 90 DEGREE ELBOW. SHUT OFF VALVE MAY BE FOLLOWED BY A COPPER OR BRASS NIPPLE AND/OR A BRASS UNION. RISER MUST BE OF SUFFICIENT LENGTH THAT THE BOTTOM OF THE BACKFLOW ASSEMBLY IS TWELVE INCHES TO THIRTY-SIX INCHES ABOVE GRADE IN AN AREA NOT SUBJECT TO FLOODING. IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OF 4:1 OR GREATER, A TWO FOOT HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. THERE MUST BE A MINIMUM TWO FOOT HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ONLY THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT~~l:\~::JI;~~ ~~(P'BE USED ON WATER SERVICES WITHIN HE e, :P - GD Gillespie•· DeLorenzo ~-- ASLA & Associates, Inc. Land Planning, ----- Lo.ndscQPe Archit.ecture: 161S MwrayC111;y,;mRoa.d,ST'EH900 &zn DU:go, CA 9210~ (619) 2()5.$115 FAX (619) :197-2354 Dai, Scale Drawr,. APP~Ovt:O: ~ i:~ (HCIHtf~IHC l'\.IJ<CH(CKO 12·~/.''l'Z-Pi--/1\ 11/. ---~ ' DA TE INITIAL . '5,c? Z/tz... DAT( ~ I c-T ,:;,'--/,'/N6e" [PfCIH[(III 0, -· REVISION DESCRIPTION MAINTENANCE AND OPERATIONAL IRRIGATION NOTES . TT IS THE OWNER'S RESPONSIBILllY TO SUPPLY THESE PLANS WITH THE FOLLOWING NOTES AND SPECIFICATIONS ALONG WITH CONTRACTOR DRAWN "AS-BUil T" PLANS TO ANY AND ALL FUTURE OWNERS, MAINTENANCE COMPANIES AND HOMEOWNERS ASSOCIATIONS. 1 THE PURPOSE OF THIS SPRINKLER SYSTEM IS TO PROVIDE ONLY SUFRCIENT WATER • TO MAINTAIN PLANT LIFE DURING DRY WEATI-IER CONDITIONS OR SUMMER SEASOOS. TIME CLOCKS SHALL BE READJUSTED CONTINUOUSLY THROUGHOUT THE SEASON, ON A DAILY BASIS IF NECESSARY, TO PROVIDE WATER ONLY WHEN THE SOIL IS DRY AT A DEPTH OF 4" THE FIRST INITIAL GROWING SEASON AND 6" THE FOLLOWING YEARS IF THE GROUND IS MOIST EITHER AT THE SURFACE OR A DEPTH OF 4" (OURING THE FIRST YEAR AFTER INITIAL PLANT ESTABLISHMENT) OR IS MOIST AT A DEPTH OF s• THEREAFTER, SHUT THE TIME CLOCKS OFF AND 00 NOT APPLY ADDITIONAL WATER UNTIL SOIL HAS BEEN ALLOWED TO ORY. READJUST TIME CLOCK PRIOR TO TURNING VALVES BACK ON. IF RAIN IS FORECAST OR IS IMMINENT, ALL IRRIGATION SYSTEMS SHALL BE SHUT-OFF AND NOT REACTIVATED UNTIL THE SOIL HAS DRIED TO THE ABOVE DEPTHS. · 2. IF ANY SUBSURFACE DRAINAGE, OR RUN-OFF IS VISIBLE AT LOW AREAS OR ACROSS SIDEWALKS, IMMEDIATELY SHUT THE VALVES OFF TO ALLOW TI-IE AREA TO COMPLETELY DRY OUT. IF THIS CONDITION CONTINUES AFTER SUBSEQUENT WATERING, A QUALIFIED GEOLOGIST OR GEOTECHNICAL ENGINEER M1JSI BE RETAINED TO PROVIDE RECOMMENDATIONS TO ELIMINATE SUBSURFACE WATER OR DRAINAGE PROBLEMS. IF DURING NORMAL IRRIGATION, PONDING TAKES PlACE ON ANY LANDSCAPE AREA, DRIVES, PARKING AREAS OR ANY OTHER AREA, THE IRRIGATION SYSTEM SHALL BE IMMEDIATELY SHUT-OFF AND A LICENSED CIVIL ENGINEER SHALL BE IMMEDIATELY CONTACTED TO PROVIDE RECOMMENDATIONS FOR POSITIVE AND PROPER DRAINAGE. 3. INSPECTIONS OF IRRIGATION SYSTEM SHALL BE MTAODTEHOENFOALLDAIOWILYNBGASIS TO OBSERVE ANO PROVIDE REPAIRS OR REMEDIES UNACCEPTABLE PROBLEMS: A. OVER-SPRAY ON SIDEWALKS, STREETS, PAVCETDURAERSEAS, FENCES, PARKING AREAS, WALLS, BUILDINGS OR OTHER STRU , B. DRAINAGE oR AUN-OFF AcRoss s1DEWALKs6;A ti'~1iii!l~~~ONTAOLLERs C. DAMAGED OR IMPROPERLY OPERATING HEA , , , OR OTHER IRRIGATION EQUIPMENT. D. IMPROPERLY ADJUSTED OR OPERATING MOISTURE SENSORS. IF WATER IS OBSERVED ON STREETS OR PUBLIC SIDEWALKS, PROPER WARNING SIGNS OR BARRIERS SHALL BE ERECTED IMMEOIATEL Y TO ENSURE SAFETY ANO PROTECTION OF THE PUBLIC. THE WET AREA SHALL BE DRIED IMMEDIATELY BY MECHANICALLY REMOVING WATER. 4 ONL y LICENSED AND QUALIFIED LANDSCAPE CONTRACTORS ANO LANDSCAPE . MAINTENANCE INDIVIDUALS SHALL PROVIDE OR MAKE REPAIRS TO IRRIGATION SYSTEM. 5 AT ALL TIMES TI-IE LANDSCAPE CONTRACTOR OR MAINTENANCE CONTRACTOR ' . SHALL ASSIGN A QUALIFIED INDIVIDUAL OR INDIVIDUALS TO INSPECT AND MONITOR THE IRRIGATION SYSTEM. OWNERS AND HOMEOWNERS REPRESENTATIVES SHALL BE SUPPLIED WITH 24 HOUR EMERGENCY PHONE NUMBERS FOR USE IN REPORTING BROKEN OR DAMAGED IRRIGATION EQUIPMENT. 6. ALL IRRIGATION EQUIPMENT REQUIRES CONTINUOUS MAINTENANCE, CLEANING, ADJUSTMENT, PARTS REPLACEMENT AND INSPECTION. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR OR LANDSCAPE MAINTENANCE COMPANY TO PROVIDE THESE SERVICES ON A CONTINUAL AND REGULAR BASIS AND SCHEDULE. 7. WATER SHALL BE APPLIED TOP LANTING AREAS IN SHORT INTERVALS TD PROHIBIT ANY SURFACE PONDING OR RUN-OFF AND AT NO TIME SHALL WATER BE APPLIED TO CAUSE SOIL SATURATION. 8. OVERWATERING CAN RESULT IN DEATH OF PLANTS, POSSIBLE SOIL EXPANSION AND DAMAGE TO CONCRETE AND ASPHALT PAVING, DAMAGE TO FOUNDATIONS AND POSSIBLE LOSS OF SOIL COMPACTION. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE SITE INSPECTIONS AT LEAST ON AN ANNUAL BASIS TO INSPECT FOR EXCESS SOIL MOISTURE. THE RESPONSIBILITY OF ENSURING THAT THE ABOVE PRECAUTIONS, REPAIRS AND CONTINUING MAINTENANCE ARE PROPERLY PERFORMED IS THE RESPONSIBILITY OF THE OWNER AND EVENTUALLY THE HOMEOWNERS ASSOCIATION. THE LANDSCAPE ARCHITECT HAS BEEN RETAINED TO PREPARE THESE PLANS ONLY AND DOES NOT PROVIDE POST CONSTRUCTION REVIEWS NOR REVIEWS OF ON-SITE MAINTENANCE. THE LANDSCAPE ARCHITECT DOES NOT ASSUME RESPONSIBILITY NOR LIABILITY OF MAINTENANCE OR REVIEW OF MAINTENANCE WORK OR REPAIRS OR DAMAGES RESULTING FROM LACK OF REPAIRS, MAINTENANCE, ADJUSTMENTS. OR IMPROPER INSTALLATION OF IRRIGATION EQUIPMENT. • ~ \),IIDSc.\/>:;--..""' :;,SJ ~., ' 0, I½ :ii>~ if if~\.,. 1.:0_ :Jse _A,,_~ ~ £ .f ./. '~ , ... ,;, • 1-/9l~'·9y • +~ '~ Ca<e 1;f Z1 tf OF 0<'-1,&· APPROVED FOR PlANTING "AS-BUil T" AND mRIGATION' ONLY, INCLUDING PRECISE ~•u;: Ii''\( - LOCATION OF PI.ANTING •tYI["<~ 9Y, AREAS. "'!.I'( C '::,,, O•'C "-"""T. l ........ r/) L13 I SH2T 11 -J L~~l51 , J:::, CITY OF CARLSBAD ' 7-lf;"-1 Pl..•..,.NC DC••'-'tfll[Nl GENERAL & IRRIGATION NOTES ARROYO LA COSTA .. --· -,,...V~LLAGE I ---• , A~PR~~f4ttU If;/# 1/?-2- A~AN~ .. 1'i:ic 01R'[CF~/ • C , DATE DATE INITIAL D""" 9Y· I ••OA"Cl IIQ I ~----.. c. -.o. l'IITIAI CHWO l'I' CT·88·3·1 .322·1 L Dntl:11 A.-,.IOYAl CT"t a.•NOV.ll. IIYIIIO • .,, CMWD 92-307 MAXICOM CENTRAL CONTROL IRRIGATION SYSTEM SPECIFICATIONS CLUSTER CONTROL UNIT ASSEMBLY THE NUMBER AND LOCATION OF THE CLUSTER CONTROL UNIT(S) SHALL HE AS SHOWN ON THE DRAWINGS AND SHALL BE AS MANUFACTURED BY RAIN BIRD SPRINKLER MANUFACTURING CORPORATION. CCU SHALL BE NO LESS THAN SIX CHANNELS (CCU-6) AND NO GREATER THAN TWENTY EIGHT CHANNELS (CCU-28). EACH CLUSTER CONTROL UNIT SHALL HAVE A SEPARATE TWO-WIRE PATH TO THE SATELLITE CONTROLLERS UNDER ITS CONTROL. THIS WIRE LINK SHALL BE OF THE WIRE TYPE, INSTALLED AND HEREIN SPECIFIED. THE CLUSTER CONTROL UNIT SHALL CONNECT DIRECTLY TO THE TELEPHONE COMPANY LINES VIA STANDARD CONNECTOR MODEL RJ11C, IN FULL COMPLIANCE WITH PART 68, FCC DOCKET 19528, OR LOCAL TELEPHONE COMPANY STANDARDS. THE CLUSTER CONTROL UNIT ASSEMBLY SHALL BE PRE-ASSEMBLED BY PACIFIC TECHNICAL SERVICES IN A "STRONG BOX" STAINLESS STEEL WEATHERPROOF, VANDAL RESISTANT. LOCKABLE ENCLOSURE WITH FLUSH MOUNTED HANDLE AS MANUFACTURED BY V.I.T. PRODUCTS, INC. THE CLUSTER CONTROL UNIT ASSEMBLY (PRODUCT #SA SERIES) SHALL CONSIST OF A STAINLESS STEEL ENCLOSURE WITH A REMOVABLE BACKBOARD, KEY OPERATED ON/OFF SWITCH. GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE AND GROUND ROD, WIRE AND CLAMP. THIS ASSEMBLY SHALL ALSO INCLUDE 117 VOLT LINE PRIMARY PROTECTION (PRODUCT #LPP), A MAXICOM SURGE PIPE ASSEMBLY (PRODUCT #MSP), WHEN THE COMMUNICATION WIRE LEAVES THE ENCLOSURE TO CONNECT TO THE FIELD SATELLITE CONTROLLERS. THE ENTIRE ASSEMBLY SHALL BE PROVIDED WITH A UL LISTED NEMA 3R RATING AS PROVIDED BY THE AUTHORIZED MAXICOM DISTRIBUTOR. THE CLUSTER CONTROL UNIT ASSEMBLY GROUP SHALL INCLUDE A RAIN GAUGE ROOF OR POLE MOUNTED ASSEMBLY (PRODUCT #SRGP) AS SHOWN ON THE DRAWINGS; TO BE PROPERLY LOCATED TO AVOID INTERFERENCE FROM TREES AND BUILDINGS AND CONNECTED TO THE NEAREST CLUSTER CONTROL UNIT. THIS ASSEMBLY SHALL CONSIST OF A RAIN GAUGE PULSE DECODER, AND MOUNTING BRACKET. THE CLUSTER CONTROL UNIT ASSEMBLY SHALL BE COVERED BY A FIVE- YEAR LIMITED WARRANTY. WARRANTY SERVICE SHALL BE PERFORMED IN THE FIELD ON THE SITE WHERE THE EQUIPMENT IS LOCATED_ ALL COMPONENTS SHALL BE PROPERLY WIRED TO THE APPROPRIATE TERMINAL STRIP. SATELLITE CONTROLLER AND/OR CLUSTER CONTROL UNIT(S) (CCU) ENCLOSURE(S) THE ENCLOSURE $HALL BE OF A VANDAL AND WEATHER RESISTANT NATURE MANUFACTURED ENTIRELY OF 304 GRADE STAINLESS STEEL. THE MAIN HOUSING SHALL BE LOUVERED UPPER AND LOWER BODY TO ALLOW FOR CROSS"FLOW VENTILATION_ A STAINLESS STEEL BACKBOARD SHALL BE PROVIDED FOR THE PURPOSE OF MOUNTING ELECTRONIC AND VARIOUS OTHER TYPES OF EQUIPMENT. THE BACKBOARD SHALL BE MOUNTED ON FOUR STAINLESS STEEL BOLTS THAT WILL ALLOW FOR REMOVAL OF THE BACKBOARD. THE INSIDE DOOR AREA SHALL PROVIDE ADEQUATE STORAGE FOR PLANS. OPERATING INSTRUCTIONS. AND SCHEDULING INFORMATION. THE ENCLOSURE DOOR SHALL HAVE A CONTINUOUS STAINLESS STEEL PIANO HINGE, CARRIAGE BOLTED ON ONE SIDE, AND A THREE POINT LOCKING MECHANISM ON THE OTHER SIDE. THE HANDLE CONTROLLING THE LOCKING MECHANISM SHALL BE LOCATED AT THE BASE OF THE DOOR AND BE CONCEALED WITHIN THE SURFACE OF THE DOOR. A STAINLESS STEEL CAM STYLE LOCK SHALL BE MOUNTED IN THE DOOR AND A PROVISION FOR A PADLOCK SHALL BE INCLUDED WITHIN THE LOCKING MECHANISM_ THE ENCLOSURE SHALL BE MANUFACTURED WITH A CONTINUOUS DRAINAGE CHANNEL WHICH MATES WITH A TEARDROP SHAPED, HOLLOW CENTER, WATER-TIGHT, THERMOPLASTIC DOOR SEAL THE ABOVE DESCRIBED PRODUCT SHALL BE A NEMA 3R RAIN-PROOF ENCLOSURE AS LISTED BY UNDERWRITER LABORATORIES, INC. CONTROLLER ENCLOSURES SHALL BE "STRONG BOX" MANUFACTURED BY V.I.T. PRODUCTS. INC. CONTROLLER NUMBER(S) AND REMOTE CONTROL ACCESS NUMBER(S) SHALL BE NEATLY STENCILED ONTO OUTSIDE OF ENCLOSURE DOOR IN 2" HIGH LETTERS, USING PAINT DESIGNED FOR DIRECT APPLICATION ONTO STAINLESS STEEL. SATELLITE ASSEMBLY UNIT ALL SATELLITE ASSEMBLIES SHALL BE LINKED TO A CLUSTER CONTROL UNIT (CCU) VIA A TWO-WIRE PATH. THE SATELLITE ASSEMBLY SHALL BE PRE-ASSEMBLED BY PACIFIC TECHNICAL SERVICES (PTS) IN A "STRONGBOX" STAINLESS STEEL WEATHERPROOF, VANDAL RESISTANT, LOCKABLE ENCLOSURE WITH FLUSH MOUNTED HANDLE AS MANUFACTURED BY V.I.T. PRODUCTS, INC. THE ENTIRE ASSEMBLE SHALL BE PROVIDED WITH A UL LISTED NEMA 3R RATING AS PROVIDED BY THE AUTHORIZED MAXICOM DISTRIBUTOR. THE SATELLITE ASSEMBLY (PRODUCT //SA SERIES) SHALL CONSIST OF A STAINLESS STEEL ENCLOSURE, STAINLESS STEEL REMOVABLE BACKBOARD, TERMINAL STRIP(S) WITH RADIO REMOTE RECEPTACLE, KEY OPERATED ON/OFF SWITCH, A GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE. GROUND ROD, WIRE AND CLAMP SHALL BE PROVIDED WITH TWO OR MULTI-CONDUCTORS PATHS ONLY. THE SATELLITE ASSEMBLY SHALL INCLUDE A 117 VOLT LINE PRIMARY PROTECTION ASSEMBLY (PRODUCT #LPP) IT SHALL ALSO INCLUDE A MAXICOM COMMUNICATION WIRE SURGE PIPE ASSEMBLY (PRODUCT #MSP) WHEN THE COMMUNICATION CABLE IS CONNECTED TO A CLUSTER CONTROL UNIT AND/OR SATELLITE OUTSIDE OF THE ASSEMBLY. THE SATELLITE ASSEMBLY SHALL HAVE A MASTER VALVE RELAY ASSEMBLY (PRODUCT #MVR) WHEN MORE THAN ONE SATELLITE IS CONNECTED TO THE SAME MASTER VALVE. THIS ASSEMBLY SHALL CONSIST OF A 24 VOLT RELAY AND SOCKET. THE SATELLITE ASSEMBLY SHALL HAVE A FLOW SENSING ASSEMBLY (PRODUCT /IFS SERIES) PROPERLY SIZED TO MONITOR AND REACT TO ABNORMAL SYSTEM FLOW CONDITIONS. THIS ASSEMBLY SHALL CONSIST OF A PULSE DECODER, PULSE TRANSMITTER, AND A TEE MOUNTED SENSOR. THE SATELLITE ASSEMBLY SHALL BE COVERED BY A FIVE-YEAR LIMITED WARRANTY. WARRANTY SERVICE SHALL BE PERFORMED IN THE FIELD ON THE SITE WHERE EQUIPMENT IS LOCATED. ALL COMPONENTS SHALL BE PROPERLY AND NEATLY WIRED TO THE APPROPRIATE TERMINAL STRIP. BUNDLE WIRES AND TIE WITH NYLON ZIP• TIES IRRIGATION LEGEND SYM-DESCRIPTION MANUFJMODEL GPM PSI RAD. PRECIP LAWN SPRAY POP-UP HEAD LAWN SPRAY POP-UP HEAD LAWN SPRAY POP-UP HEAD LAWN SPRAY POP-UP HEAD LAWN SPRAY POP-UP HEAD LAWN SPRAY POP-UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP•UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP-UP HEAD TURF ROTOR POP-UP HEAD SHRUB STREAM SPRAY HEAD SHRUB STREAM SPRAY HEAD SHAUB STREAM SPRAY HEAD SHRUB STREAM SPRAY HEAD SHRUB STREAM SPRAY HEAD SHAUB STREAM SPRAY HEAO RAINBIRD 1804-SAM·PRS-PCS 15F RAINBIRO 1804•SAM-PRS-PCS 15TO RAINBIRD 1804,SAM-PRS-PCS 15TT RAINBIRD 1804-SAM-PRS-PCS 15H RAINBIRD 1804-SAM-PRS-PCS 15T RAINBIRD 1804-SAM-PRS-PCS 150 MV HUNTER P -7':53-02 AV. I/ HUNTER PG ·ABS-03 A"/!..V HUNTER PG --AeS-04 AFLI/ HUNTER PG .-ABS-05 Al!.v' HUNTER PG -"'69-06 Arl..V HUNTER PG -A!IB-07 All V J', HUNTER PG ---□B All. V HUNTER PG -"'95-09 A/!.V HUNTER P -A!l.;-10 Arz..V HUNTER PG --"!79-11 Ajl!.V HUNTER PG -Aes-12 A'fl..V RAINBIRD PA-8S-PRS-PCS-16F•SLA RAINBIRO PA-8S-PRS-PCS-16H-SLA RAINBIRD PA-8$-PAS-PCS-16O-SLA RAIN81RD PA-8S-PRS·PCS-22F-SS RAINBIRD PA-8S-PRS-PCS-22H-SS RAINBIRO PA-BS-PRS-PCS-22O-SS X y 9 X V '+' & t\. A 6, ,1,, &• A SHRUB STREAM SPRAY POP-UP HEAD RAIN BIRD 1806-SAM-PRS-PCS-16F-SLA SHRUB STREAM SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-16H-SLA SHRUB STREAM SPRAY POP-UP HEAD RAIN BIRD 1806-SAM-PRS-PCS-16O-SLA SHRUB STREAM SPRAY POP-UP HEAD RAIN BIRD 1806-SAM-PRS-PCS-22F-SS SHAUB STREAM SPRAY POP-UP HEAD RAIN BIRD 1806-SAM-PRS-PCS-22H-SS m ■ □· rn [!I rn lfil [kl ill [i,"] Bl Ii§] lffi rm 0 /J) <5) © ® © 6) @ ® @ © @ • SHRUB STREAM SPRAY POP-UP HEAD SHRUB SIDE STRIP POP•UP HEAD SHRUB END STRIP POP-UP HEAD SHRU8 SIDE STRIP HEAD SHRUB SPRAY POP-UP HEAD SHRUB SPRAY POP-UP HEAD c:; i-1 l'JJ & <,ff'A '( f/>F' U F H !:AD SHAUB ROTOR HEAD SHRUB ROTOR HEAD SHRUB ROTOR HEAD SHAUB ROTOR HEAD SHRUB ROTOR HEAD SHRUB ROTOR HEAD SHAUB ROTOR HEAD SHRUB ROTOR HEAD SHRUB ROTOR HEAD SHRUB ROTOR HEAD SHRUB ROTOR HEAD SHRUB ROTOR POP-UP Hl:AD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP-UP HEAD. SHRUB ROTOR POP-UP HEAD SHRUB ROTOR POP,LJP HEAD FLOOD BUBBLER 0 MULTI OUTLET DRIP EMITTER <J END FLUSH CAP l-t,tt ANTI-DRAIN VALVE @ DRIP FILTER @ OUICKCOUPLERVALVE ,... BALL VALVE M,j R.P. BACKFLOW PREVENTER RAINBIAD 1806-SAM-PRS-PCS-22O-SS RAlfJBIRO 1806,SAM-PRS-15SST RAINBIAD 1806·SAM-PAS-15EST HUNTER PS-00-SS-S-V RAINBIRD ·12.12 -SAM-PAS-PCS 15 H RAINBIAD :~12 -SAM-PRS-PCS 15 0 JZAl"j blf'O 1e,1'.1-',,l,l1•Pf4-FO, I'=> F .A GS-1'cfW--02 Af>.V PGS-·03 .A'll.Y GS-AfW-04Afl.V PGS--Afl\1-05 Arl.V PGS--06 />-Tl.V PGS-""8¥-07 Arz..V GS4'8't'·08 ,A.tz..V PGS-/lr0¥-09 Arz_,J PGS--10 A'(l.V HUNTE PGS-"""7-11 Arz..V HUNTE PGS-12 A'f.v HUNTE PGH""6¥-01 f',.rt..V HUNTE PGH-"'511-02 p.!2 .. V HUNTE PGH-f\-B'0'-03 A'¢.V HUNTER GH-,t,;611-04 A'l..v ,AJ!..V HUNTER GHc-Afl\1-06 A'I-.." HUNTE PGH-1<1:!'t'-07 Arz..V HUNTE HUNTE HUNTE HUNTE HUNTE A'-v J,."/!..V A£V A'eV p,rz.__v RAINBIRD 1001 POP-UP BUBBLER HEAD OLSON EH-12 VAl.CON ADV SERIES (LINE SIZED) AMIAD 39-0U RAINBIRD 44NP WILKINS 850 SAS (LINE SIZED) WILKINS 575-AUSB (SIZED Pl:R PLAN) 3.70 2.78 2.48 1 _85 1 .23 0,93 0.70 0_90 1.20 1.60 2_00 2.70 3.40 4.20 5.50 6_80 8_9Q 12.20 3.22 1 ,61 0-81 3.22 1 _61 0_81 3_22 1 .61 0_81 3_22 1 _61 0,81 1.21 0.61 1.20 1.85 1 _20 1.60 2_00 2_70 3 40 4_20 5 50 fi_8Q 8 90 12.20 0.70 0,90 1.20 1 _60 2.00 2.70 3.40 4 .20 5_50 fi_BO 8.90 12_20 0 25 0.20 1.1' FIELD SATELUTE CONTROLLER ® MASTER CONTROL VALVE RAINBIA 16G S.•,T 8 68 SATELLITE (SIZE PER PLAN) EE CLUSTER CONTROL UNIT ~ REr.NJTE CONTROL VALVE EB MANUAL CONTROL VALVE § ATMOSPHERIC VACUUM BREAKER Qj ANTISIPHONVALVE O DECODER (FLOW & MOISTURE SENSOR) !PP--GAr &-. GRISWOL 230 (SIZE PER PLAN) RAINBIRD CCU-1 RAINBIRD PES 8-PRS (SIZED PER PLAN) CHAMPION 300RS (SIZE PER PLAN) CHAMPION 362 (LINE SIZE) CHAMPION 466 (SIZE PEA PLAN) DATA INDUSTRIAL FM SERIES (SIZED PER PLAN FV11PJ9lRD AQYAMlSER RAINBIRD ,,.._&_,,/'-..-"\I...-' [ff] RECLAIMED WATER METER BY OWNER (0 DOMESTIC WATER METER BY OWNEA -• • -HARDWIRE CABLE ANIXTER ATT GRADE PE-39 'TWISTED WIRE [El WILKINS 500Y SERIES PRESSURE REDUCER (SIZED PER PLAN) [[j AUTOMATIC RAIN SHUTOFF RAINBIAD RAIN CHECK 30 15" 30 15' 30 15' 30 1 5' 3 o 1 s· 30 1 s· 50 29' 50 30· 50 31 • 50 34· 50 38" 50 40' 50 42' 50 43' 50 46' 50 48' 50 48' 50 48' 30 16' 30 16' 30 16' 30 20· 30 20' 30 20' 30 16" 30 16' 30 16' 30 20' 30 20' 3 0 20· 30 4"X30" 30 4'X15" 25 5'X30' 30 15' 50 30" 50 31' 5 0 34' 5 0 38' 5 0 40' 50 42' 50 43' 50 46" 50 48' 50 4B" 50 48' 50 29' 50 30' 50 31' 50 34' 50 38" so 40' 50 42" 50 43' 50 46" 50 48' 50 48" 50 48' 30 1 _74 1.74 1 _74 1.74 1.74 1.74 0 5 o_s 0.5 0.5 0_5 0,5 0.5 0,5 o_s 0.5 0.5 0-5 1 _2 1.2 1.2 0.78 0.78 0_78 1.2 1 .2 1.2 0.78 0.78 0 78 1 _94 1.94 0.5 1 _74 1.74 0,5 0.5 0_5 0-5 0.5 0_5 0 S 0,5 0.5 Q_5 0.5 0.5 0_5 o_s Q_5 0.5 0_5 0.5 0_5 Q_S 0.5 0_5 0-5 -----CLASS 31 PVC "ALERTLIIIE' PRESSURE INLINE FOR 2" AND LARGER; SCH_ 40 FOR 1112" AND SMALLER (SIZED PER PLAN) ---CLASS 31 PVC PRESSURE ~LIN FOR 2" AND LARGER; SCH. 40 FOR 11/2" ANO SMALLER (SIZED PER PLAN) SIZED PER PLAN) SURE LATERAL LINE (LINE SIZED) -----CLASS 200 PVC NON-PRESSURE LATERAL LINE (LINE SIZED) DETAIL N 0 M N p 0 M T a D G C A R F 8 J K E H u = =--=-::-:::-SCHEDULE 80 PVC SLEEVES (TWICE DIAMETER OF WORKING LINE TYPICAL RESIDENTIAL P.O.C. SEE DETAIL, SHEET 33. '1'LEATLIP~E FOR ALL RECLAIMED 1#-ATER LINE SLEEVES.~ w 1800 PCS SCREEN LEGEND NOTE: THE SPRAY HEADS, STREAM SPRAY HEADS AND STREAM BUBBLEAS ARE TO USE RAINBIRD PCS-1800 PRESSURE COMPENSATING SCREENS. THE FOLLOWING TABLE IS TO BE USED TO MATCH THE NOZZLE AND RADIUS OF EACH HEAD ON THE PLAN WITH THE APPLICABLE PCS SCREEN STANDARD AND SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS MODEL# PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS•175 PCS-260 PCS-370 GPM 0_2 0,3 0.4 0,6 Q_g 1.25 1 75 2_6 3,7 COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED 15F --BUB. 6" BUB_ 1' BUB_ 3' 7' 9' 15' I ( 15TO . -. -. . 15' 15TT . --. 6' 8" 12· 15' 15H 6" 8' 12· 15· 1ST --6" 8" 1 O' 15' 150 --6' 1 o· 15" 15SO -BUB. 6" BUB 1· EJUB_ 4'x4' 12'x12' 16'x16' 23'x23' I 17SST -3' 1170°) 4· 7'x14' 9x16" 9'x1B' I 15CST ---4'x16' 4"x30" 15SST . --4'x24' 4'x24' 4"x30" 15EST ---4'x15' STANDARD AND SMALL RADIUS STREAM PATTERNS 16F-SLA 3" -12" 3' 3' 5' 8' 12· I 16' I 16H-SLA 8"' 12" 3' 5 6" 14" 16" 16O-SLA 2' 3' 8" 12' 16" 22F-SS -. 3· 12" 2' 7' 1 0' 14" I 20· I 22H-SS -12" 3" 8' 1 O' 14' 20' 22O-SS 2· 3· 8' 14' 20· BOLD NUMBERS INDICATE RECOMMENDED NOZZLE/ SCREEN COMBINATIONS TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI_ OPERATING RANGE: FLOW-0.2 TO 3.7 GPM INLET PRESSURE-30 TO 70 PSI IRRIGATION LEGEND (CONTINUED) VAL VE SEQUENCE MAXIWM GPM DEM.AND VALVE SIZE ---RW-12"AECLAIMEDWATERLINE ''"m1111111"1m111111u1111m DOMESTIC WATER LINE (SIZED ON PLAN). ~ GATE VALVE (LINE SIZE)_ FOR MUNICIPAL WATER MAIN INSTALLATION SEE IMPROVEMENT PLANS DWG # 322·1 APPROVED ENGINEERING PLANCHEC><ER . MAXICOM CENTRAL CONTROL IRRIGATION SYSTEM SPECIFICATIONS(CO NT.) COMPUTERIZED CENTRAL CONTROL SYSTEM THE COMPUTERIZED CENTRAL CONTROL SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL CONSIST OF A CENTRAL CONTROL COMPUTER AND SOFTWARE, SATELLITE IRRIGATION CONTROLLERS, IRRIGATION CONTROLLER ENCLOSURE CABINETS, DECODERS. CLUSTER CONTROL UNITS, RADIO AND MODEMS AND/OR 2-WIRE PATH CABLE, SATELLITE CONTROLLER SURGE PROTECTION, FLOW SENSOR UNITS, AND SITE RAIN GAUGE UNITS. SOFTWARE THE COMPUTER SHALL COME PRE-LOADED AND "BURNED-IN" WITH MICROSOFT DOS V6.0 OR GREATER, AND MICROSOFT WINDOWS 95 AS STANDARD, IN ADDITION TO THE MAXICOM WINDOWS VERSION SOFTWARE. THE SOFTWARE SHALL BE CAPABLE OF OPERATING UNLIMITED CLUSTER CONTROL UNITS WITH EACH UNIT CAPABLE OF CONTROLLING UP TO 28 FIELD SATELLITES OR FIELD DEVICES_ SOFTWARE SHALL BE PART IIMAXICOM -40 AS MANUFACTURED BY RAIN BIRD SPRINKLER MANUFACTURING CORP., GLENDALE-CA. TECHNICAL SUPPORT TO BE PROVIDED BY THE EQUIPMENT MANUFACTURER/SUPPLIER: ON-SITE PRE-CONSTRUCTION SYSTEM FAMILIARIZATION MEETING FOR CONTRACTOR, LANDSCAPE ARCHITECT. AND/OR IRRIGATION CONSULTANT AND OWNER TO INSURE THAT ALL PARTIES INVOLVED UNDERSTAND THE SYSTEM, INSTALLATION TECHNIQUES, AND WHEN AND HOW TO UTILIZE PACIFIC TECHNICAL SERVICES. PROVIDE ON-SITE TECHNICAL ASSISTANCE DURING INSTALLATION PERIOD WHEN REQUESTED BY CONTRACTOR , LANDSCAPE ARCHITECT OR IRRIGATION CONSULTANT. TEST GROUNDING SYSTEM TO VERIFY THAT EQUIPMENT IS PROPERLY GROUNDED. PERFORM CONTINUITY AND RESISTANCE TESTS ON COMMUNICATION WIRE TO INSURE THAT PROPER VOLTAGE WILL BE DELIVERED TO THE EQUIPMENT ON LINE. HOOK UP COMMUNICATION AND SENSOR WIRES TO THE PROPER TERMINALS INSIDE THE ENCLOSURE TO INSURE THAT GOOD CONNECTIONS ARE MADE. ASSIST THE CONTRACTOR WITH THE INSTALLATION. ALIGNMENT AND CALIBRATION OF THE WEATHER STATION_ PROVIDE TECHNICAL SUPPORT STAFF AND EDUCATIONAL MATERIALS FOR A FULL-DAY TRAINING SEMINAR FOR OWNER'S PERSONNEL. CiD':! .,,,,,' APPROVED FOR PI.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF Pl.ANTING AREAS. .... --··· - (; i 11 _c: SJ)_ i_c::_ -~- 1) c Lo re r1 zo ASLA & As~ociale-s, Inc. Lanrl.<:capi! ,drr h1l4''. l•JTe' D at r, Job /'.'0 91 ·-100 -1, ScalP N.T S Dr,1wn "AS-BUILT" ---· ------·--·---·------·---. ---··-------- DATE TITI.E _____________________ _ REVIEWED BY ·--------------..... ··---------- INSPECTOR DATE r DRAWLNG NO I 322-1 L '----------------------------------------------------------------------------------------------------··' CMWD 92-30: ,---------------------------------------------------------------------------------------------------------------------------------------------------, SECTION 00010 -GENERAL CONDITIONS PART 1 -GENERAL 1.1. 1.1.1. 1 .1.2. 1.2. 1.2.1. 1.2.1.1. 1.2.2. 1.2.2.1. DESCRIPTION ALL PROVISIONS OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", A.I.A. DOCUMENT A201, LATEST EDITION, SHALL APPLY TO THE WORK AS IF BOUND HEREIN. COPIES ARE AVAILABLE AT THE A.I.A. OFFICE, 233 A STREET, SAN DIEGO, CA 92101. UNDER ARTICLE 4.18.1 ,INDEMNIFICATION OF THE GENERAL CONDITIONS, DELETE THE WORDS "(OTHER THAN THE WORK ITSELF)". GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS SCOPE OF CONTRACT THE FOLLOWING TERMS, CONDITIONS, AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHITECTS PLANS AND SPECIFICATIONS, THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. JOB FILE THE OWNER $HALL FURNISH THE CONTRACTOR WITH ALL DRAWINGS, SPECIFICATIONS, REVISIONS ORDERED BY THE LANDSCAPE ARCHITECT, AND CHANGE ORDERS. THE CONTRACTOR WILL FURNISH HIS CONTRACT, ANY SHOP DRAWINGS REQUIRED AND A WORK SHEET ON WHICH HE WILL NOTE ANY DEVIATION FROM THE CONTRACT NOT OTHERWISE COVERED. THE CONTRACTOR WILL KEEP ON THE JOB AT ALL TIMES A FIELD SET OF DRAWINGS, WORK SHEET AND SHOP DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED. 1.2.3. PERMITS AND SURVEYS 1 .2.3.1. THE OWNER SHALL ESTABLISH ALL LOT LINES AND RESTRICTIONS. ALL OTHER LINES, GRADES, AND LEVELS SHALL BE ESTABLISHED BY THE CONTRACTOR AND HE SHALL VERIFY ALL DIMENSIONS, LINES, AND GRADES INDICATED ON THE DRAWINGS. THE OWNER SHALL FURNISH ALL SURVEYS. PERMITS AND LICENSES REQUIRED FOR EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 1.2.4. CONTRACTOR'S/LANDSCAPE ARCHITECTS RESPONSIBILITIES 1 .2.4. 1. THE CONTRACTOR SHALL GIVE EFFICIENT SUPERVISION TO THE WORK, USING HIS BEST SKILL AND ATTENTION. WHEN ABSENT FROM THE JOB, HE SHALL APPOINT A SUPERVISOR CAPABLE OF DISCUSSING MINOR MATTERS WITH THE OWNER AND LANDSCAPE ARCHITECT ON THE SITE, HE SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER INSTRUCTIONS FOR THE WORK. ANY WORK INDICATED IN A MANNER WHICH WOULD MAKE IT DIFFICULT TO PRODUCE FIRST CLASS WORK, OR ANY DISCREPANCIES OR CONFLICTS WHICH APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS, OR BETWEEN SPECIFICATIONS AND LOCAL ORDINANCES OR RESTRICTIONS, SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION OR CORRECTION BEFORE PROCEEDING WITH WORK. THE LANDSCAPE ARCHITECT SHALL AT HIS DISCRETION REFER INTERPRETATIONS OF DRAWINGS, SPECIFICATIONS. OR CONTINUITY WITH LOCAL ORDINANCES AND RESTRICTIONS TO THE OWNER AND/OR ENGINEER. 1.2.5. CHANGES 1 .2.5.1. NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT AND OWNER. ALL SUCH INSTRUCTIONS SHALL BE IN WRITING ON A "CHANGE ORDER" FORM. UNLESS CONTRACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (48) HOURS UPON RECEIPT OF A CHANGE ORDER, SUCH ORDER SHALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES. ANY CHANGES INVOLVING EXTRA COST, OR ALTERATION OF THE OVERALL APPEARANCE OF THE PROJECT SHALL BE COUNTER- SIGNED BY THE OWNER. THE LANDSCAPE ARCHITECT MAY INSTRUCT THE CONTRACTOR TO ISSUE CHANGE ORDERS FOR ANY ADDITION, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE CONTRACT PRICE SHALL BE ADJUSTED BY EQUITABLE AGREEMENT TO COVER SUCH CHANGES. IF ANY INSTRUCTION BY LANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOR, HE SHALL GIVE WRITTEN NOTICE TO THE OWNER BEFORE PROCEEDING WITH WORK. 1.2.6. HIDDEN OBSTACLES 1 .2.6. 1. PRIOR TO EXCAVATION INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWERS, SEPTIC TANKS, ANO SUCH OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTION NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, HE SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT, WHO WILL ARRANGE FOR RELOCATION. CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE. 1.2.7. PROTECTION OF LIFE AND PROPERTY 1.2. 7 .1, CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (A) WORKER'S COMPENSATION, (BJ PUBLIC COMPREHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. COVERAGE BODILY INJURY PROPERTY DAMAGE $250,000 PER INDIVIDUAL PER OCCURRENCE $100,000 PER OCCURRENCE AGGREGATE 1.2.7.2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY _ INSURANCE POLICIES THE FOLLOWING: -• • - Tl IE FlELBSTOPIC OOMPANY -. ·--, SAN DIEGO, GA 92H!l VJL..L,4<3r£'5 oF lA COSTA So«1HI.IJ£;ST, L.L.c. 4,1:jo e, STIL~"f, SUIT£ 62.o , SAN OtEi 6io, eA '121° I 1.2.7.3. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELLED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. 1.2.7.4. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIERS, OR AGENTS. 1.2.8. SUBCONTRACTORS 1.2.8.1. THE CONTRACTOR SHALL INFORM THE OWNER PRIOR TO START OF WORK OF THE NAMES OF ALL SUBCONTRACTORS PROPOSED, IF ANY; AND HE SHALL NOT EMPLOY ANY TO WHICH THE OWNER MAY OBJECT AS INCOMPETENT OR UNFIT. CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWNER FOR THE ACTS OR OMISSIONS OF HIS SUBCONTRACTORS. NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTURAL RELATION BETWEEN THE OWNER AND ANY SUBCONTRACTOR. 1.2.9. . FINAL SITE REVIEW 1 .2.9.1. UPON COMPLETION OF WORK, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIANCE OR OMISSION SHALL BE NOTED AT THIS TIME, AND THE CONTRACTOR SHALL STIPULATE WHEN AND HOW HE WILL RECTIFY SAID VARIANCE. WHEN THESE CHANGES, IF ANY, HAVE BEEN CARRIED OUT AND THE AREAS OF WORK CLEANED, THE JOB SHALL BE CONSIDERED COMPLETED AND THE GENERAL CONTRACT EXECUTED. 1.2.10. RESPONSIBILITY FOR WORKMANSHIP 1.2.10.1. NEITHER COMPLETION OF THE JOB NOR FINAL PAYMENT SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR GUARANTEES STATED IN THE CONTRACT, OR OF RESPONSIBILITY FOR FAULTY MATERIALS OR POOR WORKMANSHIP, THE CONTRACTOR SHALL PROMPTLY REMEDY ANY DEFECTS WHICH OCCUR DURING THE GUARANTEE PERIOD AS SPECIFIED IN CONTRACT. NOTICE OF OBSERVED DEFECTS WILL BE FORWARDED TO THE CONTRACTOR BY THE OWNER IN TRIPLICATE. CONTRACTOR WILL RETURN TWO (2) COPIES TO THE OWNER, NOTING THEREON WHAT ACTION WAS TAKEN, ALL QUESTIONS ARISING UNDER THIS ARTICLE SHALL BE DECIDED BY THE OWNER. 1.2.11. COMPLIANCE WITH BUILDING CODES 1.2.11.1. WHENEVER THE TERM "BUILDING CODE" OR "CODE" IS USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE TERM MEANS THE FOLLOWING: 1.2.11.1.1. 1.2.11.1.2. 1.2.11.1.3. 1.2.11.1.4. UNIFORM BUILDING CODE -LATEST EDITION. UNIFORM PLUMBING CODE; WESTERN PLUMBING OFFICIALS ASSOCIATION-LATEST EDITION LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS; CITY OF CARLSBAD-LATEST EDITION ALL APPLICABLE STATE AND LOCAL CODES AND -.... --REGULATIONS."' -. ... • -. --~,,,---_,...-_--..__v,-----.,__ c-rri' Of CAf'>..&~AD RECLAIMED WATER STANDARDS. PART 2: SPECIAL CONDITIONS r 2.1. SAMPLES 2.1.1, CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR IN THE CONTRACT DOCUMENTS. 2.2. PRIME RESPONSIBILITY 2.2.1. THE PRIME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLETE RESPONSIBILITY FOR ALL SUBCONTRACTORS AND PERFORM SUCH WORK AS COORDINATION AND SUPERVISION AS MAY BE REQUIRED TO COMPLETE THE WORK; SUCH AS SCHEDULING, CORRECTING ERRORS AND OMISSIONS, INITIATING CHANGE ORDERS AND BILLINGS, NORMALLY ASSOCIATED WITH THE FUNCTION OF PRIME CONTRACTOR, TO COMPLETE THE SCOPE OF THE WORK. 2.3. LANDSCAPE ARCHITECTS FUNCTION 2.3.1. THE LANDSCAPE ARCHITECT SHALL HAVE GENERAL LANDSCAPE SITE REVIEW AND DIRECTION OF WORK UNDER THE GENERAL CONTRACT AS RELATED TO INTERPRETATION OF CONTRACT DOCUMENTS. HE IS AGENT OF THE OWNER TO THE EXTENT PROVIDED IN THE SPECIFICATIONS AND WHEN IN SPECIAL INSTANCES HE IS AUTHORIZED BY THE OWNER TO ACT. AS INTERPRETER OF THE LANDSCAPE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS MAY BE NECESSARY ON OCCASION DURING CONSTRUCTION CONTRACT, HE SHALL SIDE NEITHER WITH THE OWNER NOR THE CONTRACTOR, BUT USE HIS AUTHORITY UNDER THE CONTRACT TO ENFORCE ITS FAITHFUL PERFORMANCE. 2.4 SPECIAL RESPONSIBILITIES 2.4. 1. THE CONTRACTOR SHALL COMMENCE SELECTION AND VERIFY THE AVAILABILITY OF ALL NECESSARY MATERIALS UPON AWARD OF CONTRACT. 2.4.2. ANY DEPOSITS NECESSARY TO SET ASIDE MATERIALS (EITHER BY OWNER OR BY CONTRACTOR) SHALL BE ARRANGED BY THE CONTRACTOR AS SOON AS POSSIBLE, 2.4.3. 2.44. 2.4.5. 2.4.6. THE CONTRACTOR AGREES, BY SUBMITTING A BID, THAT THIS PROJECT WILL RECEIVE A HIGH PRIORITY ON HIS WORK SCHEDULE. THE ONLY DELAYS CONSIDERED ACCEPTABLE ARE THOSE WHICH CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND FEES TO COMPLETE WORK. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY, AND SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. -. ·--'. ··-·-·· ....... l6l5 MURRAYGAMYOM ROAQ SUITE 900 SAN DIEGO, GA 92Hl8 . ' .. p~L..o R.e"1zn /Nc.oR.poRATEO .'._,,.4.7. 171 !5 HANC-aCK.. STJ?.el3-T, SUIT/Ii l',u SAN Vt'fiqo, c.A "I 2/P ./"'--. p...__ ~ -- WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RESULTS. Irr 2.4.8, LANDSCAPE ARCHITECT RETAINS OPTION TO REQUIRE THAT CONTRACTOR RECEIVE A SITE OBSERVATION OF EACH OPERATION AND MATERIAL PRIOR TO, UPON, AND AFTER INCORPORATION INTO THE WORK. 2.5. CLEAN UP 2.5.1. 2.6. DURING PROGRESS OF THE WORK, KEEP THE PREMISES REASONABLY FREE OF ALL DEBRIS AND WASTE MATERIALS RESULTING FROM THE WORK. ALL DEBRIS, TOOLS, EQUIPMENT, AND RUBBISH SHALL BE REMOVED FROM THE SITE ON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK, DEBRIS AND RUBBISH SHALL BE DISPOSED OF OFF-SITE AT A LEGAL AND APPROVED DUMP SITE. GENERAL CONTRACTOR'S GUARANTEE 2.6. 1, THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK PERFORMED AND MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND CITY OF THE COMPLETED WORK, EXCEPT WHERE NOTED IN THESE SPECIFICATIONS. END OF SECTION 00010 SECTION 02810 -POTABLE WATER IRRIGATION SYSTEM PART 1 • GENERAL 1.1. 1.1.1. 1.2. 1.2.1. 1.2.2. 1.3. 1.3.1. 1.4. 1.4.1. 1.4.2. 1.4.3. 1.4.4. 1 .4.5. RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. DESCRIPTION OF WORK: THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER AND COMPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS, QUALITY ASSURANCE: SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE. SUBMITTALS: THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT, OR THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. EQUIPMENT OR MATERIALS INSTALLED OR Fl,JRNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. APPROVAL OF ANY ITEM, AL TERNA TE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. --..._,.,~._.--_----..,._,..---..._.,.-..._,.,~-,,-------....,_~---......_,......,_,,---..,__,..---......_r--..,,.--_----._~,.--~-------.,---._ 1.4.6. J. -.- 1.4.7. 1.5. 1.5.1. BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TE~TER AND THE RESULTS MUST BE GIVEN TO THE OWNER AN -rHi,,. orf-{ OF ~t> ·----- LOCATE ALL IRRIGATION MAINLINES OUTSIDE OF PUBLIC RIGHTS- OF-WAY, GUARANTEE: CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CONCLUSION OF THE MAINTENANCE PERIOD. GUARENTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. r-A-:P:--:PR--o-:VE--0,---------------i ~ e:~ 6,/12/f t... ENGIN[[RING PLANCH_ECK[R OATE 1.5.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 2 -PRODUCTS 2.1. 2.1.1. 2.1.1.1. 2.1.1.2 2.1.2. 2.1.3. 2.1.4. 2.1.5. 2.2. 2.2.1. 2.2.2. 2.2.3, 2.2.4. 2.2.5. 2.3. 2.3.1. 2.3.2. 2.3.3. MATERIALS: PRESSURE PIPE: COMPLY WITH FOLLOWING: PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL TWO (2) INCH AND LARGER SHALL BE CLASS 315 POLYVINYL CHLORIDE (PVC) SIMPSON OR APPROVED EQUAL. ALL ONE AND ONE-HALF (1- 1/2) INCH AND SMALLER SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63. ALL 1/2" PIPE SHALL BE SCHEDULE 40 PVC. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. BRASS PIPE: BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE BO PVC, BURIED A MINIMUM OF 30" DEEP, SLEEVES UNDER PAVED AREAS OTHER THAN ROADS SHALL BE SCHEDULE 40 PVC, BURIED A MINIMUM OF 18" DEEP. FITTINGS AND CONNECTIONS: POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL., AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM 02464 AND 02466, BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. FOR COPPER TUBING, ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS. SOL VENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM 02564. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. VALVES: MANUFACTURER'S STANDARD, OF TYPE AND SIZE INDICATED, AND AS FOLLOWS: REMOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. VALVE SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.S.I. (+ 5 P.S.I.). MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGULATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED, MASTER CONTROL VALVE SHALL BE TYPE AND SIZE SIZE AS INDICATED ON DRAWINGS. MANUAL AND ANTI-SIPHON CONTROL VALVES SHALL BE BRASS WITH NON-CORROSIVE INTERNAL PARTS AND CONVERTIBLE TO AUTOMATIC CONTROL. VALVES SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. CiO Gillespie• Del.,orenzo ASLA & Associates, Inc. Snn liwgn. t.t '11t1M Dalt? Joo No. 91-10D-1 Scale: N.T.S Drawn APPROVED FOR PLANTING AND IRRIGATION ONLY, JNCLUDING PRECISE LOCATION OF PIANTING AREAS. "AS-BUil T" DATE TITLE REVffWED BY: INSPECTOR DATE I sH4EET I . _c_ITY __ o_F_c_ARLS __ BAD __ ~ ~s _ PLANNING DEPAR TM[NT ~ • --•-•-,•~• --_.,.n •.• •-+--------------------+---+---+---+--------; ~--------------------~ ,---------!-------------------------+----+----+----+-----I GENERAL & IRRIGATION SPECIFICATIONS ARROYO LA COST A VILLAGE I D~. B'r': __ _ CHKD 6Y: __ _ RVWJ BY: PROJECT NO. CT-88-J-1 322-1 L CMWD 92-307 2.3.4. 2.3.4.1. 2.3.5. 2.4. 2.4.1. 2.4.2 2.5. 2.5.1. 2.6. 2.6.1. 2.6.2. 2.7. 2.7.1. 2.7.2. 2.8. 2.8.1. 2.8.2. 2.8.2.1. 2.B.2.2. 2.B.2.3. 2.8.2.4. 2.8.2.5. 2.8.2.6. 2.9. 2.9.1. 2.10. 2.10.1. 2.10.2. 2.10.3. 2.11. 2.11.1. 2.11.2. 2.11.3. 2.11.4. 2.11.5. QUICK COUPLER VALVES SHALL BE 1" SIZE: BRASS AND AS SPECIFIED ON THE DRAWINGS. QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. SUPPLY TWO (2) HOSE BIBB ASSEMBLIES PER CONTROLLER. BALL VALVES SHALL BE AS SPECIFIED IN THE PLANS. BACKFLOW PREVENTERS: REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTERS SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST IRON BODIES WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MA TE RIALS, AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. THE BACKFLOW PREVENTER ASSEMBLY SHALL INCLUDE INLET AND DISCHARGE SHUTOFF BALL VALVES WITH ALL RISERS, CONNECTORS, AND APPURTENCES OF CLASS 1 RED BRASS PIPE, CONFORMING TO WW-P-351, AND RED BRASS FITTINGS WITH PRESSURE RATING 1 CONFORMING TO WW·P-460. BACKFLOW PREVENTERS SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. ATMOSPHERIC AND ANTI-SIPHON BACKFLOW PREVENTERS SHALL BE BRASS WITH NON-CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. ANTI- SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL BACKFLOW PREVENTERS SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS: SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAWINGS. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND VALVE BOXES: FOR REMOTE CONTROL VALVES: 10" X 19" NOM. PLASTIC VALVE BOX. FOR BALL VALVE: 10" X 19" NOM. PLASTIC VALVE BOX. CONCRETE THRUST BLOCK AND SUPPORTS; ALL CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. THRUST BLOCKS TO BE INSTALLED ON 3" AND LARGER PIPE AT ALL CHANGES IN DIRECTION. AUTOMATIC CONTROL SYSTEM: GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. AUTOMATIC CONTROLLER: CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND WITH OPTIONS SPECIFIED HEREIN. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE TO 1 MINUTE TO 59 MINUTES. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINIUM; FURNISHED FOR MAXIMUM PROTECTION, AS CALLED FOR ON THE DRAWINGS (SIZE AS REQUIRED). AUTOMATIC CONTROL WIRE: ELECTRIC WIRING RUNS FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR, COPPERWIRE, 4/64 IN, INSULATION, 4/64 IN. NEOPRENE JACKET, STYLE DB (DIRECT BURIAL) OR EQUAL, RED WIRES TO EACH VALVE, COMMON WIRE SHALL BE BLACK SOIL MOISTURE SENSOR DEVICE: THESE ARE DEVICES PLACED IN THE GROUND TO MONITOR THE AMOUNT OF WATER MOISTURE IN THE SOIL THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE DEVICES SHALL BE LOCATED PER THE DRAWINGS AND SUBJECT TO FIELD APPROVAL BY THE LANDSCAPE ARCHITECT. DRIP IRRIGATION EMITTERS THE EMITTER SHALL HAVE A 1/2 INCH FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING TO THE PIPING SYSTEM. THE EMITTER SHALL BE A PRESSURE COMPENSATING TYPE CAPABLE OF HAVING A DISCHARGE RATE FROM .5 TO 6 GALLONS PER HOUR, WITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING ADDITIONAL OUTLETS THE EMITTER SHALL OPERATE WITHIN A PRESSURE RANGE OF 5 • 60 P.S.I. THE EMITTER BODY SHALL BE CONSTRUCTED OF DURABLE HEAT- RESISTANT ACETAL PLASTIC (UV RESISTANT). THE FLOW REGULATING DIAPHRAGM SHALL BE OF SILICONE RUBBER. THE EMITTER SHALL BE CAPABLE OF OPERATING WITH 140 MESH FILTRATION. 2.11.6. 2.12. 2.12.1. PRODUCTS: THE EMITTER SHALL BE MANUFACTURED BY OLSON OR APPROVED EQUIVALENT. CHECK VALVES CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOW HEAD DRAINAGE OF IRRIGATION WATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION. PART 3 • EXECUTION 3.1. SYSTEM DESIGN: 3.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 3.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONrRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 3.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK, TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNER·S REPRESENTATIVE. 3.1.4. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 3.1.5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 3.1.6. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE. SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. 3.1.7. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED BY THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 3.1.8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3.1.9. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR WILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK. 3.1.10. WORKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC, LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS, 3.2. 3.2.1. 3.2.1.1. 3.2.1.2. 3.2.1.2.1. 3.2.1.2.2. 3.2.1.2.3 3.2.1.2.4. 3.2.1.2.5 3.2.1.3. 3.2.1.4 3.2. 1.5. 3.2.1.6. 3.2.2. 3.2.2.1. 3.2.2.2. INSTALLATION: GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. EXCAVATION OF TRENCHES: EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS, DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. DEPTH OF COVER: POLYVINYL CHLORIDE PRESSURE LINE .................. 18" MIN. POLYVINYL CHLORIDE NON-PRESSURE LINE ....... 12" MIN. POLYVINYL CHLORIDE ROAD SLEEVE ...................... 30" MIN. POLYVINYL CHLORIDE SLEEVE ................................. 18" MIN. DISTRIBUTION DRIP TUBING ........................................... .4" MIN. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED ANO APPROVED FOR TIGHTNESS. QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. INSTALLATION OF POLYVINYL CHLORIDE PIPE: BECAUSE OF THE NATURE OF PLASTIC PIPE ANO FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3.2.2.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 3.2.2.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. 3.2.2.5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER. OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELLED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 3.2.2.6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 3.2.2.7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 3.2.2.8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 3.2.2.9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS. METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 3.2.2.10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 3.2.2.11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. 3.2.2.12. PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. 3.2.3. INSTALLATION OF METAL PIPE: 3.2.3.1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 3.2.3.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.4. REMOTE CONTROL WIRING· 3.2.4.1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. • 3.2.4.2. 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. 3.2.4.3. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 3 2 4 4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 3.2.4,5, IN CASE OF DAMAGE TO ANY COMMON OR CONTROL WIRE, CONTRACTOR IS TO RUN AN EXTRA COMMON AND TWO EXTRA CONTROL WIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLER. 3,2.4.6. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. 3.2.4.7. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300·FEET, SPLICES AS FOLLOWS: 3.2.4.6.1. 3.2.4.6.2. 3246.3. 3.2.4.6.4. 3.2.4.7. 3.2.5. 3.2.5.1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH WIRE. Tvl(IST ON SCOTCHLOK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. SEAL CONNECTOR IN EPOXY RESIN ANO BURY IN A ROUND VALVE BOX WITH A TWO FOOT EXPANSION LOOP. TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES AUTOMATIC SPRINKLER CONTROLLER: AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. APPRDV(D (NGINEEl?l'-'C PLANCHECKER 8//7/72- DAT( 3.2.5.2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3.2.5.3. ELECTRICAL WIRING SHALL BE ON 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. 3.2.5.4. CONTROLLERS SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. 3.2.5.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF PROGRAM. 3.2.6. REMOTE CONTROL VALVES: 3.2.6.1. INSTALL REMOTE CONTROL VALVES IN SHRUB AREA ONLY AT LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS, WITH A COVER OF 8 INCHES MINIMUM OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION TYPE CONNECTION. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2.7. VALVE BOX: 3.2.7.1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. 3.2.8. SPRINKLER HEADS: 3.2.8.1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 3.2.8.2. ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES 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 LANDSCAPE ARCHITECT TO DO SO. 3.2.9 CHECK VALVES 3.2.9.1. CHECK VALVES SHALL BE INSTALLED WHEREEVER INDICATED AND NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. 3.2.10. QUICK COUPLER ASSEMBLY: 3.2.10.1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTE.U. 3.2.11. BALL VALVES: 3.2.11.1. INSTALL APPROXIMATELY WHERE SHOWN AND AS DETAILED. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2.12. BACKFLOW PREVENTER: 3.2.12.1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER·s SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REQUIREMENTS. 3.2.12.2. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE. 3.2.13. THRUST BLOCKS AND FOOTINGS: 3.2.13.1. THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY• PERCENT (90%) MINIMUM COMPACTED OR UNDISTURBED SUBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 3.2.14. FLUSHING OF SYSTEMS: 3.2.14.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 3.2.14.2. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 3.2.14.3. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 3.2.15. TESTING: 3.2.15.1. GENERAL: NOTIFY LANDSCAPE ARCHITECT IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT. NOTIFY CITY LANDSCAPE ARCHITECT 72 HOURS PRIOR. (436-1161, EXT. 4221) CiD c;illcs1)ic? ·•- I)cLorcnzo ASLA & Associates, Inc. La.rtd. Plmrni.ng, L:,.ru:ijcQPe. Archilectu.rf l6I,M~CQll.}'OIIRoad,.ST£lt9<)Q San D~go. c.:.f9.iJ08 JobNo.• 4 [ [W·-71: Seal; Nr."4• Draw,; "AS-BUILT" APPROVED FOR PI.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PlANTING AREAS. ---------·--------·--·---·-·-·--·--·-- DATE TITLE ---------- REVIEWED BY -.------·-·----------·-"'""" IIIISPECTOR DATE I ! ' : -----------------+---+---+----+---! ~ _: _c_ITY __ o_,?_,_,f_,c_f_,_~_R_TM_EN_T_B_AD __ ~ ~ I ! ·----' I ' ' I : ' I ' ' I i I I ; I I I ' ' ' ' ' : - : . IRRIGATION SPECIFICATIONS FOR: I --+-------------f---+--+----+----1 i ARROYO LA COST A I --------+---,---+----,----1 i' VILLA GE I j ~---------------~:::;:::;::;;:::_::::::;:::;:::=:=:;:z::;--,=::z:::=:=:=:===:=:=:=:=:=~I --/ , A p "'l'e"V.P;.. ,'::C" • I ·~·· -i f; . ----'L-~¢-•c-c'U~./~~,.~.,,1~t!..;_____ __ -z/:-77-_ ~-~s-~-~-~,N : .... ~~~,~~~ ?~~-~.:oR; ___ D_A_TE_~ ' ------- t-:D:-:A--T7,-rl '-J--17TI--A-L1 1, -----------------rD_A_T __ E-+-IN-1 T-IA-L-t--::--C A-T--, E-+-N-,-1 Tc-! A-L-1 >----'-·--=·-=-if-'----'--·----- D\.\'N BY Cl-11(() BV: -----·- RVWO BY PRO .... ECT NO CT-88-3-1 REVISIO~ DESCRIPTICN OTHER A0 PR0VAL Cl TY APPROVAL CMWD 92-307 <fit 3.2.15.2. 3.2.15.2.1. 3.2.15.2.2. 3.2.15.2.3. 3.2.15.3. 3.2.15.4. 3.3. 3.3.1. 3.3.2. 3.3.2.1. 3.3.2.2. 3.3.2.3. 3.3.2.4. 3.4. 3.4.1. 3.4.2. 3.4.3. 3.4.4. 3.4.5. 3.4.6. 3.4.6. PRESSURE TEST ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PEA SQUARE INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. TESTS SHALL BE OBSERVED AND APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR TO INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. CITY LANDSCAPE INSPECTOR TO APPROVE TRENCH DEPTH AND PRESSURE TEST PRIOR TO BACKFILLING. COVERAGE TESTING; PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. AFTER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS SO THEY WILL BE FLUSH WITH LAWN AREAS OR NOT MORE THAN 1/2" ABOVE FINISH GRADE IN GROUNDCOVER AREA. SITE OBSERVATION VISITS BY THE ARCHITECT: IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SITE OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. RECORD DRAWINGS: BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. INFORMATION SHALL BE ON BROWN UNE SEPIA TRANSPARENCIES FOR REPRODUCTION PURPOSES. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. ALL REMOTE CONTROL VALVES, SHUT,OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A COLOR-CODED CHART SHOWING THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THAT 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 LANDSCAPE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS PLAN SHALL THEN BE SECURED TO THE BACK OF THE ENCLOSURE DOOR. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, WRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. END OF SECTION 02810 SECTION 2811 , RECLAIMED WATER IRRIGATtON SYSTEM 1.1. 1.1.1. 1.1.2. 1.2 1.2.1 1.2.2 1.2.3 1.2.4 1.2.5 1.3 1.3.1 1.3.2 1.3.3 1.4 1.4.1 1.4.1.1 1.4.1.2 1.4.1.3 1.4.1.4 1.4.1.5 1.4.1.6 1.4.1.7 1.4.2 1.4.3 1.4.4 NER L-HESE SPECIFIC ATIONS SHALL SUPPLIMEN WE:' e, T Of CAf'-!.J313AO RECLAIMED WATER SPECIFICATIONS. "---'!:>ELATED DOCUMEN DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. THESE SPECIFICATIONS COVER AUTOMATICALLY CONTROLLED IRRIGATION SYSTEMS, INCLUDING ALL TRENCHING, BACKFILLING AND COMPACTING; SLEEVES, INSTALLATION OF PIPE, VALVES, IRRIGATION HEADS, FITTINGS, AND ALL OTHER APPURTENANCES; CONNECTIONS TO WATER SERVICES, TESTING; INSTALLATION OF CONTROLLERS, ELECTRICAL CONNECTIONS AND WIRING; ADJUSTMENT OF SYSTEMS; NECESSARY ACCESSORIES AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. REQUIREMENTS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION, ALL STATE AND LOCAL CODES ~~J;!li~~~@.~pH;,l!,!;.:D~T~s;C~ STRUCTION DOCUMENT R INSTR TION BE A V A WITH THE AFOREMENTIONED RULES AND REGULATIONS, NOTIFY THE .c,JT-{ OF ~13A'P AND AWAIT THEIR INSTRUCTIONS BEFORE PROCEEDING WITI-1 THE WORK AFFECTED. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OR ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. MANUFACTUR~ARRANTIES: MANUFACTURER'S WARRANTIES HAQ:;"NOT RELIEVeJ,l~TIES UNDEl'I GUARANTEE. THE err, Of C/>:P/.JSf:5,AD. MAY AT THIS OPTION, REQUIRE A MANUFACTU ER'S WARRANTY ON ANY PRODUCT PROPOSED FOR USE. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN Tl'iE CONSTRUCTION DETAILS, LEGEND, OR SPECIFIC Nrw~-OCJ"'-'......_ UCTI O DISJi:REPANCIES OUGH T THE AT F THg' C.rT"f OF C,t,.pj_"Sf3AD, . IN THE EVENT THIS IS NOT DONE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ECESSARY REVISIONS. ,_,--"'--"----1....,-<..__... DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. PROTECTION AND DAMAGE PROTECT WORK AND MATERIALS FROM DAMAGE DURING CONSTRUCTION AND STORAGE. PVC PIPE AND FITTINGS SHALL BE PROTECTED FROM DIRECT SUNLIGHT. ASSUME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING CONSTRUCTION AND RESTORE TO ITS ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK. CONTRACTOR SHALL SECURELY COVER OPENINGS INTO SYSTEM AND COVER APPARATUSES. EQUIPMENT, AND APPLIANCES BOTH BEFORE AND AFTER BEING SET IN PLACE TO PREVENT OBSTRUCTION IN THE PIPES AND PREVENT BREAKAGE. MISUSE, OR DISFIGUREMENT OF THE APPARATUSES, EQUIPMENT OR APPLIANCES. RECORD DRAWINGS RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT,PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE DISTRICT BEFORE IMPLEMENTING THE CHANGE IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VE'RIFIE'D ON THE Fll::CORD DRAWINGS SHALL INCLUDE THE FOLLOWING: POINT OF CONNECTION ROUTING OF SPRINKLER PRESSURE LINES GATE VALVES SPRINKLER CONTROL VALVES QUICK-COUPLING VALVES ROUTING OF CONTROL WIRES OTHER RELATED EQUIPMENT AS SPECIFIED BY THE DISTRICT OR THE OWNER CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE DURING CONSTRUCTION. THE APPLICANT, OWNER, OR CUSTOMER SHALL PROVIDE TWO (2) SETS OF IRRIGATION IMPROVEMENT PLANS AND COMPLETE SET OF AS-BUILT REPRODUCIBLE THREE (3) MIL MYLARS. PRIOR ARRANGEMENTS MUST BE MADE WITH THE DISTRICT IF WATER SERVICE IS TO BE PROVIDED PRIOR TO AS-BUILT LINE SUBMITTAL. FAILURE TO PROVIDE RECORD DRAWINGS WILL RESULT IN TERMINATION OF SERVICE. 1.5 1.5.1 1.5.1.1 1.5.1.2 1.5.1.3 1.5.1.4 1.5.2 1.6 1.6.1 1.6.2 1.7 1,7,1 1.7.2 CONTROLLER CHARTS CONTROLLER CHARTS SHALL BE PREPARED, APPROVED BY THE OWNER AND PLACED IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTROLLER CHARTS PREPARED AS SET FORTH BELOW: PROVIDE ON CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS· BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. Tl-IE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. FAILURE TO PROVIDE CONTROLLER CHARTS WILL RESULT IN TERMINATION OF SERVICE. OMIT OMIT OMIT CONVERSION FROM A POTABLE TO RECLAIMED WATER SUPPLY ALL IRRIGATION FACILITIES CONVERTING FROM A POTABLE TO A RECLAIMED WATER SUPPLY SHALL CONFORM TO THE DISTRICT'S CONSTRUCTION SPECIFICATIONS AS CONTAINED HEREIN. THE FACILITIES TO BE CONVERTED SHALL BE INVESTIGATED IN DETAIL INCLUDING REVIEW OF ANY RECORD DRAWINGS, PREPARATION OF REQUIRED REPORTS, AND DETERMINATIONS BY THE DISTRICT OF MEASURES NECESSARY TO BRING THE SYSTEM INTO FULL COMPLIANCE WITH THESE STANDARD SPECIFICATIONS. THE APPLICANT. OWNER, OR CUSTOMER P S TO CONVERT THE SYSTEM AT NO COST TO 'Ti !!-Cl Of 1.8 GUARANTEE 1.8.1 1.9 1.9.1 ALL WORK SHALL BE GUARANTEED IN WRITING FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART OF THE PREMISES RE UL I FRO E S OTHER DEFECTS IN MATERIAL, E UIPMEN , W K AN IP TO THE SATISFACTION OF THE 11-Je~ITY OF CAf"l_S.5AD. . REPAIRS IF REQUIRED SHALL BE'o6NE PROMPTLY U~ON NOTIFICATION BY PROJECT OWNER' REPRESENTATIVE, T NO COST TO THE OWNER EXISTING SITE CONDITIONS THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL LEAVE THE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGES THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOW SHOWN ON THE DRAWINGS. PART 2 -PRODUCTS 2.12 2.1.1 2.2 2.2.1 2.2.1.1. 2.2.1.2. SUMMARY ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW, UNUSED AND IN PERFECT CONDITION. REFER TO IRRIGATION E Q U ECIFIC ~'i':',;~-~=- ACCEPTED WHEN APPROVED BY THF C-l'f-.. q:,· ,A{7. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE crrf OF' C/'rr $~,6,.17 MAY 6E REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE ~IT!; AT HIS EXPENSE. --~--A EQUIPMENT TO BE FURNISHED SUPPLY AS A PART OF THE CONTRACT THE FOLLOWING TOOLS: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING. AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. t!J,lt 21'2 Z- (NCIN(ERINC PLANCH[CKER □ATE 2.2.1.3. 2.3 23.1 2.3.2 2.3.2.1 2.3.2.2 2.3.2.3 2.3.2.4 2.3.2.5 2.3.2.6 2.3.2.7 2.3.2.7.1 2.3.2.7.2 2.3.2.7.3 2.3.2.7.4 2.3.2.7.5 2.3.2.7.6 2.3.2.8 2.3.3 2.3.4 2.4 2.4.1 2.4.2 2.4.3 2.4.4 ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR THE QUICK COUPLING VALVE INSTALLED. PVC PRESSURE MAINLINE PIPE AND FITTINGS 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 (LINES ON THE DOWNSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LIN SIZE;...AND LOCATION AS DETERMINED SOLELY BY THE C.IT-f \..ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF; A RECLAIMED WATER SPRINKLER IRRIGATION SYSTEM. '"\.,-"-'1.J-,'I STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. PRESSURE MAINLINE PIPING FOR SIZES 2" AND LARGER SHALL BE PVC CLASS 315, AND SHALL BE PURPLE. 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). PRESSURE MAINLINE PIPING FOR SIZES 1. 112" AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS "D1785". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS,21,70. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1,2, 11,1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS. MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OR CLASS PRESSURE RATING IN P.S.I. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL DATE OF EXTRUSION ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OF TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE 1.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. OMIT 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 NON~PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 (112" PIPE TO BE CL. 315) WITH SOLVENT~WELD JOINTS, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "D1784", ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS,22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. EXCEPT AS NOTED IN PARAGRAPHS A AND B OF SECTION 2.3, ALL REQUIREMENTS FOR NON·PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.3 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATERAL LINES SHALL BE 314' PIPE. OD (;illespic •_ DeLorer1zo ASLA & As~oci~les, Inc, Land Plortmn.g, (!119} Z:9.'i 5115 F'AX (tiUI) 291-235" Scale: ~ T S Dra.u.m. APPROVED FOR PI.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING ARFAS. "AS-BUILT" --------·~··· -----·------__ ,, _____ _ DATE Tl1LE -w ·--~-----·----------- REVIEWED BY ---·------·-~ --·----·------,, -·---·-' INSPECTOR DATE . CMWD 92,307 2.5 2.5.1 2.6 2.6.1 2.6.1 2.6.2 POTABLE WATER PIPING (SEE SECTION 2810) ALL PVC POTABLE WATER PIPING INSTALLED WITHIN THE SAME PROJECT LIMITS AS THE PRIVATE RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES AND REGULATIONS. THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, ANO SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. IN ADDITION, ALL PVC POTABLE WATER PIPING SHALL BE BLUE OR SHALL BE WHITE WITH BLUE STENCILING APPEARING ON BOTl-t SIDES OF THE PIPE WITH THE MARKING 'PITTABLE WATER" IN 5/8 LETTERS REPEATED EVERY 12 INCHES AND BLUE TAPE IDENTIFYING IT AS A POTABLE WATER LINE AND STATING 'CAUTION: WATER LINE B\JRIED REI OW'. WARNING TAPE-RECLAIMED WATER THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER 1 INE BELOW". THE OVERALL WIDTH SHALL BE 3 INCHES. WARNING (CAUTION) TAPE SHALL BE AS MANUFACTURED BY THOR ENTERPRISES, INC., P.O. BOX 450, SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197). WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 2.7 BRASS PIPE FITTINGS 2.7.1 2.7.2 2.8 2.8.1 2.8.2 2.8.3 2.9 2.9.1 2.10 2.10.1 2.10.2 2.11 2.11.1 2.11.2 2.11.3 2.11.4 2.11.5 2.12 2.12.1 2.13 2.13.1 2.14 2.14.1 WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATIONS #WW-P-460. AUTOMATIC CONTROLLERS AUTOMATIC CONTROLLERS SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS. ALSO SEE 'POTABLE WATER SPECIFICATIONS FOR ADDITIONAL SPECIFICATIONS ON AUTOMATIC CONTROLLERS. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLERS SHALL BE SHOWN ON THE PLANS. ELECTRIC CONTROL VALVES RAIN BIRD 100-PES-B-PRS/150-PES-B-PRS. 200-PES-B-PRS PRESSURE REGULATING ELECTRIC REMOTE CONTROL SCRUBBER VALVES. THEY SHALL BE PURPLE. ELECTRIC CONTROL VALVE BOX USE 10" X 10 1/4" ROUND BOX FOR ALL BALL VALVES, CARSON INDUSTRIES #910-128 WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL EXTENSION SLEEVE SHALL BE PVC-6" MINIMUM SIZE. USE 9 1/2" X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 14129-12B WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL SPRINKLER HEADS ALL SPRINKLER HEADS SHALL BE OF THE SAME SIZE, TYPE AND DELIVER THE SAME RATE OF PRECIPITATION WITH DIAMETER (OR RADIUS) OF THROW PRESSURE, AND DISCHARGE AS SHOWN ON THE PLANS AND/OR SPECIFIED IN THESE SPECIAL PROVISIONS. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED 3" ABOVE AND BELOW ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1 /2) INCH SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN, PLANTING. OR OTHER CONSTRUCTION IS NECESSARY THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. ALL SPRINKLER HEADS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. QUICK COUPLER RECLAIMED WATER· QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL BE 1" NOMINAL SIZE RAIN BIRD NO. 44NP VALVE SHALL BE OPERATED WITH A SPECIAL COUPLER KEY (ACME THREAD) TO PREVENT UNAUTHORIZED USE. LOCKING COVERS ARE REQUIRED AND SHALL BE PERMANENTLY ATTACHED TO VALVE. COVERS SHALL BE PURPLE RUBBER OR VINYL. WASHDOWN HYDRANTS AND OTHER POINTS OF PUBLIC ACCESS ALL PRIVATE RECLAIMED WATER FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS SO THAT THE GENERAL PUBLIC CANNOT DRAW WATER FROM THE SYSTEM. FACILITIES SUCH AS WASHDOWN HYDRANTS (TYPICALLY FOUND AT TENNIS COURTS), BLOW-OFF HYDRANTS, BLOW-OFFS OF STRAINERS, AND OTHER SUCH FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS. WARNING LABELS THE DISTRICT MAY REQUIRE WARNING LABELS AS APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS; CONTROLLER PANELS AND WASHDOWN OR BLOW-OFF HYDRANTS OF WATER TRUCKS AND TEMPORARY CONSTRUCTION SERVICES WHERE DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. THE LABELS WILL NOTIFY THAT THE SYSTEM CONTAINS RECLAIMED WATER THAT IS UNSAFE TO DRINK. PART 3 -EXECUTION 3.1 3.1.1 3.1.2 3.2 3.2.1 3.2.2 3.2.2.1 3.2.2.2 3.2.2.3 3224 3.2.3 3.3 3.3.1 33.2 3.3.3 3.4 3.4.1 3.4.2 3.4.3 3.5 3.5.1 3.5.2 3.6 3.6.1 3.7 3.7.1 3.7.2 -~ LAYOUT ,-r-' \ ALL WORK SHALL BE LAID OUT IN ACCORDAN,CE WrTI-/ PLl).NS AND DETAILS AS SHOWN ON THE DRAWINGS. LOCAT!c.18.l;IIGATION APPARATUSES, EQUIPMENT, ETC. IN PLANTED AREA'WHEREVER POSSIBLE. IF MINOR CHANGES IN LOCATION ARE REQUIRED, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER PROVIDING SUCH CHANGES ORDERED BEFORE ITEMS OF WORK DIRECTLY CONNECTED TO THE SAME AREA ARE INSTALLED, AND PROVIDING NO ADDITIONAL MATERIALS ARE REQUIRED. EXCAVATING AND TRENCHING PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO THEIR ORIGINAL CONDITION. AND IN A MANNER SATISFACTORY TO THE OWNER'S REPRESENTATIVE. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF TWO (2) INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISHED GRADE AS FOLLOWS: 18" COVER OVER MAINLINES 12" COVER OVER PVC LATERAL LINES 4" COVER OVER POLY TUBING LATERAL LINES 30" COVER OVER SLEEVED LINES UNDER ROADS DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAY OUT INDICATED ON DRAWINGS AND AS NOTED. BACKFILLING THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED OBSERVATIONS ARE PERFORMED. OBSERVATIONS INCLUDE SPRINKLER HEADS, ALL FITTINGS, LATERAL AND MAINLINE PIPE, VALVES, AND DIRECT BURIAL WIRE. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL IN LANDSCAPED AREAS SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL IN PLANTED AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS. SUNKEN AREAS, HUMPS, OR OTHER SURFACE IRREGULARITIES. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED 3" ABOVE AND BELOW ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN OR PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. TRENCHING AND BACKFILL UNDER PAVING TRENCHES LOCATED UNDER AREAS OF PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED AND BE BACKFILLED WITH A SAND LAYER SIX (6) INCHES BELOW THE PIPE AND TWELVE (12) INCHES ABOVE THE PIPE, AND COMPACTED IN LAYERS TO 95% COMPACTION USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL ANO SHALL BE LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE FLUSH WITH THE ADJOINING GRADE. THE SPRINKLER IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. INSTALL NO MULTIPLE ASSEMBLIES IN PLASTIC LINES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMP ET ORK P FQRM SUQ:! Y,,,ORK lt!,.l\CQORDA.!J •• ~C<>-<,ou,.,,!,,M ES s ANDAR RA T1CEW!THPRT0Fi APPROVAL'o'F . IS Of ~AD. ,__,.t....-l____..(_......-S.......-"....A.__,.._--"-"'-"'L.-' INSTALLATION OF POLYVINYL CHLORIDE PIPE SOLVENT WELD PVC PIPE FITTINGS USING SOLVENTS AND METHODS RECOMMENDED BY THE MANUFACTURER OF PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT. DUST. AND MOISTURE BEFORE APPL YING SOLVENT. CLEAN OFF EXCESS SOLVENT. ALL WELDED JOINTS SHALL BE CURED AT LEAST FIFTEEN (15) MINUTES BEFORE MOVING OR HANDLING AND TWENTY FOUR (24) HOURS BEFORE WATER IS PERMITTED IN THE PIPE. ALL POLY TUBING FITTINGS SHALL BE OF COMPRESSION TYPE. INSERT FITTINGS ARE NOT ACCliPTABLE. AVOID KINKING OF POLY TUBING. CONNECTION BETWEEN TUBING AND FITTINGS TO BE CLEAN AND FREE OF DUST AND DIRT. MAKE ALL CONNECTIONS WITH THREADED FITTINGS USING TEFLON TAPE. TAKE UP WITH LIGHT WRENCH PRESSURE. AUTOMATIC CONTROLLER INSTALL AS PEA MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL VALVES SHALL BE CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON THE DRAWINGS. ALSO SEE "POTABLE WATER SPECIFICATIONS FOR ADDITIONAL SPECIFICATIONS ON AUTOMATIC CONTROLLERS. HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES. ORDINANCES, AND LOCAL AUTHORITIES HAVING JURISDICTION. 3.8 3.8.1 3.9 3.9.1 3.9.2 3.10 3.10.1 3.10.2 3.11 3.11.1 3.11.3 3.11.4 3.12 3.12.1 3.12.2 3.13 3.13.1 3.14 3.14.1 3.15 3.15.1 3.15.2 3.16 3.16.1 REMOTE CONTROL VALVES INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE INCHES (12") BETWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE IN A SEPARATE VALVE BOX. EACH VALVE NUMBER SHALL BE STENCILED ON VALVE BOX WITH WHITE EPOXY PAINT. CLOSING OF PIPE AND FLUSHING LINES CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE AND SPRINKLERS. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR THE COMPLETION OF INSTALLATION. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS AND VALVES. SPRINKLER HEADS INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE SPECIFIED. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. HYDROSTATIC TEST -OPEN TRENCH f""'-V-~~.,...,_...,,_....,. REQUEST THE PRESENCE OF JHE C-'T{ P INSPECTOR AT LEAS FOR IG (4 ) IN ADVANc.;E OF TESTING. TEST TO BE ACCOMPLISHED AT THE E ACTOR AND IN THE PRESENCE OF THE '{ OF ~~ . INSPECTOR. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. ALL FITTINGS AND COUPLINGS TO BE TOTALLY EXPOSED. APPLY A CONTINUOUS AND STATIC WATER PRESSURE WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST TWENTY FOUR (24) HOURS. MAINLINE TO BE TESTED FOR FOUR (4) HOURS AT 125 P.S.I. REPAIR LEAKS RESULTING FROM TESTS, AND RETEST UNTIL SYSTEM MEETS SPECIFIED TEST. BACKFILLING AND COMPACTING INITIAL BACKFILL ON ALL LINES SHALL HAVE NO FOREIGN MATTER LARGER THAN (1/2") IN SIZE. BACKFILL SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. WITHOUT DIPS, SUNKEN ARES, HUMPS, OR OTHER IRREGULARITIES. SETTLING OF BACKFILLED TRENCHES. WHICH MAY OCCUR DURING ONE YEAR PERIOD AFTER FINAL ACCEPTANCE, SHALL BE REPAIRED BY THE CONTRACTOR, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING. OR OTHER IMPROVEMENTS OF ANY KIND, to OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. TEMPORARY REPAIRS THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE SPRINKLER SYSTEM IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED. ADJUSTING THE SYSTEM ADJUST VALVES, ALIGNMENT, AND COVERAGE OF ALL SPRINKLER HEADS IF IT IS DETERMINED THAT ADJUSTMENT IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE MORE ADEQUATE COVERAGE. MAKE ALL NECESSARY CHANGES PRIOR TO PLANTING. THESE CHANGES OR ADJUSTMENTS SHALL BE MADE WITHOUT ADDITIONAL COSTS. THE ENTIRE SYSTEM SHALL OPERATE PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. ELIMINATE OVERS PRAY ONTO WALKWAYS OR PAVINGS MAINTENANCE THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING. THE ARCHITECT RESERVES THE RIGHT TO WtlVE OR SHORTEN THE OPERATION PERIOD. CLEAN UP CLEAN-UP SHALL BE DONE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE. ALL WALKS AND PAVING SHALL BE SWEPT. ANY DAMAGES SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. APPROV(O: ENGINEERING PLANCH[CK(R OAT( :l.17 3.17.1 3.17.1.1 3.17.1,2 3.17.1.3 3.17.2 SITE OBSERVATIONS IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS R RE PORTIONS OF THE WORK ARE PTE . MED UNDER THE OBSERVATION OF THE C.I L BE THE SOLE ~~~:t.><.!:\.CJ;;.,\,l..J:l..!,tl,l:~T,',,!J:1R TO NOTIFY THE ESENTATIVE TWO E OF THE TIME SUCH OBSERVATIONS ARE REQUIRED. ALL SITE OBSERVATIONS ARE BEING PERFORMED BY THE C.IT-( OF ~D. PLEASE CONTACT ~1' ~ j);f" ~ -I J'°'I, E:-XT. 4,z, I . FAILURE TO CALL FOR ANY ONE OF THE OBSERVATIONS CALLED FOR BELOW WILL CONSTITUTE IMMEDIATE STOPPAGE OF ALL PERFORMANCE PAYMENTS TO THE CONTRACTOR, OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING: UPON INSTALLATION AND TESTING OF MAINLINE. UPON INSTALLATION OF LATERAL LINES. A COMPLETE OPERATING TEST OF ENTIRE SYSTEM AT FINAL OBSERVATION. THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL I. NOT BEGIN UNTIL THE FINAL OBSERVATION j,AS BEEN MADE AND ALL INSTALLATION APPROVED BY TH C.rl':f OF~'D. CiD G _i 11 _e_:~_Ri _c-• DcLorcr1zo Date Job Vo 9 I l 00 I Scafr N.T.S Drn.wn APPROVED FOR PlANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTlNG AREAS. "AS-BUILT" DATE TITI.E REVIEWEi;J BY INSPECTOR DATE 11.-2-/'lZ, Pl-i/1\WATIEL€!2-,.~'~L6HA®i:=' /t:l. m ~ e----·----,--------·------"·----+-•-•'-••-_--1-' --•f-, ----+-----I SH7EET CITY OF CARLSBAD : 1 • I : : i ~---P_LA_N_NI_NG_DE_P_AR_TM_EN __ T ___ _J_ IRRIGATION SPECIFICATIONS FOR; ARROYO LA COST A VILLAGE I ,f-~,?:z..-1 DATE I 0\NP'.i SY --·--~ CHf<D 3Y: ___ _ Rvwo SY PROJECT l\;O. CT-88-3-1 I 0-i:AWr-..G NO ! 322·1 L I - CMWD 92-30; ., CU.IC.ifJ:.fZ COrifFOL. ----\-+----r--¥~-+----1-------1. UNIT#: '.2 CONTROLLER DD CONTROLLER FF METER NO.22. (R) CONTROLLER EE CONTROLLER GG METER NO.7 (R) METER NO.2 (R) CONTROLLER HH CLUSTER CONTROL UNIT NO.1 CONTROLLER JJ ~ 0 ""'-... .J)-,--1;: cnt--~--> ~ ----j_r~ t----~:/ ! \ \ o I ___ ;y- Conmllu-# cc DO/ cc l/ 41-2 EE/Ff &C, HH 11 JJ CC.Ll:11-I L-L I f<:./C P-,-$ 'f'O,ff ;>i(,/ Yf) her SA-bo-2-4£/MYIZ s.A.-7o-2,46/C.CUZ1f' $A,-2<>-2AEj24G/zMV/?. SA-6o-24-E./ t1VI! SA-to-z.4ra/ MVR.. SA-60-/ZE/HYR. 5A-6o-24EVMVIZ 5A-6o-Ccu>8/F5 25D 5A-2c-l.4-e: /z4s/zMYR. © CONTROLLER II CONTROLLER CC SATELLITE CONTROLLER SATELLITE CONTROLLER DESIGNATION cc II SATELLITE ASSEMBLY DESCRIPTION 1 24 STATION CONTROLLER ( 1 ) 24 ST A TION CONTROLLER ANl7 U) C.WJ5fl;f'-CoNif"Ol-UNIT 2 24-STATION CONTROLLERS JJ 1~,,--v--.--l-~(1~);2'-:;~~S:;,.TAc..;.T._:l;.O.:..::N.._::C;_;:O:.:_N:__;T~R..::O:,L;;;.:LE::;.R✓ 24 STATION CONTROLLER$ SPECIFICATIONS CONTROLLER SPECIFICATION SP. 20 2 4f2 4/2 MVRl.2RRA SA-10-17:/MVR/RRA SA 1 0 24/MVRJRRA srSA 10 24tMVRfRRA ALL SATELLITE ASSEMBLIES H LL BE PACIFIC TECHNICAL SERVICES ASSEMBLIES WITH F-"T-$, ENCLOSUR THROUGH PACIFIC TECHNICAL SERVICES. CONTACT DARYL GREEN AT (714) 837-4737 OJ;l (899) -12? 8??9. FOR SATELLITE CONTROLLER ASSEMBLY, SEE SHEET 33, DETAIL U. -r-.....>.!PrrE•"': -'--f'- •ELECTRICAL POWER TO BE PROVIDED BY OWNER. ·HARD WIRE CABLE TO BE LOCATED IN THE FIELD BY LANDSCAPE ARCHITECT AND PROJECT BIOLOGIST. H C I ) 74-STAT/ON CONTfOLl-e/2- C,(, I Ci) Cl.lJ$ffcf2-Cct--l1FoL UNIT c.c,u HAf2./7 WIPE INSTALLATION Sf'EC. (C.ONT) p, FLOIJJ 5£;N-:SoR CABLE - CONTROLLER LL 1--------10 CORTE L ....,,.._,.______~==~ I -1~ I ----+----\,af------+-+---'tiK!l1 "'t:,,.,~7 <!l 1...---1__ _-t--+----:?1/ f-----------i ... E_L-'::B-t:::_~~~:g_-~~~--. Av;: Nu E ...J '\ i J i A PVC. jae,,k.ef:e,,;J, -/-oJ.)o conJ..,.-t,,y CAlk:rl,~ e,,nJ..d-<»:.; s/iaU be 16 Alll<:y- 7 s+ra.,,iJ. 4nn€tJ..{ ed aopr-e.r confonnt~g-+., A5TM 8-➔ ""-nd B-8, Vii+/,_ ,o15"Wt>.ll, of ~t "'"d m,,15t1,1y.e_ ~,;; S'Cd..nt PVC, COl¼"-ed LN,+,l ----._,, ,__,,...___,, t---------1 W , , \ I ,________, L_L --1-HARD WIRE CABLE FOR FUTURE MAXICOM SYSTEM (TYPICAL SYMBOL) C-OJ.JTR.O LL-ER LL CONTROLLER KK .,. • APPROVED: OLIVENHAIN 0 --------'-. C 1-----1 <( _,..._ ~---1 c: -------;•---r-- (!J I ' 1---,.L-.. / \ ''-, I ' \ ·--•• _ "--_s-•-1 •• 1---------i __ ~--·-------\. ,------, r ------------~ \ .. / 1--/. / I I APPROVED FOR PLANTJNG . A ,t:><>4''1 ,JJ,,,.L,l. cf Sf,,._ir,i/,,'z.inJ "':Jlon Unf,,rw1inJ -t-o UL BJ n,,:ted a:l 'Jo d-eJre.-es e-'11.:s,v.s. T/,~ c,,nd.,ct:crs s!tAa h-e -&wlsfe.d t111,,,J enc,,,~e.J in a slttg/.,e ,:,,Au-J,:,..e,,fed DJ" o,5o"nomi=l vr;,J-l.o.p s;r,,nL:;<h~-f:; a..nd moigj:1,1,r-e. .. Yl!~i~-1:ant-fVC a.,,,.form,·,.0 -f:.o UL , IC£;,A ,q,,4 NG/Y/A 5 fp.ndo,,rci"S. ,he. -6 Wo C-0 hd ,;c.-60,-,. t,h.,,i/_, fo.c. C.o Lo,.. 1c.aded wit-13-o ..,-e CLJ~du.ot,rr >je-Uu"'-' ""'d +Iv,. o~ ~ M rnanuf,,,.,,,.-f""r.ed J;,23, ,Ar,'20"'"'-F.ledricd /;,.lon·u.-t,'c,i,s cP,.,,,,:1,.,,-t ""-"f5rt--.?SP), Lt i's Yl,C,()mm ended -t;-)z,,,.t -the -f'ow S'eAiSc ,,-C<"'<h/..,_ '"'. ,,.d,., lt,ed ;,, o. t" PVC $cl,,ed-u l-e 4o Ccnduit -bo fYl?ject-,".f; fn,.-c ro de.nts FOR ELECTRICAL POWER HOOK-UP FOR EACH ONTROLLER, SEE UTILITY SPECIALIST'S PLANS, DWG. NO. 11'?!747-010 CDN",,ltZUG-TIOH ~ NO . Z4Z C,,~50 \ ' Gillespie• DeLorenzo ASLA & A••ociateo, Inc. La:nd Pla..nnffl(l. S-. Dlago. at 92tOB {6f9} 296--6H5 r.H {6t9) 297-2864 Date Job No. 91-·.00-1 200' BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: REFERENCE: 400' EL CAMINO REAL AND DUVENHAIN ROAD STANDARD COUNTY M10 CENTERUNE MONUMENT 79.716 FEET U.S.G.S. M.S.L. DATUM COUNTY OF SAN DIEGO BENCHMARK BOOK 800' 1600' HARD WIRE CABLE INSTAL'.LATION SPECIFICATIONS A. Communication Cable -Shall be a double jacketed two conductor type with tin coated soft annealed solid copper-red and black insulated conductors as manufactured by Paige electric model P7072 or approved equal. B. Conduit and Conduit Fittings-Shall be PVC Class 200 1 1/2" siz(I unless otherwise specified. All 90 degree elbows shall have a radii of 9 1 /2", other bends in conduit shall have a radii of not less than 6 times the inside diameter of the conduit. INSTALLATION A. Conduit Communication and Conduit Fittings {for telephone wire and communication cable): B. 1. 2. 3. 4. 5. 6. 7. 8. 9. Conduit ends shall be reamed to remove burrs and rough edges. Conduit and fittings shall be joined by solvent cement. The ends of the conduit shall be capped until the pulling of the cable is started. Excavate trenches in straight lines to required depths. Follow approved layout for each system. Bottom of trench shall be flat to insure piping is supported continuously on an even grade. Provide not less than 4 inches clearance between each line and not less than 6 inches clearance between lines of other trades, unless otherwise noted in details on Drawing. Protect materials to prevent intrusion of dirt and moisture. Conduit shall be laid to a depth of not less than 18" below finish grade and shall have a minimum of 36" clearance from high voltage electrical utilities. Prior to placemen1 of conduit, a bed of clean sand (a minimum of 2'1 thick) shall be placed in the trench. A minimum 4" layer of sand shall be placed over conduit prior to backfilling trench. Test wiring systems prior to backfilling. Compact backfill with mechanical devices to a dry density equal to adjacent grade, free of dips, depressions. humps, or other irregularities. a. Compaction by truck or other vehicle is not permitted. Under paving: a. Backfill with sand, one layer 6 inches below pipe and one layer 2 inches above pipe, and compact in layers to 95 percent compaction using mechanical tamping devices. Set in place, and install Hard Wire Cable in conduit under paving prior to installation of paving work. COMMUNICATION CABLE 1. 2. 3. 4. 5. Hard Wire Cable shall be installed and pulled by hand. Wrenches or any other power-actuated equipment shall not be used. Cable shall be installed to link to cluster control unit and satellite controllers under its control as shown on the approved drawings. Cable shall be continuous from cluster control uni1 to satellite and from satellite to satelli1e. All splices shall occur wthin the controller enclosure unless specifically authorized by landscape architect. Cable conductors must be spliced red to red and black to black. All splices shall be made using 3M series 82-81 connector packs or approved equal. A total of 2 feel of slack shall be left at each satellite and within each pull box. Cable shall be hooked up to cluster control unit and satellite only after being tested and only by equipment supplier (Pacific Technical Services). C. PULL BOX 1. 2. 3. Pull boxes shall be installed at intervals not to exceed 200 feet at each junction of conduit runs and at each point where the conduit crosses roadways, as shown on approved drawings. Pull boxes shall be installed with top 2" above finished grade. The bottom of all boxes shall be bedded in 6" crushed rock. "AS~BUIL T" 1111.E REV1EWED BY: INSPECTOR MASTER CONTROLLER PLAN FOR: ARROYO LA COSTA VILLAGE I # µ..f= 6//Z(12- AND IRRIOATION ONLY, INCLUDJNG PRECISE LOCATION OF PI.ANTING AREAS. PAGE 164, DA TE: APRIL 1988 CONTROL POINT DESIGNA TlON: 81 + 72 INT. I-D-A-TE---l-lN-1-Tl-AL--+----------------+-::-DA-:T=E-+1-NI-TI-A-L -t-:-D-:-A:::TE:-t::-IN::::ITI:;-:A::-L--J CAL. COORDINATE INDEX 326-1689 DWN. BY: __ _ PROJECT NO. CHKD BY: __ _ CT-88-3-1 DRAl'llNG NO. 322-ll ENGINEERING PL,1,NC~ECK£R DATE , Dra:wn. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRDVAl. CITY APPROVAi,. RVWD BY: CMWO 92-307 ~· ' a ~ ' ~· a:: <I I-(I. C C <I ~ u. <: <I ::, II C u. 2 <I ~ I-2 ll :;; a. C ~ ll C ::, LL C: ~ a :iii <I r, ' ' ... I I I I / . ,, ' -.,, l, '. / ; \ ' . ' . •. ' ·, ' ... . . I • • I . ·•·••· \. ,, ... -~ ... ' ' . . .\ \ \ \ \ ' ' \ ~ \ . ' .. . ' ' MA/NL.IN£, -----+ LOCA '(El) I!' e,A.lK. £JF CUP-~ fl<lf (1'YP.) ' \ \ ! I I l l ' ' . . ( . ) ( . . \ d1ie11 , . ' I I_..)-..._ '-.i- ., ·-· ,r--~_.~ ,_;:";..'--... ~· ~ , ' I ' ... •" ~ ' -' . , I I I I ----.. ,. . , I ' 1.J ... ..... . ',-... . ' I l I I , , i ' / I I ' I ' I 1 i \. . , "~··"' . ',. ,,,./' :: I - , , _. 1 g ~ , • ...... .,. r ( I l i ·.• .. _., ... /. ' i •' '. I .1 ' '· ' I .. ' , I l ("/ ~ \ ' -, ' ' .-' ' . \f' '- ~..,,_..; . (~; .. I i \ I I ) . , .. r·,, . ' ' i Ill I ' .ef:NJ::?-At-. !J/OT}:S I CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF 11-tE PLANT MATERIAL AT NO TIME SHALL THE CONTRACTOR/ OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. • Alf.. Nr,{IIJ/JNe? UJJJ-£ P-ll,'/5 AP-£ 5TP.A/t,,HT { rl'-OM VAL V$ TO VAf...VE) UNt-5-SS OTll£P.I.JISI? DIMI=/v':S!OA/er.;;,. OF, A/2-f:. £Qt.fAI-J.. Y f3A.CK. 0? C.l/;z.e,, Slt>Et,JALk.1 t.MI-L1 ETC:.. • A.I-I.-P~£5Sl//L,/E MA./NLJN'e, HAS DOl/E>I.-E P-eCt.Al/1;/ED 4/AA-v/,VG T:4!',e. -rHE LbWtE~ ONE. ( B~IN&. 't:?£-r.e:.c:.-rAE:IL. E.) c...AJ,./ 736-1-0C.Are..p IJITH E1 Er.,J2--JC.. 1-111/e J....OC.A. T"/N(;, £=. Qt..! I P,/YI EN r. - .. APPROVED ~ ' 0//7/% 4 Lg..,."'· .. ENGIN!,ER PlA~l CH:e<:=R DATE SEE SHEET 3 FOR IRRIGATION LEGEND SEE SHEETS 31·33 FOR IRRIGATION DETAILS SEE SHEET 2 FOR IRRIGATION NOTES SEE SHEETS 4-7 FOR IRRIG. SPECIFICATIONS . "' APPROV!=D FOR PLANTING . ' AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. KEY MAP N.T.S. ' •As BUl..i /~}; ,~ ,t~;.t,-qf V DATE J -,, -IL,+ DP. ::2'":2l~tlf. REVIEWED BY: L.Clqck. b,-Z/.'39 INSPECTOR DA'll: 12·2~ DL If\ MAINLINE. AND WIFlF F1mg 7ifS ....... LA rrJI 11·a~·· I "~ IOI'-{ , 11 .J I .c.... CITY OF CARLSBAD l..<1-n-"" , -/"lb. ,--•· •,r,n1,., Ac ,._,, .. _7:.""5 ~-").J.g9 I :J.< PUll■II DIPMIMDIT ------l!lllt\omot...C.wf ... ,.. ~.CA~ (6H')<taJ..,,. ' IRRIGATION PLNf FOR: , . ARROYO LA COSTA VILLAGE I ./7,.i. \ __ ___.. _____.. _..... DATE N11Al DATE , INITIAL DATE INITIAL ' ~/ av-•. 4 /( 7. ,. .f-?i'-f:Z- , . :JI OWN BY: I PROJECT NO. I l DRANNG NO. I ••••• "--1 RE\1SION DESCRIPllON Qf([) BY: CT-88-3-1 322-ll . 01HEJt IIFROVN. mY IIPROVN.. FIELD BY: I . , CMWD9e-YJ7 I '·' ' •, ' ,. I / I ' I ,-' I \ , / I ' l . ' I~ I I ' . i ; ' . ., f ,.-' /' ... J '· \ )\'\' ,,,,,, .. 'f , .. ____ .. _._ry--t•r.E .. lffliiiiiiimii· .. 9, __ , __ , ____ --- , , \ ' . ' \ ~ \ \ ' \ •. \ < ' .. ' i \ J I ,• I \ \ ' ·. ' \ \. ' \ '· •, ·- ..... i' '· ... ... ., . , '· ' \. \ . \ \ \ . • I \ ' I \ ' \ MAINL/Nlc ------1-- L OCA T'f!.P fl' 1'A. CK. OF C.UP8 FAce. (-(YP.) ·I I . , \ . \ > 0 i . . \ " ,\ \ . . ,\ '· \ .. ......... '\_ ·, ' . .',. •, ··, ., ..... --4',a.. .. ~-,1 .. ~ ......... ---- . ----__ -_ .. ____ _ ' ~-,.._ . .. · '114t~_.E SRl!ET t1 · \ .. ' •~•ti ■A EINE 1 ■ .. BE!iivl bl lbw II) Al>l PllllFIIIII: AUOCIAIU ~.Li:t.,, I -lal'llll:,ac:.llt __ -. ..... _ tllllt03J-ti11 __JUI ••• •• .,. -------'•··· I APPROVEO #::/4?";;;;: DA'IE N11AL ,, .. ..Z.,«9t,, DATE CONTRACTOR SHALL--0NI.Y APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIJ.E SHALL THE CONTRACTOR/ OPERATOR APPl.Y WATER AT A RATE OA FREQUENCY WHICH CAUSES RUNOFF OA SOIL SATURATION. SEE SHEET 3 FOR IRRIGATION LEGEND SEE SHEETS 31-33 FOA IRRIGATION DETAILS SEE SHEET 2 FOR IRRIGATION NOTES Sl;E SHEETS 4-7 FOR IRRIG. SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RN:I BY: INSPECTOR~ KEY MAP N. T.$. DATE IRRIGATICN Pl.NI FOR: ARROYO LA COSTA VILLAGE I REVISION DESCRIPTION DA TE IHl11AL DA 1E INl11Al 01H[II /ll'Pt(1l QT, N F llOliM. OWN BY: at<D BY: FE.D BY: DltAWilC NO. 322-ll CMWD 92-307 . . . -·, '\. ,· ... .... --' 10 \ 0 ··--t--~... ~----v,• ""•-' . -· ',. ~ . ·-.,, ---~ ..... , '·~. ' ' \ . . . . \ ,') ~ . ,&"'.-,' ,.,. l'IL--""" -+----IJJ.AC,I( T.of" .. A r:,.e,e S'S PP-IV!f. l • 'J:/ ' .- \ \ \ \ \ \ OMfflQII I - EXIST. CMRHEAO El.£ClRIC LINES \ \ \ \ \ \ \ \ \ \ \ 4 . \ \ \ ....-fcXIIST. O.m-oD ~ \ ANO POWER POI.ES TO BE . REM()',£1) B OTHERS ,\ -' -"If, -ll'.c_,_, \ \ \ \ \ <!'>TAT! 0 \ PBFSSI IRE CALCULATIONS WATER METER :if:.ZZ 2" H.G.L. 437.0 ELEVATION AT METER 80.0 S"rA-n,=, ~$,".11,~ 357.0 154.11 REMOTE CONTROL VALVE 2EE SIZE 11/2" MAXIMUM DEMAND (GPM) 58.0 ELEVATION 67.0 HEAD<\AIN AT R.C_V_ .. ,3.0 X ,433 • -16.6 PRESSURE AT R.c.v. ,eo.z PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: -'-1-"'112=--• __ WATER METER &.7 PSI LOS$ ~1 ~112.._· __ BACKFLOW PREVENTER 7.4 PSI LOSS ___ STRAINER PSI LOSS .,.... __ FILTER PSI LOSS --::2:--__ GATEIBALL VALVES 2.0 PSI LOSS =2' ___ MASTERVALVE 1.0 PSI LOSS ___ PRESSURE REGULATOR PSI LOSS 1450' 3' MAINLIN€ 5.9 PSI LOSS • MAINLINE PSI LOSS' " MAINLINE PSI LOSS ' MAINLINE PSI LOSS PSI PSI ~E 01-tT, 17 CONTRACTOR $HALL ONlYAPPLY SllFF1CIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR/ OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. ~ A!'f-0'(0 L.ACDWA f/-iA";:,!=-::ir.. 'DWc,, -ll= ~:Z."? -I t... , 0ITT. t 2. f'-~ f---r-H Ii>,, A~ I v'Al-\" e. SEE SHEET 3 FOR IRRIGATION LEGEND SEE SHEETS 31-33 FOR IRRIGATION DETAILS SEE SHEET 2 FOR IRRIGATION NOTES .... · ~~--~7__,,~-'---~·· ---,.--,1£tvt1ii t~1f~J.?' 'r;Q#i ~1 ~112._· __ REMOTE CONTROL VAL VE 1..5 PSI LOC~ ~--2 112" LATERAL LINE ---=--PSI LOSS .... s ___ 2• LATERAL LINE 0.1 PSI LOSS ....,.._ __ 1 112· LATERAL LINE PSI LOSS r'Cf'-,¥;,-VVIL--T \N fO 'f<!>f-i'lil<O AR':A SEE SHEETS 4-7 FOR IRRIG_ SPECIFICATIONS ., POTABLE WATER MAIN TYP_' · SEE SHEET 18 FD~ MAINLINE .¢ VALVE A5-'e>UILTS. ~-r·' °1'• I' (, .r J...,!, " r~iiiiiiiii,.-------7' - DIST. Ettl: MAIN ANO GAS" liWt. ' Ji-•·..,·•·· CONlRACTOR. TO'. Ae.D. IOIFY EXACT LOCA 11QN ,i El.EVA TIOH PRIOR TO BEGINNING. WORI< . .. CAUTION I \' · .: EXIST. O\£RHEAO ·'' El.£ClRtC LINES u : ' ' '. AP PROlECllOI · • ACINC. T-1.9' -• 1ER BLANKET: /8" CRUSHED STONE .O' lHIO< ~--1•"STAU. TO ELEVATION 0.0 SOUlH S10E ...,e_' .----1114' LATERAL LINE 0.2 PSI LOSS -'-11=0 __ 1· LA11ERAL LINE 3.4 PSI LOSS -=sao-· __ 314• LA11ERAL LINE PSI LOSS _so_· __ ,12· LATERAL LINE PSI LOSS ___ 10% FITTINGS LOSS PSI LOSS _o ___ ELEV. CHANGE (IN SYSTEM) PSI LOSS ; TOTAL SYSTEMS LOSS_=....._ PRESSURE REOUIRED AT l£AD PSI TOTAL PRESSURE REQUIRED 112.1 PSI STATIC PRESSURE AVAILABLE 1ii!u' F'Sl RESIDUAL WATER PRESSURE 78.1 --PSI RI' RN' PROltCllO: X TON, T• X FT. Fl. lER ll.AHk£T: ,---..,.__.., ~ CRUSHED STONE '1: TlilCK INSTAl.l FROM Ta:: TO El.£VA TlQ,I 70. -"'~ Fll. lER BLANKET: , . ,., , • 1.0" CRUStEJ)-STONE 1.0' SANO LA'IElj' 1.0' lllK:K., INSTAl.l TO fl.EV. 70,0 , SOUlH SIDE " , .. E _ SEE SHEET 16 \ SEE SH:ET 17 FOR ----·-p ADl 1'1.ANftlNG ASSOCIAttS ,_....., ----... 5621al'kraCIU1 ... .,. .,_._._ 16W,9'JI-MV APPROVED FOR PLAN AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RLA REVIEWED BY: f'/?/9 t k:-12[ q ck '2-21 . °lZ ENGIN~ER PL.A:-l CHECKER DATf: INSPECTOR DATE ,VA71=~&>/=,,:.7 :J2E?Vl,.,,_Ns CTr] ~ ------r--+-----------+----+--+---+----1 911•1t, I CITY OF CARLSBAD I 916-5 11 , . PLN■■•o OEPNnUENT _ ;::::::::::::.=============:::::.::::::::::::: IRRIGKtlON PLAN FOR; ARROYO LA COSTA VILLAGE I _______.. _____... DA TE INITIAL fE IORK OWN BY: a«D BY: PRo.ECT NO. f.zR-:z.-- DRAWING NO. 322-IL •••• RE\1SION DESCRIPTION DA 1E INITIAL DA TE INITIAL 0lHER N'Pfl.OV OTY N'PROVN. FIELD BY: CT-88-3-t CMWD 92~307 L • --: -: -.. -' ---.. -.---·---------------•: -·------• ---.. --.. --:::3 . : = -• --: .• .. -.. - -• -. ' . POTABLE WATER MAIN TYP.~-,-.jJ•I!! ·--- I ,,, , i ,lf'Jft·· \~ -I : : I -Ii g I -= -ii --- I I ' ' . ' / / .r /s.r ,. ~~J BA~~L-q~~ -...,_._......__~. ...... ---:/ r I I I / ,\ I ..,"~-_,. . C's.JV/' 'I .. J .--~ .• ~\ .• I .. . . - r b , ,::. ,# 'Z4- S=5 :;.1-1se1 1e. '16\, -~-~ '-~·-~~ "\, \ . -~ ~-• ; ~l"l"C~) ' ·, ~. i I \ \ I I I . . i -~ :, 9'-1 TE !NlETi$T1111r.Tl ' ,) ) . / ~ \ .. •-::, . . \ ,.... .,; ,;.' ·. / ~ \. ~:,. ... /~ \ ~ . I" i I ., -.... , ..... I I .' • ---• I If. ,., . LIN . i!rAS --. . \ I -, -· l·'\ ~_,) / .. ~ ,i.l<-"'ll• ' ' ' __!•>.--:--.... ___ ._ I j \ / ; ,' ' I 0 \ NE SHEET 19 ' \ • / ........... J2U ---·-·-·- CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO l lME SHALL THE CONTRACTOR/ OPERATOR APPLY WATER ATA RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. PRESSURE CALCULATIONS WATER METER ~1 SIZE 1.,, H.G.L. ¼!-Z ELEVATION AT METER :z~ S'T~n,;. He>AV<! METER *~ X .433 • 1,;7 REMOTE CONTROL VALVE SIZE i'li~ MAXIMUM DEMAND (GPM) ELEVATION HEAD LOSS AT R.G.V. X .433 • - PRESSURE AT R.G.V. PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: 7.-" WATER METER 1,11 BACKFLOW PREVENTER ____ STRAINER FILTER --fi--GATE/8ALL VALVES 7," MASTER VAL VE PRESSURE REGULATOR ----p,po' 3 • MAINLINE • MAINLINE " MAINLINE • MAINLINE ('ft• REMOTE CONTROt VALVE --~-2 112" LATERAL LINE </o' 2• LATERAL LINE ~,. t t 12" LATERAL LINE ~~' t 114" LATERAL LINE :fo' t" LATERAL LINE {15 1 3/4" LATERAL LINE 112" LATERAL LINE ----10% FITTINGS LOSS ).~ PSI LOSS 1,,-;!, PSI LOSS ____ PSI LOSS PSI LOSS ----,,--7,.r PSILOSS / .o PSI LOSS ____ PSI LOSS 'l· L PSI LOSS ____ PSI LOSS ____ PSI LOSS PSI LOSS ----1-S" PSI LOSS ___ PSI LOSS , jl(,, PS I LOSS PSI LOSS ----·+ PSI LOSS . 74; PSI LOSS I ,f'l PSI LOSS ____ PSI LOSS --;>;-,1"'"1 -ELEV. CHANGE [IN SYSTEM 2 .y rs1 Loss 13"-'4 PSI LOSS TOTAL SYSTEMS LOSS PSI PSI ... ' ......... _. . . PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED STATIC PRESSURE AVAILABLE RESIDUAL WATER PRESSURE 4¼,;l, PSI 5o,o PSI f?:·f> H,I fi5,7 PSI f;ft PSI ADL !\ANNING ASIOCIATEI ---.... _ --i,IIIIO~~eww _ ... ec:.lllbmj_ CA ODIi • ..,,=i,...,, •••• ••••• ..... ..... -. . .. I'/;,.,, .... . -, ' ,it'Z,+ '-r I t WATo=I'<-M1=cT1'!J;,.. GIZE 7 .. 1-f.Gj. L. #"7 . I : ELEVATION ~=TE"-,,;. . I : I i ' i Sl"ATI& 1-lEAt:,,"" ,-.,..,..,-,-._ ¾-+ ".4"'~ /58 ,,.., . ' I I t I ' f'i=.M"'TE "'°NTf'""L YA!.VE' If<,~!;> / 1/~" I s/,e.i;, : i , r-,1Ax. t>EM.o+Jc.> ( "f PM l ~ ' I , \ Iii i / loeLSVP.TlaN a~ _, ' I HEAi:> 1-"',;,e.e IZ-"'-V-/"2... )<. 4-~'!, ~-2... I !"SI 1 ;<="P,.E~U.F2S: C! /rii!..G•V-/~Z.fl f'l',Je$S>Ul>-,. GAi-<,S-. "1"""'12-!'¥-.V,' ~ WATliel<. METI:l>.. ,f.:2-~I LoSS ~ f',A""l<-F[p,'./ f'l"t,y. <-• !!, f"",I L<'S:'> ~ (ojA,-.e VALVlaS ,G_o, P,.I L.=<,. I MAS'>"J"EI'!. VALV5' /. ,!O P:,-1 L~ /"f«>' ?>'' MA1>.JLIJ·Je'. ~-"' P,,1 1-= ~ -z'MA•~L-11-JE< 1-:f />S-1 t.,,,s~ / '/:,.., p. ·"' ,V. I.~ P:,I LOSS 'f;b I ,Z ,O (._,.A7'5'=,,.{. /.1>-4=' . 'f f'"'I C~ ~I /. "2. J...::t.... l'l<1-"LATSja.,&.1., L.INS" ~-__ /'SI L= ~!>' I II L.A,..,,.,,-1.-L.i >.lE I. '2.. psi L<=S <li,b' :>/4''1-A,.~t.. L!IJe' /, I F.>l L"'"" --IOo/G ~1-rT1"1"'1" '"""'"" z .s. !'SI L.OSS ~ EIEV, ,::.f1.,,_l-l"78 <;;' · '2.. P"I /."95 ,.,.,Al-,s.y.;TS'M,e. W,Ss ~-r F"bl f'fZS~ <' fl-I:;, ~P-.0 F-5 j T<!>T,.t.. ,.._.,_ """"'t::> s ... , f's! "f!,,TAJlb-f1=t.~, AVAi/_. ,~~-e f"'/ l<ef=SI o>I.Mt.. PR~. .;;:..::.;,z f'61 ,--rnF"~ SEE SHEET 3 FOR IRRIGATION LEGEND ~ fi7E'M"1---A ~ . ' SEE SHEETS 31-33 FOR IRRIGATION DETAILS ~ '~•umo ef~ SEE SHEET 2 FOR IRRIGATION NOTES 'l /tll~ KEY MAP SEE SHEETS 4-7 FOR IRRIG, SPECIFICATIONS N. T.$. •AS BUil,- APPROVED FOR PLANTING ~-:Ji 4-Z.Z.-'!f AND IRRIGATION ONLY, ;~136 INCLUDING PRECISE LOCATION ?J·~l-Of l)AJ'E EXP. APPROVED OF PLANTING AREAS. R£'v1EWED BY: ~ ~ 6'Ll'2./?:t "L..fag~ ~,"21-~ ENGIN:cER PLAN CH=CKeR . DATE INSPECTOR DAlE 11•2 l•'""l"' ,. /I\ • o-!At-16ED .!;$[a!UtiE.. AND VAUIE Do.ID ,"I] , __ 1 ·1 ~ I 11 11· s's' I NIJMe:,e.fZ-1 HG,. CITY OF CARLSBAD 4-u,.9, -· /. \ 5 PG -t B. 12.~ J/1 SJ0/1/S '-·12.• q1 Lt, l'LNl.10 DIPM'IMENT 14.n.q9 Al>i-I ·---~,,~. ~"' .,.,,,,,_,_"', c..,, '7" I. ".''i U'.l. IMIGIITION PUW FOR: ARROYO LA COSTA VILLAGE I - /tP. (~~a :V·A f-zf-9y'"" I I OAlE NllAL DAlE NllAL DA1E INITIAL OWN BY:' PROJECT NO. DRAWING NO. REVISION DESCRIPTION at<DBY: CT-88-3-1 322-IL Of-emu IIPR<NAI aTY Al I R<NAL AEIJJ BY: i - CMWD 92-307 r ' I I I \ ' -. . ' ·, ' .. -I • = ---I I I '': -.. -= == • ·= ---= ---.. .. ' -C) -- II \ ' \ i \ \ I / -I • I I , I I I ' I I -' ' ' \ \ "~"' ' ' ! ' I , ' \ I '', I \ 1. L-... Oi_...,..,.._.,. .... _~ I \ ', \ \ \ ,,,,,--r ' ' ✓ I ' '\\ 1 - \_ I_ \ \ ! ' ' \ ' ' I \ I \ \ I I \ , I ; i ' ' - , I i i !IIATCHL HEET 14 CONTRACTOR SHAU. ON..Y APPLY SUFFICIENT WATER TO PROMOTE HEALlttY GROWTI-1 OF THE PLANT MATEAtAL of Ti.-' Ci.EAR.AiJCf: li?.&>1-,<'f" GAS ~IN.S (Tff.~.,)-- lr------TRAIL EDGE -tRRIGATION TYPICAL TREATMENT AT NO TIME SHALL THE CONTRACTOR/ OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. \ \ \ . \ Cit \m\_,•-: --' -·\ .I ""' \ \ ! I ! \ I ' I ! ' ' I ' -~ ' ' ' ' 8 9 t==~ MAINLINE~ •.jt-I . \ I . I • I .. LAT"B-fZAL lJNr. _ 1--'E:=c-=== c.,eoss IN G'Cl)'P. )"!-..-II" . "t.,PLANTER 11· .. "" • • 10 ' i ' 11 ~_,.-----'--.;,-~r--see .sHt-e:r 2.:5 ~4~,2 SHfEl't '21c _ -~--_, I ··-\ <i Q,. ~~r_....,....,. ____ FACE. OFl'J.._,t,1,lJc.K 1./AL-t. ~......,--....,_ .------------MA!lr/,.J>l£ I W/1'-f.5 J.' J:!At.K OF PL FE.NC$ (TY/'ICAI.-Al-ONG :!>DGE l':O. kl.) ...a;...iil'\a TYPICM. · N TREATMENT SEE SHEET 3 FOR IRRIGATION LEGEND SEE SHEETS 31-33 FOR IRRIGATION DETAILS SEE SHEET 2 FOR IRRIGATION NOTES SEE SHEETS 4-7 FOR IRRIG. SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, 17 INCLUDING PRECISE LOCATION APPROV1:D OF PLANTING AREAS. ("H-,?;✓ .P,.c£Z,:::f i!. ENGINEER PLAN CHECKER " DATE I -"f"l/,r,, I t---' -:;; t~,_ w ,-,/~ KEY MAP N.T.S. •As BUil,- .tf!1-... -1---jf, ';!% 2-:!l·tlL DATE REVlaE> BY: l-.t:{gcJ; (.,.,.Z ( -29 INSPECTOR -DATE "OL PU.NNIIIC ASSOCl ... lU _,,..,.. 11.2 I "3/.! 4-·lo.91 4-77• ~'I "'' ~-/. I ~} .... ·-c, VAL -'le.. r-(Uf'l!;,,eSZc,, • oil-./.&.-J A. sor...+e KE.VISIONS ,-1'2.·'1'7 1..2, 1 ·~;' 11 CITY OF CARLSBAD 11·a~· I /r,.a.11_,7"/1>" "" ,.,,,,T.,_ '-:Z:),O,C l,.f:, f"UINC DIPM1MDIT -----51$111,Q .... Ccwt ...... ~CA-C'lt>tOl-wJ, __ ___J ...... DATE INITIAL I C,11111( DAlE INITIAL DAlE INITIAL REVISION DESCRIPTION OlHER ll'f'ftOVN. QTY NPROYAL IRRIGATION PLAN FOR: ARROYO LA COSTA VILLAGE I -7 AP//~: /?.ll~ A ~zrf,.- DWN BY:' PRO.ECT NO. I DllUIIQ H8. I <H<D BY: CT•N-3-1 322-IL FE.D BY: L CMWD 92-307 · / ' ' ' , .. ., ' l \1 . ' -' '. D .. " r. ' -• r: • -. l ; • . ~ . .., \ ! l '; : .. :;: : -\ ~:i=-.-----ffl ~ \' \_ --I f-;i;-,-=.-,i.---., ~ ' . 'lJ1\ ()_..\ -t\i i i' ..,.,, Ii' - I •I' : ! I' • \ 1 '. : : "~/"1\:.1··· ·-=--' •• ,.'.• - K : ?•• /866' ' ~ en 0 -)> z -z ~ 0 en· -,,, _G') \ ' I \ ' \ \ ' ~ \ ' \ ' I • \ \ LiNE -SE{: Slj.EET. 2-S ~ ' ..______ I I \ '· 16 APPROVED: 00 Alll PLANNING ASSOCIATES )21,g ~ (;<N!f _.,. c~.Ol~ (6t'1}.)1~7 L.--"----TRAIL EDGE· 1RRIGATION TYPICAL TREATMENT , I l\. MAINLINE~ ·. f,t • • \ I . I . I LATE, /ZAL . LJNE • { C,fl.b SSI Nq ' CfYF") / l 1~ I I '--PLANTER . . /'. • fl.. MODIFll:ATJOt-1 ZOt-le. A-2 ruu.._ t-t:,c;:,1 fl~'[lot--1 ZOt-jE. A-'-? . . ·~-. 5' FIWM JL CONTMCTOFI SHALL ONLY lt#"P\.Y SUFFICIENT WA'TER l0 PROMOTE HEALTHY GROWTH OF TlE PLANT MATERIAL AT NO TIME SHALL THE COHTMCT0W OPERATOR APPLY WATER AT A RATE OR FRE0UENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. N~: IFP-l&ATICN S'f~TeH -e.H.AL-L--~ ~P.,A.Tl:;J::, to Mlt-Jlttrze 12UF-1.0l=F IN~ Ut,n:,i 'YTU ~t;::, Ata'e-.E ...-...,_ ofo'' ., .. ,, . • ........... · . . ... . --- ·-FUEL-MODFIC4TJ"l'l Z.Ol•H=-A-2 . I. - ;' ••/ . I I MAT Hi.~ - -~SEE SHEET 2.'I . ' fl.ll=L' !-WFILATlorl ztii-lE-A·'>;, .,,, ,,..,.,,,,,.. '- \ . . . SEE SHEET 3 FOR IRRIGATION LEGEND SEE SHEETS 31-33 FOR IRRIGATION DETAILS SEE SHEET 2 FOR IRRIGATION NOTES SEE SHEETS 4-7 FOR IRRIG. SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RLA EXP. REVI~ BY: KEY MAP N,T,S. ~ zz,-rz ?;-'1;/ -1'( DATE INSPECTOR. L. k?vacls: (.:; · 1 /. 22 DATE IRRIGATION PLAN FOR: ARROYO LA COSTA VILLAGE I dltllall ·' OWN BY·. DRAWING NO. I ---DAlE INITI•1 DATE INITIAL DATE INITIAL dlJldlJIJI ""-CHKD BY: CT•88·3·1 322·1L ····-~~~~~-~-~L _ _:.RE'v1=:g:~:.:....:~:SCR=~'P~TI=~~--fD~HR~Jl'PAOV~~~~~N~l~M~.~~=Fl=~=B=~===~========~=========J CMWD 92-307 • I I I I l I \ i \ I \ I '1 \ i I i i ' I r i I I i I / I ~ / ' I ' I I ), '1 1I \ I J ' J )' - • ,..,..31... / / / / I i / ; I ! / i , / / i ' ,' , , , .... / I ,' a bl ~ Q/ / / , I ' .... ,_,...,,.,,•:_,,,• , ,.-- •••••••u-n•.,,....•''' , .. , ;. .,, / r·"' r"-'· ' ' 1·,::·,,.J ,, I ,...~ .. ,' I /1,•"'' ,., ..... , .. , .. ,.., ,,,.,,., .. , ... ..._ ,,,, '··-~,J· I., .. ,;.,' . •. , ...... .., ,.J,· ·~:::::.:::~~~:::::=-_.;.-...-~.: ,,.,-(-····•'" " _,, .. / ) ..... ,/'''"""'""""--.-~<"""-, )" ,,- ' ... " f '-----.. _., .. , _..,..,, ✓-~ '-.,,,..,,,,.· __ .,. •• ,. , ~-··'. •-•• '+n"" CiO Gillespie• DeLorenzo ASLA & Associates. Inc. La.n,d Pla.nn.ing, La.ndscap-e Arckitaciu.re 16, 6 JIUTTG'JI Ca.n11on R";;'""' irE I 900 (619) 295-5115 FAX (619) ts'l-.2864 Date JobNo. 91-100-1 Scale: 1''=40' Drawn JK ,,,..,,,, ,,,,,-•=••••lll/ -,. ________ ,,/,,,, REFERENCE: COUNTY Of SANi DIEGO BENCHMARiK BOOK PAGE 164, OATE: APRIL 19818 CONTROL POINT DESIGNATION,; 81+72 INT. CAL. COORDINATE INDEX .326-1689 LbCATION: DESCRIPTION: ELEVATION: / ,, EL CAMINO REAL AND 0UVENHAIN ROAID STANDARD COUNTY MlO CENTERLINE MONUMENT 79.716 FEET U.S.G.S. MS.L. DATUM l ,,,-i,,,;, ,1·-, I~-,·, ! 'I ' i " J . -.2 .: ,I l 'M.'.t St.vi"Jci ~• • · "RE ..-eMPOR"ff'ftl M.AINTENANC'E·PRC>VIDED. BY DEVELOPER. 1 I 11 II I I' N.T.S. ,. . :s~, c_"""f'.._,,;,,. '2A I !I i:;:_ '/'·-,,,,, ! I) .... it' .,_.,.,TI, ....... ,......,,_.' ....... """"ti\1Ci:;jr- • ,, --1~ ' f ' ·: .t:.1··:. I:' -:::;· .. ! I ". I 'WI ' I i 1 ,40'1 . i •. i :I: I NOTE: IIRRIGA'RON P'RE"SSURE M'ATAlME LOCk TI01il SHOWN SCHEMATICALLY. LOCATE MAINLINE OUTSIDE R.O.W. AND BEHIND CONCRETE WALK 1M LANDSCAPE EASEMENT. DO NOT LOCATE MAfNLINE IN R.O.W. BEHIND CURB. CONTRACTOR/OPERATOR SHALL ONL V APPL V SUFFICfEIJIT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SH'EET ~ . FOR I~ LEGEND ; 2. SEE SHEET '?f~~ FOR IRRIGATION DETAILS S. SEE SHEET 2 FOR IRRIGATION NOTES II I ii:?U'\i i i :\:.,,,•, ;) .. W'Z,.,-9'.<L DATE INITIAL ENGINEER OF WORK ' i , i,, ·• I APPROVED •roR1 · PLANTING · AND · IRRIOATIPN ONLY, . •· i INCLUDING PRECISE ' I, -----,_;,, 1tlx;ATION OF PIANTING. 'i ARFAS. ., '' :.1·, ,.Ii• OATE INITIAL DATE INITIAL RE'01SION DESCRIIPllON I OTHER APPROVAL CITY APPROVAL I i i, ENGINEERING PLANCHECKER DATE "AS-BLIL r" ii DATE RE\1EWED BY: ' ) ,.,IJl! DAT:E CITY OF CARLSBAD i ISH6:E5ETS PLANNING DEPARTMENT ~~-------------I ' DWN. BY: ___ _ CHKD .sy, --~ RYWO ~¥: PROJECT NO. CT-Sei:a•t ' '' CMWO 92-307 i "" ,J..,~ .. 1 ,,.,,.·· ••di, ·1i:c::.iil ' b,~ili-. . ,...,: ~-·~'~''". C I ":·i ... ~,. -I~\ -1~ ' ', ' ' \ !~rt - - SEE SHEET 15 --- - - ....,. - - - - - " V I L l A G E 'R' · FUTURE SCHOOL SITE 11 PROPOSED SPOIL AREA'~- -- - -- - -- NOTE: IRRIGATION PRESSURE MAl'NLINE LOCATION SHOWN SCHEMATICALLY; LOCATE MAINLINE OUTSIDE R.O.W. AND BEHIND CONCRETE WALK IN LANDSCAPE EASEMENT. DO NOT LOCATE MAINLINE IN R.O.W. BEHIND CURB. CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER .TO PROMOTE HEAL THY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE , OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION 1·,I,:, -.--111111111111111 I. .,.,..-·--•,. ...... , .... , . ! I .. :!-----·-q.. ' .... PAVED j GRADE TO DRAIN Iii IIJ ::c: u, t l ACCFSS DRIVE TO DETENTION AREA : ' ' ' ·, i ,. ',' I.. } J 11 ALL SlO'PE'S i'Ht$ SH'EET ARE TEMPORA# MAINTENANCE PROVIDED BY DEVELOPER.,, ! ., ' i .. ·.1 :·I . il I I I I I .• . I I , .----------j ao Gillespie• DeLorenzo ASLA &· Asseicia.tes, Inc. 1,.and J"trir(.ning, Landscape ArcMtei:ture SI.IA Diego, l'J.. 92108 (619) 295-6!116 fAX (619) :317-2854 Date Job No. 91-100-1 Scale: 1"=40' Drawn JK • 21' ' NOTE: -- - - - - - - - 1. SEE SHEET ~ FOR IRRIGATION LEGEND SEE ABOVE BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: REFERENCE: EL CAMINO REAL AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79,716 FEET U,S.G.S. M.S.L. DATUM COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 . b ' APPROIIED: a,.. 2. SEE SHEET '71,~ FOR IRRIGATION DETAILS 3. SEE SHEET 2 FOR IRRIGATION NOTES KEY MAP N.T.S. 40' 80' 120' ----~---. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING. PRECISE LOCAT,ION OF:' PLANTING C ' -TITLE RE"1EWEO BY: ' ,. ~ i '". I i . -. "AS-BUil T" ·' ,. ~2,,!'2..L. tNGINEERING PLANCHECKER OAT[ AREAS. ' ' INSPECTOR .IRRIGATIONFlANft)B, ARROYO LA COST A VILLAGE I DATE DAU: '--~-A . I ::::===:====:=========================:====:====:====:====: :;_AP;;,P~~·~-~,/.~-~t~~1~n·•~~"_.Jl'---~,I!~;. Zf'~ I A"""'1 ANT P)e'NNING OIREC WR .. , DA TE , CONTROL POINT DESIGNATION: 81+72 INT. t----t---t----------------+---+--+----1----4 Olffi. BY: __ _ PRO.£CT H(), ORA \\1NG N(). CAL. COORDINATE INDEX 326-1689 DA TE INITIAL DATE INITIAL Oll1ER APPROVAL CITY APPROVAL CHKD BY:--~ RVWD BY: -- -·- CT ·88-3--1, U!I G <f I :::J, > "'' CE 0 ' LL z :'.li CL 1-, 2: w :::;;: CL 0, ....J ,, 'LIi >' :w o. d. ---------------------------------------------------------------------------------------------------------------------------------------------------·_ .. _. _,_ ... _,.,,j: CMWt:l 92-307 . . I PRESSURE LOSS CALCULATIONS P RO J EC T Arroyo La Costa Village I WATER METER HGL ELEVATION AT METER HEAD GAIN TO METER REMOTE CONTROL VALVE MAXIMUM DEMAND (GPM) ELEVATION STATIC PRESSURE @ VALVE #3 437 82 355 800 49 104 144. 1; SIZE: X .4$3 ~ SIZE: PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: 2" WATER METER ~-112" BACKFLOW PREVENTER STRAINER FILTER 1 GATE/BALL VALVES 1·1/2" MASTER VALVE PRESSURE REGULATOR 270' 2" PRESSURE MAINLINE PRESSURE MAINLINE 1-1/2" REMOTE CONTROL VALVE 3" LATERAL LINE 2 112" LATERAL LINE 1 O' 2" LATERAL LINE 90' 1 112" LATERAL LINE 170' 1 1/4" LATERAL LINE 95' 1 •• LATERAL LINE 90' 314" LATERAL LINE 15% FITTINGS LOSS 8' ELEV. CHANGE IN SYSTEM TOTAL SYSTEMS LOSS PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED STATIC PRESSURE AVAILABI ii" RESIDUAJ,. WATER PRESSURE -----"I -'lJ!J I "'4' 1.9 PSI LOSS 12.0 PSI LOSS PSI LOSS. 3.3 PSI LOSS 2.0 PSI LOSS 37 PSI LOSS PSI LOSS 5.2 PSI LOSS PSI LOSS 2.3 PSI LOSS PSI LOSS PSI LOSS 0.2 PSI LOSS 2.0 PSI LOSS 4.2 PSI LOSS 2.0 PSI LOSS 2.8 PSILOSS 25 PSI LOSS 3.5 PSI LOSS 47.5 PSI 50 PSI 97.5 PSI -- --------144.2 PSI 46. 7 PSI 153.7 1-1/2" CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEAL THY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SHEET '? 2. SEE SHEET '?I ·'fo 3. SEE SHEET 2 FOR IRRIGATION LEGEND FOR IRRIGATION DETAILS FOR IRRIGATION NOTES 1 ~ \\'.\ ~ -.:i ~ < () POINT OF CONNECTION # 3 SHALL BE A ,Z '' RECLAIMED WATER METER (7'UFZ.B1Nli?.) WITH A '2-'/-,.1' REDUCED PRESSURE BACKFLOW PREVENTER .IF RECLAIMED WATER IS UNAVAILABLE POINT OF CONNECTION SHALL BE A-2." DOMESTIC WATER MAINTENANCE PROVIDED BY HOMEOWNER'S ASSOCIATION METER WITH AZYl'REDUCED PRESSURE BACKFLOW PREVENTER. METER ELEVATION= 80. MINIMUM REQUIRED PRESSURE= 103.2. STATIC PRESSURE AT METER= 155.0. MAXIMUM GPM REQUIREMENT= 120.(2- v,.J•<'-s) f'PINT ""'"" C&'NIJ=TI"-'~ ..... ,z_ 'ai/JALI-136 A f 'h." ~E&l-AI l"'i='to> VVATE, f".. r--r.li=R-( Tl-fRe,l'-'E) w ITH A I '/z' ~ DU<>l':D PRl=SSU~ ~<'-1'--Pl-<'>w P/<.EV8;.J1Ef2.... IF' ~<'LALMj;,,D WATE'/Z--1"'-UNAVAl<-A'!!-L12", POINT ,;/{; ;\ \\ _,.p c."'9NNEC.TtaN -1> HA1..1..-/!,G' A I '/-z." (Twel31N-5) tf-;j,_"i$! Ii_ pcME<,TI"'-WAT&"P-... MEOTS"P-. 'NtTH A J '/~•• VJ. t\ ~GFDUc.eP f'RG'S""'U.""-E ~ci<-FL-ov../ PP.,SVS/,rr~. ~ JV\€TE?!L Ei..-SVA"Tl""' ~ i¼:>-b Mtll./ !Jv\ u.M ~~•R= 0 j>RGSSUJZ.E,. 8'?.. J 6T.ATlC. !"RESS.URE' AT ME'Te/2-" /t,4-.,;;, Mhi MUM 9PM ge-4'U•R.EMG1Jj"' !~~ '!:>eEF S'-1-e:T II FO"'-Pl'i:e55L<R~ c-z. vA<..vC:-S) * ij lf'< GALAS. CONTROLLER " FF .. - TO BE 24 TATIONS SEE SHEET 2 FOR MUNICIPAL WATER MAIN INSTALLATION SEE IMPROVEMENT PLANS DWG # 322-1 NOTE: IRRIGATION PRESSURE MAINLINE LOCATION SHOWN SCHEMATICALLY. LOCATE MAINLINE OUTSIDE R.O.W. AND BEHIND CONCRETE WALK IN LANDSCAPE EASEMENT. DO NOT LOCATE MAINLINE IN R.0.W. BEHIND CURB. CiD Gillespie• DeLorenzo ASLA & Associates, Inc. Land Planning, La:ndsca.p11 Arohitoct>ure rt115 Ji'~ t~ R,;ilJII. STE fflOO {619) 295-u,s FU. (6HI) 2.9'l-2!J&4 Date Job No 91-;00-10 BENCHMARK: LOCATIO"J: DESCRIPTIOt\ ELEVATION: REFERENCE EL CAMINO REN_ AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUM~NT 79.716 FEET L SGS M.S.L. DATUM COlNTY OF SAN DIEGO BENC-IMARK BOOK PAGE 164, DATE APRIL 1988 0 ti.PPROvrn ~ /4.,,,....... ' ENG Nf"FRINC ~~ANCf-,ECK[R CONTROLLER " DD " TO BE 24 STATIONS SEE SHEET 2 . ~//V9L Dti. TE APPROVED FOR Pl.ANTING AND IRRIGATION ONLY, JNCLUDING PRECISE LOCATION OF PLANTING ARFAS. SEE CALLE BARCELONA STREETSCAPE PLANS FOR P.O.C. AND CONTROLLER " A " LOCATIONS. SEE CALLE B/1.RCELONA PLANS SHEET 8 DWG # 323-8L FOR IRRIGATION IN THIS AREA KEY MAP N.T.S. CONNECT TO MAINLINE SEE SHEET 8, CALLE BARCELONA PLANS (DWG.#323-BL) Scale: 1 "= 20' CONTROL POINT DESIGNATION: B1+72 INT. 1-----+---1------------~-------+---+------+·----+-----1 CAL COORDINATE INDEX 326-1689 DATE INITIAL DATE : INITIAL DATE INITIAL D'M,I BY: __ _ ~~OJECT NO. DRAWING NO. Drawn JK ENGINEER OF WOR:K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: __ _ RVOO BY: 322-1 L r . C C r . r 0 <l 1--u C (_ <l 0: C u 2 <l 0: 1- 2 u ~ D. C -Li ~ ~ Li C C z ------------------------------..,....------------------------------------------------------------------------------------------------------..J"' CMWD 92-307 E L C ------.. -------- ..:. -- \ \ 9 ':) v·---v,.--"'-//··•v-- A M I N 0 I I • I I /~l " .. ----+ .. R E A I J ---I /_ I • I I I I • ,/ I ~~? / ~-- ~ 'I:)- ' ~ I I I I I ()__ \/~,-~---Si ,------..-.,.--::~ ~ "'{.;. ·~-"-,_,J "'-.,__;,; _./ ~ --,M----, . ,.!.__ ....... ___ _ -~- -~--........... _ --. -------... _ ........ '••,, ..... -, .... _ ·-. '<:O> ·-.... '·-. ....... . .... -.... , ..... __ '• ...... , ,,~( <;a/ --, ·--. ·--.... ...., -.... , ·-...... s...., ' II -----~~:---·-... :_-~ ...... ,::,·-,<:--·-i;--~ -~'\ ~, --------... ~ '-..... ·-,~ .... , --·-. ~ f5. )1,i;iN.tlNj.' \ · • • ;,; ch.[ ·WEST 'SJO'f qF\ • \ \. •• T/ZAIL Al\!41' FIWr-1 ------------...... UNE. NOTE: @ --J \.) ' • ' • • I \ \ ~ ' ~. \\ ,. I\ \ I MAINTENANCE PROVIDED BY HOMEOWNER"$ ASSOCIATION I _, ---- I I • I I) " • jil Ii • 3 j,f / !_ ,1 t ~ii ~ _I 1J./'W-I/ C) <;;-I . • <:,;):..--i,'---1-±+-'r'-ltt--:c-'7"'-J.~ '<3"" J<---+1-++ s:r---.l'-----+''1'-t-11-tt- i ?.7' REFERENCE: COUNTY OF SAN DIEGO BENCHMARK BOOK ( S;C'\ , __ __..\._ ~- C'\2-?'-(;d,-,0-.. NOTE: IRRIGATION PRESSURE MAINLINE LOCATION SHOWN SCHEMATICALLY. LOCATE MAINLINE OUTSIDE R.O.W. AND BEHIND CONCRETE WALK IN LANDSCAPE EASEMENT. DO NOT LOCATE MAINLINE IN R.O.W. BEHIND GUAB. -----····----- PAGE 164, DATE: APRIL "988 CONTROL POINT DESIGN A T:CN: 81 + 72 INT. --✓-- SEE PHASE 2 PLANS , SHEET #1i, DWG#325-1-L FOR IRRIGATION IN THIS AREA. ·-DATE INITIAL DATE INITIAL D'NN. BY: __ _ CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION 1. SEE SHEET 3 FOR IRRIGATION LEGEND 2 SEE SHEET :g,/, '?73 FOR IRRIGATION DETAILS 3. SEE SHEET ,;Z... FOR IRRIGATION NOTES CAL. COORDINATE INDEX 196-6252 (NAD 83) REVISION DESCRIPTION OTHER APPROV•L CITY APPROVAl CHKD BY: __ _ RVWD BY: 20· SDG&E -,Ec_. . ..- TFllVlvlNG / • C1~S[:~;IFN1/' . /" ,/ , -~ --- T 0 J) KEY MAP PROJECT NO. CT-88-3-1 -'-- CiO Gillespie. DeLorer1zo !,-4.nd PlQ.~'1-,.P\9', -·-···••-'----- .. ···------- Da.te Job .'vo. 9~ -1 O'.J -· 0 ----------.. ·~--- Seal~ Dro.:u.·n -" 2c· ; :::: I CL DRAWING NO. 322-1L NEW SHEET GMWD 92307 CALLE NOTE:· 111[' BARCELONA STUB OUT FOR RINKING FOLIN ), ~ ~~~~~~~-~~j]1--1----''~ ~ . I ,. '-. (I--; . -,1,·, · .. ·;;;~ . "-!-', ........ q ' ~--. ' ?'t~ ASLA & ARSOCiBtelll, Inc. L(m(J. PtrJ.nni11.9, Land&ca.pe A.rchit1tctu,re 1615 llurrGJ, Clffll'(ffl Road.. STE UQO San Diap,, CL !i210B --;,---------- ~ ~---.:~ '-' ' ' ........... ',, ·•,,, ~ ~ - .... ,,, --............ ' • . . ' . & .\ \ /}j ~' 0 en -_, <C RECLAIME:D WATER METER (IF AVAILABLE) WITH A :JJ:t'1 REDUCED PRESSURE BACKFLOW PREVENTER .IF RECLAIMED WATER IS UNAVf,ILABLE, POINT OF CONNECTION SHtLL BE Al~ DOMESTIC WATER METER WITH A /i' REDUCED PRESSURE Bf,CKFLOW PREVENTER. METER ELEVATION= 84. Ml~MUM REQUIRED PRESSURE= 103.0. STATIC PRESSURE AT METER= 152.0. MAXIMUM GPM REQUIREMENT= 120. OINT OF CONNECTION # 12 Sl-lALL BE A }1,11 ~--'t--~ q;;e. ·pey.,iLJ:. v~y 9-IT: 7? fc:12-~/~ytf.D ·· M\INUNE.. ~H6-. MAINTENANCE PROVIDED BY HOMEOWNER'S ASSOCIATION PRESSURE CALCULATIONS / ~ATER METER . :#-2 SIZE H.C:i,L. ~ ELEVATION AT METER 9-rA"Tl<; //;,AO,!!: METER . X .433 ~ MAXIMUM DEMAND (GPM) . . . 0 . 1.._,,-,.--... ELEVATION O PS'l EMOTE CONTRO. L VALVE~' J:j. SIZE HEAD LOSS AT R.C.\I. --,-:;n"---x ,4!'33 -<-:;;~PSII PRESSURE AT R.C.V. 14! . , E CALC1UlATYOl'l!S 'POR R'EMC>Te'.·' ,:l!ROL IVl'JL:'#e: WATER METER ,9 P'S'I LOO$ BACKFLOW PREVENTER . ·. 'PSI _LOS_-~ --STRAINER . -PSI LOSs'I·' ; Flb'FER "Fl.ON .·.. l ,o PSI LOSS GATE/BALL VALVES • @>,o> ,PSI LOSS MASTER VALVE . j,S PSI LOSS ·-PRESSURE REGULATOR -PSI LOSS W' '2J/,j.• MAINLINE ?· l4 PSI LOSS -" MAINLINE -PSI LOSS j II REMOTE CONTROL VALVE j. 2 PSI LOSS -2" LATERAL LINE -PSI LOSS 11/2'' LATERAL LINE Ji,Z. PSI LOSS 1 1/4'' LATERAL LINE .Z,!~ PSI LOSS 1" LATERAL LINE !Z,~ PSI LOSS 314" LATERAL LINE ,:p, ';>: PSI LOSS -1/2" LATERAL LINE --f'SI LO<lS 10¾ FITTINGS LOSS ~o PSI LOSS ---,i"""'W-="ELEV. CHANGE (IN SYSTEM) §,a:, PSI LOSS PRE8SU;~~~~~7~;~~f~~2g ~ ~~r . TOTAL PRESSURE REQUIRED¼PSI STATIC PRESSURE AVAILABLE . PSI RESIDUAL WATER PRESSURE· PSI ~---.)_/__ MET R #. f • POTABLE FOR BENCHMARK: LOCATION: ELE';'/\TION: ORI KING E UNTAIN ONLY. (3/4 DOM TIC WATER METERJ EL CAMINO REAL AND OUVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79. 716 FEET U.S.G.S. M.S.L. DATUM 7 APPROVED: I 0:0N'ff~QLLER " JJi''•:f! TO BiE •STATIONS 11 SEE SHEET 2 KEY MAP N.T.S. 40' 60'. "AS-BU :LT'.'.. APPROVED FOR PI.ANTING AND JRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING AREAS. • 4/-ulu oATE: TITI.E • RE'1EWED L.-e{a$ INSPECTOR IRRIGAtlON PLAN FOR ARROYO LA COST A VILLAGE I LOT 122 PARK I. i ,1 1- I L wr -,; flJfL. i-jODIFK-ATION ZONE-A· 2 LOT 74 NOTE: IRRIGATION PRESSURE MAINLINE LOCATION SHOWN SCHEMATICALLY. LOCATE MAINLINE OUTSIDE R.O.W. AND BEHIND CONCRETE WALK IN LANDSCAPE EASEMENT. DO NOT LOCATE MAINLINE IN R.0.W. BEHIND CURB. CONTRACTOR/OPERATOR·SHAL.L ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SHEET' S,_ FOR l'RRIG!A. TION1 LEGEND 2. SEE SHEET<'~/~~ FOR IRRIGATION DETAILS 3. SEE SHEET . ::Z. FClR IRRIGAT10N NOTER -4. <SEE. C¾IEq se, fi?P-A£L Mi:P-NqE..c, • LOT 7J. I • 5' ---..1. 5 '.. t;,," -...,.. 5, . -..,,,,_ 5' fl.Jf.L.. MOD\Ac.AlTOl'l :z:-a-te:. -.. ....... ft.la Mci:>IFICATfOH ZONE-e,~:z ao Gillespie• DeLorenzo ASLA ~ Associates, Inc. La.n.d. Plarur1,inl.g, LQ.71.dsca:p$ ArchitecttL'1"B ttH6 ll'YTTG}J Cri.nyon ~ SrE 190D (lili) Zi!-i!i115 I.AX (li19) ZB'l-tSG4 Da.te T Job No. 91-100-10 Sea.lo: 1 "= 20' • e. . <;> v,IID5DAp, ~•' oe, ¾S C!f,f: ~ NO. i;a, i:, 1, ~ '.t -,/)'/a. ~ ./?t~rW! ~i -..... _, .. ~··"~ ,;f,;~ 17;" Of 0~\..\i BENCHMARK: ,, LOCATION: 'EL CAMINO REAL AND OLIVENHAIN ROAD DESCRIPTION: STANDARD COUNTY M10 CENTERLINE MONUMENT ELEVATION: 79.716 FEET U.S.G.S. M.S.L. DATUM REFERENCE: COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APR'IL 1988 CONTROL POINT DESIGNATION: 81+72 INT. CAL, COORDINATE INDEX 326-1689 .· ,, ' . ,I , ' I I . 60' ~0' 40' " ~ t..e>!J~OVE'.:D: ~~ .p,L,Y9-Z... .. ~ ENCINEE•INC OLANCHEC<Ea DATE CONTR10LLER '' I " TO BE 12 STATIONS SEE SHEET 2 Ii , ..... ,., I MAINTENANCE PROVIDED BY HOMEOWNER'S ASSOCIATIOl'\I' I . I .. i .' ;r '/ ·;·i,;,: ~~~-J•·i :..-!'~~ KEY MAP APPROVED FOR PIANTING "AS-BUILT'' -~ Dzll"'"~ a... . . 4j-zaL11 AND JRRIGATION ONLY, OAT INCLUDING PRECISE b. 'Z A-'i... TITLE ./' T~ • ~ _..... ,. LOCATION OF PIANTING R£~£W(f9 k 4.-zo ~-. -__.. ARFAS . L. ac . . ./ / INSPECTOR . DATE . I z. 21_:--.,. DL-~ I -1 ~A-uO'tl ,. ' ' ~ "l&E.. / .At-W %,vs.,pe s "r'L"J • I l,..JII. CTrJ I Cfl'Y OF CARLSBAD I [s~~Ts I , ?1:;LErlE .MO/$TU~ri; seN~Ol<'SL ~-ft· ~-. ll:, 14-·,:;, _., ~ ,. PLANNING DEPARTMENT P/V{f)~ e,y LOT . l&.u,~, ..l!M. ./$IQ. ~ '', 7' 1'2 Iii.VJ-, aN S u-.-,v,~ '7 IP> IRRIGATION PLAN FOR - .. ARROYO LA COST A ' VILLAGE I Y/ . ~ , ~ AP , _,,,_ /J_L., /!zF.p .. .,. L .7. ASS,, ,ANT ~Nl~G DIRECT°l'_ DATE , OWN. BY: PROJECT N'O. DRA\MNG "NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ·~. 1J:.. ill: :s !l. 11. ;~: iirll > •w· 0 'l::11 fi L ___________ ...;. ____ _.: ___________________________________ ....;_;;;... __________________ .:=======--::::..====-----------------"""'"------------------------------;C;;MVv~DD9902-~30707 ..JJ' Dra.wn JK 322-tt. REVISION DESCRIPTION RVWO B•Y: CT-88•3-1 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL . , / !158.ol 75 ..... v• ' ' .. ' - 79 bs9.aJ . ' . . •c •••••"••- i , .. , ........ ,. ,,,, .,:.. ...... , ., ... ,,,~•' / ct: ...... ••""""'.""• ,/ f~,>·=.·"_,'·,·:·.·,' :.': ... ·.· ., ..... ,..... , .. i(,.,·:·.·::.::::;:;•; ,, .... ,." ' ···~"'·,-.,.,.,,, .. ,.,·,~ ... ,:,, ....... _.,...,........ '" ·····.~:.~:~::·.-.·.::.:::~:,i\:~~-;·.-~•··· ••Lm.--,.. • .,a.., ... ,,,•,,., • w,.~ ,.., ... 1~;·· •... 80 6s9.o/ .,, 185,7 ------- 71 1187,g ~~~1..1 70 · 1 5,0 ·@7~:L-1 73 )175.7! • 81 )181.SJ O.S, SEES CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER 10 PROMOTE HEAL THY GROWTH OF THE PLANT MATERIAL AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SHEET ~ FOR IRRIGATION LEGEND 2. SEE SHEET ,1-Jr.i' FOR IRRIGATION DETAILS 3. SEE SHEET :2 FOR lRRlGAT,O~l NOTES -4, ~~ 58 fOf-fiJEL r-):::0. N'.Jfl=.'? 68 EET 22 - 13 I' I 1' I I' I f I I' I I / 67 61 !'195.0! , f1'96 . .2f 66 ,,,(& i' .. /192.0! 193,0 I I I I -1' \ I .I ii • • I \ --------~-..--.-..... __..---. i 1 ' I '' 7' BENCH 00 Gillespie• DeLorenzo ASLA & Asaociates, In~ •. La,,ri.dsr;ape Archllechl.'1'1i1' Date Job No. 91-100-t. Dra.wn JK I ---------\ ' -~i-~~~~ ~,-~t. 1'.3~1'~ U~'l NO. $ MAP NO. 8258 •fllOTE: . _ . . . At.L oo~•me Rl!lfu:~ ' LINES SM>'!LL BE 314" P1PE. ' BENCHMARK: ~□CATION: DESCRIPTION: ELEVATION: REFERENCE: EL C!IM1NO 'REA1L AND OLIVENHAIN ROA{) STANDARD COUNTY M-1@ GENTERLINf MONUMENT 79.716 FEET U.S.G.S. M.S.L. DATUM COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 CONTROL POINT DESIGNATION, 81+72 INT. CAL COORDINATE INDEX 326-1689 APPR□VE'.D: ENGINEERING PLANCHECKER DATE INITIAL ENGIN·EER OF WORK i i \ ' , I 11 .! ON ,1 j 0A1E : ',!, 1::,1 I - ··FSVISID ' I ,, REVISION DESCRIPTION I L. ' ,, APPROVED FOR --f>tANTINt} AND JRRIGATION ONLY, -INCLUDING PRECISE J LOCATION OF PIANTINO AREAS. , IMIR'TBMffCE ~-B'f INDlVlDUAL LOT HOM•EOWNER EXCEPT AS NOTE N. T.S. "AS-BUil T" I DATE CITY OF CARLSBAD PLANNISG DEPARtMENT ! I I IRRIGATION PL'IN FOR; l,d, DATE INITIAL D'ATE INITIAL OTHER APPROVAL CITY APPROV~L AS .Dl'<N. BY: CHKD SY; RVWD BY: ARROYO lA COSTA VILLAGE I PROJ<Co N<il. ' CT-88·3-I '••" I CMWD 92-307 ~ • 0 0 ~ • ~ a, <C fii 8 :.'i w (!) <C ..J ..J > .. a: 0 LL z :.'i 0.. 1--z UJ ~ 0.. g UJ ~ a'.i ,Ii 0 0 z <C ..J ,.h..-. ,-L•···-· .. -... ·•·~· .•.. ,. ---·· ' . CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION 'NOTE: 1. SEE SHEET ?> FOR IRRIGATION LEGEND 2. SEE SHEET ,1-1>'? FOR IRRIGATION DETAILS f · 3, SEE SHEET ' 2. FOR IRRIGATION NOTES -, ' -. ,___..., . " ' VISTA ' ' ' liii,li',# < " ,.. ·s., . .._ ;"-.. "'~ '-' l'!f,A~'-".l'J . ' I CHAPARRAL .3 ... -.............. -~ . ··-···· ...... , ..... ,..,_,, .. , ',,, .. i, '·' '" -,,,. •ii.. "•, d ,,,·, ... "''·'·'" ,,·.,.·' ,,,:,: :,·.·.,. ,j ,./ .. , .. , , I·'·"'·'"·,, , .. :,,,.,,,,.,; ;.·. ,,.,,,.,, .... ,:,.·,,,, .. ,, , ,, .,.,,, .. ,,.,:1::'..' i,r,,·<, ;_:: .. ,.' ,.,:;;-i1.\,,i'; ,;,,.,,,/.1;1,·,, I I ,L VALVES 17 CC, 181CC /IJNO 1>9 ce TO!BIE CONNECTED TO SYSTEMS ON ARROYO LA COSTA PHASE 2 PLANS. SEE SHEETS 48 & 49, JOB NO. 91-119-01. *11 W,..-tt,";,r,a,rli,-::; ~~I) ,.._ ... .._,_,,,..... ..... ,·' l' . -~1¢"·· .. -., ..... ,. ' .. · .... 1 ')G ONTROLL'ER " CC " TO BE 24 STATIONS SEE SHEET 2 ao Gillespie• DeLorenzo Lan.daC£1Pf' Architecture Do.le Job No. 91-100-5 Sr:ale: 1"=20' ~ \.i<NDSC,p~ <.~ / s F. De ( :fy":. ~ a -~ ,if &<Y NO. I~~ ! °' jj_ '.I. /. s, ,, . , $:gr.a1_ure' u , } • • 1,.7 .4? • ' ... ,. ~ ,J' l; ,. ~-%" -17< Of 0~1..\i<J BENCHMARK.: LOCATION: EL CAMIINO REAL AND OLIVENHAIN ROAD DIESCRIPTION: STANDARD COUNTY M10 CENTERLINE MONUMENT ELEVATION· 79.716 FEET U.$.G.S. M.S.L. DATUM REFERENCE: COUNTY OF SA'J DIEGO BENCHMARK SOOK PAGE 164, CATE: APRIL 1988 CONTROL POINT DESIGNATION: 81+72 INT. • 0 . 20' 4()' 60' ' APPROVED: ,eh-/4L ,O'~.z. ' ENCINEE•INC PlANCHEC~ER DATE i:Z•tl-'ft. ,Hu-, // ~A-'Sd'JZ.-/PE&,,:'Pt:»=J<&. :.ri\PD/7'/olf/"5. 4·/o.'J· ~ PELET'f!f; Se-NSO~S A.,Z.P-'1• .l!ll!1,_ ~ Alm-r · ,1-.1, .. ~s. " DATE INITIAL ' ' ' . ....... ;;· ' ' . • • ,,, ,-.,.,.,.,._,,, s.c,.. ... ., "'"~"-"'"" ""'"""'"'......_, .-,.__,..,a,,...,, IIAfflTENA E PROVIDED BY • NOMEOWN 'S ASSOCIATIOII' \ I ' \ \ I l KEY MAP N.T.S ' APPROVED FOR PIANTING "AS-BUil T" AND IRRIGATION ONLY,. ht.(,grf ,. "'f-[.zo l'f! DATE INCLUDING PRECISE 4L ' 1/, ~ Arc.4,. l1TLE 1 ~ •. ·• LOCATION OF PIANTING RE>'EWED e'I'• l--1::iac.k 4~1·99 AREAS. INSP::CTOR DATE •-/'I-• .. ,/ 4 ~ CITY OF CARLSBAD ~ b· Ii·' 7 I I d.~~ ~ PLANNING DEP-A~TME'.NT 5 ., ' -IRRIGATION PLAN FOR ' ARR0'1'0 LA COST A ~llLAGE I -DROPLOTS .,,., . APP~ ~ , ,. ' --;, ,1, I{/--Y.4-~ A:'SStSl.ANi i=,L_J'NNING OIRl;:CTyi o\n; , DATE INIT:AL DATE INITIAL DWN. SY: ~~OJE:CT NO. DRA\MN·C NO. \ JK CAL. COORDINATE 'NDcX 326-168·9 CHKO SY ENCiNEER OF WORK REVISION DESCRIPTION OTHE'1: AP~~OVAL CITY A.P'PROVAL RVWO SY: CT-88°3·1 ! 322•1•l i ' ' '' CMWD 92-307 . \ \ \ \ \ \ \ ' 'ff \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I \ \ \ I I I I \ I I I I t \ 'i-, I ', I ' I I I I I I I I I I \ I I \ \ \ ' I .. ..• , . .'·, .. .. 4 !133.3! 1133.1 I 3 \ \ \ -2--=;=:;:::=::tW. ·l';,1-~~~~~~~~f>( \ \ \ \ \ \ \ \ \ \ \ "'' I \ \ 12' WIDE PAVED TRAIL~~~\__j \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 7 CONTRACTOR/OPERATOR SHALL ONl Y APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER ATA RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SHEET : "J FOR.IRRIGATIOHlEGEND 2. SEE SHEET 4'1-~'?' FOR IRRIGATION DETAILS 3. SEE SHEET :Z. FOR IRRIGATION NOTES 4-.;.e,;i.jE.E.T 52;, fW-R.IEL MW.Nql;-S \ \ I I f '' I J132_9 I 2 ,,, 1152.31 ... • 11 I.EE SHEET 26 1l~~·j1 /H I 8 , 9 ., '.,, ',I,, I I I I I I 1~1\ .. , -' ' .. ' - 77 i'' 1166.9 I ao Gillespie• D~Lorenzo ASLA & Associates, [De. Son Dugo, CA. 92 t otJ (eti) 295-5116 FH (6t9) :t9't-.!~.f. Da.t~ JobNo. 91-100-1 Socile: 1 "= 40' Drciwn JR ' ' ' ' ; , • • ,' I , . i .· : . ' ' i ' .111@ ...... I 18s.6 I 71 I 18s.o I 72 " ,,.,,, JI. :,,,;,· .. · , .. ..l MAINTENANCE PROV1D-ED BY rNDIVIDUAL LOT HOMEOWNER .,-RI',., ~ U.l--1' a,'1 I 168.8 I + ~d 75 1159.31 119 1110.0 I • I. BENCHMARK: flt r \ I 1173.o. I LOCATION: EL CAMINO REAL DESCRIPTION: ELEVATION: REFERENCE: AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79. 716 FEET U.S.G.S. M.S.L. DATUM COUNTY OF SAl'l DlEGO BENCHMARK BOOK PAGE 164, DATE: APRfL 1988 80 169.0 AOOROVED: ENCINEERINC PLANCHECKER NOTE: ALL UNSIZED END RUN LAfERAL LINES SHALL BE 314" PIPE. 80' 120' ,--~-___, ,f//?&e DATE I,:,' I I . i '. 'I 'i ' I:; ... I .• ._·_ 1 1 ' ,ii I.: I ,·1: KEY MAP APPROVED FOR Pl.ANTING AND IRRIGATION ONLY, INCLUDING ~PRECISE LOCATION OF PlANTING AREAS. N.T.S. TITLE REVIEWED BX: INSPECTOR '' AS~ BUILT" 1-12_._i,_•"'_2-l---VL---+-1!!!:.l.k:'..f"'"'""'l--"!:l'~~~~,_,___M_OD._. _w_N_E._+---+---+--1----1 ~ CITYPL2~G ~~BAD IRRIGATION PLAN FOR ARROYO LA COST A VILLAGE I D•ATE DATE ~ ~ ASSI -b'lli CONTROL POINT DESIGNATION: 81 + ?2 INT. t-D_A_T_E-+-IN_I_Tl_A_L+--------------~--+-D-A_T_E-+-IN_I_TI_A_L +-D-A-TE-rlN-1.-TI-AL-t CAL. COORDINATE INDEX 326-1689 OWN. BY: __ _ CHKO BY: __ _ PROJECT NO. ilRAWING NO ENGINEER OF WORK REVISION DESCRIPllON OTHER APPROVAL CITY APPROVAL RVWO BY: CMWD92-307. ' ~-G 0 ~ ' ~ "' <( to 0 D <( ...J w 0 <( ...J ...J > ,. cc 0 u.. z 5 ,a_ II-- ~: ~ g 4 UJ ,> ,w ,o ~ 0 z 5 - 79 160.4 111 1 77 .1 2: 1 118 173.0 ~ I- UJ UJ :c (/) UJ UJ (/) 107 161.3 74 112 174.0 106 163.3 73 116 175.9 \ 62 185.3 41® l 82 190.B 83 193.3 84 191.4 85 188.0 ~114 tt~'1..IIK BS ~ A:.--''lr7 184.6 113 .. ~ 176.0 I 105 166.0 175 0 CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SHEET '3> 2. SEE SHEET~l-~:5 3. SEE SHEET .Z.. FOR IRRIGATION LEGEND FOR IRRIGATION DETAILS FOR IRRIGATION NOTES 0 20 40 61 190.0 100 j II 60 192 0 .J 5 7~14'<: 56 190.6 55 187.4 53 172.B I i CiO Gillespie• DeLorenzo ASLA & Associates, Inc. \ Land Pla.n'fi1-ng. ' Land.Jcct:Pf' A?iohittetu,r,- San Diego, CA. 92HM I' NOTE: ALL UNSIZED END RUN LATERAL LINE$ SHALL BE 3/4" PIPE. I'' , , MAINTENANCE PROVTDED BT INDIVIDUAL LOT HOMEOWNER ------------------ I BENCH'MARK: LOCATION: DESCRIPTl'ONI: ELEVATION: APPROVED: ~¢.4;q,L- ENGINEERING PLANCHECKER AF'PROVED FOR PLANT'l'NG AND IRRIGATION ONLY, INCLUDING PRECISE 1LOCATION OF PLANTING AREAS. RCE REVIEWED BY: INSPECTOR ' ; .. i ,EJXP·; _._ .. , .. :..1_·1.:·_:i'.-1. _ ~ uJ DAl'E (!l. :'.5 ~. ~ CITY OF CARLSBAD ~ j' 1-----+---1-------------~~-+---,-+--+---,-+----1 ~ ~--E_N_GI_NE_E_R_lflt(;_,_DIE_P_A_R_TM_E_N_T __ . -~• ;· .. ·· ·1 !, :~. Dc~~:~N~~~L ROAD • !lii,:i l'RRIGATIOfSII ?LmFOR f 11' STANDARD COUNTY Ml□ "'RR' O""'ii"ili ·L· .,...~.. ~!Ji._( dENTERUNE MONUMENT II'\' .... I U . ""I\-l',.,'V'-3 •1'!1"\i -'11.,,l,'i::1,._·_.,· .. ·.'.'' 79.716 FEET u.s.G.s. v,uLAGe 1 · 1 1-,,,,, Ni SL DATUM zH'.:::-.1 .. • . -~====~';;;j~=~~7t========.:~~~~~ W""'iil ;~;:"-'"' F.X 1 '") ,.,_,,,, REF: ~g~~~A~ SB~No:1EGO l----+--t--------------'---l---+---1---+-----i rr:A--c.~p-=-,p~,::-c·~·~~~~~~~~~~'----' £~~1,:-93 ·. ~ii{!i!i Jot> No. 91-100-1 PAGE 164, DATE: APRIL 1988 o,<i( i:d:fJ CONTROL POINT DESIGNATION; 81+72 INT. >: 1 Scale• 1"= 40' CALIFORNIA CDORD. INDEX 196-6252 (NAO 83) DATE INITIAL DATE INITIAL DATE INITIAL g~~D BJ~: PROJECT NO. DRAWING NO. ~ i i 1 ~ Dro,wn. REVISION DESCRIPTION RVWD B':•. CT-88-3·1 322-1t Cll;li, ! iL-----------------------------------------------------------------..:==:;:====--..;.~--~---•••iiiiiiiiiiiiiiiiiiiiiiiii-~E;NG;1N;E;ER;o;F;w;o;RK;;;;.;;.;;.;;.;;.;;.;;.;;.;;.;;.;;.~;;.; .. ~oTH~ER~AP;P;Ro;v;A~L;a;TY;;;A;P;PR;o;vA;L;;;;;;;;;'';;~;;;;;;;;;;;;;~;;;;~;;;~;;;;;;;~~:i CMWD 92·307 ,! N 81 o 1 o 9 I 155. 7 I ,,~r \1 \ \ 0 .. ' 1 20 ~ 14 l 40 .01 15 !,63.5 I 16 i,s9.9 1 io#JI:?{(~ f.t,,,C..-~ ~u., ~~t:-1:'./w 4t,0\f\TTVN \ f4Sl'A'FIO~ IIEE+:!! CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL AT NO TIME WILL THE CONTRACTOR/OPERATOR APPL V WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION 100 -NOTE: 1. SEE SHEET 16, .;)FOR IRRIGAiflON LEGEND 2. SEE SHEET -~-~•FOR lflRIGATION DETAILS 3. SEE SHEET 2 FOR IRRIGATION NOTES . 'j 11 I BENCHMARK: LOCATION: EL CAMINO REAL AND OLIVENHAIN ROAD DESCRIPTION: STANDARD COUNTY M10 CENTERLINE MONUMENT ELEVATION: 79.716 FEET U.S.G,S. M.S.L. DATUM REF: COUNFf OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 . CONTROL POINT DESIGNATION: 81+72 INT. CALIFORNIA COORO. INDEX 196-6252 (NAD 83) · ,1· ·'·'·"·'·•·· .,, .......... , •••, · ·· ·······I···· I ,, APPROVED: dz;~ , ' ', . ,, I ' I ; , MAINTENANCE PROVIDED BY _JHOMEOWNEB'..S..AS.S.QCIAIIO•.u..._..._...u_ '., Ii I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVI D BY: KE:'Y MAP ~ N.T.S. 1111 Gillespie• DeLorenzo ASLA & Associates, Inc. La.ndsca.pe Arch'l'tc,cih:L-re (,61') lflS-6115 ,a (61') a, ..... Date Job No. 91-100-1 Sca.ie: 1" !!!!! 401 Drawn "AS BUILT" -+-u. ,, . ,A;,c,,4._. DATE ENGINEERING PLANCHECKER -L"-4-.!?J""-'-""a'-=-1--L+------'-_ 4 ·tK · 2? INSPECTOR ff\ DATE DA TE INITIAL NGINEER Of" WORK '/:, ~;;?N~ fl,IA,Nt.,ftJi!,;" =v, ~IONS E.LocATe REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL 'IRRIGATION PLAN FOR DWN BY: CHt<D BY: RVWD BY: ARROYO LA COSTA VILLAGE I PROJECT NO. CT-88-3-1 DRAWING NO. 322-1l CMWD 92-307 J.N. 810.10 .... I ... ' ..., .. ;! ~ j .... ~f ::► ~~· J t .. • ' u ' • l • C I < ,, ''11 u I C ~ -I u C I ' ~, ' l I ', 1 L.J, \ ' \ \ \ '' \ I ' \ I R1eG. \!'1. bD. ,if. \ \ I . , \ \ ''\ 'i \ \ \ \ \ \ \ ~ : , , · 1•1i ~ • i ❖ .;_i:.,!J;:.. . E >:I 5T. , 'WMt!!I< \ ELECTfll'C LINES \ \ \ \ \ ~14 ~~ \ flJEL 1'1oD 1t1N~ '"·,._...- \ \ \ \ 6·1 --~-..+:-j,: -"--\.\l+:i,~ "='"i-';--1,"'"'-.-~ fUf.L. 1"W-0~t -"""'=%:'~CJ,. \ \ \ \ \ \ \ \ ' \ \ \ \ \ . '\ \ \ \ I \ . CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SHEET ~ FOR IRRIGATION LEGEND 2. SEE SHEET ~I-'!>? FOR IRRIGATION DETAILS 3. SEE SHEET Z FOR IRRIGATION NOTES . ~ ,.~ ff'T Eh fof FUEL l'1ro ~e,. ,. '1_ : \ . ' I '..:.-:-, . . ·7 > II 1' flJEL. ~-tor-111 A-2' (162.6! ' . ' .-1~/IW', -ip' 1-,,__.~ffi"'c.::,3~ To,p ~ '\ ~1''1 ~ +~ I i ~ \ \ i T \ 0 3 \ ,o 15 I I 166.sr .. ri1120 ~~ I I I I \ ~ ' I \ I : \ '! \ ,, \ \ \ ' \ \ N ~ CiO Gillespie• DeLorenzo. ASL\ &: Associates, Inc. Lind.sc:a.pe ATc-hitectti.re Date Job No. 91-100-1 Soa.i,: 1"=40' Drawn JK ,~·1illiil:tmmr .. 11 11.B10 ' ' i'. \ ', cc: ;::-7\; ;::-' - ( ,\ J-> MAINTENANCE PRO'ffl)IED BY INDIVIDUAL LOT HOMEOWNER .1113.ol j110.a!! , I I 119 .. , .... - I I°' \' I \' ' 111 f171.1 'I 107 118 117 11ss.01 106 . !161.3! I \ \. 100 \. ' 99 BENCHMARK: LOCATION: DESCRIPTION: EILEVATION: REFERENCE: \, 16C.O EL CAMINO REAL AND OLIVENHAIN "/OAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.S G.S. M.S.L DATUM 0 40' APPROVED, I ' 1•1 I I! I! ' ,I j 11 I !I I II Ii l'I I I' ' 1I i' I' ' i 'I " I : I :i '.] ,: i NOTE: ., ,: : jlj , : I .I ALL UNSIZED ENO RUNtATER~l!i I LINES SHALL BE 3/4" PIPE. ' : :1 I i,' I I I ! I , I I I I I ' ' I ! I ' I I : ' ' COUNTY OF SAN DIEGO j; 'i i , ![ I c KEY MAP APPROVED FOR PI.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF P1ANTING AREAS. AS N.T,S. ,INSPECTOR I :,\ I "AS-BULT" DATE BENCHMARK BOOK ' '. ,i IH : P.AGE 164. DA TE: APRIL 1988 1 ---lf:----1------.:..' .:..'1 ·'~-+'4+4. *•I.,.,·,+" 1·1,.',.•,4·· '__.•---+--c::-+---+':::j-::::-+±i r7:7 L-..----+-----' ~ _'-_-_-_-_-_-_-_-_-_--~ _-~~-=-:=.:=..:=..:=..:=..:=..:=..:=..:=..:=..:=..-=='. DE 72 ,-' DWN, BY, PROJEC1 NO DHAWING N•O, CONTROL POINT SIGNATION: 81+ · INT. DATE INITIAL ' ,; ,! 'I : 'I' DATE INITIAL : DA7'E •l<i1!tiAL CAL. COORDINATE INDEX 326-1689 ENGIN~ER OF WORK REv,s,oiNi ditfi~i: 'r, .m10~ OTHER APPROVAL ,. CITY APPRO'.iAL ~~:~ :~: --~ 322·tl CMWD92-307 , ...... , .......... , UJ ~ ...J ...J > cc 0 LL z 1 Cl. i'-z UJ ~ Cl. g UJ > UJ' D D z < _J -l -@-63.3 ~, \ I \ 107 161.3 \ \ 11 3 176 0 ~ @~ f 105 166.0 , 1 ,, 103 166.5 102 166.3 18 753.7 19 157 .5 20 150.0 21 748.0 22 146.0 CONTRACTORIOPERATOR SHALL ONLY. APPLY SUFFICIENT WATER TO PROMOTE HEAL THY GROWTH OF THE PLANT MATERIAL AT NO TIMEWIU THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL-SATURATION NOTE: 33 140,0 34 138.0 1. SEE SHEf:T -S FOR IRRIGATION LEGEND 2. SEE SHEET--!!/•?S~ FOR IRRIGATION DETAILS 3. SEE SHEET ~ FOR IRRIGATION NOTES l 0 20 87 40 SEES 36 1127.□ I !~.d %1 I f_p I 46 45 138.0 100 ---------------------- / / / ------ / / MAINTENANCE PROVIDED BY INDIVIDUAL LOT HOMEOWNER I I c I ;:, \ ~ / 47 144.0 121.4 BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: / / ll 31 EL CAMINO REAL AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.S.G.S. M.S.L. DATUM REF: COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 / CONTROL POINT DESIGNATION: 81 + 72 INT. CALIFORNIA COORD. INDEX 196-6252 (NAD 83) s-1 ci (J) f-z U D <C f-z Ci,;'. f- APPROVED: NOTE: ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE. dZ/2('2Z.. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ACE REVIEWED BY; KEY MAP N.T.S. Gillespie• DeLorenzo ASLA &: Associates, Inc. rs,aJ m-sns ru (8'9} m-aru Da.ts Job No. 91-94-18 Scale: Drawn "AS BUil T" DATE EXP. ENGINEERING PLANCHECKER ' DATE INSPECTOR DATE t-----+--+--------------ae---------+----+-----+----1 ~ Cl TY OF CARLSBAD ~ ENGINEERING DEPAR™ENT IRRIGATIOI Pl.AN FOR . ARROYO IJA .6osr A VILLAGE I fsHmsl ~ ~~IREU:Z-:»-93 £-l<6_-?k t----+-----+---------------+----l---l-----1------.J ASSI ' DAft l---c:---:-=c+.-:c-c=-:-:--f---------------+----1---l----1------.J :::===::,;t.'.::..=-=-=-=-.:;-;::~-=-=-=-=-=-=-=-=-=-=:::====== DATE INITlAL DATE .· INlJlAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVA CITY APPROVAL ~~ ~~; CT-BB·3-1 322-ll ... 8 APN 255-023-01 ...... ---; - \ \ MOb1F1GATJON_, zort.- EL MW, z.oNe, A-2 \ t-~~-_, \'' \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONTRACTOR!OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION NOTE: 1. SEE SHEET . ~ FOR IRRIGATION LEGEND 2. SEE SHEET ?>I-~~ FOR IRRIGATION DETAILS 3 SEE ~CIF<::T :7 -F0"' ;c•'-"'' \···•~" ·c ,, . C: -4. ,;e.g -,; :;_, -,-5b fCf2 f!)a M?v. r-jl::r[E 0 11sa.11 18 \ \ \16.61 1.0.P ' \ 22 I 146.0J ro_p \ . \ \ 26 130.0 I 149,8I 98 I 146,3I 97 .Qillespie • De Lorenzo ASLA & ABsociates, Inc. Land, Ptc:11:11i'f"f.g, ---- Land.scape Architectur. (6i9) 295-SttS FAX (Gt9) 29'1-235~ Dafo Job No. 91 -1 00-, Scale: 1 "= 40' Dra.wn. JK NOTE: ALL UNSIZED ENO RUN LATERAL LINES SHALL BE 314• PIPE \),NOSCAe., ;,,._~ F. DE" l -1-fc .. ~ ~ 1; J!, t: NO.. 1066 q~ '1; (t: -✓ ,I _Jill ..I - -I" • IV • s,s;in.stu,e ( • ?-;,,_,,,, • ~ o.te~ *" I: or c~\. ,~ cl<' BENCHMARK: LOCATION: Ee CAMINO REAL AND OLIVENHAIN ROAD DESCRIPTION· STANDARD COUNTY MIO CENTERclNE MONUMENT !:LEVATION. 79.716 fTET U.S.G.S. M.S.L. DA TUM REFERENCE· COUNTY OF SAi\ DIEGO BENCHMARK BOOK PAGE 164, DATE, APRIL 1988 CONTROL POINT DESIGNATION 81 + 72 INT. CAL. COORDINATE INDEX 326-1689 ' ' ~ '--I 0 40' 80' • APPROVED ~ ' ~ ENCINEER:!NC i:,LA.NCHEC~E.A •.. • ··-· ' - -~""'• ---~••s,, • ., .. , -~-~ ... ~-~ ... DATE IN TIAL I:. "IGINEER OF WORK ~EVISION . MAINTENANCE PROVIDED BY INDIVIDUAL LOT HOMEOWNER \c KEY MAP N.T.S . APPROVED FOR PLANTING "AS-BL IL T" 120' AND IRRIGATION ONLY, DATE I INCLUDING PRECISE r1ru: -~~· .,-~-,~. LOCATION OF PIANTING REVIEWED 9 Y; r//V"Y-z.. • I AREAS . . •-•-a DAT< INSPECTO~ DATF; -~-~ CITY OF CARLSBAD ~ '_, ___ '"""•'----~--PLANNING DEPARfMEN1 5 8 -.. IRRIGATION PLAN FOR -~-~ .. ~--·"··--ARROYO LA COSTA •~•~,e••~~ VILLAGE I --·-··•,-, __ ,_,, __ ,,-, i / .. · i , . -··~····----~ . -··- F-zF-,9~ -AP~O~Q u" (,, , V • JI (/ ""''•"•''• AS= I ANT PYANMNG 01RECTOJ7 --·-··· DATE , ... ., , •... ,. -~"-···~---' I '-· OWN. BY: PROJECT NO. DRAW•NG NO. DATE INITIAL DATE INITIAL CHKD BY'. DESCRIPTION ----CT-88-3·1 322-1L orHrn APPROVAL CIT'r' APPROVAL R'VM> BY: ·---.-~,--~ -- CMWD 92-307 ~ • 0 0 ~ • ~ 0, <( f- (/) 0 0 <( _J LJJ C, :5 _J > a:: 0 u. ·z :5 c.. f-z LJJ :;a c.. 9 LJJ > LJJ Cl Cl z ~ . , ' ·, .' :''' .111· rliiiili_llllil _____ iiliiiiililliillllil ____ ... _._._._·..:..·_•_•_•..;..·_•_•_·_·iii·'_::.,,!.,ii._'·•'_"•'-•. ,_.li"~'"'~·"~~~~~~~"lli··_,ilil··_'iill'i,_•-,_-_"~·'•··_r,j_·~''-'~~~~~~~llllllll-llllllll~-.. llllllllllllllll---llllilllllil ... _ii;",,"ii'"'•··';._llllllll_lllllll_llllllll_,111'·-·•-,,111·1111111-11111111---llllli ... _'iili1',,-".iiim;;m-•--,,l._,;,liii,,,:,_"iii"111111111111111111111iiiiiiii __ ... __ "iili'''''i!''U'''ii'"'"_"_c.i",----·-Mll-... -'-l,._llllllll---11111111-11111111 .... 11111111-----'•·----'"•'--·•·iiii'·""·iiii"'liill··"--lilllilll-111111111111i---li{l:~1I:ff:li! -le i '..,j I " ' i.; ! I ,...) " i \ ' " : ~ I ., I. \ "'," "" \ \ ....._ ' ' \ \ \ \ \ \ \ \ .. i_l •. : \ ·iii ' ,,, . . ,,' _: ; .i . ; : ! ·!.;·· .. : i -' ' .-i : ' : ' .· j ; ' ; .•, . : : .= j i '• 24 134.7 I 10 26 ,.,,,,pr -'-!41 32.6 1'2 .. 23 144.0 27 130.1 I i ,· i : •• ' ! ' ':·,;, ' NOTE: \ ', ! ' ! : ,,· , ,, \ , , ,, I CONTRJO.CTOR/OPERATOR SHALJLONLY JIJPPLY SUFFICIENT WATER TO PROMOTE HEAL TI--l!Y GROWTH OF THE PlANT MATERIAL AT NO TIME WILL THE CONTRACTO!:vOPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION I " . • 1. SEE SHEEt... "5 .... ·.,., ~()R IRRJGAiitlRt.EGB«:i 2. SEE SHEET~-~3 FOR IRRIGATION DETAILS I·· 3. SEE SHEET.. ~ .. FOR IRRIGATION NOTES ' -I I,; 0 20 40 "' 28 127.0 ~"/ I ./ I I 100 I I I I 138.0 ~~· . " 5· f.f · .. · '?· · 31 1~29 ,/ \JJ.7126.3 30 126.3 T26.5 --- ,ol't' . " I , ., 134.2 CI, ~ ~ ,,, ~3avu 104.5 -------- .. ~. ··~.·· -._;: ____ _ -..::::-::'--II;............_:---__,, i 1. !_, 1 BENCH NOTE: MAINTENAISE. PROVIDEP W INDIVIDUAL LOT HQMEOWN!AJ ALL UNSIZED ENO RUN LATERAL LINES SHALL BE 3/4" PIPE. I I '"''<---iMAINTEN~NCE PROVIDED BY HOMEOWNER'S ASSOCIATION I c. 'i ·I i i I ____ -..__i --'>!.OLJVENHAIN ROAD --l l CiO Gillespie• DeLorenzo ASLA .& Associates, Inc. lt:md Planning, La:n.dsc~ Archite"cfu.ril 1'1fi ANl1"q C~ RNII. STE f9/JO \ San Diago. CA. f121·08 · (6f!i} 296-6115 FU (619}-2?'1...Z35'- Date Job No. 91-100-1 ScGie: 1 ·= 40' Drawn BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: EL CAMINO REAL ANO OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.S.G.S. M.S.L. DATUM REF: eOUNTY DF SAN DIEGO · BENCHMi/>/RK BOOK PAGE 164, DATE: APRIL 1988 CONTROL POINT DESIGNATION: 81+72 INT. CALIFORNIA COORD. INDEX 196-6252 (NAD B3) KEY MAP ~ ---- ------------------ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE APPROVED: LOCATION OF PLANTING N.T.S. "AS '8!LJ1LT" DATE RCE EXP,---- REVIEWED BY: .ar--4:/4 r.«V2e... AREAS. ENGINEERING PLANCHECKER ' DATE INSPECTOR DATE 12-2 L IF I fsitml CITY OF CARLSBAD fsHEfrsl t---+---1---------'---------+--~---+-----+--l~'---~EN~G~IN~E=E~Rl~NG~·~D~EP..;..A~R~™=.c.~T---'~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL lRRIGATION l'I.Jt.l FOR DWN BY: CHKD BY: RVWD BY: ARROYO LA· COST A VILLAGE I PROJECT NO. CT-88-3-1 1 DRAWll'JG NO. 1 322l...1l 11;!( ·.1 -~ i i . ' . i ;, ·, i" I ,....,.... .. ~-1 · I I r ( \ l i 1·· , • · , , r \ \ I !;! I· 0 m <C .. \ ··-::,,_\" .. ., "' ' . . -·~··,/ ! I ,f I I . I I . , , • . f I I . . ' I I I I i I I I ·JIJJ.~i 1-! I i .. I i ' I i i I I ,; \ OLIVENHAIN ROA \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ---~-----::)L ?Q'id'!~L. ~ . ~g,, .'.2!0,,l LI.: .. ~z:::PMe>i.l'J€t?J.NTq:·· ?t:f>:~·-· .. - se'IS "?'~er ~- \ \ ··-,·----~' \ \ /'-.OW. I I I 0 10 20 - '---,~~~.'. ,,.,. .... ,, ... , ' , S~E ~~!I!!!... , \ f 14' : ... ' 1 I i' l j Jo I I I~ I I I I I I I \ I r ( I I I I . '•• I j: lj, •, 'I / • '.l ...... , .... , j.. ... I ! .... / I I! 11 I I I \ \ SEE SHEET 29 .. . ----___ ,__, ) 50 BENCHMARK: LOCATION: EL CAMIINO REAL . AND OLIVENHAIN ROAD STANDARD COUNTY M10 DESCRIPTIOM: 1 . CE:NTERLINE MONUMENT ELEVATION: 79,716 FEET U.S.G.S. M.S.L. DATUM REF': I \ COUNl'N' OF SAN DIEGO BENCHM(IRK BOOK .. PAGE 164, DATE: APR'IL 1'9'8'8 CONTROL POINT DESIGNATION: 81+72 INT. CAUFORNIA COORD. INDEX 1%-6252 (NAO 83) I I i1,• •• I ·•I! .· I lj ' . I ' . , .. , I' 1 Iii , , ' ' . A' 11ijRt 1VEd 11FD~ PLANTING : ',WKJ'Dt IRR'IGATION ONL y" i : ':1: .:i1N®'lUDING PRElJISE · i APPROVED: \ ,, :-1'' ,j/!' i~ICATION OF PLAN TIN@ ~ 4?/ . '(\HT11 Iba-~ ,i! !iii i i!ii11i i AREAS. ENGINEERING P~ANCHECKER\ :: ,; ,i ., I. DATE; ,,,,.. , i!I i{iii:l:l!:IU 11:fiiiifii!.J 'Gillespie•. DeLoFenzo · . . I ·., ASLA & Associates, l!Ac. :l;oru! Plo,...ing,I i;and:s:c(Z.:p4t A'r0~7" :flfi'r .s J/.'IJll"mfl emnv.J. ~ lifJ' lfJOO. 'SrQt\ Dw111, Ci, 921~ Date. Job No. 191-100-1 Sea.le: f'= 20· 'J)rawn \ / ' I I R'CE EXP. 1:z.j21 . .,/Z CL COHTJZOl.1EF-'ff' AOf';eC?., i' Ill !i II ·· · 4·/o-'-S°~: .'If 4.zi-~ ii:lli: I SHEE·T. I CITY OF I CARLSBAD S~TS 30 11 ENGINEERING DEPARTMENT .. I ~--~ii DATE INITIAL ENGINEER OF WORK I ' , . , II !AR1GATICHRM ~• : .. . . . I ARROYO''LA COSTAi VILLAGE I 2' MAX. w 5 i 0 H: 12"MIN 36" MAX. G) WATTS #77S LINE SIZE WYE STRAINER @ BRASS NIPPLE, TYPICAL © 1 CU. FT. CONCRETE THRUST BLOCKS, (g) REDUCED PRESSURE BACKFLOW DEVICE TYPICAL. WRAP PIPES W/ 10 MIL. WITH 2 BALL VALVES, REFER TO TAPE. SATURATE AND COMPACT PLAN FOR TYPE AND SIZE OF EQUIPMENT SUB-GRADE TO 90% PRIOR TO POUR. @) BRASS UNION 0 FINISH GRADE G) BRASS ELL (TYPICAL) @ PVC FEMALE ADAPTER SEE BACKFLOW ASSEMBLY NOTES ON SHEET 2 1REDUCED PRESSURE SECTION BACKFLOW PREVENTER NOTTO SCALE SCREEN FILTER (SEE LEGEND) VALVE BOX (SEE SPECS.) PVC SCH 40 FEMALE ADAPTER (T VP.) 4" MIN. OF PEA GRAVEL PVC NON-PRESSURE LINE NOTE: UNDISTURBED SUBGRADE 1" IN TURF AREAS; 2" IN SHRUB AREAS BRICK OR CONCRETE SUPPORTS ON UNDISTURBED SUBGRADE SEE TRENCHING DETAIL FOR DEPTH SCH. 80 UNION AND NIPPLES (TYPICAL) VALVE BOX LIDS TO BE PURPLE, BOLT DOWN TYPE FOR RECLAIMED WATER SYSTEMS. DRIP IRRIGATION SCREEN FILTER G) PLASTIC VALVE BOX WITH PURPLE BOLT-DOWN COVER ® HEIGHT ABOVE FINISH GRADE PER SPECS. © QUICK COUPLER VALVE, SEE LEGEND 0 BRASS NIPPLE, LENGTH AS REQUIRED ® 4" MIN. DEPTH CLEAN PEA GRAVEL 7 ® BRASS STREET ELL, TYPICAL (3 REQUIRED) (z) BRICK OR CONCRETE BLOCKING, TYPICAL ® BRASS NIPPLE 6" MIN. LENGTH ® PVC SCH 40 TEE OR ELL (g) PVC MAIN LINE DEPTH AS REQUIRED (D 36" MIN LENGTH #4 REBAR STABILIZER, ATTACH W/ TWO (2)STAINLESS STEEL BANDS. SECTION NOTTO SCALE QUICK COUPLER VALVE SECTION not to scale G) PLASTIC VALVE BOX WITH PURPLE BOLT-DOWN COVER (V 1• IN TURF AREAS: 2" IN SHRUB AREAS © APPROVED WIRE CONNECTORS 2 @ PVC NON-PRESSURE PIPE (SEE SPECS.) @ PVC PRESSURE PIPE (SEE SPECS) 0J} PVC SCH 80 NIPPLE (TYP)(LENGTH AS REQUIRED) (D CONTROL WIRES; BUNDLE AND TAPE (W/ 24" MIN. EXTRA WIRE) @ 2X4 BRICK OR CONCRETE BLOCKING © REMOTE CONTROL VALVE (SEE LEGEND) @ PVC SCH 40 TEE (SxSxS) OR ELL(SxS) Q) PVC SCH 80 UNION ~ ON MAINLINE vSOLENOID @ 4" MIN. OF PEA GRAVEL @ DEPTH-SEE TRENCHING DETAIL (D PVC SCH 40 FEMALE ADAPTER (TYP) REMOTE CONTROL VALVE SECTION G) @ G) Q G) not to scale 5X DIA. FLOW SENSOR -SEE LEGEND © 4" MIN. OF PEA GRAVEL PLASTIC VALVE BOX WITH 0 BRICK OR CONCRETE BLOCKING PURPLE BOLT-DOWN COVER © MAINLINE -SEE TRENCHING DETAIL CONTROL WIRE WITH 24" EXPANSION COIL ® 12" MINIMUM 1" IN LAWN AREAS; 2" IN SHRUB AREAS @ STRAIGHT RUN OF MAINLINE PIPE TO PREVENT TURBULENCE WATER TIGHT CONNECTORS FLOW SENSOR SECTION NOTTO SCALE llEAT BRAIDED U.Dffl MUMIIDIND TO BB APPII.OVl!D iY UNI> .... CII. ,-----AU. SPUCl!S1 JM Sl!l.llU , ____ n-u CONNl!CTOR PAl:.S OR ,J>PROVBD !QUAL ---2" WlRI! SV.CK 1111 l!A. l'\11.LIIOX, 'l'Yl'. Pli'IISI{ SUIU'ACS ~-CAASON INDtJSTilY MODEL Hl9-13U CR ,\.!'PROVED llQUAL ,-.:1-.----1/(' MINUf Cll.UfHE!) 1!.0CJC 111!D :::=:=Jo-,... 1-1'2' SCH -CO PVC CONl>Urt, OIU,Y NOTU; Ptn.L IIOX !NTBl!.V Al. NOT TO l!XCl!EO KIO Ui. FT. 1...-\ll!L WIRB WJIH YELLOW TAO W/111.A.CT: l.lrn'l'RIN(l Wlk!!D TO WU.JI SLACK, SEE SHEET 8 FOR MAXICOM CABLE INSTALLATION SPECIFICATIONS. HARD WIRE PULL BOX SECTION not to scale ® (D PLASTIC VALVE BOX WITH PURPLE BOLT-DOWN COVER ® 1" IN LAWN AREAS, 2" IN GROUND COVER AREA. (D BALL VALVE €) INTEGRAL UNIONS @) PVC SCH. 40, 45° ELL (TYP) ® PVC PRESSURE MAINLINE '--'""~ PIPE(SEE SPECS.) Q) 4" MIN .. PEA GRAVEL © 2X4 BRICK OR CONCRETE BLOCKING ® DEPTH-SEE TRENCHING DETAIL @ SCHEDULE 80 PVC NIPPLE BRASS BALL VALVE SECTION 0 0 PLASTIC VALVE BOX WITH PURPLE BOLT-DOWN COVER CONTROL WIRE WITH 24" EXPANSION COIL 1" IN LAWN AREAS 2" IN SHRUB AREAS WATER TIGHT CONNECTORS not to scale @ SCH. 80 UNION AND NIPPLES (TYPICAL) © 4" MIN. OF PEA GRAVEL (j) BRICK OR CONCRETE BLOCKING ® MAINLINE -SEE TRENCHING DETAIL @ 6"MINIMUM @ MASTER CONTROL VALVE MASTER CONTROL VALVE SECTION APPROVED; ~47& £NCIN([Rl"'IC ~LANCHECK(.G: DA1C. INIT'A·_ ~·-· -" ·"" ,_._ ...... ,-_ ENCIN((::;i OF WOR+< NOTTO SCALE APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING ARP.AS. CiD QillesR_i_c ~ Del.,orenzo ASU & Associates, Inc. lanct ?tanning, Landscape A re h1tec tu,,-e Job No 9, ~'CC·· I Drq:um CMWD 92-30 ...-----------------------------------------------------------------------------------------------------------------------------------.;.....-.:...., ---... ,,.--, 1 6" MIN. ANTI-SIPHON I I 0--: I I I 90° I I I I ~--{ 2 G) BUILDING WALL ® ANTI-SIPHON VALVE WITH UNION 0 FINISH GRADE 0 PVC SCH 80 NIPPLES ® PVC LATERAL LINE-DEPTH/SEE TRENCHING DETAIL © PVC MAINLINE -DEPTH /SEE TRENCHING DETAIL (?) 36" MIN. LENGTH #4 REBAR STABILIZER· ATTACH W/ (2) STAINLESS STEEL BANDS NOTE: ANTI-SIPHON VALVE SHALL BE LOCATED NOT LESS THAN SIX (6") IN. ABOVE HIGHEST OUTLET ON ITS SYSTEM. VALVE 40% ~ 60% I I I I 750 I , --. ~ : I SECTION NOTTO SCALE 0 LOCATION AND ANGLE OF IRRIGATION HEAD @ TOP OF SLOPE : I I I I @) MIDDLE OF SLOPE G) BOTTOM OF SLOPE G) SLOPE FINISH GRADE SLOPE HEAD PLACEMENT Q) POP -UP ROTOR HEAD, SEE LEGEND ® FINISH GRADE @ NOTE: ALL HEADS TO BE PLACED MIN. 4" CLEAR OF ALL HARDSCAPE SURFACES SECTION NOTTO SCALE ® © MARLEX STREET ELL, TYPICAL (3 REQUIRED) @ PVC SCH 80 NIPPLE, 6" MIN. LENGTH 0 @ PVC SCH 40 TEE SxSxT (D PVC LATERAL LINE, SIZE AS NOTED ON PLAN © DEPTH-SEE TRENCHING DETAIL POP-UP ROTOR HEAD SECTION not to scale 6' ® ANGLE VALVE 0 PVC SCH 80 (GREY) STREET ELL (3 REQUIRED) ® MANUAL CONTROL VALVE WITH UNION ® PVC SCH 80 RISERS 0 FINISH GRADE © PVC LATERAL TO AVB (SIZE AND TYPE TO MATCH MAINLINE PIPE). ® 36" MIN. LENGTH #4 REBAR STABILIZER- ATTACH W/ (2) STAINLESS STEEL BANDS 0 PVC SCH 80 NIPPLE (LENGTH AS NEEDED} (MANUAL CONTROL VALVE) SECTION (D SHRUB ADAPTER W/ SPRAY NOZZLE, SEE LEGEND @) PRESSURE REGULATING SHRUB ADAPTER WHERE REQUIRED (D PVC SCH 80 NIPPLE, LENGTH AS REQUIRED (TYP.). @) FINISH GRADE {[) ALL HEADS TO BE KEPT A MIN. OF 4" FROM ANY HARDSCAPE SURFACE. not to scale @ MARLEX STREET ELL, TYPICAL (3 REQUIRED} (D 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT @ PVC LATERAL LINE @ DEPTH-SEE TRENCHING DET All SHRUB SPRAY ON RISER SECTION 14----{ 1 G) STREAM ROTOR SHRUB HEAD, SEE LEGEND (v BROWNLINE UVR-PVC COUPLING OR ANTI-DRAIN VALVE WHERE REQUIRED not to scale @ STAINLESS STEEL STRAPS (2 REQ'D.) W/ #4 REBAR STABILIZER, 30" MIN. LENGTH © MARLEX STREET ELL, TYPICAL (3 REQUIRED) ® PVC SCH 80 NIPPLE, 6" MIN. LENGTH ® PVC SCH 40 SXSXT TEE OR ELL (V PVC LATERAL LINE, SIZE AS NOTED ON PLAN ® DEPTH-SEE TRENCHING DETAIL ROTOR SHRUB HEAD SECTION not to scale II I I,..,,/{//,('.,'~ . w --= I= - - 4 ® 0 G) PVC SCH 80 Ell ® ATMOSPHERIC VACUUM BREAKER @) PVC SCH 80 NIPPLES(SEE NOTE BELOW} © FINISH GRADE {§) PVC ELL OR TEE © PVC LATERAL, DEPTH/ SEE TRENCHING DETAIL (SIZE AND TYPE TO MATCH MAINLINE PIPE). (Z) 36" MIN. LENGTH #4 REBAR STABILIZER ATTACH W/ (2) STAINLESS STEEL BANDS NOTE: ATMOSPHERIC VACUUM BREAKER SHALL NOT BE LESS THAN SIX (6") IN. ABOVE HIGHEST OUTLET ON THE SYSTEM. ATMOSPHERIC VACUUM BREAKER SECTION not to scale 0 POP-UP SPRAY HEAD, SEE LEGEND ® FINISH GRADE @ NOTE: ALL SPRAY HEADS TO BE PLACED MIN. 4" CLEAR OF ALL HARDSCAPE SURFACES 0 MARLEX STREET ELL, TYPICAL (3 REQUIRED) @ 1/2" PVC SCH 80 NIPPLE, 6" MIN. 7 LENGTH @ PVC SCH 40 TEE SxSxT TEE OR ELL 0 PVC LATERAL LINE, SIZE AS NOTED ON PLAN ® DEPTH-SEE TRENCHING DETAIL POP-UP SHRUB/TURF HEAD SECTION (D 2" PVC PIPE W/ CAP @ 2" PVC TEE W/ (2) 2" X 3/4" REDUCERS @ 3/4" PVC PIPE (TYP.) @ ANTI-DRAIN VALVE NOTE: CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE ALONG ALL NON- PRESSURE LATERAL LINES WHERE THERE IS 10' OF ELEVATION CHANGE. not to scale -1-=...-~-/ ANTI-DRAIN VALVE MARKER SECTION """ ,;:------,~cl<<J' not to scale CiD c; il l_E:.?P i c • - I)c Lorenzo ASI.A I.: ASSO('ilJ.tes, Inc. land. Planning, . -·-· ··--·-.. --- lli1~ .1turra11 Cany111"1. Ji':o'ld. SIT. j~QO Dale Sea.le \r.lS Drawn APPROVED FOR Pl.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF Pl.ANTING ARFAS. ' ' /\ s -B u i L ; ' ' . -;. ---__ ,, _____ -------, .. ,._ . APPROVED: ,:(//2/?:-Z... (NCINEEAINC ~LANCHtCKE:R DATE ' ..... , , .. _, __ •'•• ··--····--·------------·-··---·· ' ---·1-·----~---,, _____________ ,,_, __ , __ ' l, ______ ·-···-- DATE , --····-·--·,---~--J --····+---+--· ---, ""''"' -•------- -----------t----1---~---- f-"--D A_T~E ~• N~I ~T' A~L+-'□~A _I ~j_~~-T-~ A-~_ Cl rv APPR:)VAL c)ATc , NITiAL -------+--·-· (NClt\i(::~: Q;:' WORi< REVIS O\J [ f SCRIPTION OTHER APPROVAi. DRAWING NO. 322-1 L CMWD 92-307 1 8' MIN "' ... 8" TYP. (j) G) STAINLESS STEEL f."f.$. · . ENCLOSURE ® WALL MOUNT AUTOMATIC CONTROLLER, SEE LEGEND P.T.S .. ESCONDIDO, CA 10:, or:rnf.l1e1 g: (714) 837-4737 {111)1118~ G) ON/OFF DISCONNECT SWITCH W/ 110 V. GROUNDED OUTLET. ~ MOUNTING FLANGE W/ BOLTS TO BE SET IN 6" MIN. THK. CONCRETE PAD. @) FINSH GRADE @ 110 V. ELECTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL CODE. 0 2 • 3" DIA. PVC SCH 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES & COMPUTER HARDWIRE. ® 1/2" X54" COPPER GROUNDING ROD, CONNECT TO 110 V. OUTLET PER MANUFACTURER'S RECOMMENDATION. AUTOMATIC CONTROLLER SECTION s· not to scale Q)cOMPACT BACKFILL TO APPROXIMATE COMPACTION OF SURROUNDING GRADE TO PREVENT DEPRESSION AFTER SETTLING --~,--t,...,,,,.,,J:=ii-~-~m-~ihc~-~~,,-~· © FlNISH SURFACE 6" MIN. 5• ,.,,,.,.,.. 1~111 ® NON-PRESSURE LATERAL LINE © PRESSURE MAIN LINE @ DIRECT BURIAL, LOW VOLTAGE CONTROLWIRES, CCNPJIT FCf- /f\A)(ICOM a:J'VVW..N\CA11Q,fb CAel.,,e,l (:3i)Nn.E, & 101O,c. © RECLAIMED WATER WARNING TAPE PER SPECIFICATIONS NOTE: SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS G) RECLAIMED WATER WARNING TAPE ATTACHED TO MAINLINE AT 5'-0" O.C. PER SPECIFICATIONS TRENCHING SECTION not to scale CD HARDSCAPE SURFACE, SEE PLANS. ® CLEAN BACKFILL AS REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. ® CLEAN SAND. @ LATERAL LINE W/ SLEEVE, @ PRESSURE MAIN LINE W/ SLEEVE. @ LOW VOLTAGE CONTROL WIRES, OR CONTROLLER HARD WIRE SLEEVE SIZE AS REQUIRED. (z) MINl18" UNDER WALKS 30' UNDER DRIVES 36" UNDER STREETS trnE: ALL SLEEVES TO BE PVC SCH. 80 f'f PE. ALL SLEEVES TO BE SIZED lW!CE ll!E DtA. OF THE WORKING PIPE. ALL SLEEVES TO RUN A MIN. OF 1~ BEYOND HARDSCAPE EDGES. CLEAN BACKFILL MAY BE SUISTTTlJTED FOR SAND l.NDER WALKS AND DRIVES. INSTALL WARNING TAPES FOR MAINLINE PER TRENCHING DETAIL SLEEVING SECTION not to scale I I bt1l NOTES: 1. CONCRETE SHALL BE 470·C·2000. 2. SUPPLY LINES 3" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 4. MINUMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN OR COMPACTED SOIL BENEATH EACH INSTALLATION. 3. TEE SHALL BE .CONCRETE BLOCKED ON ALL THREE SIDES. 5. ALL MAINLINE TO BE INSTALLED AND TESTED ACCORDING TO MANUFACTURER'S INSTALLATION SPECIFICATIONS. 6. ALL TRENCH DEPTH AND WIDTH SHALL BE SHOWN ON THE IRRIGATION PLAN. TYPICAL THRUST BLOCKS SECTION NOTTO SCALE --SIDEWALK --METER BOX WIMETER CURB---. 10' MINIMUM TO POTABLE MAINLINE IN STBE. RECLAIMED WATER IRRIGATION MAINLINE WISLEEVE--' NOTE: VERTICLE CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CliOSSING PATH OF A POTABLE WATER UNE INSTALLATION OF RECLAIMED WATER IRRIGAI'ICIV . ' MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAIM.INE IN THE STREF.:r. . ,-''. POTABLE SERVICE LINE CROSSING SECTION STREETSURFACE--~ POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 7 . 3.5FEET I,. • • .. I 12· MINIMUM REOUIF.ED VEFiTICLE SEPAi'1.A TION➔ -.... t,'0,~--~\ ........... SLE=l/E RECLAIMED WATER /RR/GA TION MAINLINE NOTE: ALL RECLAIMED WATER /RR/GA TION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: not to scale STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS f!"'F-'f>e-vlT-f Cf' . q'>fi'~ RECLAMATION RULES AND REGULATIONS FOR CONSTRUCT/ON OF RECLAIMED Ario Na-I-~ ~ fv\t>.lt-l~. . POTABLE MAINL!NE CROSSING SECTION not to scale -~ l)\N~SCA;,>~ <r.,+-ft, - . . .,/ ·, ·-., -\: i,.S I' ,. < '-... _, ', .,· ·, ~ ·'!-, ,., ··, ' .\ ~0 <l•:i;:., cl oC ':,j, / / -~ \' . ' . -\ .. ' . \ :.,,,,VitJ \ • ,1~_/7-"IL-1 '_I ~ ·, "A'0 tS' l' , . ........__ ,{'f 4·•, ~---~ <::::~_-;: ()! ~-~~:.~~ --~-~--· G) MUL Tl-OUTLET DRIP EMITTER ® PVC SCH 40 THREADED CAP ® 1/8" OLSON 130 D IBUTION TUBING ® PVC SCH 40 ELL (ST} ® €$UCr .4. @ OLSON 630 DUS'f CAP PVC SCH 40 TEE (SSl) 0 @ ,, PVC SCH 80 RISER (LENGTH AS PVC NON-PRESSURE LINE REQUIRED) @ G) 4" BELOW FINISH GRADE 6' ROUND PIT VALVE BOX WITH PURPLE @ BOLT DOWN TOP SEE PLANS FOR DEPTH G) BRICK OR CONCRETE SUPPORTS ON @ SET TOP FLUSH WITH BARK UNDISTURBED SUBGRADE @ 0 6" CORRUGATED DRAIN PIPE PEA GRAVEL SUMP WITH CAP OLSON 6185 TUBING STAKE NOTES: @ • EACH SHRUB SHALL HAVE TWO EMISSION POINTS EOUALL Y SPACED ON EITHER SIDE OF THE SHRUB. • EACH TREE SHALL HAVE TWO DEEP WATERING DEVICES PER DETAIL C, THIS SHEET, AND SIX EMISSION POINTS FROM A MUL Tl-OUTLET EMITTER EQUALLY SPACED AROUND THE TREE. • THE MAXIMUM LENGTH OF ANY MICRO-LINE SHALL BE 8'. • EMISSION POINTS SHALL BE LOCATED. 2" • 4' FROM OUTSIDE EDGE OF ROOTBALL. APP'WVED· NOTE: VALVE BOX LIDS TO BE PURPLE, BOLT DOWN TYPE FOR RECLAIMED WATER SYSTEMS. :MUL Tl-OUTLET DRIP EMITTER W/ END FLUSH r~~;r~=~~~-~-=~=~y~·=~=~J SLOPE 11'1RIGATION SYSTEM PER PLAN ~ -----°!-~ j * I , CONTROL VALVES PER PLAN -j : ! : I ! f'VC MAINLINE AS SPECIFIE1>--------+1 : ______ ! • I I TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVICE. METER TO BE N.I.C., BY OTHERS. CONTRACTOR TO SUPPLY LINE• SIZE BALL VALVE AND WILKENS SOOY SERIES PRESSURE REGULATOR IF STATIC PRESSURE EXCEEDS 80 PSI j I : ! ! i i ' ! ' i i ! . ' i : i .. ..l. ~----{ff-Hrn_ -------------l---- TYPICAL RESIDENTIAL l!ef2.16°fATt.o"1 SECTION NOTTO SCALE POINT OF CONNECTION SECTION not 10 scale -APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PI..ANTING ~ h/:: ~2/5-"Z. AREAS. ("1CtN((~l"4C PL,.a.NCH(CK(R DAT[ 12 .z,t.<r. Q,,u / : \ WATJ=IZ. o,sr; R~V/$/;,N5 4. --.w": /.II. ~ +-1<>·'17 ~ I "-D£7AII.. RFV/StoNS b 12·'l1 /.S 3 I l!fl_[ R(\ll(W(D av !NSPCCTOR CITY OF CiO _9illespie • De Lorenzo Lant( l"lnnftt"f'. .. ---. -::__ __ _ l.a'P\Urap• A"t:l11t•ff'l.lf't -- rlH ._.., r...,.. •--m ,IIWI ---------------- Do.tr: Joo No. 91-100-1 Scalr. N T. S. Draw.,,, JK "AS-BUii_ T" OU( O.&. l[ CARLSBAD PLA"f~ING Of P,U~ 'U,.t[Nl ] LH~~TS] IRRIGATION DETAILS FOR . ARROYO LA COSTA VILLAGE I /? • ' APP!.;~A,,,,/ /4 /J_,' --..I R.zk°-:.t_L-- ASSISTANT PlAJININC O,RECTOR • OAT£ / DATE INITIAL DATE DATE INITIAL D"" BY. PACU:CT ~0. O~AWINC J-4O INITIAL REVISION Ct-ti(O S"r': (NGtN((R or'"°"" DESCRIPTION OlHER APPlltOV.I.L OTY APPROVAL R'A\O ev CT-88-3-1 322-1 L , CMWD 92-307 .._ SECTION 02900 -LANDSCAPE WORK PART 1 -GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT. INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2. SUMMARY 1.2.1. 1.2. 1 .1. 1.2.1.2. 1.2.1.3. 1.2.1.4. 1.2.1.5. 1.2.1.6. 12.1.7 1.2.1.8. 1.2.2. 1.2.2.1.. 1.3. 1.3.1. 1.3.2. 1.3.2.1. 1.3.2.2. 1.3.2.3. 1.3.2.4. 1.3.2.5. 1.3.2.6. 1.4. 1.4.1. 1.4.2. 1.4.2.1. 1.4.2.2. 1.4.2.3. 1.4.2.4. 1.4.3. 1.4.3.1 1.432. 1.4.3.3. 1.4.3.4. 1.5. 1.5. 1. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEMS: TREES. SHRUBS. PLANTS. GROUNDCOVER. SOIL AMENDMENTS. FINISH GRADING. HYDROSEEDING MAINTENANCE PERIOD . RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIED IN DIVISION 2 SECTION, "POTABLE IRRIGATION SYSTEM." AND "RECLAIMED WATER IRRIGATION SYSTEM QUALITY ASSURANCE THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S AND C-27 LANDSCAPING LICENSES. SOURCE QUALITY CONTROL: GENERAL: SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFIY ALTERNATE MATERIAL. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS. WHEREVER APPLICABLE. TREES, SHRUBS, AND PLANTS: PROVIDE TREES. SHRUBS. AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK'. PROVIDE HEAL THY, VIGOROUS STOCK. GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY, THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS. INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. SUBMITTALS GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. PLANT AND MATERIAL CERTIFICATIONS: CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH SEED SPECIES. SOIL TESTING: UPON COMPLETION OF GRADING OPERATIONS, SUBMIT ONE REPRESENTATIVE SOIL SAMPLE FOR EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING. SOIL SAMPLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATION. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY AND THE LANDSCAPE ARCHITECT FOR APPROVAL AND INCORPORATION INTO THE PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. DELIVERY, STORAGE AND HANDLING PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY, AND WHILE STORED AT SITE. 1.5.3. 1.5.4. 1.6. TREES AND SHRUBS; DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. JOB CONDITIONS 1.6.1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 1.6.2. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. SEQUENCING AND SCHEDULING 1.7.1. PLANTING TIME: PROCEED WITH, AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1,7.2. COORDINATION WITH GROUNDCOVERS : PLANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDCOVERS, UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCURS AFTER GROUNDCOVER PROTECT GROUNDCOVER AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTING FROM PLANTING OPERATIONS. ~ 1.8. SPECIAL PROJECT WARRANTY 1.B.1. WARRANTY LAWNS AND GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD. AND UNTIL FINAL ACCEPTANCE. 1.8.2. WARRANTY SHRUBS FOR A PERIOD OF 90 DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. WARRANTY TREES. FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH, POOR GROWTH OR FORM. 1.8.4. REMOVE AND REPLACE TREES. SHRUBS. OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1 85. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE CONDUCTED AT END OF EXTENDED WARRANTY PERIOD. IF ANY. TO DETERMINE ACCEPTANCE OR REJECTION. REPLACEMENT SHALL BE THE PLANTS USED FOR SAME KIND AND SIZE AS SPECIFIED FOR LANDSCAPE WORK. REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2.1. SOIL AMENDMENTS 2. 1. 1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC· BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FRIABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED. FINELY GROUND BARK, WOOD CHIPS AND/OR SAW DUST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WILBUR- ELLIS "ORGANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAL 2.1.2. BARK MULCH: BARK MULCH SHALL BE .FREE FROM DELETERIOUS MATERIALS AND SUITABLE FOR TOP DRESSING CONSISTING OF CLEAN, GRADED SHREDDE.D FIR OR PINE BARK (1/2"-3") 2.1.3. COMMERCIAL FERTILIZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER, PER THE SOIL TEST RECOMMENDATIONS. 2.1.4. PLANT TABLETS, AGRIFORM (20-10-5) BLUE CHIP TABLETS 5 OR 21 GRAM. 2.1.5. IRON SULPHATE, IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM SULFATE-DEEP GREEN (FESO4•H2O) A MINIMUM ANALYSIS OF 200% AND 98.3% RETAINED ON A 10 MESH SCREEN. 2.1.6. GYPSUM, AGRICULTURAL GRADE GYPSUM SHALL BE A (CASO4•H2O) CALCIUM SULFATE 94.3%. 90% SHALL PASS A 50 MESH SCREEN. 2.2. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXCAVATE::D SOIL FROM THE:: PITS AND SOIL AME::NDMENTS AT TH!: RATE RECOMMENDED IN THE SOIL TEST RESULTS. 2.3. PLANT MATERIALS 2.3.1. QUALITY: PROVIDE TREES. SHRUBS, AND OTHER PLANTS OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." 2.3.2 2.3.3. 2.3.4. CONTAINER STOCK (1 GAL .. 5 GAL., 15 GAL., BOXES) SHALL HAVE BEENGROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN F~dM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI 260.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WIDTH SHOWN OR LISTED REQUIRED BY ANSI 260.1 FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. 2.4. 1. GROUNDCOVER MATERIALS SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY. GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE .. SCHEDULE OF SEED MIXTURES" INDICATED ON PLANS. 2.4.2. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI 260.1 FOR THE POT SIZE SHOWN OR LISTED. 2.5. HYDROSEED COMPONENTS AND ADDITIVES 2 5.1. MATERIALS: ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE QUALITY AND IN PRIME CONDITION WHEN INSTALLED ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE . DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.5.2. BINDER -AZ-TAC OR EQUAL. 2.5.3. CELLULOSE FIBER MULCH -WEYERHAUSER "SILVA-FIBER" OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE MATERIALS 2.6.1. STAKING MATERIAL: STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. TREE TIES SHALL BE V.I.T. CINCH-TIE OR APPROVED EQUAL. PART 3 · EXECUTION 3.1. 3.1, 1. 3.1.2 3.1.3. 3.1.4. 3.1.5. 3.2. 3.2.1. 3.2.2. 323. 3.2.4. 3.2.5. PREPARATION -GENERAL ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, ANO NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE. BARRICADE. AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES. UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. CONTRACTOR SHALL SUPPLY 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 TO EACH OPERATION IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. FINISH GRADING FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SURFACE GRADES; AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWING MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE WHERE REOUIRED BY THE LANDSCAPE ARCHITECT. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED ANO FLOATED OUT BEFORE PLANTING 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. APPROVED: E:NC1NE:E;R1NC PLANCH(CK(R 3.2.6. 3.2.7. 3.3. 3.3.1. 3.3.1. 1. 3.3.1.1.1. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS. DRAINS AND CATCH BASINS FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGINEER'S DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. PREPARATION FOR PLANTING AREAS SOIL CONDITIONING, FERTILIZING & ROTOTILLING: AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAWN AND GROUND COVER AREAS WITH A SLOPE OF 3:1 OR FLATTER. ALL LAWN AREAS SHALL BE CROSS-RIPPED IN TWO DIRECTIONS TO A DEPTH OF 8 INCHES MINIMUM BELOW FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE, FREE OF LUMPS, CLODS, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. GRADE SHALL BE RETURNED TO THE CONDITION AS APPROVED BY THE CIVIL ENGINEER. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OWNER"S PROPERTY. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. 3.3.1 .1.1.1. 3.3.1.1.1.2. 3.3.1.1.1.3. 3.3.1.1.1.4. ORGANIC AMENDAMENT 6 CU. YD. PER 1,000 SQ. FT. IRON SULPHATE: 20 LBS PER 1,000 SQ. FT. GYPSUM: 120 LBS PER 1,000 SO. FT. PRE-PLANT FERTILIZER: 30 LBS PER 1.000 SO. FT. 3.3.2 3.4, 3.4.1. 3.4.1.1. 3.4.1.2. 3.4.1.3. 3.5. 3.5.1. 3.5.2. 3.5.2.1. 3.5.2.2. 3.5.2.3. 3.5.2.4. 3.5.2.5. 3.5.3. 3.5.4. 3.5.5. ALL SLOPE AREAS 2:1 OR STEEPER SHALL RECEIVE GYPSUM AT A RATE OF 120 LBS. PER 1,000 SQ. FT. EXCAVATION FOR TREES AND SHRUBS CONTAINER GROWN STOCK IN CANS SHALL BE REMOVED WITHOUT DISTURBING THE ROOT BALL. STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIDTH AND DEPTH. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTING EXCAVATIONS. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. PLANTING TREES AND SHRUBS ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING. THEY BEAR ONE INCH ABOVE THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. PLANTING TABLETS SHALL BE PLACED IN EACH TREE PLANTING HOLE AT THE FOLLOWING RATE: 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 4-21 GRAM TABLETS PER 15 GALLON CONTAINER. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED. EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. WATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT. AND SHAPE TREES AND SHRUBS IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PI.ANTING ARFAS. CiD ········-··-"···----(; ii I-~ _?_P i_ ~~ Dcl..,orenzo . -· ----~--.. ·---- A.SL.A & Associates, Inc. land. Plo.nn.in9, =------ [, tJ. 'll. d.s I;: 4 'f> I: .Ard,\1.-c;h,ffll' -- San th.go, CA 92108 Date Jab ,"tfo 91-100--1 Scale: \J.' S. Drawn ------------ ---------------·- NSP~C-OR DAT[ CMWD 92-307 3.5.6. 357 3.6. 3.6.1. 3.6.2. 3.6.3. 3.6.4. 3.6.4.1. 3.6.4.2. 3.6.4.3. 3.6.4.4. 3.6.4.5. 3.6.5. 3.6.6. 3.6.7 3.6.8. 369 3.6.1 o. 3.6.10.1. 3.6.10.2, REMOVEANDREPLACE_EXCESSIVELYPRUNEDORMISFORl:M:E:D~---3;_;7_--:P~LA:N;T~IN:G;;;G;RO:;UN:D~C;ov:E~R;-------------------,~P~LrA:N~T~M~A~T~E~R~IA:t.L~S~C~H~E~D~U~L~E~?"",::;:;;::=~:::=::v::=--=y::=-==:;;;::=:::v:=:;v-v""'~--v=::::::::::::::::::::::::::7-=:::::;:=::::~:::------------------------------------------. STOCK RESULTING FROM IMPROPER PRUNING 3.7.1. SPACE GROUND COVER PLANTS AS INDICATED OR SCHEDULED. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND SMALLER SHALL BE SINGLE STAKED, 24" 3.7.2. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS BOX AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO DRAWINGS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE INDENTATION AROUND PLANTS WATER THOROUGHLY AFTER DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH SHALL BE FASTENED PER DETAIL. WET SOILS. PROVIDE PLANT TABS PER SPECIFICATIONS. HYDROSEEDING INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. QUALITY OF WORK: THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. SOIL PREPARATION: WATER ALL PLANTING AREAS THOROUGHLY ANO CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION CARE MUST BE TAKEN TO NOT ALLOW THE SOIL SURFACE TO BE SUPER SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE FIRST 114 INCH OF SOIL SURFACE. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS SPECIFIED HEREIN HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. PREPARATION OF HYDROSEEDING MIXTURE: THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE (THE TANK SHALL BE AT LEAST 1/3 FILLED WITH WATER AT THIS TIME). THE ENGINE THROTTLE SHALL SE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2-1/3T03/4 FULL. AT THIS TIME THE SEED MIX SHALL ALSO BE ADDED. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL AND THE SLURRY IS MIXED. APPLICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50¾ MORE OF THE ORIGINALLY SPECIFIED SEEDMIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75¾ MORE OF THE ORIGINAL SEEDMIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. PROTECTION: SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. HYDROMULCHING SCHEDULE: AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROS EEO ING INSTALLATION. APPLICATION RATES: CELLULOSE FIBER -2,000 LBS/ACRE M-BINDER -140 LBS PER ACRE SEED MIX· AS INDICATED ON DRAWINGS HYDROSEEDING EQUIPMENT: THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDING MACHINE DESCRIBED AS FOLLOWS: THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENOUGH TO PREVENT CLOSING AND CONTINUOUS NONFLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT. THE EQUIPMENT SHALL HAVE A BUILT IN AGITATION SYSTEM UNDER OPERATING CAPACITY SUFFICIENT TO AGITATE. SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. 3.7.3. 3.8. 3.8.1. 3.9. 3.9.1. 3.9.2. 3.9.3. 3.9.4. 3.9.5. 3.9.6. 3.10. 3 10 1 3.10.2. 3. 11 3111 3 11.2 3.11.2.1. 3,112.2. 311.2.3. 3.11.2.4. 31125 3.11.2.6. 3.11 3 311.4. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL ARE.AS WITH GRADES LESS THAN 3:1 . POST FERTILIZATION POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS .. MAINTENANCE PERIOD THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGATION, AND ALL OTHER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE LANDSCAPE AREAS DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, MOWING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. CONTRACTOR SHALL RESTORE PLANT WATERING BASINS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS, RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED, AND SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. CLEANUP AND PROTECTION DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDEAL Y CONDITION PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS. OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. SITE OBSERVATION VISITS· SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE PERIOD THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE WARRANTY PERIOD OF PLANT MATERIAL. UPON COMPLETION OF THE WARRANTY PERIOD. ACCEPTANCE: UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. END OF SECTION 02900 SYMBOL TREES: ARB UNE ARB UNE CIT SIN 'MOR' CUP ANA EUC SID 'ROS' OLE EUR PIN TOR PLAACE PLA RAC PLA RAC POP FAE ~VA?- PRU CER 'ATR' RHU LAN OUEAGR SCH MOL SHRUBS: ACA'P.V.' ACA RED AGAAFR ARC EDM BAG GLU BAC 'P.P.' CEA 'Y.P' CEA 'J.C.' CEA'JP' CIS PUR COP KIR COT PAR DIEBIC ENC CAL ESC'COM' EUR PEC'G.L.' HEM HYB'fF' HEM HYB 'YEL' HET ARB IRI DOU LIM PER MEL NES PHO TEN 'T.T.' PIT'T.D.' PRU LYO QUE OUM RAP 'BAL' RAP 'J.E.' RHA'E.C.' RHU INT RIB SPE RIB VIB SAL GOO SAL HIN SAL LAS SAM MEX SAN VIA CENCIN TRAJAS CfA TcN GROUND COVERS: ft.... VINES: BAG PIL 'S.A.' BEG SEM CEA 'Y.P.' 88P l~IR DEL ALB FAA CHI GO.~ 'i;.K_' GAZ'M.O.' GAZ'SY.' LOB MAR LON JAP 'HAL' DWAMAR MYO PAC PEL PEL ROS-eFF- PRO FIC REP MAC UNG ,1-fFU e,,:; ( wN'f' ") f'AF I N. B ' BOTANICAL NAME Arbutus unedo Arbutus unedo Citrus sinensis 'Moro' Cupaniopsis anacardioides Eucalyptus sideroxylon 'Rosea' Olea europaea Pinus torreyana COMMON NAME Strawberry Tree Strawberry Tree Blood Orange Carrotwood Tree Pink lronbark Olive Tree Torrey Pine SIZE 24" box 36" box 24" box 15gal. 5gal. 24" box 5 &15 gal., 24" box COMMENTS Straight trunk Multi trunk Std. root stock, straight trunk Straight trunk Straight trunk Low branching straight trunk Plata nus acerifolia 'Yarwood' Platanus racerno,;a London Plane Tree California Sycamore California Sycamore Fremont's Cottonwood 15 gal .. 24", 36" & 48" box 24" box Straight trunk Multi trunk Platanus racemosa Populus fremontii e-auhinia Ydrie.251--ta 5 &15 gal.,24" & 36" box Sgal. Straight trunk Straight trunk Prunus cerasifera 'Atropurpurea' Rhus lancea ftJrpi;-,, orcn 1.,-J tree Purple Leaf Plum African Sumac 36" box Straight trunk 24" box Straight trunk Sgal. Straight trunk Quercus agrifolia Schinus molle Coast Live Oak California Pepper Tree 15 gal., 24", 36" & 48" box 5 & 15 gal., 24" box Straight trunk Straight trunk Acacia "Pecoff-Verde' Acacia redolens Agapanthus africanus 'Peter Pan· Arctostaphylos edmundsii Baccharis glulinosa Baccharis pilularis 'Pigeon Point' Ceanothus g. h. 'Yankee Point' Ceanothus 'Joyce Coulter' Ceanolhus 'Julia Phelps' Cistus purpureus Copro,;ma kirl<ii Cotoneaster parneyi Dietes bicolor Acacia N.CN. Lily of the Nile Little Sur Manzanita Mule Fat Dwarf Coyole Brush Yankee Point Ceanothus Wild Lilac Wild Lilac Orchid Rockrose N.C.N. 1 & 5 gal. 1 gal. 1 gal. 1 gal. 1 gal. 1 gal. 1 gal. , & s gal. 1 gal. 1 gal. 1 gal. Cotoneaster 1 & 5 gal. Fo~night Lily 1 gal. Encelia californica Coast Sunflower 1 gal Escallonia 'Compakta' Dwarf Escallonia s gal. Euryops pec1inat~s 'Green Leaf' Green-Leaved Euryops 1 gal. Hemerocallis 'f'ln!<-fl!lr~it' Daylily 1 gal. Hemerocallis hybrid'mami~4lar'Daylily 1 gal Heteromeles arbu1ilolia T oyon 1, 5, & 15 gal. Iris douglasiana Pacific Coast Iris 1 gal. Limoniurn perezii Sea Lavender 1 gal. Melaleuca nesophylla Pink Melaleuca 1 gal. Phormium tenax Tom Thumb' New Zealand Flax 5 gal. Pittosporum t. 'Turne~s Dwarf' Turner's Dwarf Tobira 5 gal. Prunus lyonii Catalina Cherry 1 & 5 gal. Ouercus dumosa Scrub Oak 1 gal. Raphiolepis indica 'Ballerina· India Hawthorn 5 gal Raphiolepis indica 'Jack Evans' India Hawthorn 5 gal. Rhamnus californica 'Eve Case· CompaC1 Col1eeberry 5 gal. Rhus integr~olia Lemonade Berry 1 & 5 I R'b . ~-1 es spec,osum Fuchsia-flowering gooseberry 1 gal. Ribes viburnitolium Evergreen Current 1 1 Salix goodlingii Black Willow 1 9\ Salix hindsiana Sandbar Willow 1 g:1· Salix lasiolepis Arroyo Willow 1 g I S b . ga - am ucus rnexicana Mexican Elderberry 1 gal Santolina virens , . N.C.N. 1 gai° ~alJ(B,!,\ C,lflefar1.:1 Dusty Miller 1 gal. Trachelospermum jasminoides Star Jasmine 1 gal. Cear1othu0 fcment=u,:, Wvi 1116•-f ~"' 1 ~. Baccharis p. 'Santa Ana' Begonia sempertlorens Ceanothus g h 'Yankee Point' Cepresrna l(iFl1oii Delosperma alba Fragaria chiloensi.9 Ca;;aAia 'Gl!l~flar ~iR!:i Gazania 'Milsuwa Orange· Gazania 'Sunrise Yellow· Lobularia maritima Lonicera japonica 'Halliana~ Marathon 11 Fescue Seed Myoporum pacificurn Pelargonium peltatum Rosmarinus officinalis 'Prostratus· Ficus repens Macfadyana unguis-cati Dwart Coyote Brush Bedding Begonia -Pink Yankee Point Ceanothus N.CJJ. Wh~e Trailing Ice Plant Wild S1rawberry Qa1rnAia Gazania Gazania Alyssum Hall's Honeysuckle Dwarf 1--!ybrid Fescue Seed NC.N. Ivy Geranium-Pini\ & Red Prostrate Rosemary Creeping Fig Cat Claw Vine Flats 4" pot Liners bineFs fLlt<':, Flats Plais Flats Flats Seed Flats Seed Liners 4" pots Liners 5 gal. 5gal. 12" o.c 12" o.c. 12" o.c. 12" o,c. 18" o.c. ,J..' -4¥-o.c. 12" o.c. /01 ---3L-o.c. 4' g_c; 18" ..;>!' o c , rooted 12" o.c. Soo ~liilR for spacira 8" oc 18" O.C. 2 lbs.lac. hydroseed M" ~O-C. 8 lbs./1000 s.l, see specs. lo ' ----3'-o c 12" o.c. 6' --r o.c. Attach to adj. surface Attach 10 adj surface ,0,:'.--lEJiTirlC.. HA.ME.. ~rex ~Fi~ JL..lt'\GI½ Jvlei(~ oll i.f,GmlCA--~ Llr"4i n LJ4 h.flye~i.;in.a H~ VIIX '?lJ f.N n F It:, t¼,-1£. ~mq"":,i4 e.;i I IP, il<l Artem1:<,1..::i ~OIJ884lana A1terv11c,i.;:i pSll'Yler'1 ~I yrru.J4 =t'\"'4srM'l'lY, I v.;i i-"\flye.:;.i.a.11c1 0unLJ..Jt, &.LJtll<:., Mit11LJILJ~ ~LJe., 4'10yrinc.hi urn Pellum ARTEMISIA CALIFORNICA ARTEMISIA DOUGLASIANA ARTEMISIA PALMERI CEANOTHUS TOMEt,!TOSUS COLLINSIA HETEROPHYLLA ELYMUS CONDENSATUS ENCELIA CALIFORNICA ERIOGONUM FASCICULATUM ESCHSCHOLZIA CALIFORNICA FESTUCA MEGALURA LASTHENIA CHRYSOSTOMA LAYIA PLATYGLOSSA LOTUS SCOPARIUS LUPINUS SUCCULENTUS MIMULUS PUNICEUS MUHLENBERGIA RIGENS SAL VIA APIANA SALVIA MELLIFERA SISYRINCHIUM BELLUM STIPA PULCHRA GONTAINE.ft ",IZ:E.. I e,.i I. l&.L I ~1. l&I, I s<llJ, FOUNC,C,, f'l':P-AC'..12E. 4--.0 ')..,:, Q..o ""· 0 1.0 1.0 0,? 1.0 CALIFORNIA SAGEWORT DOUGLAS SAGEWORT PALMER'S SAGEWORT WOOLLY CEANOTHUS CHINESE HOUSES GIANT WILD RYE CALIFORNIA ENCELIA CALIFORNIA BUCKWHEAT CALIFORNIA POPPY ZORRO FESCUE GOLDFIELDS TIDY TIPS DEERWEED ARROYO LUPINE RED MONKEY FLOWER DEER GRASS WHITE SAGE BLACK SAGE BLUE-EYED GRASS PURPLE NEEDLE GRASS TOTAL POUNDS PER ACRE HYDROSEED MIX #2 SCIENTIFIC NAME ARTEMISIA CALIFORNICA DIPLACUS PUNICEUS ENCELIA CALIFORNICA ERIOGONUM FASCICULATUM ERIOPHYLLUM CONFERTIFLORUM ESCHSCHOLZIA CALIFORNICA LAYIA PLATYGLOSSA LOTUS SCOPARIUS LUPINUS NANUS LUPINUS SUCCULENTUS ORTHOCARPUS PURPURESCENS SALVIA APIANA SALVIA MELLIFERA STIPA PULCHRA COMMON NAME CALIFORNIA SAGEBRUSH RED MONKEY FLOWER CALIFORNIA ENCELIA CALIFORNIA BUCKWHEAT GOLDEN YARROW CALIFORNIA POPPY TIDY TIPS DEERWEED SKY LUPINE ARROYO LUPINE OWL'S CLOVER WHITE SAGE BLACK SAGE PURPLE NEEDLE GRASS TOTAL POUNDS PER ACRE NON IRRIGATED HYDROSEED MIX FOR ALL AREAS FLATTER THAN 6:1 PER GENERAL NOTE 7, SHEET 1: ~')(. No. ftl2. MIZ~ 1.0 2.0 2.0 2.0 2.0 3.0 4.0 6.0 1.0 4.0 1.0 1.0 4.D j 2.D 1.0 3.0 1.0 1.0 1.0 ..2.,_Q 44.0 POUNDS PER ACRE 3.0 1.0 4.0 12.0 2.0 1.0 1,0 3.D 2.0 2.0 1.0 3.0 3.D 2.0 4D.O 1:,E, 1970 l';,'l t0'5 210 CiO (; il lcs p-(e -• D cLo-ren zo ASLA & Agsociat.cs, Inc. /,a.,-i.d Pla..nn.1-ng La°'1d.5cr:Jpe ,,jrr;:h.itedurl' F,aphiblt3pi4 't,tlje<.tic.. e,~' BOTANICAL NAME POUNDS PER ACRE ERIOPHYLLUM CONFERTIFLORUM 5 ---n.,JL YIO Ti..11~ic1 v. 'v.;iri~' JI. - APPROVECJ· ISOMERIS ARBORc:A 5 LASTHENIA CHRYSOSTOMA 10 PLANTAGO INSULARIS SO SISYRINCHIUM BELLUM 10 TOTAL SD .F-//,7/'z L APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING "AS-BUILT" ---------___ ,,,,,, ____ _ E:NCINHR1NC PLANCHE'.:CKER , DAfE AREAS. -------------- ,-------------------1,l'J.r.·!'.218·"12~~e,~.&~. ~~/l\.~ __ ~Cl-!AN&~~~W2jH~_At..litlj·TG4Ll-lQ~"~"''Lit "i ""_,_~=-=-=-=-=-=-=-l=-=-=--_:__-_:__1-_:__-_:__-_:__-_:__-_:__1l.'T4C,,G::'i:-rr=====;~~"~'"~'~c-~o~•===========-J~A~'[~=~ B[N~_fjf0_A_R_K_: kt O --.......,,~ ""·11•'-' 1.,.A. ~ _ ,;_,/.,. ~\ --;,·,~::~:! :)c,_'./~-C:C/..; 1 :10 ·.Ll ,,)K, = Pf_AJ,/T MAT&R_,_A_L_R_fi_l,)_1_s~,--a-~~ •. :s~~~~:~~~~~+-~~~~~Lf,.,<L_'-'--'I_Z.,:_·_.1_7_j__tJ3, _ _J ~ I c~---£~G-~~BAD_~] r·~~~J s-~~~A:~= ::J\-V v·c '.:, '-·; "· ,. V'.c'\.,Vc'<" 19 /' 6 i' ,_ -~ S G S vs __ ;)A"".u~✓ :::~ .... \ -v e;:-S/1\ : ~-:=;c ?.: \::-•;;,_..;:,-:_ ::iSC>< -t-----i--------------"-=--=--=--=--=-t-=--=--=--=-1-·-----+------l--__J PLANTING SPECIFICATIONS ANO LEGEND FOR ---. ARROYO LA COST A VILLAGE I -f-----+-------------------+--+-------1-----l--~~ ---+----+---------~·---------··---+--+-------l----...J_ ___ _ -----t--+------------------+--+---+--------1--__J ,.-. ' ----1--f-----------------+--+----+------L--_j AP~~);._,.,,_,, '7. /j Y~ .. f-zf':..Z.Ar7, I ---1---------t--------------------t·----+--+----1---__J A$S,S'.A,c c: 7'' ,1; ;_.R[CTOS-~~~--· u .~/TTEc1-. .. .,,"'iDTiOA-:-,t: -----------------+--,:------::-:--+---+---L-_J ~-0~""~-=~BY~=2,======,---;::======::::;--::-=-=-=-=-=-=----i)A ~~ INITIAL DATE 1~!TIAL I ciRoJEc~ ~o I DFiAw1Nc r.io. 1 , , •EE, o, WORK R [VI Si 01\ DESC:~i P Tl ON LRc_..~_..·w'~ 0 .::. 3 6.'...:-====.J L'. CT-88-3-1 j' ,__ ______________________________________________________________________________________ :..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.~:.:.:.:.~:.:.:.:_:~_:_.:_:_:_:_:_:_:_:_:_:_:_:_.:_:_.:_:_.:_::.---_::.-_::.-_::.-_::.-_::.-_::.-_::.-_:..:_o __ ,_•:E--R_::.A~P_P::.R:.:O:Y_A~L::.~:c~,_'-":_•:P_P~R.'.'.O:V_A:'..L:}_~:_=_·:~~:'~::::::~:::~~:~~~:~::::~~l::}3}2_~2-·~1~L~::::~-_J CMWD 92-307 • , .EUC 11D. rt.Are> II PU ACE· li-1.,,~ F,4/-DoiiL.'!' ~ i · S#li.- 4 QUE AGR RHU INT CEA 7VM: I ~i..- \ ' ' \ ... .. \ ' \ I ' \ I \ ' I I_ I ' \li'1.,.,, ' \ /4 ' . ,, \\ . I ' ,,..,, \ \ l.<H I\ ! .' ..... .-:·· ..,~1, / ! ' I ,I • I ,/ ;· , ; r . ; ' . • r , , /' : . . ' ' / . ! I ' REMQVE EXISTING ON GRADE IRRIGATION I~. THIS AREA AffD REPAIR EXISTING tRR1GAv,<'N l;>J.MAGEO BY NEW CONSTRUCTl!:)N. ,' / ,-~ . '. i ' I /0 \ ' ' . ( l ·, i ' I · . ' I : i .. : 0 f i bf ' ' ' ' ' ' I ' ; I ' . , I : \ I • I ! ' I ' ' ii:. • \ ' i i I ' I \ 11:t'ftat,;.;:.: \... '•""" . . ····-._. ·. \ \ . I •. \ , ' I ' ' . i /., 1,.i) , f" ' I .. f ; -.• .. ,· / / ' ✓' , ,,-· / , L.-,;:; ,. 'I I/.J ' 0 a> «> APL Ill.ANNIN -'"OCIATD !? O~o'lrtn M !IW!tl.c:ll'lacac.,_ ... ,., """"""'°''"'" '6'lt,91i11-IIU7 ID ___ • _.. _____... I AP?ROVE0 ~#~ R / ,/ -; _,,, , ENGINEER PLAN CH!cCKER • DATE SEE SHEET 35 FOR PLANTING LEGEND SEE SHEETS 58 FOR PLANTING DETAILS SEE SHEET 58 FOR PLANTING NOTES SEE SHEETS 34-35 FOR PLANTING SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. !Z-£1-<f'Z l'SM 4-lAIJ~ ~~N.D,,::"'v;,;12-N"',--e; /1\ ~ d,A, .. t,& I !I~~· 11 a.•Joc, .l!lJI. "" rlANT '!5,VAC./Nt':'.. -(, ,,2.t 1 /1", KEY MAP N.T.S. •As BUil,.- Dlit llCE EJP. RE"9EWED BY: INSPECTOR DA• 11!16~5 I CITY OF CARLSBAD f'I..W■IGI DEPMllENT PLANTING PLAN FOR . ARROYO LA COSTA 4 VILLAGE I -,,"1/lf,.. ~~~:-·~ '22'-~ I na,11 N1IAL DA1E N1IAL DATE N'IW. OWN BY: ' PllO.ECTNO. DltA..0 NO. I REVISION OESCRIPllON ota> BY: CT-88-3-1 322-IL r,-01ttElt Al I IIIOVt.. arT Al I IIOVM. FE.() IY: CMWO 92-307 : ' V \ .\ ._ I •. PLAACE HET ARB \ ' ' ) \ , i . \ \ ' \ ' ,. ' . I , ' ' , I l ; • . , , , ' \ ' . \ I I QIIIAGR '' \ .... ' ' .., I 6ni'oL- fl8SPE _ _,,..,._._,., • .,-JI.I ·--~'""-"' ~-- ~~-Ftlll Il-t'J .. :-::-~~ _ _ __ _ IJ6,1,L- ELCSIO SAM MEX .-.r-...i AU. 8lOPE PLANTING ON THIS SHEET SHALL RECEIVE OSEED MIXES AS NOTED AN~~~ 0 _ CENTER FROM FLATS: HYDROSEED MUST PROVIDE _.,. YERAGE WITHIN 30 DAYS PER CITY OF CARLSBAD L SCAPE MANUAL, \ ' ' '.\ \ \ \ \ \ \ ' . ' ' \ \ \' '\ ' ~ . ·-~ ' ~ . : . ·, ' \ •. . . •, . '""~-._ ~ . < - > . . I . --_ \ 0 \ \ \ ' ' ' \ ·, \ '\. ' \' ..... -~ \ ' \ '\ •-• . ..: ------~-.... ' \ ... ', , ... , \ '\ ' ' ' . :.;. ' . . . ~ '\ . '\:~ \ ''-\. . <!! '?, . :~~ . ~ --\ '· . ·., ' ' . ..... ' · .. ·,. '\ -·-. \· \ \ \ \ \ \ \ \ \ . ' ' ' ' I ' . ' 0 3) C) ' I , • • \ Al>l l'LAN- AISOCIAfU --::"'=z-- __ __.. ______.. -- ' I SEE SHEET 35 FOR PLANTING LEGEND SEE SHEETS 58 FOR PLANTING DETAILS SEE SHEET 58 FOR PLANTING NOTES SEE SHEETS 34-35 FOR PLANTING SPECIFICATIONS KEY MAP N.T.5.: , .. , •. 1.~ ••. ,.,.,.,,,,J.: •As BIULf' ·._· APPROVED FOR PLANTING ' AND IRRIGATION ONLY, ' ;,_;; ' -1[ INCLUDING PRECISE LOCATION R'CE •-OF PLANTING AREAS. . ,,•, AP?ROVED R£'V'IOE>BY: 4:-¢ 4-c= ,t;,,'/2/'2 z; . a:r-;,: .. :·• j: ,, ENGINEER Pi.AN-CHECK€R DATE INSPECTOR , .. l',i l!i!.-/i!.l,'f:l. '"i,.;vf" C,'M,V~ ==v=-Nt>7-e /1\ '•-"•.•m 6 ll 1 •37 I 11 11·~~·1 1 4· ,,,,q ---. /,A PLM1 fiff:'J-C!N4 . /1.•'f1 I " CITY OF CARLSBAD PL_,..O DEPMNENT PLANTING Pl.AN FOR: ARROYO LA COSTA- VILLAGE i -. ~ ~.~ DAlE N11AL DAlE INl11.AL OAlE INITIAL OWN BT/ . CT NO. I DRA'MNG NO. I REVISl<Jt DESCRIP110N CHKD B : CT-88-3-1 322-IL ,, .. onG mROVN. CITY >nP.OVAJ. FIELD BY: . CMWD 92-307 ' \ --' . LINE --....£ET. 37--.. \ ·I ~' \ ; \ .... ,,. . ,, ' I \ \ \ II PL.A RAC \ .,,.:~; .. • ' ' ' ' \ \ • ( '.Z I RHU INT \ ........ . k' ~,.II,\. ', ' \ \ I ' SEEDIIIXl2. I, t I J:Jr;..,,,r::eo AND LINER -CEA GR ,._ SAL HIN I '-AL- 17 BAC GLU HIJ----;-:;:;:;---t-==~~---------....,,t. • I &-~(- \ :.I • \ . ' ( / J I I AU SLOPE PLANTING ON THIS SHEET SHALL RECEIVE ,r;-,,..,...N:r(JliltOSEED IIIXES AS NOTED AND.-~IJJA,~l:ff"f~"Pw'_,._ ··--~ O~>DN CENTER FROM FLATS. HYDROSEED MUST PROVIDE 90% OVERAGE WITHIN 30 DAYS ER CITY OF CARLSBAD LAN SCAPE MANUAL. \ \ '\-' I \ \ \ \ .CMIIIOl 1 ~-Ol.fRl£AD ELECTRIC LINES .... \ \ \ \ . \ : \ . \ \ \ \ \ \ \ \ \ \ \ \ \ - ,-~-'I'. ---4----.....a. ...... ___;, A ,,._ r.ii' ........... (;' . J I I ' \ ·, . ' . ~\ LINES ' . \ .. '1 \' ··' •• . . .,. " , •,! ' ' . ' .. . ~-,'. ~-, I I ' ' NOTE: L/NBR. .5WU. 7i;) ue. ,PJANTE,P ,~, AWAY F/ZD,..., The Of SliJfE AN/? 'EPGG O'f WAU::IVAYS. \ \ l 8) .. . \,,.,_ ,, ... , ~ 1- M~ ~ ' . '• CALLEf!,A ADl ....,._ .usoctAID l'5• :: R'CELONA • . - . APPROVED ~ ~ ,p'/;l/92. ENGIN:EA PLAN CHECKER DATE /Z•J!l,.,2 /l!iM,; C H,'\Ndj,f:P "5;,U,UN=I/E:12-N,:,7"£! A..fo.&li Jiliii.. IZI VlANT .--• -JNr.. DATE INITIAL or 1lllll( REWilON DESCRIPTION I QUl!MHI RIBSPE CEA TOM .PLARAC I ~ f / 1 , I ,-1 i ; I'' l ii l , . I I I ' ; I ' ' ' ' ' . • I \ \ ! I ' . ' .' :-,: _,. . . ' SEE SHEET 35 FOR PLANTING LEGEND i§§ i~~EETTS5858FOFOR PLANTING DETAILS R PLANTING NOTES SEE SHEETS 34-35 FOR PLANTING SPECIFICATIONS • KEY MAP N.T.S. ·As BUILr APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION RCE DATE EXP . OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE /1\ ~ IA • .,.; / ,g_ . 1 93a' 11 I l9s~" I ~ 11.A""i LB CITY OF CARLSBAD Pt..t.11 ■10 DEPM'IIIENT PlANTING PLAN FOR: ARROYO LA COSTA VILLAGE I /7 / / ~ ~ AP-~~'~:-~~ . 1-4 ..... DA'JE INITIAL DA'JE INITIAL OWN BY: ,, PRo.ECT NO. 1 I DRA"'1NC NO. O'IHER Af't'l(OVAI CHKO BY: CT-118·3·1 aTY N'PROVAL F1EL.l) 8Y: 322°ft CMWD 92-307 + 11 .S>t.o. ... - - I &.A1.- PLARAC C£A 'J.C.' QUE AGR 'RIBSP& _ .... • ' •. \ I ·,-o:: .... • .. ' ,, ' , I : I; \ \. i_ ,. .. ' -· ' . ' . . . m r (') )> ~; ;z d· ::0 m ::r:,, r ✓ I I t , • . . 1 ·, ; . ; j i' I / / . ' , ! ; I I I I ; . ':i ..... / '. I/ . ' I~ QUE DUM I ,~~~-~~t--+----l.Lu ,~~ I SEED MIX -CEAGR HOR(io') _&i. GAZ i,e,y.' fl.A~ 16" o . .::.. t2 EUC SID 'j' . I: 1 ...• ~ . ! : I .. /:, ,: 'i '. I'. , ' , I ✓-·Ul l. _.;..•' '\ , \ I \ . \ J \ : AU SLOPE PLANTING ON THIS SHE SHALL RECEIVE , _,, __ .,. Y OSEED IIIXES AS · NOTED AND· ~rt1;;:~1"-•o.F:Ji;J ,l.:1vv -JS" 0 N CENTER FROII FLATS. HY OSEED MUST PJIOVIDE '°"" OVERAGE WITHIN 30 DAYS PE-R CITY OF CARLSBAD LA SCAPE MANUAL. I I \ / --. -") -l_,. _, i . "' I , '· 1~0. • e. _IMf"tQT----.'.. _ -~ .. -::· /" :. . . . --. ---fl'-· ---·-/ /~ ~ .... I / ' ,_/ .. , I ' I , \ \ ' "I \ '. \" I )" \ , ; , i \ , \ . i • i \ i I \ : \ I I I. " I \ 0 20 \ I . , SEE SHEET 46 ON IRRIGATED AR HETARt . l~-., cMI.-I / f'!JI-I 6A I-. ftJEL HoOIF14'J"IDr-(/za.b:. ' I -, \ ' . ' . 1, 40 I I. s 6 AIII PUNNING ASSOCIATES --~=--·";:•t~-~ • ••••• APPROVED , I -, I: . I I A-12 .6::t:: l;//VZZ ENGINEER PLAN CHECKER DATE DA'!£ INITIAL CE MIRK RE'v1SION DESCRIPTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE REVIEWED BY: KEY MAP N.T.S. •AS BUILr DA'!£ EXP. INSPECTOR OA'II: ING Pl.AN FOR: DA lE INITIAL DA lE INITIAL O'IHfJI APPROV aTY APPROVAL OWN BY: CHKD BY: F'IEl.D BY: AAROYO LA COSTA VILLAGE I PROJECT NO. CT·88·3·1 DRAYllNC NO .. 322•IL CMWD 92-307 I, + 17 I /.,r'AL- (~tJ) 2/J !:, ""L- j:.15 I ~L,. .) ""_,, ~I.,. ,?i),-I t,,t. L..- la? I i:,-Aj... "~ 5 6-AL-- EUC SID PLARAC RIB SPE HET ARB I'¼ A>r1 P~l!UT'l""' RHU INT ~t:Q-1 Fl !SJ'lileuT'l,!:ll,,f ···~~ " ' ' ··-_: " CEA"tt>M QUE OUM GAZ l~y.l 1e,"o.c. SEED MIX 11 AND LINER @.;o.o.c. OF: CEA GR HOR. Jo' ,-T r ' ; f " ' I I ' , ' / i / ' : ,, ! j ' .. ---~. f , • ~ .,.-; ( X \ t '. \ '"'' •. I "' = ! ' ' l . L, .. • ' . ! ,. I ";, ,I . -· ALL SLOPE PLANTING ON THIS SHEET SHALL RECEIVE , Y OSEED IIIXES AS NOTED AND ¥6",&llt\.:'.ekii.<'~l:!;ta:_. ····~-·-- N CENTER FROM FLATS. HYDROSEED MUST PROVIDE 90% OVERAGE WITHIN 30 DAYS PER CITY OF CARLSBAD r-,.a,,.,, DSCAPE IIANUAL. I j , ' \ Ji \ " \ I I ..,, i \_\' r: \ I I . " . ~Y,,.,.t ·,...,. II :f 1 .. T1 1 w~-.,,_.,~ I ) I _/ ' i I \ \ \ \ I I ! \ ) ,, I I I I I I I I i I , I I : f ' , , / I l I I i \ ! i I \ / r I i I ,\ ,, > I -'::; ' ' ' i A / I • \ ' '-' i \., ~ ,, ....... -~ ...._,, .. . .. .. .ti ' • ' ' ' I I \ I I .. ' ' '' I -------·, -t=~tlr.::..::: ~::::::---=:::::::-------~-'---' ) \ ' ~\. ,,-'.',;- /lr"-.U -~(.-, > .,,/ _.. " " , ," / / -✓•✓·.· __ ,.,... ...... \ ' ' / Sn-tlliEET 52 ~ ' " I ' I . I \ ' ' \ \ 6 s SEED MIX t12 H"f1--k..: :!IIJ!l'P 9 0 I ~ i ' ' ' I i i \ \ 4. \ ~ cr:A.J.~ e, ( f~L. .. ru~i ~-~· •" '~\ J~:::::: 1 :::~7=-·_-,_ .. ,,......... ...... ,.,~:t_.·: ,-i. l, _ _!!PIN~lO~IIL_ ____ o \ \ I ' \ .,. a -: " -~ ...... ·.,:•,, ·-,~~r---,~,~ EE sH?ET 53\ · --. ,-- I ·1 12 :,' -=-'''"-'' '-'"-'lr=>~'''_;..;.~11,=-11iUfO=-·' ·:....:·~·· ~-4 ·\ '!t ... 1,.. ~ \ \ ' \ \ C Pl. 'I.A... I I' "'r.",~~,.....,1,,,i'::1,.....~.:....::.,..=:.._::::,::_~ I I' IJl,,lef>,.~. :S'i ~,O.G. \,',,. & PLANTED WITH GAZ:. 'QI(;' 00 ~ At..5 @I IB"-f2-!-QC, FROM FLA TS AND 14 ~=r~c~ ~~OLZIA AT 51.BS. PER ACR . I " ~\1 \ ! \1 (15 . I ' " \ ,\ \ \ " \-., J .:. ·, \ ~ \ \._,../ _.;,.----- '1, ' I -~ \II :r-'M~c--..:,\ \ (" SEE SHEETS 58 FOR.PLANTING DETAILS , I , SEE Sf-iEET 58 FOR PLANTING NOTES \ \ ~ , ~ I r· -. _-r:S:cE::E~S=H~E=E=T::-3::-5---F=-o=-R::--:::P::-LA::-N---T_I_N_G_L_E_G_E_N_D ____ ....., I 1 , 16 SEE SHEETS 34-35 FOR PLANTING SPECIFICATIONS ~.~----~----J.1-qtl..,...N~ ~~-l;l~f~~ 4 .. 1 ...,.¥~~_,-~~~--•-'!--""'"'"__., _____ _,.,....1illl"""J;:,),,., ,_a.,\\, ~ . \,~, <;E.f.,<;i-lEJ::r 5.!> f0'-f!Jll. McOtFk'.AlJON 1-lm.?.> \ I . !' ' I i } ' ,0) ' ' ~ \ I ' ) APPROVED FOR PLAN1ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ , , . . , r , , . ,. , I ,, , , , , ~ \ ~ ~\ , 17 AP?ROVEO KEY MAP N.T.S. RC[ EXP . REVIOIED BY: d:{6: £:z"' ENGINEER PLAN CHECKEFI ~~Z. INSPECTOR DA1r,. NOW., LJA!e.R.. fyoc.K. Tb BE: PLANT5.IJ /-5' A-WAY F~f1 7?>f= e>'F SLOP& ANP E:1'6;& oF ,PAI/EiMGN"f /TRAILS. 0 20 4) ADl l'V,N-AISOCIAm 911121i1AaN,OIMt --~~-- 8) __ __J. _____.. ______... ,,;..,;_/.'12. /iJJ?J1... Cl-/,,,,IV<',= DAlE INITIAL (Eml( R£\1SION DESCRIPnON DAlE INITIAL DAlE INITIAL 01HfJI ll'ff'.OV QTY N'PftOVM. DWN BY; CHKD BY: FIELD BY: PRO.ECTNO. CT•88·3·1 I DRA'¥ NO. J . 322-IL : ·CMWD92-307 • (Jc,7) ">:Z.-'!f G,t,I.. ~'!f -I 6'AL- IC/4 I~ 9t ., . ._._ ··""'"'",&MIIIII. QUEAQR EUCSO RHU INT QUI DUM CEATOf'.'1. .. GAZ 1~. SEED MIX I I I' • ' ~ ~ ' ' ' ' " \ \ \ I -" f'T1 r- s: f1 / I . l . (") )> ~~ 1z 0 t.~ l .. .,_ i ~~ . ~ ,-1 ""~-· __ -- \ ., .......... ' ,: ' ( I I , .... - ~'."-n-,. .. +..+i-~~,.,~.,.'-1-,,-~ .. ~~~~8!:!ftL,. ?SHEET 40 . 1 :\' \',' ·,_~ -Lt,,.,;ii,•~.l~~--16 --------l ' .__.,t,,o,Jllf I I 1 ': ) ' ' ' I . i I ) -----180 / ' l 17 SEED lllX ft C> ' I \ \ , ' ~ · .... _ _..,..-·,_-_ . ~T~jt~,,,-"7°'.'.• .. 1··· ~ln~~~~A~C~PIL~;'S~~· J--1 ,, ,\ s; ~ ·~··ti-.·Go. .I 11. I' \-:-~ .· ') . . "\ PRU LYO 6,41,. \\ _19 \ \ I \ ' ' \i ) .. ,', \\ I .-•\ Plil Al&@ 181 o. C . ;PLANTED W H GAZ: 'C..'<.' ON 12' OG FROMFLATS . . .. CALFORNICA (CALF: ·· ·· -. 1TH ESCHSCHOLZIA , POPPY) AT 5 LBS. PER ACRE ("' .____.. _./_.,.·· "'"\ 1\v: -.~,.,.. _!,," · tL..,.."-l•Ljt===-;:. ~,,,==::::::::.,,=""""-fUE.L M?DIFILATIOl-1 zm-.lf:.. A :z_, '--,,\ ,. ·-,_/ --.~·..Ji·•,,~ ~-;~,ME~_...,::-'-'~,-.l -,,,. Llf.L MCPl'FICAnot-1 zo-.lf..A-1- 1 \\•''·· .... " ,· •/ ;, \ \ . '~/ ' ! .,,... '· ........_, ~~::-ik-...l-1;--~~~~~,-11~A•T-CH_u_N_E_·_til;..E.E•S•H""'E'"'E""T""'' !'5!"11.z._.~ --,.--lo--_,.--?i-__ ,:':~ __ .-' ,._;./ \.....,..__....--......, ' ~ ~-·, ~~~-~·--- -----···---............ ,., .-· / .· / . . -·/ .,/ ,/ / 22 " -t.: ' ' I )'---.,......._,,,. \ 25 \ I I / ~' .. ) ~:"' ..................... -., . ::::~, .. "' . ... ..... , ' ... _ --~ flJE.I._ t-1:::t>-Z'.~e. .A ~2 fiJEL YbD. ~ A -P;, ' .... .. . ,P/ \, .... ~1/' . -, A,,:.~/ ._,/ / 4'/ IJ, .... r;-;:;:-;::;-;;:~::=-:~::-;--:-:-:-=:"".'----------------"'---~ SEE SHEET 35 FOR PLANTING LEGEND SEE SHEETS 58 FOR PLANTING DETAILS SEE SHEET 58 FOR PLANTING NOTES KEY MAP SEE SHEETS 34-35-FOR PLANTING SPECIFICATIONS '?f!e, SHf.E.T ~ ~ fLJfL r==;;;;;;;;;;;;;;;;;;~§~~=---=N~. T.!:s· __ Mrolfll.ATTON f'tin':.s . • AS BUil ,- NOT&: LttJ5/l.. $7bCK. To BE Pl..4NT1$ /5' AWAY F~M n,a OF SLt>'F'S l+NP ;;pe, l= Of T/V<tLS. APPROVED FDR PLANTING AND IRRIGATION □NL y INCLUDING PRECISE L □CA TION OF PLANTING AREAS, ADI. ,..._ AIIOCIA!U 0 II) • ______ __J _____... DA 1t INITIAL CFIIIII( CHAN f= RE\1S10N DESCRIPTION DAlt INlllAL DAlt NllAL 01HER ll'flROtl QTY N f RCNAL RCE EXP. REVIOIED BY: PLANTING PLAN FOR: DWN BY: aiKD BY: F1ELD SY: AijAOYO LA COSTA • VILLAGE I \ PRo.ECT NO. CT-88-3-1 DAlt ......,.....,_ \ ' L c' l ' ' ,,, i I " ' '"-f ' - r , , I l J I ! ' ' ' '. ' ' '. '•~ .... , .. ' l •• -\., \ "o:. .w .. ' \ ' ' ., .... ' \ ..... , ' \ ' ,--, ' ' ; , I '' ' ' ' I ' \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ \ ' ' ,._ ...... -................ ~ . ,, , ' ' ' ' I ' I' ' I I - NOTE: 1. SEE SHEET ,a,,, 2. SEE SHEET 15 8 3:SE ET 5e - ' ' " - . '- ' FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLA ING NOTES f 5 GAL. 'l1 5 GAL. 1 GAL. JU 4-0PE. PLANJlt-lC:, J,.f€#, ON 11-114 <;fiEf.T ~ Ffl.-f--t\Je. 'Wl-trre. AL'(¼UM I H~ Al '2-~-~ AC-FE. l>HD E,.,S''/4, G.&;;a ►h,a,' C.9FPe{t l'ltl&' f'l ,A.t,lffO AT li11 61,6, F!'Gt4 n..,tq:r, .Afojp l'r'h~0;,,,..~A AU!>A A-ANTl:p AT-i411 ·"· fPoM FlAT4, &_ AL Y¼Llt-f MLJ~T f'PO\/tOe. "'Oo/c:, '.LJVl:F,i,,&e-Jti W DAy.-:, ~ C..ITY OF t::Al2Lt,f!:,AD ~ MANIJLL . ;:--:--...,.--~ /&11 I / -·- ' I I / / I ' I / I ,,. / ,' ' ' ' , I , I ' ' J ) : / / / ,, ,. ,,,. ' / / / ' ' ............ , / . - \ -' i \ I / ( / - - , ,. SEE SHEET 4~ - PIN TOR • SCH MOL • MYO PAC TH RU-OUT PRU LYO ao Gillespie• Delorenzo ASLA &: A11Boc1ateo, Inc, (5t!I) ~15-6116 T,U (B") M-BSti.f Date Job No 91-100-1 Scale 1"=40' Drawn / ' ' ' ~ ~ ............ w r • r ................. /VOTE:. L/Nli/Z G-,oCA!. n, /!,'E: f'.tMTeP !51 AWAY 'FPJ:'f'1 ibE C'F S!L)J'J:,.<;;. ) ' I \ BENCHMARK: REFERENCE COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE· APRIL 1988 CONTROL POINT DESIGNATION CAL COORDINATE INDEX 326-1689 81+72 INT LOCATION DESCRIPTION· ELEVATION· w w Cl) EL CAMINO REAL AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79 716 FEET U S G S MS L DATUM / DATE INITIAL ENGINEER OF WORK •SEE B'ELCW ' ' /; i I , ' -I \ ~GAL \ PLAAAC iPOPFRE ENGINEERING PLANCHEC~ER 5GAL to' ~o.c. I · RS. ~ APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PI.ANTING ARFAS. REVISION DESCRIPTION I :lilt. SLOPES ntl'S-StEE1' ARIE "T~ ... IJlAl'NTENANCE PROVIDED BY DEVELOPER,, II KEY MAP NTS SEE ABOVE • 40' ~--..:.;,21r r, ----- "AS-BUil T" DATE TITLE RE"1EW!:D BY l'ISPECTOR CTIY OF CARI.SBADI PLANNING DEPARTMENT PLANTING PLAN FOO ARROYO LA COST Al , Vil.LAGE I : L.............__ -- ' fc>' . o.c. LINER • 5 GAL. - MYO PAC . TH RU-OUT fl.OS PP.o COP l(IR TH RU-OUT PIN TOR --SEE SHEET .42 __ """"""'9 __ _ _,.,--_ -- ,,• ·<v I L L A G E 'R' FUTURE SCHOOL SITE PROPOSED SPOIL AREA / ~ rr,c_ HVDROSEED GRADED AREA PER GENERAL NOTE 7, SHEET Z (SEE NON-IRRIGATED HVDROSEED MIX, SHEET. ~?} ! I ' TULIPERO ------ NOTE: 1. $EE SHEET ~'5 FOR PLANTING LEGEND .2. SEE SHEET 52, . FOR PLANTING DETAILS 3. SEE SHEET . 5e, FOR PLANTING NOTES 6' I - -- I I CiO Gillespie• DeLorenzo ASLA. &: Associates, Inc. La.-nd. Pla:n.nffig, La,id.so11p• AroMleatuff' D<1to Job No. 91-100-1 Sc<Jla: 1"=40' Dt"awn JK / 't--- ,,,· I I / / --- ,,•••••••r'u•e• - ,,..,,,, ' ' l GRADE TO DRAIN ,. I I I I I I~ It I~ I Ill I Cl) I I . I I 5 5GAL - Pl.A RAC tf • I , At:l'SLQPES THIS SHEET ARE TE'IWPORARY. MAINTENANCE PROVIDED BY DEVELOP~R. // i • •SEE B LOW ----- \ 'ii \ \i \ \ .. 0 -if'".,. > \% ' -,.,. 6'.., \ !Iii 2.0 POPFRE 5GAL , RHIJINT I I . ..... , . .,,,, ......... ,. ...... ,. ,., 'n ,m,.,., PAVED ACCESS ofl1Vlc TO'DETENTIQN AREA 21' --------- SEE ABOVE /'Jore., LJNeR. s-n,c.K. Tb sis PLANTEP ft;/ AWA>' "FRDM TOE: t:>F :SL()rt;:'$ APPROVEO: BENCHMARK: LOCATION: EL CAMINO REAL 101 '\. rm...,._-3!-..,.L.,.,.;i=Ec=R·,.,,_,+-c_E_A_'Y_.P_.'_~-------+ £. 80' 120" ___ __:., APPROVED FOR PIANTING AND JRRIGATION ONLY, INCLUDINti ~E LOCATION OF PLANTING AREAS. KEY MAP N.T.S. "AS-BUILT" TillE REI/IEWEll BY: INSF't:CTO~ DATE AND OLIVENHAIN ROAD l----t---+----------------+----l---+--+-----1 'PLANTING PLAN FOR DESCRIPTION: ELEVATION: REFERENCE: STANDARD COUNTY M1D CENTERLINE MONUMENT 79. 716 FEET U.S.G.S. M.S.L. DATUM COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164. DATE: APRIL 1988 CONTROL POINT DESIGNATION: 81 + 72 INT. 1--~.-A-TE---+-1N-IT-IA-L-+-----------------i--D-TE--+---1---I---TI--I CAL COORDINATE INDEX 326-1689 " A INITIAL DATE INI AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL . Cl'TY APPROVAL ARROYO LA COST A ASSIS DWN. BY: __ _ CHKO B~'----- Rl/'AI) BY: VILLAGE I PRO..ECT NO. CT-88-S::1 ::,1 ORA,....; NO, I .,. Hi' 322-1.L . ,. '--------'--' ~-· ,·, !Yi ...._ _________ __._ _ __,_,_--1... ___________ J...-__ __. ___ __._ ___________________ ._J nt i....-~-----------------------------------------------------------------------------------------------------------------~-----------------;_ ____ __,j ______ _,J" I ,;.\ CMWD 92-307 ' •i: , ... -. ___ :1,., L~t: \ • \ ---CAL TRANS SIGHTl.lrif=. • 440' '\ 3 'see. SHEET 45 NOTE: 1. SEE SHEET 2. SEESHEET 3. SEE SHEET I FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES , . -.' i ' CALLE -I - :..,_,/ \ ' ' ' ' ", ·I .. , . ..,_ . -1 BARCELONA S:-&-2.. D.' '='s~G::-:A:":'L-. --t-,a......____._......_ ____ ,EB I. Ii' ' li!,,1,~ .. I' .. i 5.GAL. 1,,,1 SEE SHEET 46 ,,,, .. , ;r•. :.I,.' :'L· ,1: 12"' 0.C. AGA 1 GAL. 1 GAL. _...> I I'\'() \ I I \ ···• \• • ."· • ! ', .... ·,, \ <"';>" ·'\·r ' .,·',(;,, ,.;\ ,JL 'i: ... ,;,,, .. ', ',' ' MAftfTERANCE ,PRO'. .. · ~ BT ·••· •· HOME OWNER'S ASSOCIA TIOlfl" ',i,•C,O,.,·"l,lC"'""""i' ·•·~~ ,\< I '"7 • 'I·· .,._ 1 , ~1 ,,.1·,, .. :,,b,.:1. 24" BOX _,-, CRw· .~·mrel\bt ~ ' ,.': .; )!;;; ,:::•~~I ' ' 11'i: ' r , •!~: \ ,, ' ,l'. · :: 11: I :•· , : [:.; 'ii i 1i: • ' ' I ' iPLANT 18" (MIN;) FR'OM IP'AVIM$ 'IE~E · 4" POT t:·11 , · r:· 11 NOl'E; UMDERPLANT PITTOSPORUM T .. 'DW'M'IP WITH FRA"Gl:RIA CHIL.O'EMSIS FROM FLATS AT 12" O.C. IN ALL PARKWAY AREAS. BARK NOTES: 11 ' '!Id i1i!I ' , I BARK CHfP MULCH TO ee PLAICiED' THROUG~i ii CiO Gillespie • DeLorenzo ASLA. & Asfociatel!I, h·,11-:. Land Planning, i6t5 ~ l':"~,:111. ,t17i;ct. STE ,SOO San i>kp, CA, i2rotJ Da.te Job No. 91-100-10 Sc<>Le: f',,, 20' Dr<>wn CB 0 OUT A:tl SF!fl'IIB JrnEAS LESS ,THAN 3:1 IN SLOPE. SEE PLANTING INFORMATION. . R ! ., :,,; :,,:,, I KEY MAP N.T.S. " I, ' ,. ' 111,:1 1111 11, I f BENCHMARK: LOCATION: DESCRIP~ION: ELEVATION: . APPROVED: ENGINEERING PLANCHECKER EL CAMINO REAL ANO 0LIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.S.G.S. M.S.L. DATUM ..wz,,t DATE 'NOie... I ' TITLE ' REVIEWED BY: tNSPECroR CllY OF CARLSBAD "'ANNING DEPARTMENT PlANTtNG'PLJ\N FOR ARROYO LA COST A VILLA E I DAit: ~ I ,!.' ,,., ~( CA) C) '(;;) -,: _, -· ,,, a: a LL z :s a. f-2: REFERENCE: i ~ COUNTY OF SAN DIEGO i a.. BENCHMARK BOOK j:i, I DA g PAGE 164, DATE: 6 PRIL 1988 1 ,i ii, 1IJI ·~ CONTROL POINT DESIGNATION: 81 + 72 INT. t--:-D_A_T_E-t'-I-N~IT-IA_L_· +-~-"'---+~~~=~.""'j"'""'·' '---------·-+-□-A-T-E-+'-iN'-!l-+Tc-lA-L-+~!))A?,,7',T-E-+'-1'N-l-+TI_A_L-I DWN. BY, PROJECT NO. DRA.,,NG NO. 'W CAL. cooRDINATE INDEX 326-1689 ENGINEER OF WORK ! R1E,1is,1cJ~ ::;~:tscR1PT10N OTHER ••P•OYAI. eir, li•P•OVAL ~~~g :~: ----CT•9s•3•1 322•1L ~ ._ _____________________ _._ ___ .L..----'---•'•.:.l..__..._...;..;__..._, ... ,j/ ... , lW" i-;-1•.•:.:.,·----------"--...l.--------"1--------.L.----------'---------'---'-----------' .-~ '·5~. ill l i!it, I:.!:: / " 3 ,,,.,.::,,. 12" O.C. PEL PEL f~~~~1t,--:-::-=-==--+-----------• , ";",::()~,. 4" POTS ~ ----- I I 24" BOX E L 12' WIDE PAVED P:cR ENG. PLAN$ OLE EUR 1 GAL ALL SLOPE PLANTING ON THIS SHEET SHALL RECEIVE 'WHITE AL YSSUM' HYOROSEED AT 2 LBS. PER ACRE AND 60% GAZANIA COPPER KING' PLANTED 12' O.C. FROM FLATS AND 40% DELOSPERMA ALBA PLANTED 12" O.C. FROM FLATS. AL YSSUM MUST PROVIDE 90% COVERAGE IN 30 DAYS PER CITY OF CARLSBAD LANDSCAPE MANUAL. HEM HYB 'P.P.' --- HETARB 5GAL R 12· o.c. + ROS BAN •---:5~G=L---1-......,;....;;.;..;;..... _ __, 1 GAL. 5GAL. 12· o.c. CEN CIN 1 GAL 12· o.c. E A L -• • • 12" 0.C. · GAZ 'M.0.' • + • ._.,.,"":"=,---+-------+------.. 1 GAL Tl.IL \/lo PHO TEN 'T.T.' HEM HYB 'YEL' --1-------- 18" O.C. FLATS '3 PLA RAC 24" BOX --------------------~----- --~-----------.:....-----·-1··-· GAZ 'S.Y.' ♦----------• • • r FLATS ~------------------------------""'-· ------ NON-IRRIGATED HYDR~ SEED MIX. APPLY AS PER ~\ GENERAL NOTE #7.) \ ·3' o.c. MYOPAC LINERS SEED MIX#2 HYDRO. and liners @7'o.c. of CEA 'Y,P.' ...._ ' -----.: -----r ............ - ' \ : \ 0 -----·----"'"--- SC'COM' / 20· SDG&E TREE/ TRIMMING / EASEMENV / /_ -------~-- HYDRO. / OWMUlEFAT UN EfllSTORY (SEE LEGEND) ./i-:::'...._,......_.....__ ___ ..../ Q,~,;i..--f~--ARCHITECTURAL THEME ELEMENT __._...p,,j-4'~ (TYP. SYM.) I I N / J I ' i -I • .; ••• / ...,.. BOX RAP 'M.B.' ,I ·······~/ ■•••• ai MATCH LINE· SEE SHEET fl ■ / / / / / / / / CEA TOM 1 GAL. /5 1 GAL. BACGLU N.T.S. SAL HIN r z w :; w (/) < w w .. <.:I □ (/) 0 "' ''" ,,.,,~ .. -., •. ,' ...., ,_._5 3 C"CcE °' .\S' ~:::;::s;~ At\ __ -z'< : EAS~~/--1"":....i-+J-..µ ::;\I ,,,,--~,-•· "~ ., .. .,,... ·• .. ~· ,,.., ....... ,., --,, .. ,,.. ,,, ...... ·,~-. .,. ,.,.,' ..;,,,,,,. ...... ~--' ---;:, ;,~ '•~,, .. , ... . ,..,,' >~, ,., .,., ·,, .. : ,,., .,., _ ...• ,, •••~• 'a ,,. ''" ,,~:;. <;:: 1' 1JLI. '••' _o... a_ -,,, .AO '1 0 W --I --..;;r 1 w--1• ........ ,_,_ 7,, V' ~ -,L.. BAU VAR __ ~ ~e -=---,,3,;,,6",--+,4""a·""'· --1-_;,;;.....;.;_;.;.;,_ ___ ---I • BARK CHIP MULCH SHALL BE PLACED THROUGH OUT ALL SHAUB AREAS WITH A GRADE LESS THAN 3:1. SEE PLANTING SPECIFICATIONS FOR FURTHER INFORMATION. • UNDERPLANT PITTOSPORUM T. D.' WITH FRAGARIA CHILOENSIS FROM FLATS AT 12' O.C. IN ALL PARKWAY AREAS I ·~ "' a: -I r. \v_<'\ ___ ---=-1 a-;,s·,-::-0:-.c_. --li..:.T;_;RA...;.:.;.JA..:.:s _______ ---l[-;::::::::,•::'d NOTE: 1. SEE SHEET 2. SEESHEET 3. SEESHEET FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES Gillespie• De Lorenzo Land P'la.nm.11§, s.._ ~ CA u,~ I ~ 1 GAL. .. :"•"•"" ~ J CC-I ::c _..,;2..;,.7 __ -+-~P..;..;IT_'T;_;.;;.D.;_' ____ .;........a\$ I C 5 GAL PLANT 18' (MIN.) FROM MAINTENANCE PROVIDED BY HOMEOWNER'S ASSOCIATION Job Na. 91-700-'0 Scale: 7"~ 20' m w ...J ...J cc I f'fi PAVING EDGE I (/) ■m ■m (/) I ::c m ■ !:!l : t I ■ ■ I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. D 10 APPROVED, ENGINEERING PLANCHECKER· ~~a_w___n ____ 1' L "AS-BUil T" 20 50 DflTE 1111.E REVIEWi:D BY: --------------- INSPECTOR DflTE ■ ■ BENCHMARK: I SH45EET I IL..._c_ITY __ o_F_CARLSBAD ____ ___JI I SHsEsErs I --------------------'-------------l--------l-----+----1--------1 . PLANNING DEPARTMENT . 1-----------------------l------+-----l-----•-I------I LOCATION: EL CAMINO REAL ,--------------~------~ (.) ■ •••••••• AND OLIVENHAIN ROAD PLANTING PLAN F'()R: ARROYO LA COSTA PROJECT ENTRY -VILLAGE I ■ ■ ■ I DESCRIPTION: ELEVATION: REFERENCE: STANDARD COUNTY M10 CENTERLl'JE MONUMENT 79. 716 FEET U.S.G.S, M.S.L. DA TJM COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 CONTROL POINT DESIGN A TI0'1: 81 + 72 INT. CAL. COORDINATE INDEX 196-6252 (NAO 83) f------------------~·-·--------1,-........-- DATE INITIAL REVISION DESCRIPTION 01HER APPROVAL DATE INITIAL CITY APPROVAL ASSIS OWN. BY: CHKO SY, RVWO BY: PRO.£CT NO. DRAWING NO. CT-88-3-1 322-1L NEW SHEET CMWD 92-307 36" BOX ''5 GAL •. TREES ON 20' X 20' G RID, La::ATION lb l?E-AppPoveo f::>Y L..ANtx;,c.&fe. A!2-vH rr~,T." / ' ' Be ARC EDM 1 GAL. BAC 'P.P.' 1 GAL. <' • CALLE fflro SEE--SHEET 50 47 5 GAL. © e NOTE: 1. SEE SHEET -PS 2. SEE SHEET e;6 3. SEE SHEET 58 4, <;E.E.4-!Ef..T ~ PRU LIQ 113 . I CIS PU'R 1 GAL •. 151 I COP 1 GAL It 3 I 15 G 24" 36" 48" FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES f012-FW4. MOD. ~ KIA GR ♦ : · ·.25 PRU Cii) Gillespie• DeLorenzo ASLA & Associates, [nc. Land Planninq, Da,te Joo No. 91 -1 oo:.. 9 1"-2.0· S{;a,le: ~ Dra,.wn M ,I .. ,, , • ,,1., I " "" ,.., It l It "' i :I: ' : " .,1 ·· i • •Mt Eh>AftCE PRO'tft>l:!tJ ·~ HOMEOWNER'S ASSOCIATIOflll \ L..:;:;;;;==:;;;;;;;;;;;;;:::::==:::;;;;;;;;;;;:::::::J b ,. ·, ... ·, ,, ' . ',.·• ,,. l\J 1 GAL. • I . ,'., -..,,....,,'5.., . ....,..a--+-B ... · 11..!:!J'P,.__· · __ 'B ... · ..,A,.IL'-""'-'-'=' · = '0 5 GAL. 0 en --J <C • I ' ' 24" BOX 12 q 8 15 G. 24" 36" LIM ·PER• 2.., PLA1·AC 48' ' . ' I 'i l ,, '' •I If ; I I• i i' I I !': ; _,.,. i ! I , i i I' . f i I. 1., i I .. ., I OWA MAR Nore, L/NE:/1!.. S'T(JCI:::. TO BE f'lAA'/TEP 15' "'W'\Y 'F,ebM ?t>G OF St.:opes ;IJNJ> 81>Ge o F LU4LKWAY.s. SEED .. j ' .. NOTE:. tiNt>ER1>tA1tr P1TFOSPOR1:1M. it( i iowAR~· wr#t FRAG1:1R1:A. CHILOEMSIS FROM F~TS AT 12"' O.C. IN AiLL P!a:RKWAY ARE:A.S. MYO PAC TH RU-OUT I I 1B.ttRIK HGTE!S: I BAR~ -CHIP Ml!JLCH TO BE PLAiCED Tfil'ROOGH .· .. ,.·. i OUT ALLj SHRUB A:REAS LESS THAN 3:1 IN SLOP'E,11 PLANTED WITH FLATTED GROUND COVERS •. SEE. PLANTING SPECIFICATIONS FOR FURTHER IINFORMATION. NOTE: ' . .. .... . . AL,L TR'E'ES ARE TO BE PLACED A Mlffll\/llJM ~OF 3' OUTSIDE THE R.O.W .. ALL SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE ALYSSUM' HYDROSEED AT 2 LBS. PER ACRE AND~ GAFJi!A~i!A 'GOPPER l~ING' PLA~!TED AT i E" O.G. FROM FLATS •~lD 1gq4, DELOSPERMAALBA PLANTED AT-4-2",O C FROM 'KE'/ MAP • FLA-ts. AL vssuM MUST PRolv10E so% covE~I8• N.T.S . ' _PER CITY OF CARLSBAEl LANDSCAPE MANUAL. • • • 'J '-. . _, -~ -I ' ... . ·t • APPROVED FOR PIANTJNG 1J.NDSOA,o4' / i :i i I ! i ' . I ,1,i .. , .J,.,,, .. ... ·,, ,,,_ " A S-B lJ'I LT' ' i ~~f.Of(t 20' 40'. 60' AND ilRRIGATION ONLY, Ii • i ~;/~"~ % . ~ / , • PRECISE ! ' JNCLUDING S111na'f'1Jr<;1 V r 6 , TIRE i ·. ! -.. 7-17-'1 , • i ' I . " APPR0l'E0: LOCATION OF PlANTING, ~ '·"· A REVIEWED BY1 4'c uz,.--~ ljl'/lA.i!.. ~ AR.FAS. l'£ OF O~\.l~IJI: I 'i, ' . • ENGINEERING PLANCHECKER DATE . INSPECTOR I ' .•. ,' : ,1 .. ,; .. I, j. li-21"Jf. tL / I\'.' • Fl .. !'-T\ LJNi;:AND "7,1<;:, .. ,, IR.. " " ' ' • , ..... , .a,.,.,~,~ ,, .,,,,,, .. , ,, . . ,·),ii;.:i, ',:I ·, Ei¥lffiE: iL "'" :,.❖J,,1, 1,, "'·1i!~ w 91<'1C " ' .......... ,, •. <-~, ;,, ,, I CARI.SBADi ~; : SHEET CITY OF FIJl=.L ; ZQNJ;o. " • - i BENCHMARK:· ' • 46 ' ; ~ 4-· !0·'1'. H..· Pl.ANT :$PA-,.,_/ <!HAIWf!.E.< <., • I2-cr LP, i. PLANNING D'EPARTMENT Ii'.. · .. ,,, • • i • . • LOCATION: EL CAMINO REAL PLANTIMG PLAN FOR i AND OLIVENHAIN ROAD . ' .. AR~ t,l CdSTA!iii-; i DESCRIPTION: STANDARD COUNTY M10 i !!] • . CENTERLINE MONUMENT :' I V1l.!-ij3E I -LOT 122 PA i .I ::·.1 ,j, . ELEVATION: 79. 716 FEET U.S.G.S. I :, / ~ /I I 1,,,W';,\;J;i; : M.S.L. DATUM • , , J ·, I AP'P' ~..::...If" -, ;:.~~·! REFERENCE: I I Tl, ./. ...... . . COUNTY OF SAN DIEGO I i AS T PlfalNING OIRECTO'I,' 0 TE i BENCHMARK BD0K ! I i , PAGE 164, DATE: APRIL 1988 • i DWN. B'r': PROJECT NO .. I D'RA'M'NG No. ,. 'INITIAL CONTROL POINT DESIGNATION: 81+72 INT. DATE INITIAiL DESciRl~T ON DATE INITIAL DATE CHKD BY1 CT-Sa-a-\ 322-1 1L CAL. COORDINATE INDEX 326-1689 REVISION RVWO BY, • i ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL • . -1'·! . ' • CMWD 92-307 ' I i :J ,,:; 1,1 I / 0 "' ,_ , .. ,.,, ~, Cl) ~, I L I,' • --- see SHEET 50 I • -16 '" '' j 1k.J.I: 1•11 i; ·ii ,. ,,1,::,1 " ; ' ' J·i,,":.,:i MAINTEN'ANCE PROVIDED BY HOMEOWNERS ASSOCIATION. • CORNER SETBACK 'ABEA .........,_~ PLA ACE 4 " r•...,:·•'I ,.,, _ _,, ~ '• FJJEL M~fk:ATJ0-1 Zt:t-lE. A-2 LOT 75, LOT 74 • "' ,., ... 1, .•• , ••• -· NOTE: 1. SEE SHEET -"fie FOR PlANTING LEG1END 2. SEE SHEET Ge> FOR PLANTING DETAILS ·. 3. SEE SHEET G8 FOR PLANTING NOTES .. -4-; $,EE-,<,,EE.f -.ol'?,' -Ii$ fUf:L l':'.00. liOTI½ • 15 --, LOT 72 15 G. 24" 36" 48" ---+--_____ :34 PR LYO 0 --....5,,,....,;;G::,A..,..L-. ~-!-!--'--'-""-"""--"'-----p 'J,C,' ~- ~ .3' PTN TOR 5 G. 15 34 5 GAL. I HET ARB 31 \ I COT 5 GAL.' LINERS PAR H MYO PAC TH RU-OUT 1 ---...._....,~%~ __ -iJB~AM;CLJ'Pe,.l:P~.''...._ __ --( '~ 1 GAL. e 1 13 Nore, J_JNf:.(<.. S70C$. 7o Bl=. 'PLAA.ITl!!O 15' A(.()-'t>' FROM WE-"'F St-~f'E.S ,<1/'iP Ev(:j-1,;$ ~F ao Gillespie• DeLorenzo APPROV!:'O: \JJALKwAy. (111-!t) .t95•5lt5 !AX (61') .2fl'l-2M4 Dat(? Job No. 91-100-10 BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: REFERENCE: ENGINEERING PLANCHECKER EL CAMINO REAL AND Oll',;/ENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.SG.S. M.S.l. DATUM COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 40' 60' ,Ii 12 AL'l'SO ro\· U1 0 C: cl~, -z:1~ J> IJ): c\s'.· -;a -, 0 --<. z ' ' ' ' I':, ' , .:;: I ! NOtE::. ; I, ' ' ALL TR'EES1 ARI: TO BE PL~CED A MINIMUM OF 3' OUTSIDE THE R.O.W. ALL SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE Al YSSUM' HYDROSEED AT 2 LBS. PER ACRE AND-66%- GANZArJIA 'COPPER l<l~JG' PL,41,~~TED AT 12" 0,G. FROt,1 FLATS A~ID 1Qij' DELOSPERMA ALBA PLANTED AT ~O.C. FROM FLATS. M_VSSUM MUST PROl(IDE 90% COVt:~GE ·,N 30 .. DAYS 18'' PER CITY OF CARLSBAD LANDSCAPE MANUAL.~ ' BARK CHIP MULCH TO BE PLACED THROUGH OUT ALL SHRUB AREJ\S LESS THAN 3:1 IN SLOPE PLANTED WITH FLATTED GROUND COVERS. ' ; 1 SEE PLANTING SPECIFICATIONS FOR FURTHER INFORMATION. . , .. ,, , ... , .. ,. ,,,,.,,,..,,,, ··,~·, ...... 'APPROVED FOR PIANTING AND IRRl(lrATION ONLY, INCLUDING PRECISE LOCATION I OF PIANfING 1, AREAS. 11 : I , II , · 1 "= 20' Scale.· CONTROL POINT DESIGN A Tl ON: 81 + 72 INT. 1--D_A_T __ E-+-I-N 1--T-I A-L+---------~--__c__ ___ --1---D-A=TE:-t-lN-I T-I A-L-1--D-A T-E-+::-IN:---IT-IA-L-f CAL COORDINATE INDEX 326-1689 ENGINEER OF WORK REVISION DESCRIP1!10N DT<.lL!n f.:61 OTHER APPROVAL CITY APPROVAL • J,' I' KEY MAP NTS ;,) ' ''AS-BUILT" REVlEWEO BY: INSPECTOR SHEET :47 CTIY OF CARI.SHAD ~ ~---P_LA_N_N_ING_DE_P_AR_TM_E_N_T ---~ ~ PCANfiN?I~AN FOl3 ARROYO LA COST A VILLAGE I OWN, BY: __ _ PROJECT NO. DRAWING NO. CHKO SY: __ _ RVWO BY: CT-88-3-"1; 322-1 l • i lf59.Sl !168.8] 75 74 ~tp[·,~ t.O. ~ - 79 80 11as.01 !175.7! 73 GRADO EL 81 NOTE: 1. SEESHEET 2. SEESHEET 3. SEE SHEET -+. "-£f.. <;i-jE£T ,....--------=: ,;;a· ~,'=1-,1/ VISTA 1,ss.sr iS:===;i:'CORNEAS 62 82 FOR PLANTl'J'JJG 1.i.EGEND FOR PLANTING ~ETAILS FOR PLANTING NOTES .fi'F-FL)El.. l"t:etflCATION 1'-I c,,_ AL[ SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE ALYSSUM' HYDROSEED AT 2 LBS .. PER ACRE AND 69% Qfo.fJMUIA 'COPPER VilP~G• PLAPJTED Kr 12" 0.0. FROM FLAl=S A~l9 19~(. DELOSPERMA ALBA PLANTED AT~~J). FROM FLATS. ALYSSUM MUST PROVIDE 90% COVE GE IN 30 DAYS l . • PER CITY OF CARLSBAO LANDSCAPE MANUAL 1190.01 61 64 b95.ol I I I 60 '65 . 1192.0j 59 1193.2.I Nore., 1../N&R. ~TOCX. To i!JE PLA.N[eP I'!,' AWAY "FllOM 7i:JE of SJ.l)f'E 6 AN/7 &~ O"f UJA'-1< lOAy'S. ! ! ! . ' I ', ' I \ I, ' ------- .,, -~-~:;~•:-=:·~...... ... ....... ,. ' . > .. , .... ,.,~,.----~-.. ,._,_", .... __ ,...... . ........... , I,,""" ,,,, CARLSBAD TRACT NO. 73-18 UNIT NO. 3 MAP NO. 8258 1 GAL. 18 5 GAL. SGAL 10' --3'-0.C. LINERS CEA 'J.C.' SCH MOL RHULAN MYO PAC TH RU-OUT I I I p • 2LBS/AC HYDRO 4:,....: ... __________ _ ('1 ,µLµ__:,_.;. __________ ~-----,----------+~-.t-~':J:MCb+~fl.~0~5~,~'Ros+-~ LINERS I . .I I I I . / J --·------ -----------------7--.....i.-\> \ ' ' \ ; \ \ I. CiO Gillespie• DeLorenzo ASLA & Auociateo, Inc, , S,$ Mtirnltil c-.-ftolll( m p,o €1Jt9) ass-6116 FAX (&rs) 2V-t~4 .Da.te Job No. 91-100-1 0 40' BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: REFERENCE: 80' %< e:c:- ENGINEERING PLANCHECKER EL CAMINO REAL AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79. 716 FEET U.S.G.S. M.S.L. DATUM COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 11$ COT PAR 1 GAL. fj He:T· ;,re, . ·, lli 5"G,AL.. · APPROVED1 FOR Pl.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION ,OF PlANTING AREAS. LOB MAR Sealo: 1 "= 40' CONTROL POINT DESIGNATION: 81+ 72 INT. I-D-A_T_E-+I-N-IT-IA-L+--------------------l~Dc-A=TE:-1-IN-l,,-TI_A_L+DC'-A~T=E---tlccNc::ITc-lA:-:-L--1 CAL. COORDINATE INDEX 326-1689 Dra:wn JK ENGINEER OF WORK REVISION £iESCRIPTION OTHER APPROVAL CITY APPROVAL I MAINTENANCE P'RO'VIDED BY INDIVIDUAL LOT HOMEOWNER EXCEPT AS NOTE :\ G KEY MAP N.T.S. / C "AS-BUit T" TITI.E REVIEWED BY: INSPECTOR CTIY OF CARISBAD PLANNING DEPARTMENT PLANTING PlAN FOH ARROYO LA COSTA VILLAGE I, APP A$$1 I• " OWN. BY: ___ _ CHKO BY: ___ _ RVWO BY: 11 °"Al\ll!l,tG NO. 1 · . 322•1t. ,·; ~------~~ c,,-,-,,-.-.,----~-~ PROJ£CT NO. CT•81&-3-4 i ! ?>7 1 GAL. l \ I 24" ;.,,-:::;l!t~---+t-'-'R..,_,fl""A ........ 'E...,,~C ..... '----"--'----(R~------~ 5 GAL. 70 ARB UNE A -::-;;141.':-T---+I' ...,Ca.aE=A-'=J.=C.,_.' ----'-'--( C \.-------1 5 GAL. NOTE: 1. SEE SHEET 85 2. SEE SHEET 5e, 3. SEE SHEET 5B COP KIA 1 GAL. 55 I DIE BIC 5 GAL. -,--L=··o-=-=-2-__ t: ...,L.,.IM.,__,_P..,E.,_,R._---~-.:::• . 1 GAL. FOR ~NTl'NG LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES 'i . ..... ,.,.,l .. 1,L. -••••••,L~•---. • • 1 ' . '-' . " .. .. "' '-,.,__ . A a • ._ .; ,_ ' • • • • '68 / , . l , ...... L .... _. ...... ,,. ...... , ..... . 'SEED 67 ! :·: i ! IIWA 'MAR,-,I'., :~r5RoseE1D[ ·: 1 , f ..• . . .. , .. • -·.• .... --. ~~S ,;~;'.A-.-L-. -+'"-'' E....,Tc......<:A....,R,..B'------...,_c...:....a.._0 I ES ~ii!, 5 GAL. CHAPARRAL I 2 15 G. 24" I . PLA RAC : 24" BOX .........,~:....,....,...-----+->C=E.._A,___,'Y_,_,. P_,_1.' ___ /y\ 1 GAL. \.U 36" .D.' ACE 48' NOTE,: ALL TREES ARE TO BE PLACED A MINIMUM OF 3' OUTSIDE THE R.0.W •. BARK NOTES: BARK CHIP MULCH TO B'E Pl.ACED TH'ROUGH OUT ALL SHRUB AREAS. . -. . SEE PILANTING SPECIFICATIONS FOR FURTHER INFORMATION. A"'PROVED: CiD Gillespie• DeLorenzo ~ ;,,.c 6/1 z,J..z.. ENGINEERING PLANCHECKER DATE . BENCHMARK: . ASU & Asl!locialel!I, Inc. LOCATION: EL CAMINO REAL -· AND OLIVENHAIN ROAD ' ... Lcm4s-c:q~ A-rc:Mtactt.1.rs DESCRIPTION: STANDARD COUNTY M10 CENTERLINE MONUMENT ELEVATION: 79. r 6 FEE'T U S G S. M.S.L. DATUM {st9) 296-5115 J'AX {8r9) Z9'1-t3S4 REFERENCE: /Jat~ COUNTY OF SAN DIEGtl BENCf-cMARK BOOK Job No. 91 -1 00-5 Scale: 1''=20' Drawn ~ APRIL 1988 PAGE 164, DAT· ' I!':·:'• CONTROL POINT DESIGNATION: 81 + 72 INT. DATE INITIAL :AL. COORDINATE INDEX 326-1689 ENGINEER OF WORK. I 40' . ........ --- ' APPROVED IFOR PLANTING ' AND IRRIGATION ONLY, INCLUDING PRECISE· LOCATION! OF PlANTING I AREAS. /" .. ·--. ' ' ' ' - DATE INITIAL REVISION DESCRIPlilON OTHER APPROVAL ;r ,, ., . . . . .· . rlAJNTEMANCE'PRO'YfflEIDi•·M,-- HOMEOWNER'S ASSOCtATIOlllf · ... ' :, ~ l C I 60' ' KEY MAP "AS-BUil T" -l)\),NOSCA~ ,Jpf.0£(~ I ,,...,, 11,al'. ~ t "' . -; // I TITLE I/~ '''"'"" f-l ) / ~ '1.1'1-'f'. ., REVIEWED 8Y: """""' . DATE .. ~ ~"iY £ OF c~\.\~c, INSPECTOR DATE ~ . CTIY OF CARLSBAD I· ~LANNING DE"PARTME;NT ~ 5 PLANTING PLAN FOR, ARROYO LA COSTA VJbLAGE I -DROPLOTS , . APP~ ~De . 7. /Jfl --· ___ /; rl ~? ~ .. ' Ass,,,., NI PL,,.N"G DIREC10R / DA TI: , PROcEC~ ,o~ --~--] DATE IN'ITIAL JWN BY· DRAWING NO. Ct-iKD BY: l'.:T •88·3-1 322-1L CITY APPROVAL ,VWD BY: ' CMWD 92·307 -., 0 Q -• -Q) i'.:: (.fJ 0 (,) <( --1 w (!l ~ > 0: 0 lL z :s CL I-z W. :::;; CL g w > w 0 d '"' z j .. \ \ \ \ \ \ fi.U ~FIG~j'li::-f<Ittfl!:. ~ fl.Jf:L Mc'DU0to:r1DN ZOt-11:--:.r,~z . , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ ,,•,,,,,,,,,,I " ,-,) .. ,i, ' I I 1 ~ \ .: '/ s ' , ~, . . 'i . 0 § I \ 4 ,,,,_', ,L,li,i ~-FU~ M?PtflCAf!OI-{ Zot-1~ A,-,., FUEL r,,r;t:;lf)'.:A.11 oH ZOliE. A-2 ~~~~~i~~- ............. . ............... ,. , ..... ,, "•,.,, ..... _ ,:1;as.1l 1 4 ,µ:mr 2 FUEL MODl'flC41DN ZONE. A-~ !138.8! ... ......... "·-... '• .--::, ..... _::-...~ .......... L 17 5 . -, . Jt43.9! 6 lJE.1.-t-']!:t,IFk')>:pOt-j I ii 0 po f ORNER SETBACK ~~. :i. REA r- ~ 7 J1s2_3, !155.7! 9 I I Et 77 1150,01 , .•. ,, ,, 'i ' 120 5'GAL.. NOTE: 1. SEE SHEET ~15 FOR PlANTINGLEGENb 2. SEE SHEET ~ FOR PLANTING DETAILS 3. -SEE SHE'=T ~ FOR PLANTING NOTES 4. t;EE.SHEfJ: ... ~....fOf-FLia l"IDD. 1-PTE.S ALL SLOPE: PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WttfTE ALYSSUM' HYDROSEED AT 2 LBS. PER ACRE AND-68%- GAtl:2:AWA 'OOPPEA HIPdO' PLAt,TED AT 12" 0.0. FROM FLATS APIB 19% DELOSPERMA ALBA PLANTED AT ~o.c. FROM · FLATS. ALYSSUM MUST PROVIDE 90% COVEl=M'G-E ·1N°30 .. DAYS PER QITY OF CARLSBAD LANDSCAPE MANUAL~ 11!," ''I••' =========;;;;;.;;=======::lj .' .... Nore, LJ.Nf;R. S'ftJC,/(_ To BE -Pt.A.A/Te&> /5' ,4 Wt\ Y 'F-Rt'J-1 -n:,,;, OF SI-DfES A,,/P TiW~E. o,=. WAU:'.WAYS. ao Gillespie• DeLorenzo ASLA. & Associate1:1, Inc. Ssn Di.qri, CA. '92tM (&rl) .295-SriS FAX (6'11) DT•l/164 Date Jo~ No. 9.1 -1 00-1 Scaloc l"cc4Q' Drawn JK 1] . ' I. ft[JEL 1"19DlfiCAT10t-l ZCl-t=. e,-~ rua ~~ zoste A-'? 72 .,., ...... ~,.-... '\ .. ·.:: •' .,........ ···'\·'' ffi·se.3f 75 ~ ~ . EL 78 11 s2.21 118 119 I 1173.o'J AOPROvtD, :.:::::::::·::::::~:":~:·······.· ,,,_ '"•~ • ,,N" 80 l1s9.oi 117 '), ., . ' :,,,,,, \:;,:' ,,,.,, • ' ,., ! I , .• ■AM I EKAM::E.. f'RO(fll)B) BT •· INDIVIDUAL LOT HOMEOWNEl:t . · i,'i ''GAL. , , 11,,,,' ,I ·~j MIN. 3' OUTSIDE j 'OF R.-0.-W. , ' I ' .- · I Ll'NERS TH RU-0 UT 5GAL. I , 1 GAL. , i i7 1 GAL.: HYDRO ' __ 14 5 GAL. . I l1J, AL I . I " ' •I PIN TOR MVO PAC TH RU-OUT 1RHt:ILAN APPROVED! FOR PIANTING AND IRRIGATION ONLY, INCLUDJNG PRECISE I LOCATION ' OF PIANTING • ,, .. KEV MAP N.T.S. "AS-BUILT" 1, &l) l).NOSOAp~ 4-<!f ,J'S f. D, ia,, ~<i'i,-~-·~i:t,• L jl :; " DII'<,( Sig~~-I iv TITLE " ,/1,,,. ..... j 'ii. ' REVIEWED BY: ! ' _, . ' I ' ~~ ll/?/'f.!. AREAS. *"' ~ Dlt< ~ J'r; OF W•''<f ENGINEERING PLANCHECKtR DATE I INSPECTOR DAiTt i• ' I 11-~l-012 UHF',, ' IE.~W,AU.. At-ID J..4 BENCHMARK: n I / I\. 1 -rV ..,,._ L..f'Oo, I "'T '~-~ . .,., ~ CARLSBAD ~ FlJf.L J-1oe. ZOl'IE. c •• . :: ~ ~ CTIY OF . ·-,,~ ,--·~.,i-i~w• e. t..,(2,-"n l::t"> . PLANNING DEPARTMENT 5 LOCATION: EL CAMINO REAL ~., . -. ~•-1, --• AND OLIVENHAIN ROAD 4-_,,,,17 ~· M. -:-"' • VT s:/'A~ tt,./t;, I CHANc!rGS PLANTING PLAN FOR DESCRIPTION: STANDARD COUNTY M10 CENTERLINE MONUMENT ARROYO LA COSTA ELEVATION: 79. 716 FEET U.S.G.S_ . V1LLAGE I M.S.L. DA TUM LJ ,; ii REFERENCE: . - COUNTY Of' SAN DIEGO ' APP ~ 7. f/fJ,.._ fzl-9--/ BENCHMARK BOOK I ASSISil<NT LAN)IING l>RECTOR / DAT~ PA"E 164. DATL APR'IL 1988 I . , CONTROL POINT DESIGNATION: 81+72 INT. DATE INITIAL INITIAL OWN SY, PROJECT NO. I :OR:AWlNC NO, I CAL COORDINATE INDEX 326-1689 DATE INITIAL DATE CHKD BY: . . I REVISION DESCRIP;TION CT-8&-3-1i 322-tL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO aY: ___ ,__,,J. __ I ' . CMWO 92·307 I i. I 79 160.4 118 17 3 C 74 80 169.0 117 174.8 "-/' ~ 116 ~ 175.9 115 176.5 --.--Jll CORTEI LIMON ")1: --\ ~ ---- 2: 1 ----- 106 163.3 \/ I -7/~ // I I NOTE: 113 176.0 ------J l-1 ----~ "05 ·us o 114 176.6 1. SEE SHEET '?IS FOR PLANTING LEGEND 2. SEE SHEET 58 FOR PLANTING DETAILS 3. SEE SHEET 5~ FOR PLANTIN.G NOTES 190.8 84 191.4 85 788.0 86 184.6 87 61 . 90.0 /; I 68 19) 0 ...J w 18 c( I cc (.!) • • I I \ 59 193.2 58 193.6 56 190.6 55 167.4 '1----?--CORNER SETBACK AREA 54 183.B CiD Gillespie.- Delaorenzo ASLA &: Ar.:sodates, Inc. la.nd:sc:a:pe Arc:hiledun: -- 1615 Jiu.rra.;1 Ca.nyr:m R<>iul.. STE fg(/0 Sun Di,,r,t,. CA. ~108 (6Hl) 295-~115 Fil (lif!l) 297-2354 Date Job No. 91 1 00 1 L I I / / / / a) -I (") ...... 15GAL 15 GAL 1 GAL 11 5 GAL. CUP ANA • MINIMUM OF 3' OUTSIDE THE R.O.vv-:-_.,, PLA ACE MINIMUM OF 3' • •• OUTSIDE THE R.O.vv--. _.,, COT PAR RHU LAN (f) C OJ 0 / /01 (f) / £ / a{ /0 C 0 "p :;;o -< _) z c.. □ ::::> <( <( :i: co (/) ...J a: <( 0 -a'-O.C. MYO PAC LINERS TH RU-OUT 2 LBS/AC LOB MAR HYDRO t/ /l£J5 PR..o -4'-O.C. LINERS THRU-OUT - 1f'J CEA 'J.C.' 1 GAL fJtrf13-_. LJAJER STOCK. To BE pLA,v--ra:, 15' AWAI Rlf>M TOI: op-:SL-DfES A/\1.P E-P~E.S Of' IAJALl(WAYS. ------------------~-__ .,,_ BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: ----~------------ APPROVED: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ,b'pc-~ J1/IV?z_ AREAS. RCE REVIEWED BY: KEY MAP N.T.S. "AS BUil T" EXP. ~ DATE 0 0 ~ ' ~ m ~ V) 0 () <( ..J ENGINEERING PLANCHECKER DA TE LJ.J INSPECTOR DA TE <'.l 11·'.ll.q'2 ~ _ ---"-""(@ -& Nc:J'fl!---. :J EL CAMINO REAL ~~~- 1--+---·-_-_·-t---P,-z.,A_NT~-----···--··"--~HAN_4 _~ __ -+--+------+-----I--_J ~ c~riNE?!NG CD~P~~T~~N~D ~ >a:..J AND OU VENHAIN ROAD ;=~=====~====;:::::;:::===============~~===== O STANDARD COUNTY M10 PLANTING PLAN FOR U.. CENTERLINE MONUMENT Z 79.716 FEET U.S.G.S. ARROYO LA COSTA '.] M_S_L_ DATUM i-----t------j-------------~ -·--+----t-----+------1 VILLAGE I ~ REF: couNTY oF SAN DIEGO -~-----··--------+----1-----l------11---_J ~;~~~~~~\\~~=~~~t~~\r=~I~~~~=~~=-=_=_=_=:;~~~~~ ~ BENCHMARK BOOK APP "" ~~R~~-~~93 a_ PAGE 164. DATE: APRIL 1988 lr-'j____:r_,~ O 1 .. ~ 40, CONTROL POINT DESIGNATION: 81 + 72 INT. rr'lATi7,i:imwt~---------------t--:,--:--==-i--+--_J _ _j ~::':=:':=::::':=~z'.==::=~:::.~:.::_:::.:_2_::_ ___ -_-_-_-_-_ -~-----'O~Ac'_':____ uJ ;'. Dra.wn CALIFORNIA COORD. INDEX 196-6252 (NAD 83) __QA_TE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRA'MNG NO. [u "•-------------------------------------------------------------========--..,!;••••••••••••••••dE~NG~1N~E~rn~o~F~w~o~RKk.;;;;;~R~E~Vl~S;IO~N~D~E~S;C;R~IP;T~IO~N; __ d~o~~~~~~~~~~~Rc~H~KD~B~Y;: ;;;;~;;iC:T:-:ss:-3:-~,;;~~;~~~~~~;;ill §1: TI-IER APPROVAL CITY APPROVAL VWD BY: -..l 0 20 40 100 Scale: CMWD 92-307 ,JN 810 10 \ \ \ Q "" }.., f#! ~-:ti. ~ /:,; Cr,J I /ff Cr,) I 7 I CAUTION II \ EXIST. OVERHEAD ELECTRIC LINES "'7 MAC UNG --,,....-------------------------11---------5 GAL. + MAINTENANCE PROVIDED BY HOMEOWNER'S ASSOCIATION -_..,,...------------..-..- \ \ \' \ \ \ \ \ \ \ \ \ 10 1159.1 I 14 1165.o I 15 I 163.5 I --- \ \ ( -0 ':P' (f) rn 0 - 16 10 1159.9 I 17 1156.71 \ \ \ ¾ 't ,o l 5J. OJ ALL SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE ALYSSUM' HYDROSEED AT 2 LBS. PER ACRE AND 60% GA~li?:P,,J IA 'COPPER l<INC' PLA~JTl'CD AT 12" O.G. FROM FLATS AND ~0% DELOSPERMA ALBA PLANTED AT 4-£!!! .C. FROM FLATS. ALYSSUM MUST PROVIDE 90% COVE GE IN 30 DAYS 18" PER CITY OF CARLSBAD LANDSCAPE MANUAL. ""----- NOTE: 1. SEE SHEET ~G 2. SEE SHEET 58, 3. SEE SHEET S8 FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: 10 SGAL. 1 GAL. 1 GAL. 15 GAL. '2'17 1 GAL. -Z."Z. 5 GAL. I I 5 GAL. /o' & ~o.c. LINERS 7 5GAL. EL CAMINO REAL AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79. 716 FEET U.S.G.S. M.S.L. DATUM FIC REP PRU LYO COT PAR PLA ACE MIN. 3' OUTSIDE OF R.-0.-W. CEA , J.C.' SCH MOL PIN TOR MYO PAC THAU-OUT RHU LAN • •• • No TE:. ; LINER.. STO Cf.(_ To BG f".LANTW /5 1 AWA)' l"R.o/>1 7lJc o'F 5L0Pe.5 AND &oc,e~ or: :P.-1 V'E:HE.A/T, APPROVED: ENGINEERING PLANCHECKER t1"//V'2e ' DATE APPR0VED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. --- KEY MAP ~ N.T.S. CiO Gillespie• DeLorenzo ASLA & Associates, Inc::. Land. Planning. La.n.dscap€ Archit"1'cture S~ !MgG, CA. 92108 (61S) 2fi!i-5tt5 PAX (619) 297-235, Date Job Na 91-100-1 Scale. Drawn "AS BUil T" DATE RCE EXP.---- REVIEWED BY: INSPECTOR DATE PLANTING PLAN FOR ARROYO LA COSTA VILLAGE I (.'; C ' • <"'. a I- "· u. ~- REF: COUNTY OF SAN DIEGO AP ~P!?!Er.J;.12~);93 a BENCHMARK BOOK ::;;;~~~?;_~;;,?~~:,_ __ c_ ~ ~ C PAGE 164, DATE: APRIL 1988 DATE ii. CONTROL POINT DESIGNATION: 81 + 72 INT. :, ~ o 20 40 100 CALIFORNIA COORD. INDEX 196-6252 (NAO 83) DATE INITIAL DA TE INITIAL DATE INITIAL g:D BJ~: PROJECT NO. DRAWING NO. ~. ~.· REVISION DESCRIPTION RVWD BY·. CT-BB-3-1 322-ll C. 0 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ;;; .;:: <' .... ________________________________________________________________________________________________________________________________ _ CMWD 92-307 J.N. 810.10 \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ fUf.L 1"1,.'.:;p1 'f"GIE. B-:" \ \ \ \ \ \ \ \ NOTE: \ \ \ \ \ I ' , I \ \ \ \ 1. SEE SHEET g5 \ 2. SEE SHEET 56 ~-S~F SHEET Et?.) + <;E:E_ .:;+iEE.-T ~ SIL\BARRIER Fi:NCE '~·I.· . ' \ : i \ \ ,' -·.' \. ~· , -\.,·. ,· I . ·. ·. " / ,.. ' ,: ; . ' ' ,· ' : . . . , , "' .• . . . , '. / _,,. / .>><----_.·/,.. . ' . ,. . , ,' i •' ,··., •', ' •. ', ~<,< ·:,.···: --.; ;;,· // ') , " / / / ,. ,' / :,r ... './., 1/ ,.. i , . FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES fi'.)F FL.lf.L Hoo. f--iO!r..7 ALL SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE ALYSSUM' HYDROSEED AT 2 LBS PER ACRE AND 60% Q • ~JZ •NI' 'COPPER Vil~JG' PLA~JTED AT 12" 0.0. FROM FLATS M4.J~ # AND 40% DELOSPERMA ALBA PLANTED AT~~• O.C. FROM 18 FLATS. ALYSSUM MUST PROVIDE 90% COVE GE IN 30 DAYS PER CITY OF CARLSBAD LANDSCAPE MANUAL !152.3! !155.7! 9 flJE.L f'/}:;>D, "ZDNt:.-e,-1 !159.1 ! 1 0 1162.6 I 11 fiJa t-1ro. -zot--11:. A-2 Fua !"'PD. Zar-le-A-~ f{i:'lf".:Y SOLID WALL --·------ ~ccad TO 12 a'I i,.OT \ __,....,....,.. ~ ~ ---- \ ----.. SOLID WALL '"'j 1=s5:-S.5-'I 13 !165.0! 14 1163.5 I 15 1159.9 I ~----+--- ( ;,,,' ! 78 11s2.2j4i~ I 110.0 t !166.9! 119 120 -I - 1165.21 ---.,,.- I I I I: 7 9 '"'I 1=so=-.4.,.,I 1 \ ,, I\ / \ 2 I 1 .. L \; !173.0! l 171.1 ! 1 1 1 !161.3! 107 \ I I -\---f~~.::S--""'-_.,,,.,., -· -,;\c. 1_156.7! 17 !174.81 11 7 . 4 0 l 163.31 16S.O 100 U. BAC 'P.P.' 1 GAL. 9,,o C EDM 1 GAL. CEA 'J.C.' 1 GAL. '2-7 CUP ANA 15 GAL. MIN. 3' OUTSIDE OF R.-O.-W. 2 LBS/AC LOB MAR HYDRO 10 PLA ACE 15 GAL. MIN. 3' OUTSIDE OF R.-O.-W. l,Z.. SCH MOL 5 GAL. G,,4-COT PAR 1 GAL. /01 -ar-0.C. LINERS 6' -4-1-o.c. LINERS MYO PAC TH RU-OUT /"ZO$ Pll..O ear 1<1n TH RU-OUT • • •• 1 MAINTENANCE PROVIDED BY I INDIVIDUAL LOT HOMEOWNER 1c \ I 4'3 I PRU LYO (p '\ --------------,5.,-;:;:G~AT"L.=-----t-.........,"'"-'"-'-"''-----\:__J NoTlf:, L/NER. SToc.J(__ To BE PL.rWT5P 15' A,WA'I r/?PM 7Ve D"F SlofES AND --efAErE.5 op ?Ate t1E-NT, ao Gillespie• DeLorenzo ASLA & Associate~. Inc. Land Ptanning, 511-n Pitlj~, C..t 9ll08 (619) 295-5"6 f'AX {61S) 291-2354 Date Job No. 91-100-1 Seo.le. 1 "= 40' Dro.wn JK CORNER SETBACK AREA 80' ~--120' ENGINEERING PLANCHECKER BENCHMARK: cOCATION: cl CAMl~O REAL AND OLIVENHAIN ROAD DESCRl"'TICN· STANOA'ID COUNTY MlCJ CEN TfRLI\JE MONUMENT ELEVATION: 79 776 FEET U.S.G.S. M.S.L. DATUM REFERENCE: COUNTY OF SAN DIEGO BEN~HMARK BOOK PAGE , 64, DAH,1 APRIL 1988 CON-ROL POINT DESIG\JATION. 81+72 INT. CAL COOROINA n: INDEX 32E --1689 APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING AREAS. IZ·Z\·3/.l · tL . flANTINcr C:!:JA!:!C:s~. 4•Jo.<J7 ~ 2. 1'. NT 'ACIA/4-.. CH.:,AN~4~e,,,s:___ __ +-----l----1"' I---+---+----------------···--· ------+---+---+----t-- KEY MAP DATE TITLE RE. VIE WED EY IN$P(C:TOR DA ll ··-····"·''""'-·····----------~ PLANT! NG PLAN FOR ARROYO LA COST A VILLAGE I ..-----, IAAPPPIP ~~?_:::?id . · __ . . -_-_ F-d: 9_ +------+--------i "AS~,k;~~>i~INS~D,R,';,iicrn~~ ----·==-DATE )ATE INITIAL tNGINEC:R OF WORK REVISION CESCRIPTION DATE INITIAL OTHE;R APPROVAL DATE INITIAL \':;ITY APPROVAL )WN BY- CHKD BY; __ _ RVW BY, ·--·······--···~--··-~ ... c;,ROJECT NO CT-88-3-1 · ------------.. ,,,_ DRAIN1N(; NO 322-1 L ' _J CMWD 92-307 1 8 153 7 20 NOTE: \ \ 21 148 0 1. SEE SHEET s5 2. SEE SHEET 5s 3. SEE $HEE, ss \ \ \ \ \ 22 1 46 0 ~/ \✓ ---\ ' 107 161. 3 99 158.7 I 23 144.0 \~ \ I ' \ 98 149.8 FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES 106 163.J 100 161. 7 \ \ I T.W 145. F.G. 142.4 97 146.3 11 3 105 166.D 101 165.7 96 142A 33 140,0 176. D I I I 104 t 166.2 I I 103 166.5 102 166.3 95 140.1 34 138.D < 87 180.1 SHEET 51 .,..._~ ....... 163.5 91 . 158.2 93 147.4 92 152.9 0 20 40 I ARE11-~ ~ 6 ~ 0 ...J UJ 0.. :, I- ~A~ ..J w - I I~~ ~ tv "' (.!) ... "' 100 . 9 .J, ~ 46 138.0 • _., - 166.9 "'-"· ' 51 - 1 .3 ----------------- 50 49 -------- 48 147.0 47 144.0 45 129. 7 BENCHMARK: LOCATION: DESCRIPTION: ELEVATION; ----- t 31 EL CAMINO REAL AND OLl.¥.ENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.S.G.S. M.S.L. DA TUM REF: COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DATE: APRIL 1988 - CONTROL POINT DESIGNATION: 81 + 72 INT. CALIFORNIA COORO. INDEX 196-6252 (NAO 63) 13 RHU LAN 5 GAL. l '21 COT PAR 1 GAL. SCH MOL 5 GAL. lfB C A 'J.C.' 1 GAL. -Z.9 PRU LYO 1 G~L. /01 --6-!-0.C. MYO PAC LINERS TH RU-OUT 44 CUP ANA p • MAlNTENANCE PROVIDED BY INDIVIDUAL LOT HOMEOWNER ----15 GAL. MIN. 3' OUTSIDE OF R.-0.-W. ---- ------- uJ D ·___, v L ~---1 f-----u <J CY f----- ~ <[ i:q VJ _J Cl'.'. <[ u ~ D z r . ~~ z :::J :::0 LJ z Q_ <[ 2.: ---- - - APPROVED: -------6' -41 o.c. LINERS µs r,z.o GOP l(IR TH RU-OUT 2 LBS/AC LOB MAR HYDRO Z 7 PLA ACE 15 GAL. MIN. 3' OUTSIDE OF R.-0.-W . • •• Nt:>TS., LINER... STOC'.I< 70 BE. ?lA,A/feP 15 1 AWAi 'FR.OM iO£ OF Sl...Of'£S ANP BpG,G.S OF f'A,VE.r-fEAJT. NOTE: 1. SEE SHEET 97.7 2. SEE SHEET >:◊ 3. SEE SHEET 'X7 FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES ) ALL SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE ALYSSUM' HYDROSEED AT 2 LBS. PER ACRE AND-69-%- GAP1£AMA 'COPPER l<ING' PLA~ITED AT 12" O.G. FROM FLATS ' IL.,=¢:::===-7=) KEY MAP N.T.S. Gillespie• Del.,orenzo ASLA & A,::i:;ociates, Inc. L<md Plo2nmng, ,st5 Mvrrai, c .. ,..jlll"I am srr 1900 (619) 295 .. 5/15 J',U (81Ei) 297-2364 A~JD qs~G DELOSPERMA ALBA PLANTED AT 4¥. .C. FROM 18" Date FLATS. ALYSSUM MUST PROVIDE 90% COVE GE IN 30 DAYS Job No. 91-94-18 PER CITY OF CARLSBAD LANDSCAPE MANUAL. 1 "-40'-0" Drawn, "AS BUil T" DATE RCE EXP. REVIEWED BY: IV~ 8/IT/'t'L ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. w INSPECTOR DATE ~ PLANTING PLAN FOR ARROYO LA COST A VILLAGE I --1 --1 > rr: 0 lL z ~ c.. 1--z w ~ E~~9J g DATE~ W APP 1-----+---,---+----------------+----==-+--+-----,-----,~~-l ;::_=:----=----=---=--=-----=----=,_L_--=----=...=:-~=~~===~=====~ Gj DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. o ENGINEER OF WORK REVISION DESCRIPTION RCHVWKDD BBYY:. CT-88-3-1 322-ll □ ---------------------------------------------------------------------~----iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii .. iiiiiiiiiiiiiiiiiiii.iiiiiiiiiiiiiiii-ii~~;;;;~;;~-iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii.iiiiiiiiiiii..iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~OTl-l;;ER;;AP;P;RO;V;A~L ;C;IT;Y;Af';;PR;D;VA;L~;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;l 5 CMWD 92-307 JN. 810.10 APN 255-023-01 FUEL '10DflCAnON ZONE.. A-2 flJE.L r10Dtflu!..DOM ZONE-A-"? FuEL \~FlcATlOi Z?t,!':-\e,-? 1 \ \ \ \ \ \ \ \ !153.71 19 !151.5! 20 liso.ol \ \ 1148 oj \ .\ \ \ \ \ \ 25 ~= \ \ ', ' \ \ . \ /. \. '\ . NOTE: 1. SEE SHEET 2. SEE SHEET 3. SEE SHEET 4. <;E,E. q..Jf.CT FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES f?)1Z. FUEL i"l?D. N ores \ \ J.U__ c,~ flANTlN& A,'2f#, ON T1-11c,, 4HEEr ,;HALL 121:W\/E- 'wHrTI:.-ALY½LJM, H~E-P AT '2 LI¾. fefL Ac.f-f:'-AND 6.{)%_: G;'J'.At,IIA '~ l'i~lb' fLAt7f[:fl A;f 12'8.6 Ff,:Jr,I FL:Af> AHe 40%, DE..Le><,,fE.JZMA A~A f'L.Ai--nw Ar# .6. FP:Qt:1LD.=r---'B'' ,AL 'f ¼IJIV\ t-1Llc,T f POYI DE-.<)D o/o CLN· ...ncvx.. I '?'J DA'{<; f£F Gl1'f Cf' U..\2L~ L.At-lthc.A.PI=--1'-1At--i UAL , ~ \ \ \ \ ( . \ \ \ / / \ \ - 21 / / / / / / !158.71 99 22 1,4s 01 !134.71 24 26 gs I 149.a I 147.o 114e.s 1 97 CORNER SETBACK AREA CiD Gillespie~- Del,orenzo ASLA &: Associates, Inc. Land.sca.pr1 A-rch'it<11ct1..1.,.<11 lfH~ Jlw-,~ Cant,~ &,a.d., STE f900 --·--·-····-·. ···-··-- (619) 295 5rt5 FAX (619) .?9'1··2364 Date Job No 91 --1 00 - 1 Seal,: 1 " -4CY Drawn JK l'? 15 GAL. ' /0 --5'-o.c. _& LINERS 15 GAL. 10 5 GAL. -4'--o.c. PLA ACE MIN. 3' OUTSIDE OF R.-0.-W. MYO PAC TH RU-OUT CUP ANA MIN. 3' OUTSIDE OF R.-0.-W. SCH MOL p..os Pf2.o GOP l(IR TH RU-OUT ~ LINERS ___ ,.._.., 4 CEA 'J.C_' 1 GAL. • •• ivoTE. L/NE:fZ S-,VCk To Be PLA.N~P /5 1 ti WJ..;I FR.DM TOE op Su.>/JES so· 120· ----· BENCHMARK: ~OCATION· JESCRIPTION C:_l:VA TION: REflRrNCf· (N(;IN£tRING PLA~CHECKER c. CAMINO '<EAL AND OIIVENHAIN '<CAD STANJAR) COUNlY MIO C[NTERLNE MONUM,\JT 19 716 FTET U.S.G.S. MSI. DATUM CCUNTY OF S~.N Dlt GO BENCHMAR~ 800K PAGE 164. DA If: APRI_ 1988 CONTRO_ f'()lf\ I )[SIGNATION til+ /2 INT. CAI. C00RCINA IE INDlX .i16-1689 K/fl/?L DATE CATE I\JI-IAI. f.~·GINEER OF WORK APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PlANTING AREAS. ·-·-·--··-··-------····- ······-·-·----+---+-----·-·---· REVISION DESCRIPTION _Ot<Tc _ .l'--'N'--'-1 Tlc..:A=-L +-"-'DAc.:..:Tc-=-.E _ ~N_I_Tl_':i_ 0"'."H[R APPROVAL CITY AP0 ROVAL I MAINTENANCE PROVIDED BY I INDIVIDUAL LOT HOMEOWNER C I :JI KEY MAP Tl TLE R( VlfWt.l) BY INSP(CTOR DATE -- CITY OF CARLSBAD PLANNll~G D£PARTMENT ........ _______ _ PLANTING PLAN FOR ARROYO LA COST A VILLAGE I . ... D~AWING NO 322-1 L CMWD 92-307 ~ ' 0 0 ~ ~ <)) <( I- U) 0 0 <( _J w ('.) <( _J _J > .. rr: 0 "-z <( _J 0.. I-z w 2 0.. 0 _J w 4 > w j D D z <( _J __ .._. ________ -.:; . .-------------:II----______ __,. -----.. _.. ---=----=--•··--'""----- \ \ \ \ II \ /1 \ \ • , ' J '. • ;/ -\ \ -·/ ~ I ' \ \ ..._,_____. 23 \ \ I 144.0 \ \ ~ 25 \ 140.5 /' \ \\ I \ " I -\ 24 I 134. 7 \ \ -~~-- \ \ \ \ \ \ \ 26 132.6 \ \ .. ' ... -i. \ ..... \ ·,, ·-~\. \ ~ \ \ \ ..... \ . -------• ...._____ NOTE: 1. SEE SHEET 2. SEE SHEET 3. SEE SHEET 4. <;EE. 4-(E.E.T ALL SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE ALYSSUM' HYDROSEED AT 2 LBS PER ACRE AN0-69-%- Gi\NZA~IIA 'COPPER KING' PLANTED AT 12" 0.G. FROM FLATS A~lD Hl% DELOSPERMA ALBA PLANTED AT~~o.c. FROM J,B" FLATS. ALYSSUM MUST PROVIDE 90% COVE GE IN 30 DAY PER CITY OF CARLSBAD LANDSCAPE MANUAL. I:: 1:-,. Ss I: ~ ~& 1-?; 27 l ?O. 1 I I I FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES foft-fLIE.L MDD. l'-{Off'.S r_ 0 20 40 I ·, 40.0 1.38. 0 1.34 2 -~ -~ CORNER SETBACK\ 11 AREA ' 31 126.5 28 · 127.0 100 30 126,3 \ '{\ .r;- :f«f=~ \ I "/ ' » ' , !. : ~, I 29 "le-.::: I « -I 126.3 NtlT[;, LINE;fi!:. s-roCJL '" 'BE fLAI-ITB/7 15' AwAY FR.t>r-1 ToE <>F SLOPE;S. Gilles:;ic • --DcLore11zo Lt,1,:,'1-d Pla-.trt.i'f7;.J. ----- Lands.cape Architect'l..!re S1'1;ti thitgu, C.A !i/1!10cl Date Job No, 91-100-1 Scale: 7" 0 40' 36 127.0 37 112, 5 38 104.5 BENCHMARK: lOCATION: I I ' EL CAMINO REAL '1 0 I~ <C 0 CJ) <( a. ' AND OLIVENHAIN Rr:AD OESCRIPTION: ST•NDARD COUt,,Y MIO ClNfERLINF l'ONUMENT i:).716 FEET U.S.G,S, M.S.L. DATUM ELEVATION: REF: COUNTY OF SAN DIEGO BENCHMARK l<OOK PAGE 164, DATE: APRIL 1988 129.7 CONTROL POINT DESIGNATION: 81 + 72 ''!T CALIFORNIA COORD, INDEX 196-6252 (NAD l3) 94.96 44 121,4 42 41 40 --·---_,,,_ 7' BENCH 1--+------1~--- OA TE INITIAL ' :NGI;,~. R OF WORK REVISION DESCRIPTION (fl 6' --4-' o.c. ~ LINERS 11£ 1 GAL. 15 GAL. 2 LBS/AC HYDRO '27 5 GAL. 5 GAL. /0 I ~O.C. LINERS 1 GAL. FIC REP 5 GAL. MAINTENANCE PROVIDED BY INDIVIDUAL LOT HOMEOWNER /ZO$ PRD COT PAR PLA ACE MIN. 3' OUTSIDE OF R.-O.-W. LOB MAR SCH MOL RHU LAN MYO PAC TH RU-OUT PRU LYO • •• 1,,:::,:,1:,,· " .. KEY MAP N.T.S. iii ',A TE. iN:T!AL DATE INITIAL I l \ \ \ I LI "1 IT OF FUE-L MoD1f11'.AT1ot-j :WNE.'7 A-1. { A-'? \ w I w CJ) I I I I ' I I \ \ ' \ \ \ I \ \ \ I \ \ \ I \ I \ \ I wr '21 f F i f-IF/· F;. \ ~-VIEW WALL I 150' S.0.G. & E. EASEMENT (WITI-1 20' TREE ----1-_..::,_f-_ _,,\ \ \ TRIMMING EASEMENT ON EITI-IER SIDE) PER DOCUMENT RECORDED MARCH 21, 1957 IN BOOK 5504 AT PAGE 206. O.R. \ \ \ \ I lOf ?ff \ I \ . I \ \ \\ I c_·-/7 Y !!DE /7';A/L-\0ee: __ .J (/YI L-ENoJ/✓eeA's PLA/✓8 \ \ I I I \ . I \ \ CORNER SETBACK AREA =::-------.. 0 CJ) ...J ~(/~c:+-~4 c:{ 0 w en c:{ Q. \ I I I \ I I . I \ \ . \ \ . I I . \ \ I \ \ I \ \ \ I \ -----1~---- \ \ \ \ Ni>Tf:-, LIN£/<. SToCK.. To s.; fLA1"TeP /5 · A WAY FRP/'1 TbG oF .SLO ~s AAJP 'E P~ & o F TA VE f-1E:Afr. 0 10 \ \ 20 50 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ..-.. ___________ l_o_l_-+-'-'H=E~T~A~R~B~--~00 1GAL \J 4 JO PIN TOR 15G 24" b SCH MOL • 15 G 24" LOT 1--q p p 42... 1 GAL /0 1 ' o.c. LINERS A 18" O.C. TRA JAS 1 GAL. NOTE: PRU LYO MYO PAC TH RU-OUT MAINTENANCE PROVIDED BY HOMEOWNER'S ASSOCIATION 0 ___ ,,, __ ·--___ ,, _____ _ (;illcSJ)ie • l)cljorc11zo ASl.A &. As~ociates, Inc. -f3 HET ARB 0 ,------------------S~G=-'A""L-_-----+--'-'-"'-'---'="'-----H 1. SEE SHEET 2. SEE SHEET FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES R7fZ-FUEL t10i:>. r--bJE_,:, Land Pla.nni71,9 LDr 10 SOLID WALL 3. SEE SHEET (.nnd.-:r,apr, A-rch.it12rlure 4. ~EE <;I-IE.ET 24-MAC UNG Safi l'riJ!g~. CA 92108 5 GAL. - BENCHMARK: LOCATION: EL CAMINO REAL AND 01.IVENHAIN ROAD DESCRIPTION: STANDARD COUNTY MIO CENTERLINE MONUMENT ELEVATION: 79.716 FEET U.S.G.S. REF: M S.L. DA TUM COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164. DATE· APRIL 1988 CONTROL POINT DESIGNATION: 81 f 72 INT. CALIFORNIA CDDRD. INDEX 196-6252 (NAO 83) APPROVED: ALL SLOPE PLANTING AREAS ON THIS SHEET SHALL RECEIVE 'WHITE ALYSSUM' HYDROSEED AT 2 LBS. PER ACRE AND 60% GAPIZAPHA 'GOPPER l~ING' PLAP,TED AT 1 @" 0.0. FROlo1 FLATS Da..te AND 48% DELOSPERMA ALBA PLANTED AT~ .C. FROM /8 11 J(lb No. FLATS. ALYSSUM MUST PROVIDE 90¾ COVE GE IN 30 DAYS PER CITY OF CARLSBAD LANDSCAPE MANUAL. -~-;-~:::::__,,.. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE REVIEWED BY: "AS BUILT" EXP.---- 91-'00 . I"= 70' DATE :¼,k ~ .t;I/I/9 z. ENGINEERING PLANCHF.CKER DATE INSPECTOR DATE . ------<---I ---.. , .. ,.,, .. ,. .. ~,-, ... ~--~ .,.----····~·-··-·--"·"------+-------+---+-------+--------< 1----+-------t---------------------------t---+-------tl----+----------< DA TE INITIAL FNGINFER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHFR APPROVAi CITY .~PPROVAI. PLANTING PLAN FOR ARROYO LA COST A VILLAGE I -' D D -' -er, <( r-Cl) 0 (__) <( ...J -w ~ ...J > a:: 0 LL z ::i 0.. r-z w :;;!: 0.. 0 ...J w > • w 0 ' 0 1 z <( ...J 1. 2. 3. 4. 5. 6. 7. 8. 7 fl!'.--{ 1 2 CD ® @ 0 ® ® (?) ® DOUBLE STAKING DETAIL SECTION 6 PLAN 2" DIA. X 10' LODGEPOLE PINE STAKE (2REO'D.) 1 X 2" WOOD BRACE VINYL TREE TIE {2 REO'D. PER STAKE) 24" MIN. SEE TREE PLANTING DETAIL 12• MIN. TREE TRUNK ARBOR GUARD IN LAWN AREAS 7J---+ PLAN VIEW t PREVAILING WIND 0 SECTION not to scale 2· PREPARED SOIL, PER SPECS. PLANT TABLET, PER SPECS. FINISH GRADE EQUAL (X) -SEE PLANT SCHEDULE FOR ON CENTER SPACING CONCRETE MOW STRIP, REDWOOD HEADER, OR HARDSCAPE IMPROVEMEN AS INDICATED ON PLAN CONCRETE MOW STRIP, REDWOOD HEADER, OR HARDSCAPE IMPROVEMEN AS INDICATED ON PLAN EQUAL 1 /2 (X) 3• LAYER MULCH-SEE SPECIFICATIONS GROUNDCOVER PLANTING DETAI SECTION not to scale PLANTING NOTES THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. SHRUBS AND TREES SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. ALL TREES SHALL BE PLANTED A MININUM DISTANCE OF: A. 3' OUTSIDE OF RIGHT-OF-WAY. B. 5' FROM ANY PAVING. C. 7' FROM SEWER LINES. TREES PLANTED WITHIN 5' OF THE PUBLIC SIDEWALKS SHALL BE INSTALLED WITH 'BIO-BARRIER' ROOT BARRIER PER MANUFUCATURER'S RECOMMENDATIONS. PLANT CROWNS ARE TO BE KEPT OUT OF THE WHEEL TRACK AREA IN THE TURF PAVE RS. 15 GALLON TREES SHALL HAVE A MINIMUM CALIPER OF 1". PRIOR TO PLANTING CITRUS TREES SHALL HAVE THEIR PLANT PITS FILLED WITH WATER A SECOND TIME. IF THE WATER DOES' NOT DRAIN WITHIN 12 HOURS, NOTIFY THE LANDSCAPE ARCHITECT FOR FURTHER MEASURES TO BE TAKEN TO ENSURE PROPER DRAINAGE. ® PREVAILING WIND TREE TRUNK SEE TREE PLANTING DETAIL 24" MIN. VINYL TREE TIE (2 AEO'D.J 2• DIA. X 10' LODGEPOLE PINE STAKE 12" MIN. ARBOR GUARD IN LAWN AREAS 10,1---1 CD ® @ 0 ® ® (J) ® ® @ ROOTBALL CROWN -1" ABOVE FINISH GRADE FINISH GRADE FINISH GRADE AT SLOPE 2 X ROOTBALL DIA. BACKFILL MIX (SEE SPECS.) PLANT TABLETS (SEE SPECS.) SEE SPECIFICATIONS TOP OF PAVING 4" HIGH WATERING BASIN @\----® _Jt__ ___ ---=:.._-------..f- (D) UNDISTURBED NATIVE SOIL 4 ® SINGLE STAKING DETAIL FUEL MODIFICATION NOTES CONDITION A -MANUFACTURED SLOPE FIRE PROTECTION Pertains to man made slopes abutting high risk fire areas as described under Section II C.1 of the City of Carlsbad Landscape manual Section A-1 -measured horizontally 20' outward from the outlying edge of structure(s). 1. Planted with ground cover or low growing shrub species (less than 3' in height) known to have fire retardant qualities. 2. No trees or shrubs allowed. 3. Irrigated. Section A-2 -measured horizontally 20' outward from the outlying edge of Section A-1. 1. Planted with low water use naturalizing plant species known to have low fuel characteristics. 2. No trees allowed. 3. Irrigated. Section A-3 -measured outward from the outlying edge of A-2 to include the remainder of the area between Section A-2 and high risk fire areas as described under Section II C. Horizontal distance from the structure(s) to untreated high risk areas shall not be less than 60' 1. Planted with low water use naturalizing plant species known to have low fuel characteristics. '· .2. Trees are allowed but shall not be planted closer than 20' apart. 3. Irrigated. CONDITION B -NATIVE SLOPES-WILDLAND FIRE SUPPRESSION Pertains to areas where removal of environmentally sensitive native vegetation is restricted with in the fire sections. Section B1 -measured 20' horizontally from the outlying edge of the structure(s) toward the environmentally restricted area as defined by the City. 1. Removal of "high fuel and moderate hazard species' as listed below. 2. Planting with ground cover or low growing shrub species (less than 3' in height) known to have fire retardant qualities or as otherwise required by the City. 3. No trees or sh rubs allowed. 4. Irrigated. Section B2 -measured horizontally 20' outward fmm the outlying edge of B 1. 1. Removal of "high fuel species" as listed below. 2. Removal by selective pruning of up to 60% of the volume of the 'moderate fuel species" as listed below. 3. Replanting with naturalizing low fuel species. 4. Trees and large tree form shrubs (e.g. Oaks, Sumac, Toyon) which are being retained shall be pruned to provide clearance equal to three times tl)e height of the surrounding understory plant material or 6', whichever is higher. Dead and excessively twiggy growth shall also be removed. 5. Irrigated, ferflpor<trily. TREE/SHRUB PLANTING DETAIL SECTION SECTION not to scale Section B3 -measured horizontally 20' outward from the outlying edge of Section B2. The outer edge of B3 shall extend horizontally to a point at least 60' from structures. 1. Removal of "high fuel species' as listed below. 2. Removal by selective pruning of up to 40% of the volume of the "moderate fuel species" as listed below 3. Trees and large tree form shrubs (e.g. Oaks, Sumac, Tayan) which are being retained shall be pruned to provide clearance equal to three times the height of the surrounding understory plant material or 6', whichever is higher. Dead and excessively twiggy growth shall also be removed. 4. Non·irrigated. Debris and trimmings produced by thinning shall be removed from the site or shaH be converted to mulch by a chipping machine and evenly dispersed over the area to a maximum depth of 4". APPROV£0: (NGINE[RINC PLANCH£:CKER RESTRICTED HIGH FUEL SPECIES Natives Adenostoma fasciculatum Artemisia californica Eriogonum fasciculatum Salvia species not to scale Chamise California Sagebrush Buckwheat Sage Other species as specified by the city. Domestics Acacia species Cedrus species Cupressus species Dodonaea viscosa Eucalyptus species Juniperus species Pennisetum Pinus species Acacia Cedar Cypress Hopseed Bush Eucalyptus Juniper Fountain Grass Pine Other species as specified by the city. Moderate Hazard Species Heteromeles arbutifolia Malosma laurina Ouercus dumosa Rhus integrifolia Aylococucus bi-color Tayan Laurel Sumac Scrub Oak Lemonade Berry Mission Manzanita Other species as specified by the city. G_illcsp~q-~ De Lorenzo ASL.A & Associates:. Inc. Land. Plnnn1.ng. - ----------- SO>I-i>vJ~-CA !IZIOB ... -··· ·---·-· ----- Dute. Job No 91-100-' Scale: 'I T S APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PI.ANTING AREAS. "AS-BUil r" DATE'. R[\/l[W[O BY: INSP(CTOR OAT( ----l .. CITY. OF CARLSBAD _ PLANNING DtPARThf£NT ---·----------·--·-------------1----+-------------------t--·-·-+-----,1-----t---! PLANTING DETAILS FOR ,-----------l---+--+----------·--------+----t----t--·"-+---1 I ARROYO LA COST A VILLAGE I 1---+---+--------------+-----t---r----t---i I !--------1---+-------------t-----t---+--t------1 ~A===PP=:=Ri9-'Jf==;~::;::::,d===.o,/=):::;:✓y~~::;;;:::==========-=-:;:...=-=-=-=-==; ASS!U; ~::; D 01RlcTC•7:?':: •. I [?f_. 9:2-,-- '.)A TE :;~Aw1~G NO. REVISION DESCRIPTION CHKD t3Y __ _ ~YID 3T· CT-88·3-1 322-1 L CMWD 92-307 I I. 1.: 1.:. ,.,. / • / / . ' c_, •• '-1 '-~ .. ·, ,,,,,._.;, :~:. ,.;w,l\.,;c:; ' / I ! / • ' I I ' ' • i i ! / ' ,. ' / CALLE BA,RCELONA -- ,. ' ·> f"\ _;~~.:~~--- '':.---,, .... ,.. ... .... ~"'""""""" ~ ........................ .,., ·---~---•=··=··-,,"'" -----~··· " / I I ---/ _/ ,c}J_, / '\ !' / / / / / / / / ' ,,1/ I / ;:," ,,✓-'/.re ~'I-_,. I • Gillespie • DeLorenzo ASL.A &: Associates, Inc. La:nd Pla;nning, La..ru:hca.pe Architect'IJ.'re (619) 195~5115 I'« (IHI) i91-2354 Do.to Job No. Scale: Dra..wn 91-100-9 1 "=20' ..... A,.......... ~··· ·-··················· I I . . I I I i ' • BENCHMARK: LOCATION: DESCRIPTION: ELEVATION: REFERENCE: 0 "· '-,( <' ,/ '\=,-~' ,., ,,. ,/ APPROVED: C\J \ ' 20' I I I \\ 0 en -....J <( ENGINEERING •LANCHECKER EL CAMINO REAL AND OLIVENHAIN ROAD STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.S.G.S. M.S.L. DATUM COUNTY OF SANi DIEGO / BENCHMARK BOOK .1 I .~cce • .",. "• • ' PAGE 164, DATE: APRlt 1988 CONTROL POINT DESIGNATION: CAL. COORDINATE INDEX 326-1689 81+72 IN~ ~~DA~T~E4 ~1N~ITwlA~L~ ENGINEE:R OF WORK i·: ; i II I , ' :·, I ' ' I i. i I• REVISION , I .J,i, '( i-1 iii ;·11· ,, ii ii li I, '' I' i ' I,. ! i; DATE j' . '·' ' r . ( Ii• ·I Ii I i i I I ,, ,Ii I I Ii , INll!AL OTHER APPROVAL j' I I :, ' ' :·.,:;..: I I' Ii Ii ,. it DATE liNITIAL CITY ~PPROVA, i ! i. TIT~E :. '' ,. <' ,/ N,T.S. ,,. ','' REV1El',£D BY, INSPECTOR ' hi· i·tr:: ',, ',' ,:,,, ,,, :· ·.,·:; ·, i:ii 11,, DATE CITY OF CARLSBAD PLANNING DEPARTMENT ~ADING PLAN FOR \. . ARROYC) L'!A. 'bdST1l, i J VILL GE I -LOT 122 P Afm . I ASSIS 01\N. BY, CHKD SY: ___ _ RVWO St, I PROJECT NO. CT-88-3°11 ORA.WING NO, 3Z2·1L . ' I ""''" ,,,, ., I 6: 0 ~ ' ~ 0) <C I-C/) 8 ::i W' ~- ..J > cc 0 LI. z ~ ~i U!J' ::1: Ci:. 0 ...J:: um >' ~ J i I t C l ---i' ' J; 1 ,·, ,, ,'. ' / .,, / ,, I !(t -\ I ,)JI qy I I I I ,. / I I ,. / I / // , / ,· , ' ____ / .,, ,l_, ''"i::i -~ CALLE /9011',. -.,~-- ., I BARCELONA ~ ·-. '"' ' . "'"••-.. ,, ,.r ~ , ! i I I I l -------- l'f)/W/TVl"e ,A-ND £;6V/RW3NT l00,AT7Cl'/S --' ' ' ljfJI ,,d f-I I I _,_ "-.tt, ·-------J·~--I , , ..... , ao Gillespie • De Lorenzo ASLA &: Associates, Inc. La.nd Pl'amin!in.g, Lam.dsca:pe A'1"ch1.tec~,.e I 18f"6 hfNII· C~ Rad. S'l'E ·'9001 : S11n. ix.r. CA.. Sl:108 (61'9) 395-5115 FAX (818)' '297-2!54 Date Joo No. 91-100-9 ---'----~-1 " --~.-Q' Sea.Le; ~ I I ' \ \ ., ,. ~, ... ---.;_ , -· ~ ~ ..... __ --- . ' . I '..,-: ,. I ~ ,f. 'I -.. 1\' I \ I-' ,1/. . . ' \'"" '' ~ ', "• 1 l. 1•· C\j ,-... \ \ • ,.,., .. _.. ___,. -_, <( Ii ' ·,l , : !, Ii ; ' II /,' ,' '' ,_ f ,..·1 . • I I _ _-,_ (. / ,' ,, ,,' ' ,. ,, i : I i (. , I : ! , I ' i 11 i ,i ' ' ,., i,. ii ' . 40' 160' ' NOTE: SEE SHEET -~ FOR CONSTRUCTION NOTES AND DETAILS. SEE SH'EET 01 FOR Pf..AYGROUND AND TOT LOT STAKING PLAN. BENCHMARK:· LOCATION: DESCRIPTION: ELE\YATION: REFERENCE: 'EL CAMINO REAL AND OUVENHAIN ROAD ' . STANDARD COUNTY M10 CENTERLINE MONUMENT 79.716 FEET U.S.G.S. M.S.L. DATUM COUNTY OF S:o!N Dl'EGO BENCHMARK BOOK APPROVED: PAGE 164. DATE:. APRIL 1988 CONTROL POINT DESIGNATION: CAL. COORDINATE INDEX 326-1689 81 + 72 INT. t----'D~A~T~E,_I_N_IT_I A~L'-'i ENGINEER Os WORl< -. REVIStONJ ii I ,I I i., ... ,' '' SANO -SEE'CONSTRUCTION NOTES'AND DETAIi!.:$ :: . I . :..... J:: .. .c_ REDVv'OOD ·l'l'EA~'E!R @ Ii I ' . , I,· II ,11 II· KEY MAP ,:,:,,,';·I APPROVED; ft>R ~ AND IRRIGATION ONLY, INCLUD1JNG PRECISE . LOCATION OF PLANTING .ARE.As. 'Dl'IN. BY, N.T.S. TITLE REVIEWED BY: INS?ECTOR DATE l'Nlrr7AL ' 0 TI<ER APPRD'AA\. DATE CHKD 8'1• -~--- RV'MJ Bilf: I • ,, ' ' r,: ·PROJECT NI)_ -------N.Ylf~·'' .. I · .. : "., :•::1 1JL.,;.;1 °'''·''·"1 .,,,.,· .. I l>Al'E DATE SHEETS 155 . I I I I __ _, I I I I I I I I I I I • I ' / b -:z+' APPROVED, %c gr ,fL(l/fZ.' ENGINEERING PLANCHECKER DATE ENGINEER OF WORK REVISION DESCRIPTION NOTE: SEE SHEET 00 FOR OVERALL STAKING PLAN. APPROVED FOR PlANTING , AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING ARFAS. OTH(R APPROVAL CITY APPROVAL TITLE REVIEWED BY, INSPECTOR DELORENZO ASSOCIATES !lii■I Planning Lands~ape Atcliitecture -liJS Murray (.Qyon Rd., SUite ,oo .sau Di,cto, CA n1os 619-tSIS•SllS Fax:: l!i19-297•23S4 - Da~------ Job No., '1 I-I oo-"'1 Seal~ Y6 II .. 1 '-011 o .. wn Br-eq/J::6 Proj, Mn@,c _fx:$3=><"----- i l<~n,Ur------ "AS~BUIL T" OATE DATE DRAWING NO. 322-1L _ _J CMWD 92-307 ,/ .,,....,,.. ................... _ ....... 70 I •/• ,I(, I \ \ \ \ ! :), ' \ \ / VISTA ' ~ \_ ~ rd-o"R. \ , -/ -'P ~ ~--\"' .. o., \ ~ / \ \ 1.d-o' \ '.>( \/ / }S _, ,..... __. t ----- -~t..d \ "' ... 0# \ ~ ~\ CHAPARRAL "-r'--+-.......,.-+---....,..;....--lcAILII---IG 'To RJLLOH Q4..'t'l.../GtHT" L-IN'S ao m11espie • IDeLorenzo ASLA & Associ-a.tee, Inc. 1815 ll'Wt'rOtl C~ RPG4. STE f900 s-/Xego, Cot.. 512108 (119) ZSS-5115 1.U (Sf9) 297-2.SS-, Da;te Job No. 91-100-5 I \ 1-11-!Bl<E. NArtli':<AL C::tAAt::t! S'ICT?NDS INTO ~ t.are. ACTUAL I..OC,4.77oN 10 ~E. Y!Sr<.IFIW IN FIEL.t.J. .____ ~i":>TI N'3t c;a..J'foUJ<B ( 'TYP. <:;'11-1 .; __..---~~Et:' cc-NTa.JRc:>;(frP. ~-) 67 ~ HfAOe.R. =1 -~ -15) -\fl 111i'""' \ ~it ~ ✓- \ ! ,I •----~-:-<:!) BENCHMARK: I LOCATION: EL CA~INO REAL AND OLIVENHAIN ROAD DESCRIPTION!: STANDARD COUNTY M10 CENTERLINE MONUMENT ELEVATION: 79. 716 FEET u.s.G.S. M.S.L. DATUM llEFERENCE: COUNTY OF SAN DIEGO BENCHMARK BOOK PAGE 164, DA TE: APRIL 1988 20' :30' t f',/1(/4 ~ DATE , .. :. ,!.I ,I I : I 'I I I I I' I ' I I ' , .·'· '-'I .• ',;;,, __ _ ' ', ' ~ : . ' *SF&f ·LEGEND. R!1R cil1:si1Mtei'IOIII SEE SHEET '°' • ~ FOR CIONSIIFIOCHON DETAIILS AND NOTES. APPR. mR •PIANJJ.No AND ~OA~N:i~NLY. JNdUDINtJf'~ , ... 1,.,. • ., ,. . ::':>:r;;,·L., . ,. ... ·_:.:. , ·· LOCATION :OF PLANTING AREAS. ·' " """'--..i~ilioiiiiiio~··" i . •.._ . I • I I ' i ', KEY MAP ASSI N.T.S. TITLE REVIEWED BY: INSPECTOR ,p' ' "AS-BUI LT'' ·' ARROYO LA COSTi\'.' ,.·•• VL AGE I DROPLOTS DATE -~ DATE ' .i•, i i Ii I ' .. 1·· '. " i ' I ·' ., I i ,s;ca;re, 1 " = t O' Dra.wn. ~ g~t~o~~;N~~li~iE~G3~:~11~~~ . 81 +72 INT. 1--EN-~-:T-E~-R+o-,~-,~-,A-~-+---R-E_V_IS-IO ___ N_D ___ E_S_C_R_• -IP-T+IIO_NJ ___ t-o-Drn-A-=::=--A-IP-;N-R~-:-I:L-L-1,-~-,~-T-EA-P+PR,,..I:c-:~:-:ccL--I L::.:~~:::~:.:,0_:'~v'..::~::....:-;==-;==-;:-:J ........ ~P-~-0~-E~_r_.~_;_:.__c"-" I; ;OR •. ; ,·••·•, l , °' .. , ,'i ' ,. I , , • , ,,., ' . ,. .. f + $1t-l6'-· Sf'fl.lN& 1?"1" ir-M I~'-----,, PLAYGROUND DETAIL PLAN not to scale ' TOT LOT DETAIL PLAN not to scale -..,·,___. ~ :t-,cy . ' ,, ' I :. I ·. I ' I I I ' ' ' I I ; ' r, I ,1 •· I :i'. 1¥1'¥.AII ,. I ,, I ' I ' I .. f/ ... ,,, i,, i·· : ' ...... CONST'RUCTlON . NOT'ES. i 'I 2. 4. 5. I $EE CIVIL PLANS FOJ'liGaADING & DRAINAGE. ; ; ROUND TOES AND EDGES OF PILL SLOPES. CONTOUR st.OJEs 'BSIWEEN W111lKS AND BUILDINGS. ' PAVEMENTS AND SURROUHDIMG A'FIEAS SHOIJLD BE SLOPED lb l:JIRECT . SURFACE WATER AWAY FROM THE PAVEMENT WITH AN OVERALL SURFACE DRAINAGE OF 2 % TOWARDS THE STREET. CROSS SLOPE WALKS AND PAVING 1'% MINIMUM, UNLESS OTHERWISE NOTED. CONTROL JOINTS SHOULD BE SEALED. At.L P.C.C. PADS SHALL BE MIN. 520-0-2500. ' CONCRETE SHOULD HAVE A MINIMUM COMPRESSI._.E.STFIE~GTl'I OF 2,508 PSI AT 28-DAYS. ,'. 8. THE CLASS II BASE ll'IATERl\\:L ANO THE TOP 8' INCHES OF Sl!JBGRPIDE SOILS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY' AT , OR ABOVE OPTIMUM MOISTURE CONTENT, AS DETERMINED IN ACCORDANCE 'WITH ASTM TEST PROCEDURE 0-1557-78, METHOD A OR C. 7. REl~ORCING DETAILING SHALi'.. CONFORM TO THE CONCRETE FIEINF0FICING i ISTEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION, . 8 .. ,. +REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDUl8Di ITE:MS SH.oJLL BE I, . SECURELY HELO IN POSITION PRIOR TO PLACING CONCRETE. , 1 .......... , . I 9. 11 .. 1'2. . 'SPLICE CONTINUqLIS REINFORCING WITH 40 DIAMETERS t.ilflllMUMll.AP! i' EXPANSION JOINTS SHOULD BE PROVIDED AT A 45 FEET SPACING' PLUS 1CRAti:K CONTROL JOINTS AT A SPACING NO GREATER THAN 15 FEET. ALL EXPANSION JOINTS SHALL BE INSTALLED WHERE INDICATED, AND AT ALL BUILDINGS, WALL$ AND FIXED IMPROVEMENTS. IN THE BASKETBALL COURT SHRINKAGE IS TO BE MINIMIZED BY CONTROLLING SLUMP OF THE CONCRETE, PROPER PLACEMENT AND CURING ANO PROPER MIX DESIGN .. , ,. . WEAKENED PLANE JOINTS SHALL BE 11¥tcHWIDE 'BY 1i!2 'SltAB 'FHICKNIE$$ 1 DEEP. _ . . ,I , :·, l:'1: i , ' TOT LOT CORCRETE CURB FINISH S'H1tttf~E-MEDIUM BFIOil)t.l Fl~ISIH PERPENDICULAR TO DIRECTION OF TRAFFIC. ,. ': ' : .. I, ta. FINAL STAKING OF PARK SHALL: BE APPROVEID' BY THE LAtJJtl§ep;pe P!Rt~lT0011' 0F WORK AS SHOWN ON THE STAKING PLANS, INCLUDING ALL PLAY EQUIPMENT. 14. CONTRACTOR SHALL FURNISH ANO INSTALL ALL PLAY 5dl.JJIIPMENT COMPLETE, AS 'SP5CIFIED AND SHOWN. FOOTING ANO FOUNDATIONS SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS AND SHALL BE CONSTRUCTED IN FIFIM AND COMPACTED SOIL. TOP OF FOOTINGS SHALL BE INSTALLED (6") SIX INCHESi BELOW THE BOTTOM OF THE SAND. 1'5. 1'6. 17. 18. 1'9. 20. 21'. 22. 23. 24. ;pLA y AREAS ARE DESIGNED WITH Mll'lill~M SAFE:TY OIST/ll~CES. INC· CH.O.NSES ,SHALL BE MADE TO LAYOUT WITHOUT COORDINATING WITH LANDSCAPE ,ARCHITECT. , , SAND FOR TOT-LOT SHAt.L HAviE A·M1lr\l. ~~'soi•AND BE OOi.!IIBLE~ASHED. SORRENTO "WHI.TE" SAND; MEETING THE FOLLOWING REQUIREMENTS;, I' S'IEYESJ:ZE #4 ,, 1!00 i #8 ii': "'-9· #16 !.II; 91! ;, i · II #30 561 i t !i #50 i 22 ,,.:, !i ; #100 ·!. 7' !i fii;:.:-!1'1: .. : : ' #200 . . 2.5 I :11 1 ,, • , . . · 1, ,. , cl 'I' , . '1 MANUFACTURER: SORl'lENTOREIIOY''MIX' I :i [li,l;il .•• ·· .... , j .. fl 1 SAND FOR TOT-LOT SHALL BE INSTALLed1¼? ii~i:ri~tJl~MEN~ ,s fNi, PlLl'tCE. FENCING SHALL BE SEAMLESS ,STEEL TU~1NG, GRADE ~I. ctlNFORMING ,o ASTM' A501-81. . . 'ti: ~~0;;ttf RcZiNoi-:~6~T~1-1f;~R~6~1~~ 1lrti~t~At~~g~~eNrrs REauiREb 'I FENCING SHALL BE FABRICATED ANO ASSEMBLED IN THe f>f'I0~1 T©THE GREATEST EXTENT POSSIBLE. i 1 ., i 1.'i JI ALL WELDS AND OTHER coNNl:Cit'lONS 1:xPosEo 1N tHe·1~1\iiJi1sMEB wdRk SHALL BE GROUND AND DRESSED SMOOTH AND SO THAT THE SHia/PE AND PROFILE OF THE ITEM WELDED IS PRESERVED. ,. ; ' ALL SURFACES SHALL BE PRIME COATED WITH SYNTl'IET1~J,RutTllMH1B!ITINGI . PRIMER. ;FINAL FINISH SHALL BE ELECTROSTATICALLY APP(IEd OF TWO (2) CbATS OF A LUSTERLESS ALKYD ENAMEL. SEE PLAN FOR COLOR. ; 1FENCE PANELS WHICH CROSS THE WATER DISTRICT EAS!Er-l1ENT SHALL BE RE MOVEABLE. I COURT STRIPING TO 8€: DUNN-EDWAIRDSiCOR'P. 'VfN1-L-SiRIF11E liJS®1 S'E!R1'ES'' 'EPOXY MODIFIED ACRYLIC LATEX OR .EQUAL. COLOR TO 18E WHITE:. lt'IJSTALL AS PER MANUFACTURER'S SPECIFICATIONS. PRODUCT LIST "1) BICYCLE RACK· , CYLooPS t12ffl1Wt11-c ICOtOR· aoe 1. l!!!0~rA ~oa<PG,cc. AVAILABLE FROM: ,,1...iEEFfS:B ee, fll!i-.'~"Jil (S'c>~,'> 2.),~ _ ,,s7 • OOICK CRETE PRODUCTS TO BE NATI:IAAL COi.OR. AV.IIIUltE FMIII: ~~ , . .. _ FEl:EBIA ME¥ERB & AB889. ll'HI 149 4111 Ql.JICK... CtlE.Ti!- CONCRETE BENCH• (C/t:11) 7:,7-c24t, :2) QUICK CRETE# Q-QCPTB8, SMOOTtl flMiSH 8R.,Y.AN GiD12. a, CONCRETE PICNIC TABLE.' QUICK CRETE #Q-QCPS:SiSMOOTH FlfflSff I' I l9 'Fli\NDIC~P 'PICNIC TA:BLE •. I . . . . .. . . . I QUICK CRETE # Q-QCPTFl-8, SM'OCITH FINISfl ' ' " 5!) TRASH RECEPTACLE· i , , . . . . . ... . . ' w/lJJifoorzBP :I' QUICK CRETE# II 11111: aa 1(181 MEWIM M~'FINl'Sl!I' ,, ALJJMINU/,'/ 1../f) t!JR. -CAL -25:J:3 W, 6) BOLLARD• , ,....,_I ~-Bf>-lt.Sl;I . .. . . REMOVABLE,LOCKtN<J-QUICII.CREIE•QRB 88 REM l • PEflllilMIENT-QUIC CRETE ,aRe 98 !B'. BOTll BOLLARDS TO BE MEDIUM SANDBLASTED FINISH. a~-8/J · · · jl'I) DJIINKING FOUNTAIN • i ·· HAWS #3176 PEDESTAL 1ifflllilk'IN8FOlfflt'MiR. INSTM.L ASPER'STANOAffO 'REGIONAL DRAWINQ #SDM•107. AVAILABLE FROM: IIA,'19 BFIINIIIHII NIRFFllilM&e, 1'1'&)&;a;··1111R I ' ....... ! '···· C&'AS"r RE C/l.E,ATION , /)IC. P~i.~rli , (714-J 553-,BoJs' , i KOMPA14 PR1cli>tlcts .'fflj1Ji;BLE FROM: ,. ')!I Sl:lil!ANNE 'f'I IOMflSOH (819) 11'9 '2119 /ZO&J'f.i St..aPFl'J.l~,i.J, \/r,,;;j;,. . . .. .. . f~trt)788-,zt:>52 <ii! ·1•til 1811 · SPRING,TOYS• 'rv/ tao HEJ.J(8Lt.,/E) '".i,•.·.:::.••· .1 : .•... · .... ' .· ~:~: ~!~~ g:~ .I 18A6E, #M123 CRAZY NELLIE, ),: '~i sJOPE SLIDE•• . . . I ., . } i J · KOMPAN1#M$7•1'3 SLOPE SLIDE , 'i i : ·•· \~ l,ANDSCAPE STRUCTURES PRODUCTS ff'Aueti FROllr. ' IIAIISBII A868B. 16~9) 442 8848 COAST /U:C/<.,E;A.TfO/( W/C. 1~• SWINQSET-, l 7l4-} 55~ .. ,!Jo,55 ' , ' LANDSCAPE STRUCTCl'RES PLAYBOOSTER SWING #808-30272 ,,:,,,,.,,: UI\J' 'SMALL PLAY STRUCTURE. i., . . . . ; . . .· ' ' LANDSCAPE STRUCTURES' D'l!WG"°""920iJll81 PLAY90G'S'lar WITH ALUMINUM POSTS AND a~, 16", 24", & 32" TENDER DECKS. , COLORS: RED POSTS & TAN POLYETHYLENE ELEMENTS 1liNOT~;itjy EQUIPMENT SELECTIONS TO ee APPROVED B'f OWNER , : , , . '', ' · BEFORE ORDERING. . 1 • • I, 1 . , . r , ; . 'I INSTALL .ALL PRODUCTS .PIS PER MAffUFll.'CTUABf'S. •,~,¥.!i~i I :;)..-C:\,;,,l'f"l\.rA:'j'~\. :, CONTRACTOR SHALL PROVIDE CERTIFICATION FROM DISTRIBUTOR .·,· AS PER INSTALLATION AND CODE CONFORMANCE. COA$T /t.S.~EA,TiCN l/o./C. To f:?R.ov,pe SHop Pli?A.1J.J1Nc,s OF 'P4't,Y' StR:i-«:ntA:5$ '" ,,, ... ,,. Fo;.a APf'Ro¥AL PR/Ole, -n, INSTA.Lf.A.TIOA/,, --"•~·--,. - DATE INITIAL I i .I.Pfl'ROVEO:; DA TE INITIAt Gille~ie •' DeL,orenzo 'Lund l'kin~ing. i , I S1tt1 ~ .. c.t. ;ltOI (Git) ff6-6'i''l5 FAX~, m-2~· Dal• I , Jot, No, 91~700~1 --·--~----;- Sca:le: N. T.S. Dnni,,. t6{ Cfl'Y OF CARISBAD PLANNING DE'PARlMl:.NT. SHEETS 65 ' CONSTRUCTION DETAILS FOR: . . .... ,.,, ARROYO LA COSTA VILLAGE I AS DATE INITIAU ENGINEER Of WORK ' REVISION DESCRTPTIO'N OTWER APPROVII!. CITY APP!lO"At. ' ,. " . , ,,------1/4" x 1/4" TOOLED SCORE LINE 1/4" RADIUS ON PAVEMENT. ,,------CONCRETE PAVING -SEE PLAN FOR COLOR AND FINISH ,,------1/2" PREMOLDED FELT EXPANSION. JOINT ···• WITH MASTIC CAP -COLOR TO MATCH PAVING. 1/4" RADIUS ON PAVEMENT. SEE SPECS. ----suBGRADE 4" THICK IN PEDESTRIAN AREAS. K co NOTE: I BASE, SUBGRADE, & REINFORCING AS PER STRUCTURAL S/2l'ILS REPORT. CONCRETE PAVING SECTION • • 4• ·. not to scale ...----1.2-)11'?, ~ CON'f. -Z. 11 c~ ,!lo"?, rte,~ 341 (,7.C,. • z..11 ~ MIN. -c~e.,z. 11--l ~ CON c~ P,,:,..\/iNGr C ~ coHe.rR-uc:r1ot-1 N~) ---------i9 • ..._-4'1CLA~ lI. A~Art:. e.-,.~e, ----i MIN. <$L~ -SOIL t>Ue,c.,AAD1:;. Cp¾, COM~jlON COURT AND VEHICULAR SECTION DRIVE PAVING not to scale 12" --CONC. WALK/MAINTENANCE ([J\ DRIVE V .--112• RADIUS #3 BAR CONT. -PIN W/#3 .REBAR DOWEL. ,,,--12• LONG AT EA. EXP. JOINT ETE TOT-LOT THICKENED EDGE ,. . . '•· . . C,0 (t-1M, WI ) = NORTH FINISH GRADE MIN. 2".• VABIES • , I l , ' SLIDE DETAIL I • . . . . . . . ' ' ' . ..•.. , . . . .. . . . . .. • • •. . . • • • 11$,@2 ...... •©• ,. • • • I ! .. . . . ' 4-J1 l 11~l1 1.el 1: BASKETBALL COU'1RT LAYOUT .. ~ suc:e PLAN ' . not to scale PLAN not to scale • '=~::.X~·••~•~-~-1::-~-: .. :-1· ------1/4"WASH • 1'/2"TOOLED RADIUS EDGE .iuq~[. . .· : t, • 0, -• ------CONC.CURB1, ~-~tt-;.i-~~~•_,,,__• ..,.·_..,.,~~ •,:·,:!.·,·v:•fl PLAY AREA SAND SEE SPEClFICATIONS.SH'EET 17 . ;p , · ·. · • , , ·} ' • • · . FILTER FABRIC -WRAP UP CURB EDGE • "' -rrm -. . I) • 0 '? • -!!:" ;1~ • ..... . . . " '-~-COMPACT S'UBGRADE TO 95% q 0 #3 BAR CONT. -TOP AND BOTTOM ,:::__-m~~ri,t!t!,t----2• CLEARANCE (MIN.) NOTE: CURB SHALL HAVE EXPANSION J,OlNTS 20' O.C. see CONSTRUCTION NOTES. @!;QNCRETC TOT LOT CURB II :' ' ' ; ''' ' i I ,: I ,, ' --~T~ -rY~11:i<IY~d ~ rue. $££L. 11-t/~. 51"',,.,e,a.D t>1 o.e,,. MN< . --l•'l(.111 6'il, iWC). 5l"i-e.l.-~, -~-~1-,~IA~ ~Ua"-L. ,.-o At-1(11,.~ Of ~. ,--V~II $Q' "'ft,,e, -!11"5il-Pf~"'f/6 -4•0.0'. We.L.DW ~P + 0tJrroM. 1----HQ..P l"'ANS:1.."5-To, ft>'5T, ' ·i:lf-~ iz.~ en fZfl.UP 'H, Ii c,.e, • ~=---...:1 ('1) f. ~ pe.e;~ -coi-m 14\..105 ' ' . . ~""'· SECTION' not to scale I i '., . TITLE REvlEWED BT: INSPECTOR . ' • ,, I 1· ! I ' ' !· I " CiO GITfespie • De Lorenzo . ASLA & A,oociates, Inc. Land.Ka.p« .Archihctun San. Dwgc. CA. N10I [),:,t. Job No 1tai.J1&ro"'11 Ii 111 CTrJ I CITY OF CARLSBAD i--------J------+---~---"'----1-fj If+: ':~1:1: .c._! -'------t--r-4"--tt----J . PLANNING DEPARTMENT , ;1:; 1, ,·; .11, l:rl: · DATE INITIAL ENGINEER OF' WORK ' '' I : lI '' ,,.,., .,., , .. , CONSTRUCTION DET 1'/ILS FOR: ARROYO LA CO'STA VILLAGE I 322-1 L CMWIO 92-307 I . ..,,., ,_,rr·~--eb c::::>f" ~e, -.. , .. . .. . ,_. ::., ' i /'f! J,,i;.0dtM ,~ . ,.: , .. -.... MOUNDING • I ,,,; ,,,., .. ,,.;I.,;, I not to scale - :· ,,I • ;: ! ''1 ; 'jr.·. , t , 21---------r . : .:,•,:.• :• ·.: '.,, .,'• ·.• :· ·.·· .. ·· • •• • •• .. . .. • • .' . . • . . . • 1"-----1c1 .... ·• . . . . . '. . .... . . . . • • • .. • • •••----•H+,.-•i--ii• © ® SANO· see SPECFICATIONS SHEET 17 --FILTER FABRIC'. M1'RAFI 140N OR EQUAL' COMPACTED SUBGRADE •• .. •, ' . . . . ••, •. •.• ® © 4" PERFORATED DRAIN LINE • WRAP IN FIL TEA · FABRIC. REFER TO PLANS FOR CONNECTIONS, . o---~---v-=-~ ff'!~ N g'.lo o 4 12' ... 3/4" CLEAN WASHED CRUSHED 'ROCK. SEE PLAN ON THIS SHEET FOR DRAINLINE- LOCATIONS. PLAYGROUND DRAfN. SECTION "t not to scale .,,...-Bx€>>< 10 <?LUMIP ~--F'[L.A-eTE.I'<., COLD~ To e:.e. '?E;Le.c,TeP e,:¥ .-,,_ ,· " Uw'41:4CApE.. AFGH IT'f=',T,' .-\,J,.,."· ' 1 ·-.C,.i.-..• ,,...._(4)f4 fV!>AP-. ~~ 41'~ ti,:,~ 1'1E:-.AU-~1oee @ Q41 oo. 11'14;K'. ' ' Fl N •~ -c:;;i,~ I . '. ~~-~ fe%7]"1~ -+---1,.,-1,--+,,-,-t,,_~~i""i~""--,,,.I 1t.":"11, ..,_....;_-+-~ ~I 'll";'" :2,'-c,III PILASTER ... DETAll ,' SECT lON not to scale ...... """" F2-S,~f'I'-c:3 10',0,,:;:,. _..,:1.,, =~~ .... r--------~ e,x ~x-1,;:. GL.t..11<11"' e,~i,... c.""'-"'P-,.::> e,s se~,:-iec, ~"°'w-i-Je~. - ) SEA1i WAL1L DETAl'l;.. SECTION j nottoscale " • ,1 • ~,- ,, ·- \ ' ' I '" . ·,tr--~-~----""" 'REMOV,-B'LE, ·P'REOAST--~ bLAFK> .. QUICK CRETE #QRB-30-REM·L . . SEE PLAN FOR LOCATIONS 'll:.j:·__.·~~.....:....,....ai.=:-.,.;.JJ---t"-LOCK BRACKET -SEE NOTES ' .. ,,,. ' ,, • ii , I 1F1 ' 11 o--r,,-,--+-----,-BRACKET & SLEEVE (FEMALE COM'PONENT)-INSTALL IN RE!LO ',P /".;' * " ~('I n .. j 12" r J " NOTE: • BRACKET HARDWARE SUPPUEO BY FACTORY. • CONTRACTOR TO SUPPLY PADLOCKS FOR ALL . I -BOLLARDS. ALL LOCKS TO BE KEYED THE SAME. · j ;,REMOVABLE BOLLARD ''•l-c">.::...,.,, f' i I CD ' I ,,I.:,•,' "1' ' 1 X 2 REDWOOD SPLIC.E 4 ' :PLA~ n.t.s. ·_ HEADER SPUClNG CURVED AREAS 2 X 4 REDWOOD HEADER {CONSTR. GRADE) - USE (2) 1 X 4 REDWOOD HEADER FOR CURVED EDGES • SEE PLAN ., FINISH GRADE 1" FOR LAWN AREAS FINISH GRADE 2" FOR GROUNDCOVER AREPiS (2) 8d GALV. NAILS PER STAKE 1 X 2 X 12 REDWOOD STAKE AT 8'' O;C, MIN. WITH 4' O.C. @ CURVED AREAS . " OVERlAP 1X4'fE.IID'ER BY 50¾ IN CURVED AREAS · ~ --~"·• , r '-"""' n.t.s. _9illespie • DeLorenzo ---~ __ ,. ______ _ ----------·---- .-------------------'-----, I liPPRO\ED: Joo /110 91-100-1 ENGINEERING PI.ANc:H£CKER i I Sea,.le: N TS. i1i1i: j,,I "j ,.I' ,,, :.1 i'i i I! : I I I I ·-i ' 1.-.- ' id, I '