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HomeMy WebLinkAboutDWG 337-6L; PE 2.94.04; ST. ELIZABETH SETON CATHOLIC CHURCH; 01-17I I I I [ GENERAL NOTES RECLAIMED WATER NOTES 1, AL'_ WORK ~HALL BE DONE IN ACCORDANCE WIT'-1 THE CARLSBAD MUNICIPAL WATER DISTRICT'S CARLSBAD RE!(LAMATION RULES 5. REGU'-AT,ONS FOR CONSTRUCTION Cf' RECLAIMED WATER MAINS' DATED OCTOBER, 1993 -} 2, 3, 4, 5, 6. 7. 8. 9. 10. I I. 12. 13. 14. 15. 16, 17. #,19, 20. 21. }( 22, :>j,;'23, 24. . ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTA'.NS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING I RUN-OF!:: OR OVER-SPRAY IS PERMITTED, HOSE BIBS ARE STRICTLY PROH'.BITEO, ON-SITE CROSS· CONNECTIONS BETWEEN RECLAIMED WATER L:NES AND POTABLE WATER LINES IS STRICTLY PROHIBITED, NO SUBSTITUTION OF PIPE MATERIALS Will_ BE ALLOWEcl WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICPAc.. WATER DISTRICT, ALLON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNIC 1PAL WATER DISTRICT'S Rl1t,.ES ANO REGULATIONS. THE IRRIGATION SYSTEMS SHALL R:JN BETWEEN_ THE HOURS OF 1000 P.M. AND 5,Qo A.M. THE FOLLOWING MORNING (SPOT IRRIGA:ION COULD BE DONE AT A DIFFERENT TIME) WITH QL.;ALJFIED SU0 ERVISION R':RSDNNEL Cl'! SITE . PROVIDE M.1INIMUM OF AT LEAST 18 INCHES OF COVER OV':R ALL WIRING AND PIANG. "RIVATE LOTS SHALL BE PROTECTED FROr.' CONTACT FROr.' RECLAIMED WATER, WHETHER Br WIND 8LOrVN SPRAY OR BY ~RECT AF'F\.ICATIOl\1"'1ROJGH IRRIGAT'.0N 0R OTHER APPROVED USE,' LACK OF PROTECTON, WHETHER BY DESIGN, CONSTRUCT:ON PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROc!IBITED. CONTRACTOR SHALL ADJUST HEAOS TO PREVENT OVER-SPRAYING ON ALL S1JEWALKS 1 STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES ;,HALL HAVE A SPECIAL COJPLE K£Y PER CARLS9AO MUNICIPAL WATER '.liSTRICTS RULES AND REGULATIONS, METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MJNICIPAL WATEQ. DISTRICT, ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR·COOEO (PURPLE) f::~D LAID WITH WARNING TAPE PER THE CITY OF CAR~SBAD MUNICIPAL WATER DISTfilC I S RULES A.'JD REGULATIONS. AU. POTABLE WATER AND RECLAJMED WATER P1PING Sl-'J\LL BE 'NSTALLEll WITH ";rlE STENCILING ORIENTED TuWARD;HE TOP OF THE TRENCH. - WHEN A POTABLE WATER LINE AND RECLAIMED WATER L!NE CROSS, THE RE:LAIMED LINE SHALL !3E INSTALLED WITHIN A PROTECTIVE SLEEVE, THE SLEEVE SHAL,L. EXTEND IO FEE1 FROM EACH SIDE, "ROM THE CENTER LINE CF POTABLE LNE, FDR A fOTAL OF, 20 FEE·. A 10 FOOT HORIZONTAL SEPARATl?N BETWEEN POTABLE WATER AND RECLA!MED WATER MAINS MUST BE MAJNTAINED AT ALL TIMES. THE POTABLE LINE MUS, BE 1NSTAc..LED ABOVE Tl-1E RECLAIMED LINE, A MINlliUM OF 12 INCHES Of VERTICAL SEPARATION BETWEEN UTILITIES MUST et: MAINTAINED AT ALL TIMES, DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION :EST A'JD COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER ~STRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF ,'lECLAJMED WATER. QUICK CO-JF'...L~G VAl_VES US!;::) IN RECLAJ.\1ED WATER SYST8'1S SHAL.!... CONFOHM TO 1 nE_ FULLLl...-,INU; A 8, 0. QUICK-C01.;PL1NG VALVES SHALL BE I INCl1 NOMINAL SIZE 'iELSON ,!l'"/645 WITH BRASS CONSTRUCTIO"i AND A NORMAL 'l'iORKING PR~SSURE CF I50P,S.L OR RAIN BIRD ,:144 NP. , l'.11 OROER TO PREVENT UNAUTHORIZED :.JSE, THE VALVE SHALL BE OPC:RATED ONLY WITH A SPECIAL COUPLER KEY WITH Al\ ACME THREA) FOC: OPENING AND CL0SING THE VA 1 VE. lHE COVER SHAc.L BE PERMANENTtY ATTACHED TO THE OUICK· O'.)IJPLING VALVE. IT SHALL BE FUf<PLE RUBBER ()f< VINYL. LOCKING CDVE~S ARE REQUIRED. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO CclUNTY '.lEPARTMENT Of HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORYIARDEtJ TO Tr<E NJN· INSPECTING PARTY. DEVELOPER SHALL SHCW THE LOCATION OF R.C. SIGNS " '.JO NOT DRINK" ON THESE P'.ANS, AN ON·SITE USER/SL.;PERVISOR SHALL BE DESIGNATED IN WR111NG.. THIS INDIVIDUAc.. SHALL. BE: FAMILIAR WIYH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS CF BACKF'.OW/CROSS·CONNECTION PR0l ECT luN, AND THE SPECIFIC REQUIREMENTS Cf A RECLAIMED WAT ER SYSTEM, COPIES OF THE DESIGNATION I WITH CONTACT P\-<ONE NUMSERS SHALL BE PROVIDED TD THE SAN DIC:GO COUNTY DEPARTMENT OF HEALTH SERVICES A."JD CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENC.:Y CONTACT Father Colman @ 438-3393 (FILL!'.' [NAMEj (TEl.NO,L 0R AFTER HOURS CONTACT father Co man @ -~c::i4""38,.,;-",!J-.3.""--3,._____ __ (FILLIN) (NAME) (TEL, NO'.) !TEMS N0'5 8 19 /:I 23 SHALL BE REQUlf<ED ,JUST PhlJf< T0 T~E ACTUAL 'J_SE OF RECLAIMED vlATER, ITEM N'.) 22 THE SIGNAGE PLAN SHALL SI: A f-AFff De ThlS LP. BUT THE ACTUAL SIGNS (I TAGS Wile. 81: :NSTALLED .J~ST Pf<luf< TO ACTUA USE Of R,C, WATER. SHOW ALL PUBLIC B. PRIVATE POTAF.<LE WATER M.AINS ON IM~ROVtME'iT PLAAS. BLACK LOGO r PURPLE BACK<RO:ND I 3o" t-I BLACK }>------'-----'---,,.-N~. Tc..-,_s'"', -- WARNING RECLAIMED WATER DO NOT DRINK LETTERS REC LAI MED WATER AVISO-AGUA IMPURA NO TOMAR (SIZE) I 2" X 35" .060 ABS F\.ASTIC ~R STICK· 0 VINYL SIGNS ALS0 .. 016 AWMINUM -~ J" BLACK LETTERS 2'' BLACK LETTERS TYPICAL SIGNS L LANDSCAPE ARCHITECTURAL WORKING DRAWINGS AND PRIVATE IRRIGATION IMPROVEMENT PLANS FOR e ST. ELIZABETH SETON CATHOLIC CHURCH 11, SIGNAGE NOTES THE FOL~OWING GU'DEL:NE:; Fo,,: THE 'JSE OF RECLAIMED WATER A1'E TO BE PERMANENTLY POSTED INS1DE THE DOOf 0" C:ACH CONTROLLER W~ERE THEY ARE C:,'\SILv VISIBLE, PU\Ct ON 8~1/2"X I 1' S'.ZED $'GN. CITY OF CARLSBAD, CALIFORNIA COLOR: PURPLE: BACKG'lCUNO Wl'rH !LACK '-ETTERING. Gll'QFI IN"'S i=os R'Gi AIMED WATER tlSF , I. 2, 3. 4. 5. 6. 7. 8, IRRIGATE BETWEEN THE HO:JRS OF 10,ooP.M. ANO 6•00 AM. ONLY, WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH OU ALI Fl ED SU"ERVISORY PERSO:lNEL ON·SITE. NO SYSTEM SHALL AT ANY :IME BE LEFT UNATTEl';DED WRING USE OUTS'.DE THE NORMAL SCHED~'-E. IRRIGATE IN A MAr>;NER THAT WILL MINIMIZE RUN·DFF, POOLING, AND PONDING, Tl-IE APPLICATION RATE $HALL NOT EXCEED THE INF',LTRA:ION RATE OFmE SOIL. TIMERS MUST BE AJJUSTED SO AS TO BE COMPATl3LE WITH THE LOWE:ST SOIL INF'LTRATIO'J RATE PRESENT, THIS PROCEDURE MAY SE FACl'.ITA'E) 8Y THE EFFICIENT SCHEDUUNG OF THE AUTCMATIC CONTROL CLOCKS, (1,E., EMP.OYINl' THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATIO'l TIME INTO CYCLES THAT WILL PROMOTE MAXIWjM SOIL ABSORPTlON). ADJUST SPRAY HEADS TO E'_IMINATE OVERS PRAY ONTO AREAS NOT UNO ER THE CONTROL OF THE CUSTOMER, FOR EXAMPLE, POOL DECKS, PR:VATE PATIOS A'1D ..OTS, A,'JJ STREETS AN) SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EO:JIPMENT AND MATERIAL FAILURE, 8KOKEN SPRINKLER HEAJS, LEA.'<S, ~N~ELIABLE VAL\ES,., ETC, SHOJLO BE REPAIRE.D AS SOON AS , H_Y BECOME AP•AKENT, EDUCA";E ALL MAINTENANCE PERSONNEL ON A CO!'<Tl:-JUO:JS BASlS Of THE PRESENCE OF Rf'.CU\:MEO WATER. PERSONNEL MUST BE :NFORYED THAT R.C. WATER IS MEANT FOR \'<RI. PI.IRPOSES ONLY, AND IS NO"." APPROVED FOR DRNK:NG MPOSES, HAND, TOOL, WASHING, ETC, GIVEN THE i'IGH TURNOVER RATE OF EMP~YEES IN THE LA.'lDSCAPiNG INDUSTRY, IT IS IMPORTANT THIS INFOR- MATION BE DISSEMNATED ON AN A!..MOST DAILY BAS:S. IT IS YOUt THE LitNDSCAPf fNTRACT~R 1HO I~ R!;:,SPONSt~LE FOR E0J ATi.'iG _ACf-A,~D EVERY ON_ 0, rOJR d.'F\.OY ~ES, -OBTAIN PRIO., APPROl'AL OF Ac.'-PROP OS ED CK,:.,',GES AN') '10DIFICArIQc.:S :0 ANY PP I VAT c 0'> SITE FACl'-I1'11;$. SUCH CHANGt:S MJST St: SUBMITTED ";O AND APPROVED BY ThE DISTRICT ENGINEERING OFFICE; AND DESIGNED IN A(;CQRDANCE WITH DISTRICT STANDAHDS. ALL RECLAIMED WATE~ SPRtNKL"R CONTROL VAi..VES SHALL & TAGGED WITH I0ENTIFICAT:ON T.lGS, A. 8, TAGS SHALL BE WEAmERPROOF PLASTK::, '3" X 4" PURPLE I'! CCLOR WITH THE WO~DS "WARNING' R•'C' A'YFD Wf)fER·DO NQ~DR1Nx"1MPR11HED O'S g~c: /~~~ 10Ar~0E~AV~76c:, AG1'~AP 1R"'~\'.(N8G. s'~lt.~1,t' ~ERMANEN: AN0 BLACK IN COLOR. L:SE TAG$ AS MANUFACTL:RED BY T, CHRIS:Y ENTERPRISES OR Af'CROVED EQUAL. ON!' TAG SHALL BE ATTACH!'D TO EACH VALVE AS FO'_LOWS: I, 2, 3, ATTACH TO VALVE STEM D!RECTLY OR WITH PLASTIC TIE·WRAP OR ATTACH TO SOLENOIO WIRE DIRECTLY OR W:lH .O\..AST1C TIE·WRAP QB. ATTACH TO VALVE COVER WITH [XI.STING \/Ac.VE COVEH BOLT. A:..L SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEAJS, EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EOUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING fHE WORDS "RECLAll'JlfQ WATER USED FOR IRRIGATION" IN ENGLISH AND SPA.'JISH, Wl'"H BLACK LETTERS I H GH ON A PURP_E BACKGROUND. THE SIGN SHALL BE Pl.ACED SO THAf IT CAN BE READiLY St:E~ BY ANY OPERATIONS PERSJNtiEL UTl'_l21NG THE EQUIPMENT. I. 2, '3, I 8 11 DECLARATION OF RESPONSIBLE CHARGE: . VICINITY MAP NTS INSPECTION P~OCFJURES Cit'.' Con5trvc!i9n lnspectiQr'\ Sholl lnch,d~: A. Location of pipe lines. 8. T,encr oeplh, •. C, Required seporotion (Horiiosral:, orxi Vertically). D. Pire ioen1i'ico1ion. ( p,o.c:s) Poin1, of CQ()(\ecrions. E, Locorion end idenri/iccrion oi s,,riokler heods. ,0 , Wornin,q s,gns 01 lhe sire, end on !he ;o.icKs ho~llrq recloimed water (11 recloin,ec .,,,01er :s used lor cons1rvc1Ion ). AA opproval ',et/er reoardlno rhe in~clion of lhe project shell be obloinect rrom the ci•y UM! 1he district, Md be forworaed 10 lhe cout\ly ~eaI1h cerortmen1 prior lo lino! insoeclio• -oppro,,ol, District Final Inspection Sholl Include: A. Co1,1ero1ve tes~1 alter Cl)rr,p!etior1 of the sprin~!~r sy-st~m,to di>:h:rm1ne th~ odequOC)' of co·,efuge· on t~e oµprovi;d use area and pro1ection of areas not 'Jpprovcd for receiv1n~ r~c1aimed woter. 8. Warnino siQM and lob,ls. C. Ovick coupling valves, D. All aspec1, oi the lrrioation conditions including windblo,,in spray, rwnoif, one poncing. E. Reqwed p,01ec1ion of ol: resiMnliol oreos. F. Requirt:d pro/ectiC<I of we1\s1 strt!oms, reservoirs, ~~c. G. Cross-corinec1ion. Annual ln,pection Shall Include: complele iespeclion which s>ould caver porf A ond part 8 and part G A oi 1he districls linol inspection. ffi NORTH OWNER: PROJECT SITE \ \ I\ I I' SAINT ELIZABETH SETON CATHOLIC CHURCH I HERESY DECLARE THAT I AM THE UCENSED DESIGNER OF WORK FOR THIS PROJECT, TIIAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE ,,,__ I f DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF TIIE BUSINESS AND PROFESSIONS CODE AND THAT TRE DESIGN IS CONSISTENT WITII I CURRENT STANDARDS. WAAN:NG RE:CLA!MED WATER I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, THE CARLSBAD MUNICIPAL WATER DO I\OT CJHINK -DISTRICT, AND THE SAN DIEGO COUNTY DEPARTMENT OF HEAi.TH SE VICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OR MY RESPONSIBILlTES FOR PROJECT DESIGN, ~ THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION I-, I ~ I ! i CJ ! ' ' I : ' I ' I LE;GENQ l!i'l POINT OF CONNECTION .@ DQNQI'D,RINKSIGNLOCATIONS SITE 'MAP NTS PROJECT ADDRESS : ' ' 6628 SANT A ISABEL CARLSBAD CA 92009 APPROVED .S.b,q 111·, 0, ~ ENGINEERING PLANCHECKER D SVEt_OPERS NA(Vl,E: J;/\ PLAN, FIRE PROTECTION PLAN, AND ALL CONDillONS OF APPROVAL RELATED TO LANDSCAPING. u' (I) i= 0Ll AcDREss: iii NOWELL-THOMPSON, ASLA AND ASSOCIATES LANDSCAPE ARCHITECT UCENSENO, DATE TE:_[PH:)r>;!:: AVISU · AGUA ('Y1PURA 9444 BALBOA A VE,, SUITE JOO SAN DIEGO. CA. 92123 (619) 571-7855 Revisions_ ,n,,,,sr be approved by P,.1b\1c Heol'h NO TOMAR ~ng1.neer, Cit~ ::flgi~~tt 8. D1siriu E:n9neer "~-a prier 10 impl!;!rnE:n101!00 i~fie!c. DATE PLAN PREPAR'::CJ CARLSBAD MUNICAFAL WATER DISTRICT rs" X :s" SIZE AA.~',:-~ DIS'ff~1cr A~PROV!;:~ CHANGE$ B[N:H !v1ARK 8-02-ff . .___. N 0, Ot1~c;:rlptlon .016 ALUMINUM,.OSOAlJS R..ASTIC WILLIAME.PLUMMER Ap:i,ov~o Q l lo DATE; ~ 0 ~ II c,; r 1p I 10 /'I OR s~1cK-ON V',NYI_ SIGNS. DISTRICT ENGINEeR R.C.E. 28176 - ' . I Lo,; a! 1or1 SA~k-C:-'Y¥'NT--{' iALTH DEPARTMENT ' I --1/ J:, -v------~-)-':ff l-l11corll' From E,pi,otim - flt1•t11l1()r, D ~ t,,,m Dme APPRtlVED BY: -.... -) DA~ i I ·----I ·~ ' I ' I I I SHEET INDEX SHEET TITLE PAGE NO. 1 AL.(,A . TITLE SI·IEET CONSTRUCTION PLANS (l "=20'-0") CONSTRUCTION PLANS (1/8"=1 '-0") CONSTRUCTION DETAILS IRRIGATION PLANS PLANTING PLAKS IRRIGATION DET.t\ILS PLANTING DETAILS RECLAIMED WATER USE ·coLORMAP PLANTING SPECIFICATIONS 1111\¥ SANCTUAIIT ' :; (¼' \ ',' ,, ~ ' \ \ -.....__ \ ' . ' )· ~-: I I I ---. ' SEE SHEET L-16 FOR MAINLINES, PLANTING AREAS, AREA OF Fl/Tl/RE WATER USE, ETC. ffi NORTH REV. 4-18-94 REV 7-26-94 . "AS BUILT" TITLE DATE REVIEWED BY: E,~<fl/ DATE • 'iS"'ECTCJR OAT" L-1 L-2-3 L-4-5 L-6-9 L-10-11 L-12-13 L-14 L-15 L-16 L-17 CARLSBAD MUNICIPAL V✓A'ER 01s--:-R:cT s l\'3 l:I ! CITY OF CARI_SBAD I I 17 L-1 PLANNING DEPARTMENT ' 5 ti tl i;I 1 ~ ' PRIVATE (ON SIT El RECLA I ~vi ED WAT'::R SYSTl::M FOR: i I ', : ; I i ' ' ' ) ' ' '· ' ' BY: TITLE SHEET ' ', FOR: ,, ST, ELIZABET~~To/1 CATHOLIC CHURCH ' ,, fE.. 2. '14.04-. . ' APPROVE~ Y../;/_7[{)/~ J~¾-7✓ ' ' AS Si ~WT . P'~ANNING ~IR!':CTpR 'J II ! (! ' 01w11. ' ' PROJECT NO. ' ::JRAW:r.cc ) ":O. ,, I Cr, <:1 C ~ t> d CUP 139(A) I 337-6L ! I > • .,., ........ ,..,.~,i.~ C.M.W/J, ;'08 NO. 94-C. 419 92-079 ;) I ,, ', I i I ., ~ . t ■ ■ I ■ I ■ I ■ I ■ I D • 0 :,z. ·-o·· (' 1( \ , ' I , ' , ■ ■ ■ . .., I • • \ • \ • \ • \ • \ • \ • \ 0 0 . ~ tt-t-tt-!---t-•"1~~--!~---;:~=~==·=---------=--=-~==l====d?' -~-----------------------~----------~ I LIMIT OF i,lOF'K ,_-:--,,J ~ I I I I I ------■ APPROVED BY: ENGINEERING PLAN CHECKER \ \ \ ___.,..-.-, .. -· \ DATE 92-079 NOWEll. • lllOMl'SON ASLA & ASSOClA TES Londsc:irc Arcl1i1ccturc Land Planning 9444 DJlbo:i Avenue Suite I 00 S:in Diego, CA 92123 (415) 96~·5592 (619) 571•7855 --~-' ~--::::::"" ', --\ \ ~, ' ',,, y) Vrfl \'. ' : \ \ I I' I .·· I T : / / I/ I I h ;_ I I • /,_.~~------ /, I . I • I . / I I I Ir-, /II I ; " I • I I . I I I ,. I I I I ' I . I I I I I I I I I I I I I I I I I I I NOTES: 1. ABRUPT LEVEL CHANGES SHALL NOT EXCEED l/2" ALONG ANY ACCESSIBLE ROUTE. WHEN CHANGES DO OCCUR, TIIEY SHALL BE BEVELED WIT!! A SLOPE NO GREATER THAN I :2. LEVEL CHANGES OF 1/4" OR LESS MAY BE VERTICAL. 2. ANY GRATE OPENINGS ARE TO BE LIMITED TO A MAXIMUM OF 1/2" IN THE DIRECTION OF TRAVEL. 3. 36" WIDE DF.TECTABLE WARNING MATERIAL AT THE BOUNDARY BETWEEN WALKWAYS AND VEHICULAR WAYS TO BE PROVIDED. 4. MAXIMCM CROSS SLOPE AT WALKS, SIDEWALKS, Al\TI RAMPS SHALL NOT EXCEED 1/4" PER FOOT CONSTRUCTION LEGEND CD (i) G) © REDWOOD HEADER @~. CONCRETE MAINTENANCE WALK-~ CONCRETE WALK-NATURAL OREY -,-.,-:-6---,. ELECT / MECH. EQUIP. SEE ELECT. & MECH. PLANS G) CONCRETE WALK -EXPOSED AGO.----~-+----'-'~ @ EX.WALKORPAVTTOREMAIN ~ (j) STAINED CONCRETE BAND __ sd:z!-@ @ 12" CONC. CURB EDGE u'S . :;., (2) SEATWALL ~Z@ @ LOWM'ALL =@ ~ ([i) GROTTOWALL e, l· l·8 @ (NOT USED) (A\ @ CONCRETE WALK· COLORED ® i8) RETAINING WALL -SEE CIVJL PLANS . (Jj) CONC. CURB -SEE CIVIL PLANS @ CONCRETE WALK -COLORED, ETCHED~ @ CONCRETE WALK -STAMPED -__j \.I::_§) @ TREEGRATE L: @ DRAIN -SEE CIVIL PLANS&-· >c:;.--+-=--+ @) CONC. RAMP & LANDINGS--;-:--;:-t- @ HANDRAIL~-----;><:;_ --1---:-':::;-t @ CONCRETE STEP Ci'5, @ BENCH Y:v ~ STEPCHEEKWALL-. --+--"8-w \SJ' l-7 e, @ CONCRETE RAMP EDGE----~ L-,;; @ EX. STEPS TO REMAIN @ ELECT. EQUIP. TO REMAIN @ TRASH AREA. SEE ARCH. PLANS @) BOULDERS -3' DIA.± ~ @ MONUMENT SlGNAGE tq @ @ SIGN. AGE ON W&-SEE OTE LC.</ @ CHEEK WALL L-</ SEE SHEETS L-6 THROUGH L-9 FOR CONSTRUCTION DETAILS NORTH I I I I O' IO' 20' 40' APPROVED FOR PLANTING AND IRRIGATION ~I) ~ REV. 4-18-94 REV. 7-26-94 ONLY, INCLUDING PRECISE LOC'..ATION OF .::,.""-' vow ''J;/;c:s.. "AS BUILT" PLANTING AREAS !l~f.t: . ~ "·:a; c"l' . -· . a ~ -~ ., ~~;;g~~. RCE EXP. DATE APPROVED BY: £ Of CA\.i\l)'I' ...:-,,.1 REV1EWED BY: ENGINEERING PLAN CHECKER DATE INSPECTOR DATE [TI] CITY OF CARLSBAD CTE] 2 PLANNING DEPARTMENT 7 CONSTRUCTION PLAN . FOR: ST. ELIZABETH SETON CATHOLIC CHURCH /J I APPROVED;->' :•1-u2 ls; I I -<,.-;,Z ✓4 L7~ ASSISTAN~NNING DIRECTOR: DATE' D\\,N BY: I PROJECT NO. I DRA'MNG NO. OAT£ INITIAL DATE . INITIAL OAT£ INITIAL CHKO BY: RE\/ISION DESCRIPTION 94-C. 419 EN GINEill Of' WORK Olli!:R ,'J'f>ROYAI. Ct TY' N'PII O V Al. Rvwtl BY: 337-6L :1L-------------------------------------------------------------------------~-------~~~~-~~ CUP 139(A) 92-079~i;: " . I I I I I I I ! I I I I ALGA ROAD ····-···---- I I I I ,----,,-,----:-,]-:;-, --....,:::-=-----·-------: ! I I i .. -. --~----. I ! I I ···--,,,,.,_., ..... - ' l ' I . ----·l------·------.. ···• I I i i ' ' I I • I I I I I I I --------/" 6 1---- ' I -+-. I I I 1•---' I I I I I , I -1...-! '--------' '=-=-~. =-=-·-=--~· ~--~-~--=· ---.. -.. -------I r--·---® ~-----~-.. I "'-...... EXISTING SANCTUARY .. , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·-~. I •. I ·-. ---......______ . . . . . . s AN --J ?' A ~ -- 92-079 NOWELl. • ·n IOMPSON ASLA & ASSOCIATES Landsc:i.rc J\rc~1i1ccturc: L;rnd Ptnnning 9444 D>lboa Avenue Suite 100 S<1n Diego, CA 92123 (415) %8•5592 (619) 571•7855 \ SEE SHEETS L-6 THROUGH L-9 FOR CONSTRUCTION DETAILS APPROVED BY: SEE SHEET 2 FOR CONSTRUCTION LEGEND APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS - ENGINEERING PLAN CHECKER DATE ' DAIT INITIJ.L DA IT INITIAL ENC<Na;R OF WORK RE\/lSION DESCRIPTION O'!HER APPROVAL I I I 0' IO' 20' 40' REV, 4-18-94 REV, 746-94 (j"'<+c <i O 'II Et I 41'~ "AS BUil T" ;°"~~ I ,, ·.' \ 5-17·94 * ' ) J-0-,.._ u... ./., RCE EXP. DATE :.:;, " ~.,, ' OF C,.l,,\)~ REVlE'l-l(D SY: - INSPECTOR DATE [rT] CITY OF CARLSBAD ~ 3 PLANNING DEPARTMENT __j CONSTRUCTION i'LAN FOR: ST. ELIZA.BETH SETON CATHOLIC CHURCH APPRO\tc:D. / // /L l £4'.' 0-,/ -,( 1/1. ASSIST ANt'PLANNING DIRECTOR; DATE D\\N BY: PROJECT NO. DRA'MNG NO. DAil: INITIAL CHKO BY: QT, APPROVAL RVWD BY: 94-C. 419 337-6L ~--ll!!la __________________ m:. ____________________________________________________________________ mmi_111111111111m .. 1111111----m1 CUP 139(A) ll(ilcfl 1-\fl"MOORA..t'HIC:!i 92-079 " . I / / I NEW SANCTUARY r 4~o"r ~ KJ ~ MATCHLINE SEE SHEET L • 5 --------~ ~-.. "'!.II!!'~---------=:..;;___-~--P."';. -------------------------------- • a -' -\.(} 2 a -. 8: -' l1) C, -' C, - ' 0 -· '° • () -. 'O -0 -· 1/\ • 0 . ' 1.1) • 0 -' \J:) • C, -· 0 - • 0 b -' t\, > C> -· '-£1 r r ... .. ' .. ,...--I !-!-!-~-!1-~ --z-- -1 11 '2/ -+------<'W J~---'--="-I~...._...._.._,_...._~ ~ ~....._..__ I I ,. ,_, J.·~- -- 1 11 ~ f/.A.-\.t)!C.,P ~f" ?6R SAN 11 p;JEC,,O /t:F&. 5rt:> -""G--2'T ·. . .. .. ' . . . -, ' .. •-.. ,. .. '.-......... . @) . : . ·· 1 ·' --. ·-. ' . ·. . .. . ' : PA. I . --., I 511,z" I \ !!,ANO--T'(,_'P..,._ I \ I-. I I I:-. . -.. • ,-• I I 25 MIN, +------ ~' \ ~ '2 I I T'(t>. 13 @;::., I .•.· . \ I/ •1~ ~~. \ ,~ 1 t I /2AMP-F.V. :! i( ' ) ;. f. } . ; . --.... · .. : -.. ~ '• . . . . -.--·' ''. ·. ,, -. -.. . . . .-:_ : . _: .. : 6 '-0 11 I I 1• 0-0 ilAMP l \ 124 ~ 011 ii 3 I ii I • ·1 ""- 47 ~ o" so '-o" APPROVED BY: ENGINEERING PLAN CHECKER 0 -· '-1) DATE 2/ -. :·. ·, ,__ • + .. •• u .-·: ·.-: ••• • • • ,. '..;2.,~·•:· •,:_·• ' . I 4-0 -- I ~I 3 I I I ~ l 92-079 NOWELL• TI-IOMl'SON /\SL.A & ASSOCIATES Landscape Archi1cc::1urc Land Planning 9444 Dalboa Avenue Suite 100 S:111 Diego, CA 92123 (415) 968·55'!2 (619) 571•7855 I I r- r ll CONSTRUCTION LEGEND 0 REDWOODHEADER w~ (2) CONCRETEMAlt-.'TENANCEWALK-S[32 ~ L-0 G) CONCRETE WALK -NA TIJRAL GREY --t--,--'--':-+ "' l.•G \.'.!.,/_ELECT J MECI-1 •. EQUlP • ..SEE ELECT_&.MECH. PLANS ·1 ' r '-o' G) CONCRETE'. WALK-EXPOSE'.D AGG. -----~~+ 05f 10 @ EX.WALKORPAVTTOREM=ffiAIN (j) STAINED CONCRETE BAND A ·c;,@ @ 12" CONC. CURB EDGE@-~ 0 @ SEATWALL ¾ L:G P.A. 20 --- 0 UJ ----- 11'-3" l?'.6 26'-o" I DATE INITIAL ENClNEER Of WORX 2$ :-... ................ 6i '-_i!i" . . -0 -· :::0:: • 0 -' -- -' ill > \'(\ -' I:'< , "'\ (" - P.A. ). 15 / / / //~HANDICAP f'AMf' f'W 5AND'EGO I¼::, -570-"' G-2 'f BASE'. LINE@ ( 7Vl2N4120UNO ~ @ LOW WALL ---) (v\ (ul GROTTOWALL=-@ 70§7 l·8 @ (NOT USED) @ {U) CONCRETE WALK· COLORED ---+--'-'--1-l·C, '8) RETAINING WALL-SEE CIVIL PLANS (u) CONC. CURB -SEE CIVIL PLANS Q§) CONCRETE WALK -COLORED, ETCHED~ @ CONCRETE WALK -STAMPED ---l\[}:T l'fOI lREE GRATE F \to/ L-& @) DRAJN -SEE CIVIL PLANS &-,,.-.,-----i---,--t- @ CONC. RAMP & LANDINGS ~ , l·G @ HANDRAIL ----·--~>-(-f--:-'"-----+ @ CONCRETE STEP @x @ UENCH L·G @ STEP CHEEK WALL------t---+ @ CONCRETE RAMP EDGE---'___. @ EX. STEPS TO REMAIN @ ELECT. EQUIP. TO REMAIN @ TRASH AREA -SEE ARCH. PLANS @) BOULDERS -3' DIA,±~ @ MONUMEr\T SIGN AG • L-9 @ SlGNAGEONWALL-SE. OTE..LL'i.. @ CHEEK WALL~ \}:y "\i.31 <l} -<::-Q, ,"1--.: ~ ~Q Jc- ~ 0.A. I '2 I IQ ---- 3 ~ ' 10 --·--··· ----!'IORTH 5 1 MIN, r:. v . ~ t,=------,--)< I --l i 6~o• l ~ .. DA TT.: I I SEE SHEETS L-6 THROUGH L-9 FOR CONSTRUCTION DETAILS APPROVED FOR PLANTING AND JRRJGA TION ONLY, INCLUDING PRECJSE LOCATION OF PLANTING AREAS I I I O' 4' 8' REV. 4-18-94 REV. 7-26-94 r.,\\ • '£ - iil1 "AS BUILT" ~ ~ ~ * Qi:' • .._ . • I---? . •.·e,'.?,7":'4tJ* RCE EXP. .,.,,._,-......... --,.,~ ~ Of CAtW~ RE\11EWED BY: INSPECTOR I ~ CITY OF CARLSBAD 4 PLANNING DEPARTMENT CONSTRUCTION PLAN FOR: 16' DATE DATE w 7 ST. ELIZABETH SETON CATHOLIC CHURCH ... -.•.. - APPROvf:?/,'--;; ":;,t{l i --··' ,.-- 15:.f/.,9Ll / ASSISTANT PLANNING DIRECTOR: DATE INITIAL DA TT.: INITIAL OWN BY: PROJECT NO. I I DRAWING NO. CHKD BY: REVISION DESCRIPTlON Dll-lER APPROVAi.. CITY APPROVAi.. RVWO BY: 94-C. 419 337-6L 1---------------------------------------------------------------------. ...... . ' --' , ' ' .. . ' -' . ~ TIC:.l~ R.t:,-~OQR.APHIC:::"!. CUP 139(A) 92-079 .Jl ,- .i,.. • J ' ] t,, -,. Q- Ul . -6' ,. D D I I I I I I I I I I I I I I I I I I I I I I I I I I • I I I T O • • ."• . . /., . / . -, I ~:~/-@;t .. ,.·:. ·. '.'t I . ' . - ---fl',; ~-- CONSTRUCTJON LEGEND < ,:::, ' ' ";I- ---,, 'blf¾& ' ' K 0, 'Ci it< (; () (i) REDWOODHEADER 0~ CD CONCRETEMAINTENANCEWALK-~ ff-L-6 G) CONCRfITEWALK-NATURALGREY---L-C, @ ELECT/ MECH. EQUIP. SEE ELECT. & MECH. PLANS (1) CONCRETE WALK -EXPOSED AGO. L~6 @ EX.WALKORPAVTTORE~ (:j) STAINED CONCRETE BAND~ @ 12" CONC. C~RB EDGE (C\ L: @ @) SEATWALL__ ~~ @ LOWWALL ~ Oe, (u) GROTIOWALL l~/3 L- @ (NOT USED) U\ @ CONCRETEWALK-COLORED \@ (@ RETAINING WALL -SEE CIVIL PLANS (Ll) CONC, CURB -SEE CIVIL PLANS @ CONCRETE: WALK -COLORED, ETCHED-r.G:i_ @ CONCRETE WALK-STAMPED-_j\t_§) F @ TREEGRATE L-€', Q2) DRAIN -SEE CIVIL PLANS &---..----t---:-=--::--r @ CONC. RAMP & LANDINGS :r;, @ HANDRAIL ,>-<:;_ --i~=-r NEW SANCTUARY APPROVED FOR PLANTING AND IRRIGATION ONLY, JNCLUDl"IG PRECISE LOCATION OF PLANTING AREAS 92-079 @ CONCRETE STEP @ @ BENCH ~ @ STEP CHEEK WALL--• -+----+-NOWELL•"IHOMPSON -~ ASLA & ASSOCIATES l'R. CONCRETE RAMP EDGE---~-L-,_ 't::!l "' Landscape Architecture @ EX. STEPS TO REMAIN Land Planning QJ} ELECT. EQUIP. TO REMAIN ~ 9444 Dalboa Avenue Suite 100 Pk / I ~ ~;, ' \ ' ---- \-- ----. ~ ~,O ,;,. ~~ , & ,:,. oO° ~ 0 ' DATE INITIAL I I I ()' 4' 8' 16' REV 4-18-94 REV 7-26-94 .,_.. .... ~\~'' p~ ;.""\\'.'· -;.,_ BUILT" 1,-_._ JOOWE[t~ "AS -t. ... ~ ·::·;;i"'i'-.... -"1.tf ·-- ,.___<.; Vd•'J~ '-..: '-"-b )_ ~ <:' ~ . ~ i:l Wc. ~~<:!. <:> 'Y /' ,.. a:/ ""··· / ffl~ ~ .i ..., .. ,.,:, 1< , 5-17-!M ; '--/ RCE EXP. DATE * \. -1-~·*1 • .,,,_,...... -/,,~ J'?.,;-.. --~ "r QF C,._\.,~r:,,'f!. REV1EWED BY: l OF CA~ - INSPECTOR DATE ITT] CITY OF CARLSBAD SHEEiS 17 5 PLANNING DEPARTMENT CONSTRUCTION PLAN FOR: ST. ELIZABETl{SETON CATHOLIC CHURCH APPROVED {" 7 /t_)/ J---1-' ~/ ASSISTANT Pt,J:;NING DIRECTOR: DATE D'M--1 BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: @ TRASH AREA -SEE ARCH. PLANS 30 MONUME"IT SIGNAGE @ San Diego, CA 92123 @) BOULDERS • 3' DIA.± 31 SIGI\_ A_ GE ON WALL -S • fE f-'1 (415) 963-5592 (619) 571·7855 I I PRA'MNG NO. ENG1NE.IR Of" WORK REVISION DESCRIPTION 011-1(R APPROVAL arr APPROVAL RY\l/0 BY: 94-C. 419 337-6L "l--------------------------------·12 _C •. f-l.l,_J,,_l(_W_A_L_L~L..~-q~----~SE~E~,~SH~E~,E;.,T~S:_L~-~6~T~H~R~O~U~G~l~-l~L-~9~F~O~R~C~O;.N:S~T~R~U~CT~l~O~N~D~E~--T;_;A~I~L~S-=rl _______________________________________________________ CUl~39(A)----;~;r: :i CUP l 39(A) 92-079 • . ' il Q :;z ~ Ill ~ :r: l-o ;: EQUALS WIDfH, OR AS SH1WN ON PLAN 1' ·-· -__ CONCRETE PAVEMENT WITH FINISH • . . . . , __ AS NOTED IN PAVING SCHEDULE }•;_ /".'./:;., --TOOLEDJOINTPER L-(, PLAN ..,,_ ___ BASE IF REQ'D IN PAVING SCHEDULE' .,,._ __ 90'/, COMPACTED SUBGR.ADE SECTION -·-~ CONCRETE PAVING SCHEDULE AREA THICK COLOR-FINISH OTHER :CONCRETE WALK 4" NAT,G/2£'( LT. 8/200M : C0NC. WAU::.· E'/.P. AGG. 4-' "MIAMI !:f)f'F" SIEEDEO .<I(:,(,, WI 3/1'' OE5E!'ZT PEB8LES ~ 'k. • STAINED IY,NO 4" N4T. Gr2E'( L f, 8f?OOJ.1 STA/JJ W / '' PAT{o__T!LE" ~ i:"co,;,c; W4U::-COI.Ol2ED 4" "MIAMI /!';UFF' LT. BllOOM ~ 7 1, e CONG. WALK.· COU)2., ETCl'1 4• .. MIAMI E'I..JFF" ACID ETC/.{ -COtJC. WA/j· STAMPED 4' SE£ N(JTES 12ANDOM RAG SEE NOTES BELDW"' --CONC, MAINT. WAL" 4" MATCl-i /Jl) /2ANIXJM RAG SEE tJC!TES BELOW., . Ccw.c PAHP • LANO!NG5 1" t/lfl. (,FIT M/?.V _ "' COLOfl • FINIS/./ JV MATC/.1 AIZCl/fl!CT!J. D INTE"1GIZ CONC/2/!JE CONCRETE PAVEMENTS NO SCALE +----------------FINISH GRADE -ADJACENT PLANTER 1'-0" POURED IN PLACE CONCRETE EDGE - --___ .,.... +---------SMOOTH TROWEL FINISH ·--1/2" RADIUS TOOLED EDGE -TYP. 1" x 3/4" DEEP REVEAL • I 4 '.., • --------3/8" EXPANSION JOINT ....,....._ ---CONCRETE WALK PER PLANS -). , . -.:::. . 111 .. :-'\,a=111111. 5-±1,.• ·-•·:··· frjc:_~ -a :_ i" ~ • • ; ----= · ... • ~ • =-. • ; , . . ... _ . l~ • • •. •: (0 12" CONCRETE CURB EDGE !-JO SCALE m'imi'h-----------6" DIA. PLASTIC ATRIUM GR/\TE -------6" DIA. NDS PIPE EXTENSIONS· /1S REQ'D. ,,_ ______ NDS 100 CATCH BASIN ,---+,~-----r9--:--/--------4" NDS PIPE -SLOPE AT 1% MINIMUM llilL ~----4" FEMALE ADAPTER W/ THREADED PLUG ,. .. ~\iim~-J--....:.4 ~: ttttttt---12"SQ. x 4" CONCRETE COLLAR '-----4" NDS PIPE CLEAN OUT DETAIL @ PLANTER AREA DRAIN DETAIL B -+--------------FINISH GRADE -ADJACENT PLANTER POURED IN PLACE CONCRETE EDGE· +----------SMOOTH TROWEL FINISH +----------1/2" RADiUS TOOLED EDGE -TYP. CONCRETE RAMP EDGE SECTION 3/8" 7 -;. • • > ' • • ;_. • , --' .. , . . -... NO SCALE DEEP TOOLED JOINT W/ 3/8" R -i-------TOOLED EDGES -SPACING PER PLAN OR CON:::RETE PAVEMENT SCHEDULE -+-i--CONCRETE PAVEMENT PER SCl-'EDULE --3/8" R TOOLED EDGES -+------------PREMOLDED FELT EXPANSION JOINT . . . ' :,.- WITH TEAR-OFF CAP -SPACl!-JG PER PLAN OR CONCRETE PAVEMENT SCHEDL~E-REMOVE CAP AFTER CON::::RETE CURING AND FILL WITH ELASTOMERIC SEALANf -COLOR TO MATC'-1 PA,VEMENT. SAND TOP OF SEALANT WITH SILICA SAND BEFORE SET _,.__ _______ CONCRETE PAVEMENT PER SCHEDULE E CONCRETE PAVEMENT JOINTS NO SCALE +----------ADJACENT PLANTER -+--------POURED CONCRETE MAINTENANCE WALK -SE~OR FINISH 4:9- 1/2" EXPANSION JOINT --PARKING PAVING 0 CONCRETE MAINTENANCE WALK H f----------NO SCALE APPROVED BY: ENGINEERING PLAN CHECKER DATE +---------FINISH GRADE • LAWN AREAS --1~-------SMOOTH TROWEL r!NISH 1/2" RADIUS TOOLED EDGE -TYP. -+--FINISH GRADE -SHRUB BEDS N #3 CONT. POURED CONCRETE MOW CURB W/ ___,._ _______ 318" TOOLED JOINTS ifV 10' O.C .. 3/8" EXPANSION JOINTS @ 40' 0.C. COMPACTED SU5GRADE NOTE: CURBS MAY BE EXTRUDED OR FORMED IN PLACE © CONCRETE MOW CURB C ------- NO SCALE -+---------CONCRETE WALK -THICKEN EDGE TO FULL DEPfH --+--------GAL. STEEL ANGLE TREE GRATE FRAME +--------#4 CONT. AROUND GRATE TREE GRATE MODEL# "'17208 OR EQUAL --+---------AS MFG. BY IRCNSMITH 72" SQUARE STARBURST PATTERN. CAST IRON, 16" TREE OPENING, PEDESTRIAN SAFE FILL SPACE WITH CLEAN WASHED -',----CRUSHED PEA GRAVEL AFTER PL/\NTING .,__ ____ PLANflNG MIX --',-------IRRIGATION BUBBLER ',------~--COMPACTED SUBGRADE 0 TREEGRATE F ~------ No SCALE 1-1/2" OVERHANG ON __ .....,. +---PRECASTCONC.CAPSIMILAR TO WALL CAP-SEE~ MORTAR IN PLACE ~ EACH SIDE AND END 8" CMU SEAT BASE~,t---,..-,--r-'-r ______ :.., 3/4" • STUCCO FINISH TO MATCH BLDG. 1/2" E.J. _____ .,._ CONCRETE WALK TOP OF CAP SETS LEVEL @ 1'-8" ABOVE WALK (AT THE LOW END OF THE BENCH WHEN SET ADJACENT TO SLOPING WALKS) t.)+t-~--#4 REBAR, CONTINUOUS ,,...½--H-:----#4 REBAR@ 24" 0.C. STUCCO SCREED H/2" ABOVE GRADE PLANTER GRADE O'l -~~~-· . I -_-,, · . t _: •: 90% COMPACTED SUBGRADE ""---'~'=-~ . ~ ~ P' ..,.·· "-+----CONCRETE FOOTING l 2'-0'' , l 'i NOTE: BASE DIMENSIONS OF BENCH SEAT ARE 1'-8" WIDE x 4'-0" LONG hl BENCH SEAT 0-------- .i· 92-079 NOWELL· TI·IOMPSON ASU\. & ASSOCIATES Landscape Arcllilc:cturc Lond Plnnning 9444 Balboa Avenue Sui1e I 00 San Diego. CA 92123 (415) 968•5592 (619) 571·7855 DA IT INITIAL DA TE INITlAL 1:NCINEOI OF' WORK REVlSION DESCRIPllON OTHER APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLA'ITING AREAS DA TE INITIAL arr APPROVAL REV. 4-18-94 REV. 7-26-94 "AS BU I LT'' RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR CONSTRUCTION DETAILS FOR: DATE DATE ST. ELIZABETH SETON CATHOLIC CHURCH APPROVED____ _ ~ /, _ ( L :_0L , -A-S-S1-ST-AN~NLAN'-+: "'-'-"~-·,N_G_O_IR_E_C_TO_R_:_____ DA TE D'M-1 BY, I PROJECT NO. I DRA'MNG NO. LC:~..:...:~c:!c'.D-':'-'-~:..:.: -:,-:,-:,-:, '-------"--94--'------'CC.:..--'4""1""'"9_--'· 3 3 7-6L iL-----------------------------------------------------------------------------------------------------------------, CUP 139(A) 92-079 r 's" I· 'I ' I L' ' 3 ' ,, ·3 , C, -' ;3,4" -------1,___ ___ ..:...:::__:__ ____ _J _____________ ... ~ f---1 -7W 5/7, 98@ f2AMPI ·: ·-=-ll;) Gf2ADE 5/4. 93 ·············· ········-· ........................ . • • + •••••••••••• • • • • • • • • • • • •• • • • ■ •• A ENTRY TRELLIS ELEVATION t I ____ ,,,,. ! r_j_':?··---J,I _6 .. _TY~r,t-1 I r 4.:;9 .. CLEA/21 1 --oouet£ 4,4 BArrs --I ------ff ~c_:·_,_C_1_J=;-_1_j~==-==-==-il::::;L=J;::::;::I ==::::;::::;1 ~1 ~:=::;:::1 :;:::1 ::;:::1 r-::::'1.---DSL, 4~6 JOISTS -"1=:''\_n n r: n_ri_o__ o~o_,_~o~o_,_nLLL□L____, (___ -------_!.;.~-----_-_-_--~'-_-'-_-'--_j_ --;.r::=-_j___j_J_.L.~_::J __ ._ ____ ,-,,--1-J..,., ------------------------------ DBL. 4ti'l BEAMS-/ 4'·0" la==- ·······----\J, ,___ ;--· · · · · ----C 0L"MNS , HANDRAIL NOTES 1. All welds are to be full bead, ground smooth. 2. All metal is to receive two coats zinc rich, rust inhibitive primer, and two coats enamel paint. 3. Handrail and steel angle plate are to be painted Frazee 4604D, or equal. All other exposed metal is_ to be painted Frazee 5584D. • 4. Provide expansion joints in continuous handrails at 21' ~ o.c. max. Joints in round handrail are to be slip Joints. ~ Joints in t0p and intennediate rails are to be 1/4" air g~•-. ' . M' l·O , Ill, p , T PDSrs _ @4~o" o.c. . MA)('. -t 1 ' ' I ' ' I I I I/ "' \ I I .. I/ ); \ ' ' I= ... /./El~ S/TJU. ! CON ucno >-i 0/MENS/ONS >-FOfl STEPS . ' I TYPICAL RAMP E~VAnON t EQ. f EQ. t !N57iUL OOUBlE J.IANOl2A!LS I ( I EA. 5/IJE OF 70P ltAJL) i -I ..__ --· I I ------""~H.EIGUT, STQUCTrJIZE I C(>J5T1ZUCT{OH AS SHOWN RJIZ STEPS >--.....,"""--, --N07E STL, PLATE ~ ,() .. c-. .. _..__.,. "<t- """ 3/4~1 -~ I{) .,_ WPl2AIL 6" TRELi.IS NOTES; 1. All wood ro be resawn free of heart center D.F. 2. Pai~t all exposed metal to match stain. 3. Stain all exposed wood with Frazee #381 solid body stain. 4. All beams and joists robe bolted ro posts. 5 Trellis con st. similar to architectural trellis. See arch. plans for footing, structure Md connections. t --Gl2ADE @SO, FACE OF Y✓AU I 3;/6, •sn.. Pl.ATE CENTERED· PAINT COLOR*? o/f6 "sn.. PLATE CE:NTEl2ED STEP PEQ Pl.AN EQ. EQ. TOPtlA/l 1 f.lANWAIL 14 "fl STL. ~ ---+--_;_ I-IANOl2AIJ.. !¼!AC~ PLAN VIEW OF EIJO·TYP. 8/itt"? ~ "sn. . / INTEl?MEDIATE l?AIL , __ 3;g",.:.'/isn.. ' POsrs e4-o'o.c. , ._.'o~: .· ._ ___ _ ' -. . . . ,-. ". . 3t1& • SI'£.. MOUWT/t.JG PLATE W/ E"tPAN5l()ti BOLTS ( A/SC SeE. Pt.J.IJ OETAIL) . Sl-l!M f t.£VEL AS fZEQ.'D. INTERMeD. /~o• -"A1' ~__:____:_ _ __., WALJ( S/1.. Pl.ATE. ANGLE --PoST POST +--f:#--'---..,L.l ,__ E'I-P. 5oLTS .. ·"" •• rf -. / 1 -G'2ADE-VA'71ES \ !1 f2AMP rY ____ ....._ _________ --1.. _ _1. __ L___ -----"--'---''---!' ---L-----.li.' ...... • _J_ ____ _ tL'._]RELL,fS @ WEST ENO OF RAMP ,JI kl INFILL Dt.LETE:WO. - ----t---CJJEEK. WALL 1t-=--=--=--=--=--=--=--=-i-=--=--=--=--:i-L--q ADJ. IVAlL -+-Ollcv/28 _1i1'.'11- B· Tf2£LLIS ALONG RAMP =:::::--c",-;:--·-·.-~·"" : ... :.~" .... :··-· . ..:c.:· -.:.·==--:-.-,:.... __ ,_ B ENTRY TRELLIS DETAILS ~ CAST CONCRETE STEP rEQUAL T~.,~DS • SEE LANS / OR DIME N·S-----,IO_N_---;--'---'-.l-. 2" BAND OF 1/4" TACTILE GROOVES ~-LOCATED 1" FROM FACE OF RISER PE~ S.D. REG. STD. DWG M-26. s,AIN W/P1+-no -nu' _,,L::__ _ _:_ __ ~:..:__ _ _,. . . . -. . # 4 @ 12" -------1- # 4@ 24'·'------I-- NOTE: SEE CONSTRUCTION & GRADING PLANS FOR NUMBER AND SIZE OF RISERS AND TREADS _(;;\ CONCRETE STEP ®~~==--------NO SCALE !J'HOOKM"ttl(:.$ SECTION 7YPICAL CWEEK. WALL ELEVATION MOUNTING PLATE PLAN 712EAD WtDrH + 1to" ~ HANDRAILS ~r------------------------- f i ~ 1'·3" J 0) +------1'·3" WIDE CAST CONC. CHEEK WALL WNERY LIGHT BROOM FINISH BOTH SJ.DES OF STEPS. POUR AS SEPERATE POUR PRIOR TO POURING STEPS. !--t-'----CONCRETE STEPS r #4 TOP, BOTTOM & ENDS 1'-9" ® STEP CHEEK WALL E i--------------- NTS .:i· 92-079 NOWELL· 11-IOMl'SON ASl.A&ASSOCIATES L:1ndsc:1rc Arclii1cc1urc Land Pl;:inninh! 9444 !lalboa A venue Suite 100 S:in Diego. CA 92123 (415) 968·5592 (619)571•7855 APPROVED FOR PLANTING AND IRRIGAT1ON ONLY INCLUDING l ' PRECISE LOCATION OF PLANTING AREAS APPROVED BY: ENGINEERING PLAN <.HECKER DATE PATT: INITIAL OA TE INITI,A.l E;NGIN= OF WORl( REVlSION DESCRIPTION OTHER APPROVAl . . ~,oWf{~~ II AS BUil T" ,!? ~, -E ~ ~ -i,Jj -; Q:°( ,, . ~ REV 4-18-94 REV 7 26 94 ,.._. -1, ~ -S-/"/-M , it RCE EXP. .,~ --/,~ ~ DATE I'[ OF CAl\~t;iq; REV1£WED BY: INSPECTOR DATE ~ CITY OF CARLSBAD m 7 PLANNING DEPARTMENT 7 CONSTRUCTION DETAILS FOR: ST. ELIZABETH SETON CA IBOLJC CHURCH /J APPRO~D --:-;~ f;, fl]! f°-'f-7</ ASSISTANT PLANNING DIRECTOR: DATE 01'.N BY: 1 I PA TF; INITI'-l PROJECT NO_ DRA'MNC NO. CHKD BY: 94-C. 419 OTY APPROVAl RVWD BY: 337 6L CUP 139(A) 92•079 ~ ' 12ou1JOE'J MO/ZTA/2 f STUCCO CAP JTW PR PLANS V ....... - 8" CMU f\'.I\LL WI STUCCO COLD/2 --------------. --¥ FINIS/./ TO M4T(J-I BU:>6. "< f2EEA!<, FIX)n."-!G, WAYE..!@ • • • ~ Pi2oOFrNG f D!2/4/t I PEQ. LC ' ·8 "' Gl2ADE NOTE: All f2E1/iit-::1'16 W41l5 SHOWN ON CIV!L F.1/(.-'!/i:U.t'S P~A"-15 Ar.!£ IV bf..-s-c--Cco FINISI-/EU PEr2 T/-1/S DE/'ZIL -@ LANDSCAPE \VALL D ------3;4•.1co11 Gl20TTO WALL f /T CAP f2All ©-S_T_A_T_U_E_W_A_L_L ___________ :X_;/_' 0 _ 1 ~_ 0 ,,-~ ' l@-1 I I PA-tiff EXPOSED 8AC1'-WAI.L 70 -·-\ MATO./ FACE 5TONf \ 9/ZAOE fi! BACI<. OI= !NALL VA/2/ES - , TW EL. 5'28.Zl r -1W EL. 5'25.02 ----~--,-"'" 52/.'25 -:,·· _ _ _ _ I: 11 .: ~=2_,~: . \_ IDP ~ SLAT£ SAWC'.IT LEVEL B GROTTO ELEVATION ---SANDSTONE !=ACE ------BUIT JOMT-;yp z" -JULI' // Pt2ECAST /lA/1., W/ PlloRLE ~ /_,_ ___ S<l!v1E AS WAU. CAP-Ste ½--Bi . __ ..,f 70P CAP El. 5'2!. :25 ~ ---V ---------- WALL PE/.2 STt?JCTIJ/2AL CET41L5 ' ""-~ \[9 -~-..... j_~ CONG. WALL I CAP I /2A! L. s'ivri$ @ ScULPTUl2E PU.TF0/2/-,/ 4.'-411,( -----··-t I SCULPTUf2E PLATFORM· SCULP71Jl2E 3Y OYIIJER cur SANDSTONE TOP OF /_,___G!2cJTTO WI. U.. • SEc t-JarES ii / V ' i f------"--CUT SANDf,/'DNZ Gfit>!,"/J WAL~ I FA Cc • SEE f.lOTE S cur SA/JD5TON£ (;J2CTTC WAU.. £HO· SEE NOTES --"""t····--·--, -·-+--W4u. epp fTW EL 528.'27 TN fl. ,2s. 0'2 ___ ___,,__ _____ ,,,_ -·-··-··-······ N(J{E-COI-/S7VJJCTION ~ MATF:12/ALS SAME AS~ t[JJ __ 4--CAP/&?AIL EL_52I. '25 r~ W4Ui. •"· t ,~--~----·---------· - WALL & STONE NOTES l . Stone for base of walls is to be Rajah slate, random sized irregular shaped pieces, mortared in place. Mortar to be Hydroment #76736 Panache Parchment, or equal. Slate available thru Eurocal, (619) 231-2477. 2. Stone for face and ends of grouo wall is Classic Oak color sandstone from Blaser Corp., or equal. Stone for top of grouo wall is Sedona Red color sandstone from Blaser Corp., or equal. All sandstone available thru Florentine Company, San Diego, (619) 298-6143. 3. Sandstone panels are to be hung from backing structural wall with stainless steel dips installed per industry standards. Provide for air movement and drainage from space between wall and stone panels. Stone panels are to be butt jointed and mitred at rnmers. Allow for expansion Joints as req'd. 4. Submit shop drawings showing sizes of stone pieces for wall face, ends and top, as well as attachment and construction details for approval prior to stone fabrication or structural wall construction. E GROTTO WALL END SECTION -® GROTTO CENTER SECTION F .-----------1/ ,z II.:/~ O I! .:J· 92-079 NOWEU.• 17-IOMPSON ASLA & ASSOCIATES Landsc:,pc Archilccturc Land Pl;tnning 9444 Ilalboa Avenue Suite 100 S:tn Diego. CA 92123 (415) 968-5592 (619) 57l •7855 APPROVED FOR PLANTING AND JRRIGA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS APPROVED BY: ENGINEERING PLAN CHECKER DATE DAT£ I INITIAL ' (NCINEE/l OF' 'Mlf<k REVISION DESCRIPTION 't, 1;; ,~-~~'.: - I DAT[ INITIAL D"THER APPROVAL ':::. ~ . \},i !),), <'~• i"·'--.,>, 1/,• <;) ..••. ._ -1 . ' ,, "AS BUILT" ,S~Ef~:;:}\ C, • ·•'\ s ~.I fj •--.. ,·,v.:\,.., ~ . ~;· . , ___ ,...---rJ ''-._./°'•" ,, * if ,j( ' 5,/ • '!!f_ I RCE EXP. DATT: J',:-,.._ .... _,,,..-:, ~ ,j -!, ,,,,_~" I( Of c11.1.\\l:i' REVIEWED BY: REV 4-18-94 REV 7-26-94 INSPECTOR DATE ~ CITY OF CARLSBAD m PLANNING DEPARTMENT 8 7 CONSTRUCTION DETAILS FOR: ST. ELIZABETH SETON CATHOLIC CHURCH - APPROVED __ ;-; u_,,0 · J::. .(~ 9c,,, ---,,2 ' ASSISTAiif PLANNING DIRECTOR: DATE OWN BY: PROo'ECT NO. DRA'MNG NO. DAT£ INITIAL CHKD BY: a1Y APPIW\/AL RVWO BY: 94-C. 419 337-6L :a..1aa11~~-----------------------------------------------------------------------------------------------' T1Gf" ll,f.Pf10(;RA,-HIC$ CUP 139(A) 92-079 ' TURf AREA A b- t USE rn 2x4 F'dR _.,__ __ STRAIGHT RUNS SHRUB AREA FOR CURVED SECTIONS, USE (2) -1x4. --+---NAIL@ 2'-0" 0.C. MAX. WI (3) -5d GALV. BOX NAILS NOTE: FOR CURVES OF 6' RADIUS OR LESS. USE (4) -4" BENDERBOARD ALL WOOD ro BE CONSTR. GRADE RO. REDWOOD REDWO_QD HEADERBOARD DETAIL t NO SCALE _,__ ___ 1'-0" WIDE CAST CONC. CHEEK WALL W/VERY \ LIGHT BROOM FINISH BOTH SIDES OF STEPS. POUR AS SEPARATE POUR PRIOR TO POURING STEPS. .,__ __ CONCRETE SfEPS #4 REBAR TOP, BOTTOM & ENDS r r r --...:., _______ _ Q ' SECTION ®r--_C_H_E~E_K_W_A_L_L ________________ N-TS G F -------= -,_, _,,_ __ ]1-·--~-·----·-_-_-····-----, I , 3" C:LR ~ '--, ----------.. .;'.E, 1 ~ F ~MG. ~1.e. ![ ~---· "f'A'-, ,H, A';. F ~or»J"' fZ.'1fJF. i...-"b _.w_,,,,,_...... TYPICAL FOOTING STEP 1.1-c," H11~-, ,L__--~------, t:: Yft;~il 1>1~ ( Ji l,1 l......-----------1--. . .. NTS +---------4" CONCRETE PAVING -f-----~-GAL. STEEL ANGLE GRATE FRAME t---------2 -24"x 20" CAST IRON PEDESTRIAN SAFE TRENCH GRATES MODEL #M9047 AS MFG. BY IRONSMITH, OR EQUAL 1----------STEEL BRACE IN CENTER -',' WELO:::D 1'tJ FAAME, TYPE 1 DRA!t✓AGE INLET· PE\2 Civil. l?LA"1$ f SECTION A SECTION B fn\B INLET'GRATE \!!_)f--------------NTS VES . MA&MEST No~\bJO xr. 3-J 1-97 IVIL C 11,[;Y INFT<:, ----.._ --- -··--..• -------~ ~-~--:--;-~ --~ ~--,-·-. ® STRUCTURE FOR GROTTO F.NO WALi. NTS +-----STUCCO FINISH TO ---------+ MATCH BUILDING r BRASS PIN-SET LETTERS '1"T--P1" ~YL-io ib B£ AMESFlcANA +----------------------_______ _.,,., ,,. ··:1n n --'--'-'--'--; t:lc:l~I I s Al f\i l' EL I z A :SET f s ETON ;,-, 'a-Q!J "-" .G CAT HO LI C C HUR C H ··-····-··-y ·h "n_,,_,___.___ ,_ ~ -t-1/==;;==#~=-=p=•',"=,;;==,,=e,;;=.,..,.,,e'-=·=•••, .. se•=•••='"··•cc=-=-,,==s;==,a====;;==;r==;a====I, ·f _ __ ___ __J,.i_ ,~ \__CRL!CIFORM & HORIZ. LINE RECESSED INTO STUCCO STONE ON BUILDING . 2-·0 , ELEVATION NOTE: BLOCK WALL AT ENTRY OFF OF SANT !SABEL TO HAVE STUCCO FINISH TO MATCH BUILDING. SIGNAGE TO MATCH 8 X 8 X 16 CMU • GROUT A.LL CELLS SOLID #4 REBAR (VJ @ 24" 0.C. (ALT. BENDS IN FTG.) #4 REBAR (H) CONT. --+ SECTION CONC. FOOTING 90% COMPACTED SUBGRADE @--M~O_N_U_M_E_N_T_S_IG_N_A_G_E ________________________ 3 _ 18 ~,,_-_ 1 -,_ 0 ,, ~f\;~1,0,1.. ,r-Jsp f•l,-6l 1p ALL ~Jfi\ LL~ l,Af' f\.:1\-lf l3r,~<; 1 o 13Ait- ....£~ tv'. '-'--~'---+ --,If---- ~ 1: 1--" . t\,¢., s:r -~., 1 r• 1 I, ff -e,u;· ~ o• 1.:; t,tov1f I • 7 . ., I //: I / . Mw,u~EST N~fNo _v_" _..._i ... " --+----' '.~•·f _ v_Af~i Ea~">c..... ______ .J<l_::u,c...."..Jtl 1/-(.o" i:-1 'i,J~,'-------' _M_, N--,,.1 XP. 3-31-9 ~oti. ·. Jo FTt> i<~i ~e;Q't:> i,..lrlEN ---[Ui,A•NEl7 e.,,,l'-TH \-s LE-;;S fH.AN <;-tu" ;-,.r,011"-:r;op> · 0~ >'T0- . ~,·· ., ' . ✓~-;,:. :·;i;~-~-. "'-Si J'''" , . ./i \) . . ~ .. , r, ' (;;\ STRUCTURE FOR GROTTO CENTER WALL ~~ _________ :__ ____________ NT-S fl.~ \, '( ~ /~OWE/~~~ §~~i "' . --~ / ' ,,. \ 13-17·94 I >t- APPROVED BY: .,.'4 '--11.i. /,~ 'q Of CAl\\l:l~ ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND TRRIGA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REV. 4-18-94 REV 7-26-94 "AS BUil T" RCE EXP. DATE REVIEWi:D BY; INSPECTOR DATE ~ CITY rn OF CARLSBAD 9 PLANNING DEPARTMENT 7 -7■ 92-079 NOWEU. • lllOMPSON ASlA & ASSOCIATES Land scare Architecture L:md Planning 9444 Dalboa Avenue Suite 100 S:in Diego, CA 92123 (415) 968•5592 (619) 57 I •7855 DATE IN111AL DIClN,:(R OF ll'Cf<K REVISION ' DATE: INITIAL DATr DESCRIPTlON INITIAL OTHER >Pf'ROV,',L CITY APPROVAL CONSTRUCTION DETAILS FOR; ST. ELIZABETH SETON CATHOLIC CHURCH / APPRO\'f.!l0 <"'· / (£/ f-f~~u ' _.,;,. . ASSIST ;Jif P~NING DIRECTOR: DATE D'M--1 BY: PROJECT NO. CHKD BY: RVWO BY: 94-C. 419 337-6L I I DRA'MNC NO. i~~--------------------------__;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;~~====;;;.;;;;;~~~~~ flQEA hf,..1',00AAPHICI CUP 139(A) 92•079 l?J'-o" p-oc Cl ~ 0 0::: to'-o" rOC- -- TICt:II IUl"~OOHAP'HIC5 METER TO BE TEMPOR.ARIL Y FUTURE RECLAIMED WATER l ~ co_ NNECTED TO THE POTABLE MAIN SERVICE WATER SYSTEM .,i'"- ~Q ~-----f~ ....__,~ I / '" N PW e,p..,;l(.f t,OW' ~ 1.. 4" Po l'llllU. r~~ M WM - ---------F---- 7r---------,·----:--~~;=~=------------------E: -L ,-- r -- "' E!Bm ~~ i,! ~ - ~ r 1~-1~,1~,~1 ,... r ,r. r 4 0 to'' T"O 'l D" tJF ?f.-ofe ,r I -0 1' C'ff f:;O&t; of A$ftiAl,..,T" Jf'P_ cDIY'~ ::,.,:x,;=o --~:r, !IY ~G.c: Axi-1 "-f!:5 "RAINGUARD" RAINSWITCH -MOUNT PER -------- MAN\JFACTIJRER'S RECOMMENDATIONS i , , MA TCHLINE SEE SHEET L-r I ! ---·~---------------------------~-----------, ~ I / ,, -I NOTE: INSTALL CHECK VALVES AND ANTI-DRAIN VAL YES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE f Q\ I I I I -, . ___ .. .. .p-----$"-__ '$- ' .. • '\!: ~ . 3'-CP''r • ® •-""1,V ii-.. :::::-- I " I \ I <!lo .. I I I I I ' I I I \ I I I I I I / ~ ,/ //,/ / ,/ \ ____ /_/ \ \ , .... _____ 11111111! ____ _ ---------,, , , ----L--EXISTJNO IRRIGATION IN THIS AREA TO REMAIN SEE SHEET 14 f'OR lRRlGATION DETAILS ,,.......... . .,.........-_.,..,.---·/·· ~ LOCATE !v!AINLINE OUTSIDE OF R!C HT Of WAY -TYPICAL .-----INSTALL CONTROL WIRES lNSFPARA TE SLEEVES -TYPICAL NOTES: 1. CONTRACTOR/OPERATOR SHALL ONL YAPPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE· CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. . 2. "THE WORK SHOWN ON THIS SHEET IS SCHEMATIC. ALL ITEMS I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, PIPING, TREES, SHRUBS, GROUND COVERS, ETC. ARE SHOWN IN THEIR - APPROXIMATE LOCATIONS ONLY. DO NOT USE THESE PLANS TO SCALE · DIMENSIONS FOR PLACEMENT OF.THESE ITEMS . .DETAIL DRAWINGS MAY PROVIDE ADDrflONAL CLARIFICATION OR LOCATION OF SOME ITEMS .. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT CONFLICT WITH UNDERGROUND LrrlLITIES, STRUCTURES, . PERMANENT IMPROVEMENTS OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATION. CONTRACTOR SHALL NOT INSTALL ANY PLANT I\AA_TE'RIALS IN LOCATIONS WHERE THE ULTIMATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR EFFECT STRUCTURES OR IMPEDE PEDESTRIAN OR VEHICULAR CIRCULATION. SPRINKLER HEADS ARE NOT TO BE SCAL!i'O OFF OF THE DRAWINGS, Bl.IT LOCATED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALKS, AND STRUCTURES. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALL FOR, OBTAIN APPROVAL OF LANDSCAPE ARCHITE'CT FOR PLACEMENT OF TREES, SHRUBS, AND OTHER ITEMS OF WORK. NOTIFY THE · LANDSCAPE ARCRITECT IMMEOIATEL Y OF ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS." APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS IRRIGATION LEGEND SYM. (D 0 (B • (3: 0 w " 'CT ,, Ill V l2l □ ts:! ■ 0 2 , 1 ,; & 7 © l""""iiiiil .... III ~ ® ... MFGR. RAJNBIRD RAlNBIRD RAJNBlRD RAlNBlRD RAINBIRD RAJNBIRD RA1"1BlRD RAl"1BIRD RA!NBJRD RAINBIRD RAlNBIRD RAlNBlRD RAINB!RD RAJNBlRD RAINBIRD RAlNBlRD RAlNBlRD RAJNBlRD RAJNBIRD RAJNBIRD RAJNBlRD RAJNBIRD RAJNBIRD RAlNBlRD RAJNBIRD IRRITROL WILKENS MODEL# GPM PSI RAD DESCRIPTION l 804-12" Q .65 30 12' TURF SPRAY 18~ I 2"H 1.30 30 I 2' TURF SPRAY 1804-12"VAN VAR 30 12' TURF SPRAY 1804-J2"F 2.60 30 12' TURF SPRAY 1804-15'ES1' .6! 30 4 X 15' TURF SPRAY 1804-!S'SST t.21 30 4X30' TURFSPRAY l806-12'Q .65 30 12" SHRUB SPRAY 1806-12'11 l .30 30 12" SHRUB SPRAY 1806-12'VAN VAR. 30 12" SHRUB SPRAY 1806-l2'F 2.60 30 12' SHRUBSPRAY 1806-l5'EST .61 30 4 X 15" SHRUB SPRAY 1806-IS'SST 1.21 30 4X3CY SHRUBSPRAY 1806-IO'Q .39 30 ICY SHRUB SPRAY 1806-IO'H .79 30 JO' SHRUB SPRAY 1806-!0'VAN VAR 30 ICY SHRUB SPRAY 1806-IO'F 1.52 30 JCY SHRUB SPRAY 1806-5FR-PCS040 .4-0 30 6'" BUBBLER Q T4PCT40-1.5 RC 1.90 35 30' TURF ROTOR H T4PCT4-0-3.0 RC 3.50 35 30' TURF ROTOR F T4PCT4-0-6.0 RC 6.10 35 30' TURF ROTOR F T4PCT40-4.0 RC 4.80 35 2~' TURF ROTOR Q TSPCT40-l.5RC 1.90 35 30' SLOPERCITORtUSE6"POP-UPSWITHIN H TSPCT40-3.0RC 3.50 35 30' SLOPERCITOR JO"OFPEDFS1RIANWALK- F TSPCT40-6.0 RC 6.10 35 30' SLOPE RGTOR WAYS AND TRAFFICKED H TSPCT40-4.0 RC 4.80 35 4-0' SLOPE RCITOR AREAS. MC -36 Pl .US B WALL MOUNT CONTROLLER 975 • I 1/2" BACKFLOW PREVENTER 1 WATER METF.R BY CITHERS RAINBIRD EFB ~P-PRS REMOTE CONTROL VALVE RAINBIRD 44NP QUICK COUPLING VALVE WILKENS 850 SERJES BALL VAL VE • LlNF. SIZE BROWNLINECL200 PVC ALER1LINE LATERAL-12" COVER -SIZE AS NOTED BROWNLTNE SCH 40 PVC ALERTLINE MAIN -lY~" & SVIALUJR Ii II fl -9r.,~Vf:7_ A~ !JROWNLINE SCH 40 PVC ALERTLJNE MAIN -2"' & LARGER 92-079 NOWELL• TIIOMl'SON ASLA &ASSOCIATES Lands:c:1pc Architecture Lan(] Pl.nnnini:: 9444 Oalboa Avenue Suite 100 San Diego, CA 92123 (415) 968•559Z (619) 571•7855 7~0 11 Fee:, PWP PWP B0111 TYPES OF MAINLINE TO HA VE 18"' COVER · SIZE AS NOTEP SC-I 80 PVC_SLEEVE UNDER VEHICLE PAVING -30"" COVER SCH 40 PVC,Sl .. EEVE UNDER PEDESTRIAN PAVING - 18" COVER FOR MAINS AND 12" COVER l'OR LATERALS-ALL SLEEVES TO BE TWlCE THE SIZE OF LINE CARRIED WITHIN -• • -fl"of"E,..,-Y L.IN"i!-Dc------V ,\L VE SEQUENCE ~c---~--VA!-.VE SIZE '-----~--GALLONS PER MINUTE ,•, 0 11 f't>W NORTH APPROVED BY: ENGINEERING PLAN CHECKER DATE REV. 4-18-94 I I I lO' 4 20' "AS BUILT" w~s-~ ~~cfo<tt.-t~"I to '"11 EXP. -----'--''--- REV1EWED BY: L.6!~- INSPECTOR 40' 1-I "1-"I {p DATE fsHml CITY OF CARLSBAD ~ 1-------lf------+----------------+---+----+---+--~ L!:.:!.Q_J PLANNING D~ARTMENT l___!z_j ::===---======:::::::::::::=-===:':::::::::==:~==:::~ INITIAl DATE OAK 1Nll1Al E.NCINcffi Of WORK REVISION DESCRIPTION on1CR APPROVAi. QTY APPROVAi. IRRIGATION PLAN FOR: ST. ELIZABETH SETON CA IBOLIC CHURCH APPROVt:@--· ;,, '7 "l ~-:?-1--,9L ~ _A_S_S-IS_T_AN_fr.,.., -LA-N~~'-IN-G--"D;'-R-E-CT_O_R_: ____ ___::_ O\\-N BY: CHKD BY:--~ RVV.-0 BY: PROJECT NO. 94-C. 419 CUP 139(A) DATE DRA'MNG NO. 337-6L 92-079 l(.illll J!.iPA.0011.lPHICS I I I I \ \ \ I I I I . I , i I I --_ j ___ _j_ ___ -----L. I I I ' ' I -\ ALGA ROAD /iDJt/61 EX/'5>T7.'J6' /~C-477@ 4-S --~ P£ Q ti /ft.ED , I -~-----+--t- i I I I ' --+--- I I I I I I I I I I I I I I I I I I I I I I 91 --" I EXISTING SANCTUARY ~· ~· ~· Vl I w i;:..il VJ I w, ~. ~. u1 r1 -,: ~· I I I I I I I I I I I I I ~, I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I ·--~ . . I . ' NORTH 92-079 NOWE'..L • TI·!Ol.ff'SON ASLA & ASSOCIATES L:indsc;,re Arcl1itcctcrc Land P\:mnini; 9444 !Jolboo Avenue Sui1c 11){) San Diego, CA 92123 (415) 9(,8•5592 (619) 571•7855 SEE SHEET 10 FOR IRRIGATION LEGEND SEE SHEET 14 FOR IRRIGATION DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE I OCA TION OF ' . . . " - PLANTING AREAS APPROVED BY: ENGINEERING PLAN CHECKER DATE INITIAL DATE ENCINF;ER OF v.a!K RE\ilSION DESCRIPTION 0c ..... g~ ::t ;_ f" "1: . PRESSURE LOSS CALCULATIONS DATE "f--20-4,t PROJECT ""f. ELI l"._~n4 ~~ JOB NO. "f ,Z -074 \.OCATION ~-,,e,,,.O WATEF\ DIST. \/Al-LE.C-110<,, i,.J,._'JW. PHONE NO. 7-9',q-• o4b0 CONTACT PAF"'AE:l.., 6'L«"IE.,._F<~Z: VAlVE. NO. CHE.CKE□ "Q..-Z.. ELEVATION AT VALVE. ____ _ C> ... BACKFLO'W PREVENTEFI WA:FER METER LOSS MAIN LINE LOSS CONTROL VALVE lOSS GATEIBALl. VALVE LOSS LATERAL PIPING LOSSES SUBTOTAL- FITTING LOSSES SUB TOTAL FROM ABOVE HEAD LOSS ROD PSI Al LAST HEAD TOTAL- STATIC PSI PSI REQUIRE RESIDUAL ~i__f,ll.DSC,4p( PREPAREDBY ___ f'V __ H __ _ JOB NO. ________ _ CONTACT _______ _ 4,1,-' HYD,GRAOE ____ ___,v"-=""'----- rrn' ELEVATION AT P.0.C. --"-=-'-'v'----- ~101 ELEVATION AT METER -~-'----- PSI AT METER ___ 1_.,_,z __ _ GPMATVALVE ___ 0_'l. __ _ __ 1~1.<>0 __ 1_1?,"1?' -~1c..o,g -~/~'l.,¾ --"-w-"' 'iii lLl.ll!!. -~,;;;_<!>O -~iU_._'l_t, PSI REOUlllED _ f'!>-2_ = _ 85,'ZtJ -w, 7z REV. 7-26·94 REV 4-18-94 r I I O' W' 20' I 40' 11 \ \ 7·/?' -,if-j ,. b~~~!~w,,~% "AS BUil T" "'"' -(;:~~ -~ "+-• ,., ,...;::,;;,;;;; _-, '\ SfJ·.9,1-) ,. RCE EXP, DA TT: "'~> .. w -4 .... 'l' OF C/\li<(l<;,; REYlE'M:D BY: ~ -- INSPECTOR DATt SHEET CITY OF CARLSBAD w L-11 PLANNING DEPARTMENT 7 IRRIGATION PLAN FOR: ST. ELIZABETH SETON CA Tl-lOLIC CHURCH -- APPRO~O ___ ,;: {f ( ~'.'.e~°TL ,- ASS1sr:lw4 P~NNING 01R~CTOA: , , I DATE D11-N BY: i I DATE INITIAL PROJECT NO. DflA'MNG NO. DATE INITIAL CHKD BY: O!'nt:R N'PROVAI. QTY IJ'PROVAI. RW.V BY: 94-C. 419 337-6L CUP 139(A) 92-079 Cl < 0 ~ - 18" EUC. SID. TO BE REMOVED llGfll R(YMO(lAAf'HIC:i . FUTURE COMMUNITY CENTER . l 2" EUC. SID. TO BE Rl:MOVED 12" EUC. SID. TO BE REMOVED 12" EUC. SID. /~~ _.,.....----· 12" EUC. SID. TO BE REMOVED 15" EUC. SID. TO SE REMOVED ¾ I 4" PIN CAN. 5" PIN. CAN, •, ,, ------\. ✓-~•- . \ ·. __.,....../------\ . --------· \' . _...------.,...------··· "4--5' VEGETATED DRAINAGE SWALE,MlN. 50' IN LENGT \ . \. . \ ' _/ \ .. '~-: ·. ,-, TERMlNAT1NGATDRAIN --.::::-.--~ INLET -SEE CIVIL ENG. PLANS "·· ·-.. ___,'JR!~C...---' " 6" ACACIA . FUTURE 12" EUC. SJ[), RECTORY 5" EUC. SID. 15" EUC. SID. 3" EVC. SID, 12" EUC. SID NORTH 0 ✓~7 24" EVC. SlD. ---------------- 18" EUC. SID. TO BE REMOVED 15" ECC. SID. TO BE REMOVED MATCHLINE SEE SHEET L-1~ --~~-~--------~~~---, (J) 12" CORAL TO BE REMOVED ·---Ill NOTE: ALL SWPES 4' AND GREATER SHALL HA VE A COVER CROP OF AL YSSUM AT 6 LBSJlOOO S.F. HYDROSEEDED AND APPLIED IN A MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. nJTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. WHEN PLANTING OCCURS BETWEEN APRIL 16 AND AUGUST 14, THE ABOVE C'OVER CROP WILL BE USED . JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED "ID THE SLOPE AS (3) 12" ElJC. SI{), NOTES: (3) !0"-14" EUC. SID. I. STREET TREES SHALL BE PLANTED A MINIMUM OF 3' OUT OF R.O.W. 2. 2% POSITIVE SURFACE DRAINAGE AWAY FROM STRUCTURES SHALL BE PROVIDED lN ALL PLANTING AREAS AND TERMINATE IN AN APPROVED DRAINAGE SYSTEM APPROVED FOR PLANTI:-.G AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .:J· 92-079 NOWEU. • 1llOMPSON ASLA & ASSOCIATES L:1ndsc;1pc Archilccturc L::in<l Planning 9444 Qalboo Avenue Sui1c l()(J RECOMMENDED BY THE MANUFACTURER. SEE SHEET 15 FOR PLANTING DETAILS San Diego, CA 92123 (415) 968·5592 (619) 571-7855 APPROVED BY; ENGINEERING PLAN CHECKER DATE DA TE INITIAL ENGINEER Of' WOOK REVIS:ON DESCRIPTION PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME TREES 0 -EXISTING TREE ---------------- G ARECASTRUM ROMANZOFF. QUEEN PALM cH -CHAMEROPS HUMTLIS MEDITERRANEAN FAN PALM □-prtJi.15 CANAIZIEN51.5 O\N>P-Pf 15LJ'.NO Pli'<IE. l':D ERJOBOTRY A DEFLEXA STD. BRONZE LOQUA T ~ -GLED!TSIA TR. 'SHADEMASTER' HONEY LOCUST A JACARANDA MTMOSIFOLIA JACARANDA 6-LIQUIDAMBAR S. 'FESTIVAL' AMERICAN SWEET GUM $ NERTUM OLEANDER STD. OLEANDER (WHITE) e-PINUS ELDARICA MONDELL PINE ~ PLATANUS ACERIFOLIA LONDON PLANE TREE ♦ -PRUNUS KRAUTER 'VESUVIUS' PURPLE LEAF PLUM • PYRUS KAWAKAMI! EVERGREEN PEAR • -RAPH. 'MAJESTIC BEAUTY' STD. INDIA HAWTHORN • TRISTANIA CONFERTA BRISBANE BOX ¢ -ULMUS PARVIFOLIA CHINESE EVERGREEN ELM SHRUBS @--BUXUS JAPON!CA JAPANESE BOXWOOD @-CEANOTflUS GRISEUS 'ff MY~' MOUNTAIN LILAC COLEONEMA PULCHRUM PINK DIOSMA @-COTONEASTER LACTEUS RED CLUSTERBERRY ©---ESCALLONIA FRADESII (fl-LA VANDULA ANGUSTIFOLIA LIGUSTRUM J. TEXANUM' @-MISCANTf-IUS SINENSUS 0 ---NANDJNA DOMESTICA @-NERIUM 0. 'PETITE PINK' PHOTINIA FRASER! 0 ®-- @)-PITTOSPORUM 'WHEELER!' RAPHIOLEPIS 'CLARA' @ -RAPHIOLEPIS 'PINK LADY' @--VIIlURNUM JAPONICUM @-XYLOSMA CONGESTUM LOW SHRUBS AND VINES ----DISTICTIS 'RIVERS' 0 --nJNIPERUS TAMAR!SCIFOLIA -a.,_, LONI CERA JAPONICA PINK ESCALLONIA LAVENDER TEXAS PRIVET ZEBRA GRASS HEAVENLY BAMBOO DWARF OLEANDER PHOTINIA WHEELERS PlITOSPORUM DWARF INDIA HAWTHORN INDIA HAWTHORN JAPANESE VIBURNUM XYLOSMA ROY AL TR UM PET VINE TAMARIX JUNIPER JAPANESE HONEYSUCKLE ..,.._ -PARTHENOCISSUS TR!CUSPIDATA BOSTON IVY @-PIITOSPORUM CRASS. 'NANA' ® --ROSMARINUS PROSTRA TUS GROUNDCOVERS RSS9 1111111 !1111 ~ §;§J ACACIA REDOLENS AGAPANTHUS AFRICANUS DIETES BICOLOR DELOSPERMA ALBA DWARF PITTOSPORUM PROSTRATE ROSEMARY TRAILING ACACIA LILY-OF-THE-NILE DIETES WHITE TRAILING ICEPLANT 11 I I I r7ZJ r I fa.u.W C7 con DROSANTHEMUM FLORIBUNDUM ROSEA ICE PLANT HEDERA HELIX 'llAHNir I IEMEROCALLJS SPP. LIROPE MUSCARI MARAIBON II PELARGONIUM PEL TATUM TRACHELOSPERMUM JAS. I I I O' JO' 20' NEEDLEPOINT IVY DAYLILY BIG BLUE LILY TURF TALLFESCUE IVY GERANIUM STAR JASMINE REV. 7-26-94 REV. 4-18-94 RCE REVIEWED BY: 40' INSPECTOR "AS EXP. SIZE QTY. VARIES 19 IO' B.T.H.' 17 24" BOX(~.~) l IS& 15 G 24"BOX 24" BOX 15 G 24"BOX 15 Gfl.4" BOX 15 G. 24"BOX 24"BOX 24" BOX 15 Gfl.4" BOX 24"BOX 5G. 5G. 50. 5G. 5G. 5G. 5 G. 50, 5G. 50. 50. 50. 5 G. 5G. 5 G. 5 G. 50. 1 G. 5G. 5 G. 50. l G. "I 3 17 14 21 7 29(2 27 8 18 13 25/5 14 74 139 207 87 428 103 47 lO 63 '2&. 240 101 140 20 96 11 I 16 15 21 8 28 49 1 G.@ 6' O.C. AS NEEDED I G.@ 18"O.C. I G.@ 18"0.C. FLA TS@ 12" O.C. " FLATS@12" O.C. " FLATS@ 8" OC. I G.@ 18" O.C. 1 G.@ 18" O.C. SOD 4"POT@ 12"O.C. I G.@ 30" O.C. BUil T" .. .. DATE DATE ~ CITY OF CARLSBAD LTI:J 2 7 DA It INITIAi_ 01' TE INITIAL OTHER APPROVAL CHY APPROVAL PLANNING DEPARTMENT PLANTING PLAN FOR: ST. ELIZABETH SETON CATHOLIC CHURCH ~ -C..,,:/ --~ DATE D'M-1 BY: __ _ PROJECT NO. DRA\'>1NC NO. CHKD BY: __ _ RVWO BY: 94-C. 419 337-6L CUP 139(A) 92-079 ' • I !GE.A AEPROQUPHl(:::8 . . r I I ) I I ' I I I ~------------..... . ' ( \ \ \ ------------ --· --~----------------· ALGA ROAD ---·-------------------------------··••,•--···-· ··-·· -- ! I I I I I ' I ' ' I I I I ! I I I ; ' ' I ' ' I ! ' I ! I ; ' ----------------EXISTING PLANTING ---,,.I', . TO REMAIN (TYP.) ' I I I t ' I ! ' i i ' ' I L--.;,. -.. - 1· - -~-.. ·---,_ --- • I I • • I ····----------~ I ' I I I ' ' I ' i I I I ' ' I ! I I ' I I I -. --------• I ' ' I _j -- ' I ' I I I i I ' . -- ' // I ' ' I -. I ■ I I I I I ----, L.4 \ ' ,.. j _/, - I I I I I I I I I • I I I I I I cil jl E-< I ;ii I WI :i:: I Ul µ::ii WI Ul I \;11 -. ...l :i:: I u, ~. ~I I I I I I I I -----.J I I I I L..,,_ ... ... ~', ,, ., ' I I I ._ I I I I EXISTING SANCTUARY I I I I --·-------- I I I I __ .i I -- I I J I I I I I I I ~ I I --~ SEE SHEET 151-"0R PLANTING DETAILS SEE SHEET 12 FOR PLANTING LEGEND 92-079 NOWEU. • "1110MPSON ASLA & ASSOCIATES Landscape Architecture Land Planning 9444 Balboa Avenue Suite 100 San Diego. CA 92123 (415) 968•5592 (619) 571•7855 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PREClSE LOCATION OF PLANTING AREAS APPROVED BY: ENGINEERING PLAN CHECKER DATE O' 10' 20' REV. 4-18-94 REV. 7-26-94 "AS BUil T" ·RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR I - 40' DATE DATE SHEET CITY OF CARLSBAD ~ -L-13 PLANNING DEPARTMENT ~_j 1----,i----+-----------------+-----t---t-----t----t :==-=::'....:============='...::;::==~ PLANTING PLAN FOR: ST, ELIZABETH SETON CATHOLIC CHURCH -c' ,,·· / / i r APPROVE!)_ , .--.'--,,, /;Ji ,-1--'7:__ 4~ ~ l---l---+-----------------+---+---+----1~---1 ---,-,--,---,...,...•:__.,_:-"vz.,::"-::-===------"'-' _, --1 ASSISTANfPLANNING DIRECTOR: . DA TE 0.1.1£ INillAL ENGINEER Of' WORK REVlSION DESCRIPTION OA l£ INl11AL OTI-iER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 94cC. 419 0RA'MNG NO. 337-6L CUP 139(A) 92-079 " - -FINISH GRADE BALL VALVE PER LEGEND· LINE SIZE r--~itlITTF::__ SCH80 F'VC CLOSE NIPPLE a-----10" ROUND VALVE BOX PER SPEC'S.· f'!.A ft f'\.. ~ PQ D 1...-----+--+-----PVC UN ION-.!>U1 eo SCH80 F'Vi:; 45° ELLS ( 4 REQ'D.) J FLOW ....___ SCH80 F'VC MAINLINE • SIZE PER PLAN ....__ __ BRICK SUPPORT -FULL PERIMETER >---1 CU. Fl CRUSHED GRAVEL L----SCH80 PVC MALE ADAPTER -LINE SIZE TO VALVE THREAD SIZE 0 BALI.., VALVE DETAIL. D t 1'·1" MIN. f rn (l) ,• • + •• ~ • • •• .f • 111-11'.lllea ·;' • ----::111 =-··, ;, .. CONTROLLER PER LEGEND -SEE 7"---MFGR. MANUAL FOR MOUNTING INSTRUCTIONS 120 VOLT POV/ER WIRING IN CONDUIT CON'ROL AND COMMON WIRES IN CONDUIT -SECURE TO WALL ·"·-· BUILDING WALL 4'' CONDUIT :,WEEP TO OUTSIDE ----FLOOR :,LAB UF. DIRECT BURIAL WIRES TO REMOTE CONTROL VALVES -IN CONDUIT TO 1' FROM BUILDING NOTE: ALL WIRING SHALL BE INSTALLED PER LOCAL COD[S WALL MOUNT CONTROLLER -INTERIOR. A.1-L. PIP\S. ,t,..Hb FITTIH&'::> P.B.::p\JIP€.D FDF'-,·E:::i-"-C,~i.Di,-.l ~e,t:( "TO eE Bf'~, b?~ \'-Kl=. <;;;T;>Alf..l~R W / 1'.UO 1-,\~H f,tq..l E~ . = r_ N :,: ?\ "1, ~-··1u.~:~ \\\ :_ = 'F,:=I\\\ [l__l_: et<A?S E:: LL NC SCAcC: _______ l::l'Oo/~ F~'l~EF- ==;.-----0ATE VALVE- TYr, 1 ~-- = ~ UHIOH flNl?H 6p,.,o-.,pE. ""=" U. . -- ~~~: --I ,-= fV e,. t-1AJ--l:c:. ~ - ~--10 p. o. C.. -t'O'f'T .-'-6 i'sB'.i>, 1D ':::f'AN14-EI<.-":> -~ 12"x1" DIA. WATERTIGHT • CONNECTORS ~--VALVE BOX· INSTALL 1" ABOVE FINISH WIRE COILS----, GRADE. MARK LID WITH "RCV' AND N1. STATION //. • "".,\l"-FLE 80>( ~D ~~~JfF=psss:-====~~~m3n'li~~lil-FINISH GRADE --· m-~-m =. PVC MALE ADAPTER· SPECIFIED LINE -TTIT SIZE 1'0 VALVE THREAD SIZE ., -'-'--PVC UNION · SPECIFIED LINE S1,ZE-:>CA-t8o SxT SCH40 PVC ELL -----rHt---,'-----PVC LATERAL ·SEE PLAN FOR SIZE E CONTROL WIRES .,__ _____ REMOTE CONTROL VALVE SCH 80 PVC CLOSE NWPLE -VALVE THREAD SIZE PVC MAINLINE " SEE PLAN FOR SIZE -SxS PVC SCH 40 F'VC ELL IrEMOTE CONTROL VALVE DETAIL ~---SPRAY OR BUBBLER HEAD· A,\ ,,._ PL F ~ -~'~..-.--V.1.1'. SPR!NKLER TIE -(2) REQ'D ~--1/2"x12" SCH 80 F'VC TBE NIPPLE ~-----/13 REBAR SfAKE · 30" LONG NOTE: FOR SLOPE INSTALLATION. STAKE RISER PERPENDICULAR TO SLOPE GRADIENl ~-='jftrr ~;,; -FINISl--1 GRADE mm-->--< F' ·~~~~:rn,-•~3ffllf .. k .. '......-1/2" THRD COUPLING --,,..."--+1---------1/2" MARLEXSTREETELLS-(3) REQ'D -,,L__---++----1/2" SCH 80 PVC fBE NIPPLE" LENGTH AS REQ'D. ,----PVC LATERAL LINE -SEE PLAN FOR SIZE 1/2" THRDxSxS PVC TEE STAKED SPRAY/BUBBLER I-IEAD ON RISER. DETAIL --~iith&Jt;r.ri;~ ~-FINISH GRADE ' ..,----12" HI-F'OF' SPRAY HEAD·f'\APF"LS CAI"' PVC SxTxS TEE ,-----PVC LArERAL LINE -SEE PLAN FOR LINE SIZE ~---------1/2" SCl--180 TBE NIPPLE· LENGTH AS REQUIRED, 8" LONG MINIMUM 6" OR 12" HI-POP ROTOR I-IEAD DETAIL APPROVED BY: ENGINEERING PLAN CHECKER DATE 3/4"THRDxSxS PVC TEE ---I, \---PVC MAINUNE ....---------1/2"x24" LONG GALV. PIPE STAKE ---------3/4" SCH 80 PVC STREET ELLS· (2) REQ'D. @'---'Q"-UI_CK_C_O_U_P_L_E_R_V_A_L_V_E_D_E_• T_AJ_L ________ _ V.I.T. SPRINKLER TIE " (2) REQ'D ~ 1/2"x12" SCH 80 PVC TBE NIPPLE ,.._.._,,., ,,,_"Ir---#4 REBAR STAKE -30" LONG 3/4" THRDxSxS PVC TEE-~ NOfF: FOR FLA, INSTALLATION.STAKE RISER PERPENDICULAR TO FINISH GRADE. ,----FINISH GRADE Cf----3/4" fHRD COUPLING -.c=-1h:::::---'~c::::::--1Jfllll,~P.:-----3/4" MARLEXSTREETELLS • (3) REQ'D ----------3/4" SCH 80 F'VC TBE NIPPLE -L ENGT\-1 AS REQ'D. J-------PVC LATERAL LINE · SEE PLAN FOR SIZE ® STAKED ROTOR HEAD ON RISER DETAIL F1------~~~---~ +-----POP-UP ROTOR OR SPRAY HEAD PER LEGEND -F"\Jpf'LS q..,p FINISH GRADE Y"'lt---~--SCH80 PVC STREET ELL" ,._ ____ MARLEX STREET ELL" '---~----fBE SCH80 PVC NIPPLE -LENGTH AS @ REQ'D. (8" MIN.) 6 @ ~----{___::,.,..-:_L_J.---------' ..,__ PVC LATERAL LINE· SEE PLAN FOR SIZE --MARLEX STREET ELL· •NOTE: SIZE FOR FITTINGS AND NIPPLE SHALL BE THE SAME AS THRDxSxS 5CH80 PVC TEE" HE/,D INLET SIZE. ROTOR OR SPRA.Y HEAD DETAJL --SIDEWALK --METER BOX W/METER CURB--- 12"MINIMUM RECLAIMED WATE!R..JBRIGA110N MAINUNE W/SLEEVE _....1 NOTE: VERTTCLE CLEAP.ANCE OF 12· MINIMUM IS MANDATORY 'M-IEN Cf?OSS/NG PATH OF A,POTABtE WATER UNE. fNSTALLAnON OF RECLAIMED WATER /f/RIGAT10V MA!Nt!NE 24" FROM FACE OF SIDEWALK Wrl.L PROV/OE THE NECESSARY ta· HORIZONTAL CLEARANCE FROM POTABLE MAIM.INE IN Tl-IE STREET. . . -· . . POTABLE.SER.VJCE /:!INF CROSSIN(; STREET SURFACE --~, POTABLE MAINLINE 3.5 FEET {SEE IMPROVEMENT DRAWINGS)7 , la.. • ., !'.. . . . t 12-MIN/MUM REQUIRED VERT/CLE SEPARATION! RECLAIMED WATER IRRIGATION MAINLINE~,_.>;_" ___ SLEEVE NOTE: ALL RECLAIMl=DWATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PFIIVAT::; IFIRIGATION SYSTEMS" "CARLSBAD RECLAMATiCN FiULES ANO REGULATIONS FOR CCNSTriUCTTON CF RECLAIMED WATER MAINS-JUNIE 1991 POTABLE MAINLINE CROSSING ~ 6-'!LJ.. ~/"',f_J__ { nv-"'1 IV.,, !'-="'.>Li) N,-4T,,,e 51/L (uwL>/"STU~) _,,.,,,S/N ~,,._;,.,., .;, • ,f ,.,,,,,,....,,.,l'Y'TEa rrf't=:, I z ,,,,,.,,,_ ~ ~ ' ~'!!,~O ~ V""i::.-, 2 I'_,_ ~ 611661-~ ell"-p,.,,_,p (/N /"/?&!) £ f'B,A ?i'<c.,,; ' . I ,;t" ,;ti AP&~ nbL.Gc- .r,!l" ~'!!,fr.tst:, bA4 v#i- .?.&~IL/:!,£P-. (I"-. '3o/t!,'5 ~,.-;:j /="'/N/:5# ~,t:;;,£_ /"-<"'T c;,..,.,WN TREE PLA,N:nNG/DEEP WATERING DEVICE ,.· -, ·•, ·•·t·~ .. . •'-'VI,...•:•'" DC"1.f 7. "),t." (),t ~,., ·-"--'"-te~ REV. 4-18-94 . . __ ~~~clt_ ' "AS BUil T" "' . . . r .. C..J q , \. /· -' , .r,t,'-,-~ RCE EXP. :Ito,~.~ REVIE'M:D BY: DATE -cD POP-UP APPROVED FOR PLANTING AND IRRIGATION 92-079 !\OWD..L • ll!OMPSON AS LA & AS SOCIA TES Landsc~irc Architecture Lane Plnnning 9'1'14 B;1lbo;1 Avenue Suilc l(XJ San Diego, CA 92123 (415) 9(,8•5592 (6 l 9) 571 •1855 DATT: INlllAL ENGINEER Of WORK REVISION ONLY, 11\CLUDING PRECISE LOCATION OF PLANTJNG AREAS . DATT: INlllAl DATT: INITIAl DESCRIPTION [ 01\lER APPROV!J.. CITY APPi\ OV Al INSPECTOR OATE SHEET CITY OF CARLSBAD ~ L-14 PLANNING DEPARTMENT 7 ~~ IRRIGATION DETAILS FOR: ST. ELIZ',',J!FTH SETON CATHOLIC CHURCH ~ APPRO~_D .•~. ~ I)/ ~~~c? c,/ ASSISTAl'tr Pll'.NNING DIR[CTOR: OATE OWN BY: ( I DRA'MNG NO, PROJECT NO, CHKD BY: 94-C. 419 RV'Ml BY: 337-6L !~~=--------------------------------------------------------------..... ~;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ -T~~II Rl!.~HOGAiU'HIC!i CUP 139(A) 92-079 EQUAL ALL GROUND COVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING 0f---_G_R_O_U_N_D_C_O_V_E_R_P_L_A_N_T_I_N_G _________ _ FROND flE DEfAIL rn,.';i"K Rff"flOORAJll-!iCS -flE PRIOR ro PLANTING W/ ORGANIC DE- GRADABLE fWINE. 12" MINIMUM CLEARANCE---~ FINISH GRADE II s.,,--',j--PALM TRUNK TO BE SET PLUMB (VERTICAL). WHEN NECESSARY, BRACE OR GUY PALM TREES AS DI- RECTED BY THE LANDSC. ARCH. +-t--t--+----BREAiHER TUBES -SEE DETAIL ROOT BALL - FOR SIZE AND QUANilfY 2" LAYER MULCH PER SPEC'S. 3" WATERING BASIN 100% SAND BACKFILL PER SPEC'S. ALL BACKFILL TO BE WATER-JETTE::> DURING PLANTING FOR MAXIMUM STABILITY. 6" COMPACTED · • .-.. -]11 BACKFILL----+:"'"': .j:;';__-t-_.-,"';:7:,:-,'0'.:,,C:-:::,::-:::'·1\7''.c%;\'?:,,;\s~~-FERTILIZER fABLETS -INSiALL SO THEY ARE TOUCHING ROOT BALL BALL & BURLAPED PALM PLANTING DETAIL 5" B OR BELOW LOWEST _,__ ___________ FORM 3" WATERING BASIN WITH / BACKFILL SOIL MIX /_ -<~~. ;,J \rJ~ · --,.~-----BREATHER fUBE(S) FOR 15 GAL. SIZE. RCOr t>/tlL AND LARGER, SEE DETAIL . :f 1. 5. OR 15 GALLON CONTAINER n../' TREE OR SHRUB r-------2" MU 1"CH LAYER .,-. --1~;'-,:'-,t------PLANf SO ROOT BALL IS 1/2"-3/4" ABOVE FINISH GRAl)E (AFTER BACK- FILL MIX HAS SETTLED). -------PIT BACKFILL MIX PER SPECIFICA- TIONS l \_ l------FERTILIZER iABLETS PER SPECIFI- PL/:NTT/\G f'I, CATIONS. INSTALL SO THEY iOUCH ROOT BALL. 'I 2X RCCJT 8,-il-l-'I 1, 5, & 15 GALLON AND BOX CONTAINER PLANTING BRANCH 12" -----5 OR 15 GAL. TREE ~~~:>-~------(6) -TREE TIES PER SPECIFICA· TIONS. SPACE AS SHOWN. INSTALL PER MFR. RECOMMENDATIONS EQ. ~~~1--------(2) -2" DIA. X 10' LONG iREATED --1'-------1 1· LODGEPOLE PINE SiAKES. INSTALL EO. 2411 3' TRUE AND VERTICAL. DRIVE INTO UNDISTURBED SOIL ADJ. TO ROOT BALL. NOTE: FOR 24" BOX TREE. USE 3" DIA. TREE STAKE. TREE TIE DETAIL "CROSS" flE BETWEEN STAKE AND fREE AS SHOWN. ~-1-1/2" GALV. ROOFING NAIL ®DOUBLE TREE STAKING DETAIL l-f1--t'.NTT/\G nr .ir 2x Rear DAl-l- ,-------FORM 3" WATERING BASIN WITH SOIL EXCAVATED FROM PLANTING HOLE. r------1, 5, OR 15 GALLON CONTAINER TREE OR SHRUl3 ----2" MULCH LAYER .. .. NOiE: CUT AND FILL TO BE 1:1 SLOPE RATIO MAXIMLM. ...,.,,__ _____ PIT BACKFILL MIX PER SPECIFICA· TIONS -----FERTILIZER TABLETS PER SPECIFICA- TIONS. INSTALLSOTHEYTOUCH ROOT BALL. C 1, 5, & 15 GALLON CONTAINER PLANTING DETAIL (SLOPE) INSTALL BREATHER TUBES ON ALL TREES AND SHRUBS· PER THE FOLLOWING SCHEDULE: 1 &,5 GALLON NONE 15 GALLON (1) -3" 24" BOX (2) • 3" 36" BOX 48" BOX 60" BOX & LARGER B&B PALMS (2) -4" (3) -4" ROOT BALL ,__ ____ NOS SLOTTED GRATE -PIPE SIZE .....-.c--+ FINISH GRADE '..,----'+---DUCT TAPE OVER HOLES WITHIN 6" OF FINISH GRADE -..,__1c-----RIGID PERFORATED HANCORE PIPE ,,, , SEE SCHEDULE AT LEFT FOR SIZE {1 ' AND NUMBER PER PLANl ' ... ' \\ 1/1 , ,,--+---"DRAINGARD" SOCK \\ . ~ ' ,, · ~ BACKF1LL MIX PER SPECIFICATIONS ' ' " ' '~ I r-.~7 i(f \ 1 ,,..-i,.;+1-· -·+---OPTIONAL CONNECTION TO DRAINAGE \1 11 : . . SYSTEM FOR POOR DRAINING SOIL - ·REQUIREMENT FOR .::::::::::::~c_.!::::1 ~~-~~ .._c• ~-SEE PLAN. SHRUBS MAY BE OMIT- TED BY LAN DSC. ARCH. BREAiHER TUBE TO EXTEND TO FULL IF SOIL CONDlilOt--:S DEPTH OF PLANilNG HOLE PERMIT. ® BREATHER TUBE DETAIL F-------- ,:--. 92-079 -~ NOWE!.L·THOMPSON ASLA & ASSOCIATES Londsc:ire: Arcl1itccturc Lmd Plarming 9444 !Ja:bo, Avenue Suite l(X) S:111 Oicco. CA 92123 (41 S) 9GK•5.SY2 (6 I 9) 57 ! •7855 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS APPROVED BY: ENGINEERING PLAN CHECKER i DATE INITIAL DATE O<GlNEER Of' WORX REVISION DESCRIPTION I DATE INl11AI. 01H(R ,IP?ROVAL "<;) ..,. .. £;,s; ~ow-~ II AS BUil T" <,~ ~ ..., • 0 Q::t'01. J - \ .~ . REV 4-18-94 REV 7-26-94 ·j( \ ,•· //77~ / >t RCE EXP. DAT( ... , -~-./'., ~ ~ * I"£ Of CAI.\'()<,: REV1EWED BY: ~ - INSPECTOR DATE SHEET CITY OF CARLSBAD m L-15 PLANNING DEPARTME'IT 7 ! PLANTING DETAILS FOR: ST. ELIZA}lETH SETON CATHOLIC CHURCH ., . APPRO~D /.'-/ /( 1 / (.·· /·' f/~-~494/ ASSISTANT PLANNING DIRECTOR: DATE DIM< BY: i PR0J£CT NO. I DRA'MNG NO. DATE INITIAi. CHKD BY: Cl TT ,IP PROV Al. RV'Ml BY: 94-C. 419 337-6L CUP 139(A) 92-079 • ' I I ' '! I NOTES: -----.. ' -_J. --J_ I ' I I' ' 1. CONTRACTOM:>PERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE Pl.ANT MATERIAL. AT NO TIME WILL THE· CONTRACTOR/OPERATOR APPLY WATER AT A PATE OR FREQUENCY wtJICH CAUSES RUNOFF OR SOIL SATURATION. 2. "THE WORK SHOWN ON THIS SHEET IS SCHEMATIC. ALL ITEMS I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, PIPING. TREES. SHRUBS. GROUNO COVERS, ETC. ARE SHOWN IN TI-IEIR APP80,C:IMATE LOCATIONS ONLY. 00 NOT USE THESE PLANS TO SCALE DIMENSIONS FOR PLACEMENT OF THESE ITEMS. DETAIL ORAWINGS M~Y PROVIDE ADDITIONAL CLARIFICATION OR LOCATION OF SOME ITEMS. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOU5 THAT THEY ARE JN DIRECT CONFLICT WITH UNDERGROUND UTIUTIES, STRUCTURES, PERMANENT JMPAOVEMENTS OR PEDESTRIAN ANO VEHICULAR SAFETY CONSIDERATION. CONTRACTOR SHALL NOT INSTALL ANY PLANT MA_TfRIALS IN LOCATIONS WHERE THE ULTIMATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR EFFECT STRUCTURES Ofi IMPEDE PEDESTRIAN OR VEHICULAR CIRCULATION. SPRINKLER HEADS ARE NOT TO BE SCALlitD OFF OF THE DRAWINGS. BLITLOCATED TO PREVENT OVERSPRAY ONTO BUILDINGS. WALKS, AND STRUCTURES. DO NOT LOCAlE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL.BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALL FOR. OBTAIN APPROVAL Of LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS, ANO OTHER ITEMS OF WORK. NOTIFY THE LANDSCAPE ARCRITECT IMMEDIATELY Of ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELO CONDITIONS." TIGER AEPROORAPHICS • AO✓t/61" EX/~17N4 /,'l!lltlct,ATtaif A-!1--~ /?,EQU/P..tD I i I- EXISTING SANCTUARY ·---.. s .A. IV IRRIGATION LEGEND snt. MFGR. MODEL I CrM rsi RAD DF.SCRll'TION <I> 0 • • 0 0 .. ., ., .. ., V "' a Iii • 0 l ' 1 • -44 IZI s @ .. RAJNBIRD 180'-ll'Q .61 30 1% TURPSPRAY RAINBIRD IB04-12"H 1.30 :,0 17 TURFSPRAY RAINBIRD 1804-IZ'YAN VAA :JO 12' TVRPSPRAY RAINBIRD I 804-l 2'F ViO )0 11' TURF SPRAY RAINBIRD 1804-15'1:.ST .61 30 4X lS' TURFSPRAY' RAINBIRD IB04·1S'SST 1.21 30 4X30' TVRFSPRAY RAINBIRD l'A-8<:i,12"Q .6.1 30 12' SHRUB SPRAY RAJ:-.'BIRD PA,!IS0 l2'H I.JO 30 12' SHRUB SPRAY RAINBJRD PA-U-12'VAH VA'A 30 12' SHRUBSPRAY RAINB1RD PA-BS.-12'F 2.60 30 12' SHRUB SPRAY RAINBIRO PA-IS-l5'Esr ,61 ]O 4XIS SHRlJDSPRAY IWNBIRD PA·8S-15'SST 1.21 30 4 X lO' SliRU8 SPRAY kAINRIRO PA-8'1-ICTQ .39 30 ur SHRUBSPRAY ltAINBIRD PA-8'!-ICTH .79 30 10' SHRUBSPRAY RAINBIRD PA.81.l(YVAH' VAR 30 ur SHRUBSPRAY RAINBIRD PA-8S-ICTF 1.52 JO ur SI-IRUBSPRAY RAINBIRD PA-S'S•!l'FB-PCS-040 ,-40 30 ·• BUBBLER RAINBIRD. Q T4PCT40-l .5 RC 1.90 35 30' TURP ROTOR. RAINDJRD H T4PCT40-3.0 RC 3.50 JS 30' TURf ROlOR RAJNBIRD F T4PCT40-6.0RC 6.10 35 "J(1 TURFROlOR RAINBIRD F T4PCT40-4.0 RC 00 3S 25' TURF ROTOR RAINBIRD Q TSPCT40-l.!I RC 1.90 JS )CJ SLOPE ROTOR RAINBIRD H TSPCT<60-3.0RC 3.SG J!I 'Jll SLOPE ROTOR RAINDIRD F TSPCT40-6.0 RC 6.10 35 lO' SLOPE ROTOR RAINBIRD H TSPCT404.0 RC UO 35 111 SLOPE ROTOR· R>,.INBIRD ISC•B• 32 WALL MOUNT CONTROLLER WILKENS ,1, -I 1n• BACKFLOW PREVENTER I 1/r WATERMETERBYOTHERS WILKENS EFII .CP-PRS REMOTECONTROLVALVI 3RC QUICK COUPLlNO VALVE UOSERIES BALL VALVE· UNE SIZE k>.1J.Jl!>lilt.D WILKENS l'WP l'WP PWP CL200 PVC L\TERAL· 12"COVER•SIZEAS NOTED SCH40 PVC MAINUHE-ll"COVER -SIZEAS NOTED SCH 40 PVC SLEEVE. TWlCE UNE SIZE EXISTIHO r IRRIOATI~ MAINLINE Qf------VALVESEQUENCE ~t-----VALVESIZE ------GAUONS PER MINUT& 1' .A. • ' ALGA . ROAD \ flJ ~ ·FUTURE ADM IN. BUILDINd // \ \ \ \ \ \ . . \ \ \ \ \ \ ' I \ \ \ I \ \ \ \ \ \ \ \ NEW SANCTUARY \ \ \ \ \ ' \ \ \ \ \ \ \ \ ' "'I I \ \ \ \ I \ \ ' NORffi \ ' \ ' \ \ \ ' ' ' \ \ I \ \ \ \ \ \ \ \ \ \ \ iJ' 92-079 NOWELL• TilOMPSON ASLA & ASSOCIATES Landscape Archilccturc Land Planning 9444 Balboa Avenue Suite 100 San Diego, CA 92123 (415) 968•5592 (619) 571•7855 1" APPROVED BY: LEGEND "" [rr] IEl1l ~ ~ 'D' 'DO NOT DRINK' SIGN U>CA TIONS AREA OP FUTURE RECLAIMED WATER USE ooooltloooo EXISTING POTABLE WATER SYSTEM ■■■Ille.■■■■ PROPOSED RECLAIMED WATER SYSTEM PLANTING AREAS 0' 15' 30' APPROVED POil PLAN11NG AND IRRIG TION A OWE ,~ ,,rt ,, ~ JU!\t 7-26-94 . ONLY, INCLUDING PRECISE LOCATION OF i,~~·· '::> "AS BUil T" PLANTING AREAS . ,:; - -1c\·~~ -,. .,~....._ -~..,. 'ft OF CAlltO~ RCE EXP. REVIEWED BY: I 60' DATE ENGINEERING PLAN CHECKER. DATE INSPECTOR DATE ~ CITY OF CARLSBAD rn 6 eLANNING DEPARTMENT 7 RECLAIMED WATER COLOR USE MAP FOR: ST. ELIZABETH SETON CATHOLIC CHURCH APPROVED c/~ ,.5 j )!_ [Er-% ASSISTANT PLANNJNG DIRECTOR: DATE ?iWN BY: I PROJECT NO. I DRAWING NO. OAlE INITIAi. OAlE INITIAL DAlE INITIAL CHKD BY: ENCllNEER OF WORK REVISION DESCRIPTION OTHER APPROVAi. CITY APPROVAi. RV'Ml BY: CUP 139(A} 337-6L \ CUP 139(A) 92-079 w (.,\) --.J ' r,-. r 5.EOJON 02Qs(1 -TREES PLANTS AND GROUND COVERS PART I -!l(.Nl;RAL I. I 1,2 SCOPE OF l\'.'.Cl.B.K I. J. I Furnish all lahor, matcria!s, and eQuipmcm to provide, install, i1nd m11iP.taln soil preparation, hc.adcrs, finisti grnding, planting, and cstablishrnc,1t period us described herein and on tht plan$, l.l.2 11,e C,1ntractor sh;;~H adeq1.1alely prmect the work, ~dj:\cenl pro~rty, afld U'it public, and shall be rcsrxrnsihle for :my d~1mage:. injury, and lrn:s dt1c to his <KlS or negligence. Work not included: Rough grndir1g_ Ol)ALITY ASSIJRANCT; l .2.1 V crif y the kx:ations of all e.1.isting utilities, stmcll!rcs, and services before commencing work. The location.s of utilities, structures, and !Services shown on these plans arc appro11i1m1te only. Any discrepancies between tlic:,;c Pliins and iictua! field conditions ;-;hull be reported 10 the Landscape J\rchf!CCl. 1.2.2 Protect al1 existing utilities ~nd features on aild adjaccn110 the project site duri1\g co,1struttion. Comr:.KU)r sh.:il! repair, ar his own cxpen!i:c, all ctamage resulting from his opcr,uions or negligence. 1.2.3 TI1c C(mtractor shall obtain 1he pertinent engineering and or ate hi LCctuml plans before tommcrn,:ing work. 1.2.4 Notify the Lands.care An..:hitcct prior to commencing work, and be responsible for coonlinnt.lng work wilh lhc Owner, Landsc:::ipc An::hitcct, other constructil)n tra(ks, and governing agencies. 1.2.5 The plaming plan is diagram1m1tic, and 41.ll pl:.1nt locations depicted thcrcon arc tipproximme. Plam ~ymbol':-take pmce<lcnce over plan! quantities specified, if any. No1ify the Lllmlscarx-Architect of di:;cn:pancics between quantitic~ and symbols sliown 1,2.6 Prn.)r w planting, the lfdgaLion :iyStem ;,;h;tll bo folly o~.raLion,1l ,ind al! ph,11\irig are.:.\s. shall be tliorough:y moistene.<J to a dcpt11 or 24 inchc.s. 1.2.7 11lc Contl'actor shall he re!\ponsiblc fo~ ancl pay for llll permits <ind Certificmcs of Inspection of plant materials th.at may he require(! by f•"e{leral, Statc, or other authorities. Copies of 1~rmit,; ,,nd inspection ccnlfic,ille~ ~hall he fL1rnished to tht owm:r without charge. 1.2.8 Protect hcn~:h marks, existing strnc1urcs, fences, roads, sidcwrtlks, lawn~. and other finish .s1:rfoces 11gainst damage from t;.(J!lipmcnt or other pla11tini; operations. Repair t1r1y dmnage at no rnst to Ownet. 1.3 Sl/BMITf.~I.S 1.1.1 Obtain, pay for. and submit to the L.a1HlSC!.!pc Af(,:hircc1 a soil analysis report r·rom an authori::,_e(1 .soi I testing agency to the Lanclsca1~ Architect prior to com mcnccmcm of w()rk, Soi I amc11L1n1cms !isled below an; ~ubjr..ct to change per rl1is ~oil <1nalysis. 1.12 If a plant is found not to be suitable or avaihlhle, tht Contractor shall notify lhc Landscape Architect in writing prior to hiddi,ig. The Lmdse11pe Archileu wil! sck.ct a suirnblc alternate fl.1\LV()r inform wntn.ictors of the ava1h1bllity of the plant. 1.3.3 Suhrnit photographs from the nursery of trce.s tagged for shipmc:nr and installation on this project Photogrnphs shall show trees of size and branching sltucture Lypic;,il of those supplit~d for each '.:lpecic.s. Landscape An::hitci:;t reserves the right ro rejt:.(;L pl.ant m1.1terinl on site which tine:; not mee.t the :.rn,ulanl t$Wblishcd by lhe. approved phntOgraphs. 1.4 M(H>IFICATIONS 1.4.1 Design modification~ m1.1y be made only as necess:iry 10 m('~l field conditio,is. Planiing shall be, loca1ed where ~hown on the plans cxcep[ where obs1n1etions below gmund or ovcrhcml are cncounu::rtc.l, or a.s; approved by [he Laml.'scape Architect. l .4.:2 Ex.act p():;ition1ng of box trees will be dc1crmined in the fide!. Position rnatcrials as directed by the Lmd.s;i,:;ipc Architect. PART:/ -PRODUCTS 2.1 PI.Al;/_TlNG MATERIALS 2. l. l Pliin1s ~h1111 have ~1 hahit of growth that is nor1nal for the spC'..cics and shall he symmetrical, sound. !H..:a:thy, vigorous, and free of insc.:;1 pests, plant disease, ;rnd injury. Trees ~hall riot h.;ivc crossing bnmchcs or weak branch structures ;\typical of their _,;pcc:ic.'.'-. 2, 1,2 R.oot hound pl.int m;;1terial is riOl ucccrtnble. Five: gallon pbnLa.: ,md large( shall be grown in their containi:,:rs for a minimum of :-ix monlh:; and a lrlllximum <.1f two yc..1.n;._ A\! J)l:int m:1Ll~n;1\ '.-;h;,1\I be .s;11hj~'.<:l to insrection and rx.1~sib!c rcj('..ction pnor h) in.,a.allation. 2.1 _] A1I rh1nts sh;,1!! equal m exceed tlic measurement-.; :,;pccificcl in the p!nm li:,;t, which sm:-; minim~1m acccpt.ahk s::1.cs. 2.1.4 SlihstituliOll$ for indi~:,.i(l(1 p!Mt material'.-: wll! no! l~e permittt::d witho11t the pl'iOI' writwn upproval of the l..;1ndsc~1pc Architect. Substitutions urc tot')('.: .;it no addnional cost to the Owner. If ~1:..:ccpted xub'ititutes niatcnals me of less value lhm Lhosc originally specified, the c.:on1rac1 price will be adju:;tcd in accord<.mcc wi1h 1hc pr0vis.1ons oft.ht: contr.ict. 2. 1.5 In ail ta:;e~. quantities of plant m111crials shall he furni!.>hcd iis needed to complete the work ,1nd indic.il.(!d on the (!i'awings, including rcscN.ling, rcdr~:~::;ing, and milintcn1111cc (rep1!1ccments) during the conlract pcriotl. 2 2 Pl.,l~TIN(; MIXES SO!),S AND FERTll.lZH;_s 2.2.1 The following soil amendments arc to he u:scd as the basis for hid~. Once site imptovcmcnts ~rt in place and apprrn:im<1tc finist1 grndc.r,; er.;t.;11:llishcc!. the Cormauc1r .-;hnl! furnish \O 1tic LluHl!sc;ipc An:.:hltcu c1 soils tc:;t mar.le frort'l the smbcc. ant1 sub-sur!'act: (IX'' hclow gr,\{ic) s.oi! by ,m ,1pprry..r1;:.d itgncultural bb. The tcporl shall irn.:ludc Ph, N / P / K, .~ar, ccc, boron levels, and soil particle ev11h1ittion, A.:.:t11al soil amendments to be inst.:dkd may be ac!justed by the: L;rnd.scnrx Architect based on tile Ii ridings of !he rcpcrt. SOIL "l'"&-$1'"1N&A6~Y k rt~LJL1'.5 ,!)f"' s-c,i1.-::i-,.,,...e."!Jl" 10 1!5-l:;:APf"l="'OV'E-P aY -t'H~ al't'Y OF" cArzl.be.AP. 1 2.2.2 General soil rrcpar.ition, ~1n1ot11ll per I ,()(XJ ~quare feel: 3 cuhic ytm.ls nitrogen fon.ificc! redwood shavings 200 pound:-, ;:1gricultural gypsum I 5 p()tmds soil sulfur 7 pounds 16-6-8 fc(ti lizet 2.2,3 Soil: Plant backfill shall be native site soil, r,,me11(le(l as noted on t.hc plans and in accordance with soi! I.CM resul LS. 2.2.4 Import soil or topsoil shall he no11llrnl, fdab!c soil po~se~.s.ing the same ch11r..1ctcri:,;1ic~ ['f the exi!,;Ling site :;oil. Provide topsoil fr,:.c from :<.ubwi!. b1ush. ohjcctionahlc weeds, rocks. orgnnic or inorgu,11c dehri.~. ,md clay. Soil shall be free of toxic subs1,1nces, soil sterilant.<i, 1.1n(i :rnHs. Do not provide soil from roadhcd <!Xcavmions. !nqxlrl soil sh.:JII l)C tcstNl as noted for na1ivc .<ioil, 2.3 HEADER MATERJ~ 2.4 2.3. l Wood hc:idcr shall be insrnllcd in acc;ordance with the plans !md dcwi!s, Wood sh~ill he 2" x 4" or l '' x 4" rough, construc[ion heart nxlwood, free fron1 splits. Wood ~takes shall be 2" x 4" x 18'' long rnn.s!rnction he.art rcdwnod, .secured to the header with 120 common galvanized nails. Hea<kr :i;hi1ll be nailed ~114' intcrva!'.:l, TREF STA.KE:_$ 2.4.1 Tree stakes shall be 2" di~1me1cr by 10' long ntw lodge pine poles t.remed with copper napthenate unless othc:rwise noted. PART, -EXECllTIO('j ·1.1 S(f!ElJllU'm 3.1 l Pinn ting ~hall not commence until completion of u:11 cons1n1<:tion work, gr.nding, soil prcp;1r:1tion, weed control and sprinkler imt..illation. PH c-P!_ANTINC1 1.2. l Apply ··Rour,d.up" ~ystcmadc herbicide (or ;,ipprovccl txiu~t!) per mamifocturer's speeificmions m t:xi:-;t.ing undesired vcgcta1.io11 ten ( I 0) days prinr lO nm1mrnccmcnl of i:111y planting or irrigmion work. HJC.f'Bl:::IDE APPl-1(/'<fC>~ 5HALl-B~ L-ICEN=>l'ci? l?Y 'THI= !">'rl<"r<S o<'" CA l-1 ID I" 1'J v:\ . 3.2.2 All areas to be planted, which ha-.·e a slope M2: l or lc.ss sh~1!1 he ctoss•rippc.d 10 a dcnth cf six (6) irn,:h(!S antl soil amendments spread eve.rily us sr<.:-eiflcd and t!lorougt:ly blended-in per 1,000 ~quMe feet. 3_2_3 SlqX's steeper Lhan 2: I .shall be raked smooth, btll shall nm receive soil amcnclme1ll'> (exec-pt in plant pits) unlts> :-.pccificd on the pbm l FU.t>HOOIU.f'tilCS 33 :l.4 3.5 .JY 3.9 .1. '. I) 3. l I 3.12 3.2.4 Mnin111in proof of de:live1y for all planting am<?ndmcnlS on-site and available for inspection until au.::cpt.:.HKC of the entire installation. f'IN!SI I (;RADINQ 3.3.1 ),3,2 J-:"inis!1 grading aflcr a.:ni' preparntion s:trnll cswhlish final flow )incs and gradients. for uniform water drair1cibt•. Flow lim:s and i:radicms. shall he eslahlishcd from the high point 10 [hC dn1:11~1gc oudcl Of' i.\:1 ink:[ !,;trlJC!llrC. R;;1J.::c-ou1 nm! remove <di rocks 1/2 inch diameter ,ind !:1rgcr from the top two inches of !Jnishcd gLlLlC, except on ~lopes stccpcl' 1)un 1:l. Finished grade~ skill X l/2" hc!ow the mp or cmhs, .sills, .ind walkways in lawn areas. I" below in pbnting arGas. At locations where dr~inagr; is tD flow across hard.scape, the grndt shall be f1u.sh, or no more than 1/2'' hclow hanbcaring. 3.1.4 Maintain a minimum 2(1,J Sl1rfacc drnin?.g,c away frnm all bu tidings in planting areas. Finished grade~ shall be r~ed a.nd smoothed to eliminate puddling or !5tanJing water and allow smootJ1. even flow. 3 . .1.5 F!oat turf areas with a 4' wide minimum noat. Ro]! llll prc,pc.l:<.Cd turf £\re.as. and rcCTom to climinntc dep!'essicms. I .A YO!.lJ:.AUD SPACINCi 3.4. l St.akc lrx:rniors or trees and outline planting areas as shown on plans. Obiain Lands.cape Ar;:hit~~r:t's apprnv~tl prior lo cxc,ivmion of p:ant p:t~. Lmd~cs.1pe Architect reserves Lhe right to intcrdrnnge or shift plant locat:ons :1rior to p'anting. 3.4.2 \Vhcn pl.mt m1.1tcri:1l is spaced in rc1ws, ihc total dimension sliall he verified. 11nd the plants equally sr~1C(:d w11.!im the dcsignawd aren. When plnnt material 1s show,1 in a loose pnltern, the Contractor sh;i!l sp:1<:c mJteri~ll a.s shnwn on 1hc plans and direued hy the L1.1n(lscapc Architect. J.4.1 Ground covl'I materi:il .,;h;i/1 ho tri1rngularly spaced per dimension shown 011 the pl,ms. Pl.ANT Ml', TERI AL INSPFCTI.O_tc, 3.5.1 Review hy Lhc: Landscape Arc-hilcc.:t of the plants upon delivery sh,11! be forQuiil!ty, .size, tmd vnriGly mdy, and sh;1l I not in m1y ,,u.Jy imp;1ir the ri~IH of rejection for foih1rc to rnCC[ ot11cr requircmcnl..'> during rrogtcss of l11c work, PLANTIN(i 3.6.1 Pl;1!1.t pits slw.11 be as shown in. the planting <let.nils, Roughen smooth pil walls cause<:l by augering hoks. Slick pit wa11s C\uscd by nugering in too wet soil will no! b('.. ~Kcepte.t..L 3.6.2 Plant 1r.,11crial wi1h root ha1b hrokcn or cracked prior 10 or during plaming opcrmions shall not be pbnted. 3.6 . .3 Each pl:inl shall receive "'Ag:-iform" (or apprnved equ1.d) plant table.ts as follows; F"lAITJcD f'eANT HA:r>"F'IAL .0 <:IS I' AY\C:O,.S-, fE'.f<TI LI -""D I g~1!1on container 1-21 gm 5 g;,1!h>ri con!~1incr 2-21 gm 15 g<illon container 3-2! gm rcr 6 inch hnxci\ tn:<..: si.1.c l-2 l gm 3.6.4 Batkfill pit with planting mix h,1lf-wt1y to fini,;;h grnde and water thoroughly. B;,ickfi!! to finish grnde 1.ind t.amp flrm. Fmrn a sh~tllow basin around e.:1ch plant pi: ns detailed. :tfl.5 ~emovc nursc.ry ~t~\kcs on nil vine:,; :ind a!lach 10 adjaccn1 w.;11! or fence. with green plR:>tic vine lLCS. 1A6 l~C'.rnove nur:,;cry st~1kcs from a!! umt.aincr stock. Prune !iidc growth on trees only as directed by Lantbc1pe An.:hi'.cct. 1.6.7 Conu1inel' p!.1111..s sh;ill not be pbccd within 12 inches of :=;prinklcr he.ids. 3.6.8 Shruhs ,1~d trees shown in plan1ing areas shall he 11nd(:r-planted with grnumkovcr shown by a<1,1accnt syn~bol, to within !2 inches or m~1in pli.m: stem. 3.6.9 Upon rn111plct..ion nf1hc work, all trees and shn1bs. sh,i.l! have had any broken br~1ncJ1es removed mid injurit.s n.:p11irnl. Cle.an and re•Cll( wotmd!> over ·y4" !md com with tree wound p1.1int. ).7. l St.ake or guy ,1111.r~es j gi.lllnn:<i t!nd b1~gel' per (krnlls. Drive stake l!i!O firm soil next to root hall. Tri,'.~: sWK~s shall be venical in all cases, One g:i!Jon trees. :,;.h~lJI he planted with $1.,jkts removed. 1.7.2 Guy 36" hox and t:rger plnm malc:ri;il wi(h <ll !e.;1sl th,cc guy wires. (9 gauge) in 1.riar1gubr r;_it1em .as dct~iilcll Wir"e stul! hc tncasnl in rubber hose. where it comes in COfll.i..lCl with 1hc l.rcL:. (Nole: Cruyini; rnc\y Ix-. omitted by the l.andscapc Arcl1itect when~. coriditions perrni1). FLATJTD (;RO\JND CQ.Yl)i_l }.8.1 3.8.2 3.8J 3.8.4 Roo'.cd cunin~!> S;!Wll he ;1bn1cd sriffidently (l('.('.p 10 cover all roots, 1.md sh:.ill he sp;.iccd as notc::d on \ h~~ (lr";\wn).Qs. Romcrl nming'i _-;lt:dl havt: hccn grown in flats and shi:rll rernJic) in Lhost /lal~ 11n:.il t.imc Clf 1r;1mpla:itini:. 1\t tune of 1n1risplomting th~: .'.>oi! shall conti.lin sufficient rnoi.sture so t!wt the ~oil drn:s '.JO( fi1I: 11par-t wl1e.n lifting planl"-i from th\~ l"Il.\t, Each plant shall !)C plunte(l with its prof)(lrtion~i\C amoun[ of :;01! m H mimni;r th:it will ensure a minimum of disturh:.mce 10 the rool sysicni. Rorncd clllling!s xh;11! not be ;i!lowecl w dry out or wilt before or during pl.anting. Willed plants wi I J not he <\CceplC::d. At 1hc lime of planting c.-:Kh ground cover pl;.1nt. the c-.arth shall be firmed sufficicmly to force out air p(.x:kGts. W1.iter g!'ounl'. c:ovc:;r lx:ds imm(·d1a1c!y ~fter pLlr11Jng. MIILCl!UG 3,(), I When p!t\1\!ing opermion.-; 1.irc complete ar\d shruh area.i.: !i:ivc been raked and dressed. mulch all .-,hn:b arcas wil11 a T' layer nf r,;hrcddC'd fir bark (Wr\!k.on I3.:trk or <1prirovccl equal). 1.10. l The Contractor sh<.lll ca,d";il!y a~d continuously protc..:t. ,1:l areas included in the contrnCI, 1nclud11'.·g bwn areas, pbn: matctial. supj'x)rl'i, etc. \1111il final l.Kccptance by the Ow,1c:r. Rc:p1.1ir ai1d/or rcpl<Ke any di.lningcd areas :11 no addition~\] co,;;t 10 the Owner, 1.10.2 After ;1tanting opcrnLior.s me completed, tile Contr:Jt.:lor shall remove all t~ash 1 excess soil, empLy pl;rn\ con\~\im::rs, mH\ ntb~r \ll'l'.timulaU:.'l\ debris from Lb~ s\\c. Lcnvc the site in a clean, wa.r.;hcd cond:tion, removing ,ii! unused ma1crial, trr1~h. and tool.-;. INSPl'(TO>CS 1.1 l .1 TI1c Conitactor s!1al 1 give 4 X hour:: notice and set appointments r·or the review of tile follnwlni; opcr<.\tion:, hy the Lrn1dsc;1pc Architec1: ~ c.1-r-< OP CA@'.L.$1¾.D I N':!>PEC-'l0!2. Fi11i.,;h gr;iding Rcvi<:w of pbnt rn~Hcrial af'tc:r delivery to the site. Tr-~c and '.':ln1b plncerncnt ;)rior 10 digging holes (;round cover line:; and hcrnk:rho:inl placement Prc.-:)lJi:H._'.nan:...:c period walk-thru Post niaintc-:11,!n(,:~: / Finni Acccpl1nce walk-1hru 3.11.2 In the event the Cont..ractnr rc(gies1.r:; i!l.spection of t11e work, und ::mid work is substantially in<:ornrlctc. {fie ConttacLor sh11ll be responsible for Lile Land~carx; Architect's hourly charges and pet diem. COMPLETION AND WAI K-Tf!R).! 3.12.1 At 1h1-completio1\ of all work as outlinC'-<1 on tl"iese plans, llie Landsc::ipe Comra,;::tor !;hall conrnct 1hc Lar.ds:cape Archi1cct and sc:icdule a teview Olsr:id work ("wulk•thru") 10 dc1crml11c that a!J ;i~rc-.cts of work are crnnpktc. 'Nork must he fully completed acr;ording lo all clrawirigs and .'ipcci!"icmions. am! r1111!ll be accepted by the Owner in wriling prior to commencement of the maimcn;\f:c.c p,:riod. 111 3.14 MAINTl'l\"Ai"!CJlAND ACCEPTANCE 3.13.1 Tiic Contractor shall contim.ious:ly maimain all i'.lreas inc hided in the contract during !he progress of the work, \brou}:h lhc establishment period, .:ind \ln\ ii rina! acceptance of the work. l. n.2 The Contr.ictor shall mair1tnin all plantings for a period of sixty (60) c:::nlcnd.ur d:1ys after approvnl or cornplction !md notif"ie:1tio11 In wril..i ng nf tJ1c: st;_irt of t.he m:\intcn,mce period. The mriin;cn;inee period sbl! in.;:1:.idc 1hc following scope of work: I. Daily watcri'."lg of,.1ll plant m.a1cri;:d_ 3. Replace.mc,n of nny demi, dying, or damaged trees, shn1bs, or ground covers. 4, Re-seeding or rc~sod1!ing of dead or damoged tu~f .area.) ai ten day intervals. 5. Proper adjustment and 1m1iri1cnancc of the irrigation syst.cm. 6. f-'il!i'."lg, recompac[ion, and rcplnnting of afly er0<lcd nr sctLlcd areas. 7. We.ckly rcmnvnl of till trash. litter, clipf)irigs nnd roreigr. t!cbns. 8. Mowing of !awns on a weekly h::isis, 9. Rcnmv,11 by shovel cutting of h\v-,n within I foot of Lhe base of trecg; or ~hrub.s located ln lawn arca.s;. 10. Disease, insect and rodent prevention and co;llr()J m,:;.u:,.tires. 11, At 30-(1~ys aflcr c.:ompletion of planting, arply ammonium phosphate at the row of 5 lbs. per l ,OOC sqmtr..::. re~:1 IQ :.111 planting areas. 12. A'. ()()"(by.s <1f(cr cornple~ion of pla'lling, ;1rply 16-6-8 fertilizer at [he rmc of 6 lbs. rx--r l,OC() .s;quarc feel ID all plnming areas. 1.13.1 Any (!ay the Contr:1ctor foils to adcqm1te!y wate1, n::phic;.c unsuit1.1ble plants, weed, or 01hcr work of 1hc rnainwrwnce perind will not be credi1cd towitrds the completion of the penod, Plunt.s i1nd lawns whicl) decline due t.o l~1ck of Conlractor tn:1 intcnsmcc shtill be replaced by Lile Contractor at his exre,i.-::c .. 3.13.4 Prior 10 the end of Ule mninten,mcc period, again contnct the l,.~1nd.scape Architect to schedule J fir.al review ("wJlk-l11ru"). The Owner mus.t accept all rnaintaincd areJs in writing LO ra1ify the cn~1 of the :nainttnancc period. 3.13.5 If. durir1g 1.1c mt1intenance period, on $ll¢ ohs~rv1.11iol'ls by the Lnndscripe Architect or Owner d(!t.crm,nc th<H proper rr1uirnenanc;c procedures arc no[ being followed, lhc Contractor will he noli ficd in wrlling. Correctlons shill be mllc!e wil.hin two working days of notifka1inn, c,r lhe Ow,:cr may elec( to extent the ma.i,ncna.ncc pc-riod beyond 60 days, such exi~:nsion being e-,qua! to tt1c tlrI1our1t Of time rcquire.d !O correct the m;,iintcnance practices. PROTECTION 3.14. l Th~~ Contractor is responsible f(n prol~ct\ng the work covered by this sectio!1 from va!'\datism and accidentJ.I d;tmngc, A'ly damage shall be prompt:y repaired by the Contractor ;:ii no .;idditional cost to th~ owner. J_l4,2 The Contractor is rcspon$iblc for protecting the work covered by this senion from damage c.au.sed by frost or torrential rain:<.. Any darnJge shall be promptly ~cp,1ircd by lhe Cont.nlCWr a~ no addition.ii CO$l lD 1.hc owner. GUt,R ANTEE 3.15. l All sl\r'uhs, ground covers, lawn areas and 5 gallon size trC'.es or less shall be guar,rntecd as to growL.11 :md health for ,1 period of sixty (6()) d::iys ::ifu;r rinal <Kcepl"lnce by the. owner. 15 g~1llon ancl .all lxJx sin~d trr:c.~ and larger shall he guarantc.:cd for a period of one year after final acccptllnce by th-::: owr1er. 3.15.2 Plants which die or loo.se more th.o.n l11irty pcrc~~nt (30!fo) of 1heir Jc:;af or bni.nch!ng str-JC[ure shall be rc.pbced undt.r !hi!i: section. 3.15.3 Tt1c Cnn1.r;1c1or, within fourtc(:n (14) d.-ys ofwriuen notific:H.ion by the owner', sll:111 rem()vc and rcp\;:\cc :di guarnmccd planL~ which for an:, reason fail L() me.ct \he requirements ()f t.h~ guaran\ee. All plant malC.r'itlls rc.pbccd shall be gmirJmccd for Lhc 1)r:gin<1l pcriocl, lJcginning wilh the date of rcpl.accmc:n1. ~ECTlON 02945 -HYDROSFFDTNG. PART! -GENERAL 1.2 OlL!,l.lTY AS SURA '!CE ! I. I Ptotec:-t ::ill cxi!sting utilities and fe.utures on and ;idjacent to the project site during consituction. 1,1.2 I.I.:\ Comrnctnr :;hall rc:pa:r, at his own expense, .all d.<imtigc rcso!Ling from his operations or negligence. Ohta in the pertinent engineering and or architectural plans before commencing work. Noiify the L1nCscarc Arc::hitttr prior to commencing work, 1.md be resporn:iMe for cnordinoting work with the ow,:er, Land:,;c,ipc Architect, and other ConstrL!Ction lr'J.des. 1.1.4 Prior to hydroseeding, '.h~ irrig;nion system shall t!c fully opera:ional and all p:anting arc.is shall he 1horoug'lly moisLcncd to 2 <'.cpth of 2~ inche~. sun ~fflTALS : .2.1 Af"lc:r the comr,lction of rriugh grading, submit a soi! anc1lysis rcpcrt from an au[horized soil tc.sting age.n~)· 10 tJ1c Lan(h(:~1pc Architect prior to cornmrnccmcnt of work. Soil amendments lts.tc:.d on tJ\c dn:iwings ar(~ 5ubjcct to ch~ngt p..;r this soil .a1~1lysis. 1.2.2 If a p:an1 (~ccd) in the hydros.ecd mi., is founc! not to be s1:it..1hlc rir av;1il;.iblc, the Contractor sh~111 nolify ttie La~dscapc Arehitect in writ!ng prior to bidding. The Landsc.ipe Architect wil! select .1 suiwhlc siltcrnate and/or ir.form Contractors of U1c ::vaibhi'.ity of 1hc seed. PART 2 • PROD!ICJ:S. 2, 1 HydroscqJ n1..izturc::; tir,t1 rfm~s nf ;rnoJkJ:u.i.llil 2.1.1 A~ noted on the plans. 2.1.2 Hydro:<:('..c..~ding su:.pcnsi()n or .slurry compo:>ition: l) Seed mixt11r(~ at rcquire.d tate per acre 2) 200')1:t Con wed mulc:hing fiber per acre ?,) 80# / Acre Term tau lfl, soi I sta!Jilam 4) 3(l0il / Acre 16·6•8 krtilinr PART, -E:<;FCUT!ON 3.1 EO\JIPMFl\"T 1.2 3.3 3.4 :u 3, l. I Hydr~ulic equipment 11.)cd for the Jpp~icatic)n of ihc fcrtili:rcr. seed illi(t slurry of prcparc-.d wood pulp stlul! he of the "surer !1ydro.'.et.(!::r'' type as appr'oved by the l_a~(!.srnpc Architect. This eqmpmcnt shall have. J b:iilt-1n Hg1t~1tion system and opcrniing c:\pacity sulT1c1crH 10 agiWW. suspend, :m(l homogcne()wdy mix a slurry con1.;1ining not !ess tha!l 4# of fibre rnul::h plus ,1 com~1in<:d tot.al of 714 fert:!i1.cr s:clids fof {'.ach JOO g:1llorn; of wmer. 3.1.2 The sluny cl!strihn1.ion I incs shall be !;]J'ge enough to prevent stopr:.:ige an(! shall OC equipped wilh a set nl' hydr;wlic .spray no"Li:lC$ whid1 will provide J. continunu.'> non tluctuating di"schargc. Th~ ~!urry t.1nk shall h2.vc a min!mum C.1'p~K.ity of ViOO gt\Hnns and shall he: illO\rntcd on zi traveling 1Jll1[, either sclf-rrop::lle.d or dr,1wr1 by ;1 separate unit, which wi!! ph!ce the sh.:rry umk 5pra:, nou.lcs within .sufficient proximity to the ;:m~n,r,; to be seeded_ PREPARAIL@! 3.2.1 11:c slurry prep,iration shall take place 3.l t11c -;i1c of work ~nd sht1I! begin by adding water to the tank when 11:c engine is at r.alf thn~n'.e. When 1hc water level trns reached t}l(_.:: heigh!. of the agitJtor :-:haft. f;ood rccircubting shil!I be c:--;t.ablishcd and. :i.t this t:nie. the Kcd !5hall be added. f-crtili1:ers shall H:cn be added. fo:Iowc:.d hy wood pulri n1ulch. 1.2.2 M~1lch shall only be. added lo the mixture aftct the $CC:d ~ind when Lhc t.ank is at least one third(!/]) filled ~v 1 !h w~lter. 3.2.3 11,c engine 1hrottlc shalt Ix-opened to full )peed '>.:hen the tank is half fil!ed with w<itcr. Al! the v-,ood pulp mule:-! sh;:\11 be aJded by the time t}:c t.ink.: is two 1h'.nh (2/3) to Lhrcc founhs(J/4) full. Spraying :,;hall commence :mmedi:11dy when the tank is full. Ai'PLICATION 3.3.1 ;lie operator sh:lll srray the turf area with 1..1 unifr1rm, visihle co.it by usir.g the gre.t.n cok,r of t!ic wood pulp :.is a guid-::;_ The .d11rry i;h.:1!! be ;1pplie:d in :.i :,;wee.ping motion, in ;in ;1rchc(t Sl.r'e~mi so as rn fall lrkc rain, al!owi11g t11c wood fihers to kiil(1 on l'~lCh o:he:r m1t.il :.i good co;_il ia.: :idii(."vccl, ancl the m,1tc:ri11l is .spread al the required rnl.t: per acre. RESFFDIGG..AND MAINTENAN[F; 3.4.1 All hare spmr,; sh:il! be re~ee.:1ed wit11i11 thirty (.10) ,bys of (he initial sced:ng to tlle s.:.11i~focticm of ttic. L111(lsc:1pc An,:hitcct. 3.4.2 M3inu:1i11 ;,\ll 7ydm~ccdcd are2.s for a period of si,"t!y (Nl) c<1knd;1r days after ::ippr()vrd nf completion. The mw.inlcn.ani;::c period shill I Include th..:. i'nllmving scope of work: l) Di.:.ily w:l.tCl'111g uf;1ll .sccdcd afe<.\S. ?.) Removal nf all weeds from seeded ::u-e-.::is. 3) !\!!owing of !awns 10 I l(l" il'I hl'.igtH \.vit11 sharp and :idju-;rnblc mowers. before ttic _grass occcd~ 2" in height 4) Removal by shovel c1.1ttir1g of bwn within l' of [~C bJ.se of trt.c:,; nr shrubs located in ].awn ar(~lS, 5) Rc-5ccding of dend M damngcd areas every ten days. 6) Propel acljt.::.trr1c.11t ,md maintcntrnce of tilG irrig:,tion system, 7) !~i!!1ng. recorr1paclion, <ind replanting OI' miy em<'.<:d or settled areas. 8) Weekly removal of all trash, l1ttcr, clipping :md foreign debris. 9) Al JO-days after completion of planting, apply :1mmonium phosphate at [he rJLC of 5 lbs. per 1,000 ~qtwrc feet lo all p!an1i11g area.,;. l 0) At f>()-duys ;1f\cr completion of pl.a:1ling, arply 16-6-8 fat.ifo:er .at Llic nltc of 6 lbs. per l,()(X) .sq~mrc feet to ,:i:1 plnrt!ir1g-;trc1.1s, 3.4 .. l Any (fay tJw Contractor foils to adcowHcly w111cr, reseed bare areas, or other work of 1hc rr~:iintcnance pcriol'. will m>L he (:rcditcd toward~ the cornplc!ion of t~c pcl'iod. Plant:. !Ind bwns which <lcc!inc clue 10 !;1ck o:·ccnm\clOr mJi11tc1ia11cc shall be rcp:acecl by tlie Cnntrnc1or m his ex.pen$e,_ 3.4.4 Prior to t'."ie end of tlie maintenance period. ,u;ain co111,1c1 !he Lmdscapc Architect ro sc:hcduk. a final review ("wJ.lk-thrn"), The Owner mus-[~ accept ,i.11 m;1int.:1incd areas in wri1i11g 10 rntify t.hc end of 1hc mainte.nanee ~rind. PROTHT!!JH 3.5. l The CnnLraclor is responsible for pmtccting the wrirk C()YCrcd hy this .section from vandal (sm and accident.a! damage. Any damJg,:-. shall be promptly repairc(l by :.he Contractor at no udd1ti0Ml cost to l11e o·..vner, 3.5.2 TI1e C<.mtrac1or is responsil)IC: for p~otec-ting 1.J1c work <:ovcrcd by this section from d:irrrnge c.aus.ec! by frost or torrcrni~il rain). Any ct1m;1gc shall be prompt!y repaired hy l11e Contrnctor ai r10 addnional co:,;t Ln Lhe owner. GJJA_?ANTEF 3.6.1 All lawn areas shall he gti;Jrant.ccd ns to growth and healt11 fnr a period or six1y (60) days arter finc1l acccf)tWKC by Lhe owner. REV. 7-26-94 "AS BUil T" RCE EXP. DATE APPROVED BY: REYIEWE:O BY: 92-079 NOWEU. • lllOMl'SON ASL.A & ASSOCIATES Landsc~rc Architecture LanJ Planning 9444 llolhoo Avenue Suilc 100 S:in ::JicGo. CA 92123 (415) 968-ssn (619) 571•7855 ENGINEERING PLAN CHECKER DATE INSPECTOR DATE t---+-----r-------------+----+---+---f----i ~ CITXAN~1~G o~4~~N~AD ~ ~=;'===~~=::;=::::::::::=====:'...::::::::~ PRIVATE (ONSITE) RECLAIMED WATER i DATE INITIAL DATE !NITlAL DATE INITIAL EN Cl N CTR Of \\'ClllK REV1SION DESCRIPTION OTHER APPROVAL CITY APPROVAL SYSTEM FOR: PLANTING SPECIFICATIONS FOR: ST. ELIZJ'\.~TH SETi,J/fC,A THO UC CHURCH fi ASS!STAt-'.'.f-PLANN!NG DIRECTOR DWN BY: I PROJECT NO_ CHKD BY: __ ~ RV\10 BY: CUP 139(A) C.M_W.D JOB NO. 94-C. 419 DRAWING NO. 337-6L