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Home My WebLink AboutDWG 403-9L; SDP 00-17; THE SUMMIT; 01-33I I! REC Y C, LED v"IA TER NOTES I. ALL rlORK SHALL BE DONE IN ACCORDANCE rllTH THE CARLSBAD HUNICIPAL r.ATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED r.ATER MAINS" DATED OCTOBER 1'1"13. 2. 3. 4. 5. 6. 1. •8. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED r.ATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED rlATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETr.EEN RECYCLED rlATER LINES AND POTABLE r.ATER LINES 15 STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS rllLL BE ALLOrlED rllTHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD HUNICIPAL rlATER DISTRICT. ALL ON-SITE MAINLINE PIPES SHALL HAVE r.ARNING TAPE PER CARLSBAD HUNICIPAL rlATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETV-.EEN THE HOURS OF 10,00 P.M.·AND 6,00 A.M. THE FOLLOV-.ING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) rllTH QUALIFIED SUPERVISIONS PERSONNEL ON SITE. "I. PROVIDE A MINIHUM OF AT LEAST 18 INCHES OF COVER OVER ALL rllRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT rllTH RECYCLED r.ATER, rlHETHER BY rllNDBLOrlN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, rlHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. II. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON 5IDEr.ALK5, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED rlATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED rlATER DISTRIBUTION SYSTEMS /SPIKES NOT INTERCHANGEABLE rllTH POTABLE r.ATER QUICK COUPLER SPIKES) PER CARLSBAD HUNICIPAL rlATER DISTRICT RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL r.ATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED rllTH THE rlARNING, "NON-POTABLE OR RECYCLED r.ATER COLOR-CODED /PURPLE) AND LAID rllTH r.ARNING TAPE AND STENCILING ORIENTED TOr.ARD THE TOP OF THE TRENCH FER THE CARLSBAD HUNICIFAL r.ATER DISTRICT RULES AND REGULATIONS 15. ALL POTABLE rlATER AND RECYCLED r.ATER FIFING SHALL BE INSTALLED rllTH THE STENCILING ORIENTED TOr.ARDS THE TOP OF THE TRENCH. 16. rlHEN A POTABLE r.ATER LINE AND RECYCLED r.ATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED rllTHIN A PROTECTIVE SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 11. A 10 FOOT HORIZONTAL SEPARATION BETV-.EEN POTABLE r.ATER AND RECYCLED r.ATER MAINS HUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETrlEEN UTILITIES HUST BE MAINTAINED AT ALL TIMES. • l'l. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL rlATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR TO ANY USE OF RECYCLED rlATER. 20. RECYCLED r.ATER-QUICK COUPLING VALVES USED IN RECYCLED r.ATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS FERMANENTL Y ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON No. 1645, HUNTER No. HVIOOA-RL-NF OR APPROVED EQUAL. 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD HUNICIFAL rlATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS rllLL BE FORr.ARDED TO THE NON-INSPECTING PARTY. SIGNAGE NOTES THE FOLLOV-.ING GUIDELINES FOR THE USE OF RECYCLED r.ATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER rlHERE THEY ARE EASILY VISIBLE. PLACE ON 8-l/2"Xll" SIZED SIGN. COLOR PURPLE BACKGROUND rllTH BLACK LETTERING. I. GUIDELINES FOR RECYCLED r.ATER USE I. IRRIGATE BETr.EEN THE HOURS OF 10,00 P.M. AND 6,00 A.M. ONLY. rlATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY rllTH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT rllLL MINIMIZE RUN-OFF, FOOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS HUST BE AD.JUSTED 50 AS TO BE COMPATIBLE rllTH THE LOrlEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, /I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT rllLL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, FOOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND 5IDEV-.ALK5. 4. 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. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED r.ATER. PERSONNEL MUST BE INFORMED THAT RECYCLED r.ATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, rlASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT 15 YOU, THE LANDSCAPE CONTRACTOR, r-lHO 15 RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE r-llTH DISTRICT STANDARDS. 1. ALL RECYCLED r.ATER SPRINKLER CONTROL VALVES SHALL BE TAGGED rllTH IDENTIFICATION TAGS. A. TAGS SHALL BE r-lEATHERPROOF PLASTIC, 3"X4", PURPLE IN COLOR r-llTH THE r-lORDS, "r-lARNING RECYCLED r.ATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO-AQUA IMPURA-NOTOMAR" 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 FOLLOV-.5, I. ATTACH TO VALVE STEM DIRECTLY OR rllTH PLASTIC TIE-rlRAP, OR 2. ATTACH TO SOLENOID r-llRE DIRECTLY OR rllTH PLASTIC, TIE- rlRAF, OR 3. ATTACH TO VALVE COVER rllTH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED r.ATER SPRINKLER HEADS. • 22. DEVELOPER SHALL SHOrl THE LOCATION OF RECYCLED SIGNS "DO NOT DRINK" ON THESE PLANS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED rllTH A SIGN BEARING THE rlORDS, "RECYCLED rlATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, rllTH BLACK LETTERS I" HIGH ON A • 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN rlRITING. THIS INDIVIDUAL SHALL BE FAMILIAR rllTH PLUMBING SYSTEMS rllTHIN THE PROPERTY, rllTH THE BASIC CONCEPTS OF BACKFL0rl/CR055-CONNECTION PROTECTION, AND THE SPECIFIC, REQUIREMENTS OF A RECYCLED r.ATER SYSTEM. COPIES OF THE DESIGNATION, rllTH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD HUNICIFAL rlATER DISTRICT. l'VR)"LE l')/\.c.K&l<Ol/ND. 1HI:, Bi;:ll'l S-l/\Lt.. 2,1:. FLACeC> &l Tl-!AT ff CAif E>E-!<:l:Cf-OlL'( SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. IN CASE OF EMERGENCY CONTACT MARK TOMLINSON NAME AT 102-134-4644 PHONE OR AFTER HOURS CONTACT, MARK TOMLINSON AT 102-1:34-4644 NAME PHONE * • ITEMS N0.'5 8, l'l, 4 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED r.ATER. ITEM NO. 22 THE SIGNAGE FLAN, SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS r.lLL BE INSTALLED JUST PRIOR TO ACTUAL USE OF F(ECYCLED rlATER. 24. SHOl"l ALL PUBLIC, AND PRIVATE POTABLE rlATER MAINS ON IMPROVEMENT FLANS. 25. ON RECYCLED r.ATER SYSTEMS ALL APPURTENANCES /SPRINKLER HEADS VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER Arlr.A GUIDELINES AND SECTION 404"1.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 26. A PHYSICAL SEPARATION SHALL BE PROVIDED BETrlEEN ADJACENT AREAS IRRIGATED rllTH RECYCLED r.ATER AND POTABLE r.ATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOl"l STRIPS OR OTHER APPROVED METHODS. r-----BLACK LOGO ~--PURPLE BACKGROUND J i 36,, 1" BLACK LETTERS J N.T.S. i 12" X :36' SIZE D32 AUl-11NJM, Of;() N35 f'LASTIG OR STICK-ON VINYL SIGNS WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER WASH HANDS AFTER CONTACTING LA ESE SUS MANOS DESPUES DE USAR ~-1" BLACK LETTERS 2" BLACK LETTERS ' ' ... 18" N.T.S. In Order to Conserve Water ... RECYCLED WATER IN USE :, 00 co ..; DO NOT NO TOME EL AGUA -z DRINK WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS i DIG ALERT CONTRACTOR RESPONSIBLE FOR CALLING DIG ALERT PRIOR TO ANY GRADING, TRENCHING, DIGGING, DITCHING, DRILLING, AUGURING, TUNNELING, SCRAPING, CABLE OR FIFE FLOY'IING, AND DRIVING, OR ANY OTHER FORM OF EXCAVATION. CONTRACTOR'S PERMIT FOR DIGGING Y'IILL NOT BE VALIID Y'IITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. PROPOSED DIGGING MUST BE COMPLETED Y'IITHIN 14 DAYS UNLESS A CONTINUATION IS APPROVED BY DIG ALERT. CONTRACTOR IS RESPONSIBLE FOR CALLING DIG ALERT AT I-B00-221-2600. (PR VATE) RECYCLED V'!ATER SYSTEM T $::= :I==~ ~~ T r- cC) rn DECLARATION OF RESPONSIBLE CHARGE INSPECTION PROCEDURES I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF rlORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 610:3 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN 15 CONSISTENT :rllTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRArllNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH 15 CONFINED TO A REVIEl"l ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF rlORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE rllTH THE APPROVED LANDSCAPE CONCEPT FLAN, r.ATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND L 6 NDITlf_NN!S .OF APPROVAL RELATED TO LANDSCAPING. .v.. ~\J.,A'V: DATE 1~/~f/o'l, DEN rl. GILLESPIE 1 PREPARER FIRM NAME AND ADDRESS, GILLESPIE DESIGN GROUP. INC. "1404 GENESEE AVE. SUITE 140 LA JOLLA, CA '120:31-1:3:3"1 PHONE NO., (B58) 558-8"111 REGISTRATION NO., CA 1:362 I . I [2] I I l"i I I I . FAX, (e,5e,) 558-"1I8B EXPIRATION DATE, APRIL :30, 200:3 I. CITY CONSTRUCTION INSPECTION SHALL INCLUDE, A. LOC,ATION OF PIPE LINES B. TRENCH DEPTH C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS F. r.ARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RECYCLED r.ATER (IF RECYCLED rlATER 15 USED FOR CONSTRIJCTION). 2. DISTRICT FINAL INSPECTION SHALL INCLUDE, A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED rlATER. B. r.ARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING rllNDBLOr.N SPRAY, RUN-OFF, AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF r.ELLS, STREAMS, RESERVOIRS, ETC. G. CR055-CONNEC, TION. :3. ANNUAL INSFEC TION SHALL INCLUDE, A COMPLETE INSPECTION rlHICH SHOULD COVER PART 'A' AND PART 'B' AND PART 'G' OF THE DISTRICT'S FINAL INSPECTION. & ,__. V) CITY OF CARLSBAD ZA DR 0 VICINITY MAP NTS SHEET INDEX SHEET DESCRIPTION, TITLE SHEET CONSTRUCTION PLANS t LEGEND CONSTRUCTION DETAILS t NOTES CONSTRUCTION SPECIFICATIONS IRRIGATION PLAN IRRIGATION LEGEND AND CALCS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLANS t LEGEND PLANTIN& DETAILS PLANTIN& SPECIFICATIONS t NOTES LANDSCAPE Ll&HTIN& PLANS LANDSCAPE LIGHTING NOTES t DETAILS f"\ITl0,ATlON M-'c.A IR.RJC:,f\TI0"1 fl.AN l'<\ lTl&A TlON .A.'?£.A f"UNTl~Gi FU>,ti t NCTT~ SITE SHEET NO. I 2-5 6-"i 10 II-IB 14-15 16-11 I8-l"i 20-2::l 24 25-26 27-2q .30 -3> I. 32-,? \l,OSCA GI \I esp I 'AS-BUILT' .., .... -------.. r I / ... (.)~ ·',, >r,,. :; .!J ,, ~~y l~ ~ [fil CONSTRUCTION PLANS &,IRRIGATION PLANS 0 PLANTING PLANS NTS DATE TITLE REVIEWED BY: INSPECTOR DATE A~V~-%w ENGINEER1NG PLAN CHECKER DATE DEVELOPER'S NAME: :p,.,_,F«. ,p.,.,;;;--,g.s 3!~3 /ioWltf!.C> //._UGJt_B_S -E_IU'-"'J!J· < ,;_)r~ ,(,I 2-o-o ' -' W -J/4,,;,o,s , ~IO'J,: ,_ • 7oz. -73'1-'f6'i¥ DATE PLAN PREPARED: BY: ADDli\ON --· APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CARLSBAD MUNICIPAL WATER DISTRICT REVISIONS 4~...:..l'q ·~ l.L • '° ,{, -c• WILLIAM E. PLUMMuER 6 DATE 1st plan Ghk 10-15-0.2 l ~~ 12~ r.hk.. l?:~t1 -O,i DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ~2ENTAL HEALTH ~• K r-, .. • ORAY<N ST APP~ED TM APPROVED BY: DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH JOE, NO. 02-092 ENGINEER PLANNING DIRECTOR ANO DISTRICT OATE i-11-02 ENGINEER PRIOR TO IMPLEMENTATION IN FIELO. SC.ALE AS SHOl"!.N (jj~ 11)11~.ffl~I ®BYil~~. fsHilil CITY OF CARLSBAD l-----l--+---------------1----+---l---+-----I ~ PLANNING DEPARTMENT l----+--+---------------1----+----l---+----I SHEETS 33 ~--==---==- 1},il~®''ll ~ 4l;tl LWlm:iJ/Miti~ '!404 GENESEE AVEWE SUITE 140 LA JOLLA CALIFORNIA '!2091 85B · 55e, fi'!11 FAX e,5e,. 55B -'IIB8 TITLE SHEET FOR, THE SUMMIT (SDP 00-17/ZC. 00-11/HDP 00-19) l---+---+----------------+----11---+-----l----l·A •~P~OlVE_,FJ-.,//!:.._..\e:i,!_ _______ _ """' ~ $-22-03 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ASSISTANT PLANNING DIRECTOR OWN BY: ---PROJECT NO. CHKD BY: ---1 RVWD BY: SDP 00-li DATE DRAWING NO. 409-"lL ' L......---------------------------------------------~;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;::;;;;;;;;;;;;;;;;;;;;::::!;;:;;;;;;;;;;;;;;;;;;;;;;;;:::::;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.Jr I ! I r· ·,.,------- :052603 i ' 1~ ' ' qi ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '.~ (hi, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' 1~:-11 '""-I \ l 1 ,:-t-; , I I,' ) I I I \ I I I \: I ' ' ' ' ' ' ' ' ' ' ' c6 Cb ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~ ' ' ' ' APPROVED FOllt. F'LANTIN6 AND IRRl6ATION ONLY', INCUJDIN6 ffiEG:ISE LOC.ATION OF PLANTIN6 AREA5. - MATGHLINE -SEE 51 IEET 9 LY __ ,.. l:•I 1- 1<1!'1'MA1" ! - SEE CIVIL ENGINEER'S PLANS FOR ALL DAAINA6E AND 6RADIN6. SEE SHEETS 2-9 FOR C.ONSTRUC.TION LEGEND SEE SHEETS 6-8 FOR C.ONSTRUC.TION DETAILS 5EE SHEETS 6-8 FOR C.ONSTRUC.TION NOTES ' ' ' ' ' ' ' ' CONSTRUCTION SYMBOLS LEcSEND C.ON5TRUC.TION LEcSEND TYP. MIN. R= DESCRIPTION ALIGN TYPIC.AL MINUMIJM SYM. DESCRIPTION ~TE Sl~K eY OTHERS CONC!ltETI: CU!'e l!t!'. OIHI=~ RETAININ6 l"IAl.L eY OTH~ 5HOVeL CUT TURI" WeE: NATU!'tAL 6AAY, MWIUM ~M FINISH CONCl'tETE: ~KS DETAIL/SHEET -~-RADIUS CENTERLINE OAV15 'COCOA' INTE6AAL COLOREO CONCRETE: l"IITH 'CARROL CANYON' 3/4' A661'.E6ATE F'UMP MIX ANO MEO. ACIO FINISH AT ElUILOIN6 COL"'-TYARD 5EATIN6 Al'U:A EQ. E.J. P.A. H.P. F.S. ' EGlUAL EXPANSION JOINT PLANTING AREA HIGH POINT FINISH SURFAC.E III [!] III 8 0 @) I!} ~ El El I:) a 13 :21 :2:2 12" NAT\JRAL .S.FI.A"I", SMOOTH FINISH CONCRETE l!ANDIN<S AT eLJILOIN<S COURTY Ai;a:, 5EATIN6 AREA l:2Xl:2 ~AST NATlJRAL 61'1.A"I" CONCRETE S,EFFE"'5 l"IITH EXPoseD A661'.E6ATE FINISH DAVIS 'COCOA' INTE6RAL COLORED CONCl't!=TE l"IITH 'CAAFlOL CANYON' 3/4" A66RE6ATE PUMP MIX AND MEO. ACID FINISH AT AUTO COURTS NATURAL 6AAY, Ll6HT ACID FINISH NATURAL 6AA"I" CONC1't!=TE BANOIN6 AT ORIVEl"IA"l"S/ AUTO COURTS 5' T.5 l"E!'r.lMETE!lt FENCE: T .5. PE:OE51'l'tlAN 6A TE 6' MASONRY PILASTER l"IITH COFlONAOO 'IDAHO ORYSTACK' STONE: VENE:epr. ANO ~AST CONCRETE CAP l"IOOD AReOl'lt AT F'WEST!'r.lAN ENTRY DAVIS 'OMAHA TAN' INTE6FI.AL CO~ CONCFll:TE POOL DECK l"IITH MEO. ACID FINISH AND DEEPENED SCORELINE:S DAVIS 'OMAHA TAN' INTE<S,~ COLOl't!=D CONC"1:TE CANTILeve1'tl=D POOL COPIN6 POOL. STAIRS AND HANOFI.AIL DAVIS 'OMAHA TAN' INTE6>1'lAL. CO~ CONCFll:TE CANTIL~D SPA COPIN6 SPA STAIRS AND HANl:lt'l:AIL 5' T .5. POOL FE:NCIN6 l"IOOD A~ AT POOL (5,AT!: 5' 'l"IIND50fll' l"IOOD eENGH MODE:L NO. 440:2. AVAILABLE THFlOlJ(5,H COUNT!'r.Y CASUAL eoo-:2e4-es:2s. ALLOl"I 6 l"IEEK5 FOR DELIVERY. A.G. CONDENSE!'r. UNIT BY OTHERS VTILITY METERS BY 0~ le" NAT. 6AAY, MED. el'f.OOM FINISH CONCl't!=TI: MAINTENANCE: l"IALK DAVIS "OMAHA TAN' INTE6EFI.AL COLORED CONCRETE l"IITH Ll6HT SALT FINISH AT VEHICULAR ENmANCE T.S. VEHIGULAA ~ AND ~y ACCE:55 6ATE 1-1/:2" THICK 'COCOA' I~ COL01't!=D CONCRETE 1"11 CARROL CANYON 5/4" A66Rl:<S,ATE PUMP MIX AND MEO. ACID FINISH o mASH ENCLOSURES. SECTION l"ER CITY OOF CARLSBAD SUPPLEMENTAL STANOAi;a:, NUM6E:R <S,S-16. A/6 A/6 D/i D/i l!!,/i Fi7 Ali F/6 :---...,_ __ _, ~--1 VEHIGULAA <S,ATE MOTOR LOCATIONS 715 I ANDSC,\PF /\Rl HITECTl'Rf - q404 61:NESEE AVENUE SUITE 140 LA JOLLA CALIFORNIA q:2031 ~-558 &111 FAX~-558 .q1ee 20 10 20 ""° &GALI!, I" • :20' ._ioBCAp Gllleapl ,.; ' u i"' c-,, ... ...$:::.!:;;J :i.~=1""'' l•t. ple1n ie.hk. 10-15-0:2 2nd pion c.hk. 1:2-0:2-0:2 8rd plan c.hk. l-:'2"1-05 -4th plGln c.hk. 9-li--OS c>ftAl"IN E5T Al"PfllOVED TM Joe, NO. 0.2-c::9.2 OAT?! 'i-l"'T··O.:Z SGALE AS 51-h:::)JA,!N ["SHml CITY OF CARLSBAD t---t---+----------------+--~---+--+----1 ~ PLANNIN6 DEPARTMENT i----i----+--------------------i---+---+----1 fSrimsl ~J CONS~CTION !"'LAN 1"'011!., THE: SUMMIT (SOP 00-li/ZC. 00-11/Hr::>P 00-IS) A ~~~L_ _____ S:-22:-0,;7 t---t---+----------------+--~---+--+----1 ASSISTANT PLANNING DIRECTOR DATE DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA TE INITIAL QTY APPROVAL OWN BY: __ _ CHKD BY: ---1 RVWD BY: PROJECT NO. :SDP 00-li DRAWING NK>.j 409-"ILj I CONSTRUCTION SYMBOLS LEGEND TYP. MIN. R= -~- EG. E.J. P.A. H.P. F.S. DESCRIPTION ALIGN TYPICAL MINUMIJM RADIUS C.ENTERLINE EQUAL EXPANSION JOINT PLANTING AREA HIGH POINT FINISH SURFAC.E 10 5 1--....... •~ I ' ' ' .. ' .. ' : \' : ' \ ·. ' ' ' .;,-' " ' . ' . ' JL. ) . , A : ( . . -j ·• . ' ' - -I ~ ' <· I_, C r .A .. ". ~-~,-+- " ' ' ~ . ' P.A. ,---·----. ----· ------------------ I I ---- ----./ ---' ----\ ----- / \ -= = ~ ----· -_______,,.., <~=-~8§---•-··· -------~ -75 70 -- P.A. 8 • f '1 ·· . : . . '------ ' J ' = = = 70 · --·---- 1.20% -- '· .24 Po.A. 4 .•. 6 P.A. . ... 1.16% ... .;.., ---.. ' • ~t -------. :, : ..... 11L+-:-c--mr--:---cmr-·."li"~~,..,-.) ~ i · ·--·_ ·· -~ · · 1/ I ' I ANl)S( APf, ARCH!TECTURE CON5TRUCTION LEGEND SYM. DESCRIPTION DETAIL/SHEET [I] 0 I!] C.ONC.RETE: SIDf::YIIALK BY OTH!:RS CONCRETE c.U1'U3 BY OTH!:RS RETAININ6' V'IALL BY OTHl':RS [!] 51-iOY!:L C.UT TUl"F f:I:)61!: El, A/6 A/6 @] a II) I!] [!) El [!) @] El ~ El @) El El [3 el ~ B 13 13 El 13 13 El NATURAL GRAY, MEDIUM el'OOM FINISH CONCRETE: V'IALKS DAVIS 'C.OC.OA' INTE!SoRAL COLORED C.ONc.RET!: l<'IITH 'C.ARFtOL CANYON' 5/4" A66RE6AT!: PIJMP MIX AND MED. AC.ID FINISH AT BlJILDIN6 COURTYARD SEATIN6 AREA 1.:2" NATIJl'itAL 6RAY, SMOOTH FINISH C.ONc.RET!: BANDIN6 AT BlJILDIN6 COURTYARD 5!:ATIN6 AREA 12Xl.:2 PREC.AST NA TlJRAL 6RA Y C.ONCRET!: 51 EFPERS l<'IITH EXPOSED A<&6RE6AT!: FINISH DAVIS 'C.OC.OA' INTE!SoRAL COLORED CONC.RET!: l<'IITH 'C.AR!ltOL CANYON' :3/4" A<&6RE6AT!: PUMP MIX AND MED. AC.ID FINISH AT AUTO COURTS NATURAL 6RAY, Ll6HT Ac.ID FINISH NATIJl'itAL 6RAY CONCRETE BANDIN6 AT DRIVS'IAYS/AlJTO COURTS !5' T.S PE:RIMETER !"ENCE T.S. PEDESTRIAN <SATE 6' MASONRY PILAST!:R l<'IITH C.OFtONADO 'IDAHO DRYSTACK' STONE YEN!::ER AND PREC.AST CONCRETE: C.AP ll'IOOD ARBOR AT PEDESTRIAN ENTRY' PROJECT ENTRY MONUMENT DAVIS 'OMAHA TAN' INT!:6RAL COLORED CONCRETE: POOL DEc.K l<'IITH MED. Ac.ID FINISH AND DEEPENED 5c.ORELINE9 DAVIS 'OMAHA TAN' INTE6RAL COLORED CONCRETE: CANTILEVERED POOL COPINcS POOL STAIRS AND HANDRAIL DAVIS 'OMAHA TAN' INT!:6RAL COLORED CONCRETE CANTILEVERa:, SPA C.OPINcS SPA STAIRS AND HANDRAIL !5' T.S. POOL FE!NGIN6 ll'IOOD ARBOR AT POOL <SAT!: !5' 'l<'IINDSOR' l<'IOOD BENCH MODEL NO. 440.:2. AVAILABLE THFtOIJcSH COlJNTR'T' CAOOAL e,oo-.:2e,4-e,a.2s. ALLOY'! 6 Y'IEEKS FOR DELIVERY. A.C,. CONDENSER UNIT BY OTHl':RS UTILITY MeT!:RS BY OTHeRS 18" NAT. cSRAY, MED. BROOM FINISH CONCRETE MAINTENANCE l<'IALK DAVIS "OMAHA TAN" INT!:6eRAL C.OLOR!:I:) CONCRETE: Y'IITH Ll6HT SALT FINISH AT YEHIC.ULAR eNTRANc.E T.5. YEHIC.ULAR E6ReSS AND EME"-6ENCY ACCeS!> <S,ATE 1-1/.2" THICK 'C.OC.OA' INTf!:(!;RAl. COLORED CONC.RETe Yv' C.AR!ltOL CANYON a,;4" A<&<SRE<S,ATE PUMP MIX AND Ma,, Ac.ID FINISH o TRASH ENCLOSURES. SECTION PER CITY OOF CARLSBAD SlJPPLEMENTAL STANDARD NUMBER GS-16. VEHICULAR 6ATE MOTOR LOCATIONS SEE C.IYIL ENGINEER'S PLANS l"OR ALL DRAINAGE AND GRADING. A/6 Cl, C,/6 HI, c;e D/6 Alf!> A/6 DI, DI, <S,I, Fl, Ali F/6 APPROVED FOR l'"LANTIN6 AND IMl6ATION ONL 'I", INC.LUDIN6 SEE SHEETS 2-S FOR C,ONSmtJC.TION LEGEND SEE SHEETS 6-e FOR C,ON5TRUC.TION DETAILS SEE SHEETS 6-e FOR C.ON5TRUC.TION NOTES eGA1..I!, I" • 20' PRECISE L.OGATION OF PLANTIN6 AREAS. f'lt.!!Vl510NS let E:IQn c.hk I0-1!!5-02 2nd plan c:.hk 1.:2-02-02 !31"'d plan ehk 1-2r-oe ,4t:I-, p lc::.ri ,e.hk !!!i-11-09 ,:;,~ eT AP"~c> TM JOl!!>NO. 02-09.:2 t:>AT!e "1-1"'1-0.:2 ecALe AS 51-fOJA{N IS~ETII CITY OF CARLSBADIISHEE~I l----+---+--------------1-----+---+--+---4 ., . PLANNIN6 DEPARTMENT 90 l----+---+--------------1-----+---+--+---4 CONSTl't.UCTION i-LAN l'"O"'-, THE: SUMMIT (SDP 00-li/ZC. 00-11/HDP 00-16) MATCHLINE -5EE SI IEET 2 ;~--z----. ------------------------,,, f~••-------------------t_*==if:11#:~ ) I t • , t:;::i~--L-41< . i_ r------L------------------........._ ---+-----~~ ----- • --:;;;.-:....;;...~-·,.;,;· ____ ........ • ·, • " • ' ~-• I --.. 95 --------- . . ~·· --· -----------·--· ·-·------·---------95 --------------=-;;;_=-1 ,' ' ----,c,,c:_ / r-.-➔0 I I I I I I I I I I I __ ,I:.~ ,I "'' l:tt'==a/==='=tjl •~ ~F"'=cl .," y 6Y OTHERS I <~ j 'H----+---"-1,> ~ i I . . "==,,a:;r rt-~P"""·-"7LI 5 --r-i • r. I •PATH 2 l IL .....:.---.L·.:1..·· ~--n-r;t . " 19 -6 •in!"" 1.20% •.. 1 ,,,,,, _ _;;;=,,c---'--,---"...., . 'i I: A"-". • ., l~-=1.2;!::o::.z_pt.:;:_:::::;,.::r;:~-'=··;'::::· 1:4_.::,.:!!,::;0%,__-l' _ I I I I I • ' . I ' ' !-----1 -------·, . I .. .. . _.,..., 1.16% ,/ ~-/ ""--, / // P.A. 3 , I , ' --r-c--I '·h'':,P,if'-ir"'· .. ··-.., i I I< ·+ ·-~ ~ I ,1-1~~4~h1~14 l I P.A. ~ ' .. . ' .. .. 1.20% ------ 3 86.JJTW Ya=s..=dJ -84.75FG 82.JJTF • • .. .i" ,- 5: 1 .. ; . ~- -· -.. . ·- -P.A . 1.20% ---- 2 I I I I I 1.00% -- --l, 1.16% -- 21.f F' I 0 l'-611 ' ' ' ' ' ' ' ' ----{TY-f';)------------------------ :;:..-:-·-· 10 i..-" n LJ LJ t<l!Y' MAI" ! " . ~ : -_.-.tl - t ----1 1.16% . -.... -~---. ·- SEE CIVIL EN61NEER'S PLANS FOR ALL DRAINA6E AND GRADINcS. 9 SEE SHEETS :2-9 FOR CONSTRUCTION LEGEND SEE SHEETS 6-e FOR CONSTRUCTION DETAILS SEE SHEETS t,-e, FOR. CONSTRUCTION NOTES ' ' ' ' \ j\ . I i • I • I ' I ' ' ' . I.A"sDSCAPF ARCHrl H' I UR! '1404 6ENE5EE AVEIU: SUITE 140 LA JOLLA CALIFORNIA '12031 e5e,55e ti<t71 FAX ese. 55e ·'1100 • ' ' ' ' • ' ' :zo I 10 I I I ' ' ' 16' 0 ' ' ' ' ' ' ' \\., ij ' '\ I ' 5: ::zo 111 • ::ZO' ~- 100 CONSTRUCTION SYMBOLS LEGEND SYMBOL TYP. MIN. EG!. E.J. P.A. H.P. F.S. DESCRIPTION ALlcSN TYPICAL MINUMUM RADIUS CENTERLINE EG!IJAL EXPANSION JOINT PLANTIN6 AREA Hl6H POINT FINISH SURFACE Af'IDROVEl:) ~ fDLANTIN6 ANt, IRRlcSATION ONLY, INCUJOIN6 PRECISE LOCATION OF PLANTIN6 AREAS. ~ISIONS 10-19-02 12-02-02 1-21--o!!o -4th plan c:.hk. 9-!"1--o9 19T TM JOeNO. 02-os:2 1-11-0:z i---t----+-----------+---+--f----1---II S':ETI CITY OF CARLSBAD rSHffi'sl0 r==-====l"L=A=N=N::IN6::::::DEP:::::::A::R::TMEN::::::::::::::::T==:::..'.~==::::; DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL CONSTl".UCTION l"'LAN 1"01"., THe SUMMIT (SDP 00-1"1/ZC. 00-11/HDP 00-IS) OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. SDP 00-li DRAWING NO. 409-"IL 1 <J LI <J ., <!, . ' ' ' ' ' P.A. = 20 " <J 5 22' P.A. . ·-------_· . < --,.-:" ----·-. = ' ' ' <l. . : • 0 = 26...__.,_, <t'. • IL ' ' ' ' ' ' ' ' ' ' li'-6" ',, ' ' ' ' P.A. ', ' ----\ P.A.□ □ □□ □ • • r------- J .-l='I.-1.2 □ P.JEl-- ' ' = L ----------------------------·--------------------------------------------·------------------------------_<!_ __ RECREATION AREA -PLAN ENLARGEMENT 1<=-i'MAI" ! ' ' ' ' ' .21 ------- 5 = = C.ONSTRUC.TION SYMBOLS LEGEND SYMBOL TYP. MIN. R= -G:..- EG. E.J. P.A. H.P. F.S. l?ESCRIPTION ALl6N TYPIC.AL MINUMUM RA!?IUS CENTERLINE EQUAL EXPANSION JOINT PLANTIN6 AREA HIGH POINT FINISH SURFACE ~~F_::::_=_=_= -= -= -= _=_ =-=9='9:::;,,=_6~":-=::~~~J.===~\ 0 / I /4/ . 7 6 LJ 4 • ... ·.'{ "' . • I I :~ 1 < 1 . .. " ,j . 7a 1.16% • TYPICAL BUILDING COURTYARD -PLAN ENLARGEMENT SEE CIVIL ENGINEER'S PLANS FOR ALL DRAINAGE AND 6RADIN6. SEE SHEETS 2-9 FOR CONSTRUCTION LE6ENI? SEE SHEETS 6-8 FOR CONSTRUCTION l?ETAILS SEE SHEETS 6-8 FOR CONSTRUCTION NOTES 10 :zo ---ec::.ALe, I" • 10' A~ FOR l"LANTIN6 AND IRRl6ATION ONL"I', INCUJDIN6 f'RcGISE LOGATION OF PLANTIN6 AREAS. ~l&ION& l•t p:>IQn c.hk. I0-1!5-02 :2nd Elon c.hk 12-02-02 !91""d pion c.hk l-2'7-09 4th pla~ o.1-ik ~-1"7--o3 ~ "'T "~"""' TM JO!!) NO. 0::Z--09:2 ACAL.!! GILLESPIE DESIGN GROUP INC. ~ CITY OF CARLSBAD jsHEml t---+---t--------------r---t----t---r---t L!_j l"LANNIN6 DEPARTMENT ~ t---+---t--------------r---t---+---r---t l A!\DSCAPr ARCl!rfECllJRE '1404 6ENE5EE AYEWE SUITE 140 LA JOLLA CALll"ORNIA '12031 ese. sse &t11 FAX 85&. 558 -'1100 DA TE INITIAL ENGINEER OF WORK DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL CONST!llUCTION l"'L.AN l'"Ol't., THE: SUMMIT (SDF" 00-li/ZC-00-11/HDP 00-19) OWN BY: __ CHKO BY: ___ , RVWD BY: PROJECT NO. 5DP 00-li DRAWING NO. 409-"IL @] -r--12" GONTROL JOINT 1/4' RAD. TOOLED ED6E 1/2" DEEP 5' O.C. UNLl:55 O~ISE NOIEO FINISH~-I"• TURF, 2" • SHRUB ARl:AS 1/4" FELT EXl"ANSION JOINT 1/4" l'tAD. TOOLED l:061: 15' O.C. UNLESS OTHERll'IISE NOll:D. CAULK TO MATGH PAYIN6 I!] eANDINdi-1 COL°"'-• J/IIIDTH AS PER CONSTRLICTION PLANS m @] CONCRETE ~ J/111•!1:1'!: 4" NOM. CONCRETE PAYIN6. GOL°"'-AND FINISH AS PER CONSTRLIGTION PLAN GOMl"ACTED ~E AS Pe1'lt SOILS 1"1:1"01'.T OGGUF!5 J/IIIDTH PEl't fl'LANS A GONGRETE PAVING SCALE, 111 • l'-011 ------1·-e•-... • ------- 11-II •• • •• I . 1<--~~'l+-1--,-----1 11 . -11 I" ~: 11 -1. . . • .....__. • 1------I i ---I 1----I I t=----11 11·.!.l ___ -,-I .,....1-... _ ~ ·-I 1----1---, -.--~-1 _____ . __ _f-11-,-,..,,,...... ""TT'rl"·. -:111=1 11=111=:, 11=1 11--~-.,..,..,..---,..,-+-I " : II r • ' ____ --1--,-,-.. '::!21•;:.1;• 1!Sa:' ' ' · · D SECONDARY ENTRY GATE: PLAN 4 (D 4" CONC. PAVING, COLOR AND FINISH PER NOTES AND LEGEND @ COMPACTED SUS-GRADE PER SOILS REPORT @ CURB 4 GUTTER REFERENCE TO CIVIL ENGINEER'S PLAN @) FINISH GRADE AT A.C. PAVING PER CIVIL DRA)l'{ING ® FINISH GRADE 2" FOR GROUNDCOVER AREAS, I" FOR TURF AREAS LANDSCAPE AREA 3' B VIE~ ~ALL --...... ELEVATION 98-11e-1/LANDARCH/PHA SEtCO'S/MEDIAN.DWG GONC. MAINTENANGE ~ALK NTS [J] 0 @) Ill @] I!] III @] [J] exexl6 CMU eLOGK J/11/ STUGGO FINISH; 6ROUT ALL GaLS SOLID. FINISH AND GOLOR PER SAN ELIJO HILLS STANDARDS 0 6fltOUT CAP: SLOPE TO DRAIN @) 114 REBAR e 16" O.C.; HORIZONTALLY el 114 REBAR e 24' O.C.; YERTICALL Y @] 114 REBAR DOll'l=LS e 24" O.G.; 40-eAR-DIAMETER LAP MINIMUM, ALTERNATE BEND I!] 115 ~AR CONT. IN FOOTIN6 TOP AND BOTTOM: HOLD MIN. 3" FROM ALL ED6ES OF F'OOTIN6 III FINISHEc> 61'.ADE @] CONCRETE F'OOTIN6 I!) COMPACTED SUB6RADE AS PER SOILS REPORT 4"X4" RAFTERS • 12"0.C. 4"xe" ~ TREATED) c>OU6LA5 FIR BEAM JIii. CHAMF'Ec> ENDS e" THIGK DOU6LA5 FIR SUl"F'ORT BLOCK e"xe" ~ TREATED) DOU6LA5 FIR POST. ATTACH TO COLUMN J/11/ (SIMPSON ceee BRACKET) AND 3/4" BOLTS. I" AIR 6AP BETJ/IIEEN J/IIOOc> ANc> CAP. NATURAL (SREY SMOOTH FINISH POURED IN PLACE GONGRETE C.AP. HEAVY DUTY SELF CLOSIN6 6ALYANIZED STEEL HIN6E5. HANDIGAP ACCESIBLE 5aF LOGKIN6 KEY LATCH (PLATED) CMU PILASTER NOTE, ® PILASTERS AT 6ATE ARE 6'-611 I@) IE) §1 2' 5G. TUeULAA ST!:EL POSTS; GORE DRILL AND SET J/IIITH POR-ROCK OR APPROVED EG!UAL I" RD. TUBULAR STEEL TOP AND BOTTOM RAIL 5/e" RD. TUeULAR STEEL PIGKETS NOTES, CONTRACTOR TO l"ROYIDE 9HOP DRAJ/IIIN65 FOR C.ONNEC.TIONS OF FE:NC-e SEGTIONS TO PILASTERS TUeULAR STEa TO HAYE A POJ/IIDER GOAT FINISH; COLOR TO BE DETERMINED BY Ol"INER AND SHALL CONFORM J/IIITH THE SAN ELIJO HILLS STANDARDS l"'ILeNAMefffl??i'? SC.ALE: 1/2" = 1 '-0" FINISH 6RAc>E/ SURFACE 2X2 "!leULAR STEa TOP AND BOTTOM RAIL IXI TUBULAA STEEL PICKETS • 4 11 o.c. 2X2 "!leULAR STEa POSTS STEa C.ARRA.s.E BOLTS NOTE, I) ALL J/IIOOD MEMel:"'5 TO RECEIVE TJ/IIO GOATS EXTERIOR 6RADE PRIMER AND TJl'IO GOATS MATTE FINISH PAINT. 2) GOLOR FOR ALL BEAMS TO BE c> .E. 106<! "JIIIA TGH TOJ/IIER" NOTE, I) 6RINc> ALL J/IIELDS SMOOTH 2) ALL T.S. TO RECEIVE TJ/IIO GOATS EXTERIOfit 6RADE PRIMER AND TJ/IIO COATS EXTERIOR 6AADE SEMl-6l.OS5 ENAMEL PAINT. 3) COLOR TO BE D.E. 106"1 "J/IIATGH TOJ/'ER'. ~IU!NAMI!!???????? SC.ALE, 1/2" = l'-O" G 2" 5G. TUeULAR STl:EL POSTS I" "'D. TUeULAR STEEL TOP AND BOTTOM RAIL !5/e" RD. TUBULAR STEa PICKETS FINISI IEc> 6RAc>E CONCRETE FOOTIN6; ~ TO DAAIN ~ COMl"ACTEc> 5U156RAc>E l.:;J AS PER SOILS REPORT NOTE, I) ALL T.S. TO 1'!:CE:IYE Ti"IO COATS EXTERIOR GoAADE PRIMER AND TJ/IIO COATS EXTERIOR SEMl-6L055 ENAMEL PAINT. 2) ENAMEL PAINT COL°"'-TO MATCH ARCH. RAILIN65. 1, e· oc.. 1, 11----MAX . __ __,,1 ....,..._ " 5' l"l~'l'???'i"?? 5' HIGH TUBULAR STEEL FENC.E SCALE, 1/2" = I '-0" CD @ 9" DIA. eAASS J?F!.AIN 5F!.ATE IN CONCRETE DECK AREAS , SEE LE<S,END) ::I" DIA. PVC. F!.15EF!.-LEN5TH AS REGUIRED @ DEEP POI.JPt ED5E v-1/N0.9 REBAR C.ONTl1'lJOU5 @ ® PRE-FORMED EXPANSION JOINT i"l,IJl'lA TEF!.F'F!.OOF C.AULKIN6 PVC. TEE-OUTLETS AS REGUIRED @ DRAINPIPE-SEE LE5END G) FINISH 6F!.ADE -MINIMUM 196 SLOPE TO DRAIN INLET @ "1596 COMP AC. TED 5L16c:,F!.ADE 4--~· ----;:==..----{[)=; __ 1 --.----• • • 2!)---,,!~"'fi'!~~;..-:..,-,..,..- @,------'=- 5 DEGK DRAIN 'AS-BUILT' TITLE---------- REVIEWED BY: INSPECTOR DATE DATE NTS ~ FOR PLANTIN6 AND IRRl6ATION ONL 'T", INC,LJJC)IN6 PBEGISE LOCATION OF PLANTIN6 AREAS. }\ll8CA G\ll""l> gj i~ * '"~--'-~;::.~!~f2.-.1.:-I * (IF CA\.\ .-ev1&10Ne IN, plan Ghk 10-19-02 2'-!Gt e:1,e11n ehk 12-02-02 er-a plan .e.hk. 1-2-r-oe ,,,_ !OT A~ TM .JOB NO. 02-oe:2 c>An, i-1"1-02 !>GALe Ae 9I IOY'lt"' ~, CITY OF CARLSBAD l[S~EOETS I t====j====t=============================t====t===jt====t===j ~ -PLANNIN6 c>EPAA™ENT . ..., I o\'dlS( ~l'I \ R( HJ fEClTR I '1-404 6ENE5EE AVEMJE 9JITE 140 LA JOLLA CALIFORNIA '12001 e58.5!56 eq-n FAX esa. 556 .cr,ae C.ONSTRIJC.TION DETAILS FOR, THE: SUMMIT (5DP 00-1'1/ZC. 00-11/HDP 00-19) l----t--+---------------1-----l----11----l----1 ASSISTANT PLANNING DIRECTOR D,._ TE INITIAL DA TE INITIAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. SDP 00-1'1 DRAWING NO. 406-"IL I' • • " 11-------14 " ilmtttttttt-----1; A POOL GATE PLAN/ELEVATION Q] 0 III El C, G BANDIN6; ll'(IDTH, GOLot'l AND @) 11-4 !lleeAR • le" O.C,. eoTH FINISH PER GONS~C.TION l"IAY-5 PLANS [!) 11-4 !lleeA!ll DOl'ELS AT 1e,• 1/:2" FE:L T EXl"ANSION JOINT; O .G.; TY"P. 6ETll'(l;EN POURS CAULK TO MATCH ADJAGE!NT PAVING<; TY"P. BETll'IEEN 12) "°AOBASE; MATERIAL 1t F'E SEPARATE POURS AND THICKNESS AS PeR SOILS REPORT FleLD GONCRE:TE; COI.Ot'l AND @] FINISH PeR GONS~TION GOMPACTE:D SUB6ft.ADE AS PLANS PER SOILS REPORT ITEM OMITTED ENHANCED VEHICULAR PAVING NTS CD FLAN<S-E MOUNTED AAILIN<S- @ ~TERLINE B" SELOl"I SOTTOM OF C.OF"IN<S V'IHITELINE DEPTH MARKER CENTERED Tl"IO SIDES 6" SC.UM BAND/POOL TILE SHALL SE CANTILEVERED POOL DEC.KINcSo 4 12' 2" @SOND SEAM G) REINFORCED ISIJNITE SHEEL 1"1/ l"IHITE PLASTER FINISH, POOL CONTRACTOR SHALL PROVIDE SHOP DV'16,'S INDIC.ATIN<S-REINFORCIN<S-AND ALL NEC.ESSARY POOL EQUIPMENT @ "T!5% COMPACTED SU66RADE _L ___ _ -11 11=111= SEE GON51"'1J(;TION F'I.ANS tf%:TI?H SPA ,, .. D NOT!!, I) ALL JlllOOD ~ TO ~IV!! Tl"IO COATS EXTE!'tlot'l ~ PRIM!:l'lt AND Tll'IO COATS MATTE: FINISH PAINT. 2) COLOR Fot'l ALL eeAMS TO eE: D.E. 106<! "l"IA TCH TOl'lll::Ft" NOT!!: I) GRIND ALL Yl::1-05 SMOOTH :2) AU. T.S. TO l"lE:C,l;IVc: Tl"IO COATS EXTl:l'tlot'l 61"lADe PRIMf:R AND TIIIIO GOATS c:XTE:RIOR 6RADE 5EMl-6L055 ENAMEL PAINT. 9) GOLOl'l TO BE D.e. 106"' 'l"IATCH TOll'tl:R'. Q] POU!II.ED IN PLACE CONC.ReTE GOPIN6; C.OL.ot'l AND FINISH PER LE6END AD.JAc.eNT PAVING< l"ER •••• ~ ·: ,. ...·~ .... 'I, ~--... • ,. .... -·· ... ·:. ": .:, • . . ;:-·,';.}_::::.y..: ;_ : ... :: -::: :--~--: ·· . . . 0 CONSTRUCTION PLANS @}J III FOAM EXPANSION JOINT; J,',1/ MASTIC. OVER, COL.Ol'l TO MATGH 9 GONCRE:TE ----1:2··---➔ a GOMPAGTE:D SUB6AADE 4" NOM. AS PER SOILS REPORT :2!" @] POOL 5H!:LL BY OTHERS @] (2) .., !lleeAR :2' C.ENTERED IN POUi'!. Ill DAL TILE 9X9 CERAMIC. POOL TILE - "C.ARl66E:AN PT:20' @] DAL TILE 9X9 CERAMIC. POOL TILE - "C.ARleeE:AN ~CTION PT:21" NOT!!, l"OOL PLASTEl'l C.OLOR TO BE l"IHITE. TILE 6~ COL.Ol'l TO BE l"IHITE. POOL COPING NTS Q] 0 III El @) @] 12) @] B1 1!£1 IE) I§ ~ 4"X4" AAFTEl't5 • 1:2"0.G. /l"RAZl=E NO. e>"T!34M ''BARK MULCH") 4 •xe,• ~ TRl:A Tc:D) DOl./6LA5 Flfll BEAM J,',1/ ROUNDED ENDS (rRAZEE NO. e>"'TSSA "5PIGENUT") e," THIGK DOU6I.A5 Flfll SUF'F'ot'lT l!ILOGK (FRAZE:E NO. e155A "Sl"'IGc:NUT") e,•xe," t'PRE55URE TRl:ATE:D) DOU6LA5 FIR POST. (rRAZEE NO. e"'TSSA "5PIGENUT") I 1/:2 X I 1/:2 TI.JeUL.AR STEEL "-AIL HEAVY DUTY SELF GL05IN6 6ALVANIZl:D STEEL HIN6E5. HANDICAP AGGESIBLE SELF LOGKIN6 KEY LATCH (PLATED) LOGKAl!ILE GANE: BOLT FINISH GRADE/ SURFACE! :2X2 TUBULAR STE:EL FRAME IXI TUl!lUL.Al't STEE!L PIGKETS • 4" O.G. STEE!L GARAA6E BOLTS FINE: 6UA6E, DEGO!II.ATIVE ll'(IFtl! MESH. SPOT ll'(l;LD. SC.ALE, 1/2" = I '-0" ~-SHOVEL C.lJT ED<S-E AT 45 DE<S-REE BEVEL/ AN<S-LE ~-~6/SEASONAL C.OLOR NOTE:, I) AU. T.S. TO Rc:GEIVE TIIIIO COATS E!XTE!lllO!ll 6RADE PRIME:R AND Tll'IO GOATS EXTE:RIOR SEMl--61-055 eNAMEL PAINT. 2) ENAMEL PAINT COLOl'l TO MATCH A!II.CH. RAILIN65. 5' I --~ ~•--.....r :2" SQ. "I\Jl!UI..A!ll STEEL FAAMe I" SG. TUl!IULAR STeL PICKETS SELF LOGKIN6 LA TGH; SET Aeove FINISHE:D SUR.FAG!!: AS PER LOC.AL GODE. KEY ReGlUIReMl::NT5 PeR Oll'(NeR. HEAVY DUTY 5PRIN6 LOADED, SELF GLOSIN6 HIN6e5 :2" 5Gt TIJeUI..AR STEEL POSTS FINISHED SURFACE: l"'ILl!!N.'IMl!!»??'i'??i" B SECONDARY POOL GATEsc.ALE: 1/2" • 1'-0 NOTE:, I) ALL T.S. TO Rc:GEIVE: TIIIIO GOATS l:XTER.IOR 6RADE PRIMER AND TIIIIO COATS E.l<TE:FtlOR 51:Ml-61-055 eNAMEL PAINT. 2) ENAME:L PAINT COL.ot'l TO MATCH AAc.H. RAILIN65. 5' :2" MAX IJ] 0 III a @] [!) 12) :2" SQ. TVBULA!ll STEEL POSTS :2" RD. TUeul.Afll STEEL TOP AND BOTTOM RAIL I 1/:2" RD . TVBULAR STE:eL RAIL I' RD. TUeuLAI'- STEE:L Plc.KETS FINISH 6AADE c.ONc.flleTI: FOOTIN6 GOMPAGTED SUB6RADE AS PER SOILS !llEPORT t???? SHOVEL GUT EDGE SC.ALE, 1-1/2"=1'-0" F POOL FENCE SC.ALE: 1/.2" = l'-0" 1)8CAp 11...,, L•\\,)SC Al'l AR< HlfFC 71 RI 4404 6ENESEE AVENJI: SUITE 140 LA JOLLA CALIFORNIA <112031 858.55.& ~ FAX 858-55.& -'11&6 !, , I iE ....,.c----1* CA\.\ flltf!Vlt!tlON& l•t. plcln e..hk. 10-19-0:2 'AS-BUILr :2nd plan ~hk 1.:z-o.:z-0.2 APflROllel:) l"Ollt PLANTIN6 ANt> DATE nn.E lfltRl6ATION ONLY", INGUJJ:>IN6 9rc:1 e:ic:an c.hk 1-:2"'1--oe REVIEWED BY: FBFC,1'SE LOCATION OF .,,,.._,. ST PLANTIN6 Afllel6. A~ TM INSPECTOR DATE JOB NO. 02-o92 C>ATI!! ""t-1"7-02 SCALI! A5!0H0v<N fSH!ITll CITY OF CARLSBAD 11s~~TS1 1-----+--+------------------11----+-----l----+----I l__'.__J. PLANNIN6 DEPARTMENT l-----+--+------------------il----+-----1----+----1 C.ONSTRUC.TION DETAILS FOR, THE: SUMMIT (SDP 00-li/ZC. 00-11/HDP 00-19) 1---+--+-------------+---+--+---+-----i ~!1-..,L_J._ _______ .S:22-0J t----+--+------------------it----+-----1----1----1 ASSISTANT PLANNING DIRECTOR DA TE l--c-=c--+-c=~+------------------il----+-----1----+----I OWN BY: __ _ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. SDP 00-li DRAWING NO. 409-"IL NOTE, CD G) l6><eXl6 CHJ PILASTER. ~ 6ROUT AI..L GELLS SOLID. '9 REINFORCED MASONRY I. Concrete block units ehall be medium l"lel9ht and comply l/lllth ASTM C"IO, 9r-ade N. Provide deep-cut bond beam unite. I) AI..L l"IOOD MEMeE1'S TO REGEIVE Tl'IO GOATS EXTERIOR 6F1.ADE PRIMER AND WjO GOATS MATTE FINISH PAINT. I-----------J0'-6"----------f e•x12" (l"RESURE TFtEATEDJ DOU61.AS FIR BEAM Jl'IITH GHAMFER CUT. ATTAGH TO l"IOOD 5P AGERS AND Jl'IAI..L Jl'IITH LM BOLTS COUNTER SINK 4 Pl..lJ6. 2X2 TUeUL.AR STEEL TOP • BOTTOM RAIL. 2. Retalnln9 l'llalle and l"lalls belol"I 9r-ade shall be 9r-outed eolld. 9. Al I cel le contalnln9 r-elnror-cln9 ehal I be 9r-outed solid. 2) GOLOFt f"OFt AI..L BEAMS TO 6E D .E. 106"1 "AA TGH T0l"E:R" c I II II I A ENTRY Y'tALL ELEVATION CD e 00x12· (PRE55URE TREATED) @) e"><e"X16" CMU BLOCK W DOU6LA5 FIR BEAM. ATTAGH TO LED65TONE VENEER; 6ROUT FILL Jl'IOOD SPACERS AND Jl'IAI..L 11111TH LAIS AI..L CELLS W VERTICAL BOLTS, COUNTER SINK $ Pl..lJ6. REINFORCEMENT SOLID. @ le"X4" D~LAS FIR SPACERS @ ALUMINUM P!'WJEC.T LETTERIN6-FONT STYLE BY OTHERS. TEXT HEl6HT TO 6E 10". AUTOMOTIVE FINISH-GOLOR TO 6E D.E. 106"! "Jl'IATGH T0Y'ER". @ SMOOTH STl/C,C,O FINISH, GOl.OR TO 6E DUNN EDY-tAl'tDS 'PHOENIX Vil.I.A' 5P2150 . D I © NATURAL 6FtEY SMOOTH FINISH PFtECAST CONCRETE GOUJMN GAP. (SHOP E-509, MODEL NO. CC-H-.24) AVAILABLE THFtOU6H CAI..IF0RNIA-PRECAST STONE "IO<f-6S1-1"11S. MORTAR SET. @ 16" SG!. CH! !"'ILASTE!lt BLOCK W CORONADO 'IDAHO' DRYSTACK STONE VENEEI'. (GOLOR ASF'l:W. INSTAI..L PER MANUFAG'T1.JRER'5 RECOMMENDATIONS. @ 114 REBAR IN AI..L 4 CORNl::RS @ -e REBAR • 16" O.C. HORIZONTALLY 4"><e" DOU61..AS FIR BEAMS. CORONADO 'IDAHO' DRYSTACK' STONE VENEER (COLOR, ASPEN). INSTAI..L PER MANUFACTURER'S RECOMMENDATIONS. SMOOTH STUCCO FINISH, DUNN EDJl'IARDS 1'"HOENIX VILLA' 5P2'750. ALUMINUM PRO.ECT LETTERIN6-FONT STYLE BY OTHERS. Tf!:XT HEl6HT TO 6E "I". AUTOMOTIVE FINl5H-C.OLOR TO eE D.E:. 106"1 "YiATCH TOY'ER". @ NATURAi.. ~ SMOOTH FINISH PFtECAST GONc.RETE COLUMN GAP. (SHOP E-509, MODEL NO. GG-H-24) AVAILABLE THROU6H GAI..IFORNIA-PREGAST STONE <fO"l-651-1"118 2X2 TUeUL.AR STEEL FFtAMe TOP e MIDDLE Ac.CENT. IXI TUBUI.AR STEEL PIGK!:TS • 4" O.C,. @ IXI TUBULAR STEEL AGGl::NT PICKETS (NoTE, MIDDLE 2 PICKETS PER EAGH SECTION) FINISH 6FtADE .2X2 TUBULAR STEEL POSTS POURED-IN-PLACE, NAT. 6RAY, SMOOTH FINISH CONCRETE Jl'IAI..L CAP. CHAMFER TOP I' AT 4!5d AN6LE. NOTE, I) 6RIND AI..L !'El.PS SMOOTH 2) AI..L T.S. TO RECEIVE Tl'IO COATS EXTERIOR 6RADE PRIMER AND Tl"IO COATS EXTERIOR 6RADE SEMl-6l.055 ENAMEL PAINT. 8) COLOR TO 6E D.E. 106"1 "Jl'IATCH To~•. SC.ALE, 1/2" • l"-0" POOL AND SPA NOTES 4. Immediate!~ after 9r-outln9, consolidate 9r-out uelng mechanic.al vrbr-atrn9 equipment. Rodln9 1"1111 not be accepted. S. Mortar shall consist or one part Portland cement, 9 1/2 to 4 part eand based on dry loose volume, and not lees than 1/4 part nor more than 1/2 part llme. 6. Grout shall be 2,000 1"51 minimum, pr-oppor-tloned I cement, 9 eand, 2 pea 9r-avel. i. RelnPor-clng shall comply l"llth ASTM A6l!5, 9r-ade 40. Lap 40 dlameter-s. e. All etucco l'llalle shall be l'l!ater-sealed l"llth thirty (90) days of stucco c.olor- c.oat. Al I stucco shall match architecture In color and rlnish, except as noted. METAL FENCING/ GATES I. Fencing shall be seamless steel tubing, grade e, c.onPor-mlng to ASTM ASll-61. RePer-to plane for galvanized or pol"lder-coating. 2. Landscape Contractor-shall secure all field mea&IJl"ements required for-proper-and adequate fabr-lc.atlon and Installation. 9. Fencing and gates shall be fabricated and assembled In the shop to the greatest extent possible. 4. All l'l!elde and other connec.tlone exposed In the Finished l"lor-k shall be ground and dressed smooth and so that the shape and pr-oPlle of the Item l"lelded le preserved. S. Gates ehall receive heavy-duty spring loaded hinge aeeembllee l"lith ee1P-latc.hln9 har-dl/llar-e. 6. Refer to notes For Plnleh. All euriaces may be prime coated l/lllth eynthetlc, r-uet-lnhlbltlng primer or galvanlzed or pol"!der-coated. Final finish shall be eiec.tr-oetatlc.ally applied of tl'l!o (2) coats of a lusterless alkyd enamel. See plan For color. i. All gate& ehall be ee1¥-c.lo&ln9 l'l!lth eteel stops. I. All pool and spa construction shall be In conf'ormance l'llith local and state codee. Contractor shall be responsible for obtaining all health and any other required permits and the structural and equipment detailing required to obtain these permits. 2. Contractor shall submit shop draY11ings shol'lllng pool and spa depth, construction and equipment locations f'or lc:indscc:ipe architect's revlel'II prior to construction. 9. Pool contractor shc:il I coordinate inetc:il lc:itlon of' equipment and piping Y11lth the general contractor. See construction plane f'or-location of' pool, spa and fountain equipment. 4. Contractor to submit as-built drc:il'llings of' al I piping along l'lllth a complete 6 1-1011 @ #8 REBAR• 16"0.C.; HORIZONTALLY G) E REE5AR • .24"0.C.; VERTICAi.LY ~ -.:, REBAR DOl'ELS e24"0.C., ',el 40-BAR DIAMETER LAP MINlt-01, Al.. TERNA TE BEND. 5•-e·- VAR. AT ENTRY 6A,'!'e';i:I @ (e) 114 REBAR (!!OTH Jl'IA YS HORIZONTAI..L Y) IN FOOTIN6; equipment list to the landscape architect c:it the completion of' l'IIOrk. 5. Contractor shall protect c:idJacent l'llork and materials, remove all rubbish and accumulC1ted mC1teriC1ls and leave l'IIOrk In clean, orderly and acceptable condition. 2'-6" @ (9) E REBAR CONT. IN FOOTIN6; HOLD MIN. S" FROM AI..L ED6E5 OF FOOTIN6. @) FINISH 6RADE ® GONCRETE FOOTIN6 @ GOMl"ACTED 5IJe6FtADl!: PEI'. SOILS REPORT @ POURED-IN-PLACE, NAT. 6RAY, SMOOTH FINISH CONCRETE JIIIAI..L GAP. CHAMFER TOP I'. HOLD MIN. OF S" FROM AI..L ED6E5 OF FOOTIN6. @ FINISH 6RADE: G) GONCRETE FOOTIN6 @ COMPACTED 5U66AADE PER SOILS REPORT B SECTION A SC.ALE, 1/2" • I '-0" C, PILASTER SC.ALE, 1/2" • I '-0" c,RADING AND DRAINAGE NOTES I. All eur-Pac.e dr-a1na9e to be al"lay Prom all Pootlnge, Poundatlone and b1Jlldln9 l"lalle at minimum of' 2%. 2. Cr-oee elope l"lalks and paving 2% minimum, unless othel"l/lllee noted. S. Sur-face slopes shall be a minimum oP 2% to dr-alne In all planting area&. 4. Specimen tr-eee shall be In place prior-to lnetal latlon of dr-aln line. S. Round toes and edges of all elopes. Contour elopes bell/Ileen l'llalks and bulldlnge. Drain el/llalee ar-e to be Installed betl/lleen base of' elopes and l/llalks, pavin9 and bulldlnge. 6. Refer-to Civil En9lneer-dr-al/lllnge for all grades and lnPor-matlon. Yer-lPy on-site and r-epor-t dlec.r-epanc.lee to Civil Engineer-before start of' any I/IIOr"k on this c.ontr-ac.t. i. Coneult Ol/llner-for FS oP entr-y etoop In r-elatlon to FF oP bulldlng. Entr-y stoop to be a minimum of I" belol'I etucco screeds. e. Contr-ac.tor-shall eneur-e that earth moundln9 does not Interfere l/lllth &l/llalee depicted on clvll engineer's 9r-ad1ng plan. <!. Maintain 12" cover over all drain lines. CARPENTRY I. All lumber ehall be Douglas fir, No. 2 grade or better, unless other-l"ll&e indicated. 2. All lumber shall be milled, r-esal'l!n, unless other-l'l!iee Indicated. 9. All c.onnec.tor-s, anchor& and ac.c.eeeor-lee, lnc-ludin9 naile, shall be fabricated etr-uctur-al steel and shall be hot dipped galvanized. 4. Al I euriac.ee shall be painted I'll Ith one (I) coat of exterior-primer and ll/llo (2) coats of' l"!eather--r-eeletant Alkyd enamel. Color finish shall be as Indicated on plane. 5. All gatee shall be eell'-c.loerng l'llith eteel stope. 6. Install l"IOOd Piller to fill all Tmper-!'ectlone on all pr-eeeur-e treated l'l!ood member-e prior-to priming or-painting. TillE I. Concrete shall have a minimum compr-eserve strength In 28 daye oP 2;!500 PSI. Cement shall be type I. 2. Reinforcing shall comply l"llth ASTM A615, grade 40 or to notes on detalle. 9. No pipes or-due.ts shall be placed In c.oncr-ete columns, l"lolle or slabs unless specific.ally detailed. 4. Relnf'or-clng detalllng ehall conform to the Concrete Reinforcing Steel Institute "Manual of Standard Pr-ac.tlc.e," latest edition. S. Reinforcing, anchor bolt& and all other embedded Items &hall be securely held In position prior to plac1n9 concrete. 6. J/llalle and columns shall be dol"!eled Pr-om euppor-te l"lith bar-e of the same size and spacing. i. 5plic.e continuous r-elnPor-clng l"llth 40 diameter-& minimum lap. e. All expansion Jolnte shall receive 1/2-lnch pre-molded felt mater-Tai and Installed l'llher-e Indicated, and at all biJlldinge, l"lolle and fixed Improvements. "I. All Expansion Joints shall receive 1/2-lnc.h thick eealln9 compound. Color to match adjacent eur-Pace color-. 10. All concrete l"lalks and concrete ac.r-oee drives ehall receive a medium broom Pfnleh, unless other-l'l!l&e Indicated. II. Contr-ol Jolnte shall be tooled 1/4-lnch l"lide ~ 1/4-lnch deep ae indicated. 12. ..-ieakened plane Joints shall be 1/4-lnch l'lllde ~ 1/2 slob thickness deep. 'AS-BUILT' Af'F'ROVED !'"OR F'LANTIN6 AND DATE IRRl6ATION ONL 'I', INCLUDIN6 REVIEWED BY: PBEGISE LOG,ATION OF' F'LANTIN6 AFU=AS. INSPECTOR DATE 6. The Contractor shall leave the entire plumbing system Installed In this contract in proper Y11orklng order and shall l'llithout additional charge, replace any Y11ork or material V'lhlch develops defects, expecting ordinary !"lear and tear, l'lllthln one (I) ':fear or the date of acceptance by OV'lner. i. 8. Pool plaster shall be V'lhlte, unless otherl"llse noted. Tile f'or 6" minimum (see elevation) pool scum band to be 9" chlorine resistant glazed tiles l'llith l'llhite grout, unless otherl"llse noted. Tile for b" spa scum band to be 6" chlorine resistant glazed tiles l"lith V'lhite grout (colors to be selected by IC1ndscC1pe architect at time of' Installation.) q_ Filters for pool and spa shall be Fiberglass reinforced plC1stlc, high/rate sand fliers (51'111mquip HR.5 series or approved equal) .. 10. Heater shall be 625K BTU rC1ted f'or pool, 999K STU f'or spa. II. Chlorinc:itors f'or pool and spa shall be R.c::llnbol"l T-92O or-Cipproved equal. 12. Skimmers shall be c.ommerclc:il type V'lith float and check VC1lve, I 1/2" thread (SY11imqulp HRS series or approved equal). 19. Returns f'r-om FIiters/heater shall be as FolloYlls, pool -1e," belo!"l Y'later-level and 5' minimum from skimmer, 10' minimum separation. Spa -12" minimum belol"l V'IC1ter level and 5' minimum Prom skimmer. Flol'II meters For pool and spa shall be blue- V'lhite F-900 or approved equal. 14. Pool pump and llghts shall be on separate 24-hour timers. 15. Spa shall hC1ve one 2 HP Jet booster pump l'lllth Jets ae shol'lln on detC1ll. Jet shall be adjustable For direction. Vary height of spa Jets and spa bench f'or a varlet':! of Jet elevatrons. ~l~ION~ l&t pion c:.hk 10-19-02 2nd !;!lcri c:.hk 12-02-02 ~ plan c.hk. l-:2"T-09 ~ l!lT A.-.-ov= TM .JOB NO. 02-oe.2 c>Aff! "T-1"7--02 ,OC.AL" AS !!,HOJIICN ~1 CITY OF CARLSBAD II SHEETS I t----t--t----------------t---r--1r---r---t ~-PLANNIN6 DE:PARTMENT _ 90 t----+--+---------------1----+----ir---+----I 1 ~'\:)sc·\p1· ~R( HI f'FCl I Rf 4404 6ENE5EE AVENJI: SUITE 140 LA JOLLA CALIFORNIA q:2031 !lse-556 &ITT FAX e56-556 .q1ee CONSTRUCTION DETAILS t NOTES FOR: THE: SUMMIT ($DP 00-l'i/ZC OO-11/HDP 00-IS) t---+--t-------------+--+--+---+--1 l>Cola"'-,,,L.J.£.l&... _______ s=z2--0J l---+--+---------------l---+---11----1---1 ASSISTANT PLANNING DIRECTOR DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CllY APPROVAL OWN BY: ___ , CHKD BY: ---i RVWD BY: PROJECT NO. $DP 00-l'i DAlE DRAWING NO. 4O9-"IL ' I • I <t. "' l:G l:G . 9: r ' i I, ~---.. . . ·-·-· .. l:G -A l:G I . . 2"0.C. 2"0.C,. -' -.. -.. -· -· ·---------ii ! -----,.-.cc• .. "1B'.b_ ---·-l I t-El.,.-r-I .. I I --· ' ' t, '-2M - I .,... --I ---r_ - 5' I ~~':= i I-' I I H~k-_·-I -' I -.. -~• -I -::.:: ' I ' 8 ' L f-1:-' i j . b ' j -- • --i 11 11 ' .. -... .rr:_11 -~ --_,, __ -, I 7 , • --···· ·;,¢;:;·· I [J] -I 0 e, NATURAL cSolltEY' ~ FINl5H 1"1'teCAST C,ONG!lll:1'!; COLUMN C.AP. (5I IOF E-!503, MODEL. NO. CC.-H-24) AVAIL.A6L.E THROL/6H GAL.IFORNIA-PREGAST STONE "IO"l-6!5i-i'116. MORTAR 5ET. It>" SG. C.MU PIL.A5Tat BL.OGK. 61'0UT FIL.L. AL.L. GEL.IS SOL.ID. AF'PI... 'r' ~ 'IDAHO' PRYSTAGK STONE VENEER (COL.OR A5!"EN.). IN5TAL.L. PER MANUFAG71JRER'5 RECOMMENDATIONS. 114 REeAA IN AL.L. 4 c.oRNER5 .., REeAl'l • It>" O.G. HORIZONTAL.L. 'r' (3) .., l"EBAl'l (eOTH l'IA'r'5 HORIZONTAL.L. 'r') IN FOOTIN6; HOL.D MIN. OF 9" Fll!OM AL.L. 8'6E5 OF FOOTIN6. II) GONG1'ETE l"OOTIN6 [I) GOMPAGTED Sle6RA1'E l"!!i'l !50IL.5 REPORT @] C,ONC,1'ETE ~ AND cSIJTTER AS F'eR CIVIL. EN61NEER'S PL.ANS 13) FINI5H 6RAC)E/51JRFAGE CONTRAGTOR 5HAL.L. PROVIDE STRUGTURAL, MECHANIC.AL. AND EL.ECTRIC.AL. 5HOF C)RAJl'IIIN<S,S FOR THE MOTORIZED 6ATE S'r'STEMS TO THE Ol'INER ~IOR TO CONSTRUGTION AND PEl'tMITTIN6. ITEMS 5HAL.L. INCL.UDE SIJT ARE NOT L.IMITED TO, KNOX 60X/L.OGK/AUTOMATIC. OPENER FOR FIRE/EMS ENTRY, <S,ATE MOTORS AND A550CIATED HARDJl'i.ARE, EL.ECTRIC.AL. SERVICE, TEL.EPHONE KEY PAD AND POSTAL. SERVICE ENTRY -411 - ~~ ' ' i I -··· -· -... _, __ -- 28' (t:_ 10 12 rl:ill '\ r@1 ' I I ' ·~ -. ,. .. :.:.. ----· ' ~ 2x2 SG. TIJeUL.AR STEEL. <S,ATE FRAM!: lxl SG. TU6UL.AR STEEL. HORIZONTAL. RAIL.5 2x2 SG. TIJeUL.AR STEl:L. C.l:NTEft VERTICAL. AGCE!NT PICKET lxl SG. TU6UL.AR STEEL. PIC.KET5 4x4 STEEL. POST FOR ATTACHMENT OF <S,ATE. ~T FIL.L. SOL.ID. SEE SHOP 1'RAI/IIIN65 FOR STIIWGTIJRAL. INFO. AND CONNECTORS . HEAVY DUTY, <S,Al.VANIZEC) STE:a HIN<S,!S 1"'E1'. 5HOF i,~. NOTI:, I) 61'tlND AL.L. l"EL.C)5 !SMOOTH 2) AL.L. T.S. TO RECEIVE Tl'IO COATS EXTERIOR 6RADE ~IMER AND Tl"IO COATS EXTERIOR 6AADE SEMl-6L.OSS ENAMf:L. PAINT. 9) COL.OR TO 6E D.E. IOt>'I "l'IATCH TOl'IER". A VEHICULAR EMERGENCY ACCESS AND EGRESS GATES , . ' ~ I ( . . -··-J;;t,;_ ___ :J . -~-: i::.: --i": '--. -··-.. --- ~--; ---:'L~ - ' -~---..:::..::~1 ... t:.,..~-_.::.-i::: -. t,•-2• a· (MIN) '1 ' i I ' r ' I I 1 I I I ·{ : ' ' (rB -, - I I SC.ALE, 1/:2" = 1'-0' I \'\I )SC \ Pl" -\RCIJI fl Cl l'RI Cl-404 6ENl3EE AVl:t-t!: !:AJITE 140 LA J?LLA CALIFORNIA Cl20:31 858.556 &m FAX 858-556 .cr,ee ~1910Ne l•t plan Ghk. 10-19-02 :2nd e:ICffl e.hk. 12-0:2-0::Z erd e:tcn G.hk. 1-2"1-oe ~ 19T A~ TM .JOB NO. 02--0S:2 C>ATI! "'7-11'-02 !>C-AI..I! A,9, 9>HO.,....,_ ~===t==~======================t==jt==±===±==j ~I I CIT!,.,~! J..¾~BAD 11 S~TS I C.ON5TRIJC.TION DETAILS FOR, THE: SUMMIT (SDP 00-1'7/ZC, 00-11/HDP 00-IS) "'--------.s=-22-93 t=;;;=t~;~;+=============================t~===±====t====t===] ~A~S~Sl~S~TA~N::::T_=:_P=:_LA=:_N=:_N::::IN~G::::::D:::IR~EC~T~O~R~~==;-;==~D~A~TE~ I DATE INlllAL DATE INlllAL DWN BY: PROJECT NO. DRAWING NO. ENGi REVISION DESCRIPTION DATE INlllAL CHKD BY: __ _ A , NEER OF WORK OTHER APPROVAL aTY APPROVAL RVWD BY: SDP 00-li 40S-"IL CONSTRUCTION 5FECIFICATION5 PORTLAND CEMENT CONCRETE PART I -GENERAL I .I RELATED DOCUMENTS A. DraJMlngs and general provisions of Contract, appll:l to this section. 1.2 SUMMARY A. Extent of Portland cement concrete paving Is shoJMn on drav-ilngs, lnc.ludlng curbs, gvtters, l"lalk!Mays and pavement. 6. Prepared subbase Is specified In drav-ilngs. 1.9 5U6MITTALS A. Provide samples, manvfac.turer's prodvc.t data, test reports, and mat6rlals' c.ertlflc.atlons as required In referenced sections for c.onc.ret6 and Joint fillers and sealers. 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply v-ilth local governing regulations If more stringent than herein specified. 1.5 J06 CONDITIONS A. Traffic. Control, Maintain access for vehlc.ular and pedestrian traffic. as required for other c.onstruc.tlon ac.tlvltles. PART 2 -PRODUCT 2.1 MATERIALS A. Forms, Steel, V'lOOd, or other suitable material of !>lze and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of' distortion and def'ec.i:5. I. Use flexible spring steel forms or laminated board!l to form radius bends as required. 2. Goat forms l"lith a non-staining form release agent that l"lill not discolor or deface surface of cone.re te. 6. Re!nforc.lng Bars, Deformed steel bars, ASTM A 615, Grade 60. C. Liquid-Membrane Forming and Sealing Curing Compound, Comply !Mith ASTM C 90"!, Type I, Class A unless other type acceptable to Architect. Moisture loss no more than 0.055 gr./sq. cm. v-ihen applied at 200 sq. ft./gal. a. Products, 5vbjec.t to compliance l"llth requirements, provide one of the follol"lln9, "Epoxtlte"; A.C.. Horn "Edoc.o 2118 Epoxy Adhe!>lve"; Edoc.o Tec.hnlc.al Prod. "Slkad1.1r HI-Mod"; Slka Chemic.al Co. "Patch and Bond Epoxy"; The 61.1rke Co. "Sure-Poxy"; Kavfman Products, Inc.. 2.2 C.ONGRETE MIX, DESIGN AND TESTING A. Design mix to produce normal-l"lelght concrete c.on!>lsttng of Portland cement, aggregate, !"4ater-reduc.Jng or high-range v-iater-reduc.lng admixture (superplastlc.Jzer), air-entraining admixture, and JMater to produce the follol"ling properties, I. Compre!lslve Strength, 9000 p!>l, mlnlm1.1m at 28 days, unless otherJMlse Indicated. 2. Slump Limit, 8 Inc.hes minimum for concrete containing high-range v-iater-reduc.lng admixture (superplastlc.lzer) 9 Inc.hes for other concrete. 9. Air Content, 5 to e, percent. PART 9 -EXECUTION 9.1 SURFACE PREPARATION A. Remove loose material from compacted subbase surface Immediately before placing concrete. Proof-roll prepared subbase surface to check for 1.1nstable areas and need for addltlonal compaction. Do not begin paving !"4ork 1.1ntll such conditions have been corrected and are ready to receive paving. 9.2 FORM CONSTRUC.TION A. Set forms to required grades and lines, braced and sec.vred. Install Form!> to alloJM continuous progress ol' JMork and so that Forme can remain In place at least 24 hovrs al'ter conc.rete placement. 6. Check c.ompleted PormJMork For grade and alignment to Follol"llng toleranc.es, I. Top of form!> not more that 1;e, Inch In 10 Feet. 2. Vertie.al Fac.e on longltudlnal ax!!>, not more than 1/4 Inch In 10 Feet. G. Glean forms after eoc.h use and coat v-1lth Form releaee agent ae req1Jlred to ensvre separation from concrete l"litho1Jt damage. D. Slope step treads at 1/4 Inch per Poot to drain. 9.9 REINFOi;_e,EMENT A. Loe.ate, plac.e and s1Jpport relnforc.ement as spec.lfled In dral"llngs. C. C.onstrvc.tlon Joints, Plac:.e c:.onstrvc:.tlon Joints at end of plac:.ements and at loc:.atlons l'lhere placement operations are stopped For more than 1/2 hour, except v,ihere euc.h plac.emente terminate at expansion Joints. D. Expansion Joints, Provide premolded Joint Filler for expansion Joints ab1Jtt1ng concrete c1Jrbs, catch basin!>, manholes, Inlets, strvc.tures, v-1alks, and other fixed objects, 1Jnless otherv-1ise Indicated. I. Loe.ate expansion Joints as Indicated on drav-itngs. 2. Extend Joint FIiiers f1JII JMldth and depth of Joint, not less than 1/2 Inch or more than I Inch beloJM Finished s1Jrl'ace v-ihere Joint sealer Is lndlc.ated. 9. F1Jrnlsh Joint fillers In one-piece lengths for fvll 1"4ldth being placed !"lherever possible. Y'lhere more than one length Is req1Jlred, lace or clip Joint Filler section together. 4. Protect top edge of Joint filler during concrete placement !Mith a metal cap or other temporary material. Remove protection after c.oncrete has been plac.ed on both sides of Joint. 9.6 CONCRETE FINISHING A. After striking-off and c.onsolldattng concrete, smooth surfoc.e by sc.reedlng and Floating. Use hand methods only v,ihere mec.hanlc.ol Floating Is not possible. Adjvst Floating to c.ompac.t svrfae,e and produce uniform texture. 6. After Floating, test surface For tr1Jenees !Mith a 10-Ft. etralghtedge. Dlstrlbl.lte concrete as reqvired to remove surface lrreg1Jlarltles, and refloat repaired areas to provide a c.ontln1Jo1Js smooth finish. G. Y'lork edges of slabs, gvtters, back top edge of c.1Jrb, and Formed Joints JM!th an edging tool, and round to 1/2-radlus, 1.1nless otherJMlse Indicated. Eliminate tool marks on concrete svrface. D. After completion of floating and 1"4hen excess molst1Jre or eurface sheen has disappeared, complete trol"lellng and l'lnlsh surfac.e as Fol lov-1s, I. Broom Finish by drav-11ng a Pine-hair broom acros!> concrete surface perpendlc.1Jlar to llne of traffic. Repeat operation IF required to provide a Fine line texture acc.eptable to Landscape Architect. 2. On Inc.lined slab surfaces, provide a coarse, non-sllp Plnlsh by sc.orlng s1Jrface v-1lth a stlff-brlstled broom, perpendlc.vlar to line of traffic. E. Do not remove Forms for 24 hours after concrete has been placed. After form removal, clean ends of Joints and polnt-1.1p and minor honeycombed areas. Remove and replace areas or sec.tlons l"lith major defects, as directed by Landscape Architect. 9.i CURING A. Protect and G1Jre Finished concrete paving. Use membrane-Forming c1Jrlng and sealing compound or approved moist-curing methods. I. Avallable Frod1Jcts, Subject to c.ompllance v-1lth req1Jlrements, prod1Jcts 1"4hic.h ma~ be Incorporated 9.4 CONCRETE PLACEMENT 6. Antlspalllng Treatment, Apply treatment to c.onc.rete svrfac.es no sooner than 28 da~s aFter placement, to cleon, dry concrete Free oF oil, dirt, and other Foreign material. Apply c.1Jrlng and sealing compound at a maximum coverage rate of 900 5.F. per gallon. Appl~ antlspalltng compovnd In 2 spra~ed applications. First appllc.atlon at rate ol' 40 sq. ~ds. per gal.; second application, 60 sq. yds per gallon. AlloJM complete drying betv-1een applications. In the v-iork lnc.l1Jde, b1Jt are not limited to, the FolloJMlng, 2. Products, Svbjec.t to c.ompllanc.e !Mith requirements, provide one of the follov-ilng, "Masterseal"; Master 6ullders "A-H 9 Y'lay Sealer"; Anti-Hydro ~terprooflng Co. "Ec.oc.ure"; Euclid Chemic.al Go. "Clear Seal"; A.C. Hom "J-20 Acrylic. C1.1re"; Dayton Svperlor "Sure Cure"; Kaufman Products, Inc.. "AR-90"; Y'l.R. MeadoJM!> "Spartan-Cote"; The Burke Go. "Sealkure"; Toc.h Div. -Carbollne "Kure-N-Seal "; Sonneborn-con tech. "Polyclear"; Upc.o Ghemc.lal/lJSM Gorp. "L4 M Cure"; L 4 M Gonstr1.1c.tlon Chemc.Jals "Klearseal"; Setc.on Industries "LR-152"; Protex lndvstrles "Hardtop"; Gifford -HIii 9. Bonding Compound, Polyvinyl acetate or oc.ryllc. base, rev-iettoble type. I. Available Products, 51.Jbjec.t to compliance !Mith requirements, products JMhlch may be Incorporated In the v-iork Include, but are not limited to, the fol lol"4tng, "J-40 Bonding Agent"; Dayton 5vperlor Gorp. "~ldc.rete"; Larsen Products "lntralok"; Y'l.R. MeadoJMs "Everbond"; L 4 M Construction Chemicals "Euc.oY'leild"; Eve.ltd Chemic.al Co. "Hornv-1eld"; A.G. Horn "Sonoc.rete "; Sonneborn-C.Ontech "Acrylic. Bondc.rete"; The Burke Go. D. Epoxy Adhesive, ASTM C, 881, 2-c.omponent material s1.1ltable for use on dry or damp svrfac.es. Provide material "Type", "Grade", and "Glass" to suit project requirements. I. Available Prodvc.ts, S1Jbject to c.ompllanc.e v-ilth req1Jirements, prodvc.ts l"lhlc.h may be Incorporated In the v-iork lncl1Jde, but are not limited to, the follol"llng, A. Do not place concrete 1.1ntll s1Jbbase ond Forms have been c.hec.ked for line and grade. Moisten S1Jbbase If req1Jired to provide a 1Jnlform dampened condition at time concrete is placed. Do not plac.e1 concrete around manholes or other str1Jc.t1Jres until they are at required Finish elevation and alignment. 6. Place concrete by methods that prevent segregation of mix. Consolidate concrete along Fac.e of Forms and adjacent to transverse Joints JM!th Internal vibrator. Keep vibrator av-1ay From Joint assemblies, reinforcement, or side Forms. Use onl~ sqvare-Pac.ed shovels For hand-spreading and consolidation. Consolidate v-ilth c.are to prevent dlsloc:.atlon of reinforcing, dov-1els, and Joint devices. I. Use bonding agent at locations v-ihere Fresh concrete Is placed against hardened or partially hardened concrete surfac:.es. 2. Deposit and spread concrete In a contln1.101Js operation betv.een transverse Joints as far as possible. If' 1nte1rr1Jpted For more than 1/2 hour, place a c.onstr1Jctlon Joint. S. l"lhen adJac:.ent pavement lanes are placed In separate po1Jrs, do not operate eq1Jlpment on c.onc.rete until pavement has attained sufficient strength to carry loads 1Mltho1Jt lnjur~. S.5 JOINTS .A. 5eneral, Construct expansion, v-1eakened-plane (contraction), and c.onstructlon Joints true to line 1"4ith face perpendlc.vlar to svrFac.e oF concrete. Gonstr1Jc.t transverse Joints at right angles to the centerline, unless otherJMlse Indicated. I. Jlllhen Joining existing str1Jct1.1res, place transverse Joint to align v,ilth prevlo1Jsly placed Joints 1Jnlees other1"4lse Indicated. 6. Y'leiakened-Plane (C.ontrac.tlon) Joints, Provide l'leakened-plane (c:.ontrac.tlon) Joints, sectioning concrete Into areas as shov,in on drav-11ngs. Construct v,ieakened-plane Joints for a depth equal to at least 1/4 concrete thickness, as Fol lo1"4S: I. Tooled Joints, Form v-ieokened-plane Joint In Fresh concrete by grooving top portion with a recommended c.1.1ttlng tool and Finishing edges 1"4ith a Jointer. l.'11\l)S(" 11'1 'li<lHIIHIIRI 9.8 REPAIRS AND PROTECTIONS A. Repair or reploc.e broken or dePec.tlve concrete, as directed by Architect. 6. Drill test cores l"lhere directed by Arc.hltec.t JMhen nec.e!!lsary to determine magn1t1.1de of cracks or defective areas. FIii drilled core holes In satlsl'actor~ pavement areas l"lith Portland cement concrete bonded to pavement !"lith epoxy adhesive. G. Protect concrete From damage until acceptance of V'lork. Exclvde traffic. from pavement For at least 14 days after placement. Y'lhen constr1Jc.tlon traffic. is permitted, molntaln pavement as clean as possible by removing surl'ace stains ond spillage ol' materials as the~ occur. I. Sv-ieep concrete povement and !"lash Free of stains, dlsc.oloratlons, dirt, and other Foreign material just before l'lnal Inspection. END OF SECTION 'AS-BUILT' TlltE REVIEWED BY: INSPECTOR DATE DATE A~ !"'OR PLANTIN6 ANO ll'R16ATION ONLY, IN(;LIJDIN6 f"BEC:ISI; LOCATION OF PLANTIN6~. 'I\DSCAp <,\ 11-,.l ~19IONe let E:lon c;.t,k 2nc::I e:ian Q'tk. &-d plan c:.hk .,,.,..,,.,,. A~ J09 NO. t:>ATe SC.AL"' iE 10-15-02 1:Z-0:2-02 1-.2"7--oe 5T TM 0:2-o9.2 1-1-r-02 -""'OY<N ~, CITY OF CARLSBAD 1,s~;TSj ~=====~====~================================~====~====~~====~====~ L.'.'.:::'....J . l"LANNIN6 t?El"AATMENT . CONSTRUCTION SPEC.IFIGATIONS FOR, THE: SUMMIT ($DP 00-1"1/ZC. 00-11/+-IDP 00-19) q404 6ENESEE AVEMJE SUITE 1-40 ..16!,~~w_ _______ S--»-03 LA JOLLA C,Al.ll'ORNIA '12031 1----1---,-+----------------1-----1---+----+----I ASSISTANT PLANNING DIRECTOR DATE $6 · 556 &111 t----:-OA,-:TE:-l-lccNl=ll""AL,-+----------------t----0-ATE--+-INI_TI_A_L-+--O-ATE--+-IN_ITI_A_L-I FAX est,. 55e .qr,;e ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL aTY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:---• SDP 00-1"1 409-"!L RVWO BY: (1 ;;., I,'! <O APPROVED FOR PLANTlNe AND IRRl6ATION ONLY', INC.UJDINe f'REC,ISE LOCATION OF PLANTIN6 AREA9. 54' 2' 2' 10 .,62' '-l Q MATCHLINE -SEE SI IEET 12 J;,7 II 'AS-BUILT' ;//(,1,._ ~ /-/&·07 -• ,:p,,, TITLE ~1. -~ I DATE REVIEWED [' rt¥). _ L:,, ~-tt-I· l<J,.-,<:>"'7 INSPECTOR DATE ;s• 40 41 ~-~r--- 42' I&' 2' 2' . II) . II) • "'::r-11t==-===~=i!l h '+---f',,f----=~=-+~,,. :l 1), ' Sweeney & Associates, Inc. JrrlC11atton Dealen & Coneultlng 38730 Skr Canyon llrlwo, Suite C ,~tiQ:'\ Murrieta, CA 02583 ~ ~ pt1, ---Fu.-· . E-mell:: lneeney1@urthftnk.net ., & 0 1 ,: o + SEE 5HEET 14 FOR IR.RliSATION LEiSEND SEE 5HEETS 16-li FOR 11'<.RliSATION DETAILS SEE 5HEET 15 FOR IRRliSATION CALCS. SEE 5HEETS 18-l'i FOR IRRIGATION SPECS. . \ \ '- . (1 II) " 33 !' 2' IAAhSATION NOTES AU. LOC-AL MUNICIPAL AND STATE LAl-lS, RULES AND ~ATIONS cSOVERNIN.S OR f<EL.ATIN6 TO ANY PORTION OF THIS i--ioRK ARE HERE6Y INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHAU. 6E CARRIED OUT 6Y THE CONTRACTOR :2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTIN<S UTILITIES, STRUC,TUR!:S AND Sl:RVIC.ES 61::FOR!: COMMENCIN6 HORK. THE LOC-ATIONS OF UTILITIES, STRUCTURES AND 5£:RVIC.eS SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISC.REPANC.11:S El~ THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL 6E REPORTED TO THE OY'INER'S REPRESENTATIVE. S THE CONTRACTOR SHALL 06TAIN THE PERTINENT EN<SINEERINe OR ARCHITEC.11.JRAL PLANS ElEFOR!: 6E61NNIN6 l-'40RK. 4 THE CONTRACTOR SHALL 06TAIN ALL NEC.ESSARY PERMITS REGUIRED TO PERFORM THE ~K INDICATED HEREIN 6EFORE ElE<SINNINe ~- 5 THIS DESl<SN IS DIA<SRAMMATIC.. ALL EGUIPMENT SHOWN IN PAVED AREAS IS FOR DESI.SN CLARITY ONLY AND IS TO 6E INSTALLED Y'IITHIN PLANTIN<S AREAS. 6 DO NOT Y'IILLFULL Y INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS Y'IHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT veRE NOT EVIDENT AT THE TIME THESE PL.ANS ~PREPARED.ANY SUC,1-1 CONDITIONS SHALL 6E 8ROU6HT TO THE ATTENTION OF THE OY'INER'S REPRESENTATIVE PRIOR TO ANY l'-IORK OR THE IAAI.SATION C.ONTRAC.TOF1. SHALL ASSUME ALL RESPONSl61LITY FOR ANY FIELD c.HAN<SES DEEMED NECESSARY ElY THE OY'INER. ; INSTALL ALL EGUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL 6E RESPONSIE!LE TO COMPLY l'IITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR ElOTH EGUIPMENT AND INSTALLATION. I!> ACTUAL LOC-ATION FOR THE INSTALLATION OF THE 6AC.KFLOW ffiEVENTER AND THE AUTOMATIC. CONTROLLER IS TO 191: DETERMINED IN THE FIELD 6Y THE OWNER'S AUTHORIZED REPRESENTATIVE, AND CITY BAc.KFLOl'l SPECIALIST 4S2,.21:2:2.il5:2 <4 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT l'll!'<E TO THE END OF THE MAINLINE RUN IN Tl-'40 DIRECTIONS FROM THE CONTROLLER 10 ALL PIPE UNDER PAVED AREAS TO 6E INSTALLED IN A SCH. 00 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO 6E INSTALLED IN A SCH. l!>O SLEEVE THE SIZE REGUIRED TO EASILY PULL WIFQ: THROU6H. ALL SLEEVl=S TO 6E INSTALLED WITH A MINIMUM DEPTH AS SHOl'lN ON THE SLEEVING-DETAILS. SLEEVES TO EXTEND AT LEAST 1:2" PAST THE EDiSE OF THE PAVING. II ALL GUIC.K COUPLER VALVES TO 6E INSTALLED IN SHFWe OR 61<.0UND COVER AREAS HHERE POSSIElLE. ALL QUICK COUPLER VALVES TO 6E INSTALLED AS SHOl'IN ON THE INSTALLATION DETAILS. INSTALL ALL G1Ulc.K c.ouPLER VALVES WITHIN lb' OF HARDSc.APE. 12 ALL HEADS ARE TO 6E INSTALLED WITH THE NOZZLE, SC.REEN AND ARCS SHOWN ON THE PLANS. 14 I:\ 16 ALL HEADS ARE TO 6E ADJUSTED TO PREVENT OVERSPRAY ONTO 6UILDIN6S, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, 61JT NOT LIMITED TO, ADJUSTMENT OF DIFF\!Sl:R PIN OR ADJUSTMENT SC.REW, REPLACEMENT OF PRESSU!'<E C.OMPENSATIN.S SCREENS, FQ:PLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES HITH ADJUSTA6LE ARC UNITS. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO AC,C,OMMODATE ANY VER.TIC.AL 06STRUCTION6 THAT MAY oc.aJf<., INCLUDING 6UT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED ~TATIVE PRIOR TO C.OMMENC.INe WORK. WHEN A 12'0 DEeREE ARC HEAD IS LOCATED HITHIN S FEET OF AN OElSTRUC.TION THE CONTRACTOR SHALL INSTALL Tl-'40 <40 DEeREE ARC HEADS AND ADJUST TO AVOID THE 06STRUc.TION. ALL LATERAL LINES WITH eREATER THAN FIVE FEET OF ELEVATION c.HAN<SE SHALL HAVE THE KIN6 SROS. MOD. NO. KSC,-XXX-S (LINE SIZE PER LATE~ SWINE; C.HEc.K VALVE INSTALLED AT EVERY FIVE$) FEET OF ELEVATION CHANiSE MINIMUM. CONTRACTOR SHALL VERIFY ALL SWING c.Hl:CK VALVE LOCATIONS WITH OWNER'S AUTHORIZED RE~TATIVE PRIOR TO COMMENCING l'-IORK . ALL RCV'S CONTROLLING IRRIGATION HEADS ON SLOPE INSTALLED LOl'IER THAN HEADS SHALL 6E INSTALLED WITH A LINE SIZED KIN<S PROS. MOD. NO. Ksc.-XXX-S SWIN6 C.HEC.K VALVE. ALL !'<CY'S CONTROLLIN.S IRRIGATION HEADS ON SLOPE INSTALLED HIGHER THAN HEADS SHALL BE INSTALLED WITH A LINE SIZED KIN<S PROS. MOD. NO. KC-XXX-S SPRIN<S CHEc.K VALVE. INSTALL SHINe C.HEC,K VALVE DIRECTLY DOWN STREAM OF THE !'<CV TO PREVENT DRAINAiSE OF WATER IN PVC. LATERAL INTO VALVE eox OURIN<S Rc.V MAINTENANCE. INSTALL SPRIN.S C,tll:C,K VALVE DOWNSTREAM OF EACH !'<CV IMMEDIATELY AElOVE FIRST LATERAL LINE TEE. INSTALL POP-UPS t,IITHIN 10 FEET OF ALL PEDESTRIAN USE AREAS. ,2' 2' 4' 11' f<.EV1510N5 1st: plan chk IO-IS-02 :2nd pion o.hk 12-02-0:2 Srd pk:::il"I Ghk 1-:21-0S MATCHLINE -SEE 51 lcfT 1:5 4th pl0:1"'1 Ghk a-11-oa I ,\NIJS!. \Pl· ,\RCIII I LC I l RE '1404 GENESEE AVENUE SUITE 140 LA JOLLA CALIFORNIA <!:2051 !')51') • $I') .l')<!TI FAX 1')5t;. 5SI') -'1188 tmA""" 5T,K5 ::io 40 60 ~ TM ~--1 , fll<:.AL.I!, I" = ::ZO' Jae NO. 02-oe.2 C>ATe !2-26>-0b SCALE AS> S>Hev-1:N !2/2'1/ GMP 'ASEll.llLT' f"SHEEll CITY OF CARLSBAD ~ >----1----+-----------------1-----<'---1---+-----1 :=~==I :::::'...=:==PL:::::::A=N=N=ING:::::::DE::::::P=A=R=TME:::::::::::N=T==:::::...=~==S~ IRRliSATION PLAN FOR, THE SUMMIT (SDF' 00-li/ZC, 00-11/HDF' 00-IS) APPROVED --~;aLL__:sa:,J:._ ___ ~22-07 1-------+---------------------+---+---+---< ASSISTANT PLANNING DIRECTOR DA1E DA TE INlllAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SDP oo-n 'AS BUILT' DRAWING NO. 40:3-<'IL ~ ~ . \I, ~ lJJ -· ' -...... .. ... Si;) - EXISTING IRRIGATION NOTES NOTE, CONTRAC-TOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTI:RFWPTIONS OF OPEl'tATION OF THe EXISTING IRRIGATION TO A MINIMUM. COOFWINATI: ALL INTI:RFWPTIONS Y'IITH THe OY'INER'S ~TATIVE. C.ONTRAC-TOR SHALL BE RESPONSIBLE FOR AL.L EXISTING IRRIGATION EGUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL Rl:PL.ACE HITH SAME MA1'1./FACTURER AND MODEL. ANY EXISTING IRRIGATION C.ONTROL VALVES c.oNNECTI:D TO EXISTING CONTROLLER SHALL BE RE:CONNECT!:D TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPEFI.ATION AND INSTALLATION Y'IITH OY'INER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING Y'IORK AND UPON COMPLETION OF HORK. CONTl'tACTOFI. SHALL CONFIRM THI: EXISTINe CONTROL.LEFI. MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTrl.OL.LEFI. HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJJSTED AND ALL PROPOSED IFI.FI.IGATION SYSTEM MODIFICATIONS. NOTIFY OY'INER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. CONTl'tACTOR SHALL 6E RESPONSIBLE FOR RE:PAIR/MODIFICATION/FI.EROUTING OF ALL ADJACENT IFI.RIE,;ATION SYSTEM EGUIPMENT THAT IS AFFECTED BY NEY'! CONSTRUCTION IMPFI.OVEMENTS. CONTl'tACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEH MANNER, PFI.OVIDIN<S NO LESS THAN 100% OF HEAD RADIUS COVEFI.AGE: IN ALL AREAS HITH 5YSTEM LAYOUT A5 APPROVED BY OHNEFl.'S AIJTHO!i<IZED ~ATIVE. CONTl'tACTOFI. SHALL CONFIRM ALL AFI.EA5 REGlUIFI.IN5 MODIFICATION HITH OY'lNEFl.'S AUTHORIZED FI.EPFI.ESENTATIVE PRIOR TO BIDDING Y'IOFI.K AND PRIOR TO COMME:NCING Y'IOFI.K. CONTRACTOFI. SHALL BE FI.ESPONSI6L.E FOR THe COMFLETE REMOVAL AND DISPOSAL OF ALL EXISTING IFI.Fl.leATION EGUIF'MENT AFFECTED BY THE NEl-'I C.ONST!WCTION IMFFI.OVEMENTS, IF NESCESSAFI.Y. CONTRAC-TOFI. SHALL VERIFY ALL EGUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING HORI< AND PRIOR TO COMMENCING HORK. CONTl'tACTOFI. SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING HOFI.K. VERIFICATION SHALL BE DOCUMENT!:D AND DELIVERED TO OHNEFl.'S RE:PFI.ESENTATIVE. CONTRAC-TOR SHAL.L BE FI.ESPONSl6L.E FOR THE PLACEMENT OF ALL SCH 40 PVC 51..EEVING UNDER PAVING, HALLS AND CUFl.6S AT NO LESS THAN :24" BELOH GRADE AND NO LESS THAN :2X DIAMETER OF IRRIGATION PIPE: IN A~ l-'IHERE: PIPE CROSSING HILL OCCUR. HH!:N PIF'E SIZE IS NOT AVAILABLE USE 6' SLEEVING MATEFI.IAL. CONFIRM CROSSINGS WITH Ol-'INEFl.'S "1:F'FI.ESENTATIVE PRIOR TO PAVIN5 AND HAFI.DSCAF'E CONSTRUCTION. ~ Ci EXISTING IFI.RIG-ATION IN THIS AREA SHALL 6E PFI.OTECT!:D IN PLACE FOR CONTINUED use:: F.O.G. CONTRACTOR SHALL VERIFY THE EXTENT OF THI: EXISTING SYSTEM AND MAKE ADJIJSllMENTS TO CAP OFF OFI. MODIFY THE EXITING SYSTEM TO MEET THE NEY'! LANDSCAPE CONDITION If NECESSARY. . HAVE CITY INSF'ECTOR OBSERVE AN OF'ERATIONAL/~E TEST PRIOR TO SLOPE Pl.ANTING IN OFWEFI. To Dl:1EFI.MINE THAT SYSTEM OPERATION IS SATISFACTORY. . j-' ~-:AP! ,. ' ' 44 A211 41 1.5" ! 7 d741FT -~-!} ef: 2'2'21 -\t,; " 8 A39 XX s A37 , xx ,.s· .. ,-li -• :L - :,;, -~-j !61 FR. _, _·,_:_ -,-"'"i ,, ' tr in #t ' I . ,-~.J .. _i_,L_ __ _ tsw4'«1111ey . & A,eeocl11t••• Inc, lrrlg•tlon D••tan & Con•ultlnu 38730 Sky Clnyon -SUU. C ,t'i~•;,\ Murrhtta,CAUt03 j ; Ph. 90Q..481-8830 Fn. 909,..C81-8850. ~ E..ft'II& 18~.net -f (JD I 1 0. Ill>" FR WALK d;\ 1:m fu '-:! . I ·1 : : ' ' ' • 1·' . ,i . . i ' . ID I- I m I -~ :f ~ ~ I .V,DSC \Pl' ARCHll2Cll RE THE f'OI.LOJ,llNG GUIDELINES FOR THE USE OF ~e,ya.a, WATER ARE TO BE P!::RMANl:Nit. Y POSTED INSIDf: THE DOOR OF EAc.H CONTI'Wl.LER WHEF<E THEY ARE: l:ASIL Y VISl61.l:. F'I.Ac.E ON b-l1:2"XII" SIZED SleN. COLOR, PUl<PLE BACKef<OUND WITH BLACK Lf:II1::R!rle. I. GUIDELINES FOR '"fP!'.CLEP HAIEB USE I. IRRl6ATE flEneN THE~ OF 10,00 F.M. AND 6,00 A.M. ONLY. WATERING OUTSIDE THIS TIMI: ~ME MI.IST 6E DONE: MAWALL Y HITH QUALIFIED SUPERVISORY ~ ON-SITE. NO SYSTEM SHALL AT ANY TIME 6E LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHE:OULE:. :2. IRRl6ATE IN A MANNER THAT HILL MINIMIZE R!JN-oFF, POOLINe, AND PONDING. THE AFF'LIC.ATION AATE SHALL NOT l:Xc.l:l:D THE INFILTRATION AATE OF THE SOIL. TIMERS MUST BE ADJUSTED 50 AS TO BE COMPATIBLE: HITH THE LOHl=ST SOIL INFILTRATION RATE Pru:Sl:NT. THIS~ MAY 6E FACILITATED BY THE EFFICIENT sc.HEOULING OF THE AUTOMATIC. CONTROL C.Loc.KS, (I.E., l:MPLOYING THE REl"EAT FUNCTION TO BRl:AK UP THE TOTAL IRRIGATION TIME INTO C.Yc.L.ES THAT HIL.L PfWMOTE MAXIMUM SOIL A6SORPTION). S. AD.JJST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE C.USTOME'R. FOR EXAMPLE, FOOL DEC,KS, !"'RIVA TE PATIOS AND LOT$, AND S~TS AND Sloa-lALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. 6ROK!:N SPRINKLl:FI. HEADS, Lf:AKS, IJNRE!.IA6Lf: VALVES, !:TC.. SHOULD 6E REFAI~ AS SOON AS THEY 6ECOME AFFARENT. 5. l:Cll.JC,ATE' ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THI: FRl:Sl:Nc.l: OF l<l:CYC.Lf:D WATER. Fl::Fl.50NNEL MUST 6E INFORMED THAT Rl:CYC.Lf:D WATER IS MEANT FOR IRRl6ATION ~05!:S ONLY, AND IS NOT APPROVED FOR DRINKING l'URl"OSES, HAND, TOOL, WASHING, !:TC. ~!YEN THE HIGH TURNOVER RATE OF EMFLOrLI.S IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION 6E DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THI: L.ANDSc.APE CONTRAC,TOR, WHO 15 ru:spQNSIBLf: FOR El?UC,ATING EACH AND l:Yl:R'T' ONE OF YOi!l'I. EMFLOYLI.S. 6. OBTAIN i"'RIOR AFFl<OYAL OF ALL f'ROPOSED CHANGES AND MODIFICATIONS TO ANY f"'RIVATE ON SITE FACILITIES. suc.H CHANGES MI.IST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEl:FI.ING OFFlc.E AND DESIGNED IN Ac.c.ORDANCI: HITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SFRINl<LEFI. CONTROL VALVES SHALL BE TAGGl:D HITH IDENTIFIC.ATION TAGS. A TAGS SHALL BE J,EATHa'<PROOF PLASTIC., 3"X4', l"IJRPLI: IN COLOR WITH THE WORDS. 'fiAAHINe Fl=C:r'.c.LEP k'Jt',TER-00 NOT !2RINK" IMPRINTED ON ONE SIDI:, AND "AVlso--MIUA IMFIJRA-NOTOMAR' ON THE OTHER SIDE. IMl"'RINTIN6 SHALL BE PERMANENT AND 6LACK IN COLOR, USE TAGS AS MANIJFACTIJl<ED 6Y T. CHRISTY eNTERFRISES OR Al'l"'ROYl:D l:GIJAL . B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS, I. ATTAc.1-1 TO VALVE STEM DIRECTLY OR WITH PLASTIC. TIE-l'IRAF, OR :2. ATTACH TO SOLENOID HIRE Dl~C.TLY OR HITH PLASTIC. Tll:- WRAP, OR S. ATTACH TO VALVE COVER HITH EXISTING VALVE COVER BOLT. e,. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS l<l:CYC.Lf:D WATER SPRINKLER HEADS. II. EAc.H AUTOMATIC CONffiOLLf:R AND ITS ASSOCIATED EGUIF'MENT SHALL 6E DEC!.,ABATIQN Of RESPONSIBLE CHARGE I HERESY DEC.LA~ THAT I AM THE LANDSCAPf AR.c.HITEGT OF WORK FOR THIS PROJECT, THAT I HAYE l:Xl:RC,ISl:D RESPONSleL.E c.HAl<GE OVER THE DESl6N OF THIS PRO.JE'C.T AS DEFINED IN SECTION oiO:! OF irie 6USINESS AND ~IONS CODE AND THAT THE DESleN IS CONSISTENT WITH ~T STANDARDS. I UNDERSTAND THAT THE c.HECK OF PROJECT DRAWINGS AND SF'Ec.lFIC.ATIONS BY THE C.ITY OF C.ARI.S6AD AND THE SAN Dll:60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A ~I1:W ONLY AND DOES NOT Ra.I1:YE ME, AS l.ANDSyAFI: ABC,HITECT OF WORK, OF MY ~SPONSIBILITIES FOR PROJECT DESIGN. THE5l: !"I.ANS HAYE SEEN PF!EPA~ IN Sl.16STANTIAL CO~ANCI: WITH THI: APPROVED LANDSc.APE WNc.EPT PLAN, WATER CONSERVATION Pl.AN, FIFtE PROTECTION PL.AN, AND ALL CONDITIONS OF AFPFl.OvAL RELATED TO LANDSCAPING. BY, _______________ _ PREPARE:FI. FIRM NAME AND ADDRESS, PHONE NO., FAX, REelSIBATIQN NO., l;XPIAATION DAT!:, INSl"fCIIQN fflOG:1:12lJ'!Fi I. C.ITY CONSTI'WC,TION INSl"EC,TION SHALL INCLUDE, A LOCATION OF PIPE LINl:S B.~HDEPTH DATE' ____ _ C. ReGUI~ 51:PAAATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFIC.ATION. tl".O.C..'S) POINTS OF CONNECTIONS E. LOCATION AND IDENTIFIC.ATION OF SPRINKLER HEADS F. WARNING SIGNS AT THI: SITE AND ON THE -muc.K HAULING RECYC.Lf:D WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). :2. DISTRICT FINAL INSPECTION SHALL INCLUDE, A c.oYERA6E TEST, AFTER COMPLETION OF THE SFRINKLl:R SYSTEM, TO DEiERMINE THAT ADEGI.JAc.Y OF~ ON THE APPROVED USE AF<EA AND PROTl:c.TION OF AREAS NOT APPROVED FOR REC.l:IVING Rl:C.YC.Lf:D l'IATER. B. WARNING SIGNS AND LABELS C. GllJIC.K c.ouPLING VALVES D. ALL ASPECTS OF THI: IAAI5ATION CONDITIONS INC,LIJDING HIND6l..Oi,,IN SPRAY, F<!JN-oFF, AND FONDING E. REGllJIRl:D PROTE:c.TION OF ALL RESIDENTIAL AREAS. F. l'<EGOIRED PROTEc.TION OF lrE.LS, STREAMS, RESERVOIRS, !:TC.. 6.C~TION. 3. ANWAL INSFEC.TION SHALL INCLUDE, A C.OMFl..ETE INSPECTION WHIC.H SHOULD COVER PART 'A' AND PART '6' AND PART 'G' OF THE DISTI'/.IC.T'S FINAL INSPECTION. IDENTIFIED WITH A SleN BEAA!NG THE WORDS, ""'f<CV(,I fl2 WATER USEl? FOR I1':F!.IG-ATION" IN l:N6LISH AND SPANISH, WITH eLAc.K LETTl:RS I' HIGH ON A ~LE~. THE SleN SHALL 6E PLACED 50 THAT IT CAN BE Rl:ADILY SEEN 6Y ANY OPEAATIONS Pl:Fl.50NNl:L UTILIZING THI: EGUIFMENT. \\IISCA,o ~Ody ~ ... -----------------~-~~ ~ ' .., \:a •-=-'i'--s ~-::t~ .... SEE SHEET 14 FOR IRRIGATION LEGEND SEE SHEETS 16-11 FOF\?. IRRIGATION DETAILS SEE SHEET 15 FOR. IRRIGATION CALCS. SEE SHEETS 18-1<! FOR IRRIGATION SPECS. 4a 11,C::, j i -- A.~ FOR PLANTINe ~ IRRl6ATION ONL 'f, INCUJC>IN6 E'R¾ISE LOCATION OF F'LANTIN6~. , ~ 'AS-BUILT' l-/~-oz DATE ffiLE 'P.2. l N.C I ~~ ~ REVIEWED (BY: Pt.). lr-t:\1-olt 1-1$o"I INSPECTOR DATE IRRIGATION PLAN FOR, -le 'r'!<r.-:-7~~~ ~,., .. :t::--..,-~7 * CA\. Fe..EVISIONS !ot p1Qn c;.hK 10-15--0:2 2nd pion c::.hl<:. 12-02-0::z ::Srd pion chk 1-:z-t-os 4th plan chk. a-r1-oa D"'-A>'N l3T,K9 AF"FR.OYED TM .JOB NO. 0.2-oe:2 DATE 12-:26--06 SCAJ..E AS SHGV'I.N THe SUMMIT (SOP 00-1"1/ZC, 00-II/HDP 00-IB) 'l404 GENESEE A\/ENLE gJITE 140 LA JOLLA C,ALIFORNIA 'l:2031 !;58. 55!; .8'lT7 DA TE INlllAL DA TE INITIAL DA TE INITIAL ASSISTANT PLANNING DIRECTOR DWN BY: CHKD BY: __ _ PROJECT NO. !::>DP 00-1"7 DRAWING NO. 40:3-"'!L FAX ,;se. 5% -'!100 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: 'AS BUILT' 17 B32 i 1· -. ,, ' ---ij ~c,• ,. -,, Ii I iio' 18{/i I B30i 50 - - -.... ---_\_ 1.5"' I 11 ,. ! 181! ' _•I !):';, t) -~ ,, _____ ,,, -,-,- /' ,, ' ~ ® 9 5 / 1· 7 ,,,'''"'""•· ... J:.,:=,.;t-, .. ~~+,~'.Jittiil'·t,." {;·=,.·•i', ~-. ! D"t =:...._ __ REFER TO REFER TO BS' \' I' ~· e,• .. 5EE SHEET 14 FOR IRRIGATION LEGEND 5EE 5HEET5 lb-Ii FOR IRRIGATION DETAILS 5EE SHEET I~ FOR IRRIGATION CALC.5. 5EE 5HEET5 18-l"l FOR IRRIGATION 5PEC.5. . 4 1· . - /, 16'' .. . .... . ..... .. .. I . ;;?'']: X 21!>'._-.-- APPROVED FOR PLANTINe AND IRRl6ATION OHL Y, INCLUC>INe fREGl5E LOCATION OF PLANTINe AREAS. r,:?ltJ£~: BUILT .. 1-/~07 DATE REVIEWED j' te,.,J:, tr-~(4r (-1~-01 INSPECTOR DATE '1404 GENESEE AYEN.E SUITE 140 LA JOLLA CALIFORNIA '12051 f>Sb · 5Sb .b<ffi FAX t/J/; 558 · 'lib/; 20 10 0 20 40 !l!'!l ~ • i NOTE,A POINT OF CONNECTION "Ml" SHALL BE A 2' DOMESTIC. Y'lATER METER WITH A 2" Sl:l'I.VIC.E 1..INE. POINT OF CONNECTION "M2" SHALi.. 6E A 2" Rl:c.LAIMED WATER METER WITH A S" SERV!C.E I..INE. VERIFY THE Ac.TUAI.. LOCATION, SIZE AND Y'lATER PRESSURE IN THE FIELD PRIOR TO STARTIN5 WORK. IF ANY OF THE POC. INFORMATION SHOWN ON THESE D!'1(AWIN5 IS FOUND TO BE DIFFERENT THAN THE Ac.TIJAL POC. INFORMATION <SATHERED IN THE FIEI..D, IMMEDIATEI..Y NOTIFY THE LANDSc.Al"E ARCHITECT AND IRRIGATION c.ON5ULTANT. SHOt.11..D THE CONTRACTOR FAIL TO VERIFY THE POC. INFORMATION ANY c.HAN<SES F<EGUI~ BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPON51611..1TY OF THE C.ONTRACTOR "Ml" DOMESTIC. WATER STATIC WATER PRES~ DESIGN WATER PRESSUR.I:: MAXIMUM SYSTEM DEMAND 1'<.ESIDUAL WATER PRESSURE NOTE, 6 i5 PSI 6i PSI 40GPM oe, PSI "M2' RECLAIMED WATER STATIC. WATER PRESSURE DESIGN WATEF< ~ MAXIMUM SYSTEM DEMAND RESIDUAL YiATER PRESSURE WATER PRESSURE 6005T i6 PSI "15 PSI esGPM -I"! PSI 40PSI CONTROI..LEl'<S "A" AND '6" SHALL 6E TWO CAl..5ENSE MOD.# ET:2000-40 INSTALLED IN A FRONT~R STAINLESS S1cl:I.. ENCLOSI.JRE (SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND ELECTRICAL Poe SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE, C CONTROLLER 'C" SHALL 6E CAI..SENSE MOD. II ET:2000-52 INSTALLED IN STAINI..ESS STEEL ENC,l..OSIJRE (SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND EI..ECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPl'<.ESENTATIVE PRIOR TO C.OMMENCING WORK. NOTE, D IRRIGATION 600STER PUMP SHALL SE 6ARRAT EN.slNEERED PUMP MODEL• eEP/76/40/2'5/2;30/:?,/C/2 ASSEMBLED 6Y UNITED eREEN TECH, LAGUNA HILLS, CA (1!)00) 421-0ii<I. FINAL LOCATION OF PUMP AND 250 VOLT PUMP EI..ECTRICAL POC SHALL BE C.ONFll'<MED WITH OWNER'S AUTHORIZED RE'PR.ESENTATIVE PRIOR TO C.OMMENC.ING WORK. NOTE, MAINLINE SHOWN WITHIN PAVIN<S FOR C.I..AR!TY ONLY, ACTUAL MAINLINE LOC.ATION TO BE OUT OF R.OJ,,I. AND A MINIMUM OF 12'" OFF ADJACENT HARDSCAPE AND OTHER 065TAc.l..E5 TYP. NOTE, CONTRACTOR SHALL AD.JUST ALL HEADS AS REGIJIRED TO Ac.COMODATE ANY VERTICAL 065TR!.IC,TIONS THAT MAY OCCUR, INCLI.JDIN5 191.JT NOT LIMITEC, TO LleHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO C.OMMENCIN5 WORK. NOTE, 6U6BLERS AND LATERAL LINES ARE SHOWN J,,IITHIN PAVING FOR CLARITY ONLY, Ac.TUAI.. LOCATION TO BE WITHIN PLANTER. 6U66l..ERS SHALL 6E ALl<SN!;i, WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AIJTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. W,--,, 822 12 1' B20 a 11 I B21 27 1.5'' 6'; ) -_,,,,- l\OSCAp ~od.i, I' 1' r Q ...... -~ J\>C') ... .. 11/,W'-r. " .... "-EVIS.IONS l•t. Elc:in c:,hk. 10-15-0:Z Sweeney & Associates, Inc. lrrlgat:Jcn Deelan a. Conaultlne :21"1d plan i:.hk. 1:2-02-0:2 38730 Sky Canyan ""'9, -C l•,;'••::. Murr1e1a, CA 92563 j : Pb. 90M61-8830 Fax. --• • 9f'd e:ian chk H2"7-0S 4th plan G-hk ~-li-o!:5 O!'<A,,.., 6T,KS 60 E-111111: ~--,f (/ D 1 \ 0 i-~D TM ; ...Ji.?6 NO. 02-03.2 AS SHOWN 12/2<!/0h GM!" 'A56UILT' fsHm7 CITY OF CARLSBAD ~ 1----+-----1,-------------------+---+----,f---~,---1 L.:'.__j PLANNING DEPARTMENT L=_j DA 1E INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL ~=::::.::::==============; IRRIGATION PLAN FOR: THI= SUMMIT (SOP 00-1"1/ZC, 00-11/HDP 00-IB) ASSISTANT PLANNING DIRECTOR DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: SDP 00-l'"T 'AS eLJILT' 1-22-07 DATE DRAWING NO. 40B-"IL -....... .. .... SYMBOL Q T H F b. _,;,,_ A MANIJFACT. H\JN"f"E:R t> ~ ~ 'fl HUN"f"E:R G 13 B 83 HUNTE:R ["I ["I l!'l I"'! HUN"f"E:R El I.ii HUNTER HUN"f"E:R HUN"f"E:R H\JN"f"E:R HUNTER IL .._ ...._ "' A HUNTER T HUNTER IRRl5ATION MA"T"E:RIAL LEGEND MODEL NO. I DE5G-RIPTION INST-06--CV POP-UP TURF HEAD JIV RAIN BIRD 5-Q/T/H NOZZLES INST-06--CV POP-UP TURF HEAD JIV RAIN BIRD IOLA-GVT/H/F NOZZLES INST-06--CV POP-UP TURF HEAD JIV RAIN BIRD 12-Q/T/H/F NOZZLES JNST-06--CV POP-lJP TURF HEAD JIV RAIN BIRD 15-GVT/H/F NOZZLES INST-06--CV-LCS-515/RC,S-515/55-590 POP-UP TURF HEAD INST-12-CV POP-UP 5HRUB HEAD JIV RAIN BIRD 5-Q/T/H NOZZLES JNST-12-C.V POP-UP 5HRUB HEAD JIV RAIN BIRD IOLA-Q/T/H/F NOZZLES INST-12-C.V POP-UP 5HRI.JB HEAD JIV RAIN BIRD 12-Q/T/H/F NOZZLES INST-12-C.V POP-lJP 5HRI.JB HEAD JIV RAIN BIRD 15-Q/T/H/F NOZZLES INST-12-C.V-LCS-515/RCS-515/55-590 POP-UP 5HRI.JB HEAD INST-06-CV POP-lJP BUBBLER HEAD JIV RAIN BIRD 5FB/5CST-PCS-040 NOZZLES, USE SF-B NOZZLES FOR PLANTERS Y'IIDER THAN 21/2', USE SC.ST-B NOZZLES FOR PLANTERS LE:55 THAN 21/2' 5PM .20, .so, .40 .S<I, S2, .1<1, I S1 .65, .81, I.S, 2.6 .<IS, 12.S, 1.05, S.10 .65, .65, I .SO .20, .so, .40 .S<I, .52, .1<1, 1.51 .65, .81, I.S, 2.6 .<is, 1.2s, 1.e5, s.10 .65, .65, I .SO .40 PSI so so so so so so so so so so so 5 FT IOFT 12 FT 15 FT 4Xl5 FT 4XSO FT 5 FT 10 FT 12 FT 15 FT 4Xl5 FT 4XSO FT S FT DETAIL A A A A A A A A A A A SYMBOL MANUFACT. ffl P.O.C.. fill P.O.C., 1B 1"1ATT5 NO SYMBOL V.I.T. ISi HAYY'IARD IE! 6ARAAT ISZI GRISi'IOLD [E] C.ALSENSE -1"1ATT5 @ HUNTl:R @ NELSON 0 HUNTl:R MODEL NO. I DESC,~PTION PROPOSED 2" DOMESTIC. METER JIIIITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC i'IATl:R PRES5URE IN FIELD PROPOSED 2' 'FUTURE RECYCLED" i'IATl:R METER JIIIITH 9" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC i'IATER PRESSURE IN FIELD OO'IQT SERIES, 2' R./P BACKFLOJIII PREVENTION A55EMBL Y JIii/ MODEL i1i JIIIYE STRAINER. STRONG BOX 566C-46AL ALUMINUM 6ACKFLOJIII DEVICE ENCLOSURE MODa #12 BASKET STRAINER 2" SIZE JIii/ FLANGED CONNECTIONS AND 80 MESH FIL Tl:R aEMENT BARAAT PUMP A55EM6LY MODa # 6EP/i6/40/85/220/9/C/2 A55EM6LIED BY UNITED GREEN TECH, LAGUNA HILLS, CA f>00-42i-o1i'I CONTACT DARYL GREEN 2000E SERIE5 11/2' EPOXY "FUSED' MASTl:R CONTROL VALVE FM-IS FLOJIII SENSOR (OR EGUAL), INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND Y'llRE TO CONTROLLER AS PAR.T OF CONTROLLER ASSEMBLY 5-FeV BRONZE AND STAINLESS STEEL BALL VALVE, LINE SIZE PER MAINLINE MODEL IIG!CV-100 I" GUICK COUPLER VALVE ON DOMESTIC. i'IATl:R SYSTEMS MODEL 1645, I" GUICK COUPLER VALVE ON RECYCLED i'IATl:R SYSTEMS DETAIL NIA NIA e e R. X C, D E F F HUNTER INST-06--CV-PCN-50 POP-UP BUBBLER HEAD, EACH SYMBOL REPRESENTS TY'lO BUBBLERS PER TRl:l:, PLACE BUBBLl:RS AT ED5E OF ROOTBALL ON ,..,!""'OSITE, SIDES OF TRl:l: Tr'PIC.AI ., SO (1.0) so NIA . . . A , m A/3\j HUNTl:R U.G.T. IC,V-XXIG-FS(-R., ON RECYCLED i'IATl:R SYSTEM) (I", I 1/2', OR 2") SERIES PLASTIC. REMOTE CONTROL VALVE, SIZE A5 5HOl"lN ICV-XOl5-F5-AS-R SERIE5 DRIP VALVE ASSEMBLY, SIZE A5 5HOl"lN, JIii/ AG. ~TS ti 4E 200 MESH FILTl:R (SIZE PER P.e,V) I. IIDI ID] HUNTerz... . . HUN"f"E:R @ @) HUNTER (TI) @ HUNTER @ @ HUN"f"E:R [§] IBI HUN"f"E:R [§] ~ HUNTER [j] ll2i HUNTER Im 1B] HUNTER NO SYMBOL HUNTER NO SYMBOL HUN"f"E:R NO SYMBOL HUNTER RECYCLED l'IATER NOTES • PGt::o -Ar,;, IZ" /2.{~le..lt! •.. , l<al-WC.. ::,,f"J" rtA~7J< Sl"'J!:1>J6 7Yf!: clfe,C{t:. \/At.VE • P5H-ADV(Ar,:;VJ/S6V(SRV)W NOZZLES 01/04/06 Hl5H POP SHRUB ROTOR HEAD P6H-ADV(ARV)/S6V(SRV) JIV NOZZLES OS/O5/O8 HIGH POP SHRUB ROTOR HEAD P5H-ADV(ARV)/S6V(SRV) JIV NOZZLES 04/06/00. Hl5H POP SHRUB ROTOR HEAD PGH-ADV(ARV)/S6V(SRV) JIV NOZZLES 05/01/10 H15H POP 5HRUB ROTOR HEAD P5P-ADV(ARV)/S6V(SRV) JIV NOZZLES 01/04/06 POP-UP TURF ROTOR HEAD P5P-ADV(ARl/)/S6V(SRV) JIV NOZZLES OS/05/O0 POP-lJP TURF ROTOR HEAD P5P-ADV(ARV)/S6V(SRV) JIV NOZZLES 04/06/00. POP-lJP TURF ROTOR HEAD P5P-ADV(ARV)/S6V(SRV) JIV NOZZLES 05/01/10 POP-UP TURF ROTOR HEAD NOTE, NOZZLES NUMBERS Y'IITHIN THE ROTOR HEAD SYMBOLS TO NOT EXACTLY CORRESPOND TO THE H\JN"f"E:R NOZZLE NUMBERS. NOZZLE NUMBERS FOR GUAR"f"E:R, HALF, AND FULL HEADS ARE SHOY'l i'IITHIN THE HEAD MODEL NUMBER AS SHOY'IN IN THE LEGEND. .60, 1.4, 2.4 1.0, 1.8, 5.1 1.4, 2.4, 4.<I 1.e, 5.0, 6.0 .60, 1.4, 2.4 1.0, l.e, S.1 1.4, 2.4, 4.<I 1.e, s.o, 6.o . 40 40 40 40 40 40 40 40 ALL 5HRUB SPRAY HEADS INSTALLED FARTHER THAN FIVE (5) Fl:l:T FROM PAVIN5, C.URBS, SIDl:1"IALK5, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS A RAIN BIRD PA-8S 5HRUB ADAPTER i'IITH THE NOZZLE A5 SHOY'IN 25 FT 50 FT 95 FT 40 FT 25 FT 90 FT 95 FT 40 FT . ALL 5HRUB ROTOR HEADS INSTALLED FARTHER THAN FIVE (5) FEET FROM PAVIN5, CURBS, SIDEi'JALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED A5 A HUNTER P5S 5HRI.JB ROTOR i'IITH THE NOZZLE A5 SHOY'IN ALL IRRl5ATION HEADS OPERATIN5 ON THE RECYCLED i'IATER SYSTEM SHALL HAVE "RECYCLED i'IA"T"E:R" IDl:NTIFIC.ATION CAPS PIN FOR SPRAYHEADS i'JILL BE #458525 PIN FOR ROTOR HEADS Y'IILL BE ARV OR SRV ALL 1"IORK SHALL BE DONE IN ACCORDANCE Y'llTH THE CARLSBAD MUNICIPAL i'IATl:R DISmCT'S "CARLSBAD RECLAMATION l<l.lLES AND RE6ULATIONS FOR C.ONSTl<l.lCTION OF RECYCLED i'IATER MAINS' DATED OCTOBER 1'1'19. Ii. A 10 FOOT HORIZONTAL SEPARATION 6ETJIIIEEN POTABLE i'IATl:R AND RECYCLED i'IATl:R MAINS MUST 6E MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED i'IATl:R. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED i'IATl:R ENCROACHMENT ON PUBLIC FACILITIES SUCH A5 PICNIC TABLES, 66G1'5, PLAY<&l<OIJND5, SAND TOT LOTS, ETC. 18. A MINIMUM OF 12 INCHE5 OF VERTICAL SEPARATION 6E1l'EEN UTILITIES MUST 6E MAINTAINED AT ALL TIMES. • 1'1. THE REGUIRED CR.055-c.oNNl:CTION 5HUTDOl"lN TEST SHALL BE DONE BY THE CARL.56AD MUNICIPAL i'IATER DISTRICT AND THE SAN DIE50 COUN1Y DEPARTMENT OF ENVIRONMENTAL HaTH. 9. BEST MANAGEMENT PRACTICE5 SHALL 6E USED TO alMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, l<l.lN-OFF, OVER SPRAY AND MISTING. 4. HOSE 6165 ARE smcTLY PROHIBITED. 20. RECYCLED i'IAT!:R-GlUICK COUPLIN5 VALVE5 USED IN RECYC,Ll:D i'IATl:R SYSTEMS A A A A A A A A A A A 5. ON-SITE CROSS-WNNECTIONS 6ETI'IEEN RECYCLED i'IATl:R LINES AND POTABLE i'IATl:R LINES IS STRICTLY PROHIBITED. 6. NO 5\J6STITUTION OF PIPE MATl:RIAL5 Y'llLL BE ALLOJl'IED JIIIITHOUT PRIOR APPROVAL OF THE C.11Y OF CARLSBAD MUNICIPAL 1"IA Tl:R DISTRICT. SHALL HAVE ACME 1YPE THREADS AND PUR.PLE COLORED LOCKIN5 COVERS PERMANENTLY ATTACHED TO THE VALVE. GUICK COUPLIN5 VALVE5 SHALL BE NELSON No. 1645, i. ALL ON-SITE MAINLINE PIPES SHALL HAVE i'IA!<NING TAPE PER CARL.SeAD MUNICIPAL i'IATl:R DISTRICT'S~ AND REGULATIONS. • 8. THE IRRl5ATION SYSTEMS SHALL l<l.lN 6E1l'EEN THE HOURS OF 10,00 P.M. AND 6,00 A.M. HUNTER No. HVIOOA-RL-NP OR APPROVED EGll/AL. 21. THE 1<.EGUIRED CROSS-c.oNNECTION INSPECTION SHALL 6E DONE BY EITHER THE CARLSBAD MUNICIPAL JIIIATl:R DISmCT AND/OR THE SAN DIEGO COUN1Y DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS JIIIILL BE FORJIIIARDED TO THE NON-INSPECTING PARTY. K:21 U.5.T. NO SYMBOL V.I.T. !Ell HUNTER. ET2000-92 CONTROLLER A55EM6LY, FOR "C", MODEL C.AI-C.59-9~150/MVP SIZE A5 5HOJIIIN (JIil/ 5.S. ENCl...05URE eELOl'-0 FOR DOMESTIC. MTER SYSTEM ASSEMBLY BY UNITED 5REEN TECH, LAGUNA HILLS, C.A, f>00-42i-o1i'I CONTACT DARYL 5REEN H ET2000-40+40 CONTROLLER A55EM6L Y, FOR 'A' AND "6", MODEL CA4-c.59-40+40/(2}PSR/RSE/RSR/(2)2RAAf(2)HF5-150/(2)MVP H SIZE A5 5HOJIIIN (JIil/ S.5. ENCI...OSURE 61:LOl'-O FOR RECYCLED 1"IA Tl:R SYSTEM A55EM6LY BY UNITED GREEN TECH, LAGUNA HILLS, C.A, 800-42i-01i<I CONTACT DARYL GREEN 56-24055 STRONGBOX STAINLESS STEa CONTROLLER ENCLOSURE JIIIITH CSA SUB-ASSEMBLY, 1<6, AND GP-24D FOR CONTROLLERS 'A' AND '6' H AND GP-le FOR CONTROLLER 'C' SIZE PER CONTROL ASSEMBLY AS PART OF DELIVERED CONTROLLER ASSEMBLY 56-le55 MINI-CLIK RAIN SENSOR, 1<6, MOUNT TO REAR OF ENCLOSURE AND JIIIIRE TO CONTROLLER A5 PART OF CONTROLLER ASSY H ("".'.: v:-.yr:""::';:;--"'•':')....IEl~,.......]N/~A~.,.-...-....,-'-._!1~20~¥()02!L:JT:JE;1=1,.!;E~C.::!;TR~l~C.~AL:!::JP~02!'1N1"1'2~~ I"'..., BY aEc-=-1c.JAN "'=IFY AC.Tl''' 1 ~'ATl'">N IN 1=11=1.., -• • .... , -T-:T -1" ___:-1 -I? Ar-r~er, uv1<.. Nl. T'll'e:e ~J,{-3-'' ~11-LIO Ab 'V,-.fv.1.-L-11-lE::> 0"1 <1,ru>-pee. 'b71'}<' ftpe ~ '$' b.c..: \lSl»6i Ir_<-/ e.re,A.,;c. ::,-t-tx,:'-. e,12,~ 1 NO SYMBOL TOR.0 R5P-2-12 DL2000E REC-Y D i'IATER DRIP TUBIN5 YV .6 5PH EMITTERS 12" ON C.l:NTER, INSTALL TUBIN5 ROl'IS A M MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBIN5 SHALL BE INSTALLED 4" BELOY'l FINISHED SOIL 5RADE JIV <I" AG PROD. A5 PROD. Y'IIRE STAKES FIVE (5) FEET ON C.l:N"f"E:R; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO 5TARTIN5 Jl'IORK 59TS "SPIN-LOC' TEE OR. ELL FITTIN5 FORCONNECTION 6ETJIIIEEN PVC LATERAL LINES AND DRIP Tt/61NG ALL CONNECTIONS 6ETI'IEEN DRIP Tt/61NG SHALL BE MADE USIN5 "SPIN-LOC" FITTINGS M M ® TORO PROVIDE A Fc.H-H AUTOMATIC FLUSH VALVE AT END OF DRIP DISCHARGE HEADER USING THE COLLAR A5 PROVIDED, INSTALL FLUSH VALVE INSIDE A 5EPERATE VALVE eox, ONE AT EACH END OF THE Tt/61NG l<l.lN5 IN EACH DIRECTION, INSTALL Ill" FROM PAVING N TORO YD-500-94 AIR/VACWM RELIEF VALVE INSTALLED l'IIITH A FT-050 C.ONBINATION TEE AND A 9/4" X 1/2" REDUCER 0 BUSHIN5, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE. BOX AT THE Hl5H POINT OF EACH PLANTER, "'1·. MULTIPLE ARl/'5 SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTIN(!; Jl'IORK, INSTALL VALVE BOX ll'!'i 1---; • ,. v _ "" 1~11 FROM ~AVING AND A1:_ HIG~ POINT OF PLAN~R :'f<J=.A ., . -,. ---. . ..,..--.-~---, . .,,-v-.--..-.,-,---✓ ... --v--v~~--,,-..--~.--?:!.'C..-r--.t!~t,!·I Ll¥ ' [E] WllKJtl';;, eOJ 11/./2-. P.51 /Ze&Ulffl"0/2.. =r ,A-T = . . . . ':f-> .. -··-··-·l·;-~,.__,~A5~A~~~~-i~~~T~IC?1.'iiif~~~-F~·,-rcvc~P~l;PE~9~~~"~-~9~'~e,~Lf.~2zcoo,iAASiiLA}iTERALEfi:ALLL~TFle11§t122"~e~a~o;J111;~-GRADE~~-A..---...._A.._"'---__,.__~......_--"--·~-~/·-..__~·,~A..·_J-._;_1P -------- --···--···-- AS APPROVED A5 APPROVED AS APPROVED A5 APPROVED AS APPROVED "PURPLE" RECYCLED i'IATl:R PVC. PIPE 9/4" -9" CL. 200 AS LATERAL LINES 12' 6ELOJIII GRADE DOMESTIC i'IATl:R PVC PIPE 9" C.L. 915 AS MAINLINES 24" BELOJIII GRADE 'PURPLE" RECYCLED JIIIATl:R PVC PIPE 9" CL. 915 A5 MAINLINES 24' eaoJIII GRADE 11/2" SCH 40 ELECTRIC.AL CONDUIT JIIIITH THREE CALSENSE FLOJlll 5EN50R CABLES INSIDE TO CONTROLLERS C.I, C.2 LOCATION RECYCLED i'IATl:R SCH 00 PVC. PIPE A5 SLEEVING UNDER VEHICULAR PAVING, RECYCLED i'IATER. SCH 40 PVC PIPE UNDER PEDESTRIAN AND PRIVATE DRIVEJIIIAY PAVIN5, "PACIFIC CAL' OR EGll/AL, TJIIIIC.E THE DIAMETER OF PIPE OR JIIIIRE BUNDLE CARRIED, PLACE eELOJIII ALL. VEHICULAR PAVING, AND A5 DIRECTED 6Y OJIIINER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE AND MAR.KEO AS INDICATED IN RECLAIMED i'IATl:R NOTES, SEE DETAIL SHEET UNDER VEHICLE PAVING, INSTALL MAIN, LATERALS, AND JIIIIRES IN SEPARATE SCH 80 PVC. SLEEVES JIii/ 96" WYER UNDER PRIVATE DR.IVEJIIIAY PAVING, INSTALL MAIN AND JIIIIRES IN SEPARATE SCH 40 PVC. SLEEVES JIii/ 24" COVER UNDER PEDESTRIAN PAVING, INSTALL MAIN AND JIIIIRES IN SEPARATE SCH 40 PVC SLEEVES JIii/ If>' COVER UNDER PEDESmAN PAVING, INSTALL LATl:RALS IN SEPARATE SCH 40 PVC. SLEEVES JIii/ 12" COVER ll<RIGATION CONTI<OL Y'IIRE 114UF Al"lG DIRECT 6URIAL (UL. APPROVED). INCLUDE ONE ADDITIONAL SPARE JIIIIRE OF A DIFFERENT COL.OR TO LAST VALVE ON l,K,L l,K,L J J 'AS-BUILr TITLE DATE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTIN6 AND IRRl6ATION ONLY, INCLUDIN6 f8EC,ISE LOCATION OF PLANTIN6 AREAS. THE FOLLOJIIIIN5 MO!<NING (SPOT IRRl5ATION COULD BE DONE AT A DIFFERENT TIME) JIIIITH GUALIFIED SUPERVISIONS PERSONNEL ON SITE. • 22. DEVELOPER SHALL 5HOJIII THE LOCATION OF RECYCLED SIGNS "DO NOT DRINK" ON THESE PLANS. NO SYMBOL NO SYMBOL NO SYMOOL AS APPROVED EACH LEG OF MAINLINE. TERMINATE IN APPROPRIATE CONTROLLER ENCLOSURE J,V V NIA 'I. PROVIDE A MINIMUM OF AT LEAST 18 INCHE5 OF COVER OVER ALL JIIIIRIN5 AND PIPIN5. 10. NON-DESIGNATED USE AREAS SHALL 6E PROTECTED FROM CONTACT JIIIITH RECYCLED i'IATER, JIIIHETHER BY JIIIINDBLOl"lN SPRAY OR 6Y DIRECT APPLICATION THROUGH IRRl5ATION OR OTHER USE. LACK OF PROTECTION, JIIIHETHl:R BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION 15 STRICTLY PROHIBITED. II. IRRIGATION HEADS SHALL BE RELOCATED OR AD.JJSTED TO PREVENT OVER-SPRAYING ON SIDEJIIIALKS, STREETS AND NON-DE515NATED USE AREAS. 12. RECYCLED i'IATl:R GUICK COUPLING VALVE5 SHALL 6E OF A 1YPE DE515NED FOR. THE USE ON RECYCLED i'IATl:R DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE JIIIITH POTABLE i'IATl:R GUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL i'IATl:R Dl5TRIC T l<l.lLES AND REGULATIONS. 19. METER.S SHALL BE SIZED BY THE Cl1Y OF CARLSBAD MUNICIPAL i'IATl:R DISTRICT. 14. ALL IRRl5ATION PIPES SHALL BE STENCILED JIIIITH THE i'JARNING, 'NON-POTABLE OR RECYCLED JIIIATER, C.OLOR-wDED (PUR.PLE) AND LAID Y'llTH JIIIA!<NING TAPE AND STENCILING ORIENTED TOi'IARD THE TOP OF THE TRENCH PER THE CARL.SeAD MUNICIPAL i'IATl:R DISTRICT ~ AND REGULATIONS 15. ALL POTABLE i'IATl:R AND RECYCLED i'IATl:R PIPING SHALL BE INSTALLED JIIIITH THE STENCILING ORIENTED T01"1ARD5 THE TOP OF THE TRENCH. 16. JIIIHEN A POTABLE i'IATl:R LINE AND RECYCLED i'IATl:R LINE CROSS, THE RECYCLED LINE SHALL ee INSTALLED JIIIITHIN A PROTECTIVE SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. SPEAR.S D5400 PRE-FILLED JIIIIRE CONNECTORS, FOR ALL JIIIIRE CONNECTIONS AS APPROVED ALL VALVE BOXES ON THE RECYCLED i'IATl:R SYSTEM SHALL 6E PUR.PLE COLOR CODED AND MAR.KEO AS INDICATED IN • 29. AN ON-SITE U5ER/SUPERVISOR SHALL 6E DE515NATED IN JIIIRITING. THIS INDIVIDUAL SHALL BE FAMILIAR. JIIIITH f'LIJM61NG SYSTEMS JIIIITHIN THE PROPER.1Y, JIIIITH THE BASIC CONCEPTS OF 6ACKFLOJIII/C.R055-WNNECTION PROTECTION, AND THE SPECIFIC. REGUIREMl:NTS OF A RECYCLED i'IATl:R SYSTEM. COPIES OF THE DE515NATION, JIIIITH CONTACT PHONE NUMeER5 SHALL BE PROVIDED TO THE SAN DIE:50 COUNTY DEPAR.TMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUNICIPAL JIIIATER DISTRICT. RECYCLED i'IATl:R NOTES, SEE DETAIL SHEET IDENTIFY VALVES BOXES BY BRANDING VALVE BOXES Y'llTH NUMeER5 TO MATCH VALVE ID TAGS let plan ehk. I0-15--02 IN CASE OF EMERGENCY CONTACT OR. AFTER HOUR.S CONTACT, NAME PHONE NO SYMBOL NO SYMBOL A5 APPROVED ALL VALVES ON THE RECYCLED JIIIAT!:R SYSTEM SHALL HAVE RECYCLED NUMeERED i'IATER ID TAGS INSTALLED A5 INDICATED IN RECYCLED i'IATl:R NOTES, SEE DETAIL 51,d, A5 APPROVED ALL CONTROLLERS SHALL HAVE RECLAIMED i'IATl:R PLACARDS INSTALLED A5 INDICATED IN RECYCLED i'IATl:R NOTES, SEE DETAIL 511d, NO SYMBOL K.6.1. KSC,-XXX-5 SY'IING CHECK VALVE, LINE SIZE, I DOJIIINSTREAM OF EACH P.e,V JIIIHEN P.e,V 15 LOJIIIER THAN THE SPRINKLERS KC-XXX-5 SPRING CHECK VALVE, LINE SIZE, I DOJIIIN5TREAM OF EACH P.e,V IMMEDIATaY ABOVE FIR.ST LATERAL LINE TEE, JIIIHEN P.e,V IS HIGHER THAN THE SPRINKLERS NO SYMBOL K.6.1. ~----v·.~ALVE NUMBER _L NAME PHONE / A2.0 \ 20 --tC>.l".M. • • ITEMS N0.'5 8, I<!, 4 29 SHALL BE REGlUIRED .JJST PRIOR TO THE ACTUAL USE OF \ 1.5' / 200D-----GTY. OF EMITTERS (IN DRIP ZONES ONLY) . RECYCLED i'IATER ITEM NO. 22, THE SIGNAGE PLAN, SHALL BE A PART OF THIS 1.P., 6UT J c;J-;.(Jo-, D.'-f.7-;. 11\ MIT/1:,AT/()/ll Al?.EA N:>PITIC;N. 7 I , NIA NIA NIA NIA 2nd plan chk 1:2-02-0:2 8rd plan c:.hk 1-21-06 ~ BT AFPROVe,:> TM JOB No. 0.2-06:2 C>ATE 7'-11-0.2 5CALE A5 5HOll'{N THE ACTUAL SIGNS AND TAGS JIIIILL BE INSTALLED .JJST PRIOR TO ACTUAL USE OF RECYCLED '------V. ALVE SIZE i'IATER 24. 5HOJIII ALL PUBLIC AND PRIVATE POTABLE i'IATER. MAINS ON IMPROVEMENT PLANS. fSHECT]I CITY OF CARLSBAD 1rs~E~TSI t=====1====jt=================================1=====1====jt====jt====: ~ . PLANNIN5 DEPARTMENT . " 25. ON REC.Ye.LED i'IATl:R SYSTEMS ALL APPURTENANCE5 (SPRINKLER HEADS VALVE BOXES, ETC.J SHALL 6E COLOR-CODED PURPLE PER AJlll1"IA GUIDELINES AND SECTION 404'!.54 OF THE CALIFO!<NIA HEAL TH AND 5AFE1Y CODE. 26. A PHYSIC.AL SEPARATION SHALL ee PROVIDED 6ETJIIIEEN ADJACENT AREAS IRRl5ATED JIIIITH RECYC,Ll:D l'IATER. AND POTABLE l"lATER. !;EPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOJIII smPS OR OTHER APPROVED METHODS. Sweeney & Aeeoclatee, Inc. lrrlg•tlon Deelgn & Cc»neult:lng 38730 Sky can,.,, Drho, SuOe C :••'i'°:,_ :':1:o~..:_e:~ax. 909~S1-88~-~ ~,'.c:~-.~ E--ma!I: laweeney'l@eartnet ,f & o 1 1'. 0 ~ ' 0 "~"lJ,,'it ,.,:~' •~!JI llOOil l'ff i.l 'L ~c q404 5ENESEE A\/EIIUE 5Ul11: 140 LA JOLLA C.ALIFORNIA 'l203i 858 . sse, em; FAX 858 · 558 -'1188 IRRIGATION LEGEND FLAN FOR, THE: SUMMIT (5DF 00-li/ZC 00-11/HDF 00-19) l----+---1f-------------------l----l---1f----1----I ~OV!i"-_,. ~~/:..J ..._ ______ S-22-Q3' l----+---1f-------------------l----l---1f----1f-----l ASSISTANT PLANNING DIRECTOR DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O11-JER APPROVAL . DA TE INITIAL CITY APPROVAL DWN BY: ---1 PROJECT NO. CHKD BY: ---, RVWD BY: 5DF 00-li DATE DRAWING NO. 409-"IL ~~ !;:;:;;:;=;:;:;:;=:=====ltEC=LA;;=irEb~ RA,& i-i@ssiJi@ CALGUI.ATION5 POC NA-1eEl't POC SIZE HTDRAIA..IC ~ POC, ELEVATION B.EVATION DIFFERENCE: STATIC 2' eo 16 2 &I i5 REMOTc COHTTWL VAL VE R.C.V. DEMAND 1.5" es 61 REMOTc COHTI'WL VALVE I c& REMOTE COHTROLo,iV._AL,=VE-=-S=l=ZE=-t----'''i:.5.,.' --l ~R.C~.v~.]DEl~M~AND~i~~~t~iset=~TOT~AL~DEMAi~ND~ ,e R.C.V. ELEVATION SIZE DESCRIPTION 5' SERVICE I Oh PSI LOSS 2 l"lATER METE!t 2 6.2 PSI 2 RIP BACKFLOl"l 5 12.0 PSI LOSS 2 F01 STRAINER 4 2.0 PSI LOSS 2.5 6ATE/BALL VALVES 5 2.0 PSI LOSS IS TER CONTROL VALVE 6 4.0 PSI LOSS I~ FITTIH6 LOSS I i.'I PSI LOSS 54 FEET EU:VATION GHAIISE Dt:,. TO Hl61EST fEAD II 14.i PSI LOSS TOTAL 5YSTEM PRESSURE LOS!l'!ilA-1 OF Ii 11-ft Iii 12 54.& PSI LOSS PRESSURE REGUIRED AT HEAD (Sf'AAYS, 30 • ~• 4a 15 40.0 PSI R.C.V. ELEVATION 'I& STATIC PRESSURE AT R.C.V. 6& SI DESCRIPTION ~ 2' 2' 1.5" .5 1.5" 2.5 SERVICE LINE I O PSI 1..056 l"lA TER METE!t 2 1.9 PSI LOSS RIP BACKFLOl"l 12.0 PSI 1..056 6ATE/BALL VALVES 4 2.0 PSI LOSS MASTER CONTROL VALVE .0 PSI l..056 i OF MAINLINE CLA9S 51!5 4.0 PSI LOSS FEET OF MAIN..11'E CLASS 515 PSI 1..056 REMOTE CONTROL VAL 2.0 PSI LOSS I~ LATERAL LINE 1..056 .0 PSI LOSS I~ FITTIN6 LOSS 1.4 PSI LOSS TOTAL ~ REGUIRED (!ilA-1 OF 11!!1 AND:,=_1::..,.:,14,_ _ _;;14~ __ '1,;,4;.,,.&..--+PS='----4 STATIC l"lATER PRESSURE lrMM ~---...:15~--!;15:;,.&~~PS~I __ --! RESIDUAL FRE59URE (!lUB'cmAG-=-,T'c-•-=14;.:FROM;,=~•~1!1,,__---;16'o+ __ -.,;i'l-ii.Oc'---l=PS'iili--__ -t SET PRY OR AT f'LUS 10 l'5 Ii NIA PSI PRESSURE BOOST IF REGUI (llls-tll~6<=+'-":20~FSl='fa,----.....;,&,;+---i,5'1;/-.0.;,.-.....;;.,P5=.,l,-----i SET PRV OR MCV AT 5 f'LU5 10 1'51) 11 NIA PSI ~ BOOST IF l'Q;GVIRl:D !!H116 + :20 PSI) I& PSI c.,ntro,w, l!I lll!CLAIMl!!D l"lA"l!:lt IM.ISATION CONTROU..l!llt tltlM TIMl!!S l"LANT TYl'E / Sf'RINK!Bt T'l1"t: eto N:,:, PR RATE IE RI.ti TIME GIUANTIT'I' FU! TIMI! Day,oPerV.Uk, 6 5.5 (HOURS) (HOURS) !ltr,.t, aid ISrOU'ld Covers, Spr",jH<eade !5.50 0.50 1.14 0.65 0.0'! 91 2."19 l'otor-Heoo. 5.50 0.50 0.50 0.15 0.2'1 , 1.413 Bl.t,blere 5.50 0.50 2.00 0.'10 O.o6 2 0.12 ~ 5.50 0.50 Oh5 0.'15 0.1, 0 0.00 -· IM:,bj.,-H9ada 5.50 O.tio !!.00 0.'10 O.o6 0 0.00 TUrt Sraee, Spr",j He<ldt 5.50 0.'10 1.14 01,5 0.15 I 0.1!1 l'otor-Heod6 5.50 0.'10 0.65 0.15 0.!14 0 0.00 C"l'CLl!5 f'Ell DA"!', TOTAL ~ OF 5TATIOll!I, 9'I TOTAL FWN TIME IN HOURS FOR DRIP• eueeL.!l'IS ONL"I', 0.1:2 TOTAL "1M TIME IN HOUl!S ALL SPRA"I' ZONES, 4.50 TOTAL "1M TIME IN HOUie, 4.62 convon.,-, A fl!ECLAIMl!D Mfl=R IM.l<SA TION CON11'0I.Ll!II. RIJN TIMl!:5 l"LANT 1YPE / Sl"RIN<:J..el'. TYFI:! eto A~ PR RATE IE RIJNTIMI: GIUANT11Y RIJN TIMI! DayaPerV.Uk> ,, 5.5 (HOURS) (1-IOURSJ 9lrub aid 6rOll'1d ca,,.,.., Spray Heade 5.50 0.50 1.14 o.ee 0.o'I ::If, 2.46 Rotorlieaa. 5.50 0.50 0.50 0.15 0.2"1 10 2.&5 e..t,t,1.,.. 5.50 0.50 2.00 0.'IO 0.o6 0 0.00 Drip 5.!50 0.!50 0.t>e 0.'15 0.11 I 0.1"1 r,... .. , e..t,t,,.,. Heade 5.50 O.&O ,.oo 0.'IO 0J:16 0 0.00 TUrt 6rclff, !lprcJ,j Heade !5.!50 0.'10 1.14 0.t>e 0.1!5 2 0.2'1 Rotor Heade !5.!50 0."10 0.65 0.15 0.94 0 0.00 C"l'CL.e FEil DA"!', TOTAL N.M!9eR OF 5TATIONS, !'I TOTAL "1M TIME IN HOUie FOR DRIP • et.eBU!l'tS ONL "I', O.li TOTAL RIJN TIME IN HOURS ALL SPRA"I' ZONES, !5.60 TOTAL RIJN TIME IN HOURS, !5.i& Cont:roll.,-' C 1'0Ml!STIC M mit 1""'5A TION CONT1'0L.LER 1'IJN TIMl!:5 l"LANT TYl'E / Sl"RINKLl:l'I. lYl"f eto A~ PR RATE IE RIJN TIME GIUANTIT'I' 1'IJN TIME Daya p.,-V.Uk, f, 5.!5 {HOURS) (HOURS) 9lrlA, and ISrOU'ld ca,,.,.., Spray Heade 5.50 0.50 1.14 o.ee 0.0'! 10 0.'15 Rot:orHolad& 5.50 0.50 0.!50 0.15 0.2'1 0 0.00 e.Aoblers 5.50 0.50 9.00 0.'10 O.o4 'I 0.96 Drip 5.!50 0.50 0.t>e 0.'15 O.li 0 0.00 Tr ... , e..tt,1.,-Heade 5.50 O.&O 9.00 0.CI0 0t)f, 0.2!5 TUrt Sra., !lprcJ,j H9ads 5.50 0.'10 1.14 0.65 0.1!5 I 0.1!1 Rotor I-leads 5.50 0."10 0.65 0.15 0.94 0 0.00 TOTAL~ OF 5TATION5, 24 TOTAL FWN TIME IN HOIJR5 FOR DRIP• eueBI.ERS ONL"I', Ohl TOTAL "1M TIME IN HOIJR5 ALL SPRA"I' ZONES, I.O'I TOTAL RIJN TIME IN HOURS, 1.10 ' I PROJECT, CARLSBAD AB 92!5 NATER CALCULATIONS -n,. 51.mmlt CGrlobad, CA l"ro ~t !:To, 52.50 MAXIMUM Al'l"I..IED NATER AI.LOl'IAHCI;, (6ALLON5 PER YEAR.) MNAo(l:To)><(O.&)x(Total Sq_. Ft.)><(h2) 52.50 x o.e x 111,56& x Oh2 ■ 5,o!6,269 Sal/fr ESTIMA11:D APFLIED NATER usa,, (6ALLON5 PER YEAR.) l:W.J• (l:To)x(Plc:ri l"aetorJxt¥oZll!V Sq. FtJ><(h2) irrigation Et¥ic.tenGg HY'Cll'OZOHI! I I, (Turf Ar.a Nlth !lprcJ,j H9ads) 52.50 X oq " 3/40 X 0,62 ■ Oh5 ~ZOM! I 2, (Sround C,o,,ttr Ar.a Nlth !prQj Heodf) Sal/fr 52.50 X 05 X f,!5215 X 0.62 ■ i,6M,!le6 !Sal/fr 0.t>e HY'Cll'OZOIE I 9, (Sround ca,,.,-Ar.a Nlth l'!.ot:or Heade) 52.!50 X 0.!5 X -415:t'A X Qfl'.2 • '1"12,161 Sal/fr 0."15 H'r'OROZONE II 4, (SrOIA"od C,o,,ttr Ar.a Nlth l!!ul,blttr IM<:ldllJ 52.!50x o, X lflf"l x Qfl'.2 ■ !16,o54 !Sal/fr 0.&5 HY'Cll'OZONI!: • 5, (Sround ca,,.,-Ar.a Nllh Drip) 52.!50 X 0.!5 X t,bQ X Q,t,;! ■ O.'I MAX Al'l"Lll!D NA11=R Al.!.Oll'IANCI!, ALI..Ol'tAHCl:Al'WICI: TOTAL ESTIMATI=D MTER U!ll:, 15)!!52 Sal/fr 3"'6 265 6al tfr 2/!141610 Eol Hr: 40ll!5.5i HCF/T'r. 21&.51 HGl"/T'r. 21&4.12 HGl"/T'r. 1926.2!5 HGl"/T'r. 4&.1'1 HGl"/T'r. :20.1" HGl"/T'r. 40M ,, HCFt:r:r a,qe,52 HGFt<e IIU!Vl&ION9 Sw••n•r a Aaaoclatea, Inc. 1Mp11121"'1.c:.hk 10-15--0:Z Irrigation D••lan • Con•ultln■ 2nd plan c:.Mk 12-0:2-02 •'ii;• !Ir-a plan c:.hk. l-.2""1--0S NnORJC..,.Drtve....._C :'9 .,."! lllnlllt.CA12113 j o Ph._...,,,...,__IQ9..at-llllO. : ,,.,._,.,,..,. .. T 1411: la .,.. ............ . ~ "0,10 ~ TM • ..""9NO. 02-092 DAT!! i-1""1-02 9GALI!! AS SHO!o'iN t---t--+-----------+-----1---1-----1---lrSHEEflj CITY OF CARLSBAD 11s::0ETSI ~ -PL.ANNIN& DEPARTMENT . l c\"\l)S( \Pl' \Rl Hllf( IL RE lf<IC4 6ENE5EE A\/EtU: 9Ul11: !40 LA JOLLA CALIFORNIA '12031 ~-55e &m FAX ~ 55e .q1ee DA TE INlllAL ENGINEER OF WORK ' I DA TE INlllAL REVISION DESCRIPTION OTHER APPROVAL !RR!6'ATION C.ALULATION FOR, THE: SUMMIT (SDI"' 00-11/ZC 00-11/HDP 00-la!l) DA TE INlllAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ---SDP 00-11 409-<'IL RVWD BY: ' ,------l'INISHEO 6RADE IN TIN NIEM ,----l"LASTIC. Rl:c.TANISl.l.',I!. V"4.VE eox NIT!! BOLT OOl'tl GOVER, USE 5TAINJ.f55 BOLT, M, AND NA5l£R. eox TO BE l'LAGED AT Rl6KT ~ TO HARDSGAPE ED6f. HEAT eRAHP 'BY' ONTO LID. ~-5AU. V"4.VE, SB: LE6END FOR ~IFIC.ATION -FINISHED 6'tADE IN SHlijJB AAE"6 ;;;;j_~--~ !U'l'I. 'I' LIIE DEPTH A5 PER Sl'EC5. ~--PVC, MALE AOAPlcl'!. ===----l!AA!l5 UNION ..._ ______ E!RA55 Nlf'l'U! ......... _______ L.AND5c.APEFAl!RIC. NOTE: y,;'--TI_ON_VI_B'j ___ N,_T_S_----S/4' FIOGK, 2 aetC. FT. eox TO BE INSTAI.U:D A5 TO AL.l.Ol'I FOR~ ~TION OF 5AU. V"4.VE INSTALL AT Rl6HT AN6I.E TO HARDSc.APE ED6f, INSTALL V"4.VE OFl'-aNTER IN BOX. INSTALL V/>J..VE eox EXTENSIONS A5 REGlUil'!ED TO Ac.HIM~ V/>J..VE INST"4.LATION AT MAIN LINE DEPTH. E BALL VALVE J N c.LEAN GOMl'Ac.TED 5Ac.KFILL PAVIN6, BY O'l1et5 IJNDIS1VRl!l!D SOIL 6' Dl!!'TH A5 !!HOl'tl OR ON GONc.RfTE SI.Al! FOR ON !ll1'0CTt.l'!E IN5T"4.LATION. SLEEVES TliROU6H NALL5 BY OTHERS. SLEEVE INSTALLATION .....--------FINl51E) 6RADE IN 11R' Nl!EA5 .....-----TOl'O l"'C,H-H I'll DL:200 AUTOMATI<:; FLUSH VALVE J/IIITH DL-1!5MA..<fl56 3/4' MALE AD~ ~---l"LASTlc. 1'.0lJlt7 V/14..vr! eox, 6' SIZE HEATBIWV 'FV' ONTO LID. IF""""""""'F"'::''E'~~~= -l'INl!ltB> 6AAllE IN SHIU! >R>e, ?'0JQN YICl'I -N,T,!. ___.--DRIP -n.e!N6 LEN6TH A5 REGlJIRED -....---. ----DRIP 1\Jl51116 !iNEEP DOHI TO ENTER V/>J..VE eox L.ANt:l5c.APE l'Al!IRIC, 9/4' fltOc.K, I CUBIC. FT. TOfllO !IAAeEI? ELL /DL-£'!01&) DRIP FLUSH VALVE -----l'INl5HED 6RADE IN 1IJRI' M/1:AS ----l"LASTIC. Rl:c.TAN611.AR V"4.VE eox NITH BOLT DOltl c.ovER. USE STAll-l.l:S6 BOLT,"'!!,_~ NASHER. eox Tei BE PLAC,S, AT Rl6HT """"'-C TO HARDSc.Al"E EDGE. HEAT BRAND "FS" ONTO LID. PURPLE IN COLOR l'I..Ol'I SENSOR. SB: l.l:6END FOR SPEc.lFlc.ATION • -FINl5H!D 6RADE IN SHIU! NIEM '----BRlc.K !!lUl"l'Olll5 t_------LANDSc.AFEFAllRIC. (AU. AROUND SIDES AND BOTTOM) '----------3/4' FIOGK, 2 GU31C. FT. YGDOH Vlert .. N,T,5,, roc.~~~~~l~Pl.AII. NOTt:, INSTALL FL.Oll't !51:NSOR A5 PER ll£ MANFAc.TIR:R'S REc.Oi'tl'Ell)ATIONS, NIRE TO IRRIGATION CONTROLLER. USE 45 D65REE El.LS TO Ac.HIEVE MAINLINE DEPTH ON THE DOl'tl-STl'EAM SIDI; Of THE FLOW SENSOR. D FLOW SENSOR MAINLINE AND CONTROL WIRES TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER DEPTHS SHOWN ARE FOR IN GROUND INSTALLATIONS. ON STRUCTURE INSTALL PIPING AT DEPTH SHOWN OR AT CONCRETE SLAB DEPTH. I PIPE INSTALLATION l'INl!!i-ED 6RADE DRIP 11.e!NIS T'l'FIC./>J.. eoT!! !IDl;S " ll!, INc.. Ml'!Gll.MIII. PROlllJC l►.8, 5 565 SPIN LOC, FITTIN6 i /5PL X 5f'I.. X 1/'Z' S0c.KJ:T ...:ill-I I 1-1 I 1-1I1-111-1 If ~I Ii' 111 Ii' 11 1 Ii' 11 1 Ii' 11 1 Ii' 11 1 I 1= 1=111=m=111=111=111 r = = -A - 4' ~" rr 1/2' !5c.ll &o T .O.f. Nll'Pl..e L.EN6TH A5 REGIUIRl!P 12' eLE KIN6 eROT1D!5 FLEXI NIPPLE, IIFVN-500-6F MIPT ~ FIPT, 6' LEll6TI+) 5c.H. 40 f'VC, T!!: SJ<Sxr, LINE 5121!: !Sf 1/2 • f'VC. LATEIW. LINE \ • 1 M PVC/DRIP CONNECTION . ' -----f"LA5TIC, 1111::CT~ V"4.VE eox NIT!! B0L T OOl'tl GOVER, USE STAIIU:55 50LT, M, AND l'lA!ilER. eox TO BE f'L.ACl:D AT RIGtfT AN61.E TO ~ ED6E. HEAT eRAHP 'MV' ONTO LID. PURPLE IN COLOR -~~;u::~::i::::MAS=~ CON11'0L V"4.Vf., SB: l.£600 FOR~-;:;:, i= i,iii;;;;,i(--FINISHED 6RADE IN SIR.e >R>6 I -II I fllllllllllllllllllllj~iff!!ffl---24' NIRE LOOI' V/>J..VE ID TA65 PVC. sc.H -40 FfHAL.f ADAP!cR, 2 RfGIJIRED ~f'VC. MAll«.INE TO IRRl6ATION c.oN11'Wl. V/>J..VS l!IRlc.K SUPPORTS '------E!RA55 UNION ......... ______ E!RA55 NIPPLE T'l'F. '--------I.ANCISc.APl:FAl!IRIC. (ALL SIDES AND BOTTOM) 5/4' l'Oc.K, 2 Cl.el(; FT. L----------------PVc. MAINLIIE PIPE FROM SAc.KFI.Ol'i PER ~5. 45 DE6REE El.LS TO Ac.HIM MAll«.INE DEPTH FROM i.f>-STREAM SIDI; OF MASTl:R V"4.vt. A55EI 161.Y. C MASTER VALVE H ,,---STEEL VANDAL PROOF ENCLOSURE SEE LEGEND FOR SPECIFICATION ,,---RAIN / FREEZE SHUT -OFT DEVICE, REFER TO LEGEND FOR SPECIFICATION ,--7_.f=::::!.._ ___ IRRIGATION CONTROLLER GFI TYPE RECEPTACLE W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1 " PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT QUICK PAD FROM V.I.T. PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. .. l=-1r=--FINISH GRADE ' :, : I I , , I I ----3• PVC ELECTRICAL SWEEP FOR '-:::::::::::::ilfi LOW VOLTAGE CONTROL WIRES ...._ ______ 1 • PVC ELECTRICAL SWEEP FOR 120 VOLT POWER WIRES T 5/8" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER GROUNDING RESISTANCE MEASUREMENT SHALL BE 5 OHMS OR LESS CONTROLLER M!Tl!R eox 1'4/ MEl!R SIDEl1ALK Gl"'5 l'OTAl!ll..f ~c.E Lill! 12' MINIM.,l,I ~'l'GLeD il'IATl:R lltltl6ATION MAll«.INE 1'4/ SLEl:VE NOT!:, VERTIC."4. a.EARANc.E OF 12' MINIIJHJM IS MANDATORY NEIi GROSSIN6 PATH OF A POTABLE il'IATl:R LIii!. INST/>J..LATION OF l'l:C,YC,LED NATER IRRl6ATION MAINLINE 24' FROM FAG!: OF 51Dl:NALK NILL PROv'IDE THE NEGE55AR'( 10' HORIZONT/>J.. a.EARAHc.E FROM POTABLE HAINLINE IN THE SIN±I. .....---------------PIN15HMADE .....---------M DEVlc.E seE IJ:6END FOR ~IFIC.ATION ,---------l!RA55 BALL V/>J..VE TYi". r------Wl'E STRAl!t:R i ----1-E!RA55 Nlf'l'LES MIN. 4' T'l'F. .....---+----E!RA55 W... 4 REGlUll'!ED ----BAc.KFl.Oi"I ENc.l.05URE IF Sl'l:Cll'IED ~---l'RfSSlft mt.lATOR OR Wl'E I STRAINER IF Sl'EC,IFIED, SEE BEI..Ol'ol 7---E!RA55 !HON, 2 REGUIRED _A----E!RA55 Rl9ERS LEll61!! A5 ~ I&' ~:w:~--f'VC. MAINLIIE TO MASTER V/>J..VE ......... ___ 5c.H eo PVC, FEMAl.f: ADAPTBt '----5c.H eo PVC. NIPPLE 6' MIN. c......-----c.ONc.RET'E m!ST l!LOc.K O GU PT) '----------c.oNc.RETE SI.AB, SEE BELON NOTt:'--, -------------f'VC, HAINLIIE IF Wl'E 5TRAlll:R OR PReelJRE Rl:tSLI.ATOR 15 SPl:Glfll!P, INSTALL ON El'M:R ll£ HORIZONT"4. PIPIN6 OR ON Tl£ OONNSTREAH 1.1:6 A5 SPAGE PERMITS. c.oNc.RETE SLAEl SHALL BE MINIM.A-I 4' THIC.K I&' NIDE AND EXTEND AT LEA5T &' PAST Tl£ eAc.KFl.ON ASSEl1BLY PIPIN6. IF 6Ac.KFI..ON ENc.L.05URE 15 Sf'EC,IFll!P INSTALL PER C..MIW. STANDARD Dl"l!o. NO. l'i-20. B BACKFLOW ASSEMBLY -----FIN15H 6RADE IN 1IJRI' AREA5 LATER"4.-- mw.e ADM'. --lll--' 5a!. OOPvC. sc.H. eo UNION f"LA5TI(, l"f!,TANl!il'-""'-VALVE eox I'll!! l!OI.T CIOl'tl GOVER, USE !lTAINLE'S6 BOLT, NIT, AND NASIER. eox TO BE Pl.Ac.ED AT Rl6HT ANeLE TO HAAD5CAI"! ED6f. HEAT BRAND 'fU.V' AND c.ONTROL STATION• ONTO LID. -l"INl5H!D 6l'tADe !II IN SlffJ8 AREAS 24' NIRE I.COP ;::::,=:!l::;:"i\r"---V"4.VE ID T>6 -fl\\---f'VC. THD. ELL 5c.H eo f'Vc. "---l""=F-\ll---GOIITROL V"4.VE --5c.H eo f'VC. NIPPLE T'r1". l!IRlc.K !lUl'f'ORTS ,__ __ lltltl6ATION MAllt.llE ......... _____ ,14• ~ 6AAV!L mo ae1c. FEET ~------LA""5c.AFEFAl!Rlc. "fC·!JON Yim -N.IA G CONTROL VALVE l'OTAl!U: MAIN.Ill! (5EE llffOvEMENI' DIW'IIIIS6) 12' MIIIHM DMIIRED VERTIC,/,4. eEPARATION ltECl'c.Ll!P NATE!t ""'16ATION MA11U1! NOTE, ALL l'l:C,'l'C.Ll!P l'lATl!R l~ATION Pll'IN6 AND 5l.fl!VE5 5HALL BE f'IM..E AND LABEU:D A5 SPEc.lFIED IN, 'STANDMD Sf'EC,IFICATIONS FOR f'RIVATE 1Rltl6ot.TION !l'l'STEMS' 'C.ARI.SSAI) REc.l.AMATION IW.ES AND llE'6tl.ATIONS FOR c.ONS11<1Jc.TION OF Rl:c.'l'c.LED NATl:R HAINS' OC.TOBER 1""5 NOTE: .....--------INSTALL Sl'RINKLER 11:AD l'UJ!lll NIT!! FINISHED 6RADE IN 1\JRF AREAS ,_ ____ POl'-IJF' 5PRIN<:t.ER IEAD, ~'I' OR IIOTOllt SEE LE6END FOR SPEc.lFIC.ATIOII ~--INSTALL !lf'RIIIUR H:AD 1/2' NJO,/E FINISHED 6AADE IN SIRe AND 6ROUND GOVER5 AREA5 ---NATIVE OR I\IENDeD SOIL --CONmA(,TOR A5eEMlll:D SNINIS JOINT, SIZE PER INLET, c.oNSISTIN6 OF, mo sc.+!. -40 PVC. STREET El.LS ONE sc.H. 40 PVC. THD. ELL ONE 6' ~ 5a!. eo NIPl'I.E ONE sc.H. eo NIPl'I.E, l.EH61!! AS llil!GI. ---5c.H 40 PVC. 5J<SxT TEE FITTIN6 LATER"4. x 5PR~ llU:T SIZI!: LA TER"4. LINE. SEE Sl'EGll'lc.A TION5 FOR 1'l'PE ANO DEPTH REGIUll'!ED ~~...L..... INSTAU. SPRINKLER I-EADS 6' FROM PAVINS ED6E IN e«oUND ~ HIE.AS. INSTALL Sl'RINKI.ER HEAD5 4' FROM PAVIN6 ED6f IN Tiff AREAS. INSTALL SPRINKLER !£ADS F'UIMB. ADJJST SPRA'l'S OR NOZZLE 5'1REAH TO CO\l!:R LAIID5c.APE AREA NITHOUT OVER SPRAY ONTO PAVIN6, f'EI\IC,J:S, NALLS OR et!ILDIN6S. A POP-UP SPRINKLER ~----FINISIED ~ IN l1JII' Ntrl6 ----l"LASTIC. ROUND V/>J..VE eox NITH l!OI.T OOl'tl GOVER, IJ!if !lTAINLES5 BOLT NIT AND NA5Hl:R. fl:AT BRAND 'Gl{,V' ONTO LID. -FINISlf:C) tS4tADI: IN !l-"'-18 Ntrl6 GIJtc.K c.alA"l..ell V"4.l/e SEE l.E6EHD FOR Sl'EC. l=;J_,~==~t====-=6/>J..V. f'l.tlc.H I.OC, (2 l'EGIJ •~ eRA55 NIPPLE ILEN6TH AS REQJ '-..,--l!IRlc.K !U'PORTS .---BRA56 lRll'LE !ll'lltl6 .t:)INT (SIZE PER Gl{,V) USE ffiO 5iRf.FT BJ i_ ~J!IPl'I.E (6' MIN. LEN6TI+), AND ONE 1 """"1Jl::LI B.l FOR A5SEI 1flL 'I' ~J--->--HAllf..llE, 51::E Sf'l:,C,S, -------114 X 56' REeAA STAl<f '--------LANDSc.APEFAl!IRIC. '---------3/4' FIOGK, I aetc. FT. "f(,TIQN yl&j -N,T,5, NOTE· U U5f Tl!l'l.ON TAPE ON ALL NeADl::D l'ITTlll5S 1"r'Plc.AL 2) GIJlc.K c.olA'l.fR VALVES 5HALL BE OF A T'l'f'E Af'f'f/0,/f!D l'Oflt 1111::CYCl.eD il'IAfflt lee. F QUICK COUPLER 'AS-BUILT' TITLE DATE REVIEWED BY: INSPECTOR DATE APPFtOVED l"OR F'LANTIN6 AND IRRl6ATION ONLY, INC,l.UDIN6 PREG!fzf LOG-ATION OF PLANTIN6 A~. llSCA 111...,, te.!!Vt!!ilON& n P'-1,=~i'"" 6,..,.--I* L POT ABLE SERVICE LINE CROSSING K POT ABLE MAINLINE CROSSING t•t:: pl~n Ghk. 10-1~-0:Z 2nd plan d"ik. I \'\l)\('\fl1 \R< IIHFCll RF '1404 60EtE AVEIU: SUITf l4C LA JOU.A CALIFORNIA ~i ese,.55e um FAX e5e. 558 -'1168 I 1:2-0:2-0:Z 9rd plGn Ghk. 1-21--09 ~ !IT ~C> TM -'OeNO. 02-0S:2 C>ATe -r-1 '7--0::Z "'-AL"' ..... 51-!0 ...... l----+--l-------~--------l------l-----1----1----1 ~ I CITLg! ~¾~BAD 11 ~ DA lE INlllAL DA lE INlllAL DA lE INlllAL ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL aTY APPROVAL IRRl6"ATION DETAILS FOR, THE SUMMIT (SOI"' 00-li/ZC 00-11/HDP 00-19) DWN BY: __ _ CHKD BY: __ _ RVl'IO BY: PROJECT NO. SOP 00-li DRAWING NO. 409-"IL "5 Of6REE ELL '!1«JST eLOa5 TO !le I C,IJ6IC, FT OF GONCRE'TE THRUST lll..OCKS TO el!: U5Et> FOR S' AND LAA6ER FL,l,5TIC, Pll'E l'ftN' l'LAS11C FIT111l55 U51N6 ~ f'll'E TAI'! ALL C,ONC,RE!E TO el: ~--GONGl!El'E lltlllJST eL0GK. T\"PICAL ~-M.AJHLINE 1'11'1: POR1\.AND CEMENT 420-G-2000 TEE S THRUST BLOCKS ~t,t:GREEa.L ------F1N151El 6""'0E IN 'IUIII" AflVS -----l"LA511C l'ECTAN51.1.AA VALVI:. 1'0X ~111-f 1'0LT C10i'tl CO'v'c1', U!iE 5TAIM..E55 1'0L T, NIT, AND IIWil ER. BOX TO Bf f'I..AC,fJ:) AT 1'!6HT AN6LE TO HAAD5CAl'I! EP6E. !EAT BRAND '86' ONTO UP. ~-BASKET Sllt'IIIER, SEE L.f6END FOR 5l'ECR'ICA110N -l"INl!HEP 6RAPE IN !lHIILe N11!l6 -----GONGRETETIRJST llLOC,K, 'IY!'IC,AI.. -MAllt.lNE f'll'E ~1:8::J...;::::::::::= G MAINLIIE TO U.V. -~ SU"f'ORT5 '-------l!IAAS6 UNION L-------EIRA55 Nlff'LE T\"P. L--------LANP5C,AF'EFABRIC L--------5/4' ROCK, 2 CUBIC FT. L---------------F>/CMAINUIE """"PD£-. ~. 5P'C,ilON Yll:l'I -NT.S. USE -4"-i DE6ll!EE a.LS TO ACHlevE MAINLINE: 1'E!"'TH !"ROM IP-SmeAM SIDI!: OF THE BASKET S"TRAINER ASSEMeL. Y. R BASKET STRAINER !'LAN VI~ -N. T .S. SE(;110N Vet -N.T.S. .. . . . --•. 4 I.~ END !iUC110N Cl:lffltlMAL l'I.H', ""6T.ll!OII "'°1'IZE FITlEP, BACK t'll.l.OUT PE511SN, H;C,!WIIC,AI.. SEAL, OPP MOTOR. 2. l&IA 4 eia.osa, CONT1'0L PAN:l, l'IITH C,li'laJIT ~ M,1611:T1C, 5T""'1ER, HOA 5rl!TCH, AND COMf'ONl:N1S TO MOM,t,l'IC,,t,Ll 'I' CON11'IOL eoo5'!ER f'UMf' 5'1'5'!EM. a. MARINE 6RAPE AI.U'tlNJM ENCL09IR:. TOP HIN6l:D PE516N 1'1111-f Vl:HTI$. 4. ""6T ll'ON 1:1.ASTOMER LINl:D FW. UJ6 NAPER 5T'l'LE Bl11'11:RFl.'I' VAL.VI:.. 5. CAST IRON BRONZE FITTED DISC ST'l'LE l1AFER C,l£GK VALVE. 6. ~ 6AIJ5E, 2 1/2' DIAL, LIGUIP FILLED, STAIIUS6 C,"8:, 0 -200 1"51. i. FLON SNITCH, NOll-+ETALLIC,, !"APPLE ST'l'LE, NON-AP-l.lSTABI.E, 1001"51 AA,a:). It Tl'l"f ,_' c.of'l"ER, SEE RM" 5l'EG FOR SIZE. 'I. !SOI ANSI AA'lcP BAAS5 001M" FLANSE. 10. FABRICAlEP Smic.TUR,t,L AI.U't!IOI eME!'I.Al!. II. SEE f'UMf' 5l'EG FOR SIZE,~ PAP, ASTM G-'14, AC! STD. 31&-e!I PE51611 MIX. 2SOO f'SI AAlEP. 12. OOIJBLE F>/C, TAFE Nl!Al'l'l:D eAA55 Pl!'!. 13. F>/C, SCHEl?U.E flO/efW:6 COMPANION FL.AN6I: C,ONIIEC,TION. 14. C,ONGFCE1'!: TIR'ST et.aC,K, SEE PIH' 51'1:G FOR SQ. FT. MINIMM. 15. MAIN POI'S!. CONDUIT. 16. IRRl6A110N GONT1'0Ll.l:R 516NAL GCINDUIT. X PUMP ENCLOSURE ~PE 1l't:) HJH'lER PC,N-,0 OS 6f'M eueeLl!le l'ER11'5: .,-----"1,ll!EBt Pl'AIII C,AP MISSION RUellER CO. NO. 0'104-015, 4' + + + + . + + + + - + + + + . + + + + . + + + + . + + + + • + + + + . + + + + 0 0 mm'F..-.--------Fllll!iH ~ '"tM~~------aeeLER HrAP, SEE _ I.E6EW FOR 51'EGIFIGA110N TOP I' ElEI..ON FINISH 6RAPE f--ffi-==~, 1~,-~----!lCH flO Nlf'l"LE, U:N61H AS REGVI~, 2 REGIUIFt!:P ll='~-1-+~~------HUNTER HC-!50F-501" ANTI ~. ~~Ill'= DAAIN VALVE ~ l:i -------NATIVE SOIL • I • -TiTi-,•o • -------F>/C, lA'l'ERl,L LIIE 0& ~6-t:Jr:,:::::::-• 0 • • • -------PlltlLL '11-MJSH 1'11'1: • ......_ _____ 1/2' PVC ELL '5xT) FINl!il!B) 6RAPI: 2' MIN. ,---------l"tNf,e, 6RAPI: IN~ NIV6 ----TORO YP-!I00-84 AIR/ V~ N!l.11!1' VALVE .----PLASTIC ~ VAI..VI:. eox, 6' ~ZI: !EAT !lAAHP 'Nr:-1' ONTO LID. -FINISl£P 6RAPI: IN 9IR.e Af/lEJ6 2' MIN. elltlGK !U"f70kl5 ►M----------4' PIA. x !16' LONS .,--MICK !!Ul'l"Olt'I'! l'ERFOAA "TEP F>/C, Pl'AIN Pll'E FILL 1'11TH !1/4' 6RAVl:.L TO BOTTOM OF GHECK VALVI:. '--------------Mtea'P eACKF'lLL '-----------------ROOTl!IALL OF11ltl!I: 5EC.110N V9I -N.T.S. '-------l.,l,NP!!C,,t,l"!F,1,!1'1G '--------. 5/4' ROGK, 2 aJBJC, FT. "f01QH YU:t'I -N,T,5, Q TREE BUBBLER IN DRAIN TUB p DRIP CONTROL VALVE ,,-----1.0l'I VOLT-"61! 1'11'!5, 9 MAXIHA'I Oll1!:R C,H!/E. OF C,OIIEC,TOl't 5ffl!P AND Tl'IST 1'11'!5 FOR l"l!.OPElt ~110N ~ COl'f'l!1' !51.l!IM; INSTAU..eP 1'1111-f ~ TOOL C,OIH;C,TOR ltel!RT ""'•----5-!"'eV BALL Tl'l"f 150!.ATION V>J..VI:. ~----SCH 50 PVC, UNION ----~(Jeffl'A!-'11<,n ll!llll!H J.1-- I------M6ATION 5l&+IAIILIIE ,..--LA'l'ERl,L UIE TO SPRINKl..f"5 =~=I&' Ol'I" OFHARPSCAPEEP6E ==1----5-!'eV BALL Tl'l"f 150!.ATION V>J..VE '-f----!lCH flO F>/C, UNION Lll;l-----GUGK C,(ll,l'IJ!R !!1'11116 ..l:>INT <1>-1-----~~fVE INA V WIRE CONNECTION u ~~,U RCV MANIFOLD DIG ALERT 'AS-BUILT' DATE CONTRACTOR RESPONSIBLE fOR CALLING DIG ALERT PRIOR TO ANY GRADING, TRENCHING, DIGGING, DITCHING, DRILLING, AUGURING, TUNNELING, SCRAPING, CABLE OR PIPE PLOWING, AND DRIVING, OR ANY OTHER fORM Of EXCAVATION. CONTRACTOR'S PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTlflCATION THAT THE MARKOUT HAS BEEN COMPLETED. PROPOSED DIGGING MUST BE COMPLETED WITHIN 1-4 DAYS UNLESS A CONTINUATION IS APPROVED BY DIG ALERT. CONTRACTOR IS RESPONSIBLE FOR CALLING DIG ALERT AT 1-800-227-2600. m~------------ REVIEWED BY: INSPECTOR DATE BUILDER'S NAME: TELEPHONE: DATE PLAN PREPARED: BY: Sweeney a A••oolat••• lno. lrrl••t:lon D••••n a. Con•ul'l:ln• 'AS-BUILT' TITLE REVIEWED BY: INSPECTOR ~Al'!! F~C, 5/.4' ROGK, I GU!IIC, FT. ,rc:nQN YJEl1 -N,T,5 1/2" FVC. TEE (SxSxT) J/'IITH TORO C.A110 COMP. ADAPTclt 0 DRIP AIR RELIEF VAL VE NOTE, I. CfHffllt VAL.VI:. 1'0X <M!lf. 1'&!011! ~ VALVE TO FACILITATI! 9VICINi!; VALVE. 2. SfT PGV AND V>J..VE eox AS!!l!ltll'I' IN~~ lt£RI! PO$SIBI.E. 5. !!ET eoxe PAR .. 11 Pl TO eACH 01'Hl!I'. AND I B<I Elt>IGILAI'-TO l!Pt§!. 4. AVOID HrAV1L'I' C,OMPAC,11116 SOIL MIOMJ VALVE eoxe TO l"l'QM!NT GOIJ.APSI! AND DEFORMATION OF VALVE BOXE5. 1'4"Xl"I" "'=GTAN6UL.Afll VALV!! eox TYP ·.- rQJICK COUl"LIN6 VALVE eox, T'r'l". 0 0 ' ' / '\ 0 0 0 - • 1:2· 1:2• <'I T VALVE GROUPING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. , REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FlELO. 12' .,_,oscAp G\ I 1-,,, ~- 0 0 ~ • <'I .., .... c., ... -.., -'I•• ...J •,..~ l.<.S-"-jlii, I\""""--j -< * ~-....lo ..,=----, * ~~,jG.-10..2..~~ OF CA\.\ ~l&lc:>NS le,t. plan .e:.hk 10-15-02 :ilnd e:1oe::in ,e.hk 12-02-02 !Ira pldll'I c.hk 1-2'1-0S ~ !"OR P'LANTIN6 ANO DATE IRRl6ATION ONL 'I", INCLUC>IN6 PBEC-!91: LOCATION OF F'LANTIN6 AFtEAS. ~ l!IT ~ TM DATE JOl!I NO. O:Z-09:Z C,A,.., -r-1-r-02 9<-AI.." A& !OHO ...... t---+--f-------------+--+---1-----1----1 IT:] I CIT~! c£¾~BAD I l~ I -I '\llSC'~1', -\R< fllrf Cl l RF q404 6ENESEE AVENE SUl'Tc l40 LA JOLLA CALIFORNIA ~1 ese,.~ &m FAX ese,. ~ .q100 DA TE INITlAL ENGINEER OF WORK DA TE INITIAL REVISION DESCRIPTION OlHER APPROVAL IRRle.ATION DETAILS FOR, THe SUMMIT ($01"' 00-1"1/ZC. 00-11/HDF" 00-19) DA TE IN(TIAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: ---SDI" 00-1"1 40"'--L RVWD BY: .., -. SEC,TION 02&11 LANDSCAPE IRRl6ATION PART I -6ENeltAL. 1.01 9UMMARY A. It le the lnt.nt o, the epec1'1o.atlone and dra .. 1nge that the ,1n1ehed eyetem le o.omplete In everi1 reepeo.t and ehall be ready for operation eatlefao.tory to the O..ner. e. Th• ..ark ehall !no.lude all material&, lat:>or, eervlo.ee, transportation, and equipment nec-ary to perform the "'ork ae lnd!c:at:ed on the dra,..lng&, In these epeo.1¥10.at1on, and ae nec-ary to o.omplete the o.ontrac;t. I .02 CONSTRUCTION l:'RAJIIIIN<!of> A. C>ue to the eo.ale oP the dr-1~, It Is not poHlble to lndlo.af:e all oPPeets, flttl"9", el•ev-, eto.. "'h!Gh may be r9<tulred. The Gcntrao.tor ehall o.arefully 1nveet19ate the etruo.tural and flnlehed o.ondltlone aPfeo.tln9 all oP hie .. ork and plan hie "'ork oc:o.crd1n9ly, furnishing euc;h fitting&, etc;. ae may be reo,utred to meet euc;h o.ond!ttone. Dro,..lnge ore generally dtogrammatlo. and !ndtc;otlv• of the "'ork to be lnstal led. The "'ork. ehall be lnetalled In euc;h a manner ae to avoid o.onfllc;te bet .. een lrrl9"tlon eyeterm>, planting, and arGh!teGtur-al Peatur-. e. All "'ork ,:;ailed Por-on the ~Inge by note• or deta!le eholl be ,umlehed and lnetalled l"thether or not epeGlflo.ally mentioned In the epeclflo.otlone. l"lhen a, Item '" sho"'n on the pion• but not ehoNn on the speo.lf~atlon• or vlc;e ver-ea, It shall be deemed to be oe eho,,in on both. The L""""""'pe Ar-cl,tteo.t ehall have ,1nal author-lty for c:lar-lflc;atlon. e,_ The C.Ontroc;tor eholl not .. mfully lnetal I the lfflgatlon eyetem oe ehoNn on the dr-a"'lnge ,..t,en It '" obvtoue In the fr.Id that obetr-UGtlone, gr-ade differ-en..-or dlec;repanc;1e11 In or-eo d!menelone exlet that m19ht not have been o.onelder-ed In engineering. Suo.h obetruo.tlon& or differ-enc;-should be brought to the attention of the Londso.ape Ar-c;h!tec;t 011 eoon oe deteo.ted. In l:he event this notlflc;otlon Is not per,ormed, l:he 1,.,-1got1on C,ontrac;tor ehall Gl99Ume Pull r-espon&lblllty Por any r-evlelon nec;eeeary. 1.0!!! GlUALITY A~Nc.1!! A. l"r-ovlde Git leoet on• englleh epeaklng per-eon "'ho eholl be pr ... nt ot oil times dur-lng exeGutlon of th!e por-tlon oP the "'ork and "'ho shall be thoroughly Pomilla .. 1th the type of moterlole being lnetalled and the ma,uPoGtur-er-'e r-eo.ommended methode of Installation and "'ho ehc:oll direct all "'ork performed under-this eec;t!on. e. Mc:onu,oc;turer-'e dlr-eo.ttone ond detalled drc:o,..,nge eholl be ,0110,..ed In all c;c:oeee "'here the manufoc;tur-er-of or-tlc;f-ueed In thie o.ontroc;t Pur-nleh dlreo.t!One ;;overing points not ehol'ln In l:he dr-o,..lnge and epec;ff!c;ot!one. C,. All loc;al, mun~!pal and state la"'9, rulee and r-egulotlone govemtng or relottng to any por-tlon oP thie "'ork are hereby !nc;or-por-oted Into and made a part oP these epe,:;tftc;c:otlons, and their provtstone ehall be ,:;o,.,-ted out by the C,ontroc;tor. Anything o.onta!ned In theee epec;!flc;atlone ehall not be c;onetrued to ;;onPl!c;t "''th any of the above rulee and regulations oP the same. Ho,....v.,r, ..tien theee •P""'if~atlone and dro,..lnge ,:;all for or deec;rlbe mater-lole, ..orkmanehlp, or- c;onatrUGtlon of a better-quality, higher etandar-d, or lor-g"'r elz• than le r-equ!r-ed by the above rulee and regulot!one, the provlelone oP th_., epec;!Plo.c:otlon• and dra .. ing. shall tak4 prec;edeno. ... r>. All mater-lale supplied Por thie proJ.,c;t shall be n-and Pr-ee Prom an_j d.,,ec;te. All d4Pec;t!ve mater-Iola eholl be ,..,ploc;ed Immediately GIi: no oddltlonal ,:;oat to o..,,.,,-_ e. Th• C,ontroc;tor-•hall ... ..,,.. the ,-.,qulr-ed l!c;en..,. and permits 1,,..,1uc:11ng pa!1"4'ntS oP o.har-ges and Peee, glV• r .. qulr-ed notlc;.,e to pub!~ outhorltl-, verify permits ,..,c;ured or ar-ran9ement& made by others aPf.,c;tlng the ,..or!c; of this eec;tlon. l.o4 OO!!MITTAL5 A. Materlc:ole Ll•t, I. APt"'r o..ard oP ;;ontroc;t and be,ore any lrrtgatton eyet..m mater-lale are d"'livered to the Jot:> site, eubmlt to the o .. ner-o o.cmpl.,te llet oP all Irrigation system&, moterlala, or pro,:;.,s•-proposed to be Pumlehed and lnetalled aa part o, l:hla c;ontroc;t. 2. Sho"' manuPc::,c;tur.,r'e name and c;otc::,109 number for eoc;h Item, Pumlsh o.omplete ;;otalog ;;ut:a and teo.hnfc;al data, Pumieh the manuPoc;turer-'e rec;ommendotlone c::,11 to the method oP 1n11tal latlon. e. No eub!ltltutlone .. 111 be allo"'ed ,..,thout prior .. rttten oc;c;eptan,:;e by the Land•~ Ar-c:h!te;;t or ONner-'e authorized repreaentat!ve. 4. ManuPa;;turer'e ,..a,.,-antl.,11 ehall not r"'lleve the C.Ontroc;tor o, hl11 llobillty under the guarantee. Suc;h ,..a,.,-c:ontle• ehall only supplement the guarantee. e. Sut>et1tut1one, If l:h"' 1,.,-1gc:otlon C.Ontr-ac;tor "'t•h-to eub!ltltute any equipment or material• for those equipment or matertc:ola lleted on the Irrigation dro,.lnge and &peGIP!c;otton• h"' may do so by providing the follo,..lng lnformotlon to the Landec;c:op"' Ar-;;hftect or o..ner'e authorized repr.,..,ntc:ot!v"' tor approval. I. Provide a ,..r,tten •tatemer,t 1nd1c;ot1n9 the reason ,or making the eubstltutlon. 2. Provide c;otalog c;ut eheete, tec;hn!c;af dota, ond per-rormonc:e 1n,ormotton for eac;h sut:>etltut.. Item. e. Provide In ,..r1t1n9 the dtfPer-enc;e In tnatalled pr!,;., IP th., Item le auepted. 1.05 EXISTIN6 C,0Nt:>ITION5 A. The c.ontroc;tor •hall verify and be Pomillor-,..,th the l=atlone, •luo and deta!I of points of c;omec;t!on provided ae the eourc;e of Noter-, elec;trlc;al eupply, ond telephone line o.onn.,;;tlon to the lfflgatton 11yetem. e. 1,.,-1gat1on d.,s,gn la t:>osed on the avolloble static; l'l0ter preeeure eho..n on the dra,..1ng•. Gcntrc::,c;tor 11hall ver!Py etatlc; ,..ote,-on the pro Jec;t prior to the •tart of c;onstruc;t!on. 5hould a d!a<:repc::,nc;y exist, notify the Lc:ondec;ope Arc;hltec;t and O..ner'e aul:horlz"'d r-epre..,ntatlve prior to beglmlng c;on11trUGtlon. C,. Pr-tor to o.utttng Into l:he •oil, the C,ontroc;tor eholl loc;ate oll Gobi-, c::ondulta, ••Nel" aeptlc; tanks, and other utllltl-oe ore c;ommonly enc;ounter-ed un<»rground and he eholl tak4 pr-oper precautions not to d<:lmog• or dl•turb eUGh Improvements. i, c:o o.onPII<:t exlets bet,.....,n the euc;h obetac;lee and the propoe"'d "'ork, the Gcntrac;tor ehall promptly notl"-1 the Londec;c:ope Ar-c;nltec;t ond o..ner "'ho ,..111 arrange for reloc;ot1on11. The Gontrc:oo.tor ,..111 proc;eed In the sc:ome manner-If a ,-o,:;k l"'Y"'r or any other euc;h o.ondltlone ar"' enc;ountered. r>. The Gcntra;;tor shall protect all existing utilltlee and ,eatur-to remain on and c:od_Jc:oc;"'nt to the projeet site during o.onstruc;tfon. C,ontrac;tor 11holl repair, at hill o"'n o.ost, all damoge r"'eultlng Prom hie operations or n"'gl!genc;e. E. -nie Irrigation C.Ontraetor ehc:oll Goordlnate Nith the 6"'ner-al C.Ontrac;tor for ln11tallatlon oP required sleeving aa eho..n on the plan&. 1.06 fNSF'EC,TIONS A. Th., C.Ontrac;tor shall permit the Lande=p• Ar-c;htte;;t and O>'lner'e authorized repreeentat!ve to v1111t and !nepec;t at all times ony port oP the ,..orlc; and shall provide eal'e oc;c;.,H for •uc:h v1111t:a. e. fl'tlere the apec;!Plc;attone req_ulr-e "'ork. to be teated by the C,ontroc;tor, It eholl not be o.overed over until oc;o.epted by the Landac;ape Ar-;;hltect, O..ner'e c:outhorl.z:ed repre&entatlve, ond/or govemlng agenc;lee. The c.ontroc;tor &hall be &olely reeponalble Por notifying the Lc:onc:lec;c:op"' Ar-c;hltec;t, o .. ner, and governing ogenc;fee, a minimum oP 4& hours In advanc;e, ,..h.,r-e and ,..1,en the "'ork le ready for testing. Should any "'ork be c;over"'d ,..,thout te&tlng or c::,c;,:;.,ptano.e, It shall be, IP &o ord.,red, uno.overed ot the Gcntroc;tor'e expenee. e,_ lnepec;tlone .. 111 be requir-ed ,or the Pollo,..rng at a mtnm.,m, I. Syeem layout 2. Pres&ure test oP 1,.,-1ga1:1on main line (\"our hours ot 1:25 PSI or f:io,\S oP statlo. .. ater pre•eure, ..ntc.h ever le greater-). 3. c.overoge te&t oP !rrlgotlon eyetem. 4. Flnal !nepec;tlon prior to etort of malntenc::,nc;., period 5. Final c::,c;o.eptanc;e c:>. Site ot:>eervotlone and testing .. 111 not c;ommenc;e ,.,thout the reo.ord dra,..lng• a• prepared ~ the lrrlgotlon C.Ontrac;tor. ~c;ord dra,,ilnge must o.cmplete and up to date Por .,a,:;h site vfelt. e. !'tori< "'hic.h fo!le te•tl119 and ts not oec;epted .. 111 be !"etested. Hourly row and expens- of l:he Landeo.ope Arc;hltec;t, o..ner'e aul:horl.z:ed repreeentatlv.,, and govemlng c:ogenc;l"'s Por reln&pec;tlon or retesting ,..111 be paid by the lrrl9"tlon c.ontrac;tor at no Glddltlonal expenee to O..ner. 1.01 STORA6E ANO HANDLIN6 A. Lie• all meane nec;eHary to prote;;t lrr19otton eyetem material• be,ore, during, ond ofter lnatallatlon and to proteo.t the lnstallotlon "'ork and mc:oter-lal& of all other trade&. In th., event oP d<:lmage, lmmedtc:otely make all repalr-e and reploc;.,mente nec;e&sor-y to the c::,,:;c;eptan,:;., oP the Londec;ope Ar-Ghltec;t and ONner ond at no addltlonal c;ost to the O..ner. B. Exerc;fee ,:;or., In handling, loodln9, unloc:odlng, and storing plaetlo. pipe and fittings und4r ;;over-until ready to !natal I. Traneport plaetlc; pipe only on a veh!c;le ,.,th a bed long enough to ollo"' the pipe to loy Plat to avoid undu"' bending ond ,:;onc;entrated extemal load. .o& C,Ll!!ANJI" ANO r>l51"05AL A. Pl~ of ...,.te troeh and debrle In oc;c;ordc::,,,..,e "'Ith QjOpl!c;able 1-e and ordlnanc;ee and 011 preeo.ribed ~ ou&ioritlee having Jurledlc;tlon. Bury 'no euc;h ..oete material and del:>rle on the elte. aiming oP trc:oeh and debri& ,..11 I not t:>e permitted. The C.Ontrc:oo.tor shall remove ond dispose of rubbish and debrl& generated by hie "'ork and "'ork.men ot frequent !ntervole or "'hen order-ed to do &o by the o,..n..,.'e authorized representative. e. At th., time o, o.ompletlon the entire •lte ,..111 be c;leared oP toole, equtpment, rubbleh and debris ..nlc.h shall be dlepoeed of off-site In a legal dlepoeal or-ea. l.o<I "Tl-"'NO\IER ITl!:M5 A. fltec;ord Dra"'l"9"• I. """ord ac;c;ur-at.,ly on one eet oP o.ontroc;t drGl"'l"9" oil ;;honges In the ..erk c;onetltutlng d"'porturee Prom the original c;ontroc;t dra,..lnge. 2. The c;nc:ongee and d"""'""lon& shall be reo.orded In o legible ond "'orkmonllke manner to the ec:ot!ePoc;tlon of the o"'n•r. Prior to Pinal ln&pec;tton of "'ork, submit rec;ord drGl"'lng& to the Lond•o.ope Ar-;;nftect or O..n.,r'• authorized repre&ental:lve. 3. t:>lmenelone from/to P"'rmc:onent point.. of r.,,.,..,,..,e euo.h oe build!~, •ld.,..alk.9, ;;urbe, etc;. eholl be eho..n. Data on record dra..lng& ehall be r.,c;orded on a day to day boele a& the pro Jec;t le being lnatalled. Al I letterln9 on drONlnge eholl be minimum 1/e inc;h In elze. 4. Sha.. l=atlone and d"'pl:he oP the Pollo,..lng !tMna, a. l"olnt oP c;omec;tJon (1nc;ludln9 .. oter meters, bao.kPlo"' preventere, moeter ;;ontrol valve•, etc;.) b. 1'outlng of sprlnkler-pressur-• llnee (dtmenslone sho..n Git a maximum of 100 feet along routing) ;;. 6ate valve& d. Automatic; remote o.ontrol valv-and ieolotlon ball volv- •· Qulc;k o.oupllng volvee and leolc:otlon ball valvH , . 1'outlng oP c;ontrol ,..,re• 9. 1,.,-1gat1on o.ontroller-e h. Related equipment (ae may be direc;tec:IJ !5. Maintain reo.ord dra,..1nge on elte at al I times. Upon c;ompletlon of ..erk, tranePer all as-built !nPormc:otton and dlmenalona to reprodUGlble eeplo prlnte. e. C,ontroller C,har-te, I. 1'eo.ord dra..!"9" must be approved by Lande~ Arc;h!teet ond/or o .. ner'• c:outhorluod rep,..,,.ent:at!ve bePore c;horte ar-e pr4Pored. 2. l"rovld"' one ,:;ontroller ;;hart Por eac;h automatic; ;;ontroller-. e,t,art ehall et,o,.. the or-ea o.over-"'d by the par-tk:.ular c;ontroller. 3. The ,:;hart I& to be a ,-.,duc;ed c;opy of the ao.tuc:ol "record" dra,..lng. In the event l:he c;ontroller eequenc;e Is not leglbl"' ~n the dro,..lng I& redu,:;.,d, It shall t:>e enlor9.,d to a r-eadal:>le elz.,_ 4. fl'tlen c;ompl"'t"'d and approved, the .::hart ehall be hermetlo.ally ... aled t,et,..een t"'o plec;ee oP plaetlc;, eoc;h p,.,.,e being a minimum 20 mile In t:hlekneee. e,. Operation and Matnt.,nan.::e Manuale, I. T"'o !nd!vldually bound c;opr.e oP oper-otlon and mo!nt.na'lc;e manual• shall be d4llver-ed to th., Landec;ape Ar-c;hftec;t or 0,..,,..,...,. authorized repre..,ntatlv"' at leoet 10 c;olend<:lr day& pr-for to Plnol 1nspec;tfon. The manuale eholl d.,...rlbe th., material tnatalled and the proper-operation oP th• eyetem. 2. Eoc;h o.omplete, bound manual ehall lnc;lude th• Poll.,,..lng Information, a. Index eheet stating Contro;;tor'e addreH and tel.,phone number, duration of guarantee p.,rtod, !let oP equipment lnc;fudlng names and addree ... e oP loc;cll ma,ufac;turer repre11entatlves. b. Operating and malntena,,..,_ lnatruc;tfon• for all equipment. ;;. 5por-e part• ll•ts and related manuPoc;turer-Information Por all equipment. r>. l!!q_u!pm.,nt, 1.10 A. C.OM1"LETION At the time oP the pre-malntenc::,nc;e per-!Od lnepec;tfon, l:h"' Landec;ape Arc;hltec;t, O...ner'e aul:hortzed r"'present:atlve, and govem1n9 og.,,..,,_ .. 111 !nspec;t the ..ark, ond If not oc;c;epted, .. 11 I prepare a list of Item• to be o.ompl.,ted by the C,ontroc;tor. At the time oP the po11t-malntenano.e per-lod 01" Pinal !nepe,;tlon th., "'ork ,..111 be relnepected and Pinal c::,c;c;eptanc;e ,..,11 be In "'rttlng by the Londec;ape Arc;hite;;t, O..ner-'e authorized repreeentatlve, and govemlng c:ogenc;lee. C,. r>. I.II A. l!I. The O..ner'• outhorl.z:ed repreeent:atlve shall hove ,1nol authority on oll portions o, the "'ork.. APter the eyetem hoe been o.ompleted, the C,ontroc;tor eholl lnetrUGt ONrutr'e outhorl.ted repr-ntotlve In th., operation a,d mc:oll'ltenanc;e of the Irrigation ey•tem and ehc:ol I Purnleh a c;omplete eet oP op..,.atlng and malntenanc;e lnetruc;tfone. A"',j ... ttllng oP tr.,n;;hee ,..h!c;h m~ oc;,:;ur-during the one-year period Pollo,..1n9 o,:;,:;.,ptanc;., ehal I be r4PO!red to the o"'"'"r'• eatlsPoc;tlon by the C.Ontroc;tor ,..,tnout any additional expense to the a..ner. ~,,.. shall lnc;fude l:h• o.omplete .--torotlon of oll d<:lmc:oge to planting, paving or other-Improvements of any kind oe a r"'eult of the Nork. 6UARANTEE The "'ntlr"' sprinkler eyetem, Jno.ludtng oil ..ark done under this o.ontra;;t, shall be unc;ondltlonolly guaranteed agalnet all defec;ta and Poult of mc:oter!ol and "'ork.monshtp, fnc;ludlng ... ttllng oP bac;kfllled c:oreoe belo"' grad.,, Por o per-lod oP one (I) yeor-PolloN!ng the Piling oP th"' Notlc;e of C.ompletlon. Should any problem "'Ith the !rrlgGltlon eyetem be dleo.over"'d "'!thin the guarantee per-lod, It shall be o.o,.,-.,;;ted by the Gcntroc;tor-at no additional expenee to o"'ner "'!thin ten (lo) c;olendor-d<:lye oP r.,c;e!pt of "'rltten notk:e Prom o..,,..r. l"tten th., nature of l:he repon oe determined by the o .. ner c;onetltute on emerg.,nc;y (I.e. broken pr.,ssure l!ne) th., O..ner may proc;eed to make r"'polr-e ot the C,ontroc;tor'e "'xpen11e. Any and all damagee to existing Improvement r"'eultlng either from faulty materlc:ole or ..ork.manehlp, or Prom th., nec;e"5Glry repolr-e to c;orrec;t eame, ehall be repaired to th., eattsfoc;tlon 'Of th., oMer by th., C.Ontrc:o;;tor, al I at no addltlonal ;;ost to the o-r. 6uorante• ehall be 11ubmltted on Gcntro;;tor-e o"'n letterheod oe Poll°"'"' 6UARANTEE FOfl1. Sf"lltlNKLl:1'. IRRl6ATION i!IY5Tl!!M J/lle hereby guarant.e that th., epl"lnkler trrlgatton eyetem "'e have Pumlehed and lnet:alled le free Pr-om defeGl:a In mater-lole and ..orkmanehlp, and th., ..ark hoe been c;ompleted In auordanc;e ,..,th the drc:o,..tnge ond epeclf!c;atlons, ordinary ,......,. ond tear ond unusual abuse, or n"'gl.,..t exc;4Pted. l"le agree to repair or r4Ploc;"' any defec;tlve moterlc:ol during the period of one yea Prom date oP Piling of the Notfc;e oP C.Ompletlon and aleo to r4PG1ir or r-eplo,:;4 any damage rnultlng Prom th4 r"'polrlng or reploc;lng of euc;h def'eo.ts at no adclltlonal eoet to the o..ner. J/lle eholl moke euc;h repairs or reploc;emente ,..,thin 10 c;alendor days Pollo,.lng ...-1tten notfPl;;atlon by the o"'ner-. In th., event oP our Pailur-e to make eUGh r4PG1ir-e or reploc;emente "'!thin the time &peGIPled c:oPter re,:;.,tpt of "'rltten notlc;e from o"'ner, ,.... authorize the o"'ner to proo.eed to have said repair-e or reploc;emente mode c:ol: our "'xp"ne"' and "'e ,.111 pay th., c;oete ond o.horg"'" therefore upon demand. l"RO..EC,T NAME!, PRO..EC,T LOC,ATION, C.ONTRAC-TOR NAME!, Ar>r>RESS, TELEl"HONE, 516NE:r>, PATE, Port II -MAreRIAL5 2.01 51.JMMARY U.e only ne"' moterlol• oP the monufc::,c;turer-, •1:z:e and type sho"'n on the dra..lngS and spec;IP!o.atlone. Mater-lols or equipment Installed or furnished that do not meet Londsc;ope · Ar-c;h!teGt'e, o..ner'e, or 9over-n1ng c:ogenc;r.s standard& .. 111 be r.,jec;ted a,d shall be remov"'d Prom the &lte GIi: no expenee to l:he O..ner. 2.02 1"11"1: A. C,. r>. e. Preeeure supply line from point oP o.onneo.tlon through boc;kP!o"' prevention unit ahall be Type K 't,ord" o.opper pipe. ,.,,.....,,.. eupply line• 2 Inc.hes In diametel" and up to !I inc.hes In diameter-doNnatreom oP bac;kfl°"' prevention unit ehall be C,foes 91!5 eolv.,nt ,...,Id FVC.. Piping shall c;onform to ASTM r>:2:241. ,,.,..,seure suppl~ lines I 1/:2 1nc;h-In diameter and ffllGlller or the bac;kP!o"' prevention unit ehall be 5"1iedule -40 •olvent "'"Id FVC, c;onPormlng to ASTM t:>11e!5. Non-preeeure llnee 3/4 !nc;h"'" In diameter-a,d krger do....,,.treom oP the remot.. c;ontrol valve shall be Sd,. -40 FVC,. -elc:olmed ...,..,. f"VC, pipe to be o.olor-c;oded purple In o.olor marked on tNo eldee Nith rec;lolmed "'"ter Norn Ing etatem"'nte "C,outlon-Rec;lalmed ~ter". Rec;lalmed .. at..-piping must be o~l:ed by tt;., foc;olrec;lalmed Noter gov"'mlng c:ogenc;I-. 2.o!I Ml!!TAL 1"11"1!! ANO l"ITTIN<!of> A. 15raff pip• eholl be ee per-,:;.,nt red brc:off, AN51, ll"S ~ndar-d 1:25 pound&, &hedul• 40 eGre"'ed pipe. B. eroee flttlnge shall be medium broe•, 5"re"'ed 125-pound c;k:IH. Non-pr.,,.,..,r., piping eholl ;;onform to ASTM 011es. C,. Copper-pipe eholl be 'hc:ord" Typ• K. D. C,opper-,1tt1nge ehall be •older-ed type. 2.o"i-PLASTIC, l"IF'E ANO FITTIN65 A. C. r>. E. Pipe •hall be marked c;ontlnuouely "'Ith manuPoc;tur-er's name, nominal pipe •lze, eGMdule or o.laH, FVC, typ"' and ~Gide, Nc:otlonc:ol Sanltotlon Foundc:ol:lon approval, C,ommerc;lc:ol 5tandade deslgnotlon, ond date oP "'xtruslon. All plast~ pipe shall be e,ctruded of an Improved l"VC, virgin pipe c;ompound In oc;c;ordanc;e "'Ith ASTM r>:2:241 or ASTM Dl1&4. All FVC, Plttl"9" eholl be etandad "'eight Sc;hedul"' -40 and ehall be lnJec;tton molded oP an Improved virgin fl'VC, Pitting c;ompound. Slip fl'VC, Pitting• eholl be the "deep eoc;ket" brac;keted type. Threaded plc:oetk:. fittings ehall be lnJ.,.,f,on molded. All tees and elle •hall be elde ~-All fittings shall c;onPorm to ASTM t:>2466. All thr"'aded nippl-ehall be standard ""'lght 5"hedule &o "'Ith molded th!"eade and ehall ,:;onform to ASTM t:>11e!5. All solvent ;;em ent1n9 o, ploetlc; pipe and Pitting& shall be a t..o-step pr-oc;-, using primer and eolvent ,:;.,ment applied per-the monuPoc;turer-'e rec;onrnendot!one. c.ement ahall be oP a Pluld o.oneletenc;y, not gel-like or-ropy. Solvent o.ementlng •hall be In c;onPormanc;e ,..,th ASTM t:>2564 ona ASTM t:>:2&!5!5. F. fl'h,n o.omec;tlon le ploetlc; to metal, female ad<:lptere ahall be hand tlc:ihtened, plue one tum ,..,th a strop wenc;h. Joint c;ompound ehall be non-lead baee Teflon poete, tape, or equal. 2.05 BAc.Kl"L0"1 l"fltEVENTION UNIT5 A. The bac;kfl°"' prevention unit sh<:111 be o, the manuPa<:turer, •1:z:e, and type lndlc;ated on th• dra..1nge. e. The boc;kfloN prevention unit ehall be lnetalled In oc;o.ordanc;e ,..,l:h the requirements aet for-th by loc;c:ol c;odee. C,. The boc;kPla.. prev.ntlon oe .. mbly eholl o.cnstet of broff piping, untone and fittings. 2.o6 VALVl:5 A. 6ote Valv_, !. (!;Ql:e vc:olv•• •hall be oP the monuPa;;turer, •lze, and type lndlGGll:ed on the dra..lnge. 2. 6ate volv•• eholl be c;on•truo.t"'d oP a bronze body, bonnet and die,:;, and a malleable Iron handv<heel. 6Glte valves 11holl have threaded o.onneo.tlone. 3. All 6Glte vc:o!v-ehall have a minimum ..orking preHur-e oP not 14H than 1!50 pel and ehal I c;on,orm to ~ et:andords. !!I. ec::,11 Valv_, I. Bc:oll volv•• eholl be oP the manuPoc;turer, e!ze, and type !nd~oted on the dra..lng•. 2. ea11 valves •hall be c;onetruc;ted of o bronze body, •talnleee •te•I ball and •tem, mc:oll.,able Ir-on handle. Bc:oll volvee shall have threoded o.onnec;tlone. !!I. All ball valv-ehall have a minimum "'orklng pr4Hur-• oP not 1- than 1!50 psi and shall ;;on,orm to ~ standorde. C,. Glufc;k C,oupler Volvee, I. GMc;k c.oupler valv-•hall be oP the manuPac;tur-e,-, size, and type !ndlc;ated on the dra..lnge. 2. Gutc;k c.oupler volvH •hall be brGIH "'Ith a "'all l:hlc;""-guaranteed to l'llthetand normal "'orklng pr-.ure of 1!50 pi,! ,..,thout leak.age. Valv-eholl hove I" femal"' l:hreade opening ot boee, ,..,th l:No-p!ec;e body. Valves to be operated only ,..,th a ,:;oupler key, d-lgned Por thot pur-poee. C,oupler-key 111 Inserted Into valve and a poettlve, .. atertlgit c;onnec;tlon ehall be mode bei:.......n l:he o.oupl"'r key and valve. Hinge ;;over-eholl be l:he loc;k!ng type c;onetrUGl:ed of braff ,..,l:h a rubber-llke vinyl c;ov.,r. r>. Automatic; C,ontrol Valvee, I. Automatic; o.ontrol valv"'e eholl be oP the manufoc;turer-, •lze, and type lndlc;at:ed on the drc:o,..1n911. 2. Automotk: c;ontrol valv-eholl be elec;tr!c;olly oper-ated. e. Anl:1-droln Valv_, I. Anti-drain volv-ahall be of the manuPoc;turer-, •l.z:e, and type lnd!c;c:oted on tt,., dra,..lng•. 2. Anl:1-drc:oln valv" 9hall have I&-& etolnf...., •teel spring& and valve stems ,..,th euna-N seole. e. Anl:i-droln va!v-.. 111 have thread"'d o.onnec;ttone the eluo oP the rteer or pipe \.t-tOSCAPf- they are to be tnatalled onto, or the next avallabl• elze. No sllp ;;onnec;tlon ,~ o.\ """"'• ""- c:ontl-dr-aln volv-or-• allo,....d. ,,,..., ~-:J ~ ~l J~ flteVl!!olON& ...-:-I* '--'--"L✓,~ CA\.\ I. Supply ae a part o, !:hie c;ontroc;t the follo"'rng It.ma, a. T"'o (2) ,..,.enc;h"'s for dleaeeembl~ and ad Juetm"'nt oP eoc;h type o, 'AS-BUILT' let plGl"II i:.hk. 10-19-02 sprinkler h4ad ueed In the lffl9"t10n &yetem. b. Three 30-lnc;h sprinkler keye for manual oper-atlon oP c;ontrol valv-. ;;. T..o key• for ec:oc;h automatic; c;ontroller. d. Flve qulc;k c;oupler keye ,..,th a bronuo ho .. thread "10 d4gr-.,..,vel c:ol:tao.hment and P!ve o.oupler lid ~- •· Flv"' valv"' box c;ov"'r key or ,..r.,,..,h. P. °""' !5-foot tee Nr-enc;h Por oper-c:ot:lng gate valvH !!I in,:;het, or larger-(IP used). 9. Six extra eprlnl:.ler-heade oP eac;h &lz"' and type per lrrtgotton l".O.G. 2. The t:bov• equipment eholl be turned over to O..ner"• authorized repre1entot1V• ot the Pinal lnepeGtlon. Sweeney a Aa■oolate■, Inc. lrrl••tlon D••lan • Con•ultlng -•,c.n,on--c lbdola,CAtl28N ,._ __ _ E..flllll: I• =,ID Hll11k.net I. \\1)SC'41', 4R< HIIH"l\ RF ~404 6ENE'".£E AVEN.JE SUITE 140 LA JOLLA CALIFORNIA "2031 e58-55& &rm FAX e5a -55e -'ll&e TITI.E REVIEWED BY: INSPECTOR DATE DATE A~ FOR PLANTIN6 AND IRFtl6ATION OHL '1', INC.UJC)IN6 ffiEGISE LOc.ATION OF PLANTIN6 AREAS. :2nd plan~ 12-0::z-02 9rd Elc:rr c.hk. 1-2"1-oe ~ ,.,. ... ~ TM .JOl9 NO. 02-oe-2 l?A-ne ··r-11-02 ="'1.e >6 SHOl"IN t-----+--l-----------'-1--~-----1---1-----l[""SHEE'f]I CITY OF CARLSBAD IIS~EOETSI ~ . PLANNIN6 r>EPARTMENT . -' IRRIGATION 5PEC.IFIC.ATION5 FOR: THE: SUMMIT (SDI'"' 00-1"1/ZC. 00-11/HDP 00-19) ..._ _____ S--22-0J ASSISTANT PLANNING DIRECTOR DATE DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: SDP 00-li 409-"'IL RVWD BY: 2.01 VALVE BOXES A. Valve boxlff ehall be ,abr'tc:.at.d ,r-om a dJrabla, v.att,.,-..,..ststanl: plastic:. mat.rial raslatant to 11unllq,t and c:.h•mlcal aetlon oP solls. e. Th• valve box c:.ov..-shall I:><> gr.-n In color and eacur.c:t "'Ith bolt.. C-. Th• c:.ovar and box ehall l:>IJ capable o, euetalnlng a load oP 1,!500 pound&. D. Valve box axt.nelone ehall blJ by the -mar.,Pac:.tur-..-as the valve box. E. I". Automatic:. control and mast..-valve boxlff ehall l:>IJ 16"xll"xl2" rac:.tanqular-elu.. Valv. l:>ox c:.ovare ehall be ''N>at br-anc:t.d" In 2" hi9h i.tt.re "''th alth..-"~Y" "''th the valve Ic:t.ntlPlcatlon numb<>re or "Mc-V". ea11 valve, gat. valve, and qulc:.k c:.c,uplar valve box•• ehall I:» c::.trcular 10" size. Valve box <;.QV.,.... ehall b4J "heat. brcmded" In :2" hl9h letters Nlth elth...-"!5V", "~V•, or "GG-V". 6. Valve box c::.ov•r shall ti. purple In color a,d ~nently mar~d l'lith the "'or-de 'lllk:rnlng-l'A,c::.lalrrMJd l"lat.r--Do Not Drink.". 2.0& 1"""-16ATION c-oNTiltOW.!!l't. A. c-ontroll..-ehall I:» o, th• rnanu,ac::.tur..-, eiz• and typ. lndlcat.d on the c:tra..Inge. e. ~ c::.ontr-oll.,. .nc::.loeur• ehall to. "' th• mar.,,aetu,-.r, efu, a,d ty~ lndlc:.at.d on the dral'llnge. Th• enc:.loeure shall aleo enc.lose th• c::.ontroll..-alac:.trlc:.al mat..-. C-. Th• controller ehall l:>IJ o, the mar.,Pac:.tur-..-, efu, and typ• required by the C-Ity oP c-hula Vista. 2.ocf EL.Ec-T1'1C-AI.. A. e. 2.10 A. e. c-. D. 2.11 A. e. All al~trlc::.al 94ulpmant ehall be NEMA Type !I, l'tat..-prooP.c:t Por exterior lneu:illatlone. All alec:.trlcal "'°rk shall c::.onPorm ta loc:.al c:.C>GMHI a,d ordlnanc:.-. LOll'I VOLT A6I!: C-ONTiltOL il'llltlN6 it.mot. c:.ontrol l'llr• shall l:>IJ dlrac:.t-t,urfal Ail'l6-UI" t~, elza as Indlc::.at.d on the dra,,,.lng•, and In no =--emallar than 14 gauge. c-on~tlone ehall I:» either ~-aled pael<Aot tp or l"enn-'T'lt. e..,,,..c:.tore. 61-ound ,,,.,r_ shall ti. Nhlte In c:olor. C-Ontrol l'llr-shall l:>IJ r.c:t (l'lh..-. t..o or more eontroll.re are used, the c:.ontrol l'llras ehall to. a dlPPar.nteolor ,or .aeh c::.ontroller. 11, ... c;olore ehall be not.Gt on the "Fiteeord Dral'llngs" plane located on c:.ontrollar door). l"rovlc:t. a 24" long axpanelon loop Por all dlrac:.tlonal c:hang.e In control l'llra routing. l1'1t16ATION HEADS 5pr1n1:.1..-n.ade shall to. o, h manu¥aetur-er, efu,, tp, "'Ith radlue O, thr-ol'I, o~ratlng praeeura, and dle<:harg• rat. Indlc:at.d on the dra...Inge. l"op""P haade and rleer heade ehall t,,. UN>d ae lndlc:.at.d on h c:tra .. 11199. C-. lrr19at1on head• shall hva. purple r~lalrrMJd .. at.r 1'1..-nlng cov..-. Part 111 -EXEc-UTION !1.01 SITE CONDITION& A. l~c:.tlone, I. Prior to all ..ark or thltl •~tlon, eara,ully tnepec:t th• Install.a ..ark o, all ohr trac:t.e and verIPy that all sueh ,,.ork le eomplat. to the point ""here thle lnetallatl<>n may prop..-ly c:.omm.nee. 2. v..-1,y that Irrigation &!l5t.m may to. Inetalled In etrlc:t aeeordanc;• >'11th all pertinent c:.oc:t•• and regulatlone, the orlgtnal daelgn, the raParenc:.ad etandard1,, and th" mar.,Pac;tur..-'& rec:ornmMldat:1on1,. e. DI•~I••• I. In the avant 0, dlec:rapanc;y, lmm.dlat.ly notlPy the l.andec;apa Nc:.hl~t or Ol'lner'e authorized '""P'"eeantatlva. 2. Do not proc:.aad >'11th 1netallat1on In areas or dt1,c:rapanc;y until all dtec;repanc;lae have bean raeolvad. C-. cSraa.., I. e..Por• &tarting l'tOrk, c:ara,Ully c:.hec:k all grades to c:t.t...mlne that l'lork may ,oaPely proc:.eed, ~•ping l'!lthln the •~c:.lflad mat.rial depth• "'Ith raepac:.t to Plnleh grade. 2. Final grada& ehall l:>IJ ac:c:.apt.d by the Engineer ti.Pora l'!0rk on thle eaetlon 1'1111 l:>IJ allo""ad to to.gin. D. l"leld Meaeuremant., I. Mo~ all ne...-sary maaeuramante In the Plaid to ensure prac:.lea ,,t of It.me In aeeordane• >'11th the original c:t..elgn. C-Ontraetor shall =ordinate the lnel:allatlon of all lrrt9atlon mat.rials l'llth all other l'lork. 2. All ec:.al.,d dlmanelot16 are approxlmat.. The C-Ontraetor ehall eheek and v..-1,y all 1,lza dlmenelone prior to proc:.e.c:tlng >'11th l'IOrk. unc:t.r thltl eac:.tlon. !I. Exerele• extreme ear• In exc:.avat1ng a,d l'lorklng near axtet1ng utllltl-. C-ontroc;tor shall ti. reeponelbla for damages to utllltl•• l'lhic:.h are c:.aue.a by hie o~ratlone neglac:t. E. DtagrammatJc; Intent, The drGll'llngs are -ntlally dlagrammattc;. The etza Grid loc::.atron O, equipment and Plxturee are dr-Gll'ln to ec:ale l'lh•r• poeelbla. Provlc:t. 0,Peete In piping c:.hang-In equipment loc:.atlone as nec:eeeary to c::.onform 1'111:h etrueturee and to avoid obetruetlone or c:.onPllete >'11th other l'lork. at no addltlonal axpenea to Ol'ln..-. I". Layout, I. Prior to lnatallatlon, the c-ontraetor $hall stai.. out all pr.....,r• supply IIn••• routing and loc:.atlon oP sprinkler haac:le, valvlff, baek.Plol'I pr..vanter, and automatic; eontrollar. 2. La4<>ut Irrigation eyetam a,d make minor adjuetm.nte re(!_ulr.a due to dtPPerenc::.as i:,,,£,.._n site and dra...Ing•. ll'lhera piping le ehol'!n on dr""'lnge unc:1..-paved ar"ae, but rumrng parallel and adjac:ent to plant.d areas, Install the piping In the plant.Gt areas. ct. l"later Supply c-onnec:.ttone to, or the tnetallatlon or, the l'!at.r eupply shall l:>IJ at th• loc;attone eho..n on the dral'llnge. Minor c:hanges c:.aused l:>y ac:.tual elt. eondltlone ehall l:>IJ made at no addltlonal exp.nee to Ol'lner. H. Elael:rlc:.al !larvlea, I. C-Onnec:tlone to th• alaetrleal eupply ehall I:><> at the loeatlone ehoNn on the c:tra .. 1nge. Minor c;hang" eauead by elt. eonc:tltlone ehall ti. made at no additional •~n•• to Ol'lner. 2. C-Ontraetor ehall make 120 volt c;onnaetlon to the trr19atlon c:ontroll.re. E:lec:l:rlc:.al pOl'ler eourea to c:.onl:roller loc:.atlone shall ti. provided by othare. !3.02 T1'1:Nc-HIN6 A. f:xc:avatlone ehall be etra1ght >'11th v..-tJc;al eld-, even grac:t., a,d support p!pe eontfr.,ouely on bottom o, tranc:h. Tr.,nc:hlng axc:avatlon ehal I Pol lol'I layout lndleat.c:i on dral'llnge to the c:t.pthe belOl'I Plnlehad grade and as not .. c:t. il'lh..re lin"• oc:c:.ur under pav•d area, th.,.. dlm.,nelone shall be c:oneldered ti.lo"' eubgrada. e. 1'1-ovlda mtntrn.,m eov..-o, te tnc::.hlff on preuura supply line• 2 1/2 Inen.. and emallar. l"rovlde minimum c:ov..-o, 24 lnehae on pressure •upply lin.,. e, lnc:hae and larger. G. l"rovlc:t. minimum cover of I& Inc:.hee for c;ontrol ..,,r-. D. 1'1-ovlde minimum ,;over o, 12 tnet,.,. Por non-pr.,eeura llnae. F. l"lp•• lnetallad In a c:.ommon trench ehall have a 6 tnc:h minimum •pac:• to.t..een pipae. 6. 1'1-ovtc:t. •Grid bac:k,111 a mtnlrnim or 6 tnc:.hH over and under all matnlin• piping. A. eac:kPII I material on all tin-ehall be the eama as adjaeant eoll Pree o, dabr-11,, litter, and roe.ks over 1/2 Ineh In dlamat.r. 8. eac.k.flll shall be tamped In 4-lnc:.h layare und-tt,., pipe and un!Pormly on both &Id-for the Pull l'lldth of the trench and the Pull length or the p!pe. Bac::.kPlll mat..-tals shall be euPPlelantly damp to permit thorough eompac:.tlon, Pr•• oP volc:le. 6ac:.kPIII shal I ti. eompac:.t.d to dry c:t..nelty equal to adjacent unc:IIeturl:>IJd eoll and ehal I conform to adJ=--nt grade•. c-. l"loodlng In llau "' tamping ,. not all,:,,,.ad. D. IJl'lc:t.r no c:Ircumat<rlc:.ea •hall true!<. "h-le to. u&ad to c::.ompaet baek.Plll. e. l"rovtd• &and bac;kllll a minimum o, 6 tnc:h•• ov..-and unc:t..-all plpl"9 under pav.a area•. !3.04 PIPIN<5o A. l"lplng und..-axletlng pavement may l:>IJ lnl,tall.c:t by Jac:klng, boring, or hydraulle driving. e. c-. E. F. 6. H. I. J. No hydraulic:. driving I& permltt.d unc:t..r asphalt pavement. C<Jtt1n9 or breaking of ax1et1ng pavement I& not ~ltt.d. GaraPully lnepac;t all pip• and ¥1ttlnge to.,ora lnetallatton, removing dirt, 1,c:.ala, burre reaming. Install pip• l'lith al I marking• up for vleual lnepec:tlon a,d varlPleatlon. ltemova all dent.a and damaged pip• eac:tlot16. All lines shall have a minimum c;laaranea of 6 tnehlff ,rom aaeh oth..-and 12 Inc.nae ,rom lln-0, other l:rac:t... Parallel llnat1 ehall not to. lnetallad dlraetly over aaeh ohr. In eolvant ,...ldlng, use only the •pac:!Plad prim..-and 1,olvant eamant and make dill Joint. In strk:.t ac:.eordane• l'!lth the manuPac:.turer'e rec:.ommendad m.thoc:le Inc:ludtng l'llplng all exc:.aee eolvent Prom eac;h l'leld. Allo"' eolvant l'lalc:le at leaet 15 mlr.,t.e ""tup time baPor• moving or handllng and 24 hours curing tlrrMJ before filling. PVC-pipe shall l:>IJ tnetallad In a mann..-l'lhlc:.h .. 111 provide ror •xpan•ton c;ontrac:tlon ae rac:ommendad by th• pipe manuPaetur..-. c-antarload all plaettc::. pl~ prior to pr•eeur• tasting. Al I l:hraadad plasttc:-to-plaetlc; c;onn-tlone shall to. as......t:,l.c:t using Teflon ~ or TePlon paet.. I<. l"or plaette-to-matal eonnac;ttone, ..ark the m.tal c:onnac::.ttona ,1ret. U&e a non~rdentng pipe dopa an all threaded plaettc:-to-metal eonnec:ttona, exc:.ept ~h..-• not.Gt oth..-~I••· All plaettc;-to-metal c;on~tlone ehall ti. mac:t. .. 1th plaetle '""'ale adapt..-e. L. All eonnaettone to.tl'laen l"VC-lat..-al tin-ehall be mac:t. uatng ~h. 40 l"VC-,1ttlnge ,,.,th c;ompreeelon adapter•. All eonnac::.tlone t,.,t,,..en drlpparllnae to be made uelng c;ompraeelon Plttlnge of mar.,Paetur-ar oP the drlpperllne. Ue• no pl~ dopa, TePlon tape, prlm"r or solvent c:.emant on eomprauton Pltttnge. !1.05 c-ONT1'0LLER A. n,., axac;t loc;atlon or the c:ontrol ler shall ti. approved l:>y the Lc,ndl,c;ap• Arc:hltec:t or Ol'lner'& authorized representative bePora Installation. The •1-trlc::.al s.,rvlc:.a ehall l:>IJ c:oordlnatad >'11th thle loc:.atlon. e. The Irrigation C-Onl:rac;tor •hall be raaponelble ,or the ,inal alac:trlc:al hook up to 1rr19at1on c;ontrollar. C-. The Irrigation eyet.m shall be programmed to o~rate during the p..-tode or minimal use of the design area. D. lnetall controller eneloeura ae recommended by the manuPaeturar. !I.ob c-oN'T'l"OL il'IIRIN6 A. Lo.. voltage c;ontrol l'llrtng shall oc::.c:.upy the earn. t:ranc;h and ehall be Inetallad along the same route ae the pr-•ur• eupply lln•• l'lhanaver poe111ble. e. il'lhera mor" than one "'Ire le plac:.•d In a treneh. the ,,.Iring ehall to. taped together In a bundle at Int.Nale o, 10 , .. .,t. eundl• shall ti. eaeurad to th• mainline "'Ith tap• at Int.Nale or 20 , .. et. C-. All c:.onnec:tlone shall I:><> oP an approved typ• and shall oeeur In a vc,lv• box. ~ovlda a, 1e, Inc:.h earvlc:a loop at aac:h c:omeetton. D. An expansion loop 0, 12 Inehlff shall to. provided at aaeh "'"• c:onnac:tlon and/or dlrec:tlonal c::.hange, and one of 24 Inc:has ahal I be provided at aac:h r""'ot. c::.ontrol valve. !:. A c:onttr.,oua run oP l'llra ehall be uead btttl'!aan a eontroll..-and aac:h remote c::.ontrol valve. Una..-no c:..,.eurnetaneae ehall eplleae be used ,,.11:hC>ut prior approval. !I.Oi VALVES A. Automatic: c:ontrol valv••• ball valv-, gat. valv-, and qutc:k c:oupler valvlff ehall I:» lnetallad In the appr-oxlmat. loeatlone lndlc:.at.d on the dral'llnge. , e. Valve shall be tnetalled In ehrub areas l'lhenevar poaslbla. C-. lnetall all valves ae lndk:-atad In the detail drc.linge. D. Valve• to to. Installed In valve l:>ox-ehall ti. tnetallad one valve par box. I:. l'tamot. control valv•• and ~ulek coupler valv•• ehall to. Ieolat.d ,rom the mainline by a ball valve sized per tlie largest R.c..V. In the manifold or I 1/2 Inc:h for G.C.V.'•· A. Valve boXlff shall to. Inetallad In ehrub areas l'lhanaver poee!bl•. e. Eac;h valve l:>ox ehall be lnetallad on a Poundatlon of !1/4 lneh gravel bac;k.PIII, e, elA:>k:. Paet minimum. Valve l:>oxee ehal I be lnetallad >'11th their tops 1/2 lnc:h above the eurPac::.e oP eurroundtng Plnleh grade In la...n areas and 2 inc:hlff above Plnleh grade In ground c:ov..- areoe. !l.o<! BACl<FLOll'I PREVl:NTERS A. Install t,c,c:.kflo,,. preventer unit ae lndlcat.d In the et.tall dr-Gll'llnge. e. Install bac;kPlo,,. assamblllff at loc:.atlone app, ov.c:t In the ,1ald Grid at height required l:>y loc:.al eod ... D. i, bac:.kPlo,,. preventer Is lnetallad adJac;ent to a building, l'lall, or oth.,-ol:>etruc:tlon, tnetall unit eo that th., t.et c:oc:.ke ar., faelng out..ard a""ay from the obetruetl<>n. E:. Install baek.Plo" anc:loeura a• raeommendad l:>y the manu,aetur..-. !l.1O SF'ltlNKL.ert HE:ADS A. !lprlnk.ler heads ehall to. Install.a as lndlc::.at.d on the dr-Inge. e. Spaelng of haade ahal I not axea.c:t maximum lnd!c:.atad on the c:1ra .. rnge. C-. RI&..-nlppl•• ahall l:>IJ 0, the earn• 1,lza ae the rlear opening In the eprinkl..r body. D. l"op-up eprlnk.1..-haade ehall not be tnetalled uelng aide outlet opanlnge. !I.II Ml¾l!LLANE:OU5 EGUll"MENT A. Install all aeeambll-epac;IPled h..-aln aeeordlng to the r..~c:.ttva detail dr-Cll'llng& or epec::.IPleatlone, uelng bm>t standard prac:.tlen. e. Gulc:k c;ouplar valv .. shall to. eat appro><lmatal~ 12 1nc;ha1, from ...alke, c;urt,.,, header l:>oarde, or paved areas l'th..-a appllc::.able. C-. IJl'llaff c:t.etgnad as a, Int.gr-al part or th• lrrl9G1tlon head, anti-dram vc:rlvlff .. 111 t,., Inetalled under ..very head. The anti-drain valve 1'1111 I:» the same dlamet.r ae the rlear a,d be Int.gr-al to tna rlear aeeeni:>ly. D. Install rain eaneor as lndk:.atad on the dral'llngs and ae rac:.ommandad l:>y the manuPac:.turar. '5.12 l"UJSHIN6 THE 5V5TEM A. l"rlor to Inetallatlon 0, eprlnkl..-nozzl .. , the valv•• shall be opened and a ,u11 head of l'lat..-used to Plueh out th• line• and rieare. e. !!pr-Inkier nozzlee ehall be Inetalled dter Plushlng the 1,yet.m has b<>an eomplat.d. 5.1!1 ADJJSTIIJ6 THI: SV5TEM A. C-Ontrac:tor ehall ad _Juet valv-, align haade, a,d c:.hec:k ,;overage of eac:.h system prior to c:.ov..-age teat. e. c-. D. !l.14 A. e. c-. E. i, It le determined by the Landeeapa Arc:hl~t or 0-r'e authorized rapra..ntal:Iva that additional adJust:mante or nozzle ehangee .. 111 be required to provlc:t. prop.,,. coverage, all n.,c:.aeeary c:.hangee or adJu&tm .. nte ehall be made prior to any planting. The entire eyet.m shall be op..-atlng properly ti.Pora any planting op..-atlone eommenc:a. Automatic: c;ontrol valv•• are to be adJuat.d eo that the eprlnkl..-haGlda op..-at. at the preuura rec;ommand.a by the manufadurer. TeTIN6 ANJ:. o&.SLJ",'ATION Do not allol'I or c:.auea any o, th• l'lork of tht1, eec:tlon to to. c::.ovarad up or .nc::.loead until It has bean observed, taet.d and ac::.eapted by the L<r1dec:ap• Arc:hltec:t, Ol'lner, and govamrng aganc:.1-. The c-ontrac:.tor 11hall to. eolaly reeponelbl• Por noti,y1ng the LGl"ldec;apa Arc:hlteet, Ol'lnar, and governing ag..nel"•· a minimum of -4e hours In advanc;e, l'lh..-a and l'!han the ..ark le ready for t.etlng. il'lhen the eprlnklar ey11t.m le completed, h C-Ontrac:tor llhc:III p..-,orm a c;ov..-ag• test o, aaeh eyet.m In lte entirety to c:t.tarmlne If the """ter c::.ovarage Por the pla1t.d araa11 ltl c;ompl"te a,d ade<\uate In the pr.,eenc;a oP the L<rldee~ Arc:hl~t. The C-Ontrac;tor ehall fumleh all mat..-lal• and par-Porm all ~ raq_uirad to eorrac:t any lnad•quael"e oP c::.ovarage due to d•vlatlon11 Prom the plana, or ,,.h..-• h eyet.m has bean l'IIIIPull~ lnetall•d ae Indlc:at.d on the dra,,,.lnge ""h•n It le ol:>vlouely Inadequate, ,,.11:hout !:>ringing this to the attention oP the Landsc:.aps Arc::.hll:ec:.t. Thie t.et ehal I to. ac:.eaptad l:>y the Landec;ape Arehll:ec:.t a,d ac:eompllehed l:>ai'or• etarttng a1y planting. l"lnal lnepac:tlon 1'1111 not eommenea 1'111:hout rec::.ord dral'llng& ae prepared by the lrrtgatton C-Ontrac:tor. 'AS-BUILT' 1lTLE REVIEWED BY: INSPECTOR !3.15 MAINTENANc-E During the malnt:ananea p..-lod the C-Ontraetor shall adjust and maintain the Irrigation •yetam In a ¥vi ly op•ratlonal condition providing c:omplet. Irrigation ,ov.,rage to all lntanc:tad plantings. !l.16 CCl-l'"LETION c-LEANIN6 DATE DATE Cot.an-up shall l:>IJ made as aac:h portion O, th• l'lork progr ....... ltePuea and axc:an c:llrt ehal I l:>IJ removed Prom tt,., elta, all l'lalke and paving shall ti. broomed, and any damage -talnad on the "'°rk. oP others ehall ti. repaired to orlgtnal c:ondltlone. ENI> OI" SEc-TION ~ l"Ol't. f'LANTIN6 AND IRRl6ATION ONLY, 1Nc:.LUDIN6 PRE<:•¥ 1..0CATION OF f'LANTIN6 A~. ~l!!>ION.5 lab plc::it"'I c.hk. :::2ridplon6hk. 9r-d plar, Gi-lk ~ A~ JOe HO. C>AT!e !OGAL" 10-1!1-0:Z 1:2-02-0:Z 1-:21-o!!I, eT TM 02--0S.2 i-J"T-02 ,a.,~ !!IHOYIIN 1----+--+-----------1-----1----1---1----1fsirnll CITY OF CARLSBAD 11s~E0ETSI ~. PLANNIN<5o DEPARTMENT . --' Sw••-Y a Aeeool•t••• lno. lrrlaatlon D••lan & Coneultlna aenct9krc_,Dllw,-C -CAIHU ,._ 109-411-1810 Fax.• 1t1 NSO E-nlll; II IIA/1 ... ltlalk.Mt I \'\IJ'i( \l•r ~R( Ill[[( 11 l!E 4404 GEl6EE A\/EN.E !:AJITE 140 LA JOLLA CALIFORNIA "2061 ese.sse, 8'!11 FAX ese. sse .•nae DA TE INlllAL DA TE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL IRRIGATION 5PEC.IFIC.ATION5 FOR, THE: SUMMIT (SDI"' 00-17/ZC. 00-11/HDI"' 00-19) "--------~~ ASSISTANT PLANNING DIRECTOR OWN BY: ---1 CHKD BY: ---1 RVWD BY: PROJECT NO. SDI"' 00-17 DATE I DRAWING NO. . 409-"IL ' ' ' ' ' ' ii ' I ' I: ' ' ' ' ' ' ' 1,// 1i?A TIDN -----· , \· 76 Ji, ' ' I\ ' lo:i 1T I I I I I I I ' ' ' OVE :f'-LL , RASS, I tE6RI AC,11 . A tJF , EUC.t_jL YP I E , TR1f1 ALL ' E5,IAND LL AG-E9 I ~I\ : ! ---------+------ --j . ' .:..+h'r~•M01=\ V'lEED5 ION il:xl5Tl~5 .5LOPEj LANT ',OPORUM ARVIIFC )UM FROM c=ATsl@ " o.c.l- ND I G L1AC,AcC,IA ~-ft' IREDOL:E 5:@20'10.C,. fO BAfE (=!F 5L<pPE. -,,c,c-,,-r--L·-------t---.... -- , I ; --r - •-----+---- I ., -- G-7 G-7 G--6 G-5 TITLE REVIEWED BY: INSPECTOR G- ' ' G-2 G-1 72 70 G--1 G-2 I•■ -' ' 'AS-BUILT' DATE DATE G-2 G-7 G-1 • -' ' 5:2 :2 !5!5 3:2 61 31 34 3e 10 .9f "1 a, ... D 0 • •• ® ® @ ® ® (J;;) $ ® ® © 0 llt7r-- ~ l"LAWM Al"EGASTl'l!U-I "°"1ANZOF'FIANI.IM GUEEN PALM f'INU5HALe:l"l:N51!5 P'r1IW!5 KAl"IAKAMII TIF'UANA TIF'U TRISTANIA GONF'ERTA J/IIASHIN(!;TONIA H't'ef't!D (/1+.Vl'JL.ATIM!!N &sMJllt!l!!llllt ......... -o62:» GUERCUS A6F1.IFOLIA A6Af'ANTHIJS AFF1.ICANU5 AL Y06YNE HUE6ELII AF1.BUTUS UNEDO 'COMl"ACTA' BOU6AINVILLEA Sf"ECTAelLIS , HETEF1.0MELES AF1.15UTIFOLIA Ll61JSTRIJM J. 'TEXANllM' LIF1.101"E MIJSCARI NANDINA DOMESTICA f'ITTO!>PORUM T. VARll!:6ATA' PRUNUS CAROLINIANA STRELITZIA NICOLAI ALEl"F'O FINE EVEF1.(S,F1.f:EN f'EAF1. TIPIJ TF1.EE BF1.IS6ANE BOX CALIFOl'.NIA FAN PALM COAST LIVE OAK MAFANTHIJS 6UJE Ht6tscus DJIIIAF1.F STF1.Al'eEF1.F1.Y TF1.EE 60lJ($,AfNVILLEA TOYON TEXAS f"FtlVET 616 6UJE LILY TIJRF HEAVENLY 6AM600 VAR. MOCK ORAN(!;E CAROLINA LAUREL CHERRY 61ANT 611'1.D OF PAAADISE :24' BOX 4e• eox 15 <!>AL. :24" BOX :24" BOX 4e" BOX Der,4fL STD. 3-!5TE:M A$5/:24 MULTI STD. STD . STD. A$6/:24 A$6/:24 A$6/:24 A46/:24 1:2' 6.T.H. (SKINNED) D/:24 A415/24 MI.JLTI I 6AL. 6/:24 5 6AL. 6/:24 I 6AL. 6/:24 I 6AL. 6/:24 5 6AL. I 6AL 6/:24 5 6AL. 6/:24 I 6AL. 6/:24 5 6AL. 6/:24 5 6AL. COLUMN 6/:24 56AL. COLUMN 15/:24 15 6AL. 6/:24 ~ ......... ...i,...,.,e:::r:;t:1ttt'.1:':::11=":t:f.1 ~.'fbAbfU.I I I "-+-----r~ I j. 14i<! 355 <II 13ee, :2e:2 t, !"IS 2 @ STRELITZIA RE51NAE 611'1.D OF PAAADISE 15 6AL. 6/:24 p )( ( 7 7 C-J G-2 •· . • G-3 p ' ' .90 -GB 7 7 G-4 p ' ' ------' ' AF'PROYEP f"OR F'LANTIN6 ANO IRRlcS•ATION ONLY', 1Nc.LIJDIN6 PREGISE LOC,ATION OF PLANTIN6 AREAS. ' =-~ ------I ____ --. ' ' ' ' ' ' II---+~ ' ' I I I I - ' ' ' ' ' ' ;a:,; .• c,c.:.,- ' ' ' ' ' ' ' ' ' ' =+--' -__ I 'T' ' ' ' ' ' ...l" : AS REG!'D AS REG!'D AS l'U=G'D AS l'U=G'D AS l'U=G!'D AS l'U=G'D NOTE, ® FATSIA JAPONICA BOU6AINVILLEA SPECTAelLIS ANt-lJAL COLOR MARA THON DJ/IIARF FESCUE MYOPORI.IM f'ARVIFOLIUM 'F'F1.0STRA TUM' HEDEAA H. 'EIALTICA' LONlc.EAA SUBSF'ICCATA H'l'DROSSED MIX JAPANESE ARALIA l50l}(5'AINVILLEA ANNUAL COLOR 1URF F'F1.0STRATE: MYOPORUM DJIIIAF1.FIVY HONEYSUGKLE SEE LE6END ON SHEET XX 15 6AL. 155AL. STAKE 4" POTS • 6' O.C. SOD FLATS• 1:2" O.C. FLATS• 1:2" 0.C. FLATS • 12" O.C. HYDROSEED 6/:24 E/:24 C/:24 C/:24 C/:24 C/24 I. CONTRACTOR TO PROVIDE !3" DEEP LA'T'ER OF SHF!EDDED OR6ANIC BARK MJLCH AT ALL Sl-lll!UB AND 6ROUNDCOVEF1. AF1.EAS fl'llTH LESS THAN !3.t SLOPE. CONTRACTOF1. TO SIJeMIT SAMPLE TO CITY INSPECTOR FOF1. APPROVAL F'RIOF1. TO INSTALLATION. :2. CONTRACTOR F1.ESPONSll5LE FOR MAKIN6 Ol'lN COUNT. QUANTITIES PROVIDED FOR CONVENIENCE ONLY. 3. 10' LENGTH OF :24" DEPTH ROOT6AARIER TYPICAL • EVERY TF1.EE fl'llTHIN 5' OF HAF1.DSCAPE. SEE DETAIL F/24 4. ALL PALMS SHOULD 1'1.ECEIVE (2) PERFORATED PIPE DAAINS PEF1. DETAIL D/24. t<eYMAI"' ! \l,l>SC"p G\11 .... I ~ f h 1~ -t, ~ .... c5 l,;L l1l ... * \:---..i., i\al/-!r.h":'3=-~ ----------------_____ _[ ______ -------------------------------------· ------·--_ J __ _j ______ -------~- ~ISION& l•t plc;m c:.hk. 10-15-0:Z ---------------------------------1-~ _: _ ·-------------------------------------------------~---------?-,----------------------------~ -----------~ -~ ---:Znd Elan c:.hk. 1:Z-02-02 3r-d p IGlln c:.hk. l-:2""T-o!5 ---4th plan c:.hk. !!li-1"1'-0!' : " r:,~ BT MATCHLINE -SEE SHEET .2.2 APPROVED TM 20 40 60 JOB NO. o:z-oe2 -----OAT!e f-l""T-02 I" • 201 5CAL!e AS. SHOY"IN GILLES PIE DESIGN GROUP INC. ~ CITY OF CARLSBAD fsHErnl 1---+---1------------------+---+---+---+----f ~ PLANNIN6 DEPARTMENT ~ ::=='---'===:::::::::::::::::::::::::::::::=:::::::::::=::::::::::::=='----'====! 5EE SHEET 20-29 FOR PLANTING, LE5END 5EE 5HEET 24 FOR PLANTING, DETAILS 5EE 5HEET 25-26 FOR PLANTING NOTE5 4 5PEC.IFIC.ATION5 I "\'\JDSC".PF I\RCHITECTl Rf '1404 ISENE5EE AVENJE SUITE 140 LA ALA CALl~IA '12031 ese.sse &111 FAX 850-55e -'1188 DA TE INITIAL ENGINEER Of' WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL l"'L.ANTIN<So l"'L.AN l"'O!'ll., THE: SUMMIT (SDP 00-li/ZG 00-11/HDP 00-18) ..._ _____ 5:22-aJ ASSISTANT PLANNING DIRECTOR DATE OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SOP 00-li DRAWING NO. 409-"lL _,/· ,/ _/, ,/ ,/· _/, , , , , , ' I ' ' I ' ' I ' , /, , , : , \ ,,, \ ,r ,___.---. • , , , , ,:1, ' ' ) / __ ,,, ,' _/, , / , , , , , , , r: r7 ' I I : G-6 ' ' ' ' ' ' ~,ul,j-::1-----l---{;:----------~------- I I "'-4-~I 1-===t-=t----------t-------I ·- • , -, -- G-7 • • • • • • • II • ' • • .. G-5 G- 8 r r u _,.,, ~,::i:..,r :.11~~ AMi}U~~ lfi '(lil "1404 ISENESEE AYBDJE SUITE 140 LA JOLLA CALIFORNIA "12031 1158-558 b<!ii FAX 11511-558 -"111111 l<EY'MAPl!1 20 10 0 SCAL.E, DATE INITIAL ENGINEER OF WORK 20 PLANT LEGEND aJA!IT11Y ~ 11'? ' 52 ~ 2 ~ 55 □ 92 0 61 • •• 91 94 -It- 98 * 10 ~ s•nas 294, ® 99 @ 65<1 0 964 @ 26, <tGf ® 14i<t (b) 955 EB <t I ® 1588 ® 282 © 6 0 l<t5 © 2 ® VIMS 22 MAM 6ROIMDCOVER9 AS R.EG'D AS R.EG'D AS R.EG'D AS R.EG'D AS R.EG'D AS R.EG'D NOTE, SOTAN!C,IJ.. NAME COl+!ONNAHE HYMENOSPER.MUM FLAVUM SJl'IEETSHADE AR.ECASTR.UM R.OMANZOFFIANUM GUEEN PALM PINIJ5 HALEPENSIS PYR.US KAl/'\AKAMI I TIPUANA TIPU TR.ISTANIA CONFER.TA l/'\ASHIN6TONIA HYBRID (A'VAI~ AT~ tueERY 61Cf-4el-o6~ GUER.CUS A6R.IFOLIA A6APANTHUS AFR.ICANIJ5 ALY06YNE HUE6ELII ARBUTUS UNEDO 'COMPACTA' BOUGAINVILLEA SPECTAEllLIS .HETER.OMELES AR.ElUTIFOLIA Ll6USTR.UM J. 'TEXANUM' LIR.IOPE MU5CAR.I NANDINA DOMESTIC-A PITTOSPOR.UM T. VAR.IE6ATA' PR.UNIJ5 CAR.OLINIANA STR.ELITZIA NICOLAI STR.ELITZIA REGINAE FATSIA JAPONICA BOUGAINVILLEA SPEC T AEllLIS ANNUAL COLOR. MAR.A THON Dl/'\AR.F FE5CUE MYOPOR.UM PAR.VIFOLIUM 1PROSTRATUM1 HEDER.A H. 'ElAL TICA' LONICER.A SUElSPICCATA HYDR.OSSED MIX ALEPPO PINE EYER.6R.EEN PEAR TIPU TR.EE ElR.ISElANE BOX CALIFORNIA FAN PALM COAST LIVE OAK A6APANTHUS BLUE HIEll5CUS Dl/'\AR.F STR.N'eER.R.Y TR.EE BOUGAINVILLEA TOYON TEXAS PRIVET 616 BLUE LILY TURF HEAVENLY BAMBOO VAR._ MOCK OR.ANGE CAROLINA LAUR.EL CHER.RY GIANT EllR.D OF PARADISE EllR.D OF PARADISE JAPANESE AR.ALIA BOUGAINVILLEA ANNUAL COLOR. TURF PROSTRATE MYOPOR.UM Dl/'\AR.FIVY HONEYSUCKLE SEE LEGEND ON SHEET XX SIZE Dl!TA!L. 24"BOX STD. A«El/24 48" BOX 9-STEM A«El/24 MULTI 156AL 24" BOX STD. !.it" BOX STD . 24" BOX STD. 4e11 SOX 12' El_T.H_ (SKINNED) l:i~" BOX MULTI I <SAL. 5 <SAL. I <SAL. I <SAL. 56AL- I <SAL 56AL. I <SAL. 56AL. 56AL. COLUMN 56AL. COLUMN 156AL. 156AL_ 156AL. 15 GAL_ STAKE 4" POTS @ 6" 0.C. SOD FLATS @ 12" O.C. FLATS @ 12" O.C. FLATS @ 12" o_e,_ HYDR.OSEED A4El/24 A«El/24 A«El/24 A«El/24 D/24 A«El/24 El/24 El/24 El/24 El/24 El/24 El/24 El/24 El/24 El/24 El/24 El/24 El/24 El/24 E/24 C,/24 C,/24 C,/24 C,/24 I. CONTRACTOR. TO PROVIDE 9" DEEP LAYER. OF SHREDDED OR.6ANIC ElAR.K MULCH AT ALL SHR.UEl AND 6R.OUNDCOVER. AREAS l"llTH LESS THAN 9d SLOPE_ CONTRACTOR. TO SUBMIT SAMPLE TO CITY INSPECTOR. FOR. APPROVAL PRIOR. TO INSTALLATION. 2. CONTRACTOR. RESPONSIBLE FOR. MAKING OY'lN COUNT. GUANTITIES PROVIDED FOR. CONVENIENCE ONLY. 9. 10' LENGTH OF 24" DEPTH R.OOTElAR.R.IER. TYPICAL @ EVERY TR.EE l"llTHIN 5' OF HAR.DSCAPE. SEE DETAIL F/24 4. ALL PALMS SHOULD RECEIVE (2) PERFORATED PIPE DRAINS PER DETAIL D/24. TITLE SEE SHEET 20-29 FOR PLANTING LEGEND SEE SHEET 24 FOR PLANTING DETAILS SEE SHEET 25-26 FOR PLANTING NOTES 4 SPEGIFIGATIONS 'AS-BUILT' APPROVED FOR PLANTING AND DAlE IRRIGATION ONLY, INGLIJDING RruEWED BY: PREGISE LOCATION OF PLANTING AREAS. INSPECTOR DAlE 60 .,_, ' (.) §, -.... \\llSCA al lies REVISIONS let plan ehk 2nd plan c.hk Sr-d p Ian ehk. 4th plan Ghk D"'-A>'<N AFP~OV'ED Joe NO. DATe 10-15-02 12-02-02 1-21-03 8-11-03 eT TM 02--092 "1-1"1-02 SCALE: AS SHOl"-IN THE SUMMIT (SDP 00-li/ZC-00-11/HDP 00-15) ASSISTANT PLANNING DIRECTOR DWN BY: DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTI-lER APPROVAL OTY APPROVAL CHKD BY: __ _ RVWD BY: PROJECT NO_ SDP 00-1"1 DRAWING NO. 405-<iL C n r----- n---- □ C r----- r -------r r r f--- r [ r f·t----+--.rl_ 1._, H--~--,,! I PPPP ' ' : I :----1 ' , ' ---.. ----!-----J- •. ' I l+-~,----l ' ____ i --------- i ~ _-..,,::::--1--.. . , ' ' 5 G-7 G-6 G-5 G- A! 3 NN , ' MATCHLINE -SEE 51 IEl::T 20 , . ' ' ' I -----,---- 1 ------Lt==-•--i __ l_)----~- 1 l : i -- G-1 G-2 G-3 , , ·:-·-. • • = -,,_ ... _ G-1 G-2 G-3 G-2 G-1 • 4 _._;.., '• • G-4 G-5 • u ., • • . • . . . , • . p G-7 G-7 : I I : i I ·' p • • = = R L ,R[A T!ON ING BUil ~----=---- "' a': ~ " G-6 " G .i-G-5 . G-4 G-3 ' - = = G-7 G-2 G-1 , ~ ----------------.... • .. . .. -... .,/·· -.• ' . ·. ,- SEE SHEET 20-25 FOR PLANTIN6 LE6END SEE SHEET 24 FOR PLANTIN6 DETAILS SEE SHEET 25-26 FOR PLANTING NOTES l<EY' MAP~ 4 SPEC.IFIC.ATIONS \-'<-~C-----, ' ' ' ' \---P-1l--'7i"':;,f-:'l~ ' ' ' 20 10 0 \ \ \ \ \ 'AS-BUILT' TITLE DATE RE.VIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUVING PRECISE LOCATION OF PLANTING AREAS. OSCA I I le,tp ,,,, I ,/j' . , /;' . -----,, -------------i------,'// "' " <.> ~ .,lo~ "' -.. C, -' ,c-:_,:~~=~=::;~".'.:::::::~~'.':~:;~=~~':_:--1 -, -------, ---+---------------,' --- --------• --I _ ____.\ _ __..........----------==--~-J-~-=:__~---'T-_L--------::.-----26 --------------__\---~..:~:.....----------------------r-----------------1, -----------------_L---'C--------------- F:!.EVIS10NS 1st. plan d,k 10-15-0.2 2!'"1d plan Ghk 12-02-0.2 :3rd plan .e.hk 1-.21-09 4t.h plan Ghk S-li-09 DRAWN BT APPROVED TM 20 60 JOS NO. 0.2-09.2 DATE i-li-0.2 (~ 1J11!.~~m [J)]~;)l}i~J SCALI=, I" = :20' SCALE AS SHOY'IN @BJil~, ~---=--- q404 GENESEE AVEt-lJE SUITE 140 LA JOLLA CALIFORNIA q203; ese . sse aq;; FAX ese-sse .q1ee DATE INITIAL ENGlNEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL C1TY APPROVAL THE SUMMIT SHEETS 9?, (SDP 00-li/ZC-00-11/HDP 00-IB) ASSISTANT PLANNING DIRECTOR DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 5DP 00-li DRAWING NO. 409-"IL 05260:3 . i / L - L"•...,,_+-+---11....,._.,.,~ • p\;:::,,,1r--;1 - ' ' ' I I I ' ' fl----4l-.-~-.,...,-__J : ~~oll'"""'l'!'"l"'l"i""!~o,j;;;;;;;;;;iil!Ji F i,LN-+j• , F :-7~ ·-.1 =- ' . ·r--'--i~-L__ . I /2 <.7 _ _l__ __ ---- 1 = = = . ·······----.......................... ·-···--··----·'-----J RECREATION AREA ENLARGEMENT --~ • • r-------- J --'----'-- 0.: .. ~<( c::i ~ ,j r-· VV----0 II , i,..,..,...,.~~ '· = = = ' ' ' ' ' ' ' ' ' ' ' I \ \ _\ ___ .. -, \ ' ' ' ' . ' ' ' . ' ' I ''(. ' "'' \\, '"' \>. "- / "->-.. ·"-. / " •,, •A / " ', . / •, \.. ' . ~--,,,, ~' IC ::Z<:> 5EE 5HEET 20-29 FOR PLANTING LEGEND 5EE 5HEET 24 FOR PLANTING DETAIL5 5EE SHEET 25-26 FOR PLANTING NOTES $ 5PEC.IFIC.ATIONS T ANDSCAPF \.RCHITECT URE '1404 GENESEE AVEtU: SUITE 140 LA JOLLA vALIFORNIA '12001 85a-558 e,,m FAX 85a 558 -'!lee PLANT LEGEND """"'"'" ,.,_ i\d 5:2 ~ :2 ... !5!5 □ 3:2 0 61 • •• 91 94 -ff- ae * 10 ~ .9J,UN :2941 ® 99 ® 65'1 @ 964 • :261 ® "" 141'1 (0 3!5!5 • "' ® ,aee ® :2e:2 © 6 0 1'15 @ :2 ® YINl!!!J 22 MAM #lt:)(/Nt:>~ AS p;tEQ'D AS p;tl::Q'D AS p;tl::Q'D AS p;tEQ'D AS p;tEQ'D AS p;tEQ'D NOTE, IIOT.4Hf(;.AL. NNe --- HYMEN05f"l:RMUM FLAVUM ~APE! AREGASTFWM FtOMANZOFl"IANJM GUEEN PALM l"INUS HALl:l"'l=!el5 f""l'1lltlJ5 KAl"IAKAMI I TIF'UANA TIF'U ntlSTANIA GON!"ElllTA i'<ASHIN6TONIA H'l'BRID (AVAIL. AT 1!'/l!lts!U!!lc NJIUl!l 4: M ...... -<»22) QUERCIJS A6RIFOLIA MAl"ANTHU5 AFRICANU5 AL T06Y'NE HUE6ELII Al'tBI.JT\J5 UNEPO 'COMl"Ac.TA' 60U6AINVILLEA 51"ECTA61Ll5 HETEROMELE5 A"'-6UTIFOLIA Ll(SIJSTRIJM J. 'TEXANIJM' Llp;tlOl"E MU5c.ARI NANDINA DOMESTIC.A l"ITTOSl"ORUM T. VAp;tlE6ATA' f"RLINU5 CAlltOLINIANA SmELITZIA NICOLAI STREL.ITZIA Rl:61NAe FAT51A JAPONICA BOU6AINVILLEA Sl"ECTA61LIS ANNUAL C.OLOR MARA THON DK,,\."1" Fecu!: MYOPORUM PAp;tVIFOLIUM 'l"ROSTRA TUM' HEDEAA H. 'eAL TICA' LONICERA SUBSl"ICCATA H'T'DlltOSSED Ml X ALEl"l"O l"INE ~l'tl:EN !"EAR TIF'U TREE eRISBANE eox CALIFORNIA FAN PALM C.OA5T LIVE OAK MAPANTH.15 61.UE Hl615GU5 Dl'<ARF S~Y TREE 60U6AINVILLl:A TOYON TeXA5 l"RIYET 616 6LUE LILY TUlltF HEAVENLY BAMBOO VAp;t, MOCK O"-AN6E CAROLINA LAI.JlltEL C~RY 61ANT 61"-D OF PARADISE 61p;t0 OF PARADISE JAPANESE AAALIA 60U6AINVILLEA ANNUAL c.oLOR TUp;tF PROSTRATE MYOPORUM DK,,\.Rf'IVT HONEYSUCKLE SEE LEG-END ON SHEET XX 9/ZI! ""'""- :24" eox sm. AeB/:24 ....e"eox !5-S"T"eM Ae B/:24 MULTI 15 6AL. :24" eox sm . 1f"eox sm. :24" eox sm. 4e>" eox 12' 6.T.H. (SKINNED) 1:f.J" eox MULTI I 6AL. 5 6AL. I 6AL. I 6AL. 5 6AL. I 6AL 5 6AL. I 6AL . 5 6AL. 5 6AL. c.oLLJMilc 5 6AL. COLUMN 15 6AL. 156AL. 156AL. 156AL. STAI<!: 4" POTS • 6" O.C. SOD FLATS e 1:2" O.C. FLATS• 12" O.C. FLATS • 12" 0.C. HYDROSEIEP AeB/:24 Aee;:24 AeB/:24 A•B/24 D/:24 Ae6/24 6/24 6/24 6/24 B/24 6/24 6/24 6/:24 6/:24 6/:24 6/:24 B/:24 6/:24 6/:24 E/:24 C/:24 C/:24 C/:24 C/:24 I. C.ONmACTOR TO l"FtOVIDE 9" DEEi" LAYER OF SHREDDED ORGANIC 6ARK MULCH AT ALL eHIIW6 AND e.ROUNDCOVER AREAS l'IITH LESS THAN 3,1 SLOPE. C.ONmACTOR TO SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. :2. CONTRACTOR p;tESPONSIBLE FO!lt MAKING-Ol'IN COUNT. QUANTITIES l"FtOVIDEP FOllt CONVENIENCE: ONL T. 9. 10' LENe.TH OF :24" DEPTH ROOTBARRIER T'Y'f'ICAL o EVERY mEE V.ITHIN 5' OF HARDSCAl"E. SEE DETAIL F/:24 4. ALL PALMS SHOULD p;tl::CEIVE (2) FEKr'uAATeD PIPE DRAINS PER DETAIL D/:24. -!Ir-., _, ~-~.,_ fllteVl910N6 'AS-BUILT' l•t; plc:in c.hk 10-19-0:2 A~ l'"Ollt l"'LANTIN6 AND DATE TITLE IRRl6ATION ONLY, INC.LUDIN6 REVIEWED BY: PRECISE LOCATION Of' PLANTIN6 AREAS. .:Znc:::I E:lc;11n c;..hk 1:Z-<>:Z-0:Z !!or-GIi plan chk 1-2-r-oe 4th pl,ca,, Ghk B-l"'T-09 "'~ 9T " . A~ TM INSPECTOR DATE ..J09 NO. 02-092 C:,A~ "7-l"T-02 &CALE A& etto~ ~1CITY OF CARLSBADlls~~sl 1----11----+----------------l---1---+----I---I L__:::_j . PLANNING-DEl"Allt™ENT . 1-----,1----+----------------!----+--+----,----1 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL Cl1Y APPROVAL l"L.ANTI N.S. f"'L.AN l"'O~, TH!: SUMMIT (SDP 00-11/ZC, 00-11/HDP 00-19) ASSISTANT PLANNING DIRECTOR DWN BY: ___ , CHKD BY: ___ , RVWD BY: PROJECT NO. 5DP 00-11 DRAWING NO. 409-"!L. ~ TIit:) s-.,,-, NO ~ TIit:) Tll!e. TIE TN!!e TIIIUNK 6° ~ l!!ll!NDIN& MOMENT CF ~-TIE !5HOU..D l"IIIOIIIDe f'Ll!Xlt91LIT'I" OF "IRHC, !IIJT NOT M.I.Ol1 IIWE!elN6 CF TIIIUNK MAIN5T STAIC:!!. GVr 5T,4'<e5 <ll"f" 6° ~ TIS. l"'Ol't elNlll..e STAKe acees, r'I..AC;E! STAIC:e ON 1"11~ SIDE CF IALt.$. NO. 12 eM.V. l'Ule, MIN.-~ 1"'1.AN Vlt:ll'I h •• .j ----:m= - =---1 =1 11: _, 0 9'001"9.~II @) ~1• NJOo./t: P'INl51 9"-"'01!! @i-lNISH..w,e 0 P"INISH ..w,e AT 9LOl'e @ 2 X lt00'1'1!IALL DIA. NO oer IH @ ISACAQIILL MIX (St:t: NOTt:S) !5 NOiS G) l"LANT TAl!ll...eTS (St:t: NO, I @ 91!!!! l"'AVIN6 Dt:TAILS 0 TOI"' Of' l"'AVIN& (@) 4• HldH ""'Tl!IClN& eMIN lit" ICl!CR'J:;1) @ UNl:)151\.ll'Ct& AATIVt: ~IL @ 2•-e• i!l,I~ M.I...GH LA'l't:lll (Set: 1 esec l"OR ue , 11,1 ~ M.I...GH ~I I '!le .... I & ,r,,.w,,,.y l"lltOM l!!V!St: CF ~ A MIN. CF 6° N ec '. ;a Ne l"'l.,t,NTt:C) IN TUICI" ,. .t.A.5 ~TOlll 91-W.L. IC&IOVI! TUICI" A MIN. CF l:Z' OIA AT 11'1!! 15,A~ CF T1-e ~-IN5TALL ~ M.I...GH IN ~'40>.'AL /Jteit~ 6,/00-ffiO..JEGTS/00-0"l'1'/l..ANPARCH/WO'S,'OF'fA!LS/T$F'LAN.T'2.0J,lk$, 4 0 :z• @) I IW>J b? -!OIL @ l"LANT Tl'SI ..,.. ~l'..,....~~~~.--fT"• r'"=liTFI=-0 P"INISH 9llll\DI!! ~· I J @ t:GUAL{)(l-ee l"LANT • •• I ·-1 -I ---I I-11 11 I= saeDU.e FOR ON Ill ~IJl~~~ll'lll ... 11~1111111111111 Ill @6!':.~~ '1 l=I I I= ICCc!lQN M, INl)IGA.,e) ON l"LAN 0 ~ a.,ti, ~ ~Al"t:I~ M, INl)lc:;,t,."Te) ON l"LAN @ e:.:tUAL 1-112()(1 l"J.AN ~91',lfGIJI0'""91tMJJ I sn,ac;■nn ■1"1LUIGBff GIUl"l!RA on: a•"'°" BnDPN 1IUIC rnanrr~ • ..... u PlttJM f'INll9M ~ 'ft:11 'lie a>! IOM Of' lie...,. V1HL1! fll!TIOUL 0 l'ICONCIS-Tlt: l'IITH 91N91.t: STICANC) Of' ~ , MA"l!!RIAL IMT'IE AT e,IC) 0- -........ 1-........ \ @ -........ -,--------~-'IL-f-Of' MAI~ l"BltlOt> I ® ,.ALM TIU« '~~~~c.=M~-Sc @ 4• Hk9H M'Tl!IClN& ISMIN £ \I) (lpt ICt:Gl'D) "' i ' Cl Ill i -(I\ I- .... ;Ji ~~iii ~ @\)Q "Ji. ~_J~ ~ Ii! 1t ~ i<~ ~5 2 !I! I 0 TOI"' CF l"'AVIN& @ set: !IP'ESc;IPolGATIONS @ 1',llao"ILL Mlx-i«llll NA9I I> &AND I G) 1::1• MIN. ~ @ UHi:)1511.lfl t:c _,fATfVt: !!OIL ~ {!) ,.INISH ~ AT !ll.Ol"t: @) P"INISH :91t.-6Dt: f'"--9r;~:;;,:;;~;,:-'~\!l!JI =:Al!ll.t:T$ (St:t: - @ ICCO'l!IAU. @) ..... fltCJIJND elCA"T1! l9'T' NI)., GOI.Olll,i!ll.AGK -111- ~=+--,-~ 11= (@ ,4• I t:AIOkr."Te) DICAIN 1"'11"1!. I IICAI"' NTH P"IL T!!R P"Al!IICIC', I -I I I ., TRE:E: s TAK I NG -L.EYEL. 6"°UNC:, ec,.A,I. ··-1•-o TRE:e/sHRUe FLANTI Ncs Der Al L !!'e,,A,, • 112•-1•-o■ c GROUNDCOYeR PLANTING DeTAIL ~,.._.112 •• r-o• @) ...... MA'Vl!I. @12• DIA. @si.o• @2•NKNt:~ ~ 1-1--11•---® II II II ----c4 . -- I I I I I 111! II= I ~~~ II ,,.... fT=::: -I -......_--{a ~=111=111 ITT ITT l 0 l ,.. ,. NOT!!:, 0 VINE ATTA<:;HED TO OOl"FAc.E Y'IITH CL.EAR EPOXY VINE Tll:5 @) ~y STAKES-TO 6c REMOVED ® EXISTIN6 SLIRl"ACI= 0 CROY'IN-1" AeOVe FINISH ~ @ 4" Hl6H Y'IATElltlN6 BASIN (IF REGIJl~J @PLANT TABLl=TS (v1"1N15H6RAOE © BACKFILL MIX (51!!1: 5f'EG.5J 0 .2XlltOOTBALL PIA. @UNr:>ISTIJICS!!D NATIVI!: ~IL @ICOOmALL @MIN. 6" BELOY'I FINISHl=P l"L~BL.P6. VINE:5 ~y ESl"ALlelt STAKe TO BE MOveP ANP ATTACHeP TO 5URFACe BY CLEAR el"OXY VINE Tll=S. b b b . . . .. . •. · ... · ... ~.: .. ... ·•· . ~ :(:... . . . .. ....... ' . . . . . . . . . . ' ~ OF TREE PLAN VINE PLANTING DETAIL NT9 F ROOT 6ARRIE:R ' ' CD CONCRETE SIDE i"IALK OR HARDSC.APE IMPROVEMENT AS INDICATED ON PLAN @ DEEPROOT LB:24-:2 INSTALL IN 10' LENGTHS, TYP. @su66AADE @) PLANTS PER PLAN @ CONCRETE CUFte OR HARDSc.APE IMPROVEMENT AS INDICATED ON PLAN NOTE:, I) CONTRAc.TOR TO PROVIDE IIWOT BARRIER FOR EACH TREE ~ITHIN S' OF HARDSC.APE . .:2) fltOOTeARRleirt SHALL NOT l!!NC I l'tCLI!! ROOT BALL. SC.ALE l"=l'-0" I A \l)S(' C\1'1· ->.fit !II fECl l RI 4404 6ENESEE AVENJI: SUITE 140 LA JOLLA C.ALIFORNIA '12031 ese,.,se ~ FAX ese,. 55e -'lleti D PALM PLANTING DETAIL NTS tlt.!!V1&10Ne- let. f Ion oe::.hk. 10--19-02 'AS-BUILT' .::Znc::I E:lon c.1-ik 12-02-0:2 !!!rd plc:in c.hk 1-.27"-0S Al"P!ltOYt::D l"'OR f'l..ANTIN6 AND DATE TITLE 1FtRl6ATION ONLY', ING-l.UDIN6 ~ 9T REVIEWED BY: fflf<.ISE LOCATION OF A~ TM PLANTIN6 AREAS. INSPECTOR DATE .Joe NO. 02-oe:2 C>AT!e "1-1"1-02 !OGALI'! ...,. 9MOY<N fSHml CITY OF CARLSBAD fsRm'sJ ~===~~===t=========================t===1===~====t===: ~ ,.LANNIN6 DB"ARTMl=NT ~ PLANTING DETAILS FOR: THE: SUMMIT (SDI"' 00-lr/ZC 00-11/HDF' 00-19) ~-===:----S:-22-oJ ,---.,---+-------------+--+---1---1----1 ASSISTANT PLANNING DIRECTOR DAlE t--,O,..,,AlE;::e-lr.:1N""'m""AL-+-------------1--0,.-lE-1--INl-1lA-L-I-O-AlE-I-IN_l11_A_.L ;:;;D~WN~B~Y,==~~~P~RO~J:;EC~T~N~o=. ==::;;:;;:DR:=:A;:;;Wi:;::N~G=N~O. REVISION DESCRIPTION CHKD BY: --1 -c,= oo-ti Ao=-~L ENGINEER OF WORK · OTHER APPROVAL CITY APPROVAL RVWO BY: ~ ' ~ --' ""' i FL.ANTING 5FE:CIFICATION5 SECTION 02"100 -LANDSCAPINcS PART I -cSENEAAL I .I ~LATED DOCUMENTS SECTION, 1.2 SUMMARY A. Thie eectlon lnclvdes the follol'llng, I. Treee. 2. Shrube. 6. Plante. -4. Soll amendments. 5. Fertlllzere and mulchee. 6. stakoe. 1. Landscape edgings. 1.6 SUBMITT ALS A. cSeneral, Svbmlt each Item In this Article according to the Condltlone of the Contract. e. Product certificates elgned by manu,'acturers certlPylng that their products comply l'llth epeclf'led requirement&. I. ManvPacturer'e certified analyele for etandard producte. 2. Analyele for other materials by a recognized laboratory made according to methods establlshed by the Association of' Of'Plclal Analytical Chemlete, l"lhere appllcable. 9. Label data subetantlng that plante, trees, ehrube, and planting materlale comply l'llth epeclf'led requirements. C. Material test reports Prom qall¥1ed Independent testing agency Indicating and Interpreting test resvlts relative to compliance of the Pollol'llng materlale l'llth requlremente Indicated. I. Anal!:jsls of exletlng eurPace eoll. 2. Anal!:j&ls oP Imported topsoil. D. Planting schedule Indicating anticipated dates and locatlone for each type of planting. 1.-4 GUALITY ASSURANCE A. Installer Guall¥!catlone, Engage an experienced Installer l'lho hae completed landscapelng l'IOrk elmllar In material, design, and extent to that Indicated For this Project and l'llth a record of' successful landscape establishment. I. Installer's Field Svpervlelon, Require Installer to maintain an experienced Pull-time supervisor on the Fro ject site during times that landscaping le In progress. e. Provide quality, size, genus, species, and variety of trees and shrubs lndlG-ated, complying i'lllth appllcable requirement& oP ANSI Z60.I "American standard for Nursery Stock." C. Frelnetallatlon Conference, Condvct conference at Project elte notifying City of Carlebad Lanc::lecape Architect at 16O-e>l5-61Oe, allo!N -4e, houre notice. 1.5 DELIVERY, STOAAGE, AND HANDLINcS A. Packaged Materlale, Deliver packaged materials In contalnere ehol'llng l'lelght, analysis, and name of manuf'acturer. Protect materlals Prom deterioration during dellverlng and l"lhlle stored at site. e. Trees and Shrvbe, Do not prune trees and shrubs before delivery, expect as approved by Landscape Architect. Protect bark, branches, and root S!:j&tems Prom sun scald, drying, Sl'leatlng, l'lhlpplng, and other handling and tyllng damage. Do not bend or bind-tie trees or shrubs In such a manner as to destroy natural shape. Provide protective c.overlng during delivery. Do not drop trees and shrubs during delivery. c. Deliver trees, shrubs, ground covers, and plants after preparations for planting have been c.ompleted and Install Immediately. If' planting Is delayed after dellvery, set planting materials In shade, protect Prom l'leather and mechanical damage, and koep roots moist. I. Do not remove contalner-groi'lln stock Prom containers bei'ore time of planting. 2. J/lbter root systems of' trees and shrubs stored on site l"llht a Pine-mist spray. V'k::lter as oPten as necessary to maintain root systems In a moist condition. 1.6 PROJECT CONDITIONS A. lJt!lltles, Determine location of above grade and underground vtllltles and perform !Nork In a manner i'llhlch !NIii avoid damage. Hand exc.avate, as required. Maintain grade stakoe untll removal le mutually agreed upon by partiee concerned. ~ e. Excavation, l"lhen cond!tlone detrimental to plant gro1Nth are encountered, such as rubble '111, adveree drainage c.ond!tlons, or obstruc.tlone, notlPy Architect bef'ore planting. 1.1. COORDINATION AND SCHEDULINcS A. Coordinate Jnstallatlon of planting materlale during normal planting eeaeone for each t!:jpe of plant material required. l.e ll'-IARAANTY A. cSeneral V'k::lrranty, The epeclal l'larranty epec!Pled In this Article shall not deprive the Oi'llner of other rights the O!Nner may have under other provisions of the Contract Document& and shall be In addition to, and run concurrent 1Nlth, other l<'!arrantles made by the Contractor vnder requirements of the Contract Docvments. 13. 5peclal V'k::lrranty, J/lla"rant the Pollol'llng living planting materials for a period of one year for treee and "10 days !'or shrubs, grounc:k:.over and plants, after date oP Substantial Completion, agalnt defects Including death and unsatlsractory grol"lth, except f'or def'ects resulting f'rom lack or adeqvate maintenance, neglect, or abuse ~ Ol'lner, abnormal l'leather conditions unusual for l'larranty period, or Incidents that are beyond Contractors control. C. Remove, and replace deiad planting materlals lmmedlately unless required to plant In the succeeding planting season. D. Replace planting materials that are more that 25 perc.ent dead ot In an unhealthy condition at end of l'larranty period. I ."I TREE AND SHRUB MAINTENANCE A. Maintain trees and ehrubs by pruning, cultlvat1ng, i'llaterlng, l<'leed1n9, Pertllizlng, restoring plantln9 sauc.ere, tightening and repairing stakoe, and resetting to proper gradee or vertlc.al position, ae required to koep trees and ehrube Pree of' lneecte and disease. Restore or replac.e damaged tree l"lrapplnge. Maintain trees and shrub!! !'or the rol lol'llng period, I. Maintenance Period, 6 months Follol'llng Svbstantlal C.ompletlon. PART 2 -PRODUCTS 2.1 TREE AND SHRUB MA TERI AL A. General, Furnleh nursery-grol<'ln treee and shrub!! c.onPormlng to ANSI Z6O.I, l"llth healthy root systems developed by transplanting or root pruning. Provide l"lell-ehaped, Fully-branched, healthy, vigorous stoc.k rree ol' disease, lnsec.te, eggs, larvae, and del'eate euch ae knots, eun sc.ald, Injuries, abrasions, and disfigurement. e. cSrade, P'rov!c::te trees and ehrube oP sizes and grades c.onformlng to ANSI Z6O.I For t~pe oP trees and shrube required. Trees and shrubs of a larger size may be used Ir acceptable to Arc.hltec.t, 1Nlth a proportionate lnc.rease In size of' roots or balls. C. label at least I tree and I shrub of each variety and G-allper l'llth a eec.urely attac.hed, l'laterprooP tag bearing leglble designation ol' botanic.al and common name. :2.2 SHADE AND FLOY'IERINcS ~ES A. Shade Treee, S!ngle-etem trees l'llth etralght trunk, l'lell-balanc.ed c.rol'ln, and Intact leader, ol' size lndlc.ated, c.onl'ormlng to ANSI Z6O.I f'or type of' trees required. I. Branch1n9 Height, 1/:2 ol' tree height. e. Small Trees, Small upright or spreading type, branched or pruned naturally ac.cordlng to spec.lee and type, and l'llth relationship oP callper, height, and branc.hlng rec.ommended by ANSI Z6O.I, and stem Porm ae Pollol'ls, I. Form, Multlstem, c.lump, l'llth 2 or more main stems. C. Contalner-grol'ln trees !NIii meet ANSI Z6O.I llmltatlone For container stoc.k. :2.6 BROADLEAF EVERGREENS A. Form and Size, Normal-quality, ""ell-balanced, broadleaP evergreens, oP type, hoe!ght, spread, and ehape required, c.onPormlng to ANSI Z6O.I. :2.4 PLANTS A. Provide plante established and l'lell rooted In removable containers or Integral peat pots and l<'llth not Iese than the minimum number and length of runners required by ANSI Z6O.I ror the pot size Indicated. :2.5 SOIL AMENDMENTS A. Lime, ASTM C 602, Clase T, agricultural llmeetone cotalnlng a minimum eo perc.ent c.alc.lum carbonate equivalent, l"llth a minimum qq perc.ent passing a No. e, (2.66 mm) sieve and a minimum i5 i.erc.ent passing a No. 60 (250 mlc.rometer) sieve. Provide lime In the Form of dolomitic. limestone. 13. Aluminum Sulfate, Commerc.lal grade, unadulterated. C. Sand, Clean, l'lashed, natural or manufactured sand, Pree oP toxic materials. D. Perllte, Hortlc.ultural perllte, eoll amendment grade. E. Peat Humus, Finely divided or granular texture, l'llth a ph range oP 6 to 1.5, compoeed oP partlally dec.ompoeed moss peat (other than sphagnum), peat humus, or reed-sedge peat. F. Peat Humue, For acid-tolerant trees and shrubs, provide moss peat, i'lllth a pH range of 9.2 to 4.5, c.oarse fibrous texture, medlum--d!v!ded sphagnum moss peat or reed-sedge peat. 6. Sai'\lduet or 6round-13ark Humus, Dec.ompoeed, nitrogen-treated, oP uniform texture, Pree oP c.hlpe, stones, etlc.ke, soll, or toxic. materials. I. l"lhen site treated, mix i'lllth at least 0.15 lb (2.4 kg) of ammonium nitrate or 0.25 lb (4 kg) oP ammonium sulfate per c.u. Ft. (c.u. m) of loose eal'lduet or 9round bark. H. Manure, l"'lell-rotted, unleac.hed stable or cattle manure containing not more than 25 percent by volume or stra!N, sai'\lduet, or other bedding materials; rree of toxic. subetanc.es, stones, stlc.ke, soll, l'leel seed, and material harmf'ul to plant grol'lth. I. Herbicides, EPA registered and approved, of ¥e rec.ommended by manuPac.turer. J. V'k::lter, A9 provided by loc.al l"later purveyor. :2.6 FERTILIZER 6. Svperphosphate, C.Ommerclal, phoephate mixture, soluble; minimum of 20 perc.ent available phosphoric ac.ld. C. Commercial Fertlllzer, Commerc!al-9rade complete Pertlllzer of neutral charac.ter, conelstlng oP rast-and slol<'!-release nitrogen, 50 perc.ent derived From natural organic. sources or urea-Form, phosphorous, and potassium In the Pollol'llng c.omposltlon, I. C.omposltlon, I lb per 1000 sq. rt. (0.5 kg per 100 sq. m) of actual nitrogen, -4 percent phosphoroue, and 2 perc.ent potassium, by l'lelght. 2. composition, Nitrogen, phosphoroue, and potaeelum In amounts rec.ommended In so!I reports Prom a qual!Fied soll-testlng agency. D. Slol<'I-Releaee Fertilizer, cSranular Pert!llzer coneletlng of 50 perc.ent l<'!ater-lneoluble nitrogen, phosphorous, and potassium In the Pollol'llng c.omposltlon, I. Compoeltlon, 5 perc.ent nitrogen, 10 perc.ent phosphorous, and !3 percent potaeelum, by l"lelght. 2. Composition, 20 perc.ent nitrogen, 10 percent phosphorous, and 10 perc.ent potassium, by l'lelght. 9. Composition, Nitrogen, phosphorous, and potassium In amounts rec.ommended In so!I reports From a quallrled soll-testlng agency. 4. 'A9r1Form' (or equal) planting tablets shall be tightly c.ompreseed, lon9-lastln9 and elol"l-release. 11'4el9hts of 5, 10, and 21 grams llsted In the guaranteed analysis. :2.1 1-t.JLC.HES A. Or9anlc Mulc.h, Organic muc.h, Pree Prom deleterious materials and sultable as a top dreesln9 of trees and ehrube, consisting ol' one ol' the rollo1Nln9, I. Type, cSround or shredded bark. 13. Peat Mulc.h, Jll'rov!de peat moee In natural, shredded, or granulated Form, ol' Fine texture, l'llth a pH range of' 4 to 6 and a l'later-abeoblng c.apac.lt!:j of 1100 to 2000 perc.ent. C. Fiber Mulch, Blodegradable dyed-l"lood c.ellulose-i'lber mulc.h, nontoxic., Pree of plant grol"lth-or 9ermlnatlon-1nh1b1tor11, l"llth maximum moisture content or 15 perc.ent and a ph range of 4.5 to 6.5. D. Install 9" depth oP mulch In all non-turP planting areas lees steep than 9,1. :2.e STAKES A. Upright stakoe, Rough-eal'ln, sound, nel'I hardl'lood, redl"lood, or preeeure-preeervative-treated sort1Nood, f'ree of' knots, holee, c.ross grain, and other def'ec.te, 2 Inc.hes diameter by length !ndlc.atec::t, pointed at one end. 13. Hoee ChaP1n9 cSuard, Reinforced rubber or plast!G hose at leaet 1/:2 lnc.h (16 mm) In diameter, blac.k, cut to lengths required to protect tree trunks damage. PART 6 -EXECUTION 9.1 EXAMINATION A. Examine areas to rec.elve landecaplng Por c.ompllance l"llth requirements and For c.ond!tlone aFFec.t1n9 performanc.e of' l'lork of' this Sec.tlon. Do not proc.eed l'llth lnstallat!on until uneat!sFac.tory c.ondltlone have been corrected. 9.2 PREPAAATION A. Lay out lndlvldual tree and shrub locations and areae For multiple plant1n9s. stake, locations, outline areas, and eecure Archltec.t's ac.ceptance before the etart of planting l'lork. Make minor adjustments ae may be required. 6.6 PLANTINcS SOIL PREPAAATION A. Mix eoll anendments and Pertllfzere l'llth site eoll at rates Indicated. Delay mixing Pertllfzer IP planting does not rollol'I placing oP planting &oil l"llthln a l'el'I days. Amendments 1'1111 be modlf'led rrom those noted based on solls reports perl'ormed by c.ontrac.tor min. (9). 13. For tree pit or trench bac.kPlll, mix plantln9 eo!I bef'ore bac.kf'!lllng and stockpile at site. C. For planting beds, mix planting eoll either prior to planting or apply on surfac.e ol' topsol mix thoroughly before planting. Plant backPIII ehall be per soil test performed by a soll teetlng laboratory (pre-approved by City_. The test shall Indicate but not be llmlted to the follol"lln9, a. organic matter c.ontent CJ.\.\ b. N, F, K c. pH d. EC IQ!Vl910N5 e. soil texture (ellt, slay, sand) r. recommendations f'or amendments, leaching and malntenanc.e Fertllizatlone. l•t plan c:.hk. ::znc:t plc:1n ir;.hk !'rd plc::m ~hk. ~ ""~ -105 No. .,,.,,,,, !>CALI, 10-1!1-0:Z: 12--0.2-02 H2"T-OS eT TM 02-092 ,--l"T-0:Z A9-!3+fOYlfN A. &nemeal, Commerc.lal, ral'I, Pine!~ ground; minimum of -4 percent nitrogen and 2 phosphoric. acid. ; ["'sHffill CITY OF CARLSBADJIS~OE~, t----li----+----------------t---t----t---t---t ~ _ l"LANNIN(S, r:>EFARTMENT _ '"' 1-----,i----+----------------t---t----t---t--"1 'AS-BUILT' TITI.E _________ _ REVIEWED BY: INSPECTOR DATE DATE APPFfO\IED "'°" F'LANTIN6 AND IRRl6ATION ONLY', ING,LUDIN6 PRCGl$E LOCATION OF' PLANTIN6 AREAS. I <\'\ll':C'~PI- \Rl HI rF( 'I I Rf 4I04 6ENESEE AVEMJE 5Ul1'E 1-40 LA .JOLLA CALIFORNIA CJ2031 856-55& &m FAX ese,. 55& -'lie& DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL PLANTINcS SPECIFICATIONS FOR: THE: SUMMIT (SDP 00-1"1/ZC. 00-11/HDP 00-16) DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECr NO. SDP 0(,-1, DRAWING NO. 406-"IL FL.ANTINc$ SPECIFICATIONS (CON'T) The resvlts cind recommendcitlons of the soil testing laborcitory shall be evbmltted to and approved by the e,1ty or C,arlsbad. The approved recommendations !'or amendments and back!'ill shall be Incorporated Into the lcindscape plans prlor to the start ol' construction and shall become part of the approved plcins. products specIPied by product name by the soil lab. In the recommendations may be substituted l"lith 'or equal' prodvcts approved by the C,Ity of' c.arlsbad. 9.4 6ROUND C.OVER AND PLANTING 6ED PREPARATION A. Loosen subgrade of' planting bed areas to a minimum depth of' 6 Inches (ISO mm). Remove stones larger than 1-1/:2 Inches q9e, mm) In any dimension and sticks, roots, rubbish, and other extraneous materials. 6. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shol"ln after light rolling and natvral settlement. Place soil mlstvre In tJ1110 (:2) IIPts and Insure proper compaction of planting beds. C. Each plant shall receive one (I) !5 gram 'AgrIPorm' (or equal) plant tablet. 9.!5 EXC,AVATION FOR TREES AND SHRLJ65 A. Fits and Trenches, Excavate l"llth vertical sides and l"llth bottom oP excavation slightly raised at center to assist drainage. Loosen hard subsoil In bottom of' excavation. I. Contalner-Grol"ln Trees and Shrubs, Excavate to tl"lice container J111idth, and to depth oP rootball In container. :2. Excavation and planting of trees shall be completed prior to Installation of' drain line. 6. Obstrvctlons, Notify Architect IP unexpected rock or obstructions detrimental to trees or shrubs are encovntered In excavations. I. Hardpan Layer, Drill 6-inch-(1!50 mm-) diameter holes Into Pree-draining strata or to a depth oP 10 Peet (9 m), J111hlchever Is less, and backfill l"llth Pree-draining material. e,_ Drainage, Not!Py Architect IP subsoil sondltlons evidence unexpected J111ater seepage or retention In tree or shrub pits. D. FIii excavations l"llth l"!ater and allol"I to percolate out, before placlng setting layer and positioning trees and shrvbs. 9.6 PLANTIN6 mf:ES AND SHRIJ6S A. Set contalner--grol"ln stock plumb and In center of pit or trench !'11th top oP ball level to adjacent '1nlsh grades as Indicated. I. C-c:irePull!:! remove containers so as not to damage root balls. :2. Place backPlll around ball In la!:!ers, tamping to settle backfill and ellmlnate voids and air pockets. l"lhen pit Is approximately 1/:2 backf'llled, l"!ater throughl!:j before placing remainder of' backfill. Repeat l"laterlng vntil no more Is absorbed. Yllater again after placing and tamping final layer of backfill. 13. Dish and tamp top oP backPill to form a 9-lnch-("7!5-mm-) high mound around the !"Im oP the pit. Do not cover' top of r'OOt ball Jllllth backPI II. 9.1 TREE AND SHRUB PRUNING> A. Pr'une, thin, and shape trees and shrubs according to standard hortlcultural pratice. !"rune t!"ees to retciln required height and spread. Unless otherJ111lse directed by Ar'chltect, do not cvt tree leaders; remove onl!:! lnjur'ed or dead branches Prom PloJ111er'lng trees. Prune shr'Ubs to retain natural character. Shrub sizes Indicated are size aPter pruning. 9.8 TREE AND ~6 STAKIN6 A. Upr'lght Staking and Tying, stake trees oP 15 gallon and larger. Use a minimum oP 2 stakes of length r-eqvlred to penetrate at least 24 Inches beloJ/11 bottom of' backfllled excavation and to extend at least i2 Inches above grade. 5et vertical stakes and space to avoid penetrating balls or root masses. Support trees !'11th 2 stands of' tie l"llre encased In hose sections at contact points l'llth tree trunk. Staking and tying of tree Is not Intended to Immobilize tree. Install to allol'I slack In ties, avoiding rigid restraint of' tree. 9.ct PLANING> PLANTS A. Space plants as Indicated. 13. Dig holes lar'ge enough to alloJ/11 spreading of roots, and backfill !'11th planting soil. ~rk soil around roots to ellmate air pockets and leace a sllght saucer' Indentation ar'ound plants to hold J111ater'. Yllater thoroughly after planting, taking care not to cover plant croJ111ns l"llth !'let sol!. 9.10 MULCHIN6 A. Mulch backPllled svr"Paces oP pits, trenches, planted a!"ea&, and other ar-eas Indicated. 9" layer shall be Installed In shr'Ub area l"llth grade less than 9, I. Submit sample to city Inspector f'or appr'oval. 9.11 CLEANUP AND PROTECTION A. During landscaping, keep pavements clean and l'lork aea In an orderl!:! condition. 13. Pr'otect landscaping Prom damage due to landscape operations, operations by other' contractors and trades, and trespassers. Maintain pr-otectlon dvrlng lnstallatlon and maintenance periods. T!"eat, repair, or replace damaged landscape l'IOrk as di!"ected. 9.12 DISPOSAL OF SURPLUS AND V'lASTE MATERIALS A. Disposal, Remove sur'pll.lS soil and J111aste material, Including excess subsoil, unsvttable soil, trash, and debris, and legally dispose of' It off the OJ/llner's property. END OF SECTION 02"'00 FL.ANTINcS NOTES I. A. THE FLANTIN6 PLAN IS DIA6RAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PREC,EDENCE OVER PLANT GIJANTITIES SFEC,IFIED. 6. QUANTITIES SHOYIIN ON THE PLANTING> PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE C.ONTRAC-TOR ONLY. C. C,ONTRAC-TOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETY'IEEN QUANTITIES AND SYMBOLS SHOYIIN. 2. LANDSCAPE C-ONTRAC-TOR SHALL APPLY A CONTAC.T HE!=WIC,IDE, Y'IHERE Y'IEEDS ARE PRESENT, PER MANUFAC,TURERS SPEC,IFIC,ATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO C-OMMENCEMENT OF ANY PLANTIN6 OR IRRl6ATION i"IORK. Y'IEEDS SHALL BE ALLOY'IED TO C-OMFLETEL Y DIE 6AC-K, INC-LUDIN6 THE ROOTS BEFORE PROCEEDIN6 l"IITH fl\lORK. S. LANDSCAPE CONTRACTOR SHALL SU6MIT A SOIL ANALYSIS REPORT FROM A CITY APPROVED TESTIN6 A6ENCY TO THE LANDSCAPE ARCHITEC-T AND CITY INSPEC.TOR BEFORE BEGINNING> i"IORK. 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL 6E THOROU6HLY SOAKED. 5. ALL AREAS TO BE PLANTED, V'IHICH HAVE A SLOPE OF LESS THAN 1096, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOJl'IIN6 AMENDMENTS SPREAD EVENLY AND THOROU6HL Y BLENDED IN PER IPOO 5GUARE FEET (GIJANTITIES SlJBJEC,T TO CHANGE FER SOIL ANALYSIS): A. S C-UBIC YARDS NITROGEN FORTIFIED REDl'-IOOD SHAVIN6S 6. 100 POUNDS A6RIC-UL TURAL 6YPSUM C. 1!5 POUNDS IRON SULPHATE D. 25 POUNDS 16-6-8 SLOl"I RELEASE FERTILIZER 6. EACH PLANT SHALL RECEIVE "A6RIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOl'IIS: A. ROOTED CUTTIN6/4" POT (I) 5 GRAM 13. I 6AL. CONTAINER (I) 21 6RAM C. !5 6AL. C,ONTAINER (9) 21 6RAM D. 15 6AL. CONTAINER (5) 21 GRAM E. eox mf:E (I) 21 6RAM PER 9" BOX SIZE 1. PLANT BACK FILL SHALL 6E !5096 SITE SOIL, AND !5096 NITR06EN FORTIFIED REDYIIOOD SHAVIN6S 6Y VOLUME. 8. PLANT PITS SHALL BE Tl"IICE THE SIZE OF THE DESl6NATED NURSERY C,ONTAINER. ct. PLANT MATERIAL SHALL NOT 6E ROOT BOUND. FIVE 6ALLON PLANTS AND LAR6ER SHALL HAVE 6EEN 6ROl"IN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF Tli'IO YEARS. 10. PLANTS SHALL EXHIBIT HEAL THY GROY'ITH AND 6E FREE OF DISEASES AND PESTS. 11. STAKE ALL TREES FER C,ITY OF SAN DIE60 STANDARD DETAIL. 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJAC-ENT FENCES l"IITH 6ALV. NAILS AND cSREEN NURSERY TAPE. 19. REMOVE NURSERY STAKES AND TIES FROM ALL C.ONTAINER STOC-K. MAINTAIN SIDE 6ROJl'ITH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED Jl'IITHIN TY'IELVE (12") INCHES OF SPRINKLER HEADS. 1!5. SHRUBS SHOJl'IN IN PLANT AREAS SHALL 6E UNDER-PLANTED Jl'IITH 6ROUNDC,OVER 5HOYIIN 6Y ADJACENT SYMBOL, TO Jl'IITHIN 1:2" OF MAIN PLANT STEM. 16. LANDSC,APE C,ONTRAC-TOR SHALL MAINTAIN A MINIMUM OF 296 DRAINA6E AV'lAY FROM ALL 13UILDIN6S, STRUCTURES, AND l"IALLS. FINISHED 6RADES SHALL 6E SMOOTHED TO ELIMINATE PUDDLIN6 OR STANDING l"IATER. 11. FINISHED 6AADES SHALL BE ONE (I) INCH BELOl"I THE TOP OF CU~S, SILLS, AND YIIALKYIIAYS IN ALL AREAS. Jl'IHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYIN6 SOD SHALL 6E 1-1/2" 6ELOl"I THE TOP. 18. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVINISo ALL UNUSED MATERIAL, TRASH, AND TOOLS. let. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTIN6S FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, YIIATERED, AND l"IEED FREE. :20. AT COMPLETION OF ALL i"IORK OUTLINED IN THESE FLANS, THE LANDSCAPE CONTRACTOR SHALL C.ONTACT OJl'INER AND ARRAN6E FOR A V'lALK THROUGH TO DETERMINE THAT ALL ASPECTS OF fl\lORK ARE COMPLETED. YIIORK MUST 6E FULLY C.OMFLETED ACCORDIN6 TO ALL PLANS AND SPECIFICATIONS AND MUST 6E COMPLETED IN A 6000 YIIORKMANSHIF MANNER AND MUST BE AC.CEFTED BY THE OJl'INER IN YIIRITIN6 PRIOR TO THE BE61NNIN6 OF THE MAINTENANCE PERIOD. :21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOY'IIN6 SCOPE OF Jl'IORK, A. DAILY V'lATERIN6 OF ALL PLANT MATERIAL. 6. Y'IEEKL Y MOl"IIN6 OF ALL TURF AREAS. e,_ l"IEEDIN6 AND REMOVAL OF ALL Y'IEEDS FROM 6ROUND COVER AREAS. D. REPLAC,EMENT OF ANY DEAD, DYIN6, OR DAMMED TREES, SHRU65, OR 6ROUND COVERS. E. FILLIN6 AND REPLANTIN6 OF ANY LOY'! AREAS Y'IHIC,H MAY CAUSE STANDING YIIATER. F. ADJUSTING> OF SPRINKLER HEAD HEl6HT AND V'lATERIN6 SYSTEM. ISo. FILLIN6 AND REC-OMPACTION OF ERODED AREAS. H. Y'IEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPFIN6S, AND ALL FOREl6N DEBRIS. I. AT 90 DAYS AFTER PLANTIN6, AMMONIUM SULFATE SHALL BE APPLIED TO LAY'IN AREAS AT THE RATE OF 5 L6S. FER IPOO SQUARE FEET. J. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOC>, BEST FERTILIZER COMPANY 16-6-e (OR EGIJAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER IPOO SQUARE FEET TO LAl"IN AREAS AND PLANTING AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT Ol"INER AND ARRANGE FOR A FINAL YIIALK THROU6H. OY'INER MUST AC,C,EFT ALL MAINTAINED AREAS IN Y'IRITIN6 PRIOR TO END OF MAINTENANC,E PERIOD. 29. ALL 6ROUND C-OVERS SHALL 6E GUARANTEED BY THE C-ONTRACTOR AS TO 61'<.0Y'ITH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE 6UARANTEED BY THE C-ONTRACTOR AS TO 6ROV'lTH AND HEAL TH FOR A PERIOD OF NINETY (<tO) DAYS AFTER C.OMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANC,E. ALL TREES SHALL BE ISoUARANTEED BY THE CONTRAC-TOR TO LIVE AND 6ROl"I IN AN ACCEPTABLE UFRl6HT POSITION FOR A PERIOD OF ONE (I) YEAR AFTER C,OMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 24. THE C,ONTRACTOR, l"IITHIN FIFTEEN (15) DAYS OF l"IRITTEN NOTIFICATION 6Y THE LANDSC-APE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, V'IHICH FOR ANY REASON FAIL TO MEET THE REGlUIREMENTS OF THE 6UARANTEE. REPLACEMENT SHALL 6E MADE l"IITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL FLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE 6UARANTEED AS SPECIFIED FOR THE ORl61NAL MATERIAL 6UARANTEE. 29. SLOPES OVER e• IN VERTICAL HE:16HT SHALL HAVE, A) STANDARD NO. I -COYER CR.OP-JUTE MESH (100% COVERAcSE) 6) STANDARD NO. 2 -5ROUND COVER, MINIMUM FLATTED SIZE (1005\', COVERAGE) C) STANDARD NO. 9 -LOI"! SPREADINcS SHRUBS FROMMINIMUM 2-9/4" LINERS (i0% COVERA6E) D) STANDARD NO. 4 -TREES AND LAR6E 5HRU65 FROM MINIMJM I 6ALLON (1/200 SQUARE FEET) 24. SLOPES 6ETl"IEEN 4' AND e• YERITICAL HE:16HT SHALL HAVE STANDARD NO.I, N0.2, N0.9 AElOV!:. 25. ALL mf:ES TO 6E PLANTED A MINIMUM DISTANCE OF, A.) 15' FROM ALL STREET Ll6HT POSTS 13.) 5' FROM ANY SEY'IER, V'lATER OR DRY UTILITITY LINES C.) 10' FROM ANY 6AS LINE OR STORM DRAIN. 26. ALL TREES PLANTED l"IITHIN 5' FROM ANY HARDSCAFE PAVEMENT, OR CURBS SHALL RECEIVE A L1318-:2 'DEEP ROOT' TREE ROOT BARRIER INSTALLED IN A 10' LINEAR APPLICATION, OR AS SHOl"IN ON PLANTING> PLAN. ROOT BARRIER SHALL NOT ENCIRCLE THE ROOT 6ALL. SEE DETAIL E/18. 2i. TURF SHOl"IN ON PLANTING> PLANS ARE l"IITHIN THE 'TURF LIMITATIONS' AS DETERMINED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL SECTION IV C.9-4..:2-1. 28. ALL mf:ES SHALL MEET THE FOLLOl"IING SPECIFIC-ATIONS, A. e. D. CONTAINER SIZE 15 6AL. (STD) 24" eox (STD) 24" BOX (MUL Tl) 96" BOX (STD) 96" BOX (MUL Tl) 48" BOX (STD) 4e" BOX (MUL Tl) HEIGHT x i"IIDTH CALIPER i'-e" X :2'-9' I" -1.:25" ct'-11' x 4'-5' 1.25" -1.5" 6"-i' X 4'-5' 1.25" -1.5" 12'-14' x 6'-i' 2" -2 .5" Clf'-10' X 6'-1' 1.25" -1.5" 14'-16' X i'-8' 9" -9.5" 12'-14' x i'-8' 2" -2.5" ~l&IONS t•t pion Ghk. 10-1,4P2 'AS-BUILT' TITLE _________ _ REVIEWED BY: INSPECTOR DATE DATE APPROVED F'OFl l"I..NfrlN6 ,\ND IRRl6ATION ONL 'I', INCUJDIN6 PRECISE LOCATION OF PLANTIN6 AFtEAS. :Ind pldln <:-hie:. 12-02-c>:z 9rd plan c:,t,k, H2"T--G>9 ,,,.._ 9T ~ TM ..I09NO. 0::2-o52 t>AT!e -r-1-r-02 9GALI!' A59HO .... l---+--1-------------+---+---+---+---1~1 CIT~!c£,~~J3AD II~ I \'\ll'i! ,\l'l· \RCI ![ rfTl l f<E '!404 6l:NESEI: AVEIU: SUITE 1-40 LA JOLLA CALIFORNIA '12031 ese,.sse am FAX fl!l&. 558 -'II&& PLANTING NOTES $ SPECIFICATIONS FOR: · THE: SUMMIT (SDP 00-li/ZC. 00-11/HDP 00-16) 1---+--1-------------+---+---+---+---1 s:tJ.~~fllL. _______ G,12.-01 l---+--+---------------1---1----11----1---1 ASSISTANT PLANNING DIRECTOR DWN BY: ---PROJECT NO. CHKD BY: __ RVWD BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL SDP 00-li DATE DRAWING NO. 403-"IL SCALE: l "=20' PANEL HP12 MATCHLINE 12 12 10 10 SEE SHEET 1 HP12-11,13 13 13 1 1 1 1 2 & 3 THE LANDSCAPE SUMMIT LIGHTING PLANS SHEET INDEX SHEET# DESCRIPTION 18 E-1 LIGHTING PLAN NO. 1, GENERAL NOTES 19 E-2 LIGHTING PLAN NO. 2 20 E-3 LIGHTING PLAN NO. 3, DETAILS 20 E-4 PANEL/FIXTURE SCHEDULE$ CONSTRUCTION NOTES A. ALL 90 DEGREE ELBO\JS TD BE FACTORY MADE BENDS. B. CONTRACTOR TO MAINTAIN PROPER SEPERATION AS REQUIRED BY THE UTILITY COMPANIES. C. CON TRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL INSPECTIONS. D. ALL WORK TO CONFORM WITH THE NATIONAL ELECTRIC CODES, CITY OF CARLSBAD GUIDELINES, AS PRESCRIBED BY THE THE CITY CARLSBAD INSPECTION DEPARTMENT AND ENGINEERING DIVISION. E. ALL CONDUIT SHALL BE BURIED AT A MINIMUM OF 24". F. SEE STREET IMPROVEMENT PLAN FOR ROADWAY, SEWER AND WATER IMPROVEMENTS. F. COORDINATE WITH LANDSCAPE CONTRACTOR FOR ACTUAL PLACEMENT OF LIGHT FIXTURES. SPECIFICATIONS PLAN NOTES 1. ALL PULL BOXES TO BE BROOKS TYPE 3-·1/2 PB (10-1/2" X 17-1/2" X 12"D) OR EQUAL, WITH CONCRETE BOLT DOWN COVER MARKED "LIGHTING". (D PROVIDE 3/4" PVC SCH. 40 CONDUIT WITH 2#10 (THWN-CU), 1#12(CU) GND. BURY 24" BELOW GRADE. {J) PROVIDE. 3/4" PVC SCH. 40 CONDUIT WITH 2#12 (THWN-CU), 1#12( cu) GNO. BURY 24" BELOW GRADE. @ WEATHER PROOF JUNCTION BOX RECESSED IN SIDE OF PILASTER. (±) PROVIDE 1 /2" IMC CONDUIT WITH 2#12 (THWN-CU), 1#12 (CU) GND. RUN CONCEALED IN PILASTER AND EXPOSED ON TRELLIS. @ PROVIDE 3/4" PVC SCH. 40 CONDUIT WITH 4#12 (THWN-CU), 1 #12(CU) GND. BURY 24" BELOW GRADE. (GA TE OPERATORS) @ PROVIDE 120/208V, 1 ¢, 3W, COMMERCIAL METER PEDESTAL "B". SEE DETAIL C/E-3. (j) PICK-UP AND EXTEND 1-DB2" CONDUIT INSTALLED ON SDG&E WORK ORDER. EXTEND TO METER PEDESTAL "B". CONDUCTORS BY SDG&E. 2. ALL WIRING TO BE STRANDED COPPER CONDUCTOR WITH MINIMUM #12 THW INSULATION RATED AT 600 VOLTS. 3. ALL CONDUIT TO BE MINIMUM 3/4" PVC SCHEDULE 40. 4. ALL SPLICES SHALL ALL BE WATERTIGHT. DHPS-11,13 N,ofe: :'SU?SMIT TH~6r:: f''-AN5 TO B-L-0.h. Vl=-Pf, "f0 f<. re ~rvt, T f"f<. ,~ To &;.N5TRW ~TION . E-1 ~ CITY OF CARLSBAD ,--------------------,--:::;;::--7-1-_-_-_-_-_1-_-_-_-:_1-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-.J-r--:_-_-:_~-i---_-_-:_~-i---_-_-_-_l--_-:_-_--l-1 ~ PLANNING DEPARTMENT ESS/ LANDSCAPE Ll<!,HTINcS, l"'LANS BUTSKO UTILITY DESIGN, INC. 17065 Via Del Campo, Suite 200 San Diego, CA. 92127 (858) 676-9700 (858)676-9774 Fax ILTON C. 0 IEDERHAUS _ ~ ~ \--------, No. E 8836 * ELfCTRICAL "{" ~ Or C/'.\. \ '< TH!: SUMMIT Llc$,HTING PLAN I, <S,ENEl'tAL NOTES ~~~""'-----,----===-----@2-Ccr -+---+---------------+--t----t----t----1 ASSISTANT PLANNING DIRECTOR DATE l-;:;-:-;;::-i-==-+---------------1-::--:-=-+=:-:-:-+-:,-,::,-+-:=:-c:--f ~D~WN~B~Y~:::::hK;:.laM:;:l::.P~_::::_=:_:;-';: 1:::::::~P~R~OJE~C=T~N~O;:. ==,;:::::D~RA~Wl~NG~N~O. DA 1E INl11AL DA 1E INl11AL DA 1E IN111AL C RE S O DESCRIPTION HKD B SDP 00-li 40e-etL ENGINEER OF WORK VI I N OlHER APPROVAL CITY APPROVAL DA TE: MATCHLINE --SEE SHEET 1 SCALE: J ,,_ 20' C"j 5 4 ~ ~ ~ ~ lfJ. ~ 5 4 ~ lfJ. " P NE 3 3 2 B-1,3,5,7 THE LANDSCAPE SUMMIT LIGHTING HP1-15 BUTSKO UTILITY DESIGN, INC. 17065 Via Del Campa, Suite 200 San Diego, CA. 92127 (858) 676-9700 (858)676-9774 Fox PLAN NOTES G) PROVIOE 3/4" PVC SCH. 40 CONDUIT WITH 2#10 (THWN-CU), 1#12(CU) GND. BURY 24" BELOW GRADE. Q) PROVIDE 3/4" PVC SCH. 40 CONDUIT WITH 2#12 (THWN-CU), 1#12(CU) GND. BURY 24" BELOW GRADE. @ WEATHER PROOF JUNCTION BOX RECESSED IN SIDE OF PILASTER. G_) PROVIDE 1/2" IMC CONDUIT WITH 2#12 (THWN-CU), 1#12 (CU) GND. RUN CONCEALED IN PILASTER AND EXPOSED ON TRELLIS. @ PROVIDE 3/4" PVC SCH. 40 CONDUIT WITH 4#12 (THWN-CU), 1 #12(CU) GND. BURY 24" BELOW GRADE. (GATE OPERATORS) @ PROVIDE 120/208V, 10, 3W. COMMERCIAL METER PEDESTAL "B". SEE DETAIL C/E-3. (j) PICK-UP AND EXTEND 1-082" CONDUIT INSTALLED ON SDG&E WORK ORDER. EXTEND TO MFTER PEDESTAL "B". CONDUCTORS BY SDG&E. N~: ~UBMIT THe.5E. -PL-ANS To B LD.b. D~t""T f'7K Ff-~M IT F~IW-... Tt.? ~"7NoT~Ue.TION. ~ .. ;•~. SWiit . .~. " ,, ' f,,,J: /, ' ,,.,. \ ...... ' ,.;_ :' ' . • -,~ '1 ·, -./11· 'I • ... \: ... 5, ,; , .. J. _,.\ . ''" ,i'i •)'" ~-~--'i' ·"~1/ dll·l',. .. '."'•••••, ,•,·~ I , .r: I (('\1~, ,;r ~A~~-,:,- E-2 LAND5CAPE LIGHTING PLANS THE: SUMMIT ESSt~ LTON C. ~' IEDERHAUS \~ ~ ~t---t---+--------------t-----t---i---t-------1::=i,,~===================; IT! LIGHTING PLAN .:2 ,---~-,;;r, No. E 8e.16 * ELECTRICAL ~ CA\.\'<~ t---t---+--------------t-----t---i---t-------1 ASSISTANT PLANNING DIRECTOR l--;:-a-=-+.=-.-+--------------t-::-:=---1-c::-:::;:::;--t---;;-;:;::-t-;;::=-1 OWN BY: ..,.KM ... Pc...__ I DATE INITIAL DATE INITIAL DATE INlllAL CHKO 8 ENGINEER OF WORK REVISION DESCRIPTION OltlER APPROVAL CITY APPROVAL DA TE: PROJECT NO. SDF' 00-li DRAWING NO. 409-"'IL SCALE: / "=20' PLAN NOTES (j) PROVIDE 3/4" PVC SCH, 40 CONDUIT WITH 2#10 (THWN-CU), 1 #1 Z(CU) GND. BURY 24" BELOW GRADE. (b} PROVIDE 3/4" PVC SCH. 40 CONDUIT WITH 2#12 (THWN-CU), 1 #12(CU) GND. BURY 24" BELOW GRADE. Q) WEATHER PROOF JUNCTION BOX RECESSED IN SIDE OF PILASTER. @) PROVIDE 1 /2" IMC CONDUIT WITH 2#12 (THWN-CU), · 1 #1 2 ( CU) GND. RUN CONCEALED IN PILASTER AND EXPOSED ON TRELLIS. @ PROVIDE 3/4" PVC SCH. 40 CONDUIT WITH 4#12 (THWN-CU), 1#12(CU) GND. BURY 24" BELOW GRADE. (GATE OPERATORS) @ PROVIDE 120/208V, 1 ¢, 3W, COMMERCIAL METER PEDESTAL "B". SEE DETAIL C/F-3. (J) PICK-UP AND EXTEND 1-DB2" CONDUIT INSTALLED ON SDG&E WORK ORDER. EXTEND TO METER PEDESTAL "B". CONDUCTORS BY SDG&E. , I MATCHJ_,JNE SEE SHEET 1 8 9 8 9 7 6 i i TI-IE LANDSCAPE SUMMIT LIGHTING lfl trj FINISHED GRADE /~, 1/, ~ ANCHOR BOLTS~L SUPPLIED 'w /f'!Xl URE • (\J .... • (IJ HIGH PRESSURE SODIUM FIXTURE, TYPE A HIGH PRESSURE SODIUM FIXTURE, TYPE E trj CONDUITS~ 'wIRES -SEE PLAN-1:!:=:J lfl ~ trj CONCRETE BASE 18' ROUND CD - ------SQUARE STRAIGHT STEEL -------POLE, SEE FIXTURE SCHEDULE ~-FUSE HOLDER WITH (2) 5AMP FUSES PER CIRCUIT, GROUND LUG trj -"3 ®MOUNTING ND SCALE DETAIL HAND HOLE ~--B □ L T COVER 1 B-2,4 FINISH GRADE is ANCHOR BOL TS(4) -- 3/4" x 36" x4" HOOK ~ ~~l=t ~CONDUIT & w'IRE AS SHOWN ON PLANS REBAR, 4-#5 VERT, w' /#3 TIE @ 12' 0/C MINIMUM 3' CONCRETE COVER 24 ~IGHT ~□ SCALE STANDARD TEST BY-PASS BLOCKS 21 Cl1NDUIT I 100A 120/240V, 1~, 31,/ <COMMERCIAL> NEMA 3R OUTDOOR ENCLOSURE SERVICE PEDESTAL PER SDG&E AVAILABLE FAULT CURRENT-42,000A MAIN BREAKER SHALL BE RATED FOR 65KAIC r;===:,:::-~ M PANEL -"MP' NOTE: ALL CIRCUIT BREAKERS SHALL BE SERIES RATED AND MARKED ACCORDING T□ N.E.C, TO PO\JER C□MPANY 116 B.C, CONDUCTOR SERVICE POINT ~---0 -,;,, TO GROUND ROD ----~ CONCRETE Ls;e• x a• L PAD, 8..-THICK C□PPERCLAD GROUND ROD ©SERVICE NJ SCALE PEDESTAL .. MP .. NOTE : '5UBMIT 1Hf:..4:,E.. Fc.7f!.. -pe~1T rl..,ANS TO e:>LDG. DE.FT f'rE!-.IOf<.. TO c-a.J5TRJJC.Tta.J. 20' OF #4 CU GROUNDING w'IRE IN CONCRETE BASE DETAIL E-S [sHffil CITY OF CARLSBAD ~ 1----1----1-----------------+---l---+---+-----I ~ PLANNING DEPARTMENT L::::_j r------------------r----..... -.-:'-==-~-----1-----l--l---------------+-----l--l------l--l ;::=~====================~ fESS/ ILTON C. LAND5C,APE Ll(S.HTIN<, PLANS BUTSKO UTILITY DESIGN, INC. 17065 Via Del Campo, Suite 200 San Diego, CA. 97177 (858) 676-9700 (858)676-9774 Fax IEDERHAUS No. E 8636 ELECTRICAL CAL \'i I I DA TE INlllAI. DA TE INlllAI. DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlttER APPROVAi. CITY APPROVAL THe SUMMIT Ll(S.HTIN(S, PLAN 9, DETAILS PROJECT NO. $DP 00-li DRAWING NO. 409-"!L THE LANDSCAPE SUMMIT LIGHTING PLANS VOLTS PHASE WIRE A.LC. 120/2~8 1 3 22,000 WATTAGE EXISTING PANEL "HPl" FEEDER 3 #lCU, 1#6GND, 1-l/2" C MAIN BREAKER BUS MOUNTING WATTAGE LUGS ONLY 125 AMP FLUSH LOCATION -----------1 LTG REC MIS CIR BKR BKR CIR MIS REC LTG t-----~--------1 LOCATION PH.B PH.B PH.A @l.,;.;XTE=R"'I;-;;O:;;R:-IJ=G"Hc;;;T"IN"'Ga---t-----;c35;--;oc------t-----i------;;7;--t--i-----i--;-l----t":-:O----;:i/1l1-1 t2:-:0-;:t/---;;2-,-1 '11 ----r--2~0~0c---t------+-------,IR-R-IG-.-C-ON-T--=R:c-Oc:LL=ER=-I PH.A @ ,;XTERIOR IJGHTING 300 6 3 l0/1 _C:-__ 20L'f/~4+-t----t-"-8+--,c-::c::-::---f---5-1_2_+-:::CA7R;:'Pc-;O:::Rc'T~LI::;G;;H;;:T;;-IN_G---1["27!) cABLE TV 1500 1 5 20/ -F2,,,0/L'\-_6=--l--+---1"--+-+---=1-",2=-=0c::0_+----~1--GcccA:::RA=Gc::E~OP'-'E'-N __ EccR_-I :n:::.L;co::B:o::A:R:D=~==~==~=::~====~==15~0~0====~==;=1=~-------t-:=7=---t~2:o~/~+~-t-F2""0/4-,B":--f--t--10-.-t-+----1--~1,~2~0~0-t-_G:::-Ac:R::cAc::G;::E,-;cOP;;:E;;:N;::E;;;R~-1 s!TE EXT. OUTLETS 720 4 9 20/ -20/ 10 1 1.200 GARAGE OPENER 1-------c-=::-----+---"-'-"---+------t--i·--"---l-+----+~-';l--l+P+_:_::__l---+--"-l---+--'"""'-"---+---,-,-,:-t--::=-"'':=-=-::::::::::::---t @ 0) ROADWAY IJGHTS 65_ ---+-~1 -t----f--+-=-1 "-1 -fJ'c10,"/-t-r--tt2"',0~1 /:=t---:-1 2-+--t--,1---t--t---c=,----t--1~, 2_0_0--t-;:G;-:A-;:;R-,-AG;;:E;:;-:O;;P:;;;E;;-N-;:;E:;;;R:;---1 ROADWAY IJGHTS 65 13 / 2 -20/ 14 4 720 GARAGE OUTLETS G)@ ~!TE IJGHTING 540 10 15 l0/1 -20/ 16 4 720 GARAGE OUTLETS_ 17 '0/1 -20/ 18 19 w/1 -20/ 20 1-----------------+----+---t--t--+:-'---f=:"-f-H-E:-'-;-:t-::::-t--+-t-----t------t-------t-----------i 21 W/1 -20/ 22 23 W/1 -20/ 24 25 '0/1 -20/ 26 ---···--------+-----+----+---t--+--+---t=c=t-t-+-F-'-'-c't-cc--+--+-~1----+----+------+---------t 27 W/1 -2Q[_,__2_8-+----l--+--+------+------+--------t 29 '0/1 -20/ 30 31 W/1 -20/ 32 33 W/1 -20/ 34 35 '0/1 -20/ 36 37 w/1 -20/ 38 39 W/1 -20/ 40 41 W/1 -20/ 42 J---------1------t------t---L---'---L-----------'--'---'--!-----l-----!---------t 2635 1865 TOTAL Alli: 5955 WATTS TOTAL 8111: 5497 WATTS WATTS/LINE TOTAL WATTS: PANEL AMPS: HIGH PHASE: 11452 55 50 PROVIDE NEW 2-POLE 20A CIRCUIT BREAKER IN EXISTING SPACE. IJGHTING CIRCUIT CONTROLLED BY FIXTURE PHOTOCELLS WITH TIME CLOCK OVERIDES. ROUTE THE CIRCUIT VIA TIME CLOCK. LIGHTING CIRCUIT CONTROLLED BY PHOTOCELL WITH TIME CLOCK OVERIDES. ROUTE THE CIRCUIT VIA TIME CLOCK. MOUNT PHOTOCELL ABOVE ROOF. PROVIDE NEW !-POLE 20A CIRCUIT BREAKER IN EXISTING SPACE. VOLTS PHASE WIRE A.LC. 120/208 1 3 22,000 WATTAGE EXISTING PANEL "HP5" FEEDER 3 #lCU, 1#6GND, 1-1/2" C 3320 3632 MAIN BREAKER BUS MOUNTING WATTAGE LUGS ONLY 125 AMP FLUSH LOCATION t-----~--------1 LTG REC MIS CIR BKR BKR CIR MIS REC LTGf--------------1 LOCATION PH.A PH.B PH.A PH.B @ EXTERIOR LIGHTING 360 7 1 O /1 -20 / 2 1 200 IRRIG. CONTROIJ,ER @ EXTERIOR UGH'l'IN:;.;;G_+-_.':"'.:'.__--+--:3:-:0:-::0--+.:.6+-+----t-3=---f'-o"", /L :1'tt_-Hl"'2"'0 /L __ 'l--4=-t+-----~--'_=-_+1----8=::.1-::.-::_-::_'::_'::_-::_-::_-::.1-::.-::.-::_•5_•1_2~-=--=-1-=--:'._c~A~R':_P;;;O~R_°"T_=-s_L'::_liG_H~T':_l;;;N:_7'G:_'-_i,?~2 >CABLETv-···------l--15_0_0_~------t-~+--1--+---t-c-5--E2ccO'./crt--+-F2~0-/'--6-l-_t--~1+----a'---l~,2_0_0_--t-____ t--G=-A--=RA=G=Ec-:-OP=-E=N=E=R::----I l;;.;c;-;;-;;~a-;,;;;s-----t------t~=-,-,,-,.;--,.,i,7-;,t--1ELCO BOARD 1500 l 7 20/ ~ _2()/4-_-8--+-+--"1-l--t-------+---'1,,,2""0'"'0--+_G_A_RA_G_E_O_P--:E,--N,,.ER=---t SITE EXT. OUTLETS 720 4 9 20/ -20/ 10 1 1 200 GARAGE OPENER @ (i) ROADWAY LIGHTS 195 __ +-'3"--l---+-+=1-'-1-FO',,/'-+~--H=-20e,1/4-.ct=.2+-~'--1--+-+------+--l~,~20~0'--t_G_A_RA_G_E_O_P_E--:N-cE_R_--I ROADWAY IJGHTS 195 13 / 2 -20/ 14 4 720 GARAGE OUTLETS 15 0/1 -20/ 16 4 720 GARAGE OUTI,ETS o----------·-· -~-----le------l--+---+--+'C-'C---J=LCJ+-1-F=-'1--'cccct---+-+--t------+------+--- 17 0/1 -20/ 18 19 W/1 -20/ 20 ---1-------+----+----t-+-t-=-'--f=:-'f-r+--F"-;':l-':-:'-+--t--f--+-----j------t---------1 21 '0/1 -20/ 22 23 0/1 -20/ 24 25 '0/1 -20/ 26 _ ----1-----+-----+-+--t-+:2'-:-7--F!0,_,1/~.l++-2<l/+2:cc8+-t----t----t------t------t----------i 29 '0/1 -20/ 30 31 0/1 --20/ 32 1----------t-----r---------t--t----t--t-::-"--fc.cL.:-'t-r+--F"-;':r:::--+--+--t---t-----j-----+---------1 33 >.0/1 ~ 20/ 34 TOTAL A¢: 6085 TOT AL Bill: 5627 2765 WATTS WATTS 1995 35 '0/1 ~ 20/ 36 37 W/1 >-20/ 38 39 '0/1 ~ 20/ 40 41 '0/1 --20/ 42 WA'ITS/LINE TOTAL WATTS: 11712 PANEL AMPS: 57 HIGH PHASE: 51 PROVIDE NEW 2-POLE 20A CIRCUIT BREAKER IN EXISTING SPACE. IJGHTING CIRCUIT CONTROLLED BY FlXTURE PHOTOCELLS WITH TIME CLOCK OVERIDES. ROUTE THE CIRCUIT VIA TIME CLOCK. 3320 3632 EXISTING RECREATION BUILDING PANEL LIGHTING FIXTURE SCHEDULE tlJUNTING _W __ AL=L-PAN EL .. A., LDCATIDN __ U_T_I_LI_TY_R_O_O_M ___ _ . ------·--+=-c=-=---.--c====----.--c-=-,---.------,,-c---~-------------~-----------< SYMB. TYPE FIXTURE VOL TS LAMPS MOUNTING VIL T#if' 208/120 PW:Y 3 WW~ 42,000 A1C SYN 225 :MIS MLO MAIN 0 UJCATIIJN UJCATIIJN ct: z 0 <( (/) =>u,..(nr oOCJ o. G: :z I ~ ~ N ~ N f!j ~ TYPE DESCRIPTION MFR & CATALOG NO. 13 1 20 1 A 2 20 1 3 540 OUTLETS t---~---+---+---+-----+--+-+--+-+-+cc-+''-'-t-""--r-t---i-+-+--+----I--Cf------t--~~-~---1 120384201 3 LIGHTING 866 918 17 540 ..th. @ IV X 1 50 MH 70 ALLUMINUM BOLLARD -V-1-SI_O_N-AIRE LIGHTING -q7' I/\ DETAIL B/E-3 0\JK-1-84-42'-TS--PR 744 7 720 30 1 BZ CG 1205C8201 4 842 3 1207A1201 4 720 EM-CY IJGHTING 68 7 1 20 8 810 20 1 4 720 I':\ @ X X 1 26 DTT 32 MINI AREA LIGHT LITHONIA \!,f _ T'w'AC-26DTT-120-XHP DMB-LPl RESTROOMS 470 5 2 1 20 11 C 12 20 1 6 1,080 t-------+--+---+-----+-+-+--+---t +--<f------1----F'-'~+------+------+ EXTER. LIGHTING 938 7 2 1 20 13 A 14 20 1 4 720 ~ ~ ;i:::~:p~G~:S -----+-4-32--+-2-6-0-+-:+-+--e-~-+:-~-+-!=~-t--c-~+!~:--+--:-~+-!-+--+-!+-+---+--72-0-+-7-20--+---+------i IJl\ © ✓ X 1 35 MT6 56 BURIED UP LIGHT MH9Y4D2ROEAL 35 T6 ~ I\ 'w' I ADJUSTABLE TJL T -M 120-NSP t---::---t----t-t-H"--i--t--t--t--t-+--t-t----t-----t-t-H-t-+---------l--_,,3c:,4:;,B,,_,N"-P-'-T_--"'GS-S TR-FLC 10 1-----<I> @ ✓ FLOOD LIGHT MOUNTED HYDREL ROADWAY IJGHTS 260 2 '-18 A 20 20 1 3 540 SPACE 21 8 22 20 1 3 540 i---------t----+--t---t--+--t---t--t---t-:c=l--:ct-:-'7-t--t--t--+--t----+~--+---+----+----1 ,_QUTDOO~ IJ~G~H=-T~Sc+--+---+~5~4~0+-+3=+-l-+--+':~=!-~C~Z4=-1=2~0~1:+-+c5+-+---+--+=9~00=--1---!---~ I\ X 1 50 MH 70 ON ANCORN BOX 7000A-50M-1?0-MFL - KM-BL-GS MICROWAVE 1,500 1 20 25 A 28 20 1 4 720 © IV X ROAD'w'AY LIGHT VISIONAIRE LIGHTING E 1/\ X 1 100 HPS 130 POLE SNTS-15,5-4S-7 PST-1--T::3-100-S-2-SFA ~-~--~~~~~~~~~~~--~-~~-~~~=3~4=6--S"--1,_--"B'-"Z,_--"G"'U"-P ___ L--'B"-'Z,_-_.D,._F_.__, DETAIL A/E -3 KITCHEN 360 2 1 20 27 8 28 40 / f---+-+--+--+3-',4_4_2+--+----"H=-P~-_,_1 __ ~ MICROWAVE 1,500 I I 20 28 C 30 / 2 3,442 -~EF~~!~ATOR~-i=l=,200 ,__4 __ ,0_0_0 ,__ --___ ~ _ ~ !%¾, l-ccc1_+_.,:::-'f:=-l,,_½_o-i2=+,__--l~:=+2-,_36-1+2'--''-'-36'-1+--+--=-HccPJ,---2,----I 4,000 2 '-,_ 31 C 38 20 1 588 FAU-1 HOOD EXTERIOR LIGHTS DISPOSAL TDTM.11,\, TDTM. n, TDTM.IICI 9139 14,851 16,312 200 750 WATTS WATTS WATTS 1 1 20 37 A 38 20 1 324 FAU-2 8 12038840201 828 1 20 41 C 42 20 1 WATTSIUNE TDTM. VATTSo 39,782 ,rm AMPS1 111 HIGH PIH:::E• 134 PROVIDE NEW I-POLE 20A CIRCUIT BREAKER IN EXISTING SPACE. LIGHTING CIRCUIT CONTROLLED BY FIXTURE PHOTOCELLS Wiffl TIME CLOCK OVERIDES. ROUTE THE CIRCUIT VIA TIME CLOCK. PROVIDE NEW 2-POLE 20A CIRCUIT BREAKER IN EXISTING SPACE. IJGHTING CIRCUIT CONTROLLED BY PHOTOCELL WITH TIME CLOCK OVERIDES. ROUTE THE CIRCUIT VIA TIME CLOCK. MOUNT PHOTOCELL ABOVE ROOF. EXISTING PANEL VOLTS PHASE WIRE A.LC. 120/208 1 "HP12" MAIN BREAKER BUS 3 22,000 FEEDER 3 #1CU, 1#6GND, 1-1/2" C MOUNTING WATTAGE WATTAGE LUGS ONLY 125 AMP FLUSH LOCATION 1------------1 LTG REC MIS CIR BKR BKR CIR MIS REC LTG 1------------1 LOCATION PH.A PH.B PH.A PH.B MOUNTING: SURFACE -•-s------ PANEL:~B~_ LOCATION: PEDESTAL PHASE: l WIRE: 3 10,000 AIC SYM: 100A BUSS! 100A 2P MAIN ~~-----,r=========-1 WATTAGE L R II " 8 c C B P II R L WATTAGE ,___ ___ __,TE O I IP I KO E Tl-----,--r--~ LOCATION 0 A 0 B G C S L R R H R R L S c,t-,0~Ac--f~0_B~i===:-::-==I ~A!TE~O~:p~~~~5o~oq=;=:;:;:t+n11 ~--l"~lmAp2~--t2f!•t:DaU=i39~otjt=:: '0ADWAY TTGHT I! ATE OPERATOR 600 2 '-3 B 4 2 , 390-OADWAY IJGHT VOLTAGE: 120/240 LOCATION 'ATE OPERATOR 500 1 '~1 1 A 1 PACE ONLY ATE OPERATOR 500 2 \: 5 B 6 <PACE ONLY o------~~10=0~0~1_000 WATTS/LINE 390 390 TOTAL A0: 1390 WATTS TOTAL WATTS: 2760 TOTAL B0: 1390 WATTS PANEL AMPS: 13·4 HIGH PHASE: 13.4 @ ~XTERIOR LIGHTING 350 __ -+-----+---7-+--+--+--1_ !Qf1 ':: -t2~0~1/+-_2-+--+--1--t--t---20_0 ___ +--~=---+--'=IR--:Rc=lc..G~. ,cC-=-O"-N"'TR=O=!=I=E"'-R-1/~ @ oXTERIOR LIGHTING 300 6 3 !O / 1 ~ 20 / 4 8 512 CARPORT IJGHTING 2) .. cABLE TV 1500 1 5 20/ ~ 20/ 6 1 1,200 GARAGE OPENER b,E.;;t,CO.;.;B;;;O_A,;R:.;D;;;.;=::--+-::-:c:c---f--.:Cl5:c:O:c0:___f---+~1'--j-+-:7-f.2s-;O~/,J-f~+f2,,-0'-:-'f/-:"8+-t---'-1+-f-----+---"1-",2-,,0,.,0+~GA"RA~--GE OPENER ,ITE EXT. OUTLETS 720 4 9 20/ •-20/ 10 1 1.200 GARAGE OPENER @(i) ~OADWAY LIGHTS 325 5 11 '0/ ,_ 20/ 12 1 1,200 GARAGE OPENER ROADWAY LIGHTS 325 13 / 2 >-20/ 14 4 720 GARAGE OUTLETS 15 __ W/1 -_ 20/ 16 4 720 GARAGE OUTLETS -l---t----+--+--+------t-----+--===--"---=='----1 17 !0/1 >-20/ 18 o----------+-----,-----+--+----+--+-1_9-+0'0/1 -__ 20'c/1--2_0-+--t----+--+-----t------+--------I 21 !0/1 >-20/ 22 23 >.0/1 ~ 20/ 24 26 !0/1 >-20/ 26 27 '0/1 r-20/ 28 29 !Oil >-20/ 30 31 20/1 f--20/ 32 33 '0/1 >-20/ 34 35 W/1 e-20/ 36 37 '0/1 >-20/ 38 39 !0/1 e-20/ 40 41 l0/1 >-20/ 42 f----------+----+-----+-+--t----+-=--==~-'-'=-=----=--1----1--+---+------+----+---------I 2695 ?125 TOTAL A¢: 6215 WATTS TOTAL Bill: 5757 WATTS WATTS/LINE TOTAL WATTS: PANEL AMPS: HIGH PHASE: 11972 58 52 PROVIDE NEW 2-POLE 20A CIRCUIT BREAKER IN EXISTING SPACE. 3320 3632 Nt?ff:..''SLle>MIT Tf-te,.toe. FLAN~ 70 eLDb. oen. fo"' f'f::""MIT f"~tOR Tc? ~5T~C.T10N . E-4 LIGHTING CIRCUIT CONTROLLED BY FIXTURE PHOTOCELLS WITH TIME CLOCK OVERIDES. ROUTE THE CIRCUIT VIA TIME CLOCK. -f'SHEITl CITY OF CARLSBAD ~ . 1----+---1------------------+---+---i---!----I ~ PLANNING DEPARTMENT 0 .--------------,--=.-:.-;-=.:.--1--+-----t-----------~-l--+--+--I ;==:::::.::=:::::::::::::::::::==:::::::::=::::::==:====~~ BUTSKO UTILITY DESIGN, INC. 17065 Via Del Campo, Suite 200 San Diego, CA. 92127 (858) 676-9700 (858)676-9774 Fax x'~ofESSt~ £ MILTON C. ~~ 1-:. NIEDERHAUS \ 'I;, (J) -;:; ~ 'ct \-------1,;;J * No. E 116JB * o'/' ELECTRICAL / ~ '{" -1 >-,;:_ ::----: '(j('~ : <: OF-CAL\'< · LANDSCAPE: Ll,S,HTINcS-PLANS THe SUMMIT l"'ANE:L AND LlcS-HTINcS, SCHEDULE:S t---+---1--------------+---+---+--+----1 Al~oVEn.._.,. --"--------S-.22.:·0J i----t----+----------------+--~l----+--+-----1 ASSISTANT PLANNING DIRECTOR DWN BY: KMP DATE INITIAL DATE INITIAL CHKO BY: MCN DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PROJECT NO. SDF' 00-li DATE DRAWING NO. 409-"IL OlHER APPROVAL CITY APPROVAL DA TE: 1? /07 ~ L------------------------============::::!:=================~~==::::::!:::==============::::!J' I ' NOTE, MAINLINE SHOWN HITHIN PAVIN5 FOF( Cl..ARl"TY ON!..Y, ACTUAi.. MAINLINE LOCATION TO 6E OUT OF R.O.H. AND A MINIMUM OF 12>" OFF ADJACENT H~API: AND OTHl:1'1. OEISTAC!.E& "TYP. NOTE, CONmACTOR SHAl.l.. ADJUST Al..L Hl:AD$ AS ~IRl:D TO ACCOMODATE ANY VERTICAi.. 06STl<LJCTION$ THAT MAY OCC-UR, INCLUDIN5 BUT NOT LIMITED TO LI\SHT POLI:$, Fl1'1: HYDRANTS, ETC. VERIFY Al..L HEAD J..AYOUT HITH OHNl=R'S AUTHORIZED ~TATIVI: f"RfOF( TO COMMl:NCIN5 HOF!.K. NOTE, eueEILE:!'1.$ AND LATERAL LINE:$ ARE SHOWN HITHIN F'AVIN5 FOR CLAl'tl"TY ON!..Y, ACTUAi.. LOCATION TO 6E WITHIN PLANTER. ~ SHALL 6E Al..15NED WITH ffiE!:S AND AS DIRECTED EIY OHNER'S AUTHORIZED RE:l"Rl=>l:NTATIVI:. CONFIRM ALL J..AYOUT IN FIELD WITH OHNER'S AIJTHOl'1.IZED ~TATIVI: PRIOR TO COMM!:NG-IN5 Y'IOll(K_ $')(' INDICATES TEMPORARY IAAI\SATION HHIC-H CAN 6E SALVA51:D IN 3 TO i;; YEARS. ALSO 'v:Y INDICATES HEAPS HHICH SHALL 6E HUNTER 12" RISERS. SEE LE:51:ND ON SHEET 14 FOR EXACT MODEL. J t 3 7 CD SPRAY NOZZLE: SEE LEGEND @ PLASTIC SHRV6 AOAPTEA: SEE LEGEND @ UV RADIATION RESISTANT PVC SCH 80 Nt?PLE (LENGTH AS REQUIREO) © UV RADIATION RESISTANT PVC LATERAL PIPE @ FINISH GRADE/TOP OF MULCH © UV RADIATION RESISTANT PVC SCH 40 TEE OR ELL 0 1-INCH GAL VANIZEO STEEL PIPE W/STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM @MULCH BED @FINISH ~E @PIIC PIPE (DEPTH PER SPECIFICATION) © PRESSURE REGULATING 1/ALVE @3/4• CRUSHED ROCK © BRICK BLOCKING ( 1 OF 4) 0 12"X18" RECTANGULAR VALVE BOX W/ EXTENSION © BRASS UNIONS AND NIP~S ® INLINE WYE FILTER 3 A RISER SPRAY HEAD NTS C PRESSURE REGULATING VALVE NTS FINISH GRADE PVC . UVR :e l~c • z MA~ ~APT. SLOPE VARES PIPE SUPPORT _..-_,,,PE FLUSH TO GRADE r:GALV. STEEL ---N•0.4 REBAR J-HOOK / 1 PIPE PtPE SUPPORT 4" LONG GALV~ 8 FT ON CENTER STEEL NIPPLE t~-- -·· GALV. STEEL 90 ELBOW ,,--FINISH GRADE. SLOPE VARIES ~---PVC -UVR PIPE .•• ->r,rr, TYPK:;AL BOTH SIDES SWING JOINT, SEE ABOVE TYPICAL 80TH $!OE$ F GALV. STEEL NIPPLE GALV STEEL UNION ~--fVC ~ UVA MALE ADAPTER TYPlCAL BOTH S!OES ~---N0.-4 REBAR J~HOOK PIPE SUPPORT 7 FT ON CENTER BJ ON-GRADE PIPE SCA!..!!!, I" = 20' ' '- NTS ti~'llt4Mtney & Aeeoclatee, Inc. Irrigation Dealgn & Cun•uJt:lng E-flllt. l8WHn1sl1@esrW.net I Ar(l)S( APJ, ARCHJII Cl! !ff '1404 GENESEE AVEMJE SUliE 140 LA JOLLA CALIFOro41A '!2051 t,5/!). 558 .Mf1 FAX~-5~ -'118/; '•." •, ------, ·--··"···· ------· "-----❖--- -.. ---·, .. ___ ··- \ LIMIT OF ' / MITIGATION AREA AT ACCESS ROAD ·-'\'., ""' ,. ,. TEMPORARY ROTAR HEAD • TEMPORARY IRRIGATION SYSTEM NO MAIN LINE SEE SHEET 14 FOR IRRIGATION LEGEND SEE SHEETS lb-11 FOR IRRIGATION DETAILS SEE SHEET 15 FOR IRRIGATION C.ALC-5. SEE SHEETS 18-1<'1 FOR IRRIGATION SPECS. \ MITl6ATION A~A At:n:)ITlON 1:Zc:> ' I \\l>SCAp ~Ody "' /1;, ,;, ... ut.. <Pm ~-----------------•-~ 1 Nn ,.J .dill ' ...., -ti AF'FROVED f=OR PLANTINe AND IRRl6ATION ONLY, INCI..I.JDIN6 ffiEC,ISE LOCATION OF PLANTIN6~. 'AS-BUILT' 1-!~<>7 TITLE DATE REVIEWED .I.~ t-~0 1 INSPECTO DATE ~--,r.;/ ,l'/m,;:--f * RE:VlS>ION5 I $t plan c.hk 10-15-0:2 .2nd plQr't i:;.hk, 12-02-0:2 3rd pl<=1n ~hk l-2""1-06 4tfi ~Ian ,hk ss-rr-oe- DRAJ--<N BT,KS ~D TM J013 NO. 02-oe:2 DA11a 12-2f;>-06 '1>CAJ..E A5' SHOWN fsHml CITY OF CARLSBAD Js~!TSI 1----1----+-----------------!l----+---+---+----1 L...:'._j PLANNIN5 DEPARTMENT t---+----t-----------------+---+----tt----t---1 MITIGATION AREA IRRIGATION PLAN FOR, THe SUMMIT (SOP 00-li/ZC, 00-11/HDP 00-1:\) 1----1----+-----------------11----+---+---+----1 ASSISTANT PLANNING DIRECTOR >---+----1-----------------+---+----<e----1----< DWN BY: __ _ DATE INITIAL DA1E INITIAL DATE INITIAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION 011-lER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. SOP 00-1"7 DRAWING NO. 40:\-"!L -"'t----C r- RESTORED l"ETLAND AREA PLANTING PALLET!:: PROVIDED BY DUDEK$ ASOC.IATES 160-~42-5141 ' ' I I ' \ - --_\ \ I ' ' ' \ ' '~ ~ ' -~) \ \"cY---._,/ I '-I , \ ,-;,~ \. '' ,..-:: V'v'v'vv 7 VVVV'v V V V V 'v V V V V V v ·vvvvvvvvvvvvvvvvv v,. VVV'vVVVVVVVV'vV'v'vV'vv \ ,,~: i;;:? ,A ~ // \ I, ; ' / /-r_ /·lri-1 ,r-_r I /~f ff~ ~ ;\1__r1 ~I ' ' - ' ' ' '--? --' '---711Z>f:STO V'IETLAND ' AREA TING PALLETI:. ._ - PROVIDED BY DUDEK $ ~----- -~__,,--A50C.IATES_ _ ------' ---~¢~;:S_-_,,,_ -\'---: ___ 160--~•4!t-5l41 __ • --- ~ ----:----~ -r2-d;fr.O ----------r\ _-_-'\.,, -~-----~,1 "-fJ..r2-o'N ___ l~ --, REELAYOUT ,. I i-,r \ ~ SHRUB LAYOUT SEE SHEET 20-29 FOR PLANTING LEGEND SEE SHEET 24 FOR PLANTING DETAILS SEE SHEET 25-26 FOR PLANTING NOTES e 5PEC.IFIC.ATIONS PLANT LEGEND -MITIGATION AREAS SOUTHERN Y-IILLOY-1 SCRUB CREATION PLANT PALETTE (0.14 ACJ ·----"""""""' -mZI! r,lf~ -,,ry ....,.,.._ liitl I • r0Yi:ll!.STORY2 CONTAINER PLANTS @ SALIX EXICWA SANPBAR l"IILLOl"l I 6AL. e FT. .2<t ® SALIX <SOOPDIN,S.11 eLACK l"IILLOl"l I 6AL. e FT. !5 0® SALIX LASIOLEPIS ARFtO'('O l"IILLOl"l I 6AL. e FT. 40 SAMeUGUS MEXICANUS MEXICAN ELPE~E:!litRY I 6AL. 1:2 FT. !5 Sl-fllt.Ue5 (IAIU:)ERSTOR'T"J CONTAINER PLANTS ' 0 BACCHARIS SALICIFOLIA MULE FAT I 6AL. 8 FT. 81 ® CAREX SPISSA SAN DIE60 SED6E I 6AL. 4 FT. :21 (i) IYA HAYESIANA SAN DIE60 MARSH cLDE:R I 6AL. 4 FT. eo (8) MUHLENBER61A R16ENS DEER6RASS I 6AL. 4 FT. 41 Q) JJNCUS ACUTUS SPINY"'1!5H I 6AL 4 FT. :21 CD ROSA CALIFORNICA CALIFORNIA l"IILD ROSE 16AL. e FT. 5 0 "1J6U5 URSINUS CALIFORNIA eLACKeERRY I 6AL. e FT. 5 Cl5MONTANE ALKALI MEAt>OY-1 ENHANCEMENT PLANT PALETTE (O.Oi ACJ ,.,,_ ---"""""""' -8/ZI! r,lf~ 411J.<Wf1TY ....,.,. .. ~ DISTICHLIS Sl"ICATA SALT6RASS 611 )( 6'1 t, FT. 11 " PLU6S FRANKENIA SALINA ALKALI HEATH I 6AL. 4 FT. :2"1 IYA HAYESIANA SAN DIE60 MARSH E:LDl:R I 6AL. 4 FT. '"' !SOC.OMA MENZIESII COASTAL 60LDENeUSH I 6AL. 4FT. 10 U:YMUS CONDENOA TUS 61ANT l"IILD RYE I 6AL e FT. !5 U:YMUS TRITICOIDES CREEf"IN6 l"IILD RYE I 6AL. 8 FT. l"I NOTES, I. CISMONTANc ALKALI MEADOl"l PLANT MATERIAL TO eE LAID-otJT PER PROJECT elOL061ST'S DIRECTION. :2. PROJECT BIOLOCS.IST SHALL APPROVE FINAL LAYOUT OF PLANTIN6 PRIOR TO F'LANTIN6 TO ENSURE PLANTS ARE IN THEIR. PROPER ECOLOCS.ICAL LOCATIONS. SOUTHERN Y-IILLOY-1 SC.RUB HYI:>ROSEED MIX "A" (0.14 ACJ ~/!!!NT'lf"fC HAJ-e ~ """" ~ AMeROSIA l"SILOSTACHYA Y'ESTERN RA61"1EED ARTEMISIA DOU6LASIANA MJ6l"IORT ARTEMISIA PALMERI SAN DIE60 SA6EY'IORT LE:YMUS TRITICOIDES eEARDLESS l"IILD RYE OENOTHE:RA ELA TA EYcNINCS. PRIMROSc PLUGHEA ODORATA MAR.SH FLEABANE NOTES, I. SEE PLANTIN6 NOTES 4 Sf"ECS FOR SITE f'l"EF'ARATION ON SHEET 85 :2. SEE PLANTIN6 NOTE 18 ON SHEET 89 FOR SLURRY MIX 8. Sl"IS HYDROSEcD APPROXIMATELY :20% OF UNPERSTORY. -----,..,,......,. 1!5/90 4 10/50 6 1!5/50 4 '10/00 8 '18/1!5 0.5 85/60 8 TOTAL -:203 Le5/AC. COASTAL 5A6E SCRUB HYI:>ROSEED MIX "B" (O.li AC. 4 0.06 ACJ 91;=-"""""""' -----,...,,......,. ~ AMeROSIA F'SILOSTACHYA l"IESTERN RA61"1EED 1!5/90 :2 ARTEMISIA CALIFORNICA CALIFORNIA SA6EeRUSH 1!5/50 !5 l<l!YMA,-! ENCalA CALIFORNICA CALIFORNIA ENCalA 40/60 8 ERI060NUM FASCICULATIJM FLAT-1 OPPED BUCKl"IHEAT 10/65 6 ISOCOMA MENZIESII COAST 60LDENBUSH "lo1eo 8 I ANDSCAP~ ARCHITEC'TllRE '1404 6ENE5EE AVENJE 9!1'11: 140 LA J?LLA CALIFORNIA 'l20B1 e58-55fi 8"Tl FAX 858-55fi -'llee LOTUS SCOPARIUS DEEl'<l"IEED "10/60 4 LUPINUS SUCCULENTUS ARROYO LUPINE <1e;e5 8 NASELLA PULCHRA PURPLE NEEDLE6RASS 10/60 !5 SALVIA MELLIFERA BLACK SA6E 10/50 8 NOTES, TOTAL -84 LOO/AC. I. SEE F'LANTIN6 NOTES 4 SF'ECS FOR SITE PREPARATION. :2. SEE PLANTINCS. NOTE 18 FOR SLURRY MIX. EXISTIN6 NATIVE HAelTAT TO REMAIN. ACCESS NOT f"ERMITED. 'AS-BUILT' AF'!"ROYED i"OR l"l.ANTIN6 AND DATE TITLE IRRlcSATION ONLY, INC.LUDIN6 REVIEWED BY: PREC.ISE LOC.ATION OF PLANTINcS AREAS. INSPECTOR DATE ::zo 60 HEET 8 OS ~l~I ON5 let pl.on ,:;.hk. 10-15-02 :2nd plan c.hk.. 12-02-02 91""cl plan c:.hk t-2"1-0!3 4t:.h pion c:.hk. :,-11-0:, t>"'-AJ/'ilN eT A,.,.,,._0""1:> TM JOl5 NO. 02-092 DATE i-11-02 SCALE AS SHOY'IN 1--e-i:1._•1 _ 09-+_c,_,,.._ .... _.+-1_\_""_'T_,.s_A_.,.,_0 _N_A_,._,.A_A_c:>_"'_'T_,o_N ____ -+---+---+---i-------------l ~ CITY OF CARLS BAD rSHilis7 ~ PLANNIN6 DEPARTMENT L=::_j MITIC:S-ATION Al'l!.E!: !"'LANTINC:S-l"'LAN 1"01'1!., THE: SUMMIT (5DP 00-17/ZC, 00-11/HDP 00-19) l---+--+---------------1----+---t'----f---l ASSISTANT PLANNING DIRECTOR 1----c-+~~+---------------f----+----tf----+----1 DWN BY: __ _ DATE INITIAL ._D_ATE_~INI_TI_AL-+-_DA_TE_~I_NI_TIAL__, CHKD BY: __ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK PROJECT NO. 5DP 00-1"1 DRAWING NO, 40::!>-"I L PLANTING NOTES: I. IRRl5ATION SYSTEM SHALL BE IN PLACE, FULLY OPERATIONAL, AND APFROVED BY LANDSCAPE ARC.HITEC.T PRIOR TO PLANTING, AND/OR SEEDING,. 2. ALL EXOTIC. PLANTS.._ J/',E;ED5 AND DEBRIS MUST BE CLEARED AND REMOVED F~ THE SITE PRIOR TO rLANTING, OR SEEDING,. 9. PROJECT BIOLOGIST i"IILL FLAG EXOTIC. AND NON-NATIVE VEGETATION FOR REMOVAL IN CISMONTANE ALKALI MEADOi"I ENHANCEMENT AREA PRIOR TO PLANTING,. 4. SEED MIX SHALL BE INSTALLED THROU5HOUT FLANTIN5 AREAS INC.LUDIN5 UNDER THE TREE AND SHRU6 SYM60LS. 5. ALL SEED SHALL HAVE ORl5INATED FROM THE COASTAL SAN DIE50 C.OUNTY. C.ONTRACTOR SHALL ARRAN5E FOR SEED TO BE ACQUIRED FROM S 4 S SEEDS AT (WS) 684-0496, OR APPROVED EQUAL. 6. CONTRACTOR SHALL AVOID UNNECESARY IMPAC.TS TO NATIVE VEGETATION l"IITHIN THE LIMIT OF l"!ORK TO THE EXTENT POSSl6LE. STANDS OF EXISTIN5 HABITAT SHALL BE PROTEC.TED IN-PLAC.E BY THE C.ONTRAC.TOR l"IITH HABITAT/BOUNDARY FENCIN5/FLAG51NG. 1. ALL CONTAINER FLANT MATERIALS SHALL BE ADEQUATE SIZE AND SHAPE FOR THEIR SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS l"IILL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEAL THY AND Vl50ROUS CONDITION. ALL MATERIALS REJEC.TED BY THE PROJECT BIOL05I5T SHALL BE REMOVED FROM SITE AND REPLACED IN-KIND BY THE C.ONTRACTOR AT HIS/HER EXPENSE. 8. ALL CONTAINER PLANTS MUST BE PLANTED l"IITHIN 10 ViORKIN5 DAYS FOLLOl"IING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR l"IATERIN5 AND PROTEC.TING, ALL PLANTS AND MATERIALS STORED ON-SITE. C,. PLANTS SHALL 6E LOCATED PER THESE PLANS. ONCE ALL THE CONTAINER PLANTS HAVE BEEN SPOTTED IN PLACE, THE CONTRACTOR SHALL ACQUIRE FINAL APPROVAL FROM THE RESTORATION SPECIALIST PRIOR TO EXCAVATING PLANTING, HOLES. II. PLANTIN5 HOLES SHALL BE FILLED l"IITH l"IATER AND ALLOi"IED TO DRAIN COMPLETELY BEFORE PLANTING, CONTAINER PLANTS. 12. PLANTIN5 AND SEEDIN5 SHALL ONLY OCCUR i"IHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, 6ASED ON STANDARD HORTICULTURAL PRAC,TICES. PLANTIN5 OR SEEDING, SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE 15 EXC.ESSIVEL Y l"IET OR MUDDY. 19. CONTAINER PLANTS SHALL BE PLANTED PER DETAIL(S), AND SHALL BE l"IATERED IN THOROUGHLY IMMEDIATELY AFTER BEING, PLANTED. 14. SEED MIXES SHALL BE APPLIED TO ALL Fl.ANTING AREAS, AS INDICATED ON FLANS. 15. C.ONTRAGTOR SHALL TAKE SIX REPRESENTATIVE SOIL SAMPLES FROM THROUGHOUT THE CREATION/ENHANCEMENT AREAS FOLLOl"IIN5 CLEARING,, 5RUBBIN<S, AND ANY 5RADING l"!ORK, AND PRIOR TO SEEDIN<S OR PLANTING. CONTRACTOR SHALL HAVE SAMPLES ANALYZED AT A 50IL5 LABORATORY (SOIL FERTILITY AND AGRICUL TUR.AL 5UITABILITY ANALYSIS). LAB SHALL PROVIDE SOIL AMENDING, RECOMMENDATIONS FOR NATIVE PLANT SPECIES. AMENDING MATERIALS AND ASSOCIATED DISKING, V-IOULD BE CONSIDERED A CHANGE ORDER ITEM. BASE BID SHOULD AS5UME AN AMENDMENT ALLOTMENT OF tX PER ACRE FOR SOIL AMENDING TO BE MODIFIED BASED UPON THE SOIL ANALYSIS. 16. HYDROSEED SLURRY MIX, •SEED AT INDICATED APPLICATION RATE (LBS/AC.RE) PER SEED MIXES. ,VIRGIN l"!OOD CELLULOSE FIBER MULCH AT 2,500 LBS./ACRE. •FERTILIZER (0-45-0) TRIPLE SUPER PHOSPHATE +JC,% SOIL 5ULFER AT 2!50 LBS/ACRE. ,PROVIDE SOIL AMENDING RECOMMENDATIONS FOR NATIVE PLANT SPECIES. AMENDINiSo MATERIALS •AZ-TAC BINDER (IF SEED MIX TO BE INSTALLED NOVEMBER-FEBUARY)-AT 100 L6S./AC.RE. 11. CONTRACTOR SHALL FINE GRADE ALL PLANTING/SEEDIN5 AREAS AND llitlF/Dl5K ANY COMPACTED SOILS TO A DEPTH OF 6" (IN TViO OPPOSION5 DIRECTIONS) PRIOR TO PLANTIN5/SEEDIN5. ' GRADE AT SLOPE ' ' DEPTH OF ROOT BALL FINISH GRADE 18" ROOT CROWN OF SHRUB 1" ABOVE FINISH GRADE 3" THICK SHREDDED BARK MULCH LA YER 18" RADIUS, HOLD BACK 3" FROM ROOT CROWN " WATERING BASIN 6" ~VE FINISH ·. GRADE ;i-------SCARIFY-SIDES OF PLANTING PIT . j TWO TIMES WIDTH OF ROOT BALL • ------BACKFILL & FERTILIZER MIX PER SOILS AMENDING REQUIREMENTS. WATER AND TAMP BACKFILL 'MIX WELL. 1 GAL SHRUB TREE PLANTING DETAIL NO SCALE • SEE SHEET 20-29 FOR PLANTING LEGEND SEE SHEET 24 FOR PLANTING DETAILS SEE SHEET 2!5-26 FOR FLANTIN<S NOTES 4 SPECIFICATIONS I.ANDSCAPF ARCHITECTURF '1404 ~ AVENUE 5UITE 140 LA .JOLLA CALIFORNIA '12091 858.558 8'111 FAX e!ie, 558 -'II~ ~1510N!!> l•t. plat"I ~hk.. 10-15-0.:Z 2nd plcn c.-hk. 12-02-02 3rd E Ian c:.hk. 1-2"1-0!I 4th p Ian ,:;.hk. e-1"1-oe O"-AYIIN .. T A~ TM joeNc:>. 02-092 r::>ATI!! -r-11-0.:z !!iCAL~ A~ &HOYIIN NE~ SHEET e 09 MITl6ATION A1't!:A AC,C>ITION ~, CITY OF CARLSBAD II SHEETS I l---+--1--------'--------+---+---l--+----l ~. P"LANNINIS DEl"A~TMENT . 99 1----+---+--------------+----+---+--+---I DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MITI.S.ATION A""-1!:A 1"'LANTIN,S. NOTl!:S 1"0"'-, THE: SUMMIT (SDP 00-11/ZC, 00-11/HDP 00-19) OWN BY: ___ 1 CHKD BY: ---1 RVWD BY: PROJECT NO. SDP 00-11 DRAWING NO. 409-"!L