Loading...
HomeMy WebLinkAboutDWG 433-2L; SDP 02-13; CASSIA HEIGHTS FAMILY HOUSING; 01-12O!;N!AAL NOTES RECYCLED WATER NQT!S 1. ALL W01'!1( SHALL !IE DON! IN ACCO"°AfllOI WITH TMe! CAAl!IIIAD MUN1C11"Al WATl!III DISTRICT'S "CARLSBAD RECLAMATION RULES l RIHlULATIONS FOR CONSTRUCTION OF MCYCLED WATER MAINS" DATED OCTOBER, 1993. 2, Oflllffl(tNQ FOUNTAINS SHALL l!tE F'l'IOTECTED FROfol Sl"ll!AY OF "l!CYCL!1' WAT!!'t. !!N!:ST MANAGEMENT PRACTICES SHALL !Bf' USED TO MINtMIZE R'ECYCU:D W ATl!'R ENCROACHMf'Nr ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC, 3. M:ST MANAGEMENT PRACTICES SHALL BE USED TO IELIMINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4. HOSE !ll!IBS ARE STRICTLY PROHIBITED. 5. ON SITE CROSS-CONNECTION !IETWEEN !IIECYCL!:D WATER LINES ANO POTA!ILE WATER LINES IS STRICTLY PROHIBITED. e. NO Sl.ltlSTITUTION OF PIPE MATERIALS Will !IE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSEIAD MUNICIPAL WATER DISTRICT. 7 ALL ON-SITE "IP!:S SHALL HAVE WARNltNG TAP'!! F'ER CAIIILSIIAD M\J1'1ICIPAtWAT!!R * DISTRICT'S RULES AND REGULATIONS. I, THE IMl·IGATION SYSTEMS SHALL BE RI.IN l!ETWEl!N THE HOURS OF 10,00 F'M AND 8,00 AM. THE FOLLOWING MORNING (SPOT IRRIGATION COULD !IE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUP'ERVISION PERSONNEL ON SITE. t,, F'IIIOVIDE A MIN·IMUM OF AT LEAST 19 INCHES OF COVER OVl!R All WH'l!NO ANO P1Pffill. 1·0. r-tON-DESIGNA TED USE AREAS SHALL BIE PROTECTl!!D FROM CONTACT WITH A;ECYCLl!'D WATER WHETHER eY WINDBLOWN SPR·AY OR DIRECT APPLICATION THAOUGH IR'RIGATON °" OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED 01'1 ADJUSTED TO PAE\/ENT 0\/Efli-S•P·AAYINQ ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL lltE Of' A TYll''I!! MSIQtolEO F°" THE USIE ON RECYCLED WATER DISTRIBUTION SYSTEMS !SPIKE$ NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER D1STRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY' OF CAl'ILS!!AO !IIUNICIF'AL WAT!A DfSTll!ICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE WATEI'!" Ofll "RECYCLED WATER", COLOR CODED (PURPLE) AND LAl1D WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TIOP OF THE TRENCH PER CARLBAD MUNICIPAL WATEA DISTRICT'S RULES AND REGULATIONS. 11. ALL. POTAl!ILE WAT!R AND RECYCLED WATEA Pll"lf</0 SHALL l!'E INSTALLED wrm THE STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCH, 19, WHEN A POTABLE WAT!:R LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL ee INSTALLl!:D WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SHOE, FROM THE CENTER ILINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. '11. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTA!ILE WATEA ANO Rl!'CYCLED WATER MAINS MUST IE MAINTAINED AT All TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. ti. * 1t. A MINIMUM OF 12 INCHES OF \/ERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT All TIMES .. THE REQUIRED CAOSS-CONNeCTION SHOTDOWN TEST SHALL !IE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR. re. OV1CK COUPLING VALll'!:S US!O IN R!!C:YOLl!D WAT!!R S'l'Stt!MS S'HA"LL COffllOIRIM TO THI!' FOLLOWING: 11. *22. * 23. *14. ti. A. RECYCLED WATEI'!, OOCI< COUl'LING 'IIALV!S U5!0 IN l'l!!C'!'OL!C WAT!fll 8YST!Ml!I SHALL HAVE ACME TYPE THREADS (Si>IKES NOT INTERCHANGEAIILE WITH l'OTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS l'ERMAN!!NTlY ATTACHED TO THE VALVE, QUICK COUPLING VALVES SHALL BE NELSON NO. 7e45, HUNTER NO, HV100A-RL-NP OR AP•PROVED EQUAL. THE REQUIRED CROSS CONNECTION INISF'ECTION WILL ft OONE IIY 11:ITH!A CAIIILS!IAO MUNICIRAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. DEVELOPER SHALL SHOW TH! LOCATION OF R.C, SIGNS ·oo NOT DRINK" ON THESE PLANS, AN ON-SITE USER/SUF'ERVISO·R SHALL !!IE O!SIGNATEO IN WRITING. TH·IS INDIVIDUAL SHALL 9E FAMILIAA WITH PLUMBING SYSTEMS WITHIN THE PROPERY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION. AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY OEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY: CONTACT LAUl'IA !IJll'll,OW AT IZl!Ql 738-1401 0111 AFT!:R HOURS CONTACT, LAl/BA !!ARLOW AT IZl!Q)•ZJl!-$401 SHOW All PU!ILIC ANO l"RIVAT'E POTABLE WATER MAINS ON IMPROVEMENT F'LANS. • ITEM NO.'S S.19 l 23 SHALL BE RE'QUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. • ITEM NO. 22, THE SIQNAGE PLAN, SHALL B,E A PART Ot= THIS I.P. IIUT THE ACTUAL SIGNS I TAOS Will !IE INSTALLED JUST PRIOR TO ACTUAL USE O•F RECYCLED WATER. ON R!CYCLED WATE!II SYSTEMII, All Al"l'VRTENANCl!S IS""INl<L!R H!!ADS, VAL'n BOXES. ETC.) SHALL &E COLOR CODED l"URPL.E PER AWWA GU!DELINES AND SECTION 11-es15 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. , , \ / TH!R'E SHALL It! A PHYSICAL SEPAAATfON 91!TW!!V4 .l!OJAO!NT AMAi fli!llffll•ATtm ~TH RECYCLED WATEPI ANO POTA!ILE WATER, SEPARATION SHALL !If PAOVIDED IIY OONCRET!! MOW STRIPS, CHAIN LINI< FENCES, OR OTHER MEANS AS APPROVED BY THE WATER OISTRICT AND D.E.H. PECLAAATIOft I Dl!OLAM THAT I AM TI-II! LANOSCAPE .11.ROMITEOT OIi' WOAl< l'OIII THIS ll'AO.JECT, TfiAT I EXERCISED AESPONSlf!ILE CHARGE OVER THE DESIO'-OF THIS l"ROJl!CT AS DEFINED IN SECTION 8703 OF THE BUSINESS A'-0 PROFESSIONS CODE A'-0 THAT THE OESIQN IS CONSISTENT WITH CURRENT STANDARDS. , ' \ I U!IIIOERSTANO THAT Tl'IE 01-f!OK OF F'ROJl!Ct DRAWll'li:19 AMO SPECIFICATIONS !IV TH! CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY DESIGN RE ONSl"ll,,llfll::l;j FOR THIS PROJECT DESIGN. NICHOLAS F, DEL 111.L.A. 1)18 T!LE"HONE NUM!IER, 'REGISTRATION NUMBER, EXPIRATION DATE, APE ARCHITECT DELORl!:HZO, INC 177e HANCOCII( STllll!'ET, 9\.11T! 1!10 SAN DIEGO .. CA 1>2110 le19) 29!1-!111!1 1388 OECEM91!1'!, 31. lbO. RECYCLED WATER SYSTEM (PRIVATE) CASSIA HEIGHTS FAMILY HOUSING CARLSBAD, CALIFORNIA SIGNAGE NOTES lHE FOLLOWING GUIDELINES FOIII TH! USE Q,F R!!CYCLl!D WAT!!A ARE TO 11111! l"'!!FIMAN!NTLV POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASll Y VISIBLE. PLAOE ON 11-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR MCYCLl!O WATER USE 1. IRRIGATE l!IETWEEN THE HOURS Of' 10,00 !".Iii. ANO $,00 A.Ill. ONl 't. WATERINIQ OUTSIDE THIS TIME FRAME MUST EIE DONE MANUALLY WITH QUALIFIED SUPERVISOll!Y PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE, BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOUI.D !!E AEPAIRED AS SOON AS THEY BECOME APPARENT. 8. EDUCATE ALL MAINTENANCE l"'ERSONNll!L ON A CONTlil'IIUOUS !IIIStS 0!' THE l'RESENOE l!liF RECYCLED WATER. PERSONNEL MUST ee INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIG. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO, TOOL, WASHING, ETC, GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORT ANT THIS INFORMATION l!!E DISSEMINATED ON A,fll ALMOST DAILY BASIS. IT IS YOU THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. I. OBTAIN PRIOR APl'ROVAL OF ALL PROF>OSEO CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNATED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL l!!JE TAGGED WITI-I IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4•, .. URl"'LE IN COLOR WITH THE WORDS "WARNING-RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME El AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS fl!ANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL II. ONE TAG SHALL EIE ATTACHED TO EACH VALVE AS FOLLOWS, 1. ATTACH TO VAL VE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3, ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL ee IDENTIFIED AS RECYCLED WATER SPR1M<LEA HEADS 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EOUll"'MENT SHALL BE IOl!'NTIFJEO WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND, THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT, INSPECTION PROCEDURE$ 1. CITY CONSTAI./CTION INSPECTION SHALL INCI.UO!: A. LOCATION OF PIPI!: LINES. II. TRENCH DEPTH. C. REQUIRED SEPARATION IHORIZONT ALLY Al«> V!!'RTICALL YI. 0. PIPE IDENTIFICATION. E. POINTS OF CONNECT10N (POC'Sl. F. LOCATION AND IDENTIFICATION OF Sf>l'lff,ll(LEA HEADS, 'G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAUllNG RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION), AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, ANO BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR 2. TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDI!, A. COVERAGE TEST, AFTER COMPLETION OF THI!: SF'RrNKU!PI SYS'l'!M, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA ANO PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. 8. WARNING SIGNS ANO LAIIELS, C, QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIOATION CONDITIONS INCLUOING WINO!ILOWN SPRAY, RUNOFF, AND PONDING. E, REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESEVOIPIS, ere, G, CROSS-CONNECTION. J, ANNUAL INSl'ECTION IIHALL ,oeLUOI, A COMPLETE INSPECTION WHICH SHOU..0 COV!1'! PAl'IT A, l"AAT I A·l'IO PART O OF THE DISTRICT FINAL INSPECTION. LANDSCAPE AACH1TECT DELORENZO INC. 1775 HANCOCK ST., SUITE 150 SAN DIEGO, CA 92110 PHONE, (6191 295-5115. EXT. 125 FAX, (6191 297-2354 CONTACT, MOHAMED ZAKI DEVELOPER/OWNER AFFIRMED HOUSING GROUP 200 EAST WASHINGTON AVENUI: SUIT!: 208 ESCONDIDO, CALIFORNIA 92025 PHONE (760)738-8401 FAX (7601738-8405 CONTACT: JIM SILVERWOOD I LAURA l!IAPILOW ARCHITECT DAVIS GROUP 343 FOURTH A\/E., 8UITE Hi8 SAN DIEGO, CA 12101 PHONE, Ul1tl 232-5990 FAX, 18191 232-5992 CONTACT, WAYNE DAVl'S, A.I.A. CIYI\ ENOtNEE~ING MASSON I ASSOCIATES, INC), 2'0-0, EAST WASHINGTON AVENUE ESCONDIDO, CALIFORNIA 92<lt!I PHONE, (750)741-3570 FAX, [780)741-1786 CONTACT, Mll<E SCHWl!ITZl!III, t'.E. ' --,J • ' LEGEND w PROPOSED POT ABLE WA T!:R SYSTEM rn RW EXISTING RECYCLED WATER SYSTEM 0 2!5 90 100 -· ----... RW·~ ---· "" PROPOSED AIECVCLED !MlfflATION SYSTI!!M t 1 1 t f 1t:::i:i:::::::::::::::,::::::1 AA!A OF MCYCL!D WATfR U$E Rw--e-+-LOCATION OF CONlffl!CTIOPoi POINT Mf"'l'~A ~A,J..1!, l"•!0'-0" ,.. .. , I • • I ' . ,_,_.,.,, T - AND BACKFLOW PREVENTER LOCATION OF CROSSOVEFIS OF PROPOSED POTABLE WATER SYSTEM l PROPOSED IRRIGATION SYSTEM MAINLINE -IRRIGATION MAIN TO BE SLEEVED PER NOTE 1e THIS SHEET ·Do NOT DRINK" SIGN LOCATIONS CYCLED WA Tm 9~ TYPICAL SIGNS. RE.CYCLED WATER . . IN US""l ·-~-!. lllllNK \W!L MIUA' u&:""' .... *.14:fJ. ---· ,. - THERE ARE NO WATER WELLS ON-SITE. ,.., -n REVISIONS MUST BE APPROVED BY THE PUEILIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. ENGi 1£1 S SIG TUruJ REQUIRED ON PAGE 1 ONLY REV w D I }' I 11-t-fdt( .., I\ . L • •NCINEE OJNG PIANr.H•"K.-" nA TE CARLSBAD MUNICIPAL WATER DIS~ICT .j-1)(•, ?"~ ,.,,,_._ /I} -11-tJS"' WILLIAM E. PLUMMER R.C.E. 28175 DATE DEPUTY CITY ENGINfEF! EXP. 3/31/06 SAN DIEGO COUNTY DEPARTM'li:NT OF ENVM'!ONMENTAL I-IEALTH ~Att INITl,._L • • !----•--·~------------ 61-!. HUM. TIT._L_! ____ ---·-···-··------------------ I T-1 2 LC-I 9 LC-2 -4 LC,-S 9 L!o-1 6 1.1·1 i Ll·:2 & LI-!' 11TLI II C-~'TlltUC, TION l"'L~ C-ONeTl'WC,TION D!:TAIL9 CONe'TlltUCTION D!:TAILt 9iT1'tlJG, T\.111!.f: O!!T Al L!!> lft.1'.l<SATION !"LAN * Ll!!tM!Nt> 11'.l'.l<SATION CALC.Ul.ATION!!> • Ol!TAIU 11'.1'.l<SATION 01:TAIL!!> "I Ll--1- 10 Ll"-1 11'.Rl<SATION NOTl:S ht!!!N!!fltAL ~C.ll"IC::.ATI~ l"LANTIN<S !"LAN II Ll"-2 12 l.1"-9 l"LANTIN<S NOT!':5 • C.ALc::.Ul.ATIOl-e l"LANTIN6 D!:T All.ii VIC.INlT'f' MAP ffl'Y OF i.11 ,. ' ~k ~ L, Leil'I'_ ., 'flll!A .-:~-·-~..- Ctn' W tNCINIT.U LOC.ATION MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. rn N.T.S. N.T.S. TITLE REVIEw'ED INSPECTOR HAS BY• DE L,OR :E NZO INCORPORATED Plannin1 Landscape Archtt.ecture -1775 Hancock Street Suite 150 San Die10, CA 92110 1119•295•5115 Pax: 11t•ffl•2'3lk -N-81t--ll -8H!!ET 1-1 BUILT" DATE DATE I SHfET I CITY OF CARLSBAD ~ 2 PLANNING nEPARTMENT Title Sheet fur: Cassia Heights Family Housing APPROVE[:\_ A /1-4'-oS ASSISTANT PLANNING D!RECTOl1 DATE DATE INITIAL DAT'[ ~'MAL DWN BY: PROJECT NO. DRAWING NO. ~ •· -z: /0-'t.,...,,5"' B~ CHKD BY: REV1SION DESCRIPTION SDP 02-13 4332L ENGINEER OF WORK OTHER M'PROV AL CITY APPROVAL RVw'D BY, APPROVED BY: DATE MYI.AR 10-31-05 jRRIGATION SHEET 1 OF 5 ~ -----·-~----------, .• ~---~"~~ I , b.U_,~_~r•i_• ~ , I ---.. --.. 0 N -,..,-.. I I I 'I I I ~------------~~ -----------/ I I ~/;1/· 1111 #-LINE OF Sl5HT f'ER CIVIL ~Y'llN,S,, IT IS THE RESPONSIBILIT'T' ----· --, c,,/ I OF THE CONTRACTOR TO STAKE THE LINE OF SIGHT AND --------- 11 / _,e OBTAIN THE CIVIL EN61NEER AND CITY APPROVAL PRIOR TO -----------------==------------~ 1 \ / STAKIN6 THE ~LLS AND PILASTERS. THE CONTRACTOR SHALL _ __,.------___________ __-----__.____"" ~ / ;. I ;'!"" · ---·· /;lE RESPONSIBLE AND INSURE-THAT-ALL-f'RG>POSE'.P--f'lb<l6TERS-..___----_____ .-____ ·, \ "I .};::.,. ., /_i;; ~ II ,?II I /51 AND ~LLS ARE OUT OF THE 516HT LINE AREA PER CIT'!' AND , -o/ {ti CAL TRANS REQUIREMENTS. rAA --1---~----ft~---~1. --.. ;--~iiiiiiiiiijiii;;;i;;iiiiiijiiiiiiiiiiiiiijiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiii-.1-- / ,f --! /! ---- 1 I I J I • I I DIM!:NSION IS-l-4_,., FROM 6ACK OF SIDEl"lALK TO FACE OF MOY'I CURB. ~-·---1/1·--·-•-,--~-•· -------...._,_,.....___ -- 13ACK OF--V SIDE~LK 1!5.!50' I t I I -•---•- • • ·I , ----···-w _ _J _ , __ , __ 7 -,.,,,..,.,. ... ___ , __ _ I. 60' FIRE 51.ffRESSION LINE ----•-'1-L-------+-----------== BUILDING 4 fr· ·cccccc=.~, .· · • II II II 11 II !I 11 I ,-------------------FACE OF FILAS~ 15 ON FROFERT'!' LINE (TYF) • I I ' I \ • I ! NOTE, CONTRACTOR SHALL LOCATE CENTER LINE OF PILASTER v-llTH CENTER LINE OF PARKIN6 LOT ISLAND. I NOTE, FOR SIDEv-lALKS, PARKIN6, CURS, 6UILDIN5 LOCATIONS 4 5TAKIN6, REFER TO CIVIL DRAY'IIN65. 0 10 :.20 40 I I I SC.ALE, 1"=20'-0" CONSTRUCTION KEYNOTES:· OJ NEv-1 1'-0" HICS.H l"'ILA5TER @ ! 0 ' NEv-1 t, FT HICS.H F~ STANDINd-v-1.ALL. v-lALL SHALL SE Tl>"IO SIDED SPLIT FACED BLOCK, CS.REY COLOR. [Ij NEv-1 TUISULAR STEEL FENCE @ m [@) [II @) @) [ffi NEv-1 CONCRETE MOl"IC~I!?, @ :,o" HT SLL/MI"' 6LOC-K PlltOJECT Sl6N -AC-TL/AL W NAME 4 LETTERIN6 TO 6E ~OVIDED BY THE ~ DEVELOPER. NEJl'I TOT-LOT CURB ~ NEV'I TOT-LOT 5L/IS-5URFAC-E DRAINACS.E ~ CONTRACTOR 5HALL SUBMIT SHOP :DRAVIIINIS FOR APPROVAL PRIOR TO INSTALLATION. COORDINATE SL/BSURFAC-E DRAINACS.E SYSTEM VIIITH TOT-LOT EQUIPMENT SELECTED BY OVIINER. CONNECT SUBSL/RFACE DRAINME TO STORM DRAINAISE SYSTEM BY THE CIVIL EN61NEER. TOT LOT AREA-TOT LOT EGL/IPMENT 5HALL BE SELETED BY DEVELOPER. INSTALLATION i SPECIFICATIONS PER INDUSTRY STANDARDS, RECOMMENDATIONS, 4 MANLIALS. C-ONTRAC-TO!llt SHALL COMPLY Jl'IITH CONSUMER SITE 5AFTEY MANLIALS. NEVIi POOL 4 DECK AREA -REFER TO DESICS.N-BUILD POOL DRAVIIINGS FOR DETAILS POOL TL/BULAR STEEL FENCE AND 6ATE ® NEV'I 4:.2" Hld-H PILASTER @ NEJl'I TRASH RECEPT AC.LE -TO ® BE CHOSEN BY DEVELOPER NEJl'I ASH L/RN5 TO BE Ell SELEC. TED BY DEVELOPER. NEJl'I BENCH TO 6E CHOSEN 6Y THE c::J DEVELOPER. CONTRAC. TOR TO PROVIDE 2'X1' CONCRETE PAD FOR BENCH. NEJl'I CONCRETE CURB AND iS-UTTER -REFER TO CIVIL DRAVIIINISS NEVIi STANDARD CONCRETE SIDEv-1.ALK 1'.EFER TO CIVIL DRAVIIINGS NEJl'I TflltA5H ENC-L05~ES -P?.EFER TO CIVIL • ARCH. DRAVIIIN,::,S NE~ ASPHALT PAVIN,::, -REFER TO CIVIL DRA~IN65 EMERGENCY VEHICLE ISATE @ • REFER TO CIVIL DRAV'IIN6S FOR GRADINIS, STORM DRAINAGE 4 OTHER LITILITIES. • REFER TO 5TTWCTURAL DRAJl'IINCS. 5HEET LS-I FOR Sml.JC,TL/RAL DESIGN OF PERIMETER FREE STAN:DINIS Jl'IALLS AND • PILASTERS. REFER TO ARCHITECTL/RAL DRAv-llNISS • FOR LOCATION OF ADA RAMPS, PATIOS AND TRASH ENC-L05LIRES. REFER TO SHEET LC-2 FOR C.ONSTRUCTION DETAILS. OELORENZO INCORPORATED 11111111 Planning Landscape Architecture -1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 - 05-019-01 - SHEET LC-I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUIL T 11 TITLE ______ _ REVIE'w'ED BY• DATE INSPECTOR DATE I SHiET I CITY OF CARLSBAD ~ ~====~===!===============================:===:====:==~ PLANNING DEPARTMENT L!.:_j DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Construction Plan for: Cassia Heights Family Housing APPROVE __ _>411:n..!:~r,{__ ____ //--l/-OS: ASSISTANT PLANNING DIRECTOR DWN BY: DLI PROJECT NO. CHKD BY: MZ RV\./D BY, SDP 02-13 MYLAR 10-31-05 DATE DRAWING NO. 4332L = N 12" ~ALL 5EC. TION PILASTER 5EC.TION = () () I .I) I If) PERIMETER SOLi V'-IALL 6: PILASTER DETAILS = l'-1" N ---------{2 KEY, Q) 2 X 12" CONCRETE SLOCK V'-IALL CAP. @ 1'-1" X l'-1" X 2" CONCRETE BLOCK PILASTER CAP. @ @ lb" X lb" X e" CMU SPLITFACE BY ROBINSON BLOCK COMPANY. COLOR SHALL BE VISTA 6RANDE. REFER TO ARCHITECTURAL DR.AV'-IIN6S FOR. SPECIFICATIONS._ B" SLUMP BLOCK V'-IITH CEMENT COLOR.ED V'-IASH. COLOR 5HALL BE ADOBE X-12. TO MATCH ARCHITECTURE. REFER TO ARCHITECTURAL DRAV'-IIN65 FOR 5PECIFICATION5. e" X t;;" X 16" CHU BLOCK -<SR.OUT 50LID ALL CELL5 . REBAR 4 REINFORCEMENT -PER STRUCTURAL EN61NEER. CONCRETE FOOTIN6 -PER STRUCTURAL EN61NEER. COMPACTED SUB6RADE PER 6EOTECHNICAL. 501L5 REPORT. FINISH <SR.ADE, PLANTIN6 AREA. REFER TO STRUCTURAL DRAV'-IIN6S FOR. DIMENSIONS. ALL EXCE55 CONCRETE FOOTIN6 5HALL BE REMOVED BY THE CONTRACTOR PRIOR TO BACKFILLIN6 AND PLANTIN6. A No SCALE (FOR SliSN AT CORNER OF EL CAMINO REAL AND CASSIA, TOTAL PILASTER HEIISHT 5HALL BE 4.2" AND TOTAL V'-IALL HEl6HT SHALL BE 30" HlcSH.) 6'-0" O.C. MAX. . . = () in I' J:11r==· TI], 5 SECTION UL----;::2 / gy (1) I 5/e," ~UNO ($,ALVANIZl:D TUeLILA"-STEl!:L TOP AND 60TTOM RAILS, 16 6A. Jv!IN. @ 5/e," l'tOUND 6ALVANIZED TUBULAl'I!. STEE:L PIC-KETS • 4" O.C-. MAX., le 6A. Jv!IN. @ ::2" SG. TUBULAR STEEL ELEC-TROPLATED 6ALVANIZED P05T (e'-O" O.C,. MAX) 16 6A. MIN. - ::2" X ::2" PLASTIC-C-APS ON POSTS SHALL BE PAINTED TO Jv!ATC.H POSTS AFTER INSTALLATION, C,AULK TO SEAL. C,OLOR. SHALL BE BLAC,K. @) C,ONG"-ETE FOOTING, ::2000 PSI • ::2e DAYS (SLOPE TOP OF FOOTING TO DRAIN AJ,",IAY FROJvl POST). @ FINISH ($,RAD!:. @ C,OJvlPAC,TED SUB6'1'1!.ADE PER STl'l!.UC,TUl'l!.AL SOILS REPORT. 1 ~B _T---ueu::......:....:.L_A_ict____;,;_s_T_E ___ EL____;,;_F_E_Nc.,;;_;_E _________________________ _ ~ NOSC-ALE 1 D e,'-0" 0.C.. MAX. 4" O.C.. Jv!AX • d~ 4 = . II) Ii _J \) • I{) _I II) 9 N POOL TUSULAR STEEL FENCE AND c:,ATE NO SCALE (D ;~it-iR~c:-r:i-::cvANIZED POST, 16 6A. MIN. -::2"X::2" PLASTIC-C.AP5 ON POSTS SHALL BE PAINTED TO MATC.H l"OSTS AFTER INSTALLATION, C.AULK TO SEAL. @ I 1/::2" 5a. i1.JBULAR STEEL TOP, BOTTOJvl, AND SIDE RAILS. 16 6A. MIN. @ 5/e>" 5a. TUBULAR STEEL PIGKETS • 4" O.C,. MAX. 1e, 6A. Jv!IN. @) C.ONCRETE FOOTIN6, ::2500 PSI 111 ::2e, DAYS, (SLOPE TOI" OF FOOTIN6 TO DRAIN Av-IA"!'" FROM POST). @ LOCKIN,:5, MECHANISM AS APPROVED BY OV'INER. @ (9) SELF CLOSIN6 STEEL HIN6ES PER G-ATE MANUFAC.TURER. (J) FINISH 6RADE . @ APPROVED C.OJvlPAc.TED SIJ6cSRADE PER STRUCTURAL SOILS REPORT. NOTES, TUSULAR STEEL NOTES, I. ALL STEEL SHALL 6E DOMESTIC. MADE COLD-ROLLED STEEL. 2. AFTER PANEL FASRICATION, e.RIND ALL IAIIELDS TO BARE METAL AND COAT IAIITH NO. 921 FR.OLINE COLD G-ALVANIZIN5 OR APPROVED EQUAL. ' 3. ALL FAINTIN5 SHALL SE SHOP APPLIED. FIELD FAINTING-IAIILL BE PERMITTED ONLY ON CAPS, FINALS AND SCRATCHES. 4. FINISH SHALL BE A 0.2 MIL COAT OR METAL PRIMER AND A 2.0 MIL COAT Of FRAZEE 'AEROFLATE' ENAMEL. COLOR TOO SHALL 6E SLACK. S. SEC.URE PANELS TO POST USING-SLIDING-MOUNTIN<S TABS AND TEK SCREIAIS. SEAL ALL CONNECTIONS IAIITH SILICONE. DO NOT FIELD IAIELD PANELS TO POSTS. 6. IAIHERE REQUIRED, SEC.URE PANELS TO MASONRY IAIALL IAIITH A S/8" DIA. LAG BOLT AND MASONRY ANCHORS. SILICON SEAL ALL JOINTS. I. FIELD J,',IELD PANELS TO !"OST -C-LEAN l"IELD TO BARE METAL, APPLY I'll.UST RESISTANT PRIMER C,OATS AND PAINT TO MATC-H P05TS. ::2. SEE TUBULAR STEEL NOTES SHEET LC-5e. , C, • ol' ~ cl u ' • • N ~ N 4 ri. • _J . II) \) = () I in = C) I N (D TUeuLA"-5TEE!L FE!NC-E. Ftl'.:Fat. TO DE:TAIL D, THIS SHEET. @ 5• sa. TUBULAR STEEL ELl:C,TROPLATED 6ALVANIZW POST, 16 6A. MIN. - 5"XS" PLASTIC, CAPS ON POSTS SHALL BE PAINTED TO MATC-H P05TS AFTER INSTALLATION, C-AULK TO SEAL. @ (5) SELF C-LOSIN,:5, STEEL HIN,:5,1:S PER <!,ATE Jv!ANUFACTU"-ER. @) ::2" sa. TUBULAR STEEL TOP, BOTTOM, AND SIDE RAILS. 16 6A. MIN. @ 5/e" sa. TUBULAR STEEL PICKETS • 4" O,C,, Jv!AX. 1e <!,A, MIN. @ LOC-KIN6 MECHANISM AS iAIPF"'-OVED BY OJ,',!NEl'I!.. (J) FINISH <:!,I'll.ADE. @ C,ONC-RETE FOOTIN,:5,, ::2~0 PSI • ::2t!> DAYS, (SLOPE TOI" OF FOOTIN<!, TO DRAIN AJ,',!AY FROM P05T). NOTES, I. FIELD Y'ELD PANELS TO POST -C,LEAN Y'l!!:LD TO eARI: METAL, APPLY RUST RESISTANT PRIMER COATS AND PAINT TO MATC-H 1"05T5. ::2. SEE TUBULAR STEEL NOTES SHEET LC--5e.. DELORENZO INCORPORATED 1111111 TUBULAR STEEL EMERc:,ENC.Y VEHICLE c:,ATE Planning Landscape Architecture NO SCALE DATE INITIAL ENGINEER OF WORK -1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 -05-019-01 - SHEETLC-2 APPROVED FOR PLANTING 11 AS BUIL T 11 AND IRRIGATION ONLY, INCI,UDING PRECISE TITL.E DATE LOCATION OF PLANTING REVIEWED BY, AREAS. INSPECTOR DATE I SHjET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 2 Construction Details for: Cassia Heights Family Housing APPROVED C) y~ //-¥OS- ASSISTANT PLANNING DIRECTOR DATE DWN BY: DLI PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MZ REVISION DESCRIPTION SDP 02-13 4332L OTHER APPROVAL CITY APPROVAL RV'wD BY, MYLAR 10-31-05 -® CONCRETE MO~ CURS NO SCALE (i) CONCRETE MOl"\IN5 CURB 11'\/ 1/2" TROl"\ELLED EDGES. AND MED. BROOM FINISH. @#4 BAR CONT. (TYP.) @ FINISH e.RADE OF TURF. G) FINISH 6RADE OF PLANTINe. BED/MULCH. @) UNDISTURBED NATIVE SOIL OR C.OMPAC. TED SUBe.RADE AS DIRECTED BY THE GEOTEC.HNIC.AL ENGINEER. @ SCORE JOINT DEPTH, I INCH. PROVIDE A I" 11'\IDE X I" DEEP OPENIN6 SLOT FOR DRAINAGE AT LOI"\ SPOT. NOTE, • PROVIDE EXPANSION JOINTS (!!) 90' O.C. AND 5C-ORE JOINTS (!!) 10' O.C. • CONCRETE SHALL EIE 2000 P51 (!!) 2e, DAYS • . . N ------------12 ,W,Jll,,;ill, , , ml!J lllw e,• --®F :roT-LOT AREA CURB NO 5CAL.E (i) CONCRETE FLAY AREA 4 CURB. 11'\ITH MED. BROOM @ #4 BAR CONT. TOP AND BOTTOM (TYP.). @ #9 REBAR STIRRUP (VERT.) @ ADJAC.ENT C.ONC.RETE SIDEl"{ALK. @ PLAY SURFAC.E l"INISH 5RADE @ -=15% COMPACTED SUBGRADE. SLOPE 296 TO DRAIN. G) 1 /2" TROl"\ELLED EDGES. @ EXPANSION JOINT. @ FINISH 6RADE AT PLANTING AREA. NOTES, I. PROVIDE EXPANSION JOINTS (!!) 90' O.C. AND SC.ORE JOINTS. 2. C.ONC.RETE SHALL BE 2000 PSI (!!) 2e,o DAYS. DATE . z N--I: • ,Q (i) FIBAR PLAYGROUND SURFACE MATERIAL-12" MIN. DEPTH @ BASE SOIL COMPACTED TO <:!!596. @ FILTER FAEIRIC. -MIN. OVERLAP 12". @ 9/4" CRUSHED, DOUBLE l"{ASHED, DRAINAGE ROC.K. @ 4" PVC PERFORATED PIPE PER PLAN. MIN. 9" OF ROCK AROUND ED6E Or PIPE. @ UNDISTURBED SOIL OR COMPACTED SUB 19A5E -@G PLAY 51.JRFACE DRAINAc::iE NO 5CALE .. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH~ET I "AS TITLE REVIE\./ED BY• INSPECTOR DELORENZO INCORPORATED 11111111 Planning Landl!!lcape Atdrltecture -1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 -05-019-01 - SHEETLC-3 BUILT" DATE DATE CITY OF CARLSBAD ~ 2 PLANNING DEPARTMENT Construction Details for: Cassia Heights Family Housing APPROVED ,--n,n /1-L/-QS: V ASSISTANT PLANNING DIRECTOR DATE OWN BY: !lLI PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: MZ 4332L SDP 02-13 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\./D BY• MYLAR 10-31-05 • ' • r1----_________ -,.. ,....,.,, r.,' J I= I= I = I= j'g,_ I-I- ~b I '--WALL CAP Pm LANDSCAPE / ARCH. PLAN 8" CONC. MAS. (I'm • 1500 pti) PART/ALLY GROUTED O J2' W/ /5 0 J2' VERT. & /4 0 32" 1-/0RIZ. (NO SPf:C. INSP. R£Q'D) Jg,_ LJ TYPICAL SITE WAL t .-----_,r..., t-----------+ J . ~wALL CAP P!R LANDSCAPE / ARCH. PV,N 16"x16" CONC. MAS. PIIASltR (f'm • 1500 psi) FULLY GROUTfD W/ (4) /4 VfRT. & /4 TlfS O 24" (NO SPEC. /NSP. RfQ'D) J" ·., 3• _,:_~.J. -f-#--::'.__ -I ··---1 I 1---·-I __ , ',---1110=: -1 I 1: ' ~ I I ' ~~~-!)fi_,,,'_I_I (;l_l I ----1 -11 • / ~ DOWfL.S TO MATCH ... -..... •-, I'_ VERT. RE/NI'. r/,\ I-, I Ii -, r '-CONC. PffR W/ , /4 TIES O 12" -( > + ... , ... , ~~;;__j -L ______ ____.'.,,,i I. I. TYPICAL PIL4$TER WSONRYHOT£S 1. ALL BLOCK UNITS SHALL BE GRADE "N" HOLLOWCORt, MEDIUM Wf/GHT UNITS CONFORMING TO ASTM C-90, LATEST REVISION, WITH A MAXIMUM SHRINKAGE OF .06Jr FROM THE SATURATED TO OVE:N-DRY CONDmON. r'm TO BE f:STABLISHED PER UBC SECTIONS 2105.3 wrrH REF"ERENCE TO 2105.J.J . THE MINIMUM COMPRESSIVE: STRENGTH AT 28 DA'IS SHALL !IE AS LISTE:0 BELOW: DESIGN STRE:NGTH fm' A. 1,500 PSI BLOCK UNIT NET STRENGTH 1,900 PSf GROUT STRENGTH 2,000 PSI MORTAR TYPE: M OR S PRISM TEST YE:S Sl'ECW.. INSPECTION AS!M C-90 NO 2. MORTAR SHALL 8£ F'RE:SHLY PREPARE:0 AND UNIF'ORMLY MIXED AND IN THE' FOLLOWING RATIO ff( VOLUME: TYPE M MORTAR: TYPE S IIQRTAR; ONE PART PORTLAND CEMENT ONE PART PORTLAND CE:M£NT 1/4 PART LIME PUTTY 1/4 TO 1/2 PART LIME PUTTY DAMP LOOSE AGGREGATE: NOT LESS THAN 2-1/4 DAMP LOOSE AGGREGATE: NOT LESS THAN 2-1/4 AND NOT MORE THAN J TIMfS THE SUM OF THt ANO NOT MORE THAN J TIMES THE SUM OF" THE VOLUMES OF THE CEMENT AND LIME USED. VOLUMES OF TH£ CEMENT AND LIME USED. J. GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOLUME:: ONE PART PORTLAND CEMENT, TWO PARTS PE:A GRAVEL, THREE: PARTS SAND, AND SUFflCIENT WATER SHALL 8£ ADDED TO PRODUCE A CONSISTENCY F'OR POURING WITHOUT SE'GREGATION OF GROUT CONSTITUENTS AND NON-SHRINK YIELD. 4. SEE "CONCRET£ NOTES" FOR ASTM SPEC/flCATION OF REINFORCING STEEL. 5. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMET£RS FOR TYPICAL REINFORCING OR 2' -o• MINIMUM AND 48 BAR DIAME'TERS FOR ALL JAMB BARS. 6. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" UNLfSS CLEANOUT OPENINGS ARE' PRO\IIDE:O AT THE BOTTOM OF CELLS TO BE flLLE:O. 7. MINIMUM GROUTING: FILL ALL CELLS, UNLESS OTHE:RWISE: NOTE:O. B. WHERE SPECIAL INSPECTION IS SPEClflED, CONTINUOUS INSPECTION IS REQUIRED F'OR ALL MASONRY. THE SPECIAL INSPECTOR $HALL BE RESPONSIBLE FOR: -VfRIF1CA110N OF f'm SHALL BE 8Y MASONfr'f PRISM TfSTIHG OR PRISM TfST RECMOS Pal U!IC 2105.J.2 OR 2105.J.J -Vf'R/FJCATION OF INITIAL PIACE:ME:NT OF IMSONf!Y UNlrS FOR OPfN END UNITS OR P!J,CE:MfNT OF' ALL UH/TS roR CLOS£D END UNITS. -VERIFJCATION OF R£/NFORC6/E:NT SIZE AND PIACE:ME:NT P/11/0R TO EACH GROUT OPEIIATION. -INSPECTION OF GROUT SPACE PRIOR TO GRDUT OPERATION AND MONITORING OF GROUT PU.CE:MENT AND CONSOLIDATION . 9. WHEN SPECIAL INSPE:C110N IS NOT R£QU/RfD, A LEITfR OF' CE:RTIF1CATION FROM THE: SUPPUal OF THE MATERIALS SHALL BE DELIVERED TO THE JOB S/Tf VfRIFl1NG THE MATERIAL PROl'fRTlfS COMPLY wrTH THE SPECIF1£D CONSTRUCTION EITHER 8Y PRISM TESTING OR UNIT STRENGTH METHOD. TESTING DURING CONSTRUCTION IS NOT R£QUIRED. 10. NO COLD JOINTS AR£ PERMITT£D UNLESS SPECIF'ICALL Y DE'TAILE:O. 11. ALL GROUT SHALL HAVE A WATER REDUCING ADMIXTURE APPROVED 8Y THE ENGINEER ADDED PER MANUFACTURE'R'S SPECIFICATIONS. 12. VERTICAL CELLS TO BE flLLED SHALL HAVE VERTICAL ALIGNMENT; NIY OVERHANGING ftlORTAR OR OTHER OBSTRUCT/ON OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 13. THE SURFACE OF FOOTING OR SLAB AT THE GROUTED WALL JOINT AT THE' FtOOR LINE SHALL 8£ ROUGHENED BY AN APPROVED ME'THOD PRIOR TO STARTING CONSTRUCTION OF THE' MASONRY ABOVE. 14. ALL GROUT SHALL BE: CONSOLIDATE:O AT THE TIME OF POURING ff( VIBRATING WITH A J/4" VISRAT01' WfTHIN THE CELLS 8£/NG POURED. 15. PROVIDE 1 / 4 • MINIMUM CLEARANCE F'ROM INSIDE FACE OF' BLOCK MASONFIY CELLS AIID MINIMUM OF ONE: BAR D/AMET£R, BUT NOT LESS THAN J/ 4" CLEAR DISTANCE BETWEEN PARALLEL BARS. 16. REF'E:R TO ARCHITECTURAL FOR BLOCK FINISH, AND MOLDS. ORNAMENTS, CLIPS, OR GROUNDS TO BE SIT IN MASONRY. ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE CAST--fH-;ftl.ACE CONCRE.TF NOTES 1. ALL CONCRET£ FOR THE STRUCTURE SHALL HAVE THE FOLLOWING ULTIMATE COMPRESS/VF: STRENGTH (r'c) AT THE AGE OF" 28 DAYS UNLESS NOTED OTHERWISE:: F'OUNOATION f'c 2500 pol D(NSID'. 145 pcf MIIJ//A/VII W/c .55 RE;/MRl<S 2. 1'£/NFORC/NG !!MRS SHALL CONFORM TO ASTM A-615, GRADE 60 FOR /4 AND LARGER. #J AND SMALLER BARS MAY BE EITHER GRADE 40 OR GRADE 60. WE:LDED REINFORCING BARS SHALL CONF'ORM TO ASTM A-706. J. ALL CONCRET£ MIXES SHALL BE DESIGNED ff( A RECOGNIZED TESTING AGENCY AND Al'PRO\IE:D ff( ff STRUCTURAL ENGINEER. 4. COMPRESSIVE STRENGTH TEST REPORTS SHALL 8£ SUBMITTED TO THE BUILDING DEPARTMENT AND THE STRUCTURAL ENGINEER. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF' CONCRETE SHALL BE TAKEN NEITHER LESS THAN ONCE: A DAY NOR LESS THAN ONCE FOR E:ACH 150 CUBIC YARDS OF CONCRET£ OR FOR EACH 5000 SQUARE FEIT OF" SURFACE AREA PLACED. THE MOST STRINGENT OF' THESE: CRITERIA SHALL APPLY. 5. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL 8E THE FOLLOWING: FOUNDATIONS AND MASS CONCRETE SLABS ON GRADE: SLABS, STEMS, OR WALLS 9• OR LESS 1 112· 1· 3/4" 6. PORTLAND CEMENT SHALL CONFORM TO ASTM C-1 SO, TYPE: II. TYPE V TO 8£ USED FOR CONCRETE: IN CONTACT WITH EA/?TH OF/ B£LOW GRADE . 7. ALL AGGRE~TE' SHALL BE FROM ,I PROVEN NON-RfACTIVE: SOURCE AND SHALL CONFORM TO ASTM C-JJ. COARSE AGGREGATE SHALL BE "HEAVY MEDIA" PROCESSED. f/Nf AGGREGATE SHALL BE WASHED CONCRET£ SAND. AGGREGATE' FOR SLABS ON GRADE SHALL BE LOW ABSORBTION MATERIAL (~1.0%). AND UNIFORMLY GRADED. SUBMIT AGGREGATE' SPECIFICATION WITH CONCRET£ MIX DESIGN. 8. WATER SHALL IJE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALIS, OR ORGANIC MATERIALS. 9. CONCF!Err MIXING OPERATIONS SHALL CONFORM TO ASTM C-94 10. ADMIXTURES CONFORMING TO ASTM C-494 AND C-1017 MAY Bf USED WITH PRIOR APPROVAL OF STRUCTURAL E:NGINEE:R. CALCIUM CHLORIDE SHALL NOT BE usm. 11. THE MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHfS FOR FOOTINGS, SLAB ON E:ARTH ANO MASS CONCRET£, 5 INCHES FOR OTHE'R CONCRETE:. DURING AIR TEMPE:RATURfS ABOVE 80 DEGREES FAHRENHE:JT, A MAXIMUM OF 6 INCHES OF SLUMP IS PERMISSIBLE PROVIDED THE MIX OfSIGN IS REV/5£0 ACCORDINGLY ff( THE TESTING AGENCY. ME:ASURE SLUMP IN ACCORDANCE WITH "ME'THOD OF TESTING SLUMP" OF PORTLAND CEMENT CONCRET£, ASTM C-14J. 12. UNLESS SHOWN OR NOTE'D OTHERWISE, CONCRET£ COVE:RAGE FOR REINFORCEMENT SHALL CONFORM TO UBC SECTION 1907.7.1 FOR CAST-IN-PLACE CONCRE'Tf. 13. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS Sl-«LL BE WE:LL SECURED IN POSITION PRIOR TO PLACING CONCRETE. NO REPOSmONING DURING CONCRET£ POURING IS ALLOWE:O. STRUCTURAL ENGINEER/NC SOLUTIONS . Scuthtm Callfomla Offloe 45901 Sandia Creek Drive Phone: 909.e99.2eee Temecula, CA 92590 Fax: 909.699.2655 Copyright @ 2005 by Structural Engineering Solution, DELORENZO INCORPORATED 1111111 Planning Landscape Architecture -1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 - 05-019-01 - ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT'' TITLE _______ _ DATE REVIE'w'ED BY: INSPECTOR DATE t----t----+----------+.---+----1-------1-------1,•.l stt ~ET I CITY OF CARLSBAD ~11 :==='--'===P:::L::::A::::N::::N::::IN:::G::::::D:::E:::P:::::A:::::R:::::TM:::E:::N::::T==::::::'._!:~=== DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Structure Details for: Cassia Heights Family Housing ASSISTANT PLANNING DIRECTOR DWN BY: DLI CHKD BY: MZ RVw'D BY,------ MYLAR 10-31-05 PROJECT NO. SDP 02-13 /1-1-1-os DATE DRAWING NO. 4332L i I A-10 :24.8 i ' I I i ' I A-II I" 21.2 A-12 1-1/2" :JO.I I I "' 0 I I I '1___,--EXISTIN<:S> 12" REC.YC.LED V'IATER LINE - - I " I I i ' / ' AS-BUILT INFORMATION AND DIMENSIONS SHOV'IN ON THIS DRAV'IIN6 HAVE BEEN PROVIDED BY NISSHO OF CALIFORNIA, INC.. LANDSCAPE CONTRACTOR AND ALL61RE GENERAL C.ONTRACTOR, INC. DELORENZO INCORPORATED MS NOT PRESENT AT THE SITE DURING THE INSTALLATION DATES FOR THE IRRIGATION SYSTEM AND V'IAS NOT ABLE TO OBSERVE UNDER<:S>ROUND C.ONDITIONS AND INSTALLATION. THEREFORE, DELORENZO INC.ORPORATED DOES NOT ASSUME RESPONSIBILITY FOR INSTALLATION OR AC.CURACY Of THE DIMENSIONS PROVIDED ON THIS DRAV'IING, THE AS-BUILT DRAV'!IN6 il'IAS ONLY REVIEY'lED FOR APPROPRIATE DIMENSIONING OF IRRIGATION EQUIPMENT ONLY. CONCRETE CURB PROP05A.L FC\R LOCATION OF THI~ EGl:JIPTMENT \ CORNER OF BLD<:S>. : 6UILDINC$, 4 i --· FAC.E OF CURB -MAINLINE IS LOC.A Ti::D IN PLANTIN<:S> AREA 6"-"l" FROM THE BACK · OF THE C,UR!if\\ 3: :i •SEE SHEET LV'l-1, DRAV'!IN6 #2 FOR REGYGLED V~ATER NOTES. •SEE SHEET Ll-2, DRAYIIIN6 #B FOR IRRIGATION CALCULATIONS .$ DETAILS. • SEE SHEET Ll-3, DRAYIIING #Cl FOR IRR.IGATION DETAILS. •SEE SHEET Ll-4, DRAV'llN6 #10 FOR IRRIGA.TION NOTES I.I GENERAL SPECIFICATIONS. 0 10 20 40 I I I SCALE, 1"=20'-0" NOTES: 2. CONTROLLER SHALL BE RAINBIRD. MOD. # ESP-24MC , 24 STATIONS. CONTROLLER SHALL BE v-lALL MOUNTED AND INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LE6END FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRIC-AL POC SHALL BE CONFIRMED V'!ITH I. POINT OF CONNECTION SHALL BE A I 1/2" DESIGNATED IRRl<:S>ATION RECYCLED V'IATER METER V'IITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOC.ATION, SIZE AND r"IATER PRESSURE IN THE FIELD PRIOR TO STARTIN<:S> il'IORK. IF ANY OF THE POC. JNFORMATION SHOl"IN ON THESE DRAV'!ING 15 FOUND TO BE DIFFERENT THAN THE ACTUAL FOC INFORMATION <:S>ATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSC.APE ARC.HITEC.T. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC. INFORMATION ANY C.HAN<:S>ES REQUIRED BY LOl"I PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. v-lATER PRESSURE AND HYDRAULIC. i::,RADELINE INFORMATION il'IA5PROVIDED BY RIC.HARD <:S>OEDERT V'IITHTHE CITY OF CARLSBAD (160-602-2164). OV'lNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENC.IN<:S> il'IORK. 5. MAINLINE SHOl"IN V'llTHIN PAVIN6 FOR CLARITY ONLY, AC.TUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HAR.DSC.APE AND OTHER OBSTAC.LES TYP. AND OUT OF R.O .V'l. RECYCLED V'IATER 15 REQUIRED CARLSBAD MUNICIPAL r"IATER Dl5TRIC.T HYDRAULIC. GR.ADELINE (HGL) = ELEVATION 920 V'lATER METER ELEVATION= 920 Hl<S>HE5T POINT @ THE SITE = ELEVATION 521 AVAILABLE Y'!ATER PRESSURE = (::,e,4-521) X 0.455 = 24.1 PSI 4. C.ONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO AC.C.OMODATE ANY VERTICAL OBSTRUC.TIONS THAT MAY OC.C.UR, INC.LUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT il'IITH OV'INER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCIN6 v-lORK. DESIGN V'!A TER PRESSURE = 12 PSI MAXIMUM SYSTEM DEMAND = 45 <:S>PM A PUMP 15 REQUIRED -SEE SHEET Ll-2 FOR PUMP DETAILS SPEC.IFIC.ATIONS AND PRESSURE LOSS C.ALCULATIONS ..L. Point or Connection (Rec.ye.led) ---------------------------wA V'later Meter and Servic.e Line per C-lt~ Standard,; NIA Electric. Remote Control Valve -Rainbird PEEl-NP-HAN D/Ll-5 Master C.ontrol Valve -Rolnbird -EFB-CP-PRS SERIES -2" Size IA!/ SOL-ADA opticm B/Ll-5 Reduced Pressure Bac.ld'lo!A! Preventer -FEBCO 825Y (Cit~ Approval Is Required Prior to Deliver~ to the Site $ Installation). @ Automcitlco Irrigation C.ontrollers -Roinbird ESP-24 MC. Stations ¥'loll Mount in 55 Enc.lo,;ure --A/Ll-5 Rain 6auge -Hunter V'lirele,;s Rciin-Clik -----------------------A/Ll-9 4 D/Ll-2 Boll Valve -Y'lilklns 850 SRS -Line Size k/Ll-5 Qulc.k C.oupler -Nelson -i645 F/Ll-9 Booster Pump -lrrlboost b~ Barrett A/Ll-2 Pressure Mainline -Purple Pipe Class 915/Sc.h 40 PVC. (See Spec.lflc.otlons) 6.iH/Ll-9 ---Non-Pressure Loterol Lines -Purple Pipe C.L 200 PVC. G4HLl-9 ===== Sleeves -See Note Belo!A! <:S>/Ll-5 A-24 Controller Station Number 1-v2" Remote C.ontrol Valve Size 50.o --Gallons Per Minute (Flo!A!) 5LEEYINIS NOTE, SLEEVES SHALL 6E AS FOLLOV'lS, UNDER VEHICLE PAVIN,:';, INSTALL MAIN, Y'ilRIN,:'; 4 LATERALS IN SEPER.ATE PVC. 5C-H. 80 5LEEYES J/11/ BO" GOVER UNDER PEDESTRIAN PAVIN6, INSTALL MAIN 4 JIIIIRIN6' IN SEPER.ATE PVC SCH. 40 SLEEVES J/11/ 18" COVER UNDER PEDESTRIAN PAYIN,:';, INSTALL LATERALS IN SEPER.ATE PVC. SC.H. 40 SLEEVES J/11/ 12" COVER IRRIGATION LEGEND FOR SPRAY DELORENZO INCORPORATED 0.. :::, D' IL I ~ ~ _j 7 0.. \\1 ~ D {) QI -{ IL ll' SHRUB SPRAY HEAD A Ii\ I\ A 12' ' - 8 Lt 6 &. 12' ' - G 0 0 0)) 12' ' - [3 IZJ □ IS2l 1211 - ---!"'I 1211 - TURF SPRAY HEAD -6 ,J:,. • ~ 4" - -6 £ ... 11 4" - ~ f) • 0 4" - ['l II"] II g 4" - ---0 4" - 6PM Model PSI Rad Q H F Dtl. 5ht. RAINBIRD 1812-SAM-PC-S-5 so 5' .I .2 .4 E/LI-S RAINBIRD 1812-SAM-PC.S-8 BO I:>' .B .5 1,0 E/Ll-9 RAINBIRD 1812-SAM-PC,S-12 so 12' ,1 1.9 2h E/Ll-9 RAINBIRD 1812-SAM-PC.S-15 BO 15' ,Gf l."i B.i E/Ll-9 RAINBIRD ll:>12-SAM-PC.S-EST so --Ohl E/LI-B RAINBIRD ll:>04-5AM-PC.S-5 BO 5' .I .2 .4 E/LH3 RAINSIRD 1e,04-SAM-PCS-U-8 so 8' .B .5 1.0 E/LI-S RAINBIRD 1804-5AM-PC.S-tH2 BO 12' .i 1.9 2h E/Ll-9 RAINBIRD 1804-SAM-PC.5-U-15 SO 15' ."i I. "i 5.i E/LI-B RAINBIRD 1804-SAM-PC.5-18-V ,lilt() 18' 1.9 2.i 5.9 E/LI-S APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . 11111111 Planning Landscape Architecture 1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 05--019-01 SHEET LI-1 REV!Ev/~ BY, ·:: tf.dvl 4:-E::\LolL· 3-c;.c,7 1--7,-T------------------------------~--------~----------------J;--------.r--------r--------x------~r;::==~=IN=S=P=E=CT=□=R=========:::::DATE f-,,_-·_-,_-.. +,L----·-_-l-"------------..jf.-------,i-----1----l---l I SH6ET. I CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 12 ~==='-===========-'====; Irrigation Plan & Legend for: Cassia Heights Family Housing -·----'----+--------·--------,---+---+----+---+----! ~=.===::::,=3~===~==========~ APPROVED ~-,.,/1 ___ v~1 /~~1w,.,,,,_» _____ 3-c;,~7 1----+----+-------·----------l~---+------+---+----1 ::;A:;'S:;'S=IS~T==A:'::N:::T:::==PL:::A:'::N:'::N;';IN=:G::::::'D':::IR:=E:::C:::'T:::□:::R====::;;:=:=::D:::A:::T:::E==: OWN 8Y1 DLI PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: MZ SDP 02_ 13 RVVD BY, AS-BUILT SHEET 1 OF 1 2-28-07 DRAWING NO. 4332L -· --lh! --, ----r,---- f "J 1. CLOSE-COUPLED CEN1RIFUGAL PUMP, CAST IRON BRONZE FITTED. 2. NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION. 3. BRONZE 1 / 4 TURN BALL VAL VE 4. BRONZE NON-ADJUSTABLE FLOW SWITCH. 5. _L INCH TYPE "L" COPPER. 6. BRONZE UNION ADAPTER. 7. PRESSURE GAUGE, LIQUID DAMPENED. 8. MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP. CJ -• 9. S1RUCTURAL ALUMINUM BASEPLATE. 10. BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE WRAP 11. BRASS 90 DEG. ELBOW. 12. PVC SCHEDULE 80 MALE ADAPTER. 13. CONCRETE THRUST BLOCKS _1,_§_ CUBIC FEET MINIMUM. 14. _ _§_ INCH THICK CONCRETE PAD, ASTM C-94, ACI STD 318-83 MIX, 2500 PSI RA TED 15. MAIN POWER CONDUIT. 16. IRRIGATION CON1ROLLER SIGNAL CONDUIT. BOOSTER PUMP ASSEMBLY 1.1 Simplex water pressure booster system as designed and fabrtcated by Barrett Engineered Pumps. The system shall be a completely prefabricated system with pump, piping, electrical and structural elements. 1.2 Pump shall be: 1.2.1 Single stage end suction close coupled centrifugal, cast iron bronze fitted construction, equipped with mechanical shaft seal, back pullout design. Impeller shall be keyed and locked to the shaft with a hex head impeller nut and washer. Pump shaft shall be high strength S.A.E. 1045 carbon steel protected in the stuffing box area by a replaceable bronze shaft sleeve. Pump shall be directly coupled to a C -face electric motor. 1.3 Electric motor shall be of the squirrel cage induction type suitable for full voltage starting. Motor shall be ODP to aid in cooling. Electric motor shall be rated for continuous service. The motor shall have horsepower ratings such that the motor will carry the maximum possible load lo be developed under the designed pumping conditions and not overload the motor beyond the nameplate rating of the motor. Motor shall have a 1.15 service factor. The motor shall conform to the latest NEMA Standards for motor design and construction. 1.4 Pump Control Panel shall have a NEMA 4X plain front non-metallic enclosure with padlock latches. Includes power and c ontrol resetable thermal circuit breakers, heavy duty magnetic starter with adjustable overload protection, Hand-Off-Auto switch to select mode of operation, and heavy duty numbered terminal strips for power and control wiring lead terminations. 1.5 Metal oxide varistor protected pump start relay(s) Incorporated in panel to start pump with signal from each irrigation controller. 1.6 All system piping shall be type "L" copper. All fittings shall be copper or brass, with unions or flanges to allow for system disassembly or major component removal. System shall incorporate an integral full pipe size bypass line with isolation valve to allow for pump removal and repair without disrupting water supply to system. 1.7 Isolation valves shall be all brass quarter tum ball valve s with hard chrome ball on lines 2" and less. Isolation valves shall be lug style butterfly valves with Buna -N elastomeric seats, ductile iron nickel coated disc. and stainless steel stem with handle and 10 position galvanized memory plate on lines 2½" and greater. 1.8 Gauges shall be 2½" diameter face, glycerin filled with stainless casing and brass internals. 1.9 Flow activated paddle style magnetically coupled flow switch, sensitive to flows as low as 1 fps, mounted on piping and interconnected to lime delay relay to shut down pump on no -flow conditions, time delay relay adjustable from Oto 5 minutes. 1.10 Pump system shall be mounted on a structural aluminum skid with mounting flanges on front and back to allow for mounting of skid to concrete pad. Skid equipped with pipe support on suction and discharge piping. All nuts and bolts and washers to be heavy zinc coated steel on skid and piping. Skid shall include mounting hardware for integral aluminum enclosure. BARRETT ENGINEERED PUMPS ~,. -"°· Cassia Hei hts -Carlsbad 11 .. 6 oo 1.11 The system enclosure shall be vandal and weather resistant, marine grade aluminum alloy 5052-H32 construction with rectangular punchouts for viewing and heat dissipation. The enclosure shall be low profile hinged top design with padlock provision. The cover shall be secured to the concrete pad with stainless steel hardware. 1.12 The services of a factory representative or trained service professional shall be made available on the Job site to check installation and perform the startup and instruct operating personnel. A startup report containing voltage and amperage readings, suction and discharge pressure readings, estimated flow conditions, and general operating characteristics shall be submitted to the Owner. SCALE PROJECT: CASSIA HEIGHTS • CARLSBAD SYSTEM DESIGN PARAMETERS BEPC610A-5-2-2 45GPM SHEET July 14, 2005 82PSI 21NCH System Model Number Sys1em Design Flow Rate System Design Pressure System Piping Slze 24PSI 230VAC 1 PHASE60HZ Minimum Suction Pressure System Electricl Voltage System Electrical Phase and F:mquency C610AMBF 45GPM 140 FEET Pump Model Number Pump Capacity (GPM) Pump Total Head (Feet) 5HP 3500RPM 28AMPS Pump Horsepower PwnpRPM System Full Load Amperage B005TE~ PUMP DETAIL 1. 13 Four sets of operating and maintenance manuals shall be provided to the owner after startup and shall include parts manuals for major components, performance curve for pump, general sequence of operation, and electrical schematic for control panel. A NO SC.ALE IRRl600ST -SY SARRETT ENcSINEERED PUMPS· 16<!5 NATIONAL AVE.· SAN DIEcSO, C.A "l:2911 · C.ONTAC.T, C.RAlcS SARRETT o (bl"!) :29:2-,e,t,; CD STREET S~F'AC.E. @ POTABLE 51::RVIC.E LINE (SEE IMPROVEMENT DRA,.,.IN6S) @ 1:2" MIN. REGUIRED YERTIC.AL SEPARATION. @) REC.Ye.LED Y'IATER IRRle'>ATION MAINLINE J."4ITH SLEEVE @SLEEVE. NOTE, ALL REC.YC.LED Y'IATER IRRliS-ATION PIPE AND SLEEVES SHALL 6E PURPLE AND LABELED AS SPECIFIED IN, "THE C.ITY OF C.ARLS6AD STANDARD SPEC.IFIC.ATIONS FOR PRIVATE IRRlc5oATION SYSTEMS" -"C.ARLS6AD REC.LAIMATION RULES AND REcSULATIONS FOR C.ONSTRUC.TION OF RECYCLED J."4ATER MAINS", OCT06ER 1"1"19. :24'-0' 10' MIN. TO POTABLE MAINLINE IN STREET NOTE, • N CD 5IDEY'IALK. @ C.UR.13. @ METER eox J."4/METER. @) POTA6LE SERVIC.E LINE. @ RECYCLED J."4ATER IRRlc5oATION MAINLINE l"I/SLEEVE. YER.TIC.AL CLEARANCE OF 1:2" MIN. 15 MANPATORY J."4HEN C.ROS5INc5o PATH OF A POTABLE J."4ATER LINE. INSTALLATION OF REC.YC.LED J."4ATER IRRlc5oATION MAINLINE :24" FROM FAC.E OF 5IDEJ."4ALK J."4ILL PROVIDE THE NEC.ESSARY 10' HORIZONTAL CLEARANCE FROM POTAElLE MAINLINE IN THE STREET. -@ POTABLE SERVICE LINE CR05SIN6 '-"' NO 5CALE ., : ~ATER PRESSURE ANAL Y51S (V'IOR5T C,A5E SC.ENARIO) IRRIGATION PRESSURE LOSS CALCULATIONS Project: Cassia Heights Location: City of Carlsbad, Califomia July !2, 200! Date: Job No.: 05-0!9-0l By: M_ Zaki Control Valve No.: A· 19 GPM: 40.1 Size: J l/2" A. SYSTEM HFAD GAIN OR LOSS Elevation at Source/Hydrau.Hc Gradient Level (Recycled) Elevation at Meter 384 320 Head Gain to Meter (Elevation Difference x 0.433) Elevation at Meter 27.7 320 327 Elevation at Highest Head Head Gain/Loss to Highest head (Elev. Diff. x 0.433) -3.0 24.7 10TAL SYSTEM PRl!SSURE B. PIPING LOSS SECTION Mainlines Lateral Lines 2 3 4 5 6 7 8 9 10 TYPE SCH40 CJ. 200 CL.200 CL200 Cl.200 CL200 CL200 CJ.200 CL200 CL200 CL200 SIZE 2" II 1/2" 3/4" 3/4" 3/4" 3/4" 1/4" 3/4" ACCUM. LENGTH GPM 570 39_0 8 39.0 6 9_9 IO 9_9 10 8.0 6 9_9 10 9.9 10 8_0 37 7.3 15 2.0 15 0_7 10TAL PIPING WSS LOSS IN PSI 6.3 0.2 0.1 o_ I o_ 1 0.3 0.4 0-3 0_9 o_o 00 -8.7 C. MISCELLANEOUS LOSS/GAIN ITEM Water Meter Bae kflow Preventet Gate/Ball Valve Master Valve Control Valve l 0% Fittings Loss SIZE I 1/2" 2" 2" 2 2" 1 l/2" 2-4 12 0_ I 1.4 2_8 LOSS IN PS! 2.4 12.0 0.2 1.4 2.8 -0_9 lll1,\L MISCELLANEOL'S LOSSES -17.9 D. SYS1EM PRF,~SlJRln.oss CALCULA'nON TOTAL SYSTEM LOSS (ll + C) -26.6 MINIMUM PRESSURE REQlITRED AT LAST HEAD 35.0 DESIGN PR&~SURE 61.6 TOTAL SYSTEM PRESSURE (From A Above) 24.7 RESIDUAL PRE5SllRE -36.9 Residual Pr-ts sure as a% of System Pressure -150% -------1:2 CD ROOF EAVE @ J."4ALL MOIJNT BRACKET @ VilRELE55 MINI-C.LICK RAIN SENSOR BODY Vi!TH TRANSMITTER @ RECEIVER @ RECEIVER GOYER @ J."41RE5 TO CONTROLLER G) 6UILDINc5o l"IALL NOTE;, INSTALL l"IIRELESS RAIN C.LIK IN AC.C.ORDANC.E J."41TH FACTURER'S IN5TRIJC.TION5. LANDSCAPE IRRIGATION ~ATER ANAL Y515 ANNUAL ANTICIPATED RECLAIMED i"IATER DEMAND '"l!Q.CGT INl"QRMAIIQN l"'ro J•et, e,.,..1c, H<,lght• l""'"IIY Hou•lrlg l"ro, J-•• 0!5-0I'!-0I Date, -lJNt 90, :2005 ey, M. Zal<.I P'QlltMJLA$ ANP Ql!l"IN1TIQN!! !"Oft.MULA, MAM ■ (ET0XO.e)(1.A)(o.&:i) FORMULA, EV'«! • (ETo)(Kc,)/1..A)(0.6:2) MAl'V< ■Ma><lmum ,t,pplled l'lot.,. All.,,,,onee El't! • l!!etlmat•d Y'later ~ (9allc:,n• per ~.,..) Eto • Evapotraieplratlon Rate Per Y •ar o.e • Ev"F""Vanoplratlon AdJuotment l"oetc:>r I.A • l.<:lnd•""f'• Area (Sq"""' l"...,t) KG • Cr-op (Plc,nt) Coe¥11elent 0.62 • Conv.r&lon Fae.tor for &ollona, ,-.,.. 5Gtvc::r• ?Root 0.6!5 • ln-19c,tlon En1eleney l"c,etor MAXIMUM Allf'Lll!P MIi!'! ALL011t'NGI!! £MAtYJ GALQB ATIQN enter eta, 4:2.80 Ent•r LA1 eueo M""""'• 660,8!5e 6ollon•M•ar :2.0!5 Acre l"eet 1 2 9 ◄ GoolS..-"""" -"'"""°""'' ~Tol..-.ri Tlrl 1\rl Ima,. 5.C. 9tW'ut» ' &J;,. KG 0-"0 OM! 01,0 0.'40 i:nt.reto, 42M '42.eo 42M 42M l:nt.rLA, ?'Iba 0 ll'.2'1O 16'100 l:l'tJ f,2M1 0 11'1/leb 11'1 , • -"""9 !trt.mt 6.G. Mlllgotlon 01'0 O.IO 42.&o 42M 0 0 0 0 TOTN. l:l'tJ (6al.M_.) '421,l,51 TOTAL. !!rt! (At.re f'e,o!,) I .,.. TOTAL. i'IAT!!llt &AVIN5! .,._ M,l,i'IA (kro l'Ht) 0.14 DELORENZO INCORPORATED 1111111 Planning Landscape A:rchltecture -1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 -05-019-01 - SHEETLI-2 ST AS RECOMMENDED 6Y MANU ADJU LOC.A RAIN MANU L DISTRl6UTOR. J."41RELESS APPROVED FOR PLANTING 11 AS BUILT" C.LIK SHALL BE AND IRRIGATION ONLY, / TRANSMITTER SECTION FAc.TURED SY HUINTER. INCLUDING PRECISE TITLE DATE -@D ~IRELES5 RAIN SE NO SC.ALE LOCATION OF PLANTING REVIEl</ED BY• N50~ AREAS. INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 2 Irrigation Calculations & Details for: Cassia Heights Family Housing " APPROVE£\ _y ,,. II-L/-00 ASSISTANT PLANNING DIRECTOR DATE DWN BY: DU PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MZ REVISION DESCRIPTION SDP 02-13 4332L ENGINEER OF WORK □THER APPROVAL CITY APPROVAL RV'-'D BY, MYLAR 10-31-05 IRRIGATION SHEET 3 OF 5 11'----- t, _ (D CONTROLLER -l'iALL MAOUNTED IN STAINLESS STEEL ENCLOSURE IAIITH LOCK. @ CONTROL IAIIRE. @ 1:20 VOLT l"llRE IN CONDUIT -5CH eo TO SUPPLY. @ COMMON l'ilRE. @ Rl6-ID CONDUIT (6-REY COLOR). @ FACE OF l'iALL. CT) FINISH 6-RADE. @ UF. DIRECT BURIAL l'ilRES TO REMOTE CONTROL VAL YES. @ ROOF EAVE. @ l"IIRELESS RAIN SENSOR FER DETAIL D, SHEET Ll-:2. @ l"llRES TO CONTROLLER. @ l"llRELESS RAIN C.LIK RECEIVER INSIDE THE CONTROLLER ENCLOSURE. NOTES, I. SEE INSTRUCTION MANUAL FOR MOUNTIN<S, INSTRUCTIONS. 2. ALL il'IIRIN<S> SHALL BE INSTALLED FER CODE. ~-120 VOLT FOll'IER TO ElE COORDINATED il'IITH ELECTRICAL EN<S,INEER. CD PLASTIC. VALVE SOX l"llTH PURPLE LOC.KIN6' LID. @ CONTROL V'IIRE V'IITH , @ SC.H. 80 UNION AND NIPPLES (TYPICAL). @ 4" MIN. PEA 6'AAVEL ® CD -lJl-150 l"'LASTIC. VALVE eox l"llTH 2'-t," EXTENSIONS AND @;) PURPLE LOC.KIN6' LID. ...,__....._.._~----~~) @ ~TERPROOF C.ONNEGTION$. ~"ffll°t~fu~•-+ @ MAIN LINE. -@ REDIJCIN6 COVPLIN6 AT DISTANCE EGlllAL m-TO !OX PIPE DIAMETER UPSTREAM FROM , FLOl'I SENSOR. @ I' IN ~f AREAS, 2" IN SIR.e AREAS. @ FINISH ISRADE. (J) EXTENSION. ~ @ ® -M-leOEIOX. REDIJC,IN6 C.Ol.l"L.IN6 AT DISTANCE EGlllAL TO SX PIPE DIAMETER DOVINSTREAM FROM FLOl'i SE~. @ 6" DEEP ::1/4' PEA 6AAVl:l.. SUMP. ® ffiO (2) C,ONDUC TOR SHIELDED CAl!!LE CONNECTION TO TRANSMITTER CD l"'LASTIC. VALYe eox I'll PURPLE LOC.KIN5 C.OVER. @ 2" IN SH!'WB AREAS, I" IN TURI" AREAS. @ PVC. SCH /!,0 Nll"'!"LE(LeN<!'oTH AS REQUIRED). @ 2X4 BRIC.I< OR C.ONC.RETE BLOC.KING. @ V'IATERTIGHT l"llRE C.ONNEC.TOF1.S. @ PVC. SCH 40 TEE (SxSxS) @ C.ONTF1.OL V'IJRES, BUNDLE AND OR ELL (5><5) ON MAINLINe. TAPE (V'l/24 MIN. EXTF1.A V'IIRE). r., 4" MIN F -A -~A'""L 4. INSTALL l"IIRIN<S> IN CONDUIT FROM CONTROLLER TO MAINLINE. (NOTE, CONTRACTOR TO COORDINATE EXACT LOCATION 24" EXPANSION C.OIL. @ FINISH GRADE. @ V'IATERTl6'HT C.ONNEC.TORS. (J) BRIC.I< OR C.ONC.RETE BLOC.KING. @ MAINLINE -SEE TRENC.HIN6' DETAIL. @ MASTER CONTROL VALVE. 10 X FIFE DIA. MIN. 5 X PIPE @ FLOf'I SENSOR. @ 6LACK. ~ RED @ @ REMOTE CONTROL VALVE. (SEE LE6END)~ · O ,c.r, G"'"'v'-· @ SOLENOID. ~ PVC. PRESSURE PIPE. (J) PVC. 5C.H /!,O UNION. @ DEPTH-SEE TRENC.HIN6 DETAIL @ PVC. SCH 40 FEMALE ADAPTEI'. (TYP.) NOTE, INSTALL C.H"-ISTIE IDENTIFICATION OF CONTROLLER l"IITH LANDSCAPE ARCHITEC. T) ~ C:.ONTROLLER IN eulLDINCS, ~ NO SC.ALE ~ ©-- --- @-TI- & ~ CD l"Ol"-IJ1D 51"RA'T' HEAD V'I/ PURPLE LID. @ FINISH GRADE. @ Sl"RA'T' HEADS TO BE 4" CLEAR Or ALL HARDSC.APE SURFACES. @ MANUrAC.TL!RED "O" RIN6 SV'IIN6 JOINT A5SEM6L '!'. LINE SIZE TO MATCH HEAD INLET. 5 @ PVC. SCH. 40 TEI:: 5x5xT OR ELL @ PVC. LATEAAL LINE, SIZE PER PLAN (J) DEPTI-i-SEE TRENCHING DETAIL @C.HECK VALVE Ir NEC.E5SAF1.'T' @HE16HT-SEI: IRRl6ATION LE6END -©1-----'-~....::O_;_P_•..::..:UP____;::S_;_P_;_AA.;;__;_:"l"_..;.._H=EAc....c.::...D ____ _ NO SC.ALE NOT!!, ,--------LO~ VOLTA6e ~I~, i, MAXIH.IM ~~:::=-----~1'1'1!!5 l"A~ THll!.O~H 6~ IN .l T1JElE' LID TO Al.LO~ LID TO CLOSE ~= -ru,f: LID Al"~ Vil1'1!' 15 IN!:>ERTED INTO 11JBE: -------l"OL. '( 11JBE -l"ILL.El:> ~!TH ~~01" oS,l:l. r----LOCK TA"5 l"Re\ll!:NT V'tl"I!: "1!:MOVAL ONCE: C.ONNeC. TOI'!. 15 INSEl'l.TeD !,C,OTc.HI.OK E:Ll!:C.11'1C.AL 51"1'-IN6 CONNeC-TOl'l.. V'tll'tl:!! !>HALL BE 1"1'-1!:-STl'!.ll"l"ED OF 1/.2" OF THE: IN5UL.ATION l"l'-101'!. TO INSEf'.TION l,:.U.,I INTO THE CONN£:C.TIOI'!.. Tl'IIST 1111 CONNl:C TOI". ONTO V'tl1'l=S TO SEAT FIRMLY. Sc:;OTCHLOK CONNec.TOl'l AND Vill"e!!\ 1-TeD INTO -ru,f: UNTIL THE CONNECTOI'!. PASSES LOCK TA5!!1 V'tl1'1: C.ONN!CTOI' !!\HALL !!II!! A ~ DeY 1'11'1!!CT -'( ~la KIT. KIT !!\HALL INCl.tJDe A 5C.OTCHLOK '( !!ll"lt!N<!lo CONN!!C.TOI', A l"OLYF't'lOPYU:NE: 11Je!! AND A ~~l"l'-OOF !!E:ALIN6 61!:L. ,,__ 9HAL.L !!II!! SUPPLIED l"f'.EFILLED V'IITH 6E:L. Dl"l!:CT !!!I.Jl'l.Y 51"LICE KIT SHALL 1!111! U!!\!!D TO et.ecTl'tlCALLY CONNl!!CT .2 -i, #14 OI'!. .2 #!::! l"l'-e-5Tl'tll"l'l:D C.Ol"PE!I!. Vil!l!.e!l. LAMEl'l. ~11'1!!5 OIi!. 61'l=ATE!I!. OOANTITIES OI" V'tl!l!.eS SHALL 1'l=GUl1'!= A LA!l!.61="-APPROYE:D V'IIRE C.ONN!!CTION. RGIIQN Yll!:I!'! -H,T,S. --0 Y'(IRE GONNE,G TOR$ NO SCALE e fs\ MASTER CONTROL VAL VE \.:::.) NOSCALf ---@ CD 10" DIA. "-OUND PLASTIC. VAL VE BOX Y'IITH PURPLE BOL T-DOl"lN COVER. @ 2" IN SHRUB AREAS, I" IN TUI'.!" AF1.EAS. @ QUICK COUPLER VALVE V'I/ LOCKING C.OYER, AC.ME THREADS (rOR Fi1.EC.YC.LED SYSTEMS). @ BRASS NIPPLE, LEN6TH AS REQUIRED. 6C:.Hl!!MATIC, 1"1.AN @ 4" MIN. DEPTH C.LEAN PEA GRAVEL. HCTION NOTE, @ BRASS STREET ELL, TYPICAL -(:3 REQ'D). (J) BRIC.K OR CONCRETE BLOC.KIN5, TYPICAL. @ BRASS Nll"'l"LE f>" MIN. LEN6TH. @ PVC. SCH 40 TEE OR ELL. @ PVC. MAIN LINE, DEPTH A5 REQUIRED. @ 36" MIN. LEN6TH ~ REBAR STABILIZER, ATTACH V'I/TV'IO (2) STAINLESS STEEL BANDS. @ ISOLATION BALL VALVE. REFER TO DETAIL B, THIS SHEET. I. QUIC.K COUPLER VALVES SHALL BE Or A TYPE APPROVED rOR REC'T'C.LED V'IATER. 2. ALL QUICK COUPLERS SHALL BE ISOLATED FROM THE MAINLINE BY A I" BALL VALVE. -® ~~~~ C:.OUPLER VAL VE (i) (i) SUPPLY LINES 9" IN DIAMETER AND LAR6ER SHALL RECEIVE C.ONC.RETE THRUST ElLOC.K5 AT ALL C.HAN<5>ES IN DIRECTION. (;> TEE SHALL BE CONCRETE BLOCKED ON ALL THREE SIDES. NOTE, I. CONCRETE SHALL BE 410-C.-2000. 2. ALL MAINLINE TO EIE INSTALLED AND TESTED AC.CORDING TO MANUrAC.TURER'5 INSTALLATION 5PEC.lrlC.ATIONS. 9. RErER TO DETAILS FOi'. TRENCH DEPTH AND VIIIDTH5. ® MINUMUM OF b" OF CONCRETE SHALL BE POURED ON VIR<S>IN OR COMPACTED SOIL BENEATH EACH INSTALLATION. ri\J 1-__,T,.,.,,Y'c-c:P,_l;,.:::G-=-A-=L;:__T_H~'-"U.::...:S::;_T'----='6-=L=O-=G=--=--K-=-=S==--------\_:::!.) NOSC.ALE DIA.MIN. BARE. @ Pv'C. NON-PRESSURE PIPE. TA6 AS SPECIFIED. _ _ C\~F-=L=O_Y'"(-=5£:-=-NSO;::;_;;:__Ft ___________ _ 7.:::::.) Nose.ALE ---fo\ REMOTE C:.ONTROL VAL VE ~ NOSCALE CD (i) HARDSC.APE 51..JRFACE, SEE PLANS. ~ CLEAN BACKFILL AS REQUIRED. REFER TO EN<5>1NEERING PLAN5 FOR SPECIFIC. MATERIAL AND C.OMPAC.TION REQUIREMENTS. @ CLEAN SAND. @ LATERAL LINE I'll/ SLEEVE. Cl?) PRESSURE MAIN LINE I'll/ SLEEVE. Ndii=~~~~ © C.ONTROL l"IIRES OR CONTROLLER 6" HAFi!.D il'IIRE SLEEVE. NOTE, CD MIN. DEPTH, ALL SLEEVES TO BE PVC.. SC.H. eo 12" -LATEAALS UNDER l"IALKS. AND Til'IIC.E THE DIA. OF THE il'IORKIN<S> II.?" -MAINS AND il'IIRING UNDER l"IALK5. PIPE. 90" -UNDER DRIYEll'IAY AND STREETS. ALL SLEEVES TO RUN A MIN. OF 12"@) l"IARNINi:5, TAPE OYER BEYOND HARDSC.APE EDGES. PRESSURE LINES. CLEAN 6AC.KFILL MAY BE @ Fi!.ECLAIMED il'IATER l"IARNING TAPE ~~g§~T~:I;t~t~~ti~~YES ATTACHED TO MAINLINE AT 5'-0" O.C. · PER SPEC.IFIC.ATION5. b" MIN Q) COMPACT BACKFILL TO APPROXIMATE COMPACTION OF SURROUNDING GRADE TO PREVENT DEPRESSION AFTER SETTLING. (;> FINISH SURFACE. ® NON-PRESSURE LATERAL LINE. @ PRESSURE MAIN LINE. Cl?) DIRECT ElURIAL, LOll'I VOL TA<S,E C.ONTROL l"IIRE5, BUNDLE AT 10 FT. O.C. HARD il'IIRE AT CONTROLLER. @ RECLAIMED l"IATER il'IARNING TAPE PER SPEC.IFIC.ATION5. CD RECLAIMED il'IATER l"IARNIN<S, TAPE ATTACHED TO MAINLINE AT 5'-0" O.C.. PER SPECIFICATIONS. NOTE, SEE SLEEVIN6' DETAIL FOR TRENC.HIN6' IN PAVED AREAS. DELORENZO INCORPORATED -@SLEEVINCS, l,;7 NO SCALE ~H 1--=--'Tl't:...=EN,._,_,C:,=H~l=N=C!,'---------------~ NOSCALE -i VALVE MX ~IZINIS VALYe eox 5/4" -I" 10" ROUND I 1/211 -:!11 11 11 X 1111 CD l"'LASTtc. VALVE eox w PURPLE BOL T-DOl"lN C.OVER. @ I" IN LAl"lN AREAS, 2" IN SHRLIB AREAS. @ l!M'V,~~ !!ALL VAL \I?!. @ INTEe;RAL SC.HEDULE e,o l"VC. UNION. @ PVC. SCH. 40, 4-!> ELL (T'T'P.) @ PVC. PRES~ MAINLINE PIPE. (J) 4" MIN. PEA 61'tAVEL. @ 2" X 4 " BRIC:.K OR C.ONC.RETE 6LOCKIN6. @ DEPTH-SEE TRENC.HIN6 DETAIL. @ SCHEDULE eo PVC. NIPPLE. Planning Landscape Architecture 1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 - 05-019-01 -@r~C-- 0 R-:-Al..E=-SS=--=6C--A--'LCC...CL:c.......;.V...;...A-=L"--'V-=E"--_________________________ _ - SHEETLI-3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ REVJE\,/ED BY, INSPECTOR DATE DATE I SH~TT I CITY OF CARLSBAD ~ ~====:::====t=============================t====t====t====t===j PLANNING DEPARTMENT ~ DATE INITlAL DATE INITIAL DA.TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL Irrigation Legend & Details for: Cassia Heights Family Housing DWN BY: DU CHKD BY: MZ RV\,/D BY: MYLAR 10-31-05 PROJECT NO. SOP 02-13 DRAWING NO. 4332L IRRIGATION SHEET 4 OF 5 6ENERAL IRRl6ATION NOTES I. THE IRl'.15'ATION PLAN 15 DIA(!,RAMMATIC. AND 15 PROVIDED AS A cS-UIDE TO THE LAYOUT AND INSTALLATION OF STANDARD IRRIGATION EQUIPMENT. THE CONTRACTOR SHALL BE RE5PONSI6LE FOR THE ACTUAL LAYOUT OF THE SPRINKLER HEADS AND PATTERNS TO PREC.ISEL Y !"IT THE PLANTING AREAS OF EAC.H PLANTER IN AC.C.ORDANC.E v-llTH THESE NOTES. 2. DUE TO THE 5C.ALE OF THE DAAl"IIN<S-5, IT 15 NOT POSSIBLE TO INDICATE ALL OFF5ET5, FITTIN65, 5LEEVE5 AND OTHER ITEMS v-lHIC.H MAY BE REQUIRED. THE CONTRACTOR SHALL C.AREFULL Y INVE5Tl6ATE THE STRUCTURAL AND FINISHED C.ONDITIONS Al"l"EC.TIN<:> ALL 01" HIS l"!ORK AND PLAN Hl5 l"!ORK AC.C.ORDIN6LY FURNI5HIN<:> 5UC.H FITTIN65, AND MATERIAL A5 MAY BE REOUIRED TO MEET 5UC.H C.ONDITION5. DRAl"IIN65 ARE DIA6RAMMATIC. AND INDICATIVE 01" THE l"!ORK TO ElE INSTALLED. 9. CONTRACTOR SHALL NOT Y'IILLFULL Y INSTALL THE SYSTEM AS DESl<S-NED l"IHEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOY'IN 06STRUC.TION5 OR 6RADE DIFFER.ENC.ES EXIST THAT Y'IERE NOT KNOY'IN DURING THE DESl<:>N. C.ONTRAC.TOR SHALL BE RESPONSIBLE !"OR DETERMININ6 C.ONDITION5 ON SITE AND C.ONTAC.TIN<:> THE EN<:>INEER; C.ONTRAC.TOR SHALL MAKE APPROPRIATE ADJUSTMENTS TO ENSURE THAT IRRl<:>ATION C.OVERA<:>E 15 100% AS AC.C.EPTED BY THE ENGINEER. 4. ALL 11'!.l'.I5'ATION EOUIPtvfcNT 15 TO BE INSTALLED IN AC.C.ORDANC.E VilTH THE STANDARDS AND SPEC.IFIC.ATIONS 5ET FORTH IN THESE PLANS AND ALL OTHER CITY AND REGIONAL 5TANDARD5. 5. THE C.ONTRAC.TOR SHALL PROVIDE 100 PERCENT COVERAGE AND A MINIMUM OF <10% OVERLAP V'IHEN LAYIN5 OUT THE IRRIGATION HEADS, TAKING INTO C.ON51DERATION THE AC.TUAI. ADJUSTED RADIUS OF THE SPRINKLER TO BE USED. 6. THE C.ONTl'.AC.TOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISC.REPANC.IES IN THE PLANS OR OTHER SITUATIONS Y'IHERE THE IRRIGATION SYSTEM CANNOT BE INSTALLED AS INDICATED IN THESE PLANS. 1. THE IRRl5ATION C.ONTRAC.TOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERl"ORMANC.E AND TO PREVENT OVER.SPRAY ONTO ViALKS, ROADViAYS AND/OR BUILDIN55 AS MUC.H A5 POSSIBLE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SELECTING THE BEST DEGREE OF ARC. TO FIT THE EXISTIN<:> SITE CONDITIONS, THE INCLUSION OF PRESSURE C.OMPENSATION FITTIN5S OR l"LOVi REDUCTION SCREENS, THROTTLIN5 THE fl.Olli CONTROL AT EAC.H VALVE TO OBTAIN THE OPTIMUM OPERATIN<:> PRESSURE AND C.OVERA<:>E FOR EAC.H SYSTEM. e,. THE C.ONTRAC.TOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "AS-BUILT" REC.ORD SET OF PRINTS Y'lt-llC.H SHALL BE C.ORREC.TED DAILY AND SHO!li EVERY C.HAN5E FROM THE ORl6INAL DRAY'IIN65. BEFORE THE TIME OF THE FINAL OBSERVATION, THE C.ONTRAC.TOR SHALL TRANSFER ALL INFORMATION FROM THE "AS-6UIL T" SET TO A REPRODUCIBLE MYLAR, PROCURED FROM THE EN51NEER. ALL ViORK SHALL 6E NEAT AND LE6I6LE. "!. A THOROU5'H FLUSH Of ALL LATERAL LINES 15 REQUIRED eEFORE INSTALLATION OF IRRl6ATION NOZZLES. 10. AFTER INSTALLATION OF HEADS AND eueeLERS, A SECOND FLUSH 15 REQUIRED BEFORE C.APPIN6 AND PRE55URIZIN6 PvC. LINE. 11. LAND5CAPE C.ONTRAC.TOR SHALL COORDINATE THE INSTALLATION OF PvC. ELECTRIC.AL CONDUIT ELL (FOR CONTROL VilRE FOR IRRIGATION CONTROLLER) Y'IITH ELECTRICIAN. 12. C.ONTl'.OL v-1I"-ES UNOEI'. PAVIN5' SHALL BE INSTALLEO IN PvC. SLEEVES. C.OOROINATE SLEEVE INSTALLATION v-llTH OTHER TRADES TO ENSURE PROPER AND TIMELY INSTALLATION IN LOCATIONS REGUIREO. 19. PROVIDE PULL BOXES FOi'. CONTROL Y'lll'.IN5 AT ALL C.HAN5ES Of OIREC.TION ANO l"IHERE RUNS EXC.EEO 200 FEET. SPLICES SHALL SE MADE ONLY IN PULL BOXES OR CONTROL VALVE 60XE5 ONLY. 14. INSTALL A SPARE CONTROL V'll"-E OF A DIFFERENT COLOR ALON6 THE ENTl"-E MAINLINE FROM THE FURTHEST VALVE ON EACH MAINLINE RUN TO THE CONTROLLER. LOOP Bb" EXCESS Y'IIRE INTO EACH SIN6LE VALVE eox AND INTO ONE VALVE BOX IN EACH 6ROUP OF VALVES. 1!5. ALL VilRE CONNECTIONS SHALL BE AS SHOYIIN ON DETAIL. 16. CONTROLLER SHALL SE PR06RAMMED 50 THAT V'iATER APPLICATION SHALL NOT EXCEED SOIL INFILTRATION RATE OR. C.AUSE RUN-OFF. APPLICATION RATE SHALL BE SUFFICIENT TO PREVENT ROOT STRESS. 11. INSTALL OUICK COUPLIN6 VALVES AND REMOTE CONTROL VALVES PERPENDICULAR AND ADJACENT TO v-lALKS AND C.UR65. le>. INSTALL VALVE BOXES PERPENDICULAR TO v-lALK, CURS, v-lALLS, FENCES OR LANDSCAPE FEATURE. AT MULTIPLE VALVE eox ~OUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM C.URe/ViALK. BOXES SHALL 6E 6" APART. SHORT SIDE Of VALVE BOX SHALL BE PARALLEL TO ViALK, CURB, V'IALLS, FENCES, ETC.. INSTALL CHRISTY'S VALVE ID TA65 ON ALL IR.R.16ATION C.ONTROL VALVES. I"!. IRRl6ATION HEA05 SHALL BE LOCATED A MINIMUM OF B" FROM ALL 6UILOIN65, ViALLS, STUCCO YIIALLS AND Y'IOOD FENCES. LAViN SPRAYHEADS SHALL SE SET SACK FROM HARDSC.APE TH"-EE INC.HES AND SHRUEl SPRAYHEADS SHALL SE SET SACK FROM HAR.DSC.APE SIX INC.HES. 20. ALL HEADS SHALL BE AOJIJSTEO TO ELIMINATE OVER-SPRAY ON v-lALKS, Y'IALLS, FENCES, 6UILDIN5 AND OTHER FACILITIES. 21. INSTALL ALL l!lt.Ft.15ATION MAINLINE A MINIMUM OF If!>" 6ELOVi 6RADE. LATERALS 5HALL SE LOCATED A MINIMUM OF 12" ElELOY'I 5RADE. ALL PIPll',15 UNDER PAVEMENT SHALL BE INSTALLED IN A SCHEDULE 40 PvC. AS INDICATED ON THE IRRl5ATION DETAIL SHEET IN PRIVATE LOT5. 22. ALL NOZZLE AFt.C-5 SHALL SELECTED TO FIT THE ANSLE OF THE SPACE l"IHERE NEC.ESSARY. A VA!lt.lABLE A"-C NOZZLE (VAN) SHALL 6E INSTALLED TO COVER AN6LES LESS THAN <10 DE6REES OR OTHER OIFFIC.UL T TO COVER AN5LES. 23. EACH RAINelRD IE>OO SEl'.IES NOZZLE 15 TO ElE FITTEO VilTH A PRESSU"-E C.OMPENSATION SC.REEN (PCS) TO CONTROL THE PRESSURE AT EACH SPRINKLER. THE SC.REEN CONTROLS THE PRESSURE TO ELIMINATE Ml5TIN6 AND TO ALLOl"I CONTROL OF OVER-SPRAY SY REDUC.INcS THE RADIUS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO TEST THE SCREENS AT THE SITE AND DETERMINE THE MOST SUITABLE SIZE SC.REEN FOR EACH HEAD DURINcS THE SPRINKLER AOJUSTMENT PERIOD, PRIOR TO THE IRRlcSATION C.OVERAcSE TEST. THE NOZZLE RADIUS REDUCTION SC.REY'l 5HALL NOT 6E USED TO BE ADJUST THE RADIUS UNLESS AN APPROPRIATE SCREEN CANNOT BE SELECTED. 24. ALL 1111?.1'!.li!>ATION SYSTEMS A"-E TO 6E TESTED IN THE P"-ESENC.E Of THE 01/iNER'S REPRESENTATIVE TO VERIFY F!lt.OPER C.OVERAcSE, OPERATION AND ADJUSTMENT. 2!5. THE ENTIRE l!lt.Ft.16ATION SYSTEM SHALL BE 6UA"-ANTEED FOR A PERIOD 01" ONE YEAR FROM THE TIME Of TURNOVER. TO THE OV'INER. THE 5UARANTEE SHALL C.OVER. ALL MATERIALS AND V'IORKMANSHIP OF THE INSTALLATION. 26. 1"111?.ESSUl'.E TEST, ALL l"'Ft.ES5U"-l: LINES SHALL eE TESTED UNDER A MINIMUM HYDl'.05TATIC. PRESSURE OF 150 LBS. PER SQUARE INC.H FOR~ HOURS. ALL NONPRESSURE LINES SHALL BE TESTED UNDER THE OPER.ATIN5 PRESSURE. BOTH SHALL ElE PROVEN v-lATER Tl6HT. C.ONTRAC.TOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTIN<:,. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM 15 PROVEN l"IATER Tl<:,HT. TESTS SHALL BE OBSERVED $ APPROVED BY THE LANDSCAPE ARCHITEC.T $ OViNER. PRIOR TO BACKFILL. 21. INSTALL l"'Ol"'UPS Y'IITHIN 10 FEET OF ALL PEDEST"-IAN USE AREAS. 2~. INSTALL C.HEC.KVALVES AS NEEDEO TO PREVENT LOVi HEAD DRAINAcSE. FUTURE MAINTENANC.E 4 OPERATIONAL NOTES AFTER AC.C.EPT ANGE OF THE PROJEC. T BY THE DEVELOPER 4 AFTER THE C.OMPLETION OF THE MAINTENANC.E PERIOD BY THE C.ONTRAC. TOR. IT 15 THE DEVELOPER./OV'INER'5 RESPONSIBILITY TO SUPPLY THESE PLANS VilTH THE FOLLOV'IIN5 NOTES AND 5PEC.IFIC.ATION5 ALON6 V'IITH CONTRACTOR DRAYIIN "A5-6UIL T" PLANS TO ANY AND ALL FUTURE OV'INER5, MAINTENANCE COMPANIES AND HOMEOV'INERS ASSOCIATIONS .. I. THE PURPOSE OF THIS SPRINKLER SYSTEM 15 TO PROVIDE ONLY SUFFICIENT ViATER TO MAINTAIN PLANT LIFE DURING DRY l"!EATHER. CONDITIONS OR SUMMER SEASONS. TIME C.LOC.KS SHALL 6E READJUSTED C.ONTINUOUSL Y THROU6HOUT THE SEASON, ON A ViEEKL Y BASIS If NEC.ESSARY, TO PROVIDE l"IATER ONL. Y Y'IHEN THE SOIL 15 DRY AT A DEPTH 01" 4" THE FIRST INITIAL 5ROY'IIN6 SEASON AND b" THE FOLLOY'IIN<:, YEARS. II" THE 6ROUND 15 MOIST EITHER AT THE SURFACE OR A DEPTH OF 4" (DURINcS THE FIRST YEAR AFTER INITIAL PLANT ESTABLISHMENT) OR 15 MOIST AT A DEPTH OF b" THEREAFTER, SHUT THE TIME CLOCKS 01"1" AND DO NOT APPLY ADDITIONAL Y'IATER UNTIL SOIL HAS BEEN ALLOYIIED TO DRY. READJUST TIME C.LOC.K PRIOR TO TURNIN<:, VALVES BACK ON. IF RAIN 15 FORECAST OR 15 IMMINENT, ALL IRR.lc::,ATION SYSTEMS SHALL BE SHUT-OFF AND NOT REACTIVATED UNTIL THE SOIL HAS DRIED TO THE ABOVE DEPTHS. 2. IF ANY SUBSURFACE DRAINA6E, OR RUN-OFF 15 VISIBLE AT LOYII AREAS, AC.Ft.OSS SIDEYIIALKS, OR AT LOViER PORTIONS OF SLOPES IMMEDIATELY SHUT THE VALVES OFF TO ALLOV'l THE AR.EA TO C.OMPLETEL Y DRY OUT. IF THIS C.ONDITION CONTINUES AFTER SUBSEQUENT YIIATERIN5, A OUALIFIED <:,EOLO<:,IST OR cSEOTEC.HNIC.AL ENGINEER MUST BE RETAINED TO PROVIDE RECOMMENDATIONS TO ELIMINATE 5U65UR.FAC.E V'iATER OR DRAINA5E PROBLEMS. IF DURIN6 NORMAL IR.R.lcSATION, PONDIN5 TAKES PLACE ON ANY LANDSCAPE AREA, DRIVES, PARKIN5 AREAS OR. ANY OTHER AREA, THE IRRl<:>ATION SYSTEM SHALL 6E IMMEDIATELY SHUT-Off AND A LICENSED CIVIL EN5INEER SHALL SE IMMEDIATELY CONTACTED TO PROVIDE RECOMMENDATIONS FOR POSITIVE AND PROPER DR.AINA6E. B. INSPECTIONS 01" IRRl6ATION SYSTEM SHALL BE MADE ON A DAILY BASIS, BY THE LANDSCAPE MAINTENANCE PERSONNEL, TO OBSERVE AND PROVIDE REPAIRS OR REMEDIES TO THE FOLLOVilN6 UNAC.C.EPTA6LE PROBLEMS, A. OVER-SPRAY ON SIDEY'IALKS, STREETS, PAVED AREAS, FENCES, PARKIN6 AREAS, Y'IALL5, 6UILDIN55 OR OTHER STRUCTURES. B. DRAINA6E OR RUN-OFF ACR.055 SIDEY'IALKS, PAVIN5 OR STREETS. C. DAMA5ED OR IMPROPERLY OPERATIN5 HEADS, PIPIN5, VALVES, C.ONT"-OLLERS OR OTHER IRRl5ATION EQUIPMENT. IF V'IATER. 15 OBSERVED ON STREETS OR PUBLIC. 51DEYIIALK5, PROPER V'IARNING SIGNS OR BARRIERS SHALL SE ERECTED IMMEDIATELY TO ENSURE SAFETY AND PROTECTION OF THE PUBLIC.. THE ViET AREA SHALL BE DRIED IMMEDIATELY ElY MECHANIC.ALLY REMOVINcS l"IATER. 4. ONLY LICENSED AND OUALIFIED LANDSCAPE CONTRACTORS AND LANDSC.APE MAINTENANCE INDIVIDUALS SHALL PROVIDE OR. MAKE REPAIRS TO IR.Rl6ATION SYSTEM. !5. AT ALL TIMES, THE LANDSCAPE CONTRACTOR OR MAINTENANCE C.ONT"-AC.TOI'. SHALL A5Sl6N A QUALIFIED INDIVIDUAL OR INDIVIDUALS TO INSPECT AND MONITOR. THE IR.Rl6ATION SYSTEM. OYIINER.S AND HOMEOV'INERS REPRESENTATIVES SHALL BE SUPPLIED Y'IITH 24 HOUR EMER<:,ENC.Y PHONE NUMBERS FOR USE IN REPORTING BROKEN OR. DAMA6ED IRRIGATION EQUIPMENT. 6. ALL IRRl6ATION EQUIPMENT REQUIRES CONTINUOUS MAINTENANCE, C.LEANIN6, ADJUSTMENT, PARTS REPLAC.EMENT AND INSPECTION. IT 15 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR OR LAND5C-APE MAINTENANCE COMPANY TO PROVIDE THESE SERVICES ON A CONTINUAL AND REcSULAR 6A5I5 AND SCHEDULE. 1. V'IATER. SHALL BE APPLIED TO PLANTIN6 AREAS IN SHORT INTERVALS TO PROHIBIT ANY SURFAC-E PONDIN6 OR RUN-OFF AND AT NO TIME SHALL YIIATER BE APPLIED TO CAUSE SOIL SATURATION. e. OVERViATERIN6 CAN RESULT IN DEATH OF PLANTS, POSSIBLE SOIL EXPANSION AND DAMA5E TO CONCRETE AND ASPHALT PAVIN6, DAMAGE TO FOUNDATIONS AND POSSIElLE LOSS OF SOIL COMPACTION. A QUALIFIED 5EOTEC.HNIC.AL ENc::,INEER SHALL BE RETAINED TO PROVIDE SITE INSPECTIONS AT LEAST ON AN ANNUAL ElASIS TO INSPECT FOR EXCESS SOIL MOISTURE. THE RESPONSIBILITY OF EN5URIN6 THAT THE AE!,OVE PRECAUTIONS, REPAl!lt.S AND C.ONTINUIN6 MAINTENANCE ARE PROPER.I. Y PERl"OR.MED 15 THE RESPON5161LITY OF THE DEVELOPER/01/iNER AND EVENTUALLY THE HOMEOl"INER.5 ASSOCIATION. THE LANDSC.APE ARCHITECT HAS SEEN RETAINED TO PREPARE THESE PLANS ONLY AND DOES NOT PROVIDE POST CONSTRUCTION REVIEY'l5 NOR REVIEV'l5 OF ON-SITE MAINTENANCE. THE LANDSC.APE ARCHITECT DOES NOT ASSUME RESPONSIBILITY NOR LIABILITY OF MAINTENANCE OR REVIE!li OF MAINTENANCE Y'IOl'.K OR REPAIRS OR DAMA6E5 RESUL TIN6 FROM LACK OF REPAIRS, MAINTENANCE, ADJUSTMENTS, OR IMPROPER INSTALLATION OF IRRl<:,ATION EQUIPMENT. RECORD DRAV'!IN65 •¾ORP DfW'il~, I BEFORE FINAL ACC!:t"TANCE OF~ THE CONTl'V,C,TOR !<HALL ~IDE A R!:C.O111.D 5!:T OF D!"Al'IINeS ~l'IIN6 THE SPRINKLER SYSTEM AS INSTALLED. INFORMATION SHALL BE ON BLACK MYLAR FOR REPRODUCTION PURPOSES. 2. ANY CHAN6ES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOl'IN ON Pl'tAl'IIN65 5HALL i,e 50 INDICATED ON THE RECORD DRAl'IINc$<5. e. VALVE:S SHALL BE NUMeel'EP AND COR!'tl':51"0NDIN6 NJMBERS SHALL BE SHOl'IN ON THE RECOl'W DAAl"IIN65. 4. CONTROLLER, BACKFLOl'I ASSEMBLIES, lltEMOTE CONTROL VALVES, BALL VALVES, AND GUIC.K COUl"'LER VALVES SHALL 6E LOCATED BY MEA5Ul'ED DIMENSIONS. DIMENSIONS SHALL 6E 61VEN TO PERMANENT OBJECTS AND SHALL 6E TO THE NEAREST FOOT. 5. ON THE INSIDE SURFACE OF THE COVl:l't. OF THE AUTOMATIC. C.ONTROLLEl'I!., PREPARE ANP MOUNT A COI.OR-(..,QDEP CHART SHOl"IIN6 THE VALVES, MAINLINE, AND 5PRINKLER HEADS SERVICED 6Y THE CONTROLLER. ALL VALVES SHALL 6E NUM6ERED TO MATCH THE OPEAATION SCHEDULE AND THE DAAl"IINc$<5. THIS CHART SHALL BE A PLOT PLAN 5HOl"IIN6 6UILDIN6, l'IALKS, ROADS AND .l'IALL5. A PHOTOSTATIC. PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LE6IBLE IN ALL DETAILS, SHALL 6E MADE TO A SIZE THAT l'IILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL 6E APPROVED 6Y THE LANDSCAPE ARCHITECT AND SHALL 6E HERMETICALLY SEALED IN PLASTIC. THIS PLAN SHALL THEN 6E SECURED TO THE 6ACK OF THE ENCLOSUl'<E DOOR. 6. ON THE LID OF EACH R!:MOTE CONTI"OL VALVE eox, HEAT IM!"RINT THE VALVE DE516NATION NUMBEl't. 1. IMMEDIATELY l.l!"ON THE INSTALLATION OF ANY BURIED PIPE 01' EGI.Jl!"MENT, THE CONTl'V,C,TOR SHALL INDICATE ON THE DRAY'41N65 THE LOCATIONS OF SAID EGUIPMENT. DIMENSIONS SHALL 6E 6IVEN FROM PERMANENT OBJECTS SUCH AS 6UILPIN65, 5IDEl'IALK5, CUR65 AND DRIVEl'IAY5. MAINTENANC.E BY THE C.ONTRAC.TOR I. MAINTENANCE PERIOD SHALL 6E61N ON THE FIR5T DAY AFTER ALL LANDSCAPE AND IRRl6ATION l'IOl'tK ON THE l"ROJEC.T 15 COMPLETE, CHE:C.KED, Ac.<:,EPTED, AND l"IRITTI:N APPROVAL FROM THE: Ol"INE:R AND LANDSC.APE ARCHITECT 15 61VEN TO 6E:6IN THE MAINTENANCE PERIOD. MAINTENANCE: PERIOD SHALL CONTINUE THEREAFTER FOR NO LESS THAN 120 CONTINUOUS CALENDAR DAYS. 2. CONTlt-lJOIJ5LY MAINTAIN ALL INVOLVED AREA5 DURINcS THE PROcSRES5 OF THE LAND!>CAPIN6 OPERATIONS AND DURING-THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE l"IORK. !5. RE61./LAR PLANTIN6 MAINTENANCE 0Pf:RATION5 SHALL 6E61N IMMEPIATEL Y AFTER EACH 1"1..ANT 15 PLANTED. 1"1..ANT5 SHALL 6E KEPT IN A HEAL THY, 6ROt-'!IN6, CONDITION AND IN A Vl5UALL Y PLEA51N5 APPf:AAANCE BY l"IATERIN6, PRUNING-, TRIMMIN6,, EDcSIN6, FERTILIZING<, RE-STAKING<, PEST AND DISEASE CONTROLLIN6, 5PRAYIN6, YEEDIN6, CLEANING--UP AND OTHER OPEAATIONS OF MAINTENANCE. LAND5CAPf: AREAS SHALL 6E KEPT FREE OF l'IEEDS, NOXIOUS G-AASS, AND OTHER UNDESIRED VE6ETATIVE G-ROl"ITH AND DEBRIS. PLANTS FOUND TO 6E DEAD OR IN AN IMPAIRED CONDITION SHALL 6E REPLACED IMMEDIATELY. 4. IRl'f.lcSATION SYSTEM SHALL R!:GUIRE CONTINOl/5 MAINTENANCE, CLEANIN6, AD~TMENT, PART l'El"LACl!!M!!NT AND INSPECTION. IT 15 THE RE5PONSl6ILITY OF THE CONTRACTOR TO PROVIDE: THESE 5E:RVICE5 ON A CONTINI.JAL AND Rl:6ULAR BASIS DUR.ING< THE MAINTENANCE PERIOD TO INSURE THE IRRl6ATION SYSTEM 15 PROPERLY OPE'AATED l"IITHOUT ANY PR06LEM5. !5. COMPLETION DATE OF THE CONTl'V,C,T MAINTENANCI: Pl:l'!.IOD l"IILL eE EXTENDED, l"IHl!!N IN THE OPINION OF THI: LANDSC.APE A~HITECT, IMf"ROl"ER MAINTENANCE OR THE UNHEALTHY CONDITION OF PLANTED MATERIAL 15 EVIDE:NT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE Pf:RIOD. CONTRACTOR SHALL ASSUME lltE5PON516ILITY FOR ADDITIONAL LANDSCAPE MAINTENANCE UNTIL LANDSC.APIN6 15 COMPLETED AND ACCEPTABLE. 6. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MAINTAININ6 ADEGI.JATE PROTECTION OF LANDSCAI"!!: Al'tEA5. REPAIR DAMA6ED AREAS IMMEDIATELY. 6UARANTEES 4 REPLAC.EMENTS I. <!<UARANTEE 5!-ll'W65, VINES AND <S<ROUND C.OVEl'f.5, INCLUDINcS TURF AREAS, TO REMAIN HEALTHY AND Vl60ROI.JSLY c!>ROl'IINcS FOR 120 DAYS FROM COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD. 2. c!oUAAANTEI: Tl'I.E:E:S TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ON!: Yl:Alt FROM COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD. DELORENZO INCORPORATED !5. l'tEPLACE l'IITHIN 14 DAYS, PLANTS FOUNP TO BE PEAD 01' NOT IN A Vl60ROUS CONDITION AS DETERMINED 6Y THE LANDSC.APE ARCHITECT NOTED l"IITHIN THE 6UAAANTE!: PE'RIOD. 4. U51: 1"1..ANTS l"OR REPLACE:Ml:NT OF THE SAM!: KIND AND SIZE: AS 51"!!:Cll"ll:D IN THE PLANT LIST. FURNISH, PLANT AND FERTILIZE AS Ol'f.16INALL Y SPECIFIE:D. 5. THE ENTIRE IAAl5ATION SYSTEM SHALL BE 61./AAANTEED FOR A Pf:RIOD OF ONE YEAR FROM THE TIME OF TURNOVER TO THE Ol"INER FOLLOl'IIN6 THE CONTRACT MAINTENANCE: Pf:RIOD. THE 61./ARANTEE SHALL COVER ALL MATERIALS AND l"IORKMANSHIP OF THE INSTALLATION AT NO COST TO THE Ol'INER. II AS Planning Landscape Architecture -1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 05-019-01 - SHEETLI-4 BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ______ _ DATE REVIE\.IED BY, INSPECTOR DATE I SH9EET I CITY OF CARLSBAD ~ 1----t--+---------------t------------t---t------r-, PLANNING DEPARTMENT ~ 1----+--+---------------t------------t---i-------r-, DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Irrigation Notes & General Specifications for: Cassia Heights Family Housing APPROVEC y ~,..__ ___ l/-l/-0£ ASSISTANT PLANNING DIRECTOR DATE DWN BY: DU CHKD BY: MZ RV\.ID BY, MYLAR 10-31-05 PROJECT NO. SDP 02-13 DRAWING NO. 4332L IRRIGATION SHEET 5 OF 5 --@.-.--------0 ::21 SYA ROM -----~----ftL_----"-:=7'-::24" eo.c.x2-_________ _,,__ SOLID V'IAII ..__ ET LC.-I) PLANTING NOTES fi ::2!36 Be::6 RIC \~--C:~5'5TA -ROA ----< -:2S' X ::2!5'$1'.li'EET COfiNEfi 51GH'.1:.a---o---i---<)-,----,-,-5_6 _AL...:... _____ ...----\.---. .'l ___________________ ,::::_:;;;:24:;;;,;::;, eo=~;;:I. :=:.C::'::':"'=.~-=LEc::. P=±=±::c:-:I CLEARANCE PER APPENDIX C.4I-1-----.. PROJECT 5IC:S.N LALL LANDSC.APIN6 SHALL eE DONE: IN ACCOl'WANCe v,i1TH THI!: 61'::NeflV.L PROVISION!:> AND THE: Al"PLICA6LE PARTS 01" THE: C.ITY Of' CAl'ltL5BAD DE:VELOPME:NT CODE AS JreLL AS THE FOLLOv,ilN6, ::2. THE: PLANTIN6 PLAN!:> Al'U!: DIA6AAMMATIC, MINOR ADJUSTME:NT5 IN PLANT LOCATIONS AND TYPE MAY Be MADE AT THE: DISC.l'ltl::TION OF LAND5CAPE: ARCHITECT OR CITY IN5PE:CTOR . OF THE.,l..A1'J~S(:.APE MANUAL (MAX. 90" HEl<SHT) ._ __ ....,.iiii,i,i,iiioiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil--·-· -,~----t-t----+Jc----1:~~~~~ ·, 25'-0" PLANT ALL TREES MINIMUM"'~ 9 FEET OUT OF R.O.V'I. (TYP.) '"'"' / -,~ I -· -----·" ,; + "' l"'!'W cER ::24' eox BIJILOINcS, :2 CJ !!I 6AL STAKE ~O RHA I. CLA _,/ :--- , _.,, ,I ~/ ((" /t, I '-- / ~ ;/ '--'sl:-l''i= ·1 -/ ll\V,.21 1- I I 1-~ 1---il:P.~• ~ -:---_ --1111H~=ili -1 !!I. THE CON'Tl"ACTOR SHALL COORDINATE Hl!!l/l-fl::l'lt Y'IOl'ltK v,i1TH THE: OTHER Tl'i!ADE!!I AND MAINTAIN Dl'ltAINA6E: DURIN6 CONSTRUCTION. 4. PLANT GUANTITIE!!I AND Al'lteA!!I !!IHOY'IN ON LE6eNDS Al'lte FOR CONTRACTOR'S CONVENIENCE IN ESTIMATIN5 ONLY, CONTRACTOR IS RESPONSIBLE: FOR PROVIDIN5 PLANT MATERIALS TO COVER ALL AREAS SHOYIIN ON PLANS. 5. DO NOT DAMA<SE: PLANT ROOT SALL DURINI$ TRANSPORTATION 01". PLANTIN1$ PROCESS. 6. ALL PLANT MATEl'tlAL SHALL l!!E 51Je.JECT TO THE APPl'ltOVAL 01"' THE: LANDSCAPE: Al'ltCHITEC T AND SHALL eE l'ltePLACE:D UPON l'ltl::GUEST eEl"ORE OR AFTER Pl.ANTIN<!',. 1. 1.ANDSCAl"e ARCHITECT SHALL APl"l'ltOVE: FINAL PLACEMENT OF ALL TREES 5Hl'ltUe5 PRIOR TO PLANTIN<S. e. ALL TYIN6 MATEl".IAL, Pl.ANTIN<!', TME:S, AND MAl'I.KIN6 TAl"eS SHALL eE l'ltEMOVED AT THE: TIME 01" PLANTIN<!',, "I, ALL TREES SHALL Be; PLANTED IN A VEl'ltTICAL MANNER AND SHALL HAVE SUFFICIENT TIE:-DOffiS TO ASSUl'lte THEIR VERTICALITY DURIN5 LIFE OF THE CONTAACT AND MAINTENANCE PE:1'!.IOD. BIJILOINc:; 3 1 ··-·· ~ : ~~coo_ :I 10. ROOT l!!IARRIE:RS SHALL eE INSTALLED PER DETAIL ON 5HEET Ll"'-::2. II. THE CONTRACTOR SHALL NOT ALLov,i C.ONCl'ltl'::TE: DUST Ol'lt OTHE" POTENTIAL!. Y TOXIC. CONSTl'ltUCTION MATERIAL TO BE: SY'IE'PT OR DRAINED INTO PLANTIN5 ARE:AS OR Dl'ltAINA5E: INLETS. + NOTES: ::24 ESC. l'ltl!6 15 6AL ::2!!1 !"AT JAi"' 15 !$AL 45 MYl'lt COM 5 6AL 16 Ll6 JAi" 5 6AL 66 PHO l'ltOe 15 6AL 14 l"'LA AC!!: !!16"60X ::21 CAM 1'AD 5 6AL STAKE "10 DIE: BIC 5 6AL EM~i'ltSt;NC r' ENTRANc:';E, .$ EXIT 51 PHO TEN '6,S.' ;,<:l--~-=+'-'-'"'-'=C..::C.c:c:.. ___ ,,, l56AL I. SEE SHEET LP-2 FOR PLANTINe LEGEND, NOTE5 AND C.ALC.ULA TION5. 2. SEE 5HEET LP-9 FOR PLANTIN6 DETAILS. I I I I <SATE BIJILOINcS, I l"A" TRI S!!I STAKE: 5 !$AL COMMONS LAUNDRY TOILETS -----1=,.::,L;:::.?-\ FLATS MYO PAR~ 1::2" O,C, ~~ FAA VEL 6 • 24"BOX GAL TRANS LINE-OF-SIGHT (se,o FEET) AS PROVIDED BY THE PROJEC.T CIVIL ENC:S.INEER, MASSON $ ASSOC.IATES, INC.., ON 0"1/21/05. J,'ollTHIN THE LINE-OF-Sl<SHT AREA, ALL SHRUBS AND GROUND C.OVER SHALL BE MAINTAINED AND KEPT TO A MAXIMUM HEl<SHT OF 90 INC.HES. TREE CANOPY SHALL BE MAINTAINED ABOVE 6 FEET. NO V'lALLS OR OBSTF<.UC.TIONS ABOVE 90 INC.HES IN HEl<SHT ARE PROPOSED J,'ollTHIN THE LINE-OF-SIGHT. PROJEC.T Sl<SN SHALL BE 90 INC.H HEl<SHT. , • = TOT LOY / BIJILOING 4 44 PHO TEN '6.S.'.,.c 5 6AL 12e, l"HO TEN '1!!1.1!!1.' S <SAL e l!!IAU !!!IL.A ::24" BOX ♦ I 12:&1:1~ • _ "/,, v1 ;..::;;·;;.-;;,':.:>· .::.·;:::-::;::~ I 60 oo+ FIRE SU PRE;,5TON-- B UNDARY. w2ii;:ff-, ------..a-;~ -----I I : I ~d,c)..t ~-. : ~ -@ I I r I I I I I ' ___ ____, ti 1; I ' ' I ·. I ' I ----· -------, lrff'ilO I _____ Ji~II 1::2. SOIL CONDITIONf:R SHALL BE: LOAMl!X Ol'lt APPROVED ~AL. IS. A<!',RICUL TUAAL (!l,Yf"5UM SHALL BE: A COMME':l'lte-lALL Y PROC.E:SSE:D AND PACKA<SE:D <SYPSUM CONTAININ<S A MIN, OF 14% SULFUR. 14. PRE-PLANT FERTILIZER (COMMERCIAL !$RADE), 100% OR5ANIC, SLOYII RELEASE: SHALL BE: MIL05RANITE (6-::2-0) OR APPROVED EQUAL, 15. l"'El'.TILIZER TAeLI:~ 5HALL 1!!11: A6Rll"'Ol'ltM (::20-10-5), ::21 (!l,!IIAM ~ APPROVED E:GUAL. Ai"PLICATION AATE: SHALL 191: PER MANUFAC TUl'ltl::R5 l'ltl::COMMENDATION5. 16. PLANTIN6 l!!IACKl"'ILL SHALL !!!le A THOl'llOl)(!l,Hl. Y l!!IL!:NDE:D Ml.l<i1-"'I: OF EXCAVATED SOIL FROM THE PLANTIN6 PITS AND SOIL. PLANTIN<S BACK!"ILL MIX SHALL Be AS RECOMMENDED BY THE: C.ON'Tl"ACTOR'S SOIL REPORT INDCATED ON SHEET LP-::2. 11. CON'Tl"ACTOR SHALL BE: RESPON511!!1LE FOl'lt TAKIN(!l, SOIL !!IAMPL.1:5, OBTAININ<S SOIL ANALYSIS TESTS, PROVIDIN6 A C.OPY OF RE:SULT5 INCLUDIN6 RECOMMENDATIONS TO THE: CITY LANDSCAPE: ARCHITECT, AND ADJUSTIN(S, SOIL AMENDMENTS 5PEC-ll"IED HEREIN TO C.ONFORM TO THE: ANALYSIS RECOMMENDATIONS, I~. PRODUCTION SLOPE: NOTES, a. ALL ::2,I SLOPES S FEET IN VE"TIC.AL Hel6HT AND AeOVE SHALL 191: PLANTED AND IRRl<SATE:D PER CITY LANDSCAPE ARCHITECT'S DIRECTION. b. El'ltOSION CONTROL Ml!A~!!I, IN ADDITION TO TH051':: SHOJl'!N ON THE: PLANS, SHALL BE: l'ltl::GUIRED DURIN<S THE RAINY SEASON FROM OCT06E:l'lt I TO APRIL !!10 PER THE: CITY LANDSCAPE Al'ltCHITECT'S AND CITY E:N6INEER'S DIRECTION, 6 FOOT Hl<SH VIEV'I V'lALL "TIJBULAR STEEL" (SEE SHEET LC.-1) DELORENZO INCORPORATED 11111111 Planning Landscape Architecture -/ I I / / I l--====~ 1 l~r I1 --1 J,'olATER LINE EASEMENT 1775 Hancock Street Suite 150 San Diego, CA 92110 12" O.C.. FLATS 90 NAN DOM !5 ,S,AL 504 "-HA 'l!!IAL' • I I - 15 <SAL II T"-1 CON ::24" BOX APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . 11 AS 619•295•5115 Fax: 619•297•2354 05-019-01 - SHEETLP-1 BUIL T11 TITLE _______ _ DATE REVIEIJED BY• INSPECTOR DATE 6 FOOT Hl<SH SOLID V'IAII (SEE SHEET LC.-I) fsB1E1l CITY OF CARLSBAD ~ l-----l-----+---------------1-----+---1-----1---l ~ PLANNING DEPARTMENT ~ :==='-'======================'-'==~ Planting Plan for: 0 10 20 40 I I I SC.ALE: l"m:20'-0" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Cassia Heights Family Housing ASSISTANT PLANNING DIRECTOR OWN BY: DU CHKD BY: MZ RVIJD BY• MYLAR 10-31-05 PROJECT NO. SOP 02-13 I DRAWING NO, _ 4332L I PLANTING LEGEND TREES, ABR. BOTANIC.AL -C.OHHON NAME EB CA5 LI:?" CA5l!!IA Lel"TOl"H'T'LLA -60LDEN Ml:DALLION ~ 0 l"LA ACE l"LATANIJ5 ACEl'I.IFOLIA 'BLOOD(S.OOD' -LONDON !"LANE '"'1=E eAU eLA eAUHINIA eLAK!!ANA -HON6 KON6 Olltc::.HID ~E FRA YEL l"RAXINU5 Y!:1.UTINA -A5H 0 1"RU CER l"l'f.l.lNUS CEAASll"EAA 'KRAI./TER YESWIL/5' -l"IJl'!.l"LE LEAi" l"LIJM 0 5'T'A 1'tOM 5'T'A6RU5 ROMANZOl"FIANUM -GlUEEN l"ALM 0 TRI CON TRl5TANIA CONFERTA -Ml5"ANI!: BOX SHRUBS, 0 AeE~ 0 A6A ARI" @ eE<!'I RIC (!) CLI MIN ©0 DIE ere ESC Rue EB FAT JAP 0(§) LfiS, JAi" M'T'R COM @ NAN DOM ® FHO 1"0!!5 0 PHO TEN "e.e.' e PHO Tl:N '<!'1.5.' E9 PIT CAA 0 RHA I. 'BAL.' 0 RHA CLA ~ HEM H'T'5 1···:1 + + + + FE5 OVI + + + .. + + + + GROUNDC.OVERS, AeELIA x 6AANDll"OLIA 'EDJ,',!AFtD 60UCHER' -PINK AeEI..IA A6APANTHUS AFRICANU5 'GlUEEN ANNE' • RANCHO 111-!ITE 13E<!'IONIA RICHMONDEN5I5 C.LIVIA MINATA -CLIVIA DIE~ elCOLOR -FOflP.TNl<!'IHT LIL'!' ESCALLONIA RUBAA -E5CALLONIA FATSIA JAFONICA -JAPANESE ARALIA L16USTIWM JAPONIC.UM -J/IIAX-LEAF PRIVET MYl'I.TUS C.OMMUNl5 'COMPACTA' -DJ/IIARF MYRTLE NANDINA DOMESTICA -HEAYENL '!' BAMBOO FHOENIX ROBELENII -P'T'6M'T' DATE PALM PHORMIUM TENAX 'BRONZE 6Ae'T'' -NEJ,',1 ZEALAND !"LAX ~MIUM TENAX '<!.OLDEN S""OFtD' -NEY'! ZEALAND FLAX PITTOSPOl'I.UM CRASSIFOLIUM -PITTOSPORUM RHAPHIOLEPIS INDICA '6ALLERINA' -INDIAN HAJ,',!THORN l'.HAPHIOLEPIS INDICA CLAAA -RHAPHIOLEPIS l"E5TUC.A OVINA '(S,LAIJCA' -l"E5a/E M'T'OPORUM PARVIFOLIUM 'PUTAH C.flP.El:"K' l"lltA6Alt.lA CHILOEN515 -OflP.NAMENTAL 5~"1" l"!!LA!t.60NIIJM l"ELTA'T\JM -IV'!' 6Elt.ANIUM QTY i 14 6 "I 21 II 6 "Ill :2:56 2"1i "10 :24 :2:5 16 45 :50 66 12e 44 100 :2"1"! eo ANNUAL COLO"'--TO eE ~LEC"Te, B'T' Oflff:ilt, CONTlt.ACTOlt. TO COORDIHA'I!! VINES: TUflP.I"' (500) -Me:DALLION 1005\S IMPltOYED TALL FE5CUI!! B'T' PACIFIC. 50D OR APPROVED EQUAL. l"ARTHENOCl5!!1US TRICl/Sf"IDATA -BOSTON IV'!' C.AMl"'SIS "'-"'DIC.ANS -RED TRUMPET VINE FICUS PUMILA -CREEl"IN<!'I Fl6 SIZE NOTES 24" BOX 5TANDARD 56" BOX STANDARD 24" BOX STANDARD :24" BOX STANDARD 24" BOX STANDAFtD 14-16' BTH 5TANDARD 24"BOX 5TANDARD 15 6AI... I <!'IAL. !50-!!10511 5 <!'IAL. !!I 6AL. I <!.AL. 15 <!'IAL. l!!I <!'IAL. !5 6AL. 5 <!.AL. 15 <!'IAL. 15 6AL. 1!5 <!'IAL. 56AL. 5 <!'IAL. 5 6AL. 5 6AL. 50-505\S/I 6AL -re" O.C.. I 6AL. -e" O.C.. FLATS -1:2" O.C.. FLAT5 -12" O.C. l'LAT5 -12" O.C.. 4" POTS 1:211 O.C. 5 !!,AL. &i'P.OJl'!N ON 51N5LE ST AKE 5 !!,AL. 6ROl'IN ON 51N6oLE STAKE 5 !!,AL. 6ROl'IN ON 51N6oLE STAKE I. CONTRACTOR SHALL INSTALL PLANT MATERIALS IN THE FOLLOJ,',IIN<!'I 51!:GlUENC.I!, I. TflP.El:"S, 2. SHl'I.UeS, 5. VINES 2. GUANTITIE!!I ARE AN l!!!IT1IMATE ONL'T' FOR TI-E CONTRACTOR'S CONVENIENCE. !"LAN S'T'MEIOLS TAKE PRECEDENCE OVER GlUANTITIE!!I SHOJ,',!N. CONTRACTOR TO COMPUTE GUANTITIES FOR PLANTS LISTED B'T' ON-CENTER 5PAC.1Nc, • SUBMIT TO THE LANDSCAPE ARCHITECT FOR APPROVAL. !!I. ALL LANDSC.Al"ED AR!!AS TO RECEIVE A 5" MEDIUM 6"1ND SHflP.EDDEP eARK M\JL.,C.H LA'T'El'I. EXCEPT IN TUl'll' Al'l(l!:AS. SUBMIT SAMPLE TO CIT'!' INSPECTOl'l FOl'l APPl'lOVAL PRIOR TO BULK DELIVER'!' TO THE SITE. 4. ATTACH VINES TO MASONR'T' 1"4ALL5 l'IITH EPOX'T' VINE TIE:5 AT END OF MAINTENANCE PERIOD. c:5,ENEFitAL. NOTES I. ALL LANDSC.Al"IN<!'I AND ll'llt.l<!'IATION SHALL CONFORM TO THE CIT'!' OF C.AflP.L5"AD LANDSC.APE MANUAL AND ALL OTHER LANDSC.APE l'lELATED CIT'!' STANDARDS. :2. ALL REGUIRED LANDSCAl"E AREAS SHALL BE MAINTAINED 6'!' THE DEVELOl"E"-. THE MATEl'llAL SHALL 6E MAINTAINED IN A HEAL TH'!' c5'ROl'IIN6 CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL 6E 5ATI5FAC.TORIL Y TREATED OR l'lEPLACED. 5. ALL Tl"!:ES J,',IITHIN 5' 01' IMPROYEMENT5 SUCH AS, J/IIALKS, C.Ul'l.eS, PAVINcS<, ETC.. SHALL 6E INSTALLED ..-t!TH C.IT'T' Al"'PflP.OVED ROOT BARRIERS. 4. C.ONTRACTOlt.S ON THE JOl5 SHALL CARR'!' INSURANCE !!IATISFACTOflP.'T' TO THE OJ,',fNEflP., AND SHALL l"flP.OVIDE C.l!:RTll'IC.ATION 01" C.OVERA<!'IE UPON REGUEST. CONTRAC.TOl'l SHALL NOT CAUSE THIS POLIC.'T' TO BE C.ANC.ELED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLIC.'T' SHALL INCLUDE A C.LAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DUl'llNcS< THE C.ONSTRUCTION PEl'llOD, eE CANCELLED, REDUCED, RESTRICTl:D, OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED J,',IRITTEN NOTIC.E AS EVIDENC.ED B'T' RETUl'lNED l'lEC.EIPTS OF REcS<ISTEl'I.ED OR CERTIFIED LETTERS. 5. THE C.ONTRACTOR Ac5'REES TO HOLD THE LANDSCAPE ARCHITECT HAl'lMLl:55 FROM AN'!' CLAIMS ARISIN<!'I OUT OF HIS OPERATIONS OR THE OPERATIONS OF AN'!' OF HIS SUBCONTRACTORS, MATERIALS SUl"f'LIERS, OR A6ENTS. 6. THE CONTRACT DRAY'IINc,5 l'lEl"l'I.ESENT THE FINISHED CONSTRUCTION AND DO NOT INDICATE METHODS, PROC.EDUltE5, 01't SEQUENCE OF CONSTRUCTION, THE C.ONTRAC.TOl'l SHALL TAKE THE NEC.ESSAR'T' PRECAUTIONS TO MAINTAIN THE INTEc,l'lfT'T' OF 5TRI.Jc-TURES DURIN<!'I CONSTRUCTION. THE CONTRACTOR 15 RESPONSIBLE FOR THE DE516N, CONSTRUCTION, AND MAINTENANCE OI" ALL SAFET'T' DEVICES, INCLUDIN<-"> 5HORIN6 AND BRAC.INc5'. "!. ALL LOCAL, MUNICIPAL AND STATE LAl'e, FWLE:5 AND l'I.E<!',1./LATIONS 60VEl'I.NINiS, Olt. 11!.!:LATINcS, TO ANY PORTION OI" THIS l'IOflP.K ARE HERE6Y INCORPORATED INTO AND MADE A PART OF THE PROJECT SPEC.IFIC.ATIONS AND THEIR FROVISION5 SHALL BE CARRIED OUT 6'T' THE CONTRACTOR. THE CONTRACTOR 15 RESPONSIBLE FOR THE ENFORC.EMENT OF l"EDERAL AND STATE OF C.ALIFOl'lNIA OCCUPATIONAL SAFET'T' AND HEAL TH RE<!'IULATIONS AND REGUll'lEMENTS. e. THE C.ONTRACTOl'l SHALL VEl'I.IF'T' THE LOCATIONS OF ALL-EXISTIN<!'I AND NEY'! UTILITIES, 5TRUCTUllt.!:5, AND 5Ei'P.VIC.E5 eel"~ l'IORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOJ,',!N IN THESE PLANS ARE APPROXIMATE ONL '!'. ANY DISCREPANCIES eETl'IEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE OY'INEflP. AND THE LANDSCAPE ARCHITl:C.T. "I. THE CONTRACTOR SHALL PROTEC.TALL EXl5TIN6 UTILITIES, LANDSC.APIN<!',, AND FEATURES TO l'lEMAIN ON, AND ADJACENT TO, THE PROJECT SITE DUl'l!.INc, CONSTRUCTION. C.ONTRACTOR SHALL REPAIR, AT HIS Ol'IN EXPENSE, ALL DAMA6E l'lESULTIN6 Fl'lOM HIS OPERATIONS OR NE6Ll6ENCE. 10. IN AN EMER6ENC.'T' THREATENIN6 THE SAFET'T' OF LIFE, l'IOflP.K OR ADJOININ6 Pl'lOPERT'T', TI-E C.ONTRAC.TOR 15 H~l!l'T' INSTRUCTED TO ACT AT HIS DISCl'lETION TO Pl'lEYENT SUCH LOSS OR INJURY. II. THE C.ONTRACTOR SHALL OBTAIN AND ~IEJ,',I THE PEl'l!.TINENT ENc,INEERIN6 AND ARCHITECTURAL PLANS BEFORE 6E<!'IINNIN6 ""ORK. THE CONTRACTOl'l SHALL VISIT THE SITE AND VERIF'T' ALL DIMENSIONS Pl'llOl'l TO SUBMITTIN6 A BID. PERMITS FOR ANY CONSTRI.Jc-TION DEPICTED IN Tl-ESE PLANS SHALL BE OBTAINED 6'!' THE C.ONTRACTOl'I!.. 1:2. CONTRACTOR SHALL HAVE A VALID CONTRACTOR'S LICENSE AND A CIT'!' 6USINESS LICENSE REGUIRED FOR THE PARTICULAR l'IORK BEIN<!', DONE. CONTRACTOR SHALL NOT ALLOY'! LICENSES TO LAPSE DURIN<!'I THE C.ONTl'lACT PERIOD. 15. DO NOT SCALE AN'!' DAAY'IIN6 IN THIS SET. ALL J,',ll'llTTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SC.ALE 5HOl'IN ON THE PLANS, SECTIONS, AND DETAILS. 14. C.ONTRACTOl'l SHALL NOTIF'T' UNDERc5'ROUND 5El'lVIC.E ALERT (eoo) 422-4155 BEFORE START OI" CONSTRUCTION (:2 l'IORKINdo DA'T'S OflP. 4e HOURS). 15. C.ONTRAC.TOl'l SHALL VER.IF'!' LOCATION OF ALL EXl5TIN6 UTILITIES PRIOR TO CONSTRUCTION • INSTALLATION OF l"R0'9051!:P Y'IORK SHOJ,',!N ON THE LANDSCAPE PLANS. 16. THE C.ONTRACTOl'l SHALL NOTIF'T' THE CIT'!' INSPEC.TOl'l AT ("160) e15-6"!0e "12 HOUl'lS IN ADVANCE OF THE FOLLOl'IIN6, "· Pl'lE-CONSTRI.Jc-TION MEETIN6. b. IRl'll6ATION MAINLINE TEST. THE CIT'!' IN5PECTOR SHALL ATTEND, OBSERVE AND Al"l"ROYE THE TEST l"Rlo,,t. TO eACKFILLIN6. IT'IS THE RESPON5115ILIT'T' OF THE CONTRACTOR TO C.OORDINATE THESE MEETIN65 AND INSUl'lf: THE CIT'!' INSPEC.TOflP. 15 PRESENT AT THE SITE AS l'IELL AS THE LANDSCAPE ARCHITECT. 1 Ii. THE C.ONTl'lAC.TOlt. 15 l'lEGlUlll!.!:D TO SUBMIT THE FOLLOl'IIN6 TO THE CIT'!' INSid!!CTOR AND OBTAIN THEIR APPROVAL PRIOR TO DELIYER'T' TO THE SITE AND PROC.EEDINc, J,',IITH CONSTRUCTION, "· A<!',!OtONOMIC. SOIL TEST 4 REPORT. b. 0Rc5'ANIC MULCH. C.. ROOT BARRIERS. IT 15 THE RE5PON5I6ILIT'T' OF THE C.ONTl'lACTOR TO Ol!lTAIN THE CIT'!' Al"l"flP.OVAL PRI01'1. TO DELIVER'!' OF THE Al!lOVE ITEM5 TO THE SITE. re. THE LANDSCAPE AflP.CHITEC.T SHALL eE NOTIFIED NO L!!55 THAN "12 HOUflt5 IN ADVANCE OF THE STAl'l!.T OF CONSTRUCTION, AN'!' SITE OBSERVATION, OR MEETIN6S. SITE OBSEl'l!.VATIONS SHALL INCLUDE, BUT NOT 6E LIMITED TO, a. PRE-CONSTRUCTION MEETIN6. b. LANDSCAPE c5'RADIN6 AND SOIL AMENDIN6. <-. LANDSCAPE C.ONSTRI.Jc-TION AND INSTALLATION. d. 5POTTIN6 OF Tl'lEES AND SPECIMEN PLANTS. e. IRRl<!'IATION MAINLINE PRESSUl'lE, C.OVEl'l!.A6E AND 1'111'1.E CONTINIJIT'T' TEST!>. f. PLANTIN6 AND/OR SODDIN<!'I. 9. PRE-MAINTENANCE (SUBSTANTIAL C.ONFORMANCI:' l'IALKTHflP.OU6H). h. POST-MAINTENANCE (FINAL l'IALKTHROU<!'IH). l"I. Ul"ON COMPLETION OF THE MAINTl:NAC.E PERIOD 15'!' THE CONTl'lAC.TOl'l AND Al"TER l"INAL l'IALK-THl'I.OU6H, A "C.Elt.Tll"IC.ATE C1F SUBSTANTIAL COMPLETION" SHALL eE SUBMITTED TO THE CIT'!' AND THE DEVELOPEl'l. THE CERTIFICATE SHALL eE PROVIDED 15'!' THE LANDSCAPE ARCHITECT, LANDSC.APE CONTRACTOR, <!'IENERAL CONTRACTOR AND OTHER LICENSED OR CERTIFIED PROFESSIONALS INVOLVED l'IITH CONSTRUCTION INDICATED ON THERE PLANS. THE C.ERTIFICATE SHALL INDIC.ATE THAT l"LANT MATERIALS AND IRRlc5'ATION SYSTEM HAVE BEEN INSTALLED IN AC.C.ORDANC.E l'IITH THE PLANS. H'T'DROSTATIC AND COVEl'I.A6E TESTS FOl'l THE IRRlc!ioATION S'T'STEM HAYE BEEN OBSERVED e'!' THE LANDSCAPE ARCHITECT AND FOUND TO !:IE AC.C.El"TABLE. ALSO, THE CERTIFIC.ATE SHALL INCLUDE A LIST OF OBSERVED DEFIC.IENCES, ITEMS THAT Y'IILL l'lEGlUIRE CORRECTION, REPLACEMNT OR OBSERVATION. I. A6f!P.ONOMIC SOIL flt.EP01'1.T l"ROM A C.ERTIFll!;D, CIT'!' APPROVED, LABORATORY 15 l'lEGlUIRED BY THE CONTRAC. TOl'l AND SHALL l3E SUBMITTED TO THE LANDSC.APE AFI.CHITEC.T AND CIT'!' INSPECTOR l"flP.IOl'l TO COMMENCEMENT OF SOIL AMENDIN<!'I FOR APPROVAL. 2. THE SUBMITTED SOIL ANAL '!'515 SHALL INCLUDE THE FOLLOJ,',IIN6, L.ANDSC.APE C.ALC.ULATION5 cn;NERAL1 TOTAL LOT AP'lEA, ll!S,e26 SF (2.66 AC) 6UILDINc5' C.OVERA<!'IE, :11,"!44 5F POOL • DECK AREA, 2,51"! SF TOT LOT AREA, 6"10 5F J/IIALKl'IAYS, 12,6e2 SF PARKIN6 4 DRIVEJ,',!A'!'S, 5iP65 SF TOTAL LANDSCAPE AREA (L.AJ, :51,150 SF (0.il AC) 5IS LANDSC.APE AREA, :26.e>"!% 1"1-ANI ZONES, . · ZONE I -LUSH(T!.JflP.F), 4,oob SF (11.25% CIF L.AJ ZONE :2 -REFINED, 26,4e"! SF ("14.45% OF L.AJ ZONE 5 -NATUAALIZINc5', 5P"II SF (14.50% OF L.AJ ZONE 4 -NATIVE, 0 SF f'AlltKlt/6 LOT LANPSGAf'IN6, SURFACE l"Al'l.!<INc5' AREA, .:2"1,2"15 51' TOTAL LANDSCAPE IN PA~KIN6 AREA, 1,651 SF !Ill LANDSCAPE IN PARKIN6 AREA, 0.06!1!> TOTAL ~FACI!: l"Al'lKIN6 SPACES, ~ 5FACl!:5 lltEGUllltED (I) TRI!:!: FOl'I!. EVEl'l!.'T' (4) PAl'lKIN6 SPAC.l!:S• 21 Tl'l!:E5 PARKIN<!', LOT Tl'lEES PROVIDED, :21 TREES s:rm:i::rscAP"e, flP.EGlUIRED A MINIMUM (I) TflP.EI:" FOi'. EYER'!' (40) FEET 5TflP.l:ET FRONTA<!'IE STREET FRONTA6!:, +/-590 FT # Tl'lEES lltEGlUl!'lED, 6:50/40• e.25 Tl'l!:E5 # Tl'lEl:5 PROVIDED, 14 Tl'lEES STREET TREES SHALL eE PLATANIJS ACERIFOLIA (LONDON !9LANE TREE) AS INDICATED ON THE LANDSC.APE MANUAL APPENDIX VI.C. SQPPIN6 Of LAl"IN ~' I. INSTALL SOD AFTER LAJ,',!N AFtEAS THAT Al'lE TO 6E SODDED Al'lE l'lOTOTILLED, SOIL CONDITIONERS INCORPORATED, ROCKS AND DEBRIS REMOVED. :2. BEFORE PLACEMENT OF 50D AREAS SHALL BE FINISH 61'1.ADED SMOOTH J,',IITH A UNIFORM 6AAD!: BETJ,',IEEN l'IALK, C.URB5, STEPS AND BUILDIN6S. THE <>ONTRACTOR SHALL OBTAIN APPROVAL OF FINISH 61'1.ADES BEFORE PLACEMENT OF SOD. 5. SOD SHALL !!I!: LAID IN 5TA6,!,Eflt.!:D l'lOY'l!!'J, l'OLLOJ,',IIN6 THE 61'1.ADE ELEVATIONS. DO NOT LAY SOD l"'El'l.l"ENDICULAR TO SLOPE. 4. LA'!' 50D TO FO"-M A SOLID MA55 J,',IITH Tl6HTL'T' FITTEDJOINTS. BUTT END AND SIDES OF SOD; DO NOT STl'lETCH OR OVERLAP. STA66ER SOD STRIPS OR PADS TO OFFSET JOINTS IN ADJACENT COURSES. AVOID DAMME TO 5UBc,AADE OR 50D DURIN<!'I INSTALLATION. TAMI" AND ROLL Ll6HTL'T' TO ENSURE CONTACT J,',IITH SIJBc,RADE, ELIMINATE AIR POC.KETS, AND FOl'lM A SMOOTH SURFACE. ""ORK SIFTED SOIL OR FINE SAND INTO MINOR C.AAC.KS E!ETl'IEEN PIECES OF SOD; lltEMOVE EXCESS TO AVOID SMOTHERIN<S SOD AND ADJACENT 6AA55. !!I. SODDED AREA SHALL BE THOROU<!'IHL '!' J,',IA TEl'lED AND KEPT C.ONTINUOUSL '!' MOIST AS REGlUIRED. 6. flP.E-SODDIN6, SODDED AREAS J,',IHICH DO NOT !!'JHOJ,',f A PROMPT CATCH OF 6RA55 J,',IITHIN 10 DA'T'!l AFTEl'l INSTALLATION SHALL eE l'lE-SODDED UNTIL AN ACC.El"TA6LE STAND OF <!'IRASS 15 ASSURED. DELORENZO INCORPORATED 1111111 Planning Landscape Archltecture 1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•235• 05-019-01 - SHEETLP-2 SOIL TEXTURE, l"ERCENTA6E OF OR6ANIC MATTER, SOIL INFILTRATION AATE (MEASURED OR DERIVED FROM SOIL TEXTURE/INFILTRATION AATE, TABLES), PH AND TOTAL SOLUBLE SALTS, AND RECOMMENDED PLANTIN<!'I BACKFILL. APPROVED FOR PLANTING "AS BUILT" . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIEW-ED BY, AREAS. INSPECTOR DATE CTr] CITY OF CARLSBAD [TI DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PLANNING DEPARTMENT Planting Notes & Calculations for: Cassia Heights Family Housing _AP_P_Ro_VE_.,..,~,_,">t~~,, _____ //J./-Cl;i ASSISTANT PLANNING DIRECTOR DWN BY: DLI CHKD BY: MZ RVw'D BY, MYLAR 10-31-05 PROJECT NO. SDP D2-13 DATE DRAWING NO. 4332L ~ ~ \.,-1 I f\.) "' -~*I (D 2" DIA. X 10' LODcSoEPOLE PINE STAKE (2 REG'DJ @ I X :2" 1/11000 BRAGE. @ VINYL TREE TIE (:2 REG'D. PER STAKE). @24" MIN. @ PLANTINcSo BACKFILL @ 12" MIN. G) TREE TRUNK. @ROOT6ALL. ® 9 X ROOTBALL ~IDTH. mJJ. ,,_ le @UNDISTURBED NATIVE SOIL. lllllllf NOTE, AN le" DIAMETER C.l'RC.LE CUT OUT 11111TH 2" MULCH SHALL 6E ~ PROVIDED TO ALL TREES PLANTED IN TU'RF AREAS. PREVAILIN5 I/IIIND PLAN VIEi/ii CD ROOT6ALL. @ GROI/IIN-1" ABOVE FINISH cSoRADE. @ FINISH cSoRADE. @ 9 X ROOT6ALL DIA. G) PLANTIN6 BACKFILL. @ PLANT TABLETS. G) I" MAX. DEPTH. @ TOP OF PAVIN6. ® 4" Hl6H I/IIATERIN6 BASIN. @ UNDISTURBED NATIVE SOIL. 0 TREE PLANTIN6 DETAIL NO SC.ALE 0 SHRUB PLANTIN6 DETAIL NO SC.ALE 10' 10' ------- .!'"LAN Yll=rt = '<t N ~-'I<--------" N G,_f'!O,S 5ECTION (D .:2-4" ROLL ROOT CONTROL BAl'!.111!.l!?R (BIOl!ARRIE~ l!Y BBA 111!.El?MAY, INC. <eoo).:2e4-.:21eo INSTALL FLUSH YIIITH l!AC-K OF C~ f FINISH 6RAPE AS RECOMM!?NPEP BY THE MANUFAC TUREl'l . .:20 FEET OF BARRIER FER TREE. @ HARDSCAPE EP~!:, SIP!:YIIALK, CURB, SYIIAL.!: OR PAYEM!:NT @ ROOT CON'T'l"OL l!ARRl!:111!. TRENCH BACKFILLED YIIITH CL!:AN SITE SOIL. @ TOP OF ROOT CONT"-OL BA"-l'!.l!:111!. FLUSH YIIITH ~RAP!:. ROOT D!:FLECTOl'it5 AND SOIL ANCl-!ORS MUST FACE: TREE. @ .:2" IN 5!«1J!5 AREAS. @ TREE: (:t) "-OOT CONTl'lOL !5Al'tl'tl!:l'itS SHAU BE Pl'tOVID!:P AS SHOYIIN ON THl5 PETAIL ViHERE TREES ARE PLANTE!? YIIITHIN !5 FEET 01'1. CLOSER FROM TH!: HARDSCAFE !:P*. @ 5U!5MIT 5AMl"L!: TO CITY INSPECTOl't FOl't APPROVAL PRIOR TO INSTALLATION. • •· C 5EC-TIQN ® !'"LAN ~ CD I" eELol/11 PAVEMENT. @ AMENDED SOIL, FER SPECS. @) PLANT TABLET, PER SPECS. @ FINISH cSoRADE. @ SEE PLANT LE6END FOR ON GENTER SPACING. @ CONCRETE MOl/ll STRIP, OR HARDSGAFE IMPROVEMENT AS INDICATED ON PLAN. 0) CONCRETE CURB OR HARDSC.APE IMPROVEMENT AS INDICATED ON PLAN. @ ON CENTER SPAC.INcSo DIVIDED BY TI/IIO. REFER TO LE6END. @ :2" MEDIUM 6RIND SHREDDED 6ARK MULCH 6ROUND COVER PLANTIN6 DETAIL NO SC.ALE CD VIN!: OR !:Sl"AL l!?ft.. @ .:2" P!:!:P l"IA~IN<!> BASIN. @ FINISH <!>RAP!:. @ !'"LANTIN6 6ACKFILL @ !'"LANTIN6 TA6L!:TS. PLACE IN PIT .:2/9 UP Fl'!.OM PIT BOTTOM, 51:E SPECIFICATIONS. @ SCAl'!.IFY SIPES ANP BOTTOM OF PLANTIN~ PIT. (J) UNPISTIJRe!:D NATIVE SOIL. @ S!:T TOP OF l'!.OOTBAU I" ABOVE SURROUNDIN6 ~RAPE ANP SLOP!: FOR Pl'!.AINA6E. NOT!:5, @ 51:T VIN!: OR ESFALl!:R AS CLOSE TO BACK SURFACE: OF PIT AS POSSIBLE. @ AU VIN!:S SHALL BE ATTACH!:D TO APJACE:NT l-'4ALLS VilTH VIN!: Tl!:S 5llc.H AS THE "PLANT ANCHOR KIT" MANIJFACTIJl'!.ED l!!Y TUMAX COMPANY, INC. OR APPl'!.OVEP EQUAL. DELORENZO INCORPORATED Q_ROO ______ T __ C,O ____ N_T_ROL..........,_B __ A_R_R __ IE_R ____ DE _____ TA ____ IL _________________________ _ \.:::_J NO SC.ALE 0 ~~~ PLANTIN6 DETAIL 1111111 Planning Landscape Architecture F z X If\ !ff11tfr 1mm -:3~ '.~u¥!~£~1ti[11 I ,-~ ;, vwul1D i i r1 .U ., ''' , ... ,, . @ PALM-PLANTINc:& DETAIL NO SCALE CD FROND!> -TIE Jl'ilTH SIN<!>LE STRAND OF ORGANIC MATERIAL UNITE AT END OF MAINTENANCE l"'ERIOD @ PALM -PER PLANTIN<S PLAN. @ TOP OF ROOT6ALL TO MATCH FINISH GRADE. @ 100% CLEAN 5AND BACKFILL. @ ~X il'IIDTH OF l<.OOTBALL. @ "10% COMPACTED 5UB6AADE. G) il'IATER BASIN (IF REGUIRED). . @ FINISH <SRADE. @) SCARIFY SIDES AND 60TTOM OF PLANTINi;, PIT. @ DEPTH OF ROOTBALL. @ PLANT TABS PER SPECIFICATIONS. @ e," DIA. AUGER DRAINA5E 51JMP 6ACKFILLED il'IITH PEA <SRAVEL. @ 4" DIA. Rl6ID PERFORATED PIPE il'IRAPPED il'IITH FILTER FABRIC. EMPTY TO BOTTOM il'IITH 4" FLAT DRAIN CAP (ND5 NO. 15 OR EGIJAL). DATE INITIAL ENGINEER OF WORK -1775 Hancock Street Suite 150 San Diego, CA 92110 819•295•5115 rax: 619•297•2354 -05-019-01 SHEETLP-3 APPROVED FOR PLANTING II AS BUil T" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIE',/ED BY• AREAS. INSPECTOR DATE ~ CITY OF CARLSBAD LTI 2 PLANNING DEPARTMENT 2 Planting Details for: Cassia Heights Family Housing - APPROVEC Y1 //-'r'·GS'" ta ASSISTANT PLANNING DIRECTOR DATE OWN BY: [/LI PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MZ REVISION DESCRIPTION SOP 02-13 4332L OTHER APPROVAL CITY APPROVAL RVl,ID BY, MYLAR 10-31-05