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DWG 332-7L; SDP 89-14; ABC Daycare & Preschool; 01-08
1411402 GENERAL NOTES RECLAIMED WATER NOTES I. ALI_ WORK ~HAl,L BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S CARLS8AD l,E~LAMATION RULES f.l REGULATIONS F'OR CONSTRUCTION OF RECLAIMED WATER MAINS' DATED JUNE, 1991. 2. 3. 4. 5. 6. 7. * 6. 9 10. 11. 12. 13. 14. 15. 16. 11 18. 20. 21. *23. 24. • ALL PUBLIC FACILrTIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS. AND SAND PLAYGROUND AREAS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. DIRECT SPRAY AWAY FROM THESE AREAS TYPICAL NO PONDING, RIJN·OU' Ok OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WIU_ BE ALLOWED WITHOUT PRIOR APPROVAL OF TH£ CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE: WARNING TAPE PER CARLSBAD MUNICIPAL WATER n1sTRICT's RULES AND REGULATIONS. TJ.1E IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM TO PERMIT MAXIMUM DRYING OF THE, PLAY FIELD AROUND THE DAYCARE CENTER. PROVIDE AMINIMUM OF AT '-EAST 18 INCHES OF CCNER OVER ALL WIRING AND PIF11~G. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHE1HER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION, THROJGH IRRIGATIJrl LlR OTHER APPROVED USE. LACK OF PROTECTION, WHETliER BY DESIGN, CONSTRUCTION PfiACTiCE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES ;,HALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. MEl"ERS SKALL BE Sil.ED BY THE CITY OF CARLSBAD MJNICIPAL WATER DISTRIC1. ALL IRRIGATION ~PE SHALL BE STENCILED, COLOR-COOED (PURPLE) AND LAID WITH WARNlNG iAPE PER THE CITY OF CARLSBAD IYIUNICIPAL WATER DISTRICT"S RULES AND REGUL.ATIONS. ALL POTABL.E WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLEU WITH TKE STENCILING ORIENTED TuWARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LJNE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITKIN A PR01EC TIVE SLEEVE. lHE SLEEVE SHAL.L EXTEND IO FE£i FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE wNE, FOR A TOTAL OF· 20 FEET. A 10 rOOT KORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE: THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. DEVELOPE:R/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL. WATER DISTRICT ENGl,~EER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECc.AIMEC WATE~. QUICK COIJPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOL.LOWING: A QUICK-COUPLING VALVES SHALL BE I INCH NOMINAL SIZE NELSON #/645, WITH BRASS CONSTRUCTION AND A NO~MAi.. WORKING PRESSURE OF l~OP.S.I. ClR RAINBIRD #44 NP. e. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPEClAL COUPLER KEY WlTH AN ACME THREAD FOR OPENING AND CLOSING THE VAi .VE. C. THE COVER SHALL BE PERMANENTt.Y ATTACHED TO THE QUICK· O}IJPLING VALIIE. IT SHALL BE FURf-LE RUBBER OR VINYL. D. LOCKING COVERS ~ REQUIRED. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIES OF IN SPEC f,ON REPORTS WILL BE FOI-/WARDED TO THE NJN- INSPECTING PARTY. DEVELOPER SHALL SHOW THE l.DCATION Of R.C. SIGNS " 00 NOT DRINK" ON THESE PLANS. ,,,.,p(tf1' AN ON·SITEUSERfSUF€RVISOR SHAL.L BE DESIGNATE[:. IN WRlilN\;.. THlS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROF£RTY, WITH THE BASIC CONCEPTS OF BACKFLOl~/CROSS-CON NEC Tl ON PRLll ECT I LlN, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WAT ER SYSl EM, COPIP.S OF THE DESIGNATION1 WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO TKE SAN DIEGO COuNTY DEPARTMENT Of HEALTK SERVICES AND CARLSBAD MUNIClPl'-L WATER D,STRICT. IN CASE OF £MERGEN<.:'( CONTACT ,iM•11E ,-Of'fc', @ t; ~<,, v:,m;, (FILLI\I) J fNAM~ (TEL.NO.) OR AFTER HOURS CONTACT '· o,>..l,i;-: , eu~s (cll ~'ic.;&,,_,,__-_.1-""1.;;..•~;;.,_ __ (F'.LLIN) (NAME) ( rEi... NO. !TEM::, NO's 8 19/~ 23 SKALL BE REQUIRED .JUST Pf,IJli TO 1KE ACTUAL USE OF RECLAIMED vlATt.R. ITE:M Ncl 22 THE SIGNAGE PLAN SHALL SE A PART OF Ti11S I.P. BUT THE ACTUAL Sl'3NS a TAGS WILL at:: l"STALLcD .JUST PRluF< TO ACTUAL USl:: Of R.C:. WATER. SHOW ALL PUBLIC El PfllVATl: POTAfJLE WATER MAINS ON IM~F..OVC:Ml:NT PLANS. r PURPLE LOGO r WHITE BACKGROUND 36.. f-t" PURPLE LETTERS t---------,-.o,c...,-,----· --N.TS. (SIZE) 12" X 3€" WARNING RECLAIMED WATER DO NOT DRINK REC LAI MED WATER AVISO-AGUA IMPURA NO TOMAR 1 .060 ABS PLASTIC 'JR STiCK· 0 VINYL SIGNS ALS0 .. 016 AWMINGM _,,___ !" PURPLE LETTERS 2" PURPLE LETTERS TYPICAL SIGNS e,;. TOYS SHALL NOT BE LEFT OUT DURING THE PERIOD OF IRRIGATION. PERMANENT PLAYGROUND EQUIPMENT SHALL BE DESIGNED SO AS TO NOT TRAP IRRIGATION WATER. (FUTURE) RECLAIMED WATER SYSTEM (PRIVATE) ABC DAYCARE & PRESCHOOL 2634 EL CAMINO REAL, CARLSBAD, CALIFORMIA 92008 $1GNAGE NOTES THE FOLLOWING GUIDELIIJE~ F0H THE USE OF RECLAIMED WA1ER ARE -10 BE PERMANEN f c.Y POSTED INSIDE THE DOO~ OF EACH CONTROLLER WKER£ THEY ARE EASILY VISIBLE. PL.ACE ON cl-'/Z.'X I 1' SIZED SIGN. COLOR: PURPL.E 8ACKGROUNcl Wl:H BLACK LE:TTERING. l GI l)DE' INES FQR RFC) AIMED WATER 11sE I. llsRIGATE BETWEEN TKE i'\OU!sS OF' 10,ooP.M. AND 5,00 A.M. ONLY. WATERING OUTSIDE THIS TIM!=: FRAME MUST BE OONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNELON·SITE. ND SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NO.~MAL. SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN·OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NO, EXCEED THE INFILTRATION RATE OF THE SOIL.. TIMERS MUST BE ADJUSTED SO AS ro BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFF\CIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYINCi THE REPEAT FUNCTION TO BREAK UP THE: TOTAL !RRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ~-ADJUST SPRAY HEADS TO f:LIMINATE OVERS PRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POO~ DECKS, PRIVATE PATIOS AND LOTS, AND STRl:ETS AN[) SIDEWALKS, -l. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES.., ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPAMENT. 5. 6. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF ,HE PRESENCE OF RECL.AIMED WATER. PERSONNEL MUS, BE INFORMED THAT RC.WATER IS MEA,'/T FOR ~I. PURPOSES ONLY AND IS NOT APPROVED FOR DRIIJ~ING FUiPOSES, HANO, TOOL, WASHING, ETC GIVEN THE HIGH TURNOVER RATE OF EMP~YEES IN THE LANDSCAPl~G INDUSTRY, IT IS IMPCJRTANT THIS INFOR· MAT'.ON BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU~ THE LANDSCAPE CONTRACTOR Wf-'0 IS RESPON~li;lLE FOR EDUe,ATING EACH AND EVERY ONE OF YOUR EMPLOYC:ES. . OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGE:S AND MODIFICATIONS TO ANY PRIVATE: ON SITE FACILITIES. SUCH Cr\ANGES MUST BE SUBMlfTEO TO AND APPROVE[) BY, THE: TEMPQRAFW PO C OF IRRIGATION WATER METER TO POT/\BlEc WATER SYSTEM FUTURE PO C OF IRRIG WATER METER TO RECLAIMED WATER SYSTEM WHEN RECLAIMED W/\TER SERVICE IS PROVIDED TO THE SITE LEGEND --uJ --EXISTING POTABLE WATER SYSTEM 0 EXISTING POTABLE WATER GATE VALVE -/ZN-EXISTING RECLAIMED WATER SYSTEM • EXISTING RECLAIMED WATER GATE VALVE ----PROPOSED RECLAIMED WATER IRRIGATION SYSTEM '°'"" PROPOSED RECLAIMED WATER IRRIG. GATE VALVE lE!] PROPOSED RECLAIMED WATER P.O.C.- 0 WATER METER & BACKFLOW PREVENTER AREA OF RECLAIMED WATER USE M EXISTING FIRE HYDRANT i',, PROPOSED R.C. "DO NOT DRINK" SIGN LOCATION /_.,. ?ROJECT // SITE .,. .,. . . . . . . . . . ~YM i,,_ LOT3 .. SHEET INDEX: SHEET TITLE TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION PLAN IRRIGATION DETAILS PLANTING SPECIFICATIONS PLANTING PLAN Schmidt Design Group, Inc. 2655 Fourth Avenue San Diego, Calilornia 92103 CAUc2138 {619} 236-1462 ~AX (619) 236•8792 SHEET NUMBY L•1 L• 2 I,.• 3 L· 4 L·S L• 6 L· 7 \.• 8 DISTRICT E:'.NG:NEERING OFFICE AND DESIGNED :N ACCORDANCE WITH DIST'RICT STANDARDS. ~ PROPOSED RECLAIMED WATER IRRIG. REMOTE CONTROL VALVE II. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WlTH IDENT'FICATION TAGS. A. 8. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4'' PURPLE IN COLOR WITH THE WORDS "WARNING' RFC! AIMt;D WAT"R•DO NOT DRINK"IMPRINTED O'l ONE SiDE, AND "l'N'SQ · AGI' I\ JMPURA · NO TQMAR" ON THE OTHER SIDE. IMPRIN~"ING SHALL BE PERMANENT AND B~ACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISC:S OR Af'fROVED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM Dll<ECTLY OR WITH PLASTICTIE·WRAP OR 2. ATTACK TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE·WRAP QB. 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT, )NSPECTION PROCEDURES I. City C0ristrucfion ln5per:tio!'I Shall lncl•1rl<2: A. L.ocotiori of pipf' lines. Fl. Trench deplh. C. Rt~uire~ separct",on (Horiwntcllv onci Vertically). D. Pipe identificolion. I p.o.c:s) Points ol connections. E. Loco1ion and identification of sprinkler heads. F. Worning signs at trie site onci n11 lhe trucks houlina reclaimed waler (if recloin,ed wa1er is used for construction). An upprovol letter regarding the inspeclion or lhe pcojec! shall be obtained trom lhe ,;ity und 1ne district, ond be torworded to 1he county lleoll~ ,1enor1men1 i;rior to final inspec!iOII oppro,,ol. 2. CJistricl Final lnspeclion Sholl Include: 8. A~L ~PRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WArER SPRINKLER HEADS. A. Coverage tesl, □tier cnmplelion of 1hc sprir kier sysfem, to dP~~rmine the adequ □.~:y of cnveroge ,or,, the opprcv_ed use ureo. _ond prntection of □reos 1\01 a~,pro·~1::d fw receiv111g reclaimed woter. B. Wornino signs ond labels. C. Quick coupling valves. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED 't,I.AT~f:. USED fQR IRR\GATION" ,N ENGLISH ANO SPANISK, WITH BLACK LETTERS I HIGH ON A P~RPLE BACKGROUND. THE SIGN SHALL BE PLf,CED SO THAT IT CAN m: READILY SEEN BY ANY OPERATIONS PERS0Nt1EL UTILIZING THC: EOUIP.'\1E,~T. D. All aspects of the irriQ<ltion condi1i011s inc',uding windblown spray, runoff, a~d ponding. E. Required prolection of all reside11!1al areas. i-:. Required prolec:tioo of wel!s 1 strearns 1 reservoirs, eH;. G. Cross• conneuion, 18" WARNING RE.CL.AIMED WAfER :JO NOT lk,l~IK AVIS() -AGUA IMPURA NO TOMAR 1e"x 1e"stzE .016 ALUMINUM,.C60A\JS PLASTIC OR STICr\-ON VINYL SIGNS. 3. Annuol lnspection Sholl Include: ri. complele inspection which should cover port A and port B f G. of the districts rinul inspection. DECLARATION OF RESPONSIBLE CHARGE; I HEREBY DECLARE THAT I .W ™E LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHAAGE OVER TI-iE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 Of TI-iE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESK,l,i IS CONSISTEII/T WITH CURRENT STANOAAOS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLS8AD AND THE SAN DIEGO COUNTY OEPARTMENT OF HEALTH SER\/lCES IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF. WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN SCHMIDT DESIGN GROUP INC. LANDSCAPE ARCHITECTURE ANO PLANNING 2655 FOURTH AVENUE /, -• __ .,:- SAN OIEGO, CA 92103 _.,,,_ ~ ~ ~ Ov; __ (619) 236-1-'62 . /~~ ~ 21:Jl "!>· 2. ·'!!J · .,¥n A Schmidt. UJndscape Architect · Lie"""• No. Date . [; L CJ,,. l'1 I t,1,:, VICINITY MAP DEVELOPERS NAME: AMERICAN ASSETS, INC. ADDRESS: 10140 CAMPUS POINT DRIVE +400 SAN DIEGO, CA 92121 TELEPHONE 619-546~2600 ffi 8/", /~'l t,oc,,INC, 1A<;,·!/,Ui1.-r' ;>,ppe.o R,f.C.LAIMf.P IIIIATEaR M~1Nl)Nf'. ltWO. fWIIPE.O ~y !ot>lVl~Ollt'\f.N"fAL C,'.¢f.. l 1\'ll. L-1 "AS BUILT" <;Cl-jMft>T Df.'!>lul-1 Go\t/lLIP, li'IC., L.Al'IO'::>C.~ff: A~C:.lllTl:lT 5 / 1 ),"'.> --'----- TITLE C'ATE REVIEWED BY: 1.-,. f>lA4'-: INSPECTOR CARLSBAD MUNICIPAL WATER DISTRICT Sneot CITY OF CARLSBAD I 8 1 PLANNING DEPARTMENT I Sh••" PRIVATE (ONSITE) RECLAIMED WATER Revisions must M appro,ed by Public Heolth SYSTEM FOR: £ngineer, C1t1 Engineer El District Engineer DATE PLAN PREPARED: BY: _____ TITLE SHEET ,(,or to im lementalion infield. - C.M.W,D. JOB NO. 93-305 CONSTRUCTION LEGEND CONSTRUCTION NOTES 1. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. DIMENSIONS ARE TO FACES OF, AND PERF'ENDICULAR TO EDGES OF BUILDINGS UNLESS SHOWN OTHERWISE. 2. ALL f'AVING SHALL l'>E COLORED CONCRETE AS NOTED ON PLANS. ALL CONCRETE SHAI.L BC:: MIN. STRENGTH OF 2000 f'I AT 28 DAYS FOR SIDEWALKS. FINISH SHALL. BE MEDIUM BROOM FINISH UNLESS NOTED OTH:':RWISE. 3. FIBER EXPANSION JOINTS SHALL BE AS LOCATED ON PLANS AND WHERE NEW CONCRETE MEETS EXISTING HARD SURFACES. FIBER EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. 4. LAYOUT POINTS OF ALL RADIUS SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATE THE CURVED CONFIGURATION AS SHOWN ON PLANS. 5. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO io·EGINNING WORK. 7. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 8. ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON. SAFE CONSTRUCTION f"RACTICES SHALL fjE BROUGHT TO THE ATTENTION OF OWNER'S REPRESENTATIVE PRIOR TO COMMENCING CONSTRUCTION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN-UP OF THE SITE AND PROVIDING ADEQUATE SAFETY MEASURES FOR SAID SITE DURING DURATION OF THE CONSTRUCTION ON A 24 HOUR BASIS. 10. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AS NECESSARY. 11. ANY CREDITS AND/OR DEBITS SHALL BE REPORTED TO OWNER'S REPRf,SENTATIVE AT TIME Of OCCURRENCE FOR PROPER VERIFICATION AND/OR Af'PROVAL PRIOR TO COMMENCEMENT OF RESULTING ACTION. 12. ALL HARDWARE SUCH AS BOLT, NAILS. HANGERS AND POST CAPS/ ANGLES ETC. SHALL BE HOT DIPPED GALVANIZED. 13. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL APPLICABLE FEES TO CONSTRUCT THE PLANS HEREIN. 14. CONTRACTOR SHALL PROVIDE A 24·HOUR PHONE NUMBER WITH A SUF'ERVISOR AVAIi.ABLE IN CASE OF EMERGENCY. 15. SEE ARCHITECT'S PLANS FOR ALL BU le.DING LAYOUT AND CONSTRUCTION. SXMBOL Cl!I Gr" ©1f:J ~ ©,- ~ 16. C.M.U. RETAINING WALL HEIGHT VARIES FROM A MINIMUM OF 24"TO A MAXIMUM OF 5'-4" IN HEIGHT.. CONTRACTOR SHALL STEP WALL IN REGULAR INCREMENTS TO FACILITATE THE PLACEMENT OF THE WROUGHT IRON FENCING ALONG TOP OF WALL, AND TO ASSURE THE RETENTION OF ADJACENT GRADES. -D- 17. SAFETY ZONES TO BE VERIFIED BY PLAY EQUIPMENT MANUF./DESIGNER. --PD-- 18. ALL DRAINAGE SHALL DRAIN AWAY FROM BUILDINGS, WALLS IIND PROPERTY LINE AT A MINIMLM OF2.% TYPICAL. 19. FINISH SURFACE 1<,,tO+ +f', ,~.7.t• ~¼ ____ __ It. 1~.& l 2'/• 12" MIN. DEPTI-1 SAND~ SURFACE ELEV. 4" BELOW ADJACENT PLAY CURB TYP. CL R F.C. PL MIN, ALN. C) -- ( BOTH SANO PLAY AREAS. 2'/, \ ,,; .j l'/, If; i1.I (,f.. '\I.O If. ..-,o EXIST.CBJI OJNNECT t,EW DRAIN LINE. l C Cf> ' : . •. . ' ·• .. ' . . " ,-t"--fo-- ,.-f'-.ic,@ ("'I• 0 P ---PD----<.,M,.'iC.(!1•r, ~+ ~ --'------ro-_ 2•1, T .-, ,Hl !,, EXIST CB •--- lo t REPLACE GRATE 27, W1 LIO CONNECT NEW DRAIN LINE F', 14 ,41,, t PAYCARE & rRESCHOOL ~UILDING (SEE ARCHITECTURAL l"LANS) L ·• ~ • 1: ~lAOHII, f ~A t,I I I I • . • • MO 'KM.I I I DESCRIPIIQN DETAIL KEEE&RAL SDRSD RETAINING WIILL CONCRETE MASONl<:Y UNIT SEE CONST. NOTE #16. C•1 C•7 C·l>I 5HE:ET . PLAY I\REA SAND 12" DEF'TH MINIMUM. CLEANWASHED MAUUFACTURED #20 SAND PLAY STRUCTURE (TODDLER) PROVIDED BY OWNER INSTALL PER MANUFS. REC'S Cl 5HE:ET 3 6" CONCRETE PLAY AREA CURB. f;I/ SHEET 3 COLORED CONCRETE PAVING: DUST ON LITHOCHROME II/ SHEET 3 COLOR HARDENER BY L.M. SCOFIELD OR APPROVED EQuAL. COLOR l'L-'Jl,t c,,tt(. 'f (ILIGHT BROOM FINISH). CO .. ORED CONCRETE PAVING: DUST ON LITHOCHROME A/ SHEET 3 COLOR HARDENER BY L.M. SCOFIELD OR APPROVED EQUAL. COLOR fL,\11..\ (,It!:)' (LIGHT BROOM FINISH). CONCRETE l"AVING: PLAIN GREY (MEO.· BROOM FINISH). A/ SHEET 3 CONCRETE WIII.K PER ARCHITECTS PLANS PLAY STRUCTURE (PRESCHOOL) PROVIDED BY OWNER INSTALL PER MAN UFS. REC'S 6" THICKENED CONCRETE l"LAY "Ji:EA CURI!!. 5' HIGH WROUGHT IRON FENCE SEE CONST. NOTE #16 4' HIGH WROUGHT IRON FENCE LOCATE AT EDGE OF PAVING AND ON TOP OF CONCRETE MOW CURB, WROUGHT IRON GATE TO MATCH ADJACENT FENCE EXISTING IRRIGATION EQUIPMENT TO REMAIN. PROTECT DURING CONSTRUCTION (SEE IRRIGATION PLAN) REMOVE EXISTING 4' CHAIN LINK FENCE AT PROPERTY LINE ADJACENT TO NEW WROUGHT IRON FENCING. EXISTING CHIIIN LINK FENCE TO REMAIN FROM END OF NEW FENCE TYPICAL. 9" CATCH-BASIN (3) NDS #900 (1) UNIVERSAL PLUG NDS # 201 (7) NDS #916 EXTENSION RISERS (3) NDS #990 9" SQUARE GRATES. AY,',ILABLE FROM NDS (805) 389-6?00. INSTALL PER MANUF'S. REC'S. 4" PVC DRAIN LINE SLOPE 2% MIN, VC:RIFY GRADES PRIOR TO BEGINING WORK C/ SHEET 3 D/ SHEET 3 D/ SHEET 3 a/SHEET 3 D/SHEET 3 4" PERFORATED DRAi'N LINE 5.LOPE 2'1. MIN, VERIFY GRADES Cl SHEET 3 PRIOR TO BEGIN ING WORK CENTER LINE RADIU5, FACf::: Of WALL FACE OF CURB PROPERTY LINE MINIMUM EXPANSION JOINT . ALIGN "" .,,,, - . c:, -. ~ .. ' FW -OJ..._.. --- CONSTRUCTION • " • "' - 1 • , PROPOSED CIJTU"'.E BUII.Dl"G , I -J..-------------------------------· . T-- vi u. FC ·+-+-------- " - C .. • .. " ., ·-0 -0.. ,_, ·~ .... ,., r·~!r_i,,,, r:'.,,/.' ··c.,,? j' !) . t -~ . .:!, "f) !,=,.,/ ,:.~.\,,.,/ ,..,_,,., I ' GRO-=i Schmidt Design Grou~, Inc. 2655 Fourth Avenue : San Die~o. CalilomiR 9~1D:l CA Uc 2138 (619)2361462 ' ~AX (619) 236•8792 . g ' I \ a I ' ( ~ . /, / ./ . ""! ,.,, rt-.,..... ;.-. . . "'>·, ·~ ,i/~1/r:tz.e,' 1 '--.....,. ..... -... , .... _,, ..•. ,~ ·-· . . . ",o DIIYCARE & PRESCHOOL BUILDING (SEE ,\RCHITECTURIIL PLANS) PARKING tl. FW PARKING / -.. 0 EXISTING B,',NK BUILDING 20 SCALE: 1" = 20'-0" 40 l\F>PRO VElJ F'() R PLANTING AND Ilt RIC; A.TIO N () NLY, TNCLUDINC; PF~ECISE LOC/\.'l'TON OF F>Li\N'TTNG 1\ Rti:AS. z < -l c.... " ., z -I-0 -I-., <..) ., .c, :::J en ll.:'. I- IS) z 0 <..) Ucens" S amp: Sherrt Nu t>er: L-2 1'?,S BUILT'' kl-'Vl[\,,'f:D RY, JN\l"[CTDR DA lT CONSTRUCTION PLAN ABC DAYCARE & PRESCHOOL i --··'""''' ,.,_ __ __ ·---•--==--====----I--~_,__ ____ :-_---• ---1 ~-: -~~ . . 9~tY OA l'i: INlllAL fNGlt-ffTR OF WORK rn~~:~:y, ~~~Jcc·;i~~)~-. ] 8;;;~~~~,jo] f,EVISION OESCRIPTION DA fl INITIAL DA.TE 'NlnAI. CI HER APP~il \1 Ill Cl TY APPROVAL C.M.W.D. JOB NO. 93-30$ '15 I ' .. -5 '15 iij C .,, .. ;;; C CONCRETE PAVING 520-C·25QO OU'>T ON l'..<no, (':>::.!". FL~N) +------------.. EXPANSION JOINTS & SCORE LINES SEE SM.J DIEGO REG. STD. DWNG. G--10 r---------6X6 10 GA W.W.M. +------.u2 RAD. TOOLED EDGE (TYPICAL) rt" IN LAWN AREAS. 2" IN MULCH AREAS r.=.#::z=-=::J:=:=-.,;:::j::.=:::~~;:::-::._,;:::Ti:i, ~ ,.._ ___ ,. FINISH GRADE CONCRETE PAVING NO SCALE A CONCRETE PAVING NO SCALE f--1.s:rr:E. l D.::.1"'-l~p J.W-~~ ~ <;111=<1'-!-l z)-PAIHT AI-L--ST"'"~ I .::;c.,..,-~ :? ,::o...,_T~ J2~9°0LEJJ.l-1 ."e,l_ll,(..k I½!' ,;q sn£.(_ 7Ua ~1"5.., ~\..J<'.:! flNISHJ::D r,, rA 1) E. ,...,. Q 7:. "-l .... .Ue ,, \Ll _,. -0 tn•' ~~ ,0 L >.,n 3 I-,/ :r" ~i..\ ..£IQ Ul \U-' ,\' :I'~ '-• I-+-+-"--E.. ,-1"1'FE.. ""E,J..P- ,:;. LO-S: ¼ l,ATG-l I 1-k .. J.,x_ "-@ 4 z.' 1 .. j"[ D WROUGHT IRON FENCE NO SCALE "CINCH-TIE" MANUF. BY~ V.I.T. COMPANY,INC. ATTACH PERMANUF SPECIFICATIONS AND SECUi:IE WITH FURRING NAIL AT STAKE. FINISHED GRAD ROUGHEN SIDES-+' P.J,\LL WIPTH AND BOTTOM ' ; i ; . E TREE PLANTING <J PREVAILING WIND 2" DIA. X 8' LONG LODGEPOLE STAKES NOTE: USE 1'#0 STAKES FOR TREES 24" AND LARGER ....,.___ ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. WATER BASIN 11 ETII Eml PLANTING BACKFILL MIX (PER SPEC'S.) PLANTING TABLETS PER SPEC'S.) '-...__ SOIL BALL Rl:STING ON FIRM SOIL TO AVOID SETTLING. NO SCALE W). f-E:Nl-E. 0E.E VTL. 1) /LC ·2, ~ ~~t.J-s.£..~ .::..::,:;:..-'$a.~ : I -r,..A.y -_::.& I le 'f' I L.-T t [,! ~A I? R le. mcnar TYPICAL SECTION ov1'r 5' , 4'' NOTES ~ddil1onal llOl!i and d~tai!!;. 2. fill i,,tl blr;i(k Cflli lt'Jilh ~rou1, B I I T :,:: 11 ~~ I I """" .. ,. ' . ·r ~-7 L '.'-I . •t' -"1 ' ·-" ¾- G" PLAY AREA CURB PLAN H .. 8'-0" H•5',4" H•::l'-11" I I I -, I 11 I 11 I I I I ,L I I I d-I ' I I I I:; :q __ , r I 32"----' -· I I I .,-,--· ·~ _j 15" I I / I , /'i"- f ._! l I -3,, cir--' I ... I .._1_,_ '' -10" I L ~ I I f· ' . I-" ..:.16'' 16" f;,~, lUJ I I .. fr nrr~ 11" I 4@ 12" .ltii HorilClot1I rtiril, n,;,f ,h1;1 ELEVATION tlJMENSlONS ANO REINFORCING H (me:.:) 3'. 8" 5' -4" T (rninl O' -8" O'. HI" W (r,i11) 2' • 4·• 3' -i" © b,,i 14@32" I • , 32" .. © tml --I 4 @ ~:r © ~ar, ---- , .. (0 ba1r1 # 4 total 4 14 f<ml 5 ·-·· mo ,oil press. ( psi) saa 600 <P NO SCALE STEEL e• -O" 1'-IJ" 5'. 4" I 4 (JI 32" .. " ·-I 4 1§1 32" I E (Jl 16" (14101&16 800 A1~1s1011 av Apl)ro~td O~tt T1!1~ " m.,,,._. 5~ SAN DIEGO REOIONAL STANDARD. DRAWING ~fr(l .. llf~OIO B• IH! \&~ OIEUIJ ~ft.10~.I.L ITA~D.l.~□5 :Oololl"TE! MASONRY RETAINING WALL TYPE 1 [LEVEL BACKFILL) mr ... /Y;:-,,._.~, ./J;.c: 11,, t-;;;;;;,;;., •. R 1. 1 •no, ~ DRAWING C 1 ,,IJMSEA • DESIGN CONDITIONS: w11!t art rn b-1 uu~ for tht lo1aing eondifiont showi,,n tor each tyD~ wall. Ce1i~r, H 1halt rJot h1 oc!td1d. Foo!rr·g ~•v 1s r•q~1r1d l)(C!pl is sMwr'I O!htrw,ul or wli1ri trrnnd unnecnsnry by tht fniinur. 5p~c,~I fQQtir"'Q dti,gn ,1 ,~~11,rtd whtrt lou11d1t1on ITllltri&I 1~ unupabl1 1J! rnpporting 101 pramir• lined in ·,.~I~ i:JE.SIGN DATA: Fe " 1200 pu F'c .3000 11si F1 = 10,00CI 11,i " IO F'm " 600 p1i Fm • 200 psi Fs • 2□.::mo psi n • 50 Earth • 1io pcf 1n~ Eqyiv•l,nt Fluid Prr,,iu,, • l6 pll f]U foot of hti,/11. Walll ,hown for 1½:I unlim11tid slop111g 1tir,h1r~• ar• dHijjntd in &1:cord1net wi!h Rrnkl·nt's !arm1Jla 1o, u11lim11!11'.J dopirig iurt~~rg~ w11h a ~ .. 3J' 42'. REINFORCEMENT: lnt1:rm~di11te ~,~dt, h~fd gr~d~, or reil mtl dtforrnaiion :1h1II rontnrm !O ASTM A615, A616, A617. 81(1 111111 1:ip 40 ctiam~tm. rvh~rP. 1plic~~. vnl,vi othtrwii111 1how11 on 1h111 ol~ns. B~nd1 1hall c1rn!orm 1n rh, Man(J91 of Srancerd Pr~eiic~, A.C.I. 8a~kinq for hooks i~ four d;amtt~1~. All tw erri::ie-dmt,m ~rt clur (I rn1ncu !•J oumd1 ol bar Spacing lor parallel bars i1 crn:rr to ~entH nf llMl, MASONRY: All re1nforcrd m&'IOnry rltBining wall, 5hall bi cl'.ln11ructad of r~!ar or light ""'"91'1t n111dard unin conforming t□ the ''Si,r'l<Jlrd Spec,f,cat1M~ f(lr Publt~ Worki C(lnUr1JtliO!'!.'' JOl~TS: V1rtic1! conirot joinll. ~tll bt pl1ctd IC 32 foot intrrvti1 mlll:,m~m. J~intJ shill bt d!!!ir:r,td 1~ l"i$1tt fflor and Mh•f t!11111! j(ln:;sj; whilt l)trm,tting bn~i';\Jdli monm1n1, v,n•~-B)IQJn;iO~ JCl!Rtl Sh~I bl placid .t SE lO□I 1r"IU/• ~111 mu,mum. CONCRETE. Foolin~ cc1m~1e ~hall h, SS0-C-3250, u1ing 8 awr!gatt when Pitc,~g con~i1,on1 p~rmit. BACKFILL; No batkfiU cnat@fi~I !halt b1 1)1.ctd ~•inst masanry rt1t1ining wal!1 urilil grout h,111 ruchtd 0'1i~n m1ng1h or un1i1 ~rout hu curtrl for a minimuri of 2B day1. Comp1c11on of bect-;l,11 ,.,,~1~1ia1 by jetting or ponding l'lilh w111r will. not ri, 1wmit11d . f:ach lay,t o! b~i:H,11 1heJI llt ~o,~i~'l!l!d 1$ dtrect!d by !hill E,i~.ir"'Hr ~rct thoro"ghly umped, rolled or 01tierw,w cornpecter;! until the relati11e compaclt□n 11 nOI 1Hi l"iillrl 90%. F"ENCINCJ: Safety t,ncirt9 :11'1•11 tie inmlled I! !ht rnp of [ht 'l'VGII n rtQIJir~d by Iha a;,ncy. Aevi1ion ,, ApproHd 0111 SAN O I EGO REG IOIIIAL Ne·w Ou. " ·~.E'o. ,_.,, Oft! 1'1!.B, Nom . ' PJ-/. ,. r,~ GENERAL NOTES RETAINING .---------11'-4 ';2,E:'B,b,-.-,;;a. z..-4 11 0. ,;;:.., TIE-"T2? +l~.?.C>tl'T,l,..,l-'Ft~,:: r-----~oP<-t-~~ Hc:-,:.lzo,-rr,t,..L ~ 0-\.-Ej,',o 1-/>-'f'" "';:cf"'L I ~ tz-" t-11 t-J . ' (2') TOP -t !'>/71T0f4. (~DfVP-E1E. fAVI Nfr .+-~~~---+ (':if.E 01·1.--. A/;.,(,-2.) -r ;_ "" :z:. J "' I• -.,,. "«=L-' .., . "' = ,:ti ' . . . (2.11 l-'111-l ~ c--F 'lli../>-,1.(p._ U-.::E CJ -FA f,i, kl ~a;,' IT 11,4.)i..J~"e.t..P ~ 20 '$.AND. J I I ~ !NG TALI~ H I AA ':,C.-,l, f'E: f I LT!;. 12-. FAe> f:-1 C.. ' I 7 _f. ·.. A1 At.-L. f'.,l\fl0/'-:>01L INTf':.PfAr~r;,<;, f'E P- --HA~IJF'':, f'.1:-C..0!'1. TYf'. ~ • :,.0 . . t •,.-• I _ ___,_'< . ·---t'-f-,\,.-,~"-----~----....,_,,,_ . . 40 ¾ 1---1rt-l = Y)PAG--7'E.P s WB C:'lf':-.._ ~ 'E... 4" rer·r-otJ•,ilcO t>P.AI N PIPE -~-1- •')L'!'.r.o LJN'D 'v-1( "?/4" l-1".l.!0 Hf:D ,'\r,c~ret,,A"fE ~ Mll"A-',f./,,fi,-F--ILTE.f. r'Af'f-lG, <--Ct<l-11':C'f -ro <1IT!': V "-A I Hi\l;,e · ·'':> !: e. fJ-->cN - C I NSPl;CTI QNS Call /or in:1petti11ns II toltaws: A. When thn foaring hh he~ri tormf(!, with ih, IIHI ti,rj .1~c1,r!ly 1n tin~I oo~ition. and it r!ad'I lot 1h@ concrete ro h1 p·~cto. c. 0 (1) ~!W rhe b!Dr.ks ha11t bHI'! /aid up 10 .• htighl .oi 4', or lull h!1qh1 tar w~ll1 u-tl 10 S'. 1<11th 1101 1n pl.N:11 bul bef!lr11 lhf ~r~ut i1 pavre(:I, tnd , , • , , (2) Alf!r th! !int lil1 i$ prDperty ~rouud, t"i~ b-lotkl h~\18 bean l~1d up ta the tor of !hP wall wilh 1he i!eP.1 tiP.ct JP.r,t1rQ!V in ol~ce ti11! b@fore 1,'"1111 upper lifl iJ ~rou1eil, Wh,ra cln,,om holH ar, provid•d: A Im !he ~lock1 have h~tn IJii;j i,p 10 (11e !GI) of !ht wait, with th1 s1ul tied 1~ctrr1l11 in pl&et, b1Jt b1far, grot11ing. Af!er gro~ting 1$ r,ompl~t, !n[l ~lter iotk or r~\lblt w~/1 dra,ns are in J)l~t hi.JI blfort tarlh ~llckfill 11 plac11d. C0~(:~~TE (;ROUT AND MORTAR MIXES: Concrtte 9r1J11t 1hell otlllin (I m1nim1m1 eo111pro1r,e Wtr'<Q!h of 2,000 psi ill 28 Cty! alid l'!ll)rtM shall attain 1,e(I0 p~i in 28 day!. All c,11~ !hall b! Hl!d With grout. Rod Qr Vl~r~tl!! ~rout within JO minute1 of prniri11Q to inmre conrnli!1Mion, Elriug grout 10 ~ point 2'' from th~ tori of muonry ur,11 whtn grout1r11;1 uf iMund lilt i1 tub~ [Dntinu~d ~t anc1th!r tir11 To insurt proprr bonding ~,twnn th1 loo1ir9 ~nd th, first coum M blott ii monor klly sMilll be loirrtd by !l'\'1bt:!d,ng 1 fla, ? X 4. ,1~1h with amt .1111 lh! 1(1[1 1)1 !he lmhly poured 1ootir19. Tht 2 X 4 !hO'Jid hft M'l'IOvftd alter thft concrelt h~, !farted to harden lanpro~im~1ely 1 hour). A morhr key m~y h~ nmrt\ed if I'll fi,;11 t~uri~ ~f block is nt into t'l~ frHh ~(ln~r~t~ v,,hen th1 looting ,1 pmired, and a ~t;11;1d bond i1 nbtair~d- WALL DRAINS: Wall r1,1in1 iha!I bt prov,cltrl in ,ccord,ne~ with S\ijn(f~rd Ort-.Nin~ C·8. ~OIL: All fooririgll thA>II A>ll:t@nd a1 lea1t 12 inches into undi1turbtd natural $Oil ar a~prOY@d comri~i;ud 1111, Soil 1houlcl b! llamr111ml prior to pla:int concr~tm in tootiri~ STANDARD DRAWING FOR MASONRY WA LLS •!COM!IE~]ID IV JS! ~AH 01(QQ aiuto"''' 11....iouos ~QMM11r11 ,'.;w .. /;;;,.~··· •Jo.: ;,;;j t;,,;,-,.,;;;--·ITT,iioT -,,-.. - ORAWING c 7 NUM8ER • ~I x'?L..17 '''f• 2. 'I. To PP-.i\11'1 THICKENED PLAY AREA CURB NO SCALE ' ' LinP. nl undiitmhed n~t1ml s□1I --~-:.__ No ~1Jre~argt!' IDads w thin ,hi1 am far l~~el b~cklill deiigr, · Fi:ter M~ferial, !" r:iu. crushfd ~~gr~gat~. 4 c1i, It, i:,u 4" dta. (!r~in or I cu, fl. per fl. ot cptn hP.ad jointi. -----............. 4" d1a. dram with 1/4" gal,,.. wir1 m11h $Cr~err 8'. [I" on e~nwt, or Of't row horirnrtnlly of opf!n hrad joints. TYPICAL SECTION ,...,.-Mon,,, or t~it•ir\•!llaee ~oncret, ,F-Finis'm1 grmind linf. , I l:l1-!'.---Vmrt1eal re1nf. /i--Top nl footing . CAP DETAIL KEY DETAIL NOTES: 1. J\11 mno11,y 1r1a,r1in!1 w~1li ~hall t>e ccnnr1.1~11tl with up, kly and rlrainiq~ ~~11ih 11 1ho¥11n hftr~nn 2 4" d,~mt1t1 dr~,11 ma,.. he tnrmed by olili:niij I bloe~ on it'$ sid~. "1:t(l¥>,ll~DID BV IHI ~,ii, 01!:.□ Aff,,,., ... , 5:unA•~· CD"'""'ll ,:1&'../i~....,-:·' ~,..: •. , , . .,,,. SAN DIEGO REGIONAL STANDARD DRAWING A1vilrOfl 11\1 Al]!)rOl/fd ::ld:e Noie 2 <2 ,¼ 7-B;S 1--'·'_""'"_'"---'~" _,,,;_;, _'_"· -----1 DETAILS FOR MASONRY RETAIN t NG WA LL 1-----11-+-----+--' [)f'IAWING C B NUeBlR " G) -I--., G) ·-0 ~ Cl. .. G) ;: I--G) G) .c (/) ·~·M•~}F~~ :1:.~ ]it"·,,•.,~~f\,,. :·~ .. _. •. / },_._.,..,\..,/).. =~,.,_,.,,./;) GROUP Schmidt Design Groop, In • 2655 Founh Avrnue San Diego, Cali!orria 92103 CA Uc 2138 (619) 236-1462 ~ AX (619) 236 8792 .l 0§ o~ :I: ;a; u g i:.r.i g ~ w~ ~u [;' 19 i-'l., ci' ~ ..; ·" ~ [;) "" w~ -~ @ t, ~ L'. -" ~ ~ :;! .~ 41 u~ ~ >a § ..-i: ;:, Q.i) --' 'CU u,.,,. ~:~ < tn __J -< \-w D :z C) 1-- (._) ::'I J:11'. \-- ill :z 0 (._) j ! C-1 C-7 C-8 CMU REfAINING WALL NO SCALE PLANTING BACKFILL 2" MULCH LA YER FINISHED GRADE , I ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE ..,,_-WATER BASIN II ROUGHEN SIDE:S--~~ -~--,__ PLANTING TABLET(SJ AND BOTTOM OF PIT. I 2TIMESRO~I.....,.. SOIL BALL RESTING ON i,.,111---------~"' FIRM SOIL TOAVOIO BALL WIDTH SETTLING. F SHRUB PLANTING NO SCALE L-3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANT11\G AREAS. II AS BUILr" -----------...... TITLE _________ _ INSPECTOR =·-··"_··_·-_-~:::::~~::::.-_-_-___ -_.~::::::::::::::::::::::::::::::::======~=============:=====~1S~ETI •----+----+--------------.. -, .. ,-. ... -----+-----l-----lr---+------1 CITY OF CARLSBAD PLANNING DEPARTMENT -_··· __ -_-=-_-_-·_· ___ J '=::::===; t--~-•a•• .... ----J..---------------------+----•+--- 1----f----j-------------------------1 ·-·------1------+-----+-------'1 I---+---+-------------·•"" •••••--+---+---+---+--•a 1----t---+-···••---------------·--........ ·--t----+-----i----+------1 l----=--=~t-c=-,,----t--·-··-·---------"'""······· ------------1----+-----t------,-----j------i DATE INlnAL DAT[ IN!TTAL OA tE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHFR ArPRcVAI, CITY APPROVAL ""·"~' ..... --·-··"·-···"". , ....... ~, ·~····-,·, .. ·,·--, ............. ,. -·· - CONSTRUCTION DETAILS I ABC DAYCARE & PRESCHOOL ~·ppCl1• ,P..··--;;ct==4::==~ -·~ I / .~-~ . llY4-,,,_" ~ ...................... _f-~3__- .0.::: ......... __ f\.:"I ?(.ANN!~G .. 1J.:)6CT □R ____ .. .. D,\ TE DWN BY: CHKD BY: __ _ RV\JD BY, "--·-·-·-···-··" .... , 1 l'ROJ[CT NO. SDP 89-14 ....... Dc"AWING ~10 332-7L C.M.W.D. JOB NO. ~)5 a IRRIGATION SPECIFICATIONS NOTE: THESE SPECIFICATIONS ARE TO BE IMPLEMENTED IN CONJUNCTION WITH THE CITY OF CARLSBAD LANDSCAPE MANUAL AND THE CMWD 6191 SPECIFICATIONS TITLED "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER SYSTEMS". PART 1,00 GENERAL NOTES 1.01 GENERAL REQUIREMENTS A. The contractor shall furnish all labor, tools, machinery, materials, and processes necessary to complete the Irrigation system described herein and shown on the Drawings. 1.02. STANDARDS A. All work and materials shall be in full accordance with the latest rules and regulations of the National Electric Code; the Uniform Plumbing Code, published by the Western Plumbing Officials Association: and other applicable State or local laws or regulations. Nothing in these Drawings or Specifications is to be construed to permit work not conforming to these codes. B. Any existing buildings, equipment, piping, pipe covering, sewers, sidewalks, landscaping, damaged by the Contractor during the course of his work shall be replaced or repaired by the Contractor in a manner satisfactory to the Owner's Representative and at Contractor's own expense, and before the final payment is made. The Contractor shall be responsible for .damage caused by leaks in the piping systems being installed or having been installed by him. He shall repair, at his own expense, all damage so caused, in a manner satisfactory to Owner's Representative. 1.03 DEFINIIIONS A. Owner's Representive : Qualified person overseeing construction and installation of all landscape elements. Contractor shall contact the Owner to ascertain name of individual or firm as overseeing party. 1.04 EXPLANATION OF DRAWINGS: A. Due to the scale of Drawings, it is not possible to show all offsets, fittings, or sleeves which may be required. Carefully inspect all conditions of work according to the actual site and plan installation and accordingly furnish all pipe and fittings to meet the systems requirements. Work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 1.os INSTRUCTION A. After the system has been installed and approved, Contractor shall instruct the Owner's Representative in complete operation and maintenance of the irrigation system. 1.06 SUBMITTAL$ A. Substitutions: Submit 3 copies of catalog information on materials which are to be submitted for substitution. No substitution will be permitted without prior written approval by the Owner's Representative. Complete material list shall be submitted prior to performing any work. B. Record Drawings; 1. The Subcontractor shall maintain in good order in the field office one complete set of black line prints of all sprinkler drawings which form a part of the Contract, showing all water lines, sprinklers, valves, controllers, and stub•outs. In the event any work is not installed as indicated on the Drawings, such work shall be corrected and dimensioned accurately from the building walls on these Record Drawings. 2. All underground stut,..outs for future connections shall be located and dimensioned accurately from building walls on all Record Drawings. 3. Upon completion of the irrigation work (prior to planting work) submit blackline as-builts to City for approval. Landscape architect shall then revise city mylars to reflect blackline as-builts. PART 2.00 MATERIALS 2.01 PIPE ANO EIIIINGS A. Main lines (constant pressure) 2 • and larger shall be Alertline polyvinyl-chloride (PVC) 1120-160/200 psi, Class 315 with solvent weld connections; 1/2" to 1 1/2" shall be PVC Sch. 40. 1. Solvent Weld Main Line: At changes in direction or branch mains, use appropriate Schedule 40 PVC fittings as approved by the Uniform Plumbing Code. B. Lateral lines (non•pressure) shall be Class 200 PVC plastic Alertline pipe with Schedule 40, Type I, Grade I, PVC solvent weld fittings. C. Flexible tubing shall be PVC Flexible, manufactured by Salco or equal. D. Connections between main lines and RCV's shall be of Schedule 80 PVC (threaded both ends) nipples and fittings. E Risers shall be as follows: Schedule 80 PVC threaded nipples and Schedule 80 PVC ells as shown in the construction details. 2.02 CONTROLLERS A. Controllers shall be as listed on the Drawings. 2.03 VALVES A. Remote control valves shall be as indicated on the Drawings. Controllers shall be installed as per manufacturer's specifications and as shown on the Drawings. B. BALL VALVES: Shall be as specified on plans. C. PRESSURE REDUCING VALVES: Shall be diaphram type, bronze construction with integral stainless steel and union. Size and model as specified per plan. D. Quick Coupler valves shall be as listed on the Drawings. 2.04 CONTROLWIBE A. Copper with UF approval for direct burial in ground, size #14- gauge. Common ground wire shall have white insulating jacket; control wire shall be made with 3M #3577 Scotchlok seal packs. Provide a separate ground wire for each controller, install per valve manufacturer's specifications and wire chart. B. 11 O volt or higher voltage line connections shall be made with 3M direct bury splice, Rain Bird pentite connectors, or similar dry splice methods. 2.05 BOXES FOR REMOTE CONTROL VALVE A. Amtek , or Carson plastic valve box with plasti\, lid. Lid shall be marked: "Irrigation Control Valve". One valve per box. Per CMWD the plastic lid must be purple bolt-down covers. 2.06 SPRINKLER HEADS A. All sprinkler heads shall be as specified on the Drawings. 2.07 BACKFLOW PREVENTION DEVICE A. Backflow prevention device shall be as specified per Drawings. 2.oa MISCELLANEOUS INSTALLATION MATERIAi$ A. Solvent cement and primer for solvent weld joints shall be of make and type approved by manufacturer(s) of pipe and fittings. Cement shall be maintained at proper consistency throughout use. B. Lubricant for assembling rubber ring seal joints shall be of make and type approved by manufacturer of pipe. C. Pipe joint compound shall be non-hardenina. non-toxic materials designed specifically for use on threadPd connections in water carrying pipe. Performance shall be the same as Teflon Tape. 2.09 MISCELLANEOUS EQUIPMENT A. Provide all equipment called for by the Drawings, B. EMMITERS: Shall be as specified on drawings. C. PRESSURE GAUGES: Pressure gauges shall be hermetically sealed, with shatterproof face., Type and size as shown on plans. D. STRAINER: Emitter strainer shall have a bronze/ plastic housing, with removable screen. PART 3.oo · INSTALLATION 3.01 PREPARATION A. Schedule and coordinate placement of materials and equipment in manner to effect the earliest completion of work in conformance with construction and progress schedule. 3.02 HANDLING AND STORAGE A. Protect work and materials from damage during construction and storage as directed by Owner's Representative. B. Handle plastic pipe carefully; especially protect it from prolonged exposure to sunlight. 3.03 LAYOUT A. Lay out work as accurately as possible in accordance with diagrammatic drawings. B. Where site conditions do not permit location of piping, valves, and heads where shown, notify Owner's Representative immediately and determine relocation in joint conference. C. Run pipelines and automatic control wiring in common trenches wherever practical. 3.04 EXCAVATING AND TRENCHING A. Excavation shall be in all cases ample in size to permit the pipes to be laid at the elevations intended and to permit ample space for joining. 8. Make trenches for pipelines deep enough to provide minimum cover from finish grade as follows: 1. ~ minimum cover over pressure main lines to control valves and quick coupling valves (including hose bibbs). 2. .l.f2'.'.minimum cover over control wires from controller to valves. 3. 12-". minimum cover over non-pressurized lateral lines to sprinkler heads. C. Restore surfaces, existing underground installations, etc., damaged or cut as a result of excavations, to original conditions in manner approved by Owner's Representative. D. Where other utilities interfere with irrigation trenching 2.nd pipe work, adjust the trench depth as instructed by Owner's Representative. 3.05 ASSEMBLING PIPELINES A. All pipe shall be assembled free from dirt and pipe scale. Field cut ends shall be reamed only to full diameter with rough edges and burrs removed. B. Solvent Weld Joint: Each installer shall be properly trained in techniques for making correct joints prior to performing work on the site: 1. Prepare joint by first making sure the pipe end is square, then deburring the pipe end and cleaning pipe and fitting of dirt, dust, and moisture. 2. Dry.insert pipe into fitting to check for missizing. Pipe should enter fitting 1 /3 to 2/3 depth of socket. 3. Coat the inside socket surface of the fitting and the external surface of the male end of the pipe with P-70 primer (manufactured by Weld-On). Then without delay, apply Weld·On 711 cement liberally to the male end of the pipe and also apply 711 cement lightly to the inside of the socket. 4. Insert pipe immediately into fitting and turn 1 /4 turn to distribute cement and remove air bubbles. The pipe must seat to the bottom of the socket and fitting. Check alignment of the fitting. Pipe and fitting shall be aligned properly without strain to either. 5. Hold joint still for approximately thirty (30) seconds and then wipe the excess cement from the pipe and fitting. 6. Cure joint a minimum of thirty (30) minutes before handling and at least six (6) hours before allowing water in the pipe. C. Threaded Joint: 1. Field threading of plastic pipe or fittings is not permitted. Factory•lormed threads only will be permitted. 2. Factory-made nipples shall be used wherever possible. Field-cut threads in metallic pipe will be permitted only where absolutely necessary. When field threading, cut threads accurately on axis with sharp dies. 3. All threaded joints shall be made up with pipe joint compound. Apply compound to male threads only. 4. Where assembling metallic pipe to metallic fitting or valve, no more than three (3) full threads shall show when Joint is made up. 5. Where assembling to threaded plastic fitting, take up joint no more than one full turn beyond hand tight. 6. Where assembling soft metal (brass or copper) or plastic pipe, use strap type friction wrench only; do not use metal·jawed wrench. E Cap or plug openings as pipeline is assembled to prevent entrance of dirt obstruction. Remove caps or plugs only when necessary to continue assembly. F. Where pipes or control wires pass through sleeves, provide removable non•decaying plug at ends of sleeve to prevent entrance of earth. 3.06 REMOTE CONTROL VALVES A. Install where shown on Drawings and group together where practical. Limit one remote control valve per box. B. Locate valve boxes 12" from and perpendicular to walk edges, buildings and walls. Provide 6" between valve boxes where valves are grouped together. C. Thoroughly flush main line before installing valve. D. Install in shrub or ground cover areas where possible. E Label control line wire at each valve with a 21/4" X 2 3/4" polyurethane I.D. tag, indicating identification number of valve (controller and station number). Attach label to control wire. 3.07 AUTOMATIC CONTROL WIRING A. Run wires along mains wherever practical. Tie wires in bundles with pipe wrapping tape at 1 O' intervals and allow slack for contraction between strappings. B. Loop a minimum of three (3) feet of extra wire in each valve box; both control wire and ground wire. C. Connections shall be made by crimping bare wires with brass c-.onnectors and sealing with epoxy resin sealer packs. D. Splicing will be permitted only on runs exceeding 2500'. Locate all splices at valve locations within valve boxes. E Where control wires pass under paving, they shall pass through Schedule 40 electrical PVC conduit. 3.08 AUTOMATIC CONTROLLER A. Provide and install automatic irrigation controller in approximate locations shown on Drawings. The exact location will be determined on the site by the Owne~s Representative prior to construction. Provide conduit and wire and connect to 120 volt switch (power by others) accessible to controller for ease of maintenance. B. Connect control wires to controller in sequential arrangement according to assigned identification number of valve. Each control line wire shall be labeled at controller with a permanent non-fading label indicating station number of valve controlled. Attach label to control wire. 3.09 TESTING A. Perform test as specified below. Remake any faulty joints with all new materials. Use of cement or caulking to seal leaks is absolutely prohibited. . 3.10 BACKFILUNG A. Backfill only after piping has been tested, inspected, and approved. B. Backfill material shall be the earth excavated from the trenches, free from rocks larger than 2 inches in maximum dimension, concrete chunks, and other foreign or coarse materials. Carefully select backfill that is 10 be placed next to plastic pipe to avoid any sharp objects which may damage the pipe. C. All pipe under asphalt paving shall be backfilled with 4" of clean sand on all sides of pipe, or sleeve. D. Place backfill materials in 6" layers and compact tamping to a minimum compaction per City Inspector. E Dress areas to finish grades and remove excess soil, rocks, or debris remaining after backfill is completed. F. If settlement occurs along trenches, and adjustments in pipes, valves, sprinkler heads, soil, sod, or paving are necessary to bring the system, soil, sod or paving to the proper level of the permanent grade, Subcontractor, as part of the work under this contract, shall make all adjustments without extra cost to the Owner. 3.11 SPRINKLER HEADS AND QUICK COUPLER VALVES A. Thoroughly flush lines before installing heads or quick couplers. B. Locate heads and quick couplers as shown in the Drawings and details. C. Adjust sprinkler heads for proper distribution and trim such as to not spray onto walks, walls., etc .. D. Install lawn heads 2" above grade in seeded lawn area at time of installation. Lower to finished grade after turl is well established and as directed by Owner's Representative. E Contractor shall install anti-drain valves per the locations shown on the plans and/or as field conditions dictate to prevent low head drainage. 3.12 TESTS A. Notify Owner's Representative at least "{-'2.. h:,Ur!, in advance of testing (ex,:; ..icrl<.1 n9claL1~) w h~ (:on contxr city ~hd"'.£op~ l~~+tr. B. Perlorm testing at Contractors own expense. C. Center load piping with small amount of backfill to prevent arching or slipping under pressure. No fitting shall be covered. D. Apply the following tests after weld plastic pipe joints have cured at least 24 hours. 1. Test live (constant pressure) and quick coupling valve lines hydrostatically at I~ psi minimum. Test pressure will be maintained for a minimum of fu.lr(4')hours. At the end of the test period, the lines shall be restored to the original test pressure and the amount of pressure required to do so shall be measured. The lines shall be approved if the pressure loss is less than 5 psi. Contractor shall make repairs and repeat tests as necessary until test conditions are met. APPiy tfii-., tt,,J-to ;JI pipnq 1.1rdu p0v1ng prior iv pavi~ over. 2. Test RCV controlled lines with water at line pressure and visually inspect for leaks. Retest after correcting defects. 0. I F'F-1 oAT lcN cc;,v~ />& E. ~-f. 3.13 GUARANTEE A. It shall be the responsibility of Irrigation Contractor to fill and repair all depressions and replace all necessary lawn and planting due to the settlement of irrigation trenches for one year following completion and acceptance of the job. B. Subcontractor shall also guarantee all materials, equipment, and workmanship furnished by him to be free of all defects of workmanship and materials, and shall agree to replace at his expense, at any time within one year after installation is accepted, any and a:I defective parts that may be found. 3.14 CLEAN UP A. When work of this section has been completed and at such other times as may be directed, remove all trash, debris, surplus mcterials, and equipment from site. .. Ill --j:: -u Ill ·-0 ~ ll,, .. ., :;:: ·-I-.. ., ., .c (f) Schmidt Design GroJp, Inc. 2655 Fourth Avenue San Diego, Cali'ornia ~2103 CA Uc2138 (619) 236-1462 ' ~AX (619) 236-8792 I ~ i:;' " ' r I t... Q .~ "" ' e ·, ~ _, ' (§ I ' ~ ' = ~ ~ <',,;J, cJ) z 0 I-< 0 lL -0 LU IL cJ) z 0 I- ' i J License Stamp: L-4 ' ./ \ ;,.;/ .. ·,; '/ APPROVED FOR PLANTING 11 AS BUII_Tw AND IRRIGATION O~LY, ... - INCLUDING PRECISE TITLE DATE LOCA'flON OF PL.A.~TING RF'.Vl[\,JED 3y, ' ARE,1\.S. ---··---~-~,~ ' !NSPF.'CT'.JR DATE 1----' -[s1ET. ls'.ii{~~J -" --~ CITY OF' CARLSBA.D ·---~ . -,., PLANNING DEPARTMENT ' ----------···---·-...... __ ,_, -··-•'""''¾ ·--· "----·-····-·· SPECIFICAtlONS "' ~--N~ .. IRRIGATION J,--.---...-...--~ -------· ___ ,,,, ••=•,m-•-., ---. ~-"-·· " ~-,·~·-"··"' f----•-~~.u .. •~~-,,.,f .. I ABC;,, ?;'\.YCAR: & PRESCHOOL APPr< _. =:7vi•· J • n '~ '· -••m••-••, 5}¥93 I •~.7'.L-,/. ~/'~ """""··-·•----~'""' ASS rn ANT l.ANNING DJ Rf-" Tr:JR ; IJATE '""'" "--------~•••••••• '"' "•••••• /_,""""''"""" ---, •-•--•••••••"-•u•••••••••'""" """""·---·····-- DATE IN; TIAL CWN BY, k1i0Ji:i::f No·:·· -··· .... ,.,,, llRAWIN~ NO. DATE INITIAL DATI: INITIAL CHKD SY: J ENGINEER OF WORK REVISION DESCRIPTION SDP 89-14 332-7'L OTHER A0 PRCVAL CITY APPROVAL RV\./J BY• ·····--· .. "'" -~--- C.M.W.D. JOB NO. ~~-;3_05 .,, ~ Ji E !~ • "ffl :!= C f 1'; IRRIGAflON LEGEND fil'M BOL [9 l'3 B ~ □ [:] CC!lll l]l':{t( I!) ~ MANUFAC. RAINBIRD RAINBIRD RAINBIRD RAINB\RD RAINBIRD RAIN BIRD RAINBIRD HUNTER MODEL t 12Q 12T 12H 12TT 12 F 12 VAN 10Q-LA ,OT-LA 10H-LA 101'-LA 10 VAN BQ-l'L T BT-FLT BH-0 1.T l'\F-FL T B VAN 15EST 15CST 1800 SERIES 1BOO SERIES PGH- ADV/36-RW NOZZ~E 3 NOzz:.E 6 DESCF:IF'TIQN GF'M P:AD LOW GALLONAGE SPRAY .65 12' NOZZLE ON 12" SHRUB .B7 " RISER 1.30 " 1.74 " ARC ffi.\ DTL./SHT. 90 4o (CP) 120 40 180 10 225 40 2.60 " 360 ~o ADJ. ARC NOZZLE VAR 12' ADJ. 40 LOW ANGLE SPRAY .39 10' 90 '\0 N0?2LE ON 12" SHRUB .52 " 120 40 RISER .79 180 40 1.57 " 360 40 ADJ. ARC NOZZLE VAR 10' ADJ. '10 STANDARD SPRAY .39 B' 90 40 NOZZLE ON 12" SHRUB .52 " 120 10 RISER .79 " 180 '\Cl 1.57 360 10 ADJ. ARC NOZZLE VAR B' ADJ. 10 END STRIP NOZZLE .61 il-'x15' 'lo 0~ 12" SHRUB RISER CENTER STRIP NOZZLE 1.2, 4'x30' 40 ON 12" SI-TUB RISER ' SPRAY NOZZLE ON 4" POP-UP BODY. SPRAY NOZZI .. E ON 12" POP-UP BODY. POP-UP GEAR DRIVEN ROTOR • WITH NOZZI.E 1.2 ADJ. ADJ. "JO 2.7 AD.J. AC\J. ? '.) 0 ll!Alt.Ji!IIII.D 1'101 (.t,£,l'M)Pil.t~. COl-'11' Til.lCLE l'ATlEoJI.H FUL.I.. ClltCL.'f:: &U&9Ll:JI, (LI-'!>) -•·•-+-EXISTING • 1:,ll'.\!cfr'INb @ EXISTING §1 EXISTING ... E;Xl51'\NG e EXISTING s EXISTING ---si EXISTING El EXISTING 'I'()(,.. -t- ---(EXISTING) VALCON IRRIGATIO:-J HEADS TO REMAIN. T.E INTO NEW SYSTEM. (SEE PLANS) PIU!.':>'<>UJl.1:: ~PUC.IN(,, V-'1.'l'f:: ( \ 1/t.") REDUCED f'RESSURE BACKFLOW DEVICE r.o.c. WATC:R METER (I Y-2•) (10"1."~ Pt,1) f),I.LI. VAi.Ve QUICK COUPLER VALVE-NOTE: ALL GL. YALVt"J '?HALL !'.le LOCATED OUT'c>IPE Of CON(> PA\/INtt PRESSURE REGULATING REMOTE CONTROL VALVE TO REMAIN. NOTt ALL VALYUo 0~ALl e,e-LOCATED Ol.lT".JIDE Of GONC rAV\Nc:i ('JE.c: WIii.i:. 'of'L\C): NOTe e>Et.OW) (e) PRESSURE REGULATING REMOTE CONTROL VAi.VE TO [;E RELOCATED. CAP EXISTING LINE (SEE f"'_AN) • AcL Nf:W \Jlt'lt "'iPLIClc':> '?HALL O(LU~ If; fULL eiox f'tR(0t!ft""> I-l"J) 18 STATION IRRIGATION CONTROL~ER VERIFY LOCATION IN l'IEl.D !'Oltll OF' C.ONHti·notl r,t l~\l,_ LINe (t;tl'>T\1-1&) 2' l'!EoCLAIM~D WATl'.11. iv\Alfl (EXl~11H(,)(ALE~TLINE) CLASS 200 3/4" AND LARGER rvc RECLAlfAE':J WATER LATERAL LINE INSTALL 12" BELOW GRADE ( ALE\2.TL\Nt) CLASS 315 PERMANENT 2'' AND SMALLER l"VC r"'RE,3SURE RECLAIMED WATER MAINLINE,(ALl'l':H\NL) •rlWTE:CT DLllZINb C.Ot1<;,T\2.UCT\ON SCH 40o;Ll'.Vf. RECLAlfAE;) WATER PVC PIPC: ( Altil.TLINE.) ( (.) UNDER f·'AV[MEflT Z~ Dl'I f'lfE_ ADV ANTI-DRAIN VALVE (INSTALL f"ER PLANS At,:D/OR AS NECESSARY ON RISER TO PREVENT LO'N HEAD DRAINAGE) cl\'· ~-----<aTATIOf-1 LS._ VALVE SIZE '\J--------GPM VERIFY PRESSURE AT P.0.C. 109.:3 PSI. RAINl,iRD HEAD DESIGN WORKlt~G PRESSURE :30 P.S.I. MAXIMUM 1-''JI\ TER HEAD. DESIGN WORKING P'RESSURE 10 P.S.I. MAX:MUM ' Ii NOfE· 1. AS FART OF THIS CONSTRUCTION PACKAGE, THE CONTRACTOR SHALL BE RESPONSIBLE THE DEMOLITION AND REMOVAL OF PORTIONS OF THE EXISTING IRRIGATION SYSTEM. ALL LATERAL PIPING AND HEADS J::lOI NOTED AS "EXISTING" SHALL BE REMOVED FROM 51TE. OR SALVAGED FER OWNERS DIRECTION. 2. ALL IRRIGATION COMPONENTS SHOWN ON THE IRRIGATION LEGEND AS "EXISTING" SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION PROCESSES. UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO: REMOTE CONTROL VALVES. BACKFLOW PREVENTERS. WATER METERS, BALL VALVES, ou:cK COUPLERS, CONTROLLERS, MAINLINES, LATERAL LINES AND ANY OTHER ABOVE GRADE OR VISIBLE IRRIGATION MATERIALS. 3. VALVES TO BE RELOCATED AS NOTED IN THE IRRIGATION LEGEND SHALL BE INSTALLED 50 THEY ARE COMPLETE AND FUNCTIONING IN EVERY WAY. ALL RECLAIMED WATER TAGS SHALL BE MAINTAINED ON VALVES OR RE INSTALLED FER .SIGNAGE NOTE #7 ON TITLE SHEET 4. ALL VAl:cVES SHALL BE RELOCATED OUTSIDE OF PAVING AREAS. FLUSH ALL FIFE CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. SEE IRRIGATION LEGEND FOR FURTHER NOTES. PRESSURE CALCULATIONS WATER METER _t'(.f/_' SIZE H. G. L. j~ P.O,C. ELEV. 114-z,;z_t,x . 433 • ~ PS I REMOTE CONTROL VALVE# _JI_ SIZE ..L!tl,. MAX: MUM DEMAND _!_ GPM VALVE ELEVATION _SQ_ FT PRESSURE AT R.C.V. /Off.u; PSI PRESSJRE CALCUL,\TIONS FOR REM01E COSIROL VALVE -1-" ScRVl8[ LINE /.ot, PSI LOSS _f~;;-WATER i>,ETER ..!f:_!fQ .... _J •~• 8ACKFLCW P,EVENTER ~'--~ " J"'f,f STRAIN[R ...:b_~_ ]t'z,·;-_ G,\TE/BALL VALVE ... 1.JJ/. __ ---MAsrrn 'JALVE '¥10' -~~-MA I NL IN[ -_., MAINLINE __f'~t!~ ·ii;-,oTE ;oN11wL vALV[ uo __ 10 % LATERAL LI NE LOSS _'!,,_OQ_ . ~,o~ F:TT ING LOSS JAQ. ___{}_• ELEV. CHANGE TOTAL SYSTEM LOSSES:~.:-~- PRESSURE R[OUIR£D AT HEAD: j'\ I)_:__ TOTAL PRESSIJkc Rf.OLIREO: -a;~~~- STATI; PIESSUR[ AVAIL/,8L[: lO'J~.O.. R[SIDUOL WAT[R PRESSURE: .~0 'l.1_ Sf.I MAST[R CONTROL V"VE AT -=== WATER PR[5SLRE eoosr RECUIRED_--::-::::-_ ' I ....... I " " " PSI PSI ?SI _;:is I PSI P,I PS! " " MAIML\Nf. I'!> 1?."L__,,,--., 01":.I-IINP WALL MAII-IL\Ne 1"> <," 61::-1\ 11-iP WIil.i-- I -P'--+,------·--------"----- IRRIGATION PLAN FOR IRRIGATION SPECIFICATIONS SEE SHEET Ll·1 FOR IRRIGATION NOTES & DETAILS SEE SHEET Ll·:3 FOR RECLAIMED WA lER NOTES SEE SHEET L T-1 BUILDING PLANS) IO' ~ PARKING f'ROPOSED FUTURE BUILDING . .. ·--·-····· ....... _ -·-r .-, \ '--, .... " ¾~ PARKING ' " 2'' '·~ I I I I I I ' I I I I I I I I I I I I I I I I I I 1• I I I I \ \ \ • .,, -f- i ' __ J __ .. .,, --I--.,, .,, EXISTING BANK .c Cf) BUILDING ' •' f 1 J 0 10 20 40 . r-··-"'l, r= <·-~ ~ __ ,,.,, ······· ~ i • ;; ,· /J"~ ~'-:~\"' ·': \j _; Schmidt Design Gnlrup, Inc. 2655 Fou~n Avenue San O,eqo, California 92103 CA LJC2138 (619) ,35-1462 FAX (619) 2368792 ~ t i .... Llcens Stamp: / I ([~/'-"-~ lll,,tp ,, l "~•---I .'' !'.'':\ e.x,..10-,1-,3' '.' Sheet ~un,ber: L- SCALE: 1" " 20'·0" ,\PPRO VED f7 Q R PLANTING AND IRRIGATION ONI"Y, INCLUDING PRECISE LOC1-'\TION OF PLi\NTING AREAS. '' • •• ~., ... ----••--••m"~-----+---+----1-----+------.I 11 AS BUII T 1 __ ..,,_MMIPT P!:":>l/i1M C,,.UIJf', INC.. TITLE \.:Atltl',CAf'f. >,1'.GHifeCT 5/4/'?, , ....... . ' DAT[ CITY OF CAJ_tt,ST3A-1)7 [:',~. PLANNING DEPART~rN1 , _J 6 . I ----------------+----- --------~- IRRIGATION PLAN ABC YCARE & PRES HOOIJ 1-----1----+--------······--------------+---l----l---l---5~2~=1~{:. 1 . -'••--'••·-·-· +-----I ()ATF: l~JIT'AL E.NGIN[t:R or WORK R[VISICN DESCRIPTION DATr INITIAL [~ATf IN!TlAL lTHFR APPR'1VAL CllY APPROVAL -[~)~ /~:~;;~;:,:J C.M.W.D. JOB 0. 93-305 IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES! STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCAT ONS OF UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION, CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTUAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK IND!CATEDHEREIN BEFORE BEGINNING WORK. 5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED EXPENSES, WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 6. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS AS NECESSARY. 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND. SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TD COMPLY WITH ALL LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, M4TERIALS AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. 10. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING WATER PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF WORK. IF THE AVAILABLE WATER PRESSURE IS LOWER THAN THAT WHICH IS STATED ON THE PLANS, THE CONTRACTOR IS TD NOTIFY THE OWNER'S AUTHORIZED ~EPRESENTATIVE AND THE IRRIGATION CONSULTANT PRIOR TO THE START OF INSTALLATION. 11, ACTUAL LOCATlDN FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CDNTRDLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. (UNLESS LOCATIONS ARE DETERMINED BY LOCAL AGENCIES SEE ITEMS #1 AND #8.) 12. ELECTRICAL POWER SOURCE OF THE SIZE AND TYPE SHOWN ON THE PLANS TO BE PROVIDED BY OTHERS. LOCATION OF THE POWER SOURCE TO BE DETERMINED BY THE LOCATION OF THE IRRIGATION CONTROLLERS AND/OR BOOSTER PUMP. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR FINAL CONNECT I ON TO EQUIPMENT. ,, 13. ALL LOW VOLTAGE WIRE TO BE SOLID COPPER #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES ARE TO BE A SINGLE COLOR FOR EACH CONTROLLER AND ALL COMMON GROUND WIRES TO BE WHITE. INSTALL WIRE IN A COMMON TRENCH WITH THE PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE WIRE TO THE MAINLINE AT 10 FOOT INTERVALS. PROVIDE A 24" EXPANSION COIL AT EACH DIRECTION CHANGE IN THE PATH OF WIRE AND AT EACH END OF A WIRE SLEEVE. PROVIDE A~ ADDITIONAL PILOT WIRE TO THE END OF THE MAILINE RUN IN TWO Dl~ECTIONS FROM THE CONTROLLER. 14. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPING AND 12" OF COVER OVER ALL NON-PRESSURE LATERAL LINE. BACKFILL MATERIAL TO BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPING OR EQUIPMENT. ALL BACKFILL TD BE COMPACTED TD PREVENT SETTLEMENT. CONTRACTOR SHALL PERFORM REQUIRED REPAIRS DUE TO SETTLEMENT AT HIS OWN EXPENSE. . 15. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE (ALERTLINE) TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE TO BE INSTALLE'.D IN A SCH, 4D SLEEVE OF THE SIZE REQUIRED TO EASILY PULL WIRES THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM 36" OF COVER, SLEEVES TO EXTEND AT LEAST 12" PAST TrtE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. 16. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 17, ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIP~_SHALL BE MADE WITH A PVC FEMALE ADAPTER. ALL THREADED ADAPTERS AND PVC FITTINGS TO BE "DURA" DEEP SOCKET TYPE. 18. CONTRACTOR IS TD INSTALL AN APPROVED ANTI DRAIN CHECK VALVE ON ALL HEADS WI TH LOW HEAD DRAINAGE, ►1J D ~ "'~+-bi,.Ji-t",::;,!--1 fLM-.Jt>, · 19. ALL IRRIGATION HEADS INSTALLED ADJACENT TO SIDEWALKS, CURBS~ DRIVEWAYS, TURF AREAS OR HARDSCAPE SURFACES TO BE OF THE POr-UP TYPE. INSTALL ALL HEADS AS SHOWN IN THE DETAIL DRAWINGS. 20, ALL HEADS ARE TD BE INSTALLED WITH THE NOZZLES, SCREENS AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TD PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE, 21. THE CONTRACTOR SHALL PROVIDE TO THE OWNER: UPON THESCOMWPHLIECTHIDN OF THE JOB, A SET OF REPRODUCIBLE "ASBUILT" DRAWING , SHALL BE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL WALK-THROUGH. SEE ALSO CMWD SPECS SHEET 4, 1.06.3 22. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FDR A PERIOD OF ONE ( 1 ) YEAR. ANY DEFECT I VE EQU I P1~ENT, MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO EXPENSE TO THE 011/NER. 23. THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF NINETY (60) DAYS. NOTE: CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. FOR IRRIGATION SPECIFICATIONS SEE SHEET Ll-1 FOR IRRIGATION LEGEND SEE SHEEf Ll"2. FOR RECLAIMED WATER NOfES SEE SHEET LT-1 l. 2 • 3. 5. 6. 7. 8. OMIT P.Vl-lfi E f\"J. SHRUB HEAD NOSCALE BRICK _/ SUPPORT "-'-)}•--MAI NL I NE 1 CU. FT. 3/4" __ _, CRUSHED GRAVEL REFER TO THE LEGEND ON THE PLANS FOR VALVE SPECIFICATIONS REMOTE CONTROL VALVE NOSCALE CARLSBAD MUNICIPAL WATER DISTRICT WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE i'ETH THE CARLSBAD MUNICIPAL WATER DISTRICT 1S STANDARD PLANS AND SPECIFICATIONS AS ADOPTED IN JANUARY, 1987, OR AS AMENDED, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT .f'ROM THE DIVISION OF.INDUSTRIAL SAFETY BEFORE ANY EXCAVATION.AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. •OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. A PRECONSTRUCTION CONFERENCE MEETING ,,;HALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY CAALSBAD MUNICIPAL WATER DISTRICT 48 HOURS PRIOR TO STARTING WORl<. SO THAT INSPECTION MAY BE PROVIDED ANO SHALL CO-ORDINATE" .. HIS WORK WITH DISTRICT REPRESENTATIVES -TELEPHONE NO. (61~) 438-1161, EXT. 4221 ·' NO TREES OR STRUCTURES' SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. THE EXACT HORfZONTAL AND VERTICAL ALIGNMENT· AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DF.TECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL, ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS • CARLSBAD MUNICIPAL WATER DISTRICT." JUNE 1991 OR AS AMENDED. FINISH GRADE-------- CONCRETE EDGE, ., •. -., -: '-" "" '\ INSTALL HEADS 4''-' --1·" . ~ ' ···1;:::~::::::::.!~ FROM HARDSCAPE -~~ •.:.~; .. ~::~: :311-11 !- SURFACES :3 =J 18 J Ell POP-UP SPRAY HEAD, 11 El I J=I J i:=I J t REFER TO LEGEND FOR SPECIFICATIONS---------- MARLEX STREET ELLS,,----------. TYPICAL 1 /2" SCH. 80 PVC NIPPLE,.----.. 6" MIN. LENGTH PVC LATERAL LINE--. AND SCH. 40 PVC FITTINGS POP-UP HEAD NOSCALE ·-·.-. :: a . ,. ', ~-·ef',,e ... :~·---.. '.'!,1---HARDSCAPE SURFACE = I Ill CURB-......_ . ~ () ( BY OTHERS) PRESSURE MAINLINE. CONTROL WIRES IN SLEEVES. ,,,, .. .,; ~----SLEEVE SIZE AS REQUIRED. "'"""·'--:,·, .. :-. •_-:. ·,. ·: .• . ; .: :·•. z: REFER TO IRRIGATION NOTES FOR SLEEVE REQUIREMENTS. ->,,-----CLEAN GRANITE SANO SLEEVE INSTALLATION NOSCALE TRENCH/PIPE NOSCALE ~-SIDEWALK ..--METER BOX WIMETER \ 12:' MINIMUM ~~ 10' MINIMUM TO POTABLE MAINLINE IN sr~~--- RECLAIMED WATER.IRRIGATION MAINLINE WISLEEVE--' NOTE: VERT/CLE CLEARANCE Or 12" MINIMUM 1$ MANDATORY WHEN C!?OSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGAT'OII MAINLINE 24" FROM FACE Or SID€WALK WTU PAOVrOE n-lE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABL€ MAIM..INE IN n-lE STREET. POTABLE SERVICE LINE CROSSING FI NI SH GRADE-------- ?2~f~[[EH~~g§ 4'-' --· ,°~:.-.~ ~~~~:•.:~ FROM HARDSCAPE ·~ · .. ,•C:'· 11 111 SURF ACES I I 11 11 12" POP-UP 11 111 ; 11 HEAD, REFER TO LEGEND--------FOR SPECIFICATIONS USE 3/4" NIPPLES AND SWING JOINTS FOR HUNTER POP-UP ROTORS. 1 2 " p Op -Up HEAD NO SCALE REMOVABLE BUBBLER ACCESS / INSPECTIO~ CAP (;" SCH 40 PVC CAP (FRICTION FIT -DO NOT GLUE) SET FIFE FLUSH r,;• A~/0\'1; ,;A,;0 -• ] , SUB BASE INTERFACE '-" ---F'YCTEE .,.__ ..... PVC LATERAL TO O~ER BUBBLERN (OR AS SHOWN ON FLANS) - FLEX RISi"R (CUT HOLE I~ DRA'N PIPE ..,__,_ 10•· BclOW TOP EDGE FOR INSTALLATION "'Non·. ~r.r t>l'AIN eiee FLU">H WITH f-1t-,11~\-i, GAA"'DC-t"O!l_ LA~'N l~'?i""t.1.,AT!ON. OF BUBBLER) BUBBLER IN PLAY AREA SAND NOSCALE DOMESTIC/RECLAIMED WATER PIPE CROSSING APPROVED NO SCALE FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE .. _gi -·-I--I) Q) ·-0 ~ Cl. .. .. --I--.. Q) .c C/l 11 AS ~;:·,:··..,! •., _ _;;-·,~, .. 3'. GROUP Schmidt Design Group,llnc. 2655 Fou~h Avenue San Diego, California 92103 CA Uc 2138 (619) 236-1462 FAX (619) 236-8792 ll ~ . ~ ~ g .~ "" ·~ ~ @ -~ ~ -~ ~ ",:g CJ) ---1 <( I- Lil n z 0 I- <( \.!) DL DL ' License stJmp: L 6 - > BUILT" DATE I LOCATION OF PLANTING REVIE 1,1ED BY, AREAS. IDATE INSPECTOR I SH!ET I .. CITY OF CARLSBAD l SH~ETS I -~"-''" PLANNING DEPARTMENT -· . ' ,., .. T,~• ,~,- . -· . IRRIGATION DETAILS b AB~A YCARE & PR ESCH OL -·-··-- APP~,~ ~ f w. .:.·~~ . ~-zi-13 ... ..£1SSISTANT7-A_N!'J)NCi D WEci'□R DATE .. ' OAT( INITIAL CATE INITIAL DATT: 'oWN BY -P~OJECT NO. j DR.AWING NO. INITIAL ENGINEER OF 'NORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:"--··---SDP 89-14 332"7L RV\JD BY, ~ ····-· .. C.M.W.D. JOB NO. 93-305 ex '6 l · PLANTING SPECIFICATIONS, NOTE: THESE SPECIFICATIONS ARE TO BE IMPLEMENTED IN CONJUNCTION WITH THE CITY OF CARLSBAD LANDSCAPE MANUAL. PART I GENERAL 1 .01 General Requirements A. Contractor shall visit site to become familiar with existing conditions and site restrictions. B. Contractor shall determine the location and depth of all site utilities. C. Contractor shall be held responsible for all repairs made necessary through the actions or negligence of his crew. D. The general and special conditions of the contract apply to the work of this Section the same as though written herein. 1.02 ORDINANCES AND BE$ULATIQN$ A. All local, municipal and state laws and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in the specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when the specifications and/or drawings call tor or describe materials, workmanship or construction of better quality, higher standards of larger size. specifications and/or drawings shall take precedence over the requirements of said rules and regulations. 1.03 $COPE Pf WQRK A. The work includes all services, labor, materials, transportation and equipment necessary to pertorm the work indicated on the Drawings and as specified. B. The Contractor shall adequately protect the work, adJacent property, and the public, and shall be responsible for any damage, injury, and loss due to his acts or neglect. C The Contractor shall submit unit costs to the Owner for additions or deletions to the contract drawings. D. Work not included: Rough Grading and Drainage. 1.04 QEFJNJTIQNS Owners Representative: Qualified person overseeing construction and installation of all landscape eleme □ls. Contractor shall cont? . .:: Owner to ascertain name of indrvidual or firm appointed as the overseeing party, 1.05 SCHEQUI fQfWQRK A. Upon award of the contract a satisfactory work schedule shall be submitted to the Ownefs Representative for carrying out the work. No modifications shall be made to this schedule which have not been approved by the Owne(s Representative. B. Finish Qrading and landscape installation shall ba performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practice. C. Quantities of plant materials are shown for convenience only, and not guaranteed, Symbols take precedence over quantities specified. Check and verify counts and supply sufficient number to fulfill intent of drawings. 1.06 CQORDINATIQN A. Prior to planting or finish grading , the Contractor shall ascertain the location of all underground utility lines. Conflicts between the location of underground lines and plant material shall be promptly brought to the attention of the Owner's Representative and appropriate adjustments made. B. Care shall be taken to coordinate the work at all times with other contractors working in and adjacent to the areas included in this contract. This is to insure an orderly and efficient installation procedure, and to minimize conflict with other construction operations. 1.07 STANDARDS A. All work shall be in strict accordance with sound nursery practice. Planting shall be pertormed by personnel familiar with planting procedures and under the supervision of a qualified planting foreman. The planting foreman shall be on the joo site whenever planting 1s in progress. B. Provide plant materials true to nama and variety established by •Hortus Ill", published by McMillin Publishers, New York, New York. (1976) C. Plant materials shall comply with the recommendations and requirements of ANSI 260.1, 1980 for type and species called for on planting plan. Provide single stem tree except where special forms are shown or listed. 1.00 $UB$TJTUTJQNS No substitutions of plant materials or other construction materials will be permitted without the written permission of the Owner's Representative. If plant material substitutions are accepted and are of less valueth2n those indicated or specified, the contract price will be adjusted in accordance with the provisions of the contract. 1.09 REJECTION Any materials and/or work may be rejected if, in th11 opinion of the Owner's Representative such does not meet the requirements of the specifications. All rejected materials shall be promptly removed from the site by the Contractor at his expense. Rejected work shall be redone and approved by the Owner's Representative. 1.10 PRQTECTIQN QFPLANIS A. Upon arrival at the site, plants shall be properly protected and maintained until planted, such that no deterioration from a healthy and vigorous condition occurs. a Planting areas and plants shall be protected against trespassing and damage of any kind. If any plants become damaged or injured they shall be treated or replaced at no additional cost to the Owner. No work shall be done over planting areas or adjacant to plants without proper safeguards and protection. i.1, Cl EAN-UP A. During course of planting operations, excess waste materials shall be removed daily. 8. Prior to preliminary acceptance, the entire landscaped area shall be cleaned to the satisfaction of the Owners Representative. 1.12 SITE QBSERVATIQN A. Contractor shall give [~.iy.,,) ,-'2. hours notice and set appointment for all site observations, B. Site observations by the Owner's Representative shall be scheduled as specified, C. Observations shall be called for pr i cw· +o all .planting operations for the purpose of determining compliance with Plans and Specifications, intent. workmanship, and cleanup. Contractor shall secure written verification of inspection data, any corrections required to work. and limits of inspected area before beginning the described establishment work. 0. In the ev .. nt the Contractor reouests observation of work and said work is substantially incomplete. the Contractor shall be responsible tor Observation costJr. • 'I .11. ,_ ~ c..1-, e . .::;ity ~Q..~ lr,_~tor ...-i.-i a1,~ru rrnq rr!OI'" 1.13 FJNAL,.$1TE'l3W&§v:ijfof(M[62-,ccEPTANCE A Final site observation of planting will be made at tne Contractors request and upon completion of the maintenance period. B. The work under this Contract will be accepted by the Ownefs Representative upon the satisfactory completion of all work, including maintenance, but exclusive of the guarantee of plant materials. 1.14 GUARANTEE ANP REPLACEMENT A. The Contractor shall guarantee that all trees planted under this contract shall be in good, healthy and flourishing condition ot active growth at the end ot one growing year from the date of acceptance as defined herein. B. All dead trees and trees that lose more than 30% of their original leaves, or as determined by the Owner's Representative, shall be replaced without cost to the Owner within (14) days of Notice. C. Any delay in the completion of any item ot work in the planting operations which extend the planting into more than one planting season shall extend the guarantee period correspondingly. D. Replacement plant material shall be of comparable quality and size to that which was originally installed. All plant material replaced shall be guaranteed for the original period, staning from the date of replacement. 1.15 $UBMITTALS Submit list with sources and quantities to Owners Representative of soil amendments, fertilizers, plant materials, seeds, and sod with quantities of each. PART 2 • MATERIALS 2.01 SOIL AMENDMENTS A. ·wood Residual Soil Amendment": shall be Nitrogen stablized from one of the following sources: Nitrogen stabilized Redwood sawdust, Redwood Bark fiber, fir/cedar sawdust, or fir/p,ne bark. Rates shall be as specified on plans. 8. Topsoil shall be on-site soil stripped and stockpiled during rough grading operations. If imported topsoil is required it shall have the following analysis: Organic content: 6% minimum ph range: 5.5 to 7.5 Salinity: 3.0 mmhos/cm or less Boron concentration: less than 1.0 p.p.m. SAR value: less than 6 and shall not contain weeds, debris, toxic material or other undesirable matter. D. Fertilizer (commercial) shall be a long lasting controlled release, plastic coated, uniform in composition, freeflowing, suitable for application with approved equipment , and shall contain the minimum available percentages by weight of plant food: N.P.K. Rates shall be as specified on plans. 2.02 PLANT MATERAJLS A. All plants shall be nursery grown in accordance with good horticultural practices, and shall be grown under climatic conditions similar to those in the locality of the project for at least one year. B. Plants shall be typical of their species or variety and shall have normal habits of growth. They shall be free of disease, insect pests or their eggs, sun-scale injures, abrasions or disfigurements, and shall have healthy, well-developed root systems. C Trees shall have straight trunks unless otheiwise specified, with the leader intact. undamaged, and uncut Damaged or pruned terminal leaders will be cause for rejection. D. All plants shall conform lo the measurements specified on the Planting Plan except that plants larger than specified may be used. Use of such plants shall not 11'<,rea,e.the contract price. E. Container stock (1,5, 15. and box size) shall have grown in the containers in which delivered tor at least 6 months but not over two years, and shall in no case be accepted ii a rootbound conaition has become prevalent. F. Plant, shall not be pruned prior to delivery except upon the special approval ot the Ownefs Representative. G. Groundcover plants shall be healthy vigorous rooted cuttings grown in flats until transplanting. 2.03 LANDSCAPE MAIEBIALS A. "Planting Tablets" shall be Agritorm Planting Tablets 20-10-5 (24 month slow release formulation). B. "Mulch" shall be as specified on plans, and free of sticks, stones, clay or other foreign material. C. "Herbicide" shall be Roundup by Monsanto Corporation. D. Mow strios shall be redwood construction heart or concrete as specified on plans. E "Nails", "wire", and •staples·, and 'turnbuckles" shall be galvanized. F. "Tree Stakes• shall be 2" diameter Copper Napthenate treated Lodge-pole Pine stakes, or equal, according to the following schedule: 15 gallon t -8' stakes 24 • box 2 -1 0' stakes G. "Jute Mesh" shall be a un,torm open weave of unbleached single jute yarn. Cloth shall weigh approximately 1.22 lbs.il.Y. on a 48' width roll. No opening 1n mesh to be greater than 1 •. H. Rocks shall baas specified on plans. 2.04 HYDROSEED MATERIALS A. Seed Mi•• As specified on plans. 8. "Wood Pulp" shall be Silvafiber by Weyerhauser or approved equal. C. 'Tackifier" shall be M-Binder from Stover Seed or approved equal. :ros.soo A. 'Seo" shall be as specified on plans, free from weeds, diseases, and insects; ano -1 or exceed the standards of the 'State ot California Regulations for Nursery Jnspection· as determined by the appropriate inspecting governmental a~ B. "Top dressing" shall be Ammonium sulfate (21--0-0) PART 3 • INSTALLATION 3.01 GENERAL REQUIREMENTS A. Installer must examine the subgrade, verify the elevation and observe the conditions under which work is to be pertormed. If s.,e conditions vary from those shown on the drawings, contractor shall notify the Owner's Representative and General Contractor before commencing work. B. When conditions detrimental to plant growth are encountered or loreseen such as but not limited to, rubble t,11, engineering fill, adverse drainage conditions or obstructions, notify Owne~s Representative before planting. 3.02 WEEP KILL A. Irrigate site normally for two weeks to germinate weeds. any changes in locations of proposed planting, as may be required, wrthout additional cost to the Owner. 3.06 EXCAVATION QE PLANTING PITS ANO BEDS A. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be, in all cases, large enough to permit handling and planting without injury er breakage ot root balls or roots. B. Under no circumstances shall any plant pit or bed remain open overnight unless it is properly barricaded. C. Fill excavations for trees and shrubs with water and allow to percolate out before planting. Should percolation be insufficient to accommodate adequate drainage, notify Owner's Representative. D. Holes for groundcaver shall be large enough to allow for spreading of roots. E All excess material shall be legally disposed of ott-sita by the Contractor. 3.07 Pl ANTING A. After planting pits have been dug. add 'Planting Tablets· to the planting pits according to details and following the schedule: e1ant Size Rooted Cuttings, Liners, 4" pots 1 Gallon 5 Gallon 1 5 Gallon & Larger Amount 1 -10grm. tablets 1-21 grm. tablets 2-3-21 grm. tablets 1-2-21 grm. tablets per 1/2" of tree caliper or for each 1 ft. of height of spread of shrubs. B. Canned stock ,~all be removed carefully from cans after containers have been cut on two sides with tin snips or other approved cutter. A spade may nQ1 be used to cut cans. Plants shall be handled by earth ball only. Handling by plant itself will be cause for reJection of such plant. C. Plants shall be set on unamended native soil firmly tamped to prevent settling. Atter backfilling plant crown shall be one inch (1 ") above surrounding soil level. Upright plants shall be kept in a vertical position. D. After placing in pit, work "backfill mix" around ball of groundcover,' shrubs and trees, water and firmly tamp to insure soil in and about all root. No air pockets shall be lett around roots of any plants, E No plant will be accepted if the rootball is broken or cracked, either before, during. or atter the process of installation. F. Stake trees immediately after planting as per planting details. G All plants unless noted otherwise on plans shall be thoroughly watered at time of planting, taking care not to cover crowns of plants with wet soil. Plants shall be kept adequately watered until time of acceptance. 3.08 Ml/l CHING Apply contact herbicide per manufacturer. Irrigate soil normally aoa,n for a period of two weeks past active period of the hertl1c1de. Apply contact hertliclde again per the manufacturer.Herbicide applicator shall be licensed by the State of CA Mulch shall be placed around all trees, shrubs and groundcovers within 2.1.hours after any plan1ing and shall be applied uniformly to cover entire planting bed areas to a depth of 3·. Slopes 3:1 and steeper do not require mulch. B. When all weeds have been controlled ano 1he active period of herbicide has expired all weeds shall be completely turned under by plowing, rotot111ing or other mechanical means. 3.03 SOIL PREPARATION A. Soil preparation shall occur not more than 30 days prior to planting. All planting areas with asphalt. engineered till or other deletorious material below shall be thouroughly dug out through sub-base material and backfilled with topsoil. B. Apply soH amendments recommended in soils test, evenly and at the specified application rates (for bidding purposes see F). C. It area is to receive sod or seeding, soil amendments shall not be added until immediately prior to sod or seed installation. D. Rototill top 6" of soil to a loose and friable consistency. E Slopes steeper than 3:1 shall be raked, but shall nl21.receive soil amendments. F. For bid purposes: See planting notes for amendments and ,oil test information. G All rock 3" and larger si ,all be removed from the site as encountered unless noted otheiwise in the plans or notes. 3.04 EINISb GRAPING A. Finish grading atter soil preparation shall establish final flowlines and gradients for uniform water drainage. 9. Finished grades indicated on plans are the required grades after soil preparation, soil compaction, and settling exclusive of mulch. C. Final finish grading shall insure positive drainage of the site with all surface drainage away from buildings, walls, and toward roadways, drains and catch basins. 0. Mounds shall be shaped and sculpted to create a smooth and irregular natural mountain effect and shall be of elevations as indicated. 3.05 LAYOUT A. Layout of all trees, shrub masses, headerboards, and other landscape elements shall be staked by the Contractor in the field for approval by the Owne(s Representative prior to installation. B. Plant arrangements are shown on drawings. However, final location and/or orientation of any or all plants shall b& as directed by the Owne(s Representative. Contractor shall make 3.09 3.10 FINAi. GRADING The finished surface shall be smooth, compacted and free from irregular changes. Swales shall readily drain and be free of lumps or hollows. All planting beds shall drain readily at a minimum of 2% and be free from ponding or standing water at all times. In areas where planting beds are retained by walls, curtls, terraces or other hard surfaces, care shall ba taken to provide proper drainage. . ' PREPARATION FQB SEEPED QB SODDED U,'NN AREA$ A. After soil preparation and weed kill operations are complete, grade lawn areas to smooth, even surface with loose, uniformly fine texture. Rake or float to a smooth, level finish grade. Water thoroughly to a depth of 6". Regrade soil if settling occurs. B, It shati be the responsibility of the Contractor to make the entire areas smooth and even, to insure that finish grades shall be generally one inch below the surface of walls, curbs and paved ares, and in all cases without abrupt changes m gradient. C. The ground surfar:a shall be reviewed by the Owner's Representative prior ts, seeding or sodding to determine suitability for planting. The Contractor shall obtain such approval before proceeding,. 0. Sod shall be delivered and insmlled within a per a~er being cut. iod cl 24 hours ossible air E Roll area to be sodded lightly to eradk;.ate any p pockets. Water thoroughly to a depth ct at least soil if unsettling occurs, Order sod to be cut ~nd ONLY after site is prepared for installiit1on. Urfro direction each time. Sod shall be laid in a stagg with no oaos or voids. Cut rolls as necessary to lengths shorter than Hl". Start laying sod along straightedge and at bottom of slopes. Peg both roll of sod when laying on slopes greater 6". Regrade delivered II sod in same ernd pattern, fit, With no longest ends of evBrY than 3:1. Pin down · ·--·- --~------ DATE INITIAL ENGINEER OF WORK · 50d with wooden pegs, water sod within 30 minutes of laying. If sol'I-J,nds aga,nsl an open bed al soil, rround the soil against the new :!Qd to keep the edges from drying, or regrade the soil to provide this prot,;,ct,on automaUcally. Water thoroughly at the end of day all soo olaced that day to penetrate soil at least 6". F. Roll all sodded areas with a l'Qller weighing approximately 16 pounds per lineal inch to compacttbe soil around the roots and provide a smooth, even mowing surta.;e. G Within 24 hours attar placing and rolling, topdress aH sod with Ammonium sulfate (21-0-0) at the rate of 2 pounds..per 1,000 square test and water in promptly with a thorough irrigation cycle. a11 I l'fDRQSEEQHJel (01'1!1/ 3.12 MAINTENANCE/ESTABLISHMENT PERIQP A. The entire proJect shall be ma1nta,ned for the time as specified on plans, commencing from the time all irrigation and landscape work has been completed. observed by the Owners Representative, and written satisfaction given, Tho Contractor shall maintain the landscape according to the forgoing articles and of the special provisions and to the satisfaction of tho Owner. B. Contractor shall continuously maintain all areas included in the Contract during the progress of the work. throuQh the Maintenance Period. and until final acceptance of !he work, C. Maintance of planted areas shall include watering, pruning, mowing, weed control, cultivating, mulching, spraying, fertilizing, and replacement ct sick, dead or damaged plants to proper grades or upright position, mowing, debris removal, and all other care needed for proper growth ~nd appearance of the plants. D. Damage resulting from gulleys, washouts, or other erosion shall be repaired by filling and tamping, retertilizing, and reseeding or replanting by the Contractor at his expense if such damage occurs pnor to acceptance of work under this Contract. E All shrubs and trees shall be maintained in their natural shapes. Tall or scraggly bra.nchos shall be thinned out where necessary. In no case shall trees or shrubs be trimmed by heading or shearing. Any plants severly pruned in this manner shall be removed and replaced at Contracto(s expense. F. During the maintenance period, any plant indicating weakness or probablify of dying. or have lost more than 30% of leaves shall be replaced by the Contractor at his own expense. G Tree stakes which for any reason are damaged or rondored inadequate for support shall be repaired and restored to their original conditions. Tree ties shall be attached securely. H. Constant diligence shall be maintained far the advent ot disease, insects, and/or rodent infestations and proper preventative or control measures takon. I. All weeds in groundcover and turf areas shall be l2lJllfil1 as they appear and prior to setting seed during the maintenance period. J. Lawns should be mowed and edged whenever necessary. The grass shall be mowed w,th sharp and adjusted mowers to a height as specified by tne manufaeturnr. K. All walks, curbs, and gutters shall be kept clear of debris, M"'ud, just, and standirg waler by sweeping. m□pping as required to mainca,n cleanliness throughout. L At comple1ion of the maintenance period apply ammonium sulfate (21-00) at 21b/1000 SQ. ft., water promptly with a thorough irrigalion cycle. All areas included in the contract shall be clean and free of debris and w!leds. All plant materials shall be live, healthy, and free of infestation. If any item or portion of the contract work is not acceptable to the Owne(s Representat;ve at the time of final inspection, Contractor shall be required to maintain all areas included in the contract for any additional period of time as may be required to repair defective itern or portion. 3.13 WRITTEN NOTICE At the end of the specified Establishment Period, the Contractor shall present written notice to the Owner that he has completed the required maintenance, and that any furthar maintenance will be the responsibility of the Owner. ., -t--0 ., ·-0 ~ a. ., ;; t--., ., .c (/) Schmidt De,lgn Group, Int 2655 Fourth Avenue San Diego, California 92103 CA Lie 2138 (619) 236-1462 ~AX (619) 236-8792 ,. ~ li' ~ .. g' .~ ~ ",! ~ ~ @. ·"' t: ~ ~ l r.;j (J) z C) I-< u u.. -u w ~ (J) ~ z -\-z < ...l ~ License Sta p: L-7 • ' J APPROVED FOR PLANTING 11 A S BUILT" AND IRI~IG i-'\ TIO N ONLY, - INCLUDING PRECISE TITLE DATE -: LOCATION OF PLANTING REVlc.\Jf.D BY: AREAS. . - lnA-E JNSPECTOR m1··cITY OF CAI~LSBAD • ,;·!-'~TS I . ----- PLANNING DEPARTMf NT i ____ ,,. "" ·-~-~-· . ' ... ,., .. , ..... , , ..• --............... , .. ,. PLANTING SPECIFICATIOINS . AB;)>AYCARE & PRESCHOOL ,., ·~~~---., ···---·-··· " --~, I l<PDR/ r;/-, ~f /J / • b 5--U~ ·-· ... =•--••--•••,n••••-•"' ~. -~---· ·-,,,,,,., .. _, __ ,_ ,..,.,.~.-, .. I A.~S!S AN 1 lj'AN\J,NG_D!RfC 11 IR_ . ,. . ...... iiAlE -·- • DWN BY: · · · L1~~;0 89_;~ o;;;~;t ·No· JATE INITIAL DAT!' INITIAL CHKD BY. REVISION DESCRIPTION OT11(R APPROVAL CITY APPROVAL RV',/D BY, ~ C.M.W.D. JOB NO. 9)3-305 00 i j ' I • i i 5 5 ' ll " . ti i i l! .f J !! .l! " PLANTING NOTES 1. HJE CONTRACTOR SHALL BE HELD RESFONSIBI_E FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW. Z CONTRACTOR SHALL vIs:T SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHAU_ i3E DONE F'RIOR TO BIDDING. 3. CONTRACTOR SrlALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 4. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION AT FOi.LOWiNG TIMl::S: --IRRIGATION COVERAGE, PRIOR TO PLA.'JT PLACEMENT: -·PLANT APPROVt\L AND SPOTTING F'RIOR TO F'LANTING: --PRE·MAINTENA.'JCE Ar'PROVAL: --POST-MAINTENANCE/r-lNAL APPROVAL. 5. THE MAINTENANCE PERIOD SHALL BE 90 CALENDAR DAYS AND SHALL INCLUDE THE SCOPE OF WORK A5 DEFINED IN TrE SPECIFICATIONS. IT SHALL COMMENCE UPON WRITTEN r.,o,ICE BY OWN':R'S REPRESENTATIVE. 6. GROUND COVERS SHOWN ON PLANS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT SHRUl3 SH'MS. 7. SOIL AMENDMENTS SPECIFIED ARE FOR BID PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. TEST SHALi. INCLUDE TESTS FOR ORGANIC MATTER CONTENT;N,P,K; PH; EC; SOIL TEXTURE. AGRICULTURAL SUITABILITY. SOIL FERTILITY. A'iD RECOMMENDATIONS FOR AMENDMENTS BACKFILL, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHAU. FURNISH CITY cANPSCAPE INSPECTOR WITH AND OWNER'S REPRESENTATIVE WITH COPY OF TEST AND RECEIVE WRIn·EN APF'ROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TO INSTALLATION. SOIL AMENDMENTS BID MIX: SHALL CONTAIN THE FOLLOWING AMENDMENTS PER 1000 SQ. FT.: (4) CU. YDS. NITROGEN STABILIZES ORGANIC AMENDMENT, DERIVED FROM EITHER REDWOOD, FIR, OR CEDAR SAWDUST, (2) LBS. IRON SULFATE (50) LBS. GYPSUM AMENDMENTS TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT SITE. ALL PLANTING AND BACKFILL SHALL BE FROM THIS ON SITE MIX. 8. CONTACT LANDSCAPE ARCHITECT FOR BACKFILL BID MIX. THOROUGHLY BLEND BACKFILL MIX AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 9. OWNERS REPRESENTATIVE SHAI_L APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY FLANT MATERIAL. 10. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 27, DRAINAGE AWAY FROM f:lUILDING INTO DRAINAGE STRUCTURES OR TO STREET. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL NO'flFY OWNER IMMEDiATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 11. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, MAINTAIN A CONSISTENT ON CENTER SPACING AS SPECIFIED IN LEGEND. 14, IRRIGATE AND APPLY CONTACT HERBICIDE "ROUND-UP" OR EQUAL FOR WEED ERADICATION PER THE SPECIFICATIONS FOR J':tKi_ GROW AND KILL CYCLES PRIOR TO PLANTING. 15.. TREE TRUNK PROTECTORS SHALL BE INSTALLED AT ALL TREES LOCATED IN LAWN AREAS. 16. CONTRACTOR SHALL. IMMEDIATELY UPON THE AWARD OF THE CONTRACT, ORDER. LOCATE AND-PURCHASE (OR HAVE HELD FOR HIM) ALL ft:;4,NT MATERIAL REQUIRED BY THESE PLANS AND Sf'ECIFICATIONS. 17. F'RIOR TO PLANTl,\JG, IRR'GATION SHALL BE FULLY OPERATIONAL AND ALL PLANT'NG 1\REAS SHALL BE THOROUGHLY WATERED, 18. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 19. Pl.ANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE c>UE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 20. ROOT BARRIER BY BIO BARRIER OR EQUAL SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AT ALL TREES. PLANTED WITHIN 5' OR LESS OF HARDSCAPE OR WHERE INDICATED ON PLAN . PLANT LEGEND SYMBOL BOTANICAL NAME/ NOTES SIZE/ QUANTITY. • PROFOSED FUfURE BUl'.DING --+"---------·-~-··--·---., ·---·--·--·-··------ -===-=-:---JlliiM).!.,Q/_\;N;__N""Ao.mM.1eE _____________ ""6.L.P,._,A""'C.ul N.,,..,_ ______ _ TREES : , 17'< Erlobotrys dofla.a \._/ Bronzo Lo'\ust 0 F'lstanue "cerfoll,. 'Blood~oo.o' London Pis no Troe 0 Braohychlton populnoue 'Majet1tlc Bosuty" Bottle Troo ,, - ', ) Exletlne troo'e to remain ,~ Q Exl!>tlne plsntln~ to remain SHM:Ul'I!!! & GROUND cove.11.s -0 [8] • a mm 0 Ci~~U<I antari6l T,ain to fence Plttoeporum Toblr11 toblr.s 'Wh,,,,l,,r'e Dwarf' A0ap.11nthue orl.,ntalle 'Peter F',.n' LIiiy of the NIie Cleeue rhomblfoll111 'Ellen D•nlc•' Gr•pe IIIY Trsch.,loep.,rmum 'St"r Ja11mlno' J•emlnoldee Soddod Lawn 1Marathor11 Not:o: ~" J.,yer of B"rk Mulch ,oh.,11 ~o pl.,cod in all ehrul> and aro,,ndcovor plsntln~ area~ E:setmsn Soll Ammonltlee 'walk on l>srk' or "'\u"I, (619) 744·5422 Hedra 'n~l,x '6a1ticf E.s~lish I~~ 15 aal. 24" box ':, ~~ I. 5 ea!. 1 0•1. 2'·0" o.c . 1 0.111, 21--0 11 o.c. 1 0 .. 1. 181' o.c 6 Ct> 12 11 \1 /i ./ : ; DAYCARE & PRESCHOOL BUILDING (SEE ARCHITECTURAL PLANS) . . ' . . , .. / \ l \ / \. ) "--/ I PARKING . ---------------- PLANilNG FLAN FOR PLANTl~IG SPECIFICATIONS SEE SHEEf Lr"·1 FOR PLANTl!,IG DETAILS SEE SHEET LC·2 . . . +--- . '' ' I . 2 L--- 1 . +···--- \ I \ ---, I/ l : ' I \ l / \ I \ PARKING \ EXISTING ElANK BUILDING .,..---j r 0 10 20 SCALE: 111 = 20'-0" l1.PPRO VED FOR PLAN'flNG i\NIJ lititIG ATIO N O ~LY, INCL.UDING PRECISF~ L.0CA1'ION OF PLANTING ARI~AS. .. (I) -I--(,) (I) 0 ... Cl. (I) -I--(I) ., .c "' 40 TITLE ____ _ "!LV[[\JFD BY, -------·· -···•"' --. •... -~-· t· ·---..."' 't" ~, r .,, ~ .,°''"., .. ~ ) ''"' ~, , ..,. '>-co,.,-~·\...-~ GROl.JP - Schmid! Design Group, Inc. 2655 Fcurth Avrnur San Dieqo, Cali1orr.i~ 921 CJ CA Uc 2138 (619) 236· 1 <62 FAX (619) 236•8792 ,..J .. -·) ·-0 ::c u rr, s..l ~1 0::: r::, g 0.. " .;;:, .::-.., ~ " ,.., § -~ a i:il ~ -"-1. 0::: t ~ ...... ·; '·• ., <;;J u ~ >< -t Q u ~ ' i:::i '\ • ~ ., z < ....I ti.... \.!) :z I-z < _J ri... License Stam ••"'' '\,. -"~' Shee:\. l11.1mt>t L-8 r T[ JNS"ECTJR D .. L ! J SHE[T i ,-cTT\r C)F C,\RL.SI3AD 1·•hi:FT:; 6 '· f-'I ANl"IMi DEP/\RTM' NT a ________ ,,, ,.., ..... ,, .... -------, PLANTING PLAN .ABC AYCARE & PRES(~HO L ---·------·"·····-···· .. ·== ···· ..... : ....... : .. : ... ci: ... :·.··-.. AP ~'rL S-.?b-f 3_ ·- ASS I\ l AN I" ANNI'lri DI 11~ff ------------1·····----- "I, : I : ~-i I .... I'\ l. Cl 1'Y APPROVAL i'.;v~D [lr~f -·-=·~.J .. -. so;•:J,~,~-~~··············1lii:;;[~:i"i; RV w ll BY•··-·-----····· .,,, ___ ,, _____ ·--··.. -------------------------- C.M.W.D. JOB NO. 93-3.!J~ ..... '