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HomeMy WebLinkAboutDWG 439-7L; RP 04-12; TUSCANY OFFICE SUITES; 01-06i SHEET INDEX 5HEET NO. ITEM L-1 -ITLE 5HEET L-2 2 Pl.ANTING PLAN < DETAILS L-3 3 IPRIGATION PLAN< NOTES L-4 4 DETAILS • NOTES L-5 5 PLANTING 5PECIFICATIONS LG G IRRrGATION SPECIFICATIONS OWNER NAME ADDR.E5S CTY, ciTATE, Zif f'HONE #, CONTACT, BILL DALY P.O. BOX 2GO CAR15BAD, CA 920 I 8 (GI cl) "77-0600 BILI DALY • LANDSCAPE IMPROVEMENT DRAWINGS FOR: TUSCANY OFFICE SUITES 2753 JEFFERSON STREET CARLSBAD, CA 92008 PACIFIC VICINITY MAP PROJECT SITE ARCHITECT/LANDSCAPE ARCHITECT OCEAN NAME ADDRESS CITY, 5TATE, ZIF f'HONE #, FAX#, CONTACT, DZN FARTNER5 G82 5ECOND 5T. ENCINITAS, CA 92024 (760) 753-24(;4 (?GO) 753-0GOO BART M. SMITH, AIA CIVIL ENGINEER NAME ADDRESS CITY, STATE, ZIF PHONE II, FAX#, CONTACT, 5AMFO ENGINEERJNG INC. I 034 5ECOND ST. ENCi NiT A5, CA :32024 (?GO) 43G-OGGO (?GO) 43G-0559 VINCE SAMPO NOTES I. CITY DWG ii' 43"7L 2. f'051TIVE 5LJRFACE DRAINAGE (2% GRADE) SHALL EIE PROVIDED AWAY FROM STRUCTURES AND TERMINATING IN AN Af'FROVED DRAINAGE 5YSTEM. 3. IN5FECTION FROCEDJURE5 IN5PECTION OF THE PROJECT SHALL EIE PERFORMED EIYTHE ARCHITECT/1.ANDSCAFE ARCHITECT OF -HE WORK OR HIS DE51GNATED AGENT. REFER TO THE 5FECFICAT•ON5 FOR THE SCHEDULE OF REQLJIRED INSf'ECTIONS AND REQUIRED SUBMITTAL5. 4, FOLLOWING COMPLETION OF THE WORK, THE ARCHITECf/1.AND5CAF'E ARCHITECT OF THE WORK WILL CERT,FY THAT THE INSTALLATION HA5 ElfEN COMPLErcD BY 3LJBMITTING THE "FINAL LAND5CAFE CERTIFICATION FORM". A R,__FQLJE5T FOR A FINAL LAND5CAFE INSPECTION BY THE CITY MU5T Al.SO BE MADE BYCALLJ.~G THE INSPECTION REQLJEST LINE. "FINAL LANDSCAPE CER.TIFCAT•ON FORM" FAX TO, [?GO) tl44-8943 "LAND5CAFE IN5FECTION REQLJE5T PHONE LINE" , [7GO)G02-4G02 I HER.EBY DECLARE Tr,AT I AM THE LICENSED DESIGNER OF WORK FOR. THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT A5 DEFINED IN SECTION G703 OF THE BUSINE55 AND PR.OFE5510NS CODE, AND THAT ~HE DESIGN 15 CON515TENT WITH CURRENT STANDARDS. I UNDER.5TAND THAT THE CrlECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD 15 CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, A5 THE LICENSED DE51GNER. Of WORK, OF MY RESFON51BILITIES FOR PROJECT DESIGN. THE5E Fl.ANS HAVE BEEN FREFARED IN 5UB5TANTIAL CONFORMANCE Wl~H THE AFPROVED 1.AND5CAPE WNCEFT Fl.AN, WATER. CONSERVATION Fl.AN, FIRE PROTECTION FLAN, AND ALL CONDITIONS OF Aw.V~¥ LAND5CAFING. BY, :Bok • DATE: z/1/Z,~cfl PREPARER ' ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY VED • ,_ L '2.•1..• 07 EEERING PLANCHECK[R DATE APPROVED FOR PLANTING ,\ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE DATE REVIEWED BY, INSPECTOR DATE 1--+--+------------+--+--+--+---l I SH~ET I CITY OF CARLS BAD I SHEBETS I Fl.ANNING DEPARTMENT >---+---+-------------------t----+---t----+---1 :==='-'==============--'==~ TUSCANY OFFICE SUITES 2753 JEFFERSON STREET CARL5BAD, CA :l2008 AFN, 203-110-14 t-----+-----+-----·-------+----+----+--f----l I APff';J,;f q-: ~k,ir t-~-c1 I 1---+---+----------------+---+------1---+-----I ~-F;:LA~N-:=N~IN~G===~==~~~==:==:::;;::::::::=D=A=T~E==· OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: --RP 04-12 4397L RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE IN1TIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE TITLE SHEET 1. 05/30/2006 2. 09/01/2006 3. 11/21/2006 4. 01/19/2007 5. 01/29/2007 JOB: 200337R TUSCANY □FFICE SUITES MA..J □ R REDEVEL □ PM ENT PERMIT □4·1 Z CARLSBAD . NOTE: ALL F''...ANT BA51N5 SHALL RECEIVE A 4" LAYER OF AFPROVED MULCH. ' .. '=7-.-~~~;/ ~~-:-~~-:-·_~~:\ ·i.".-,_:,;i: .... ~c._:_~~,:,· "": ·.-.. ,.;,' ~. 3X ROOT5ALL FACE OF WALL OR BUILDING 5FREAD ON WALL!- SECURE WI ANCHORS. (PER5FEC5) REMOVE NUR.51:RY 5TAKE SET ROOTBALL TIGHT TO FOOTING, REMOVE ANY D:Cf:55 TRASH, CONG AT rl.ANTING HOLE MAINTAIN TURF FREE AREA I 2" FROM TRUNK G" BASIN IN G. COVER 5" BASIN IN LAWN FINISli GRADE 6ACKflll MIX, (SEE 5FEC5) 3X ROOIBALl NOTE: ALL PV--NT ~A.'31~5 SHAU. REC!'"VE A 2" LAYER OF APPROVED MULCH. MAINTAIN TURF FREE ARfA J 2" FROM TRUNK G" BA.SIN N G. COVER 5" BA.SIN N LAWN FINISH GRADE ---FLANT'NG TABlfTS, (SEE SPECS) --PIANT'NG 5ACKflL PUDDLE !'ND 5ITTLE TO SIT PLANT AT FINISH GRADE NOTE, I . TOP Of ROOT CONTROL BA.RRJER MUST 5E AT GRA'.JE. 2. POSITION ROOT CONTROL 13,c\RRIER ADJACENT TO STRLCTURE. 3. RAISED ROOT DEFLECTORS ML,5T BE FACING PlANTED ARIA 4. BARRIJ:R. SHALL EXTEND A MIN OF B" BELOW BOTTOM OF HARDSCAPE. 5. PROVIDE A MIN Of IO FEET Of ROOT BARRIER FER TREE. G. ROOT BARl<JER SHALL BE A MIN OF I B" BELOW GRADE ON WAL~ SIDE. 7. ROOT BARl<JER SHALL BE A MIN OF 24" BELOW GRADE ON CURB SIDE. BACKflLL MIX, {'",j,EE 5PEC5l CONCRETE CU X 5 VINE PLANTING ) SCALE, I" -1 '-0" L-DT-PLT-005 L-DT-rLT-004 3 ROOT BARRIER SCALE: I JI = I 1-0~ •: ~ < •: •: • ,-----------, I I • PLANTING PLAN -TUSCANY OFFICE SUITES (RP 04-12) 3/1 G" = I '-0' 5 15 30 NOTES I. ALL PLANTING SHALL BE IN ACCORDANCE WITH THE CITY OF CARl.5BAD LANDSCAPE MANUAL. 2. PROVIDE A MINIMUM Of 3' MULCH ON ALL NON-TL RF PLANTING AREM LE5S 5TEEP THAN 3, I 3. flNl~H GRADE SHALL BE A MINIMUM OF 2" BELOW CONCRETE. 4. SEE PLANTING NOTES SHEET L-4 FOR ADDITIONAL INFORMATION. S. ALL LANDSCAPING WITHIN THE PUBUC RIGHT-OF-WAY TO BE PRIVATELY MAINTAINED BY THE PROPERTY OWNER. DRAINAGE LEGEND mn = 9" X 9" PRIVATE CATCH BA5IN SUBSURFACE DRAIN PIPE J. DRAINAGE 5Y5TEM SHALL BE INSTALLED PER GRADING PLAN DRAWING NO. 439-?A ,- I L_ NOTE: ~[TAIL FOR IN5TALlATION OF ROOT BARRIER INSTALLATION REFER TO TREE INSTALLATION Dl:TAIL5 FOR TREE IN5TALLATION FINISH GRJI..DE CONCRfl"E" 5IDfWALK ROOT BARRl[R, ll'(e) BACKFILL. ITll'l 3X ROOTBALL NOTE: ROOT BARRI ER5 SHALL BE "1310-BARRJER" MANUFACTURED BY TARGET SPECIAL 'TY PRODUCTS/ REEMAY INC. OD L-DT-rLT-003 FIRST FLOOR OF TWO-STORY OFFICE BUILDING WASTE LODGEPOLE PINE 5TAKJ: TREETRLNK TREE TIE. NAIi. TO 5TAKE TIRE STRIP TIE 2• LODGt:FOLf. PINC STAKf 2 PLASTIC TRUNK GUARD FERTILIZER TABLET [FER SPECS) Wl'.TERJ NG BASIN TREE Pl.ANTING SCALE: I" = 1 '-0' litfi+l+++tt++ + + + + + + + + + + • + + + + + + + + + + + + t + + + + + t + + + + + + + ~ + + + + + + + + + + + + + + + + ;-1+li<+++++++ + + + + t t t + + + t t + + + t + + t + + t t t + t t t t + t + + + + + + + + + + l t f + + 4 t ♦ + + + I l t ! I l I 1 i i i I I , + + + + + + + + + + + + i + + + .. .. + + + + + + + + +++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + ++++i++t+t++ + ++++++++++ ++ ++++t+tt ♦♦t ♦ + + + + + t + + + + + + + + + +++•++i++t+i+ + + + i • + + + + t t + + + + t + t + + + + + t + + + + + + + t + + + + • + + + + ♦ttttttti,ttt + + + + + + + + + + t + + + + + + + + + + + + + + + t + ++++++++•+++ + + + + + + + + + + + + + + + + t + + + + f + + + + + ++++-t++•+++ + + + + + + + + + + f + .. ; 2X ROOTBALL ------". ----- NOTE: 5TAKE5 SHALL NOT FIERCE ROOTBALL • SHALL EXfE~D INTO UNDISTURBED SOIL ( PREVAILING WIND SET ROOTBAI.L FROM 2" MAX TO½/' MIN HIGHER THAN ADJACENT FlN15H GRADE FINl511 GRA.DE BACKFILL MIX (5EE 5FEC5) UNDl5TURBCD SOil, (TYF') SEE STANDARD PIANTING DETAIL FOR PLANTING Jr.JFOf?.MATION LODGEPOLE PINE 5TAKE T~e TRUNK TREE TJE, NAil TO STAKJ: LODGEPOLE PINE STAKJ:, -.......___ IO' LONG, 2 RfQ'D CINCH TIE, SECURED ----1'1r:, 2-;.~--;-;, 2;;-• -+-t TD 51AKE WITH MIN MIN GALVANIZED NAlcS 3'' DRAIN CAP I DAGK.""lll MIX (JI:!: ~r'f:G5J - ~ 3' P[RFORATEJ PVC PIPE ♦ SUP CAP W/ GRAVEL PER. x PLANTING PLAN TREE 5TAKING -24" BOX 3X ROOTBALL NOTE: All PLANT BA5 NS SHA'1. RECEIVE A 4" LAYER OF APPROVED MULCH MAJNTAI~ TURF FREE AREA I 2" rROM TRUNK G" BASIN IN G. COVER 3" BASIN IN LJ\WN FINl5I1 GR.4.Dt: PLANT I NG TABLETS (SIX SPECS) PLANTING BAC~lll PUDDLE ♦ 5ffilf TO SET PLANT AT FINISH GRADE L-DT-PLT-002 1 SCA_E: I" = I '-0" L-DT-PLT-00 I 1-w w a: ti z 0 00 a: w IJ_ IJ_ w -, PLANTING LEGEND: 5Y!'.\BOL 0 0 ~ ♦ • + + + + + • + + + • + + + + + + + + + + + ............. + + • • + + • + + + * + + + + + t + + t + ♦ + + • + + + • + + + • + + + + + • + + + ♦ + + + + + + + + + + + + + + + + + • + + ♦ + +++•+• t+ • • • BOTANICAL/ COMMON NAME PHOENIX CANARIEN5I5 'CANARY ISLAND PALM" NANDINA DOMESTICA "I1EAVENLY BAMBOCJ' CLIVIA MINIATA "BUSH LILLY' CLEMATIS LIGUSTICIFOLIO NUTT. "WESTERN WHITE CLEMATI5" ARCHONTOPHOENIX CUNNINGHAMIANA "l'JNG PALM' CER.CIS OCCIDENTAUS "WESTERN REDBUD' HEDERA HELIX 'NEEDLEPOINT' "NEEDLEf'OINT IW FESTUCA ELATIOR "TALL FE5CUE' QTY. 17 70 24 7 4 12' O.C. SOD SIZE EXISTING 5 GAL I GAL I GAL @ 3'0C 24" BOX 8' TRUNK HEIGHT B' FOILAGE 24' BOX G' TRUNK G' FOILAGE FROM FLATS FORBMP FILTERiNG • + + + + + + + + + + + • + + + + + + + + + + + + + + ,i::.,..w..;L.-"T t + + + + t + + + t + t APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE REVIEWED BY: INSPECTOR 11AS BUILT11 DATE DATE l--+--+------------+--+--+--+--,lsH2EETI. _c_IT_Y __ o_F_c_A_R_L_s_B_A_D~lsH~Tsl _ PLANNING DEPARTMENT >----+----+--------------.. o----+----+-----------·--------------+----+---+----+----' DATE INITIAL DATE INITIAL DATE INITIAL ENG,~EER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TUSCANY OFFICE SUITES IAPµf 9:- PLANNING DWN BY: CHKD BY: RVWDBY, 2753 JEFFERSON STREET CARL5BAD, CA ~2008 APN, 203-1 I 0-14 ~~11 I PROJECT NO. RP 04-12 -Z-1.-01 DATE DRAWING NO. 4397L £.0 A~ ~~ITCH!, s4-;,. -;s, • C-22 7 /31/07 RCNCW.ll O.TE PLANTING PLAN PLANTING DETAILS 1 . 05/30/2006 2. 09/01/2006 3. 11/21/2006 4.01/19/2007 5. D 1/29/2007 JOB: 2 □□:3:37R TUSCANY OFFICE SUITES MA.J □R REDEVELOPMENT PERMIT □4· 1 2 CARLSBAD L-2 IRRIGATION EQUIPMENT LEGEND 5YMBOL MANUFACTURER MODEL 5IZE REMARK5 ►◄Bf r~BW 8GOU 3/4" REDUCED FRE55URE BACKFLOW A55EMBLY ~#I RAINBIRD 075DV 3/4" AUTO ELECTRIC CONTROL VALVE, ALLOWED GFM=.02-22, DFERATING GFM= 1.2, DETAIL 12/L-4 ---, ~#2 RAINBIRD 075DV 3/4" AUTO ELECTRIC CON~ROL VALVE, ALLOWED Gf'M=.02 22, DFERATING GFM=3.2, DETAIL8/L-4 ~#3 RAINBIRD 075DV 314" AUTO ELECTRIC CONTROL VALVE, ALLOWED GFM=.02-22, OrERATING GPM=.50, DETAIL 12/L-4 - ~#4 RAINBIRD 075DV 314' AUTO ELECTRIC CONTROL VALVE, ALLOWED GPM=.02-22, OPERATING GPM=2.0, DETAIL I 2/L-4 ~-- 1><1 RAINBIRD ESP MODULAR 4 STATION IRRIGATION CONTROLLER RC RAINBIRD RAINCHECK I REQUIRED RAIN 5EN50R 5HUTOFF CHECK VALVE SWAN50N CLA55 3 I 5 PIPE 3/4" DAE ---5WAN50N 5CH 40 PVC 3/4" DOWNSTREAM FROM RPBA, DAE -- 5WANSDN SCHEDULE K HARD COPPER I • MAINLINE FROM WATER METER TO RPBA. DAE - ---5WAN50N 5CH 40 PVC 2X rlPE Ill LOGATt:D WITHIN DAE ---~ . ----5WANSON 5CH BO FVC 2X PIPE 0 LOCATED WITHIN UNDER VEt11CULAR TRAFFIC AREA,OAE --- 0 RAINBIRD XBD-80 I /2" Rl5ER, 8 PORT5 DRIF IRRIGATION Dl5TRIBUTION HEAD W/ I GFH FACTORY SET XERI-BIRJD ~ RAINBIRD I BOO SAM-FR5 5ERIE5 I BOG -uRf HEAD5 QUARTER 5rRAY G" HIGH FOP-UP HEAD, BQ @0.2G GPM @ 30 P51, RADIU5 MAXIMUM= I O'-Cf, PRECIPITATION RATE=.G IWHR, DAE e RAINBIRD I BOO SAfJ,-FR5 5ERIE5 I BOG TURf HEAD5 HAUF 5FRAY G" HIGH FOP-UP HEAD. 4H @ 0.52 GFM @ 30 f'51, RADIUS MAXIMUM= I 0'-0', PRECIPITATION RATE-.G IWHR. DAE DAE = OR APPROVED EQUAL ~~~-=-=-=====~~=====~f=============================-==========================-=======---111r----~.----~.:, ~ u '.) #4 C '.) I #4 ' rmrrr- l7 ---:j ~----------j #4 \ ,- 1 0--------<~,--------o---------0--------{), ~ #3 7 I I I I I I I I I I LL - -·---------7 I I I I I I I I I I I I I I I I I I I I I lJ.. -- IRRIGATION PLAN -TUSCANY OFFICE SUITES (RP 04-12) 3/ I G" = J '-0' 15 0 r-- 1 L_ 0-- OD ~ 2.0GPM 0.5GPM 3.2 GPM 1.2 GPM #4 #3 #2 #1 u D I I I I I I I #2 #1 '"'" B1· " -----0 IRRG 81• -cl-rrh---rh-lrh-----------. I I I ~I f---_ -_::.::._-_-_::.::..=-.=-_ f--__ -_-_-::--_::.::..=-.=-=.. ~--_-::_-::__-_-_::.::..=-.=-_ l I I I I I I I I I I I I ----:tt1 II I I I I I II I I I I I ' ' #2 ~ - ~ ~ NOT USING RECLAIMED WAT ER + + \_,1// -0-/I'- ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY , .. , , _,VlD , ~,., I --2.•'l· 07 ENnl'.IEERING PLANCHECKER DATE CATE INITIAL tu w a:: l-oo z 0 (/') 0:: w u. u. w -, IRRIGATION NOTES: 1. ALL LINES, HEADS, VALVES AND RPBs SHOWN ARE PJAGRAMMATIC AND SriOLlD BE LOC.ATED IN F\.ANTI:R AREAS WHEN POSSIBLE. 2. PCJP-UP HEADS ARE REQUIRED ALONG AU. WAU<:5, DRIVEWAYS AND PATIOS. 3. All LINES UNDER DRJVEWAYS, WAl.i:WAVS, AND Oll-lER PAVED AREAS ARE REQlllRID 10 BE IN A 9:HEDUL£ 40 Sl..EE\/E AT 1a• 88..0W GRADE. 4. CHECK VALVES, IN~UNE TYPE OR IN-HEAD TYPE, ARE REQUIRED lN AU. DOWN SI...DA: HEADS WHERE RUN-Off IS POSSlBlE. 5. THIS lRRlGATION SYSTl;M JS IJ!;SIGNED TO BE RUN DURING NON-PEAK HOURS WHEN PRESSLRE IS AT ITS MAXIMUM, NON-PEAK HOURS ARE BEFORE 6 AM MO AFTER 8 PM. 6. PROVIDE Cl..EA.N SAND BED AND BACKFILL FOR PRESSURE MAINUNE (0) 3• 6ELON AND 6'' ABOVE Plff;; (MINIMUM). 7. lRRJGATION INSTALLATION IN GENERAL LIT1U1Y EASEMENT (G.U,E.) SHALL BE IN ACWRDANCl: WITH UTIUlYCOMPANIES REQUIREMENTS FOR MATERIALS AND MINIMUM SEPARATICN. 8. ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO TI-IE ARCHJTECT ANO TI-IE CARLSBAD MUNIOPAL WA TcR DISTRICT. APPROVED CON1RACT IWl<R.OW rumRS C1IN IE FOUND AT WWW.CJ.CARISBAD,CA.U5./PDFDOC.HlMLi'PIP==3..0 9. PIPE BElWEEN METER AND BACKFLDW PREVENTER SHALL aE "SCHB)UL£ K 1-tARD COPPER~. IO. THE CONTRACTOR SHAU. VERIFY AVAILABLE STA TIC WATa! PRESSURE PRIOR TO CONSlRUCTION. REPORT TO THE AACHITTCT ANY DIFFERENCE 13ETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND niE ACTUAL PRESSURE READING AT THE IRRIGAHON POINT OF CONNECTION, JN THE EVENT THAT PRESSURE DIFFERENCl;S ARE NOT REPORTED PRIOR TO START CF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE REQUIRED FIELD CHANGES WITH NO O!ANGES TO 'THE OONTRACT, 11. THE CONTRACTOR SHAU. MAKE APPROVED CONNECTIONS FROM THE ELECTRIO\L SERVICE POINTS TO THE WITROU..fR'5 IN ACCORDANCE WITH LOCAL ELECTRICAL CODI: AND UTUTY COMPANY REQL.IIREMENTS. 12. IRRJGATION DESIGN LAYOUT IS DIAGRAMMATIC. PIPJNG, VALVES. AND EQUJ.PMrnT SHOWN WID-UN PAVED AREAS FOR OARJFICATICH ONLY. INSTALJ. PIPING AND VALVES IN PLANTING AREAS UNLESS NOIBJ OTl<ERWl~ LOCATE REMOTE CONlROI. AND QUICI< COUfJUNG VAVf5 12 INCHES AWAY FROM HARD9CAPE. 13. CONTRACTOR SHAU. FAMJLJARJZE HIMSELF WITH AU. GRADE DIFFERENCES, LOCATION OF WAllS, STRUCTURES AND UTILITIES. iHE CCNTRACfOR SHAU. EXE.ROSE EXTREME CAUTION, AND BE RESPONSIBLE FOR ANY DAMAGE, IN EXCAVATIONS AND WORK NEAR UTILJTifS. COORDINATE WORK WITH OTHER TRADES FOR THIE L0CA TION Of UTILJTIES AND THE lNSTAllATION Of PIPE SLEEVES THROUGH WAUS, UNDfR PAVING AND NEAR STRUCTURES, 14. AU. IRRIGATION SYSTEM COMPON!;N JS SHALL BE INSTALLED IN ACCORDANCE Wffii L.OC.AL CODE. CONIRACTOR SHAU. SECURE AU. NECESSARY PERMITS, INCLUOING PERMIT FEES. 15. CONTRACTOR SHAU SUBMIT SPEOACl!.TIONS, TECH.NICAL DATA AND WARRANTIES TO 'THE ARCHITECT FOR REVIEW. CONTRACTOR SHAU. RECBVE WRITTIN N'm:NN.. OF SUBMITTALS FROM lHE ARCHmcT PRIOR TO BEGJNNJNG OF IRRIGATION WORK 16. EACH ~OTE CONTROL VAi-VE SHAU. BE lNSTALLED IN ITS OWN VALVE. BOX (ONEV/iJ..\/f. PER BOX), 17. RE.MOlc CONTROL VALVES SHALL BE INSTAl.il:D Thi MANIFOLDS, WHERE POSSIBLE. THE I..ARG5r REMOTE CONlRCl. V/J.J..VE SHAU. aE INSTALJ.ED FIRST ON THE MAMFOLD, TRANSIDONJNG TO THE SMALl.EST VALVE LAST ON THE MANIFOID. THE UNE SIZE OF THE SUB-MAIN SUPPLYING THE MANIFOLD SHAU. BE THE SAME SIZE f1,S lHE PRESSURE MAIN LlNE. 18. SPARE CONlROL WIRES SHAU. Bf RUN ALONG EAO< MAIN UNE BRANCH FROM THE CONJROIJ.ER TO Tl£ RJRIHEST VALVE MANIFOID. BUNDLE ANO TAPE 10 FEET OF ADDm□NM. WJRE AND INSTALL IN A RJLl BOX ADJACENT TO VALVE MANJfOL.D. REFER TO SPECIAL eROVJSJONS FOR NUMBER OF REQUIRED SPARE WIRES. 19. WIRES SHAU. Bf COLOR CODED PER SPEOAL PROVIS!ONS. 20. REMOTE CONTROL V/1!.VES SHALL BE INSTALLED IN PLANTING AREAS~ UNLESS NOTED OTHERWISE. VALVE BOXES SHAU. BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING OR CONCRElc aJRB. 21, WGA:Ji QUICK GOUPlJN, VA,L'fBi tT REMQ::i:i. CON+ROI llAl>'i NA MOO IJS AfiC-AS INDIC'ATED ON 1"..A.'6 22. ALL QUICK OOUPUNG \'ALVES 51 IALL BE SET ANe U6P I I T m P1AHf!FjG h1£i'S IN lB IHCI I RalmD \'!d;Y[ BOla:5. 23. ALL QUlel{ eGUP!:.ERS SI IMi: BE 1501..AfED 'h'm I "Fl l□R G\lm B'd::I... Wd::¥ES. 2.4. --Ml-NlMUM-SUB-MAIN UHE SlZE SUPPLYU.6 ~ QUIEK ESUPUNG V,ld.,'E:] IA!± BE ONE INetOlM1E lat 2S, NO SHARED USE Of IRRIGATION PIPE TRENCHES SHAU. BE ALLOWED WITI-l Oll-tER TRADES AND FOR INCOMPATABl.f USES, El£CTR1CAL CONDUIT SHAU. BE IN A SEPARATE OESIGT-lATEO TRENOI. 26. AT LEAST TI,HRE lNOIES Of IJERTICAL CLEARANCE SHAU.. BE JIWNTAINED BET¥IE8\I CROSSING IRRIGATION LINES. 27. NO PIFES SHAU. EIE INSTALL.EC PARALI.B. ANO DIRECTLY 0\16l ONE ANOTI-tfR , A MINIMUM Of 6 lNOiES HORIZONT,._ SEPARATION SHAU. BE PRO\IJDED BETWEEN PARAU.B... IRRIGATION LlNE:5 TO MJDN FORACX:ESSING AU. PIPES, 2B. SAND BEDDING Al'ID BACKFlll. SHAU. BE ?ROV!DED FOR All PRfSSLRE MAIN LINE PER 5PfCW. PROVISlONS. 29. DETECTABLE WARNING TAPE SHALL BE PLACED OVERAIJ. PRESSURE MAIN UNES, JO. NO ON-GRADE PIPING SHALL II: lNSTAIJ.EO. 31. COORDINATE IRRIGATION WORK WITI·l Pl.ANTING PLANS ro AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANTING PITS. 32, IRRIGATION PJPES AND CONTROL WIRES UNDER VEHia.JLAA PAVING, CONatETE SIOEW'ALKS AND DRIVEWAYS SHAU. Bf INSJ"ALLEO IN PVC SCHEDULE BO SLEEVES. SLEEVES SHALL BE AT LEA.ST TWICE THE DIAMETER Of TI-£ PIPE OR WIRE BUNDI£ TO BE rna.osm, WITH A MlNllMUM 2-INOi SIZE. SLEEVING LOCATIONS SHAU. BE MARKED AT EADI END AT rnE TIME OF INSTALLATION Wini AB RASS PIN ON TH£ BACK FACE Of n-tE OJRB, OR ornER SIMILAR APPROVED MARKING, 33. BACICfILL MATERIAL FOR IRRIGATION TRENCHES 51-tAl.L Bf CLEAN AND FREE Of DEI3RIS, LARGE ROOS ANO OBlfCTS WITH SHARP EDGES. FINISH GRADE OF ALL TRENCHES SHAU. WNFORM TO ADJACENT GRADES wrrnour DIPS, SUNKEN AREAS, HUMPS OR OTI-lER IRREGLJLARITIE'S, 34. IRRIGATION SYSTEM IS DESIGNED FOR USE WJTI-l POTARLE WATER. JS. CONTRACTOR SI IAll ARRANGE A PRE·INSTALLATION MEETING WITH n-tE AAOHTECT AND THE DPJP IRRIGATION MANUf,eQlJRER'S REPRESENTATIVE PRJOR TO INSTALLATION OF SUBSURF.ta: DRIP SYSTEM. 36, IN.5TAL1ATION CJ= ORlf IRRIGATION SHAU. CONFORM TO RAINBIRD LOW VOWME lAND.9:APE IRRIGATION DESlGN MANUAL, LAresT EDITlON, CONTRACTOR SHALL OIITAIN A COPY Of mE f'-W,IUAL PRIOR TO TI-IE PRE-l!IISTAUATION MEETING. 31, IRRIGATION EQUlPMaIT ANO PlPlNG LOCATED IN PUBUC RIGHT-OF-WAY AND urn.J.TY EASEMENTS SHALL BE INSTALLED lN AODRDANCE WITH lJT1l.lTY OJHPANJES' REQUIREMl.;NTS FOR MINIMUM SEPARATION AND MATERIAl.5. 38. CONl'RACTOR SHAU. DIST"AI.L CHECK VALVES IN SY'STEM PS REQUlRED TO PREVENT DRAINAGE FROM SPRINKI.ERS WHEN SYSTEM IS NOT OPERATING, TI-JERE SHALL BE NO LOW-HEAD DRAitOOE AFTER SYSTEM SHUTDOWN. PRESSURE LOSS CALCULATION: VALVE2 rRESSURE PSI CTIY 70 MffiR -0,3 BACKFLDW -IO MAINLINE 0 -0.84 VALVE -2.5 50' CLASS 315 PVC 0 -0,15 SUBTOTAL W/ P/LOSS -55.21 X 10% FITIINGS 0 -5,621 TOTAL W/ P/L.OSS :il.~89 SPRINKLER HEAD LOSS 0 -30.00 TOTAL PRESSURE LOSS 49.411 APPROVED FOR PLANTING 11AS BUILT11 AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SHE6ETS I PLANNING DEPARTMENT TUSCANY OFFICE SUITES 2753 JEFFER50N 5TREET -CARLSBAD, CA :!2008 Af'N: 203-1 I 0-14 11z1 g:-~.;,:ft: I -t-lo-01 DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INIT.AL DATE INITIAL ---CHKD BY: REVISION DESCRIPTION RP 04-12 4397L ENGINEER Of WORK OTHER APPROVAL CITY ArPROVAL RVWD BY: • C-225 31 0 RCNCWAL DATE ~w i&:~~ ~-."' ~-~ ~ ~) IE _, ~ -v: IRRIGATION PLAN • N D N ~ < u m• ~: ZN UrJ z~ w~ ·c I-. w~ c-z Q 0 " • • • • 1 . 05/30/2006 2. 09/□ l /2 □□6 3. 11/21/2006 4. 0 1 / 1 9/2 □□7 5. D 1 /29/20 □7 ..J □B: 200337R TUSCANY □f'f'ICE SUITES MA.J □R REDEVELOPMENT PERMIT 04· 1 :a CARLSBAD L-3 ~ ·-0 I --J I {OIJT"SIDE WAtl _j G) MODULAR liYBRID CONTROLLER: RAIN BIRD ESP-4M IN5!DE WA!.l MOUNT @ I . 5-INCH PVC SCH 40 CONDUIT AND FlTTI NGS @ 'MRE5 TO REMOTE COITTROL VA,VES ©JUNCTION BOX ® 1 ,i~cp'/:i(':;f~ ~D~Fl? CONDUIT 'OUTSIDE WAIL _j 1 G)STAN~AR.D MODULE FOR 4-STATION CONTROL.ER 2 @ WIRE5 TO REt,OTE CONTROL VALVE(S) 9 MODUlAR HYBRID CONTROLLER-ESF' MODUlAR SERIES SCALE, NTS L-DT-IRR-0I4 WIRES TO CONTROLl£Rj=====dJ''' WALl---.._ NOTE5; MOUNT RAINBIR.D CO. RAINCHECK ON ANY 5URfACE WHERE IT WIIL BE EXPOSED TO UNOBSTRUCTED RAIN FALL, BUT NOT IN THE FATH Of 5FRJNK.1£R SPRAY 10 RAIN SENSOR SCAcE , NTS L-DT-IRR-0D ID FEBCO BGOU ---------------- RED'JCED PRE55J'sf' -------BACKADW A55EMBI.Y, ---.,. OAE ffcr'-i-rcr-, COr'J-'tR OR BR.A.55 NIPPLE, TYr T'f,Pf K. HARD COFFER OR. lYPE L HARD OOPPER. / OR BRASS RISER, lYP 2~• IRRIGATION NATE~ METER COFFER OR BRA55 90" E..BOW WI SOLDERED JOINTS OR THR.EADE'.J FITTINGS. TYf MAX 36" MAX .. ( PUBLIC RIVA0 E CON5UICER'5 RE5PONSIBILl1Y TO BE INSTALLED PURSUANT TO MUNICIFALi::bDE 900K 14.0B.O I 0,400 I-SEC 5 f TITLE I 7 OF ThE CALIFORNIA ADMINISTRATIVE' CODE' 11 BACKFLOW DEVICE SCALE: NT5 EXPANSION COILS @ WIRE CONNECTIONS. 10 WRAPS AROUND A½" PIPE PENTITI: CONNECTIONS AUTOMATIC- CONTROL VALVE SCH ll0 RISER FINISH GRADE-J • BELOW VALVE BOX IN LAWN'-2" IN 5I1RUB AREAS, CURB OR A5t'HALT f-'AVING NOTES: PVC MAINUNE L-DT-IRR-0I7 I. TAPE CONTROL WIRf5 TO MAINUNE I 0' OC 2. U5E fEFLON TAPE ON AUL THR!:A'.JED JOINTS 12 DRJF' CONTROL VALVE A5SEMBLY SCALE , NTS L-DT-IRR-0 I 2 ) SCH 40 FVC DOWNSTREAM FROM REDUCED PRESSURE BACKr'LOW A55EMBLY. 1YP CONCRETE THRUST BLOCK, TYP NOTE5 ~ " "' "' :i :, 1'J - I . T1ERE ShAIL BE NO FIT1"1NG5 OR CONI\JECT1DN.5 BETWEEN THE METER AND THE BAC!'J'LOW A55EMBLY. 2. DO NOT INSTALL IN AN AREA SUBJECT TO FlDODING. PLA51IC VALVE BOX WI LOCKJNG COVER Y-STRAINER, RAINBIR.D RBY075MPTX PRESSURE REGULATO RJ\lf>,jBIRD PSI M40X-I 00 5 6 7 8 • • • ' A ' • ' ' <.'! lll[!!Ill i 11[[[ z ' > I (.) " 1=~ =[]-- " "' IIIITTJ:!I m tt---------2 ,. :'i !:' C, JllITT)l:1 11 IIII >' II 0 I: , l; lllifiUI =1 ~@ .. 3 ,J 111--Ill -111= " . ~I ;z ~-111[]]:m N:, "' 4 "' "' -di- 5 "'t 11i~TTI= --G 12' -, I . HARDSCAFE. [li'P) 2. CUEAN BACKFILL-90% COMPACTION RECUIRED-SEE SPECS 3. 5AND, (]Yf') 4, NON-PRESSURE LATERAL UNE'/ SLEEVE (SIZE PER CHART) 5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE FER CHA[([) G. PRESSURE SUPPLY UNE;I SLEEVE (SIZE PER CHART) NOTES, I , ALL 5LEEVE5 TO BE SCH 40 l"VC, UON, 2. ALL SLEEVES UNDER VEHICULAR FAV:NG TO BE SCH 80 PVC, UON. 3. SIZE ALL SLEEVES FcR NOTE'/LEGEND ON ."LA ~5. 4. El/TEND SLEEVES I 2" BEYOND EDGE OF HAR.DSCAPE ON BCTH 'XJS 5. RECLAIMED WATER 5LEEVE5 TO BE MINIMUM 42"-41l" DEEP (0~ PER WATER DISTRJCT STANDARDS) WhtRE APPLICABLE. SLEEVING SCALE : 1 " = J '-0" L-DT-IRR-005 ,~ ___ 2~-----< --=->---- 4 G-s 5 ~1 Jc:1=-==___:_:_::_: _____ ____ l. SUP BASE SOCKET OVER END OF WIRES 2. 5TR!P \,VIRES APPRO)( 3/4," FR0\11 ENDS-TWIST TOGETl7ER 3. APPLY SEALER TO OUTSIDE OF 5!:ALING PLUG AND FILL CAVITY W1T'i SEA~R 4. FUT CRIMP EN~ OVER WIRJ' ENDS-CRIMP SLEEVf AND CUT OFF EXCESS WIR!' 5. PULL BASE SOCKET OVER ENO OF WIRES A5 FAR AS P0551BL£ b. PU5H 5f:ALJNG PLUG INTO BASE 50CKf:1 7. PU5-H WiRES TO t:ND OF 5A5E. 50CKE'.T TO INSURE CC.JMPLtTE 5E:ALING OF CONNECTION I\. COMPLETED WATERPROOF WIRE CONNECTION WIRE CONNECTOR SCALE I NTS L-::>T-IRR-OOb 30-INCH LINEAR LENGTH OF WIRE, COl.l'J WATERPROOF CONNECTION: M:N OIRLl SPLICE-I ( I Of 2) .,----1'.J TAG: RAIN BIRD VID 5ERIE5 ,..---VALVE BOX WITH COVER, RA:N 13JRD VD-5TD .,,,,,,,,----+:::_,.L-r~;;;.~--flt-,5H GMDE'/TOF Of MULCH REMOTE CONTROL VALVE, RAIN BIRD 075-DV _,---PVC: SCH ao NJF'F'LE (CLOSE) ..--PVC SCH 40 ELL PVC SCH BD NIPPLE (i-ENGTH f.5 R.EQUIRED) >H~l,..--BRICK I I Of 4) LJ'""--c,,,_..--5CH 80 NIPPLE: (2-!NCH LENGTH. ~--'--'-'----'.--'.-'r-1 HIDDEN) AND SCH 4D EIL PVC MAINLINE PIPE f'VC SCH 40 TEE DR ELL --l''VC SCH 4D MALE ADAl'IER ~--,-v,c LATERAL PIPE 3.D-INC~ MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL DV SERIES O75-DV REMOTE CONTROL VALVE ASSEMBLY 5CAIE, NT5 L-DT-IRR-0I8 1 I, 2. 3. 4, 5. G. 7. 7 1,m -lll=Jli-' I 4 G "' - 2 NOTES, FOP-UP SPRAY Hl'AD Pl'R LEGEND PVC SCH 1\0 t,IPFLE-12" MIN LENGTH PVC SCH 40 ST'sf'ET EIL-TXT MARLEX ST'sf'ET Ell-TEXT rvc SCH 40 lP.TERAL LINE FJTTJNG LAlcRAL LINE l"ER EQUWMtNT LEGEND FINJSH GRADe: USE TEFLON TAPE ON AUL NON-MARLEX MALE PIP!' THREADS FOR PVC TO PVC CONNECTIONS. SET PERIMETER liEAD5 l" 2" FROM EDGE Of WALK. WALL. OR CURE. ETC. AIL FllTINGS FOR SWING JOINTS t,UST BE SAME SIZE A5 INIJ:'T ON 6A5E OF H!.:A.D. 1.ATERAI.. LINE FITTING OUTLFT SHALL BE SAME SIZE A5 Hl'AD INLET. TURF F'OF'-UF' HEAD SCALE : 1 • = I '-0" L-DT-IRR-00 I ~---RAIN BIRD XER.1-BUB61£R 1/4-INCH TUBING, POLYfiHYU::NE D15TRIBUTION TUBING RAN BIRD FT-025 OR VINYL DISTRIBUTION TUBING RAN BIRD DT-D25 [IYPICAU TOP OF MULCH POLYf,EX RISER; RAIN BIRD FFR 12 (J"NGTH A5 REQUIRED) -INIS.ri GRADE J"-----F:-IL!:X Rl:3il:R !3TAICJ:: ~N BIRD Pfl'/R.5 ~=='-=-~~~3 'k_~• TROrlT rRESSURE RtGULATOR, -RAN BIRD l"R.5-050-30 ~-__,,'VC 5Cr1 BO CLOS?: NIPPLE ---s,VC LATERAL FIFE ~-----3~~ftr~ ,io J~~'b~IL 3/4 -INCH WASHED GMVl'l NOT[: I. SEE LOW-VO~UME LANDSCAPE IR.RIGATION DESIGN MANUAL (D3;J030D) FOR EMITTER. PLACEMENT. 2. COIL ADDITIONAi 9-INCrlES Of TUBING IN VALVE BOX TO FACILITATE MAINTENANCE. 2 3 4 XERI-BIRD 8 WITl1 BUBBLERS IN VALVE: BOX-XBD-80 SCALE: NTS L-DT-IRR-0 I b ~~~~~xx~~~r-3 L.-----4 5 m,.----. J -----= , = = ITT I . FINISH GRADE 2. CLl:AN BACl'.flU.-~0% COMl'AC...-TION RJ:OUIR!:D-5EE 5PEG5 3. NON-F'R..E55URE LATERAL LINE F'ER LEGEND 4. PRESSURE 5UFPcY LINE :'ER LEGEND 5. CONTROL W!RE5-INSTALL BELOW PRESSURE 5UFFLY LINE G, PROVIDE 2" OF CLEM SAND BELOW PRESSURE MAINLINE NOTES, BUNDLE AND TAPE WIRES AT I 2' OC. PIGTAIL AND LODF' CONTROL WIRES AT ALL 9-0 DEGREE CdANGE IN DIRECTrON. 5f _ICING Of WIRE RLNS 15 NOT AILOWED UNLESS APPROVED BY THE Cl1Y, 3G" MIN COVER 15 REQUlRED FOR RECLA MED WATER MAINJNE (WHERE APPLICABLE). INSTAIJ. IX I 'XI' THRUST AT ALL C'iANGE5 IN DIRECTION OF PRESSURE MAINUNI' AND AT ALL TERMINAL POINTS OF MAINLINE. TRENCHING 5CALE: I"= l'-0" L-DT-IRR-004 PLANTING NOTES: 1. 2. 3. 4. 5. POSITIVE SURFACE DRA[NAGE (2% GRADE) SHALL BE PROVIDED AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. FINISH GRADE SHALL BE A M[NJMUM OF 2" BELOW CONCRETE. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLffiON OF PICK-UP WORK. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLAT[ON. PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTilY DESIGNATED. THE CONlRACTOR SHALL FURN[SH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR PLANTING Of ALL PLANT MATERIALS, THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERJAIS UPON THEIR ARRIVAL AT THE SITE. 6. GROUNDCOVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUB MASSES AS SHOWN ON PLAN. 7. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. 8. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE ARCHITECT /LANDSCAPE ARCHITECT. 9. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE SUBCONlRACTDR. SAMPLES SHALL BE TAKEN UPON COMPLETION OF ROUGH GRADING AND SENT TO THE LAB. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE ARCHITECT/LANDSCAPE ARCHITECT UPON COMPLETION. 10. SO[L TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: • ORGANIC MATTER CXJNTENT. • N, P, K • pH • EC • SOIL TEXTURE (SILT, UAY, SAND) • RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. 11. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED [NTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 12. PRODUCTS SPECIF[ED BY PRODUCT NAME BY THE SOIL LAB [N THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CTTY. 13. THE PLANTING PITS FOR TREES SHALL BE EXCAVATED TWICE THE DIAMETER Of THE RCXJTBALL, WITH A MINIMUM OF 12" FROM THE BOTTOM Of THE RCXJTBALL TO THE BOTTOM OF THE PLANTING PIT. THE BACKFILL MIX FOR USE AROUND THE ROOT BALL OF ALL TREfS AND SHRUBS SHALL CONSIST Of THE FOllOWING FORMULA: • 6 PARTS ON-SITE SOIL • 4 PARTS ORGANIC AMENDMENT I'S PER ABOVE SOIL PREPARATION • 1 LB./C.Y. 12-12-12 FERTIUZER • 2 LB./C.Y. IRON SULFATE • 10 LB./C.Y. AGRICULTURAL GYPSUM 14. TH[RTY (30) DAYS AFTER INSTALLATION, ALL LANDSCAPE AREAS SHALL BE FERTILIZED WITH BEST FERTIUZER COMPANY 16·6-B OR APPROVED EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. FERTILIZER APPUCATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. IS. 16. 17. PLANTING DETAilS • FOR ALL GROUNDCOVER PLANTING, SEE DETAILS, SHEl'T L-2 • FOR ALL SHRUB PLANT[NG, SEE DETAilS, SHEl'T L-2 • FOR TREE GUYING, SEE DETAILS, SHEl'T L·Z • FOR PALM PLANTING, SEE Dl'TAILS, SHEl'T L-2 • FOR VINE PLANTING, SEE Dl'TAilS, SHEl'T L-2 FERT[LIZER TABLETS SHALL BE GRO-POWER, 21 GRAM TABLETS (20·10·5) IN QUANTITIES PS RJLLOWS: • 1 GALLON CONTAINERS = I • 5 GALLON CONTAINERS 3 • 15 GALLON CONTAINERS = 4 • BOX MATERIAL a USE 1 PER EACH 4" OF BOX SIZE PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL A SECOND SOIL AGRONOMY TEST SHALL BE TAKEN AFTER SOIL AMENDMENTS HAVE BEEN MIXED IN AND PRIOR TO PLANTING TO CONFIRM PROPER AMENDMENTS HAVE BEEN [NSTALLED. 18. ALL SHRUB AND GROUNDCOVERAREAS SHALL RECEIVE A TCl'-DRESS[NG OF 3" THICK "REDWOOD SHAVINGS" MULCH. SUBMIT SAMPLE TO ARCHITECT/LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 19. INSTALL ROOT BARRIER TO ALL TREES WITHIN 5' OF PAVING OR BU[LDJNG, AND TREES PS SHOWN ON Pl.AN. ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL REFER TO DETAILS, SHEET L-2. 20. PRIOR TO THE [SSUANCE OF ANY CERTIFICATE OF OCCUPANCY, IT SHALL BE THE RESPONSIBIUTY OF THE DWNERS/PERM[TTEE5 TO INSTf,J_J_ AUL REQUIRED LANDSCAPE AND OBTAIN ALL REQU[RED LANDSCAPE [NSPECTIONS. COPIES OF THESE APPROVED D(X:UMENTS MUST BE SUBMITTED TO THE CTTY. 21. IF ANY REQUIRED LANDSCAPE (INCLUD[NG, BUT NOT UMITED TO, EXIST[NG OR NEW PLANT[ NGS, HARDSCAPE, LANDSCAPE FEATURES) INDICATED ON THE APPROVED PLANS [S DAMAGED OR REMOVED DURING DEMOLITION, IT SHALL BE REPAIRED OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS WITHIN THIRTY DAYS Of COMPLET[ON OF CONSTRUCTION BY THE PERMITTEE. THE REPLACEMENT SIZE OF PLANT MATERIAL AFTER THREE YEARS SHALL BE THE EQUIVALENT SIZE OF THAT PLANT AT THE TIME OF REMOVAL (THE LARGEST SIZE CXJMMl'RC[ALL Y AVAILABLE OR AN INCREASED NUMBER) TO THE SATISFACTION OF THE CTTY. 22. 23. ALL REQUIRED LANDSCAPE PLANT MATERIALS SHALL BE MAINTAINED [NA DISEASE, WEED AND LITTER FREE CONDITION AT ALL TIMES. SEVERE PRUNING OR 'TOPPING' OF TREES IS NOT PERM[TTED. THE TREES SHALL BE MA[NTA[NED IN A SAFE MANNER TO f,J_J_(JN EACH TREE TO GROW TO [T'S MATURE HEIGHT AND SPREAD. ALL LANDSCAPE INSTALLATION SHALL BE MAINTAINED IN ACCORDANCE WITH THE CTTY OF CARLSBAD'S LANDSCAPE MANUAL. 1E;,, ·s SIGNATJRE REQUIRED ON PAGE 1 ONLY '"PPRS)ViD r J '-.: zrtro? APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS BUILT0 TITLE DATE REVIEWJ:D BY: l=E-NGt~EERING PLANCHECKER DATE IN5FECTOR DATE I sH!ET I _c_IT_Y __ o_F_c_A_R_L_s_B_A_D~ I sHE5ETs I 1------+----+-------------------+----+---+---t----f .. _ PLANNING DEPARTMENT c-----j-----j-----j----~ ,_ __ +----------------------f---+----- IAPn--~~r PLANNING DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DWN BY: DATE INITIAL DATE INITIAL CHKD BY: 01HER APPROVAL CITY A?PROVAL RVWD BY: TUSCANY OFFICE SUITES 2753 JEFFERSON STREET CARL5BAD, CA 9200B APN: 203-110-14 4--~l~if: PROJECT NO. RP 04-12 ----. - -t,.-~-07 DATE DRAWING NO. 4397L I -~: a:~ ~-. u ~-~ ;) ~~: 'V: IRRl13ATl □N DETAILS PLANTING NOTES • N C N ~ • 0 m• ... t. ZN -, 0~ z,n ~ .. ·□ ~ .. m,_ c-z C 0 ~ m N m .. 1. 05/3 □/2006 2. 09/01/2006 3. 11/21/20 □6 4. 01/19/2007 5. 01/29/2007 .JOB: 2O □337R TUSCANY □F"F"ICE SUITES MAJ □R REDEVELOPMENT PERMIT □4-1 2 CARLSBAD L-4 PLANTING SPECIFICATIONS 02900 U.Na5CAPIN& PART J-GENERAL 1,01 GENERAL OONOITIOltl: THE REQUIREMENTS OF THE 'GENfR/1.1• CONDITTDNS OF THE CONTRACT" AND OF DMSION 1, "GENEAAL REQUIREMEl'(JS", 5tW1 APPL'l'lO Ml. WOOK OF THIS SECTION WITI, TI£ SAME FORCE ANO EFFECT M, 1HOLG-! IW'EATEDlN FULL 1-ERErN. 1.02 SUMMARY; A. SECllON INO.UJESJ SOIL PREPARATION AND ~ERDLlZATION. 2.. Pl.ANTIMG 0PEMTICINS. l. LANDSCAPE PLM:TlNG MATERJALS 4. IMP0~1 E:O TOPSOIL AND PU'WTER MD(. 5, DRAINAGE MATEJUALS JN OONTAir(f:RS. Ii MAINTENANCE. a, PROVIDE WIDSCAPE PJ\NTINGS IN TI-IE AREAS SI-OWN ON DRAWlr«.S WITH PLANTS IN A J-.EALTff, \n.GOR:}JS GROM NG CONDITlON. ITEl1S NOT SPEaFJCAU.Y 5:-tOWN IN DRAWINGS DR SPECIFIED, BUT NOP.MALLY REQUIRED TO CJN:CRM Wffil ~ INTENT, AAE CONSDERED PART CFTrE WO"" C. INCLUDE LABOR AND EQUIPMENT REQUIRED TO P ..ACE, AMEND, AND FINE GRACE THE SOIL INUU~ THE COST OF FERTII..IZERAS Sl'EOFJED, IF TH~ c'INAL SOILS AIIW. YS15 RESULT'S IN A. C!-AIJGE 10 TI-£ SPEOFIED AMENDMl:NTS, A.CHANGE ORDl:R WIL!. 11E 1$UED. D. RELATED SECTIONS:: 1. SECTION OlBW-IRRIGATION ~"'tSll:MS. 1.83 REFERENCES! A. AMERICAN JOINT COMMITTEf ON HO::tlJCULTURE NOMfNc:.A.lURE (AJ:HN): 1. STANDARDIZED PLANT NAMES, LATEST E!llllON. B. AMERICAN ~TI0N OF NUR.SERYMEN,lNC. (MN): l. AMERICAN STAM:lARD FOO. NUiUi:RY srco:, LA11:STB)ITI0W. C. ST"MDAIW SPECIFICATIONS FOR PUBLIC WORKS CONSTTUJCTlON, STAW OF CAUFOlNLI.. 0. AGIUQJLTURAL CODE a= OOFORNIA. 1,04 SUBMITTAUil: A. PRODUCT DAIA: SUBMIT Cot-1PLrn um [)f MATflUA.LS PROPOSED FOR USE, GMNG THE MANUFACTURER'S NAME, CATAL.OG NUMBfR.ANDCATALOGCUTFOO.;AO'! lTEM WHERE APP!.JO\BU:, B. SlJBSlITUTI0NS: 1, IF Am Pl.ANT SPECIFIED IS NOT CIBTAINABLE, SUBMIT A. WRITTEN SUBSTTT1m0N 11.EQ.J!:ST ffi11-IE A.ID-IITECTll.RING THE B1DDJJ«i ?E.:UOD. 2, SUBSTITUTIONS OF ~LANT MATEIUALS WILL NOT Bl; PERMITTED UN..ESSAI.Jll-lORIZB) 61' Tit: IWJillK'f, C. SELECTION, TAGGING ,!,NO ORDERING PLANT MA.TERIAL~ 1, SUBMIT A REQUEST FOR JNSPECTIDN AND OOUIMENJA!ION 1 0 ARCHITECT AT lJ;A5T ONE M::itmi PRIOR TO START OF I.N'iDSCAPE Pl.ANTING WORK THAT ~LANT MATERIAL HAS BEEN ORD!:RED. 2. PLANTS 9--IA.LL BF SUBJECT ID JN9>ECTIDN AND REJECTION BY ARCHITECT AT PI.JCE OF GRCNmi, J>HDAFTElCEI.JVEFtV. D. IMPOO.TEO TO~L: 1. FURNISH TI-E SOURCE OF IM PORTT:D TOPSOll ffi THE ARCHrTECT FOR M'P . .rNf,,/... 2. SUBMIT TEST RESULTS AND SCHEDUL.f OF REC:>MMENDl:D SOIL AMENDMEl>IT AOJUSTMENTS TO AACHITECTFOR. RE\4EW. E. AGRONOMIC SOILS 11:ST REP:iRT: Ito ACCO'l.DANCE WITH REQUIREMENTS, SUBMIT REPORT TO ARCHITECT PRIOR ID PRPA~TION OF ~L AMENDMHIT OR OROCRJmi PLANT MATERIAI- F. CERTIFID,T6: l, HOI.D CERTIFIDI.TES/ RECEIPTS FOR THE FOLL:>wING ITTMS UPON 0EU\IERY IDll-EJOO SITE fCR THEAR0-11.ll:CTS POTENTil'L REYIEW: A, QLWITTTY OF COMMERCIAL FERTILJZERMO0RGA..'UC FJ:RTILIZ[R B. QUJ\NlITY OF S::,JL N>'IENDMEN'IS C. QIJA1'1TTTY OF SEED. D. QUANTITY OF OTHER SOIL ADDffiVES PlaR AGRONOMIC SJ!l5TESf REPORT. 2. SUBMIT WRITTEN CERTlflCATE OF H'l'DR.OOEEJI~. 3. SUBMIT CERTIFICATE Of DEL.NERY or CTM"AINrn OR BULK MATERlAl..5. 4. SUBMIT WRITTEN CERTIFICATE OF9l!L BM.ANCE. s. 5UBMJT WRITTEN c;RllflCATI0N Of QUANTITY AH) QUALJTY or PLANT MA.TERW..S. G. PflE-lNSTALI.ATI0N CONFERENCE; PROVIDE A WRITTEN PRD1ECTl:0 P!ANIING SCHEDULE NOTING lH!: ESTIMATED COMPi.ETION DA're, NUMBER OF W0RKlf"«i DAYS REQUIRED, ANO SPECTA.L COOROil---'TI0N REQLJIR.i:MENTS. 1.05 QIJALITY ASSURANCE: A. P[ilf0RM WclRK JN ACCORilANCE WITH ALL APPUCA3LE lAWS, co:ies, ANO REGJJ.ATI0NS REQIJIII.ED BY AIJTl70RITIES HAVING JLIUSDICTIOO :'.>VER SUCH WORK AND PRO\ltDE "OR A.LI. INSPECTIONS AND PERMITS REQUIRED BY AlITHORITl:S IN FURNISHING, T'RANSPORTING,ANO ltE'T)\J.:.ltG MAITRIAIS. S. TEST SOIL SAMPLES AFTER EIL\DING OPERATIONS ARE ctl"IPLETE,AT9.J9CCM'RACTil'.'SEXPENSE. C. MATERIA.LS SliALL CONFORM 10 TrlE REQUIREMENlS OF THIS SfCTI0N, t.ll6 DEUVER.Y1 SJ0RAlif., AND HANDUNG: A. HANDUNG PLANTS: HANDLE PLANTS IN A MAN'tER TO AVOID ANY DAMAGE TO THE PLANT. PROTECT P.ANlSfRCJ,t SJN DR DRYir«:iWINlJS. Pl.ANTS T.--IAT c,.NNDT DE PLANTED IMMEDIATELY ON DE..IVERY SHALL SE KEPT IN THE SHADE, WELLP.11.0lECTED, AND ADFQUATELYWATERED. B. RfTAIN A CERTIFICATE DF DEUVERY SUP FOR EACH DELNCRY O'" MATERIAL IN ID'ITAINERSl:R IN BUUC: FOR THE ARCHITECTS POTENTIAL REVIEW. CEIITTFICtlTE SI--Al.L STATE SOURCE, QUANTITV, OR WEIGHT, 1YPE AND~ygs, AND [}t.lE OF ll:!JVER.Y. 1,07 PROJKT CONDITLONI: A. PRIOR lO E)(CA.VATION FOR PLANTING OR ~LAOWG OF STAKES, LCCA.lE UTILITIES, El.ECTTUC CABl.fS, CONDUITS, 5PRINKLERLINf$, HEAai VA:.YES, AND Vl>J..1/f CONTROL WIRES SO TI--lAT PROPER l'll!:CAUTIDNS MAY HE IAK~N NOT TO DIIMAGE 51.10-IMPRrNEM.3f!S, IN Tit: EVENT OF A CONFUCT Bl:!WEEN SUCH UNES AND PLANT LOCATIONS, PROHPllY OOTIFY lHE AROiJIB:TTO AARANGE FCR RELOCATION CF 0~ OR THE OTliE,\ FAlWRE TO FOLLOW THIS PROCE0UR£ PLACES THE RESP0N51BlUlY ON THC C0NTIOC'IOO FORMN,;J.NG REPAlRSAT HJ$ EXPENSE FOR Ol>.MAGES RESIJlllNG FROM W0RKHEREUJ,DEA.. B NOTIFY ARClilTECT lN WRITING OF SOIL DR. :JRAINAGi: CONDtllONS ENCOUNTERED OUIUNG PLANTING OPERATIOt-.SltiAT ARE DETlUMEtrrlt TO GROW'll-l OF PLArff MAlERUII.. 1.0B WARRANTYI A. P.ANT MA.TE:uAI.! 1. PLANT MATERIALS FURNISHED OR RB.OCATED UNDER THIS SECTION SHALL SE WARRANTED IN WRilING, FOR.APBIOD IT 1 YEAR FOR OOXED 1-',ATERIAL, 3 MONTHS FOR ALL OTHER MATERIAL, FROM THE DATE OF "JNAL ACCEPTANCE FORM.I. MATER™, ~NSTIMPROf'!:R lNSTAI..ATI0N, AND AGAINST DEFEC11Vf, UNSOUND, OR DISEASED CONDITT0NS"IX'T MAY N'l'EAR. 2. Pl.ANT MATERlAL SHALL SE GUARANTEED TO UVE AND GROW IN A HCAL lliY CON0JTICN FCR THE MlCM: PERlOOS, CQM~N□!E WlTHTIE ACCE?TANCE Of THE W0IUC AT THE C0.110.USION OF THE MAJNTENANCE. !)EAi) OR 09\IIOUSLY UNH=N.THY MAltl~ !:Hl,LLBE REPL>.CEOWIDIOUT DELAY, TI-IE OPINION OF Tl1E ARCHITECT WILL Be FIW IN DETERMINING Pl.ANT MAlERIAL lO EIE RERAC!:D DUE TOAN UNHEAl.lHYCONDm0N. l. UPON RECElPT OF WRITTfN NOTICE FROM OWNER OF THE !JEATii ::>F ANV WARRANTED ?.ANT MATE:RIM.S !J..IRING Tit: WARRANTY P!:RIOD, nfE SUWl:CT P..ANT MA.TEIUA'..S SHALL 61; PROMPTLY REPLACl:P wm, Tt£ SAME SPE□ES ORIGINAi.LY PLANTED, AND or A SIZE O..CHLY N'PROKIMAllNG THE 5IZE Of THE ?IANT If NORMAL GR0WTI-i HAD 0CCLIAAED SINCE' Tr£ 0?.IGINAL PLAN11"'6. REPLACEMENTS 51-JAJ..L 6E SUlllB:TID WE REQUIREMENTS OF THIS SPfCJF!CATIOO. <4. WrlEN PLANTS ARE RE.PLACED, AD\115£ THE OWNER IN WRlTING, OF THE NECESSARY ESTABL19-JMENT !>IAJNTl]WCC WlilOl Ml.ET IE l'ERFcl.~EO. 5. CONTRACTOR SHl\l.L NOT BE Ha..) UASLE FOR LOSS OF PLANT MATERIALS lhAT rlAVE r,vr BEl:N MAINIAlNl::D ~ER..Y !IYlHE OWNER. 6. THE EX?ENSf OF -~PLACEMENTSrW.I. IE =VENLY SHARED 6Y THE OWNERANDTHECOlfTRACTORIF REPI.Ml:MENTIS NEC~ AHl:R THE MAlNTENMCE PERIOD 5UT DURING TrlE WARRANTY PERlOO 7. REPLACEMENT SHALL CONTINUE TO BE MADE UNTIL CAOi PLANT li"5 SUOCES'>FULLY 5TABl.1~~ ll!iir ~OR THE REQUlREO GIJAAI\NTY PERIOD. PART 2 • PROOUCJI 2.01 MANUFACTURER9; A. DESIGN OF SOil.. AMENDMENTS AND FERTILIZEil.S IS BASED OW GR□ P0Wl:R PR0DtlCIS MANI.F,CWREO BVSOLITH;RN CN.IFORN!A ORG,,JilC i'ERTIUZER C0M?ANY, V14) 750-JeJO. B. MATERIALS SHAJ. BE TrlE PROD JCT Of ONE MANUrAClURER AND SHAU BE EITHl:R lHE ore. UPON Wlil0-1 TI-1E DeSIGN lS eASEDOR Tl1E PRODUCTS OF A MAIIJUFACTUREll ACCEPTED It. ADVANCE INNIDRIW£E WITH SECTION 016311. 2.02 MA TERlAl.SI: A. IMPORTED TOP!ml..! l. PROVIDE NATURAL, mm LE, FRIABLE S'.JJL FREE FROM 5TON1$, NOXIOUS SEEDS, WEE06, ROOTS, SUl!SOIL OR OTHER MAll=RIAL ORRlMENTN. 10 NOR.MAL PL.ANT GROWlli. 2. OBTAIN IMPORTED TOPSOIL rRDM UJCAL SOLIRC£5AO:EPTA5LE TOMOmCT, J. SILT PLUS CLAY C0t. lENT OF SOIL SHAU. NOT E)(CEEI) l5 PERCENT~ WEIGHT wm A.MINIMUM% Pr:Rei:NT PASSING A.2-0 MllilMJ::Ji:l{SlE\11:, <4. SAMPLES OF THE IMPORT SOIL SrW.J. BE SUBMITTED TO THE S::IILS TESTING LABORATORY FORANALYSlS, INT[Rf'REJATI0N, AND RECOHMENDATl0l,IS Pll!0R m Bl£NlJIN[i CRRIOCl'ILLJNG B. FERTILIZ:EfVSOILITNmlOIIER: 1. PROVI:JE COMMERCIAL Fl:RTIUZl:R, UJ'U.FORM IN COMF'OSITION., FREl:FLOWING, S!JJTABLE FORAPPUCATIONWJTI-1 A.?PROIIEO EQI.Jllfll:NT,AND 0ELl\'ERED TO SITE IN UNOPENED COl>ITAINERS, EACH FIJLLY LABELED ACCORDING 10Aff'UCABL£ FERTIUZERLAWS, AND BEMil'4!: TrlE NAME OR. MARK OF THE MANUFACTURER. GR0-POWERPLUS, OR.EQJAL 2. PIID\/lllE 16-6--8, 12.-12-12, 12-8-8, ANO 17-13-S, AS JNOO:ATED cY,I DRAWlt.GS. C. ~IC SOILAMEN.l:IMENT: 1, PROVIDE NITROGEN STABILIZED ORGANIC AMENDMENT Dr:RNED FROM REDWOOD So.WDLISf, FIR.So.WD.JST OIi. FINELYGROJND MCU:. Z. PROVIDf ORCiANIC SOIL AMENDMfl"lTS IN ACCOROAN:E Wffil PI.ANll/>li Pl.AN NOlES ON O-.AWlNGS. 0. ?IU:-EM.ER.GENT WEED CONTROL; R.ONSTA.11.-G, TREF\..AN, E!'TAIN, VEGITEX. OR EQUAL E. MULCH: l/'1-INCH SIZE NITROCiENIZED REDWOOD Q-!IPS, OR MEDIUM GRIND BARK MULO, /JSffiOOUCED ltr' KELLOGC SUPPLY INC., ORA?PROIIED EQUl'i,. f. PL/.NTING TA.BL£15: SHALL Bl: 21 GIi.AM TABL"TSAS MANUFAC"TIJRE□ JSYGMO POWER ORAPPP.Cr,IEI) EQu-L G. BACKFILL MDC FOR GBIIERAL USE St-'.ALL BE 1N ACCORDANCE'Wlll, TIE IUN11HG Pl.Ml l'OTES ct,I THE DllA.\14NGS. H. f){CESS SOIL SHALL BE REMOVED OR R~DJSTRIBUTI:D BEFORE APPUCATION OF FERTILIZER. WrERESOILJSro IIE RE!'LACED Br PLANTS, A.Ll.OWANCE SHALi. BE MA.DE SO THAT WHEN FINISH GRADJJ,K; HAS BEGUN, THERE SHALL BE t.00EFICJ8C'r' IN Tl'£ SPECIFIED DEPll, OF MULCl-ED PLANTING BEOO. 2.03 PLANT MA.TEllIAL!lt A. IOElffifICA.TION: l>IMT MATERIAL SHAU. BE TRUE TO TV!'f !\NO NOMENCLATURE IN AO:OR[W,ICE wrtl-1 AlCHIN STANDAA'.)IZED PLANT NAME'S. A.ND EACH BUN!li: OR PLANT Sr!AU BE .~R0PERLY 1D ENTIAED l,';JlH DUMl!LE, LEGIII.E LH3ElS. El. QIWJTY AND~ OF PI.ANlS! lN ACCQRQAN;:::E WITH RULES AND GRADING OF NJol AM!:RICAN STANDAAD FOR NURSERY sroo:, ».DAS~ ON THE DRAWIICS. l. T.-.EES, SHRUBS, VINES, AND GROUND C0\IERS SHA.LL :-!AVE A NORMAL 1--'.ABIT OF GROWTI-i AND SI-W.l. BE Sl.JND, HEAl.l}IY, I.IGORDUS,AND FREE FROM INSECT lhf"c:STATI0NS. 2. PWITS lW\T MEET THE MEA.SUREHENlS SPfCIFIE0, BUT 00 NOT POSSESS A NORMAL CONFIGURATION DR BAlJWCE IF HEIGHT ANO S'REIID, WllJ. BE REJECTEO. l, TREES ANO SHRUBS SHALL HAVE BEEN GROWN IN COITTAINERS OF TI-IE SIZE STATED ON DRAWI~.AfOSHAU. H.'\.'JE SI.IFACIENT ROOr.:i TO rOl.D THE ROOT BALL TOGETHER AFTER REMOVAL FROM CONTAINERS wmDJT BEING ROOTHDUNO. 1. TREES WILL EIE STRAIGITT AND~ UNIFORM SKA.PE WlT/-Cltrr clAMAGED, CROOKED, OR MULTIFtE LEADERS. TREES WJT1-IABAA5IONS OfTH: ailRJI:, SUNSC'\l.DS &. Dl5FIGUR1NG KNOTS WIIJ.SE REJECTED. 5, GROUNOCOVER Pl.ANTS SHALL BE GROWN IN FLAlS :JR.AS INDICATED ON THE lllv\WINGS. FI.ATGRCM'N PLI\NlS (ROOTcDCUlllNG'S) s-wJ. REMAIN JN Oll!GINAI. FlATS WNTIL TRANSPLANTING. SOIL SHALL CONTAIN SUFFIOBiT M01511HE ~ lli\TITWJLI. NIJJ" FAI.L/lJ>AKfWHEN UfTINCi Tl1f: PLAN~ C. LAWN: IN ACCOR.:lANCE Willi PLANTING Pl.AN 00 DRAWINGS. 2,04 WEED-CONTROi. BARRIEll9: A. POLYETHY _ENE SHE.:TING: ASTM D '1397, BLACK, 0.006-!N01-((I.JS-HM•) MINIMUM lHIO:NElS. B. NONWO\IEN FABRIC: ?OLYPR.OP'YLENE OR POL YESTfR FABRIC, 3 OZ.F-Q. YD (101 ~. M) MINIMUM. C. C0MPOSlll= FABRIC: WOVEN, NEE)LE-PUNCHEO POLYPR0PfilNE SU6STRA11= BONDEO TOANONWCtv'EN POLY?ROP\'l[N:C rAIRIC, ~.e OZ./~-YC (162 G/SQ. M). 2.05 ACCESSORIE!it A. WOOD TREE STAKES: LOIXiE POLE PlNE, FULi. TREATEC WITH C0PPERNAP'THANAlE WOOD PRESERIJATh'[ IN STRfCT NIDRDANCI: WITH FEtx:RAI. SPEC. TT·W-572 TYPE I alMPOSJTION II, 2." {MlNlHIJM NOMINAL SIZf) DJAMETERX 10' LONG, N)SP!.ITSTAKE5. B. ll[S: RIGID TIE STOCK AS MAI\I.JfACTUR.E0 BY \l,I,T. COMPANY (714) 871-.lJO!l, 0RAPPRQVE0E~ 5111: ASAPPROPRIA.TE C. STEEL GUY ANCHOR: 3/4" DIAMETER)( 36" STEEL VANE "5 MANU.'ACTURED aY MAXWEL1 ST!:EL CDMPANI' {Z13} 9'11-8785, 0RAPPRMD EQlW.. D. GUYING :1AAr.M'AAE: l. WIRE: PllAB~E !l GAUGE GAL.V/INIZEO. 2.. HOSE: 1j2" NEW RD98ERH::&. l. TLJRNEUCK!.E.5: GALVANIZE0 OR DIP-PAINTRl, SIZE f,S REQLDRED. <4. CABLE CLAMPS: GAI.\IANIU:D, SIZE.AS R.."QUIREI), 5. SA.FETT SLEE'd:: l/2." WHITE Poe FULL LENGlli OF WIRE. 2.06 SCURCI: QUAIJTY CONTROL:: A. AGRONOMIC S0JLSTESTING: 1, TAKE 2 SAMPLES Of SITE SOIL AT A DE!lfl-1 OF 6 TO 12 INCliES, WllHIN PRO?OSED PuWTir«:iAAEAS, AFJERO'.)MPLfTIOO OFGRAODIG AND PRIOR TO WEEP C0NTitOL #CJ SOIL PIIEPAAATI0N. Z. TAKI: SAMPLES TO AN AGRONOMIC SOILS TESTING J.ABORAlORV RtGISTEil.ED llYTI-E STA"TE CF CALIF:liOOAANDACC:!:PTAB!.f TO THE ARCHITECT FOR SOIL E\IAWATIO!t !, REQUEST T!;STING FOR FERTILITY AND SUITABILITY ANALYSIS WITH WRITTl::N Rl::Cl)MMEN~TIOhS FORSCIL AMENDMENT, Fl:RTIUZERAND C.rlEMICAl. C0NDITIONER5, APPUCATI0N RA.lIS f0R SOIL PREPARATION, PLANTING iwx=JU M(l(, HIDR(S'RAY,Am llOST·~CE FERTILIZATION PP.o:.IV.MS. 4, SOILS REPORT RECOMMENDATIONS SHALL TAAE PRl:Ct:IJENCE OVER THE AMENDMENT AtiD FERTIUZERM'U~TION RAlcSS'EOFIEO INTHlS Sec:TION. B. "JESTING LABORATORY SHAU !IE SOIL AND PLANT LABORATORY, lNC., 112 SOUTH LYON, 5.6.NTA ANA,. CA92701, P.O. OC1X 117-k, SANTA f,J,A, CA 92711 (71<4) 558-fll33. C::>NTRACTOR !i-!ALL PAY FCR ll1E1Eil5.. C. FURNISH SOILSAtW. YSIS OF EXISTING 0N-SllE SOIL. THERE SHALL BE 2 SAMPL.lNG ~ L0CAlE)TI-IROUGr0.JTTHE !iTE ~ 9:LECTED El'I' ARCHITECT. TAKE 2 CORE SAl-1PLES AT EA.CH SAMPLING A~ SUITAEIJ.UlY AND FERTil.!IT AN.lJ..YSESWJlli COMMBflSAND RECOMHEND.l.TI0NS SHALL BE PROVIDED FDR =AD-151.MPLE. 1. SUBMIT TESTING U'J,(JRA.TORY'S INTE.;zyRfTATION, REC0MMENDATI0NS, AND COMMENlSTO AACHITECTwrTI ~N 1~ ~I'S mER lHE COMf'I.ETICN OF ROUGH GRA'.lTNG. D. SAMPLES OF MATE:u.a.t.5, INCLIJDING FERTIUURS, SOIL CONDm0iiERS, PLANT'S, ANO OTHER SPEClnED MAlERWS, SI-AJ.L IE S.J3MITTED Fill I NSPECTIDN. DE.UVERY MAY BEC.IN UPON M'PR(NAI. Of ~PUS, E. SN>1PLES OF THE NATIVE SOIL Sl1ALL BE suaMmED ro THE SOILS TESTING LABORATORY 1'TER ROLXiH GRADll«a ANO PPJOR TO !ilD. ?REPARATION. ON REWPT Of A SOILS ANALYSIS AND RECOMMCNDATI0NS, A CHANGE DRIER 10 THE a:JNrnACT W!IJ. II!; !S'SUED IF REVISION TO SOD. TREATMENT IS RECOMMENDED. ENGINEFR'S SIGNATURE REQUIRED ON PAGE 1 ONLY AP,n<OVED EN,L ,,_ ING PLAJ-.-CHECKER DATE PART J • EXl':QJTI0II 3.D! EXAMINATION! A. Vl:.11..lFICATION OF CONDffi0NS: lNSPECT ANO ACCEPT TrlE CONOlTION Of THE SllE RELAlM ID T!-IISSECT10N BEFORE COMMEtotE: WORK. IF NOT ACI::PTABLE, NOTIFY THE OWNER JN WRITING. ar PROCEEJlNG WllH THE WORK OF THIS !KTION,. THE CONTIIACl:Jfl. INDfCAlES rlJS ACCEPTANCE OF P?J:VJ0lfi RELATED W:>RK. B. LANDs:A?E WORK SHALL NOT BEGIN UNTIL CONSTRUCTION AD.lACENT TO Pl.ANTING AREAS HAS BEEN COMFtETEDAND IIOOGA.TION. SYSTEMS li'l\-1: BEEN INSTALLED AND A?PR:)VED B'I' AACHITECT, 3,02 PllEPARATIONI ,._ PROTI!CUON: PR0\IIDE NECESSARY Stl.'EGUM.05 AND D([ROSC CAUTION AGAINST INJURY OR DEFACEM!:NTOF EXISlWi SITE IMPRDv£MEN15, 15E RfS'Ot-li!IU F0RNN DAMAGE RESULTING FROM i.ANDSCAPE PLANTING OPERATIONS. REPAIR DAMAGE .AfO RETURN THE AREA TO THE PREVIOUSCONDIJlONA.T ND COST TO THE 0.VNEII. l,Ol WEED CONTROi..: A. APPLY PRE·P..ANTING llEROIClDE 10 \IISl6U WEEDS, BEFORE ANDAA"".:R SOJLPJCEMEITT 8. PRE·EHERGENT WEED CONTROL: IMMl:)1ATE~Y AFTcR PI.JIJ'ffiNG, APPLY PRE-EMERGENTWEEDCXlITTROL MATERlALS 10 l'LN'iTE.!}/IIWS Trllll WIil. NOT BE S~ EDED. PROTECT E)(ISTING Pc.ANJS RID"! CIAt-WiE. AFTER APPLJCA.TIDN (]f WEEIJ KILU:R, BEFORE AND DURING PREUHINAAY N-40 FINISH CiRAOlHG, REYLA»4NGWf.EDSA.ND GRA.'EES SI-IAU BE DLG 0lIT 6V ll1E ROD IS AND DISPOSED OF OFF-SITE. WEi:DS ANO GRASSES NOT Of 1HE PERENI\JN.. lYPE, LE!l.S TI--INI 'M/2-1~ HIGH ANO MJf BEARING SEED, MAY BE TURNED UNDER. PERENNIAL WEEDS AND CiRASSES TO BE REMMDJIQ.UOE, BI/TARE NOT UMITEO 10111E FO..LCM'lr«i: 1. NlIT t.RA$. i, MUSTARO PIJolff 2. ALFALFA. 7. JOHNSON GRASS. J. ST. NJGU5IlNE. 8. WIREWOOD. 4. PUNCTURE VINE. ,. M0llNING G~Y. S.KIKUYA. GRA!l.S. 3.011 50lL Pll!PARATION: A. CROSS-RIP ON GRADE ?LANTING AREAS T0 A DEPTI-1 Of 10 m 12 JIC/-IES IN l'Ml IID!fCIION!i. 8.. BR.OADCASTTrlE 0RGANICSOILAMENDME/ffl UNIFORMLYOVER9.JRiACE OFTrlEAREATOBElRElilED. ROTOlILl. ntETa>6 ltcHESCJf PL.ANTINC. AREAS TO E\/Erl.Y OISTJU8UTE n-£ AM[NDMENT5 AltJCOltDITIONERS lNlOTl-1: SOil. C. MOISTURE CONll:i'IT; TI-IE SOIL SHALL NOT IE WORKED WHEN THE MOISTURE CONTENT IS !i'.> GREAT lK\T EIUJ:SSIVE COOPACTIOH 'MLL OOJ..11\, NOT W-tEt. IT IS SO ORY THAT 0USTWIU F0NN IN Tl!E AIR. WATER SHALL BE APPLIED, IF NECE$',R.Y, TO PFC-Jl:OE JOEAL MOISruRE cowmONS. !.05 PLANnNG OPl!RAnON!r A. FJNl5.-t GRADING: PRIOR TO COMMENCEMENT OF Pl.At,ITING Of'l:RATlOKS, COOIUTE flNISH GAADJNG, 1. WHEN ?REUMJNA.RY GRADING, I NClllDING WEEDLIIG AND FERTILIZING HAS BEEN ca,'IPLElB) MD THE SC.CL HAS DRIED S.JFFl□EN'Tl.Y ID BE READILY W0Rl<ED, Pl.ANTING AREAS SHA.LL 3E GRADED 10 UNl~0RM LEVElS :JR SLOPES AT A MINIM LIM OF2 P;;RCENT, M1HORAD.JLJS1l-1ENTS TO FINISH GRADES S1-W-L BE MAD[ IN TI-IE DIRECTIOt.l Cl' THE WATER. LOW SPOTS /IND POCKETS S-w.L BE GAADEDTO ORA1N PROPEIU.Y. FlNl9-i GRADE Of PL.AtITTNG AREAS 51-IAU. EIE ONE INCH BELOW GRAO~D TO DRAIN PROPEIU.V, FINISl-t GRADE OF PlAlflltrlC. f,JUSSWl BE ONE 1tCH IELCM' GRADE: OF ADJACEl>IT PAVEMENT. GRA:111'«, SHALL BE DONE WHEN SOIL lSAT OPTIMUM MOISTURE CONTENT FOR WOOKnli. P...AHTNiAREASSi,l,lJ_ EE SCARIFIED TO A. DEPTl• OF 3 INCHES BELOW GRADE rRI0R TO Pl.ACING FERTILIZERS. ROC<PHD DEBRIS MDRETHAN 2 !IOES IN OIAHEJER.9-W.L BE REMOVED FROM lit SI.fl;. S. GENERAL: PRIOR ID INSTALLATION OF l.'l..RIGATION SYSTEM, SPECMEN TREeS ~BE LOCATED AS DIRfClcOltr'lliE ARCHll:C'f, L PREPARATION OF LAWN BEDS; A.T ll1E TIME OF PLANTINti, LAWN BED SHALL BE RAA'ED LJGr-/TI.YID AN !":YEN SURFJa, REMCMNGNff DELETERIOUS MA.TERIAl5. CARE stW.L BE TAKEN NOT TO CKANGE Tl1E OAAINAGE PATTERN. TI-IE LAWN BED MAY EIE JNSPECTBJ 61'll1EARCH11ECJ TO :JETE.:..MIIE SUITA91UTV FOR PLANTING PRIOR TO SODDING. THE CO~TAACT0R SHALL OBTAIN SUQ-!N'PRIJ,IAL BEFOO.E SOOOIJ\G. 2. WATERING: IMMEDIATELY AFTER PLANTING, SOOOE0 AREAS SHALL BE WATERED WITil A rlM': SPRAY, CARE BEING TAKEN 10 AVOID EROSlON,ANO THE Pl.ANTED AREAS KEPT M0IS'T UtmL THE 500 H,65 l!IECC(-!E ESTAB-..B-IE!l J. WATERING BASINS: CONSTRUCT A FJRMLY COMPACTED MOUND OF S'.Jll AROUND EACH TREE ND PLANT 10 FCEM AWAT"...Rlr«; BASIN ATTI-iE ECG: Of AND FOLLOWING THE SHAPE OF ntE PLANTING PIT AREA. MOUNDS FOR TREE'S AND FOR \llNES FROM 5 GM.LONSOO. LAAGERC0NT"AINE?S, 9-W.1. 6E AT LiaA5T 2. INCl-6 HIGH. EXCAVATED EARTI-i, IF CAPABLE OF RETAlt,DNG WATER, MAY BE LfBl. REFIU IWYSEITLEMENT. C. PLANT PITS: 11'.EES AND SHRUIJS SHALL BE INST AU.CJ IN ROUND PITS WITH VERTICAL SIDES,A WIDTH EQlJA.L TO TWJCE THE DlA.METER, ANDA [):PJH EQUAL ro TH: HEIGHT OF TI-£ ROOT IW.LDR CONrA.J.NBl SIDES AND 30TT:)M Of Pl.ANT Pl-r.i SHAU 11: s::ARinm D. SETTir-.iG CONTAINER AND LARGER PLANJ5: 1. PLANTS SHALL DE CCNTE.~D AND SET ON THE APPROPRIATE NA.TI\IE SCIL lJ--ATWIS BEcNSElll..EO. 2. PLANTS SI-IA.LL BE SET WITl-l THE TOP 01-ROOl l3AU. LEVEL lf2. INCHES ABOVE FINISH GAA:IE A.ND ROTA.ll:DlO GM: TI-£ BEST APPEARA.t0: IN RELATI0NS!-'JP TO AOJAC[rff STRUCTURES (R SURROUNDINGS. 3.USE APPRCIPR.IATE BACKFILL MJX TD CONTINUE FlL.J~ DLAN! PITS 4. SIT PlANT PLUMB AND BRACE IUGI0LY IN POSIUON I.JNlll BA:llflLL MIX HAS BEEN TN-IPED SCUDLY AAOU!() ~ WHEN 1/3 OF 11-lE PIT JS BAO::F1LLED, WATER THDROUGHLV, 54.TlRATir-«i THE R!XlTIW.L 5. AFTER WA.lER 1--\AS COMPLETELY DRAINED, PLANTING TAIILETS S.-tALI. BE PLACE[: K,!NlllCATED BEc.OW: A. ONE TABLET PER 0NE-GAl.ll>N W'UAINER. B. THREE TABLElS PER FIVE-GALLON CONTAINER. C. FIVE TABLETS PER FIFTEEl'I-GAU.CN CllfTAINEII. D. FIVE TABLETS PER~• OClt 6. CONTINUE FILUNG 'Jl JO 1-lhlSH GRADE WITii 6,',Q<FlLL Ml:<f'W T~P FIRM, 7. WHEN THE PIMIT PIT JS FlllfD, FORM SNJCER BE~ AROUND PLANTS WITH B.AO:FJLL MAll=RIAL SUFFI□El>ITID Hct.D ~ IN0 U:SCT WATBL REMOVE THE B!:RM PRUE TO JRESSll'li. 8. WATER PLANTS IMMEDIATELY AFTIRPJ.,WIUi(;. E. STAICING AND GUl'lNG: IMMEDIATELY AFTER PLANTING, STAKES GALLON, is GALLON A.110 24-IN01 B[fj(JREE5. GUY J.ARG~R TRE~AS DETAILED ON THE DRAWINGS. G. MU La-JING: SPREAD MULCH 3 [NCH Th!CK IN Pl.AlfTERANDAR.EPSTrll.T DO !«lT EXCEED 10 PERCB« 91FE 3.06 GROUND COVER.I A. INSTALL Pl.ANT MATERIAL IN MOIST SOIL JN Tr!E A.REAS AMP AT TI-iE SPACINGS INDICATED Clil TI1E DRAWINGS, IN NEAT Ro.YS, ll'BJ:UNCi COMPLElc COV!:AACiE OF PJ.ANTING AREpS, INCLUDING UNGER AND MOUND TREfS AND SHRUlfi. SPA(JNGS ShOWN 1N lHE Pl.fffl LIST ORONM !ll<AWINGS ARE TIUANGUIAR Sl'ACING, UNLESSOTl'E"-Wl:f. NOTED, 3,07 FIELD QUAUTY CONTROL: A.. GENERAL: NOTIFY ARCHITECT ,\T LEAST 24 HOURS IN ADVANCE WHEN RE<)JESTING POTENllAL ::rHiilTE RE\IIEW5. II. SCe!EDUJ.I: FOR ON-SITE RE\111:w.i: I. PRE·l'R01ECT aJNHRENCE. 2. AT COMPLETION OF Fil-,119--i GRA.l)ING, 3.AT COMP.Ell ON OF R.OTO·lllill,I;. ◄.AT COMPLETION OF FINE GRNJHG. 5.AT DEUVERY OF PLANT ~lEIUMS f>.AT PLANT LAYOITT PRIOR TO EXCA.VA.lltG ~ 7.AFTER PLANT1~ PITS HA.VI: BEEN EXCAVATED, BUT PRIOR TO BI\CQ'IWJ«i. 8.AFTU INITIAL Pl.ANTI!'«, OPERATIONS. C. PRE·MAINTEHANCE REVIEW: I. ATTI,E COMP~ETI0N OF LANDSCAPE PLANTING OPEP.ATI0NS AND PRIOR TO THE 5EGINNING O::THE FORMN..MAINJB-W«:E PERKD, lHE PRE-MAINTENANCE fW/1.EW S."W.I. 1£ HB.C. 2. REQUEST ON-SITE RE'IIEW Of ARCHITECT FJ~ W0Rl(lr«:i D,\'l'S PRIOR TO fflE COMf\.ETlON CFWOOKThl ORDER THt.T AMIJTI.LIJ..I.Y AGl<.EEAIIU! TIME FOR REVIEW MAY 6E AAAANGED. l, AT THE TIMI: Of i:I.MEW, THE AREAS IJNOER THE CONTRACT 5!-IAL.l DE FREE OF WEEDS, DEAD L:A'w'E5AND1RASH. !£ATLY CULTJW.TEDAND RAKED, STAKES, GUYS AND PLANT WINS SHALL BE 1N G0CXJ :lRDl;R. <4. lF, AFTER THE Pil.E-MAINTENANCE REVJEW, THE AROUTECT IS Of THE OPINION 11-IA.TTHE WORK .--IA.5BEEN PERFORMED JN~C£ WllHTHE DRAWINGS AND SPECIFICATIONS, WRITTEN N011CE OF PREUMll'MY N:.CEPTAMCf WIU 15E (iM:N. llilS REPORT WILL NCITT:PHYITEMSWH101 MUST Bl: C0RRECIED, AND STA.TE Tl£ DATE OF C0MHENCEMBfT AND C0MPLETlc»I Ofltt: F:'.W,\.ll MAINTENANCE F'l:RIOD. Cl. FltiAL REVJEW: PERFORM fltW. RE\IIEW AT COMPLETION OF 90 CAL.Et.DAR D,\V MAINT[NAl'CE. 3.o& CUWUNG: A. KEEP A!..L AREAS OF THE WORK CLEAN, NEAT AND 0:W~RLY AT All TIMES 0URU«; THE PER100 Ofo::JNrn,ICI". CLE.AN CONSTIWCTIC1,lf,JIDJSAT THE END Of EACH DAY. 3,0D PROTECJI0Nc A. PROTECT ARE"5 SUSCE::rnBLE TO TAAFflC BY ERECTING BAARICADESll'IMEDlATEL'r' AFTEl ?LAN11NG. MAINTAIN l'l<DTECTlON. ENO Of SECTION APPROVED B70R PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OB' PLANTING AREAS. 11 AS BUILT11 TITLE REVIEWED BY: IN5FECTOR. CITY OF CARLSBAD FLANNING DEFARTMENT TUSCANY OFFICE SUITES 2753 JEFFERSON STREET CARLSBAD, CA 9200B AFN: 203-110-14 DATE DATE l---+--1-·----------------+--+~--+----+----1 I ~-1---=--,4lf----"-~=,~41---~~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORI< REVISIOI~ DESCRIPTION OTHER APPROVAL CITY APl-'ROVAL FLANNING OWN BY: CHKD BY: __ _ RVWD BY, PROJECT NO. RP 04-12 I DRAWING NO. 4397L ~ -225 31 0 RE!,11:WA. DATE ~= • DI J • ii I- (i~~) 1 ii -/ '~~: v: PLANTING " N a A ~ < " •• ~--• ZN □ rJ z~ w~ ·□ ~. ·~ c-z a □ w w • • • SPECIFICATIONS 1. OS/30/2006 2. 09/01/2006 3. 11/21/2006 4. 01/19/2007 5. 0 l /29/2007 JOB: 200337R TUSCANY □f"FICE SUITES MA.J □R REDEVELOPMENT PERMIT 04·1 2 CARLSBAD L-S ' .-.I r 0211D lRR.IGATION irSTEHI PART I• GENERAL 1,01 GENERAL CONDlTlONJ: THE REQLIJREMENTS Of THE "GENERAL CONOITIONS OF TH!: CONTP.ACr AND OF DIVJSION I, ''GENERAL REQLJIREMDflS', 51-w..LAW'LY TOAU. WORJ( Of Th IS SECTION WITI-THE S4.M[ rDRCC AND EFFECT ASTliOUGH RE~TED IN FUL HEREIN. 1,0:1 DESCRIPllON A. Sl:CI ION mCWOES: A.LJTOMATIC Sl'RJNKLER IIUUGATIONSYSTEMS mo CONTROLS. B. REW\TED ~DrtS: l. SECTION 02900 -L.Ml[E(:AP(NG, 2. DIVISION 15 SECTIONS: GENERAt ;;.EQUIREMCNTS FOR WATER AND DRAINAGE SYSTEMS. 3. DIVISION 16 SECTIONS: GENtl<At "-EQUIREMENTS FOR ELECllUCAL WORK C. PERMITS: APPLY t-00..ANU SECURE REQUJRED f'!;RMm,. 1,01 Rl:FERENCl:S: "-ASTM: L O 62-BS STANDARD SPECIFICMJON FOR OOMPOSJTION INDNZE l:l'I. llRONZC MrTAL rASTll't39. 2, D 1784-81 ST/INDARD SPECIFICATION FOR RIGID POLYVINn Crll.ORIDE (PVC) COMPOLJNDSANDOil.OR1NATE;)P01YVll«~ o-11 .. :u.1DE (o>.q COMPOUMS. J. D 1785-83 STANDARD Sl'fOFICATI0N FOR POLYVINY'L CH~□RIOE {PVq PIA'illC PIil!:, !t::HEOULES40, gj, ANO 1211. 4. D 2Ml-~ STANDARD SPECIFICATION FOR PDLYVINYL CHLORIOE(P\q PRESSURE-Ml0 PIPE (SOR-SERIES). B. NATIONAL SANITATION FOUN[lAlJQN (NS=]: 1, :i.EQWREMENTS FOR SEAi. Of I\PPROVflL. C. PLASTICS PIPf INS11TUTE (PSI): 1. RECOMMENDATIONS FOR HYDROSTATIC DESIGN SffiES!B Fm ""1: l'll'f. D. STANDARD SPECJFID.TIONS FOR PUBIJC WO:U:S CONST.WCTION, AS REFEREl..c:ED IN DOCUMENT 0070!; GENJ:K.-ll ~CM510NS. 1,04 5UBHITTALJll A. PRODUCT OOk SUEIMIT '.)fTAJLED us~ OF MATE!UALS P'"-OPOS!;D FOR~ PREPARE lYPEWtUllEN MATERIAi. UST USINC. THE ""0LLOWING F0:ij>1AT, DDUB!.ESPN:E BETWEEN Ei'DiITEMi HEM NO. DESCRlPJlON HANUF!CTURER MODEL NO. B. PROJECT R.ec:OR.O DOCUMfNT5: IU!COR.D lNFORMATION ON A OHI.Y 6ASI5AND SUBMfTTDARC:-!ITECT. 1. DIMENSION, FROM 2 PERl-1ANENT POJNTS Of REFERENCE, SUCH AS BlJILDl~ O)'<NERS, StDEWAlJ:5, OR CURH'i, lHE LOCATION OF TI-£ FOLJ.OWING ITEMS: A. RO:.JTING OF Mi\lN PRESSURE LINE!, AT A MAX.MUM OF 100 fi':ET JNTI:RVM.5. D. THE RO;JTING Of2-l VOLT CONTROL At() COMMON WIRING. C. POINT OF CONNECTION 10 El.ECTRICAL. f>OWl:ll D. AUTOMATIC CONTROL VAi.$ E, POINT OF CONNECTION 10 WA'TO. F. GATE V,.._VES. Ci. QUICK OOUP JNG\/All/ES. H. OTHER RELATED EQWPMENT. C. CONTROLLER o-JARTS: 1. PREPARE Cl lARTSAITCR A'lCHITECT 1-11\5 APPRO\IED P~ 11.ECOP.O DAAWll'f3S. 2, PRO\IIDE 1 CONTROLLER CHART Mi F[l__l_[MQ A.CHAA.T SHA.LL BE A REPRODUCTION Cl' IBE RECORD DRAWINGS, Jf THE~ PEJWm FITTING 111; CCMROilER DOOR. IF PHOTO REDUCTION PRINTS A.'U: JU:QUIREO, KEEP REDUCTION TO MA}QMJ.111 SIZE PCSSlaLETORETJ\IN FULL L.EGl3IUT'r". B. CHART SHALL fl: BIACKUN~ PRil'H OF Tl--lE ACTUAL "AS-BUILT"' S'i'STEM, SHCWJ...,,, lrlE AREA CCM:REDBY~1AT CONlR"-'-'~ C. PROVlL>E l CHART FOR 001 CONTROU.ER. 0. IDENTIFY lrlE AREA OF CO\IERAGE OF EAO-J RI:MDTE CDNTROL VAf-vE, USING A ozsrocn.v OIFFEII.ENT TRANSLUCENT PASTEL COL.OR, DRAWN OVER T--IE ENTIR!: AR6". OF COIERAGE. 1 FOLLOWING APPROVAL, HERMmCALL Y s~ Cl-'.ARTS BClWEEN 2 IAVE~ CF 20--MII. THlCIC.P~ 97EET,AND MOJ/fT USING 1/ELCRO OR SlMlLAR FASTEIERS. ◄. CrWfTS SHALL SE COMPLETED AND APPROVED ?RIOR TO FINAL Rl:VU:.W Of IRRJGATION SVSTEM. D. OiECICUST; PROYlDE A SIGNED AND D.-\TED CHECKI.JST AND SlIBMn ffil.DR TO raw_ R[Vl[:W OF TI-iE \NCRlt 1. USE THE FOLLOWING FORMAT: A, PLUMmNG PaRMJTS; IF NOT REQUIRED, !I} MJIE. ll MATERIAL APPROVALS. APPRO\IED SY~ DATE. C. P:tBSURf LJNE TESTS: BVWl""OMAN) ]Yo.Tl:, D. RECORD DRAWINGS: RECEM:D BY /\ND ~Tc. E. CONTROLLER Cl-ARTS: RECBIIED BY AND DATE F. MATERIA.l.S AND EQUl?MENT FURNISHED: REC6\IED 3Y I\NO ~TE. G. OPERATING AND MAINTEAAl«J: DATA: ~BY N'ID DA'JE.. H. SYSTEM AND EQUl;MENT OPERATION INSTRUCTI~: RECEMD 3Y /\ND ~TE. J. MANUFACTUREltS WAA.RANTIES (IF REQUI;l.f[)): RECEMD BY AND lll,lE. ). WRIT'Tffi GUARANTY: RECEJ\IED BY AND DATE. K. LOW~IUNG OF HEADS lN .AWi\ AREAS: IF JICOMPLETf, SO STATE, 2. PRO.rl)E c.4TAUlG AND PART SHEE'T'S ON MATERlALS AND EQUIPMENT INSTAil.ED JhDER ni!S SECTION. 3. INCLUclE INDEX SHEET STATING CONT~F!'S AND EQUIPMENT MANUFN:IUF!ER'S ~E, ADDRESS, AND~ONE NUMBER.. E. MISCELIANEOUS mMS; FURl'llSH THE FOLLOWING TOOIS AS A P/\RT CF THIS com.•cn l. 1WO SETS OF KM FDR EACH AUTOMATlC CONTROLLER CABltET, AND E-"'OI CONTRCllER ENQ.Jl::llRE CABINET UXX 2. lWO WRI:NO,ES FOR DISASSEM3LY AND A5SEM9.Y, OR ADJUSTMENT, Of EACH TYPE SPRJNKL.ERHEAD USED IN TlilS Ir.sTAL.ATION RFQLJ!Rlr-«; SUCH S~ECIAL TOOL!!. 3. SO: QUl:::K COUPLER. KEYS AND M,UCHINL'.i HDS[ SWIVELS FDI< EACH TYPE OF QUICK COUP.lNG VAl\lE JF QUICXCOUPLl:RS/\RE PRO\>IDEll, F. TEST R:PORTS: SUBMIT TEST REPORlS OF PRES'9.JRE TI:Sllf'I:., G, lliSTRIJCTIONS; PROVIDE MAINTENANCE MANUALS, [NSTRIJCTIONS. AND JEMONS'TRATIONS TO OYff:R'S MAlN'JB'WjCf PER.5::lNNB... l. ~NTl:NANCE MANIJAl.5 SHALL INCLUDE SJFFl□CNT DETAIL TO PERNIT :)PEAATING PB&lNNa. 10 UNDERSTAND, OPEAATI:, /\ND MNNTAIN EQWPMEITT. 1.o5 QUIU.IJY ASSURANCEI A. QUAUFIC"ATIONS: INSTALl.fR SMI.L BE REGUJ\RLY ENGAGED, AND S~ECIALJZING, IN TI-E JNSTN.lATION OF EQLD\llliNT J~TIOH SYSll:MS USING SDLVEt-lT•GA.<t.l<cf)On,ml l'I. C':RllFJCATIONS: ELECTRICAL WIRINti, COI-ITP.OLS, MOTORS, AND DEi/iCES SHAil 3E UL LISTED /\ND l.AIELED. Ulli DEU'IERT", SIORAG~ AND HANDLINGI: A. EXfRCJSE CARE IN HAND!JNG, LOADING, UNLOADING, AND STORING l'VC PIPE AND FITTINGS. PIPE !H'JJ. Bf 'TRANSPORTED IN A \-1:rlICLE WHICH ALLOWS Tt-E L[NGll I or PIPE TO UE FLAT WITHOUT UNDIE BENDU«; OR CONCBIITRATED EXTERNAL l.CW)ltlj Kr N«FOINJ. PJPE lH',T --\AS EEEN DENTED OR UAMAGED 51-\ALL BE DB:ARDE[1 1,01 WARRANTY: A. SUl'IMITWARAANl'l' FORMS IN ACCO~ANCE WITH Sl:CTION 01740-WARRANTIES, G.!AAANTIES, ANO BONDS. 8. DURING THE WAAAANTY PERIOD, THE OWNER RESERVES THE RIGHT TO MAKE TCMPORARY REPAIRS AS NECESSARY 10 KE6'1H!: SPRINKLER. S'l'STl:M EQUIPMENT IN OPERATING CONDl110N. THE EXEltCISl: OF TlilS RIGHT aYTHE OWN~~ NOT R.EI.IEVE IBE CONTAACTOR CF 1-115 RESPONSIIUUmS UNDfR THE TERMS OF THE WARRAN'TY AS HEREIN ~OFll:D. 1.CIB MAINTENANC!: A. THE E!-.ITIRE S~RINK!.Ell IRRIGATION SYSTEM SHAU aE UNDER FUU. AUTOMAllC OPERATION FORA PERIOO OF 'J OA.'f'S PIUOR TO Mff PLANllNG, AND FOR 90 DA.VS AFTER APPROVAL TD BEGIN MAlNTEt-Wa PERIOO. B. EXlRA MATERIALS: PP.0'140E EXTRA .-!EADS OF EAct-1 TYPE EQUAL TO 10 PER.CENT Cl' n-lE QJMTTIY lNSTAU.EO. PART :Z • PRODUCT8 2.01 PIPING AND ftTTIIIIGII: A. PRESSURE SUPPLY Ur£ FROM POINT OF CONNECTION THROUGH BACKF-LON PREVENTION UNIT S1-\ALL BE COPPER OR 13AASS. 1, COPPER Pl PE Ai'lD FITTINGS; A. PIPf: TYPE I(, HA<U:.: lEMPERe). B. FITTINGS: WR.OUGHT COPPER, SOL.Dl=RJOlWTTYPE. C. JOINTS SI--W.L BE SOLDERED WITH SILVER SOLDCR, 'IS PERCENT S1LVER, 15 PERCENTCIPPCR, l6 PERCENT Zll£, M02~ PERCENTCAJMIUM. SO.JO AT 11.ZS F.~ LIQU10ATU45F, 2. BRASS Pl Pf. AND FlTTIH:lS: A. WhEltE INDICATED ON Tr£ DRAWINCiS, USE RED BRASS SC!lEWED PIPE CONFORMlNG 1D FEDERAL ~FICATION #WW-P-35L B. F1m1,1GS SHALL BE .:..ED BP.PSS CONFORMING TOFEDfRAL SF'E□flD\TIOO #WW r 450. 9, PRESSUR.E SUPPLY LINES 1-1/2 INCHES AND SMALL.ER DOWNSTREAM Of llACl(f-LOW PREVENTION UNIT SI W.l.. 3EAS11't D 1785 90i=DLI.E 40 p,,,;:, PRESSURE UNE5 2 INCHES AND lA'lGER SH/tU 9E CLA!i1S 315 P11C. I. IDENTIFICATION MAAJQNGS: IDENTIFY ALL PIPE ANO FJTTit«iSWffi, 1r1E FOLIDWING INJEUBLE MARKINGS: A. MANUFACTURER'S tw-tE B. NDMJNAL PIPE gZf C SOiEDUL.E OR QA9S, D. PRES'5UR.E RA.TING. IN PSI E. l~SF SEAL Of APl'R(t.lAl. F. DATE OF OORUS!DN 2. PfPE (SDL\11:NT WELD TYPE): MAI\IU.=ACTuRE FROM VIRGIi. POL YVINYl.. CHLORIDE COMPOUND IN HDJ~a: wm I ASTM O 224l OllASnl O 1'JS4, CLASS 12454-B (FORMERLY TYPE I, CiRAO.E 1), tfT'DROSTATIC DESIGN SJRE95 RATING 2,000 PSI. l. FfTTlNGS: STANDARD WEIGHT, ASTM D 1783 SC::rlEDUL.E 411, lNJecTION MOLDED SOLVENT-WELD f'IIC. CDMPLYWITI-: A5TI'I D 1;1811, CL.A$ 1l454-B. A. lliREADS (WHERE REQUIRED): INJECTION MOLDED TYPE. B. TEES N'ID ELLS: SIDE GAIBl. -1. TliRCADED NIPPLfS: STANDARD WEIGHT, ASTM O 1785 SCHEDULE Ill wm-t MOI.DEO~ C. PETAL: (IF USED Ii'l PROJECT}: l. 3ALVANIZEO flJPE: ASA. SCHEDULE '10 MILD STE a wm, TI--1READED CONNECTIONS. 2. FllllNGS: MEO!UM GALVANIZED SCREWED EEADED M,t,U£6BlE IRON. 3. PROTECTI\lf COATING: lVo'O COATS OF )(()ppfRS ND. 5D flffiJMA5TIC:. D. ~N-l'R~SSURE LJNES: ASTM D l/fM CLASS l-'i333-0{FO'l.MERLY TYf>E D, GRADE I) P,'C\MTH!ll.VENT-WELLJOJNJS. OOMPLYWJ1HGl::N~RAL RE:).UJRCMCNTS FOR Pil.ESSURE LINES. E. VlSJBLE PIPE AND FITTINGS: 1. GENERAL: lNlEGRAL GRAY COIJ)t Z. TI1READED RISERS AND NIPPLES"! A51l'1 D 1785 SCHEDULE Ill P'll'C. 3. OT~ER !USERS AND FITTINGS: ASTM D 17B5 SCI-EDU LE '10 P'o,C, SOLVENT WELD. F, SLEevES: 1. "I INCHES ANJ fill.ALLER: ASTM D 1765 &:HEOULE 'lO Pl,C. 2 LARGER THAN 'I INCHES: ASrM D 178'1 Cl.ASS 1:Z4s+r (FORMEIU-Yl'Yl'E I, GRADE 2,, CLASS ll.5) I",(:, 3. SLEEVES UNDER P/"MNG SUBJECT TO IIEHIC:ULAR TRAFFIC: ASIM D l7!l5 SCliEDULE BO™=. G, CONDUIT (JF USED IN PfUlJfCT): ASTM D 17115 .50--lEDULE SO NC:. H. IDENTIFICATION: I. TAGS: PDL\'URETl-wtE BEHR DESOPMD, YELLOW IN COLOR WITH BU.CK: LETTERS 2·3/4 INCHES BY 2·J,l<l INO,~ />S 1-W!Uff,CTURfD BY CJ-fU51Y'S, OR EQLW., 2. ATTAOt IDENTIFICATION TAG ShOWIMa V"1.VE NUMBER ON l:AD1 !'D!ENOID f'IGTAIL :Z,02 JOINT CEMENT AND PIUMl:lll A, NON-PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE CEMENTED USING A 100 PERCE"lT ACTIVE SOLVENT, FIi.LIE IN OOLDR. B. PIU:SSU~ P..ASTIC PIPE A.ND FJTTINGS 51-WJ. BE COATED WITH A PRIMER AND D-.EN WllliA llll PERCFJfl' ,'CI1\IE SOLi/EM'. C. BOTI--1 PRJ M ~R AND SOLIICNT SHAU BE SlMll.AA IN ALL RESPECTS TO TI--tAT MI\NJFitCTUR.a> EN" Q-!IUSN'S OR APPRfNED [QI.IN.. :Z.113 VA.LVE!li A. ANTI-DRAIN VALVES: 1,fAW DUl'l' YlRGIN PVC CONSTRUCTION WITH F.I.P, lriREAD IN~ET AND OUTlET. INT!:RNN.. PARTS Sl""ALL BE STAINLE95 STEEL AND NEDPR[NE. MITT-DRAIN VAL\IE Sr'.Al.L BE FIELD ADJUSTABLE AGAINST DRAWOLJT FROM S TOiO FEET OF l£lil MIJI-OAAIN VAi.ii!.' SIJAl.1. BE SlMILAA TO THE VALCON AfN, ORAPffiOwffi EQlW. B. QlJJO: COUPUNG\IALIIES: 1, TWO-PIECE TYPE BRASS B0171', lSO POUND CL.AC?., WITH 3/'l-lNCh FEMALE ThllEADS OPEJlll'I.AT Bl-SE, PERMITTING OPERATIDNwm, AS?EaAI. CONNECTING D[\IICE (COUPLER) DESIG.IED FOR TrllS ?LRPCISE. A. aJUPL.ER ThREA!JS: lJJ[, lY~ B. HINGED COVER: J3RASS Wm-I A YELLOW Vlrifl. CCNERAND LOCK!.~ TOP. C, REMOTE CDNTRll. VM.IIES: 1. VALVE TYPE: SPIUNG-LO,\DED, 9:i.F-CLEA..'lJNG, PACIO..ESS DIAPHRAGM ACTIVATED, NORMi'UY CL05EO TYPE WllH .)UPOl'lT-ZYTEL BCOY, EQUIPPED WITH FL~ CONl RCL. 2. VALVE SOLENOID: 2'1-VOL TAC "1.5 WATT MAXIMUM, 500 MIi i IA.MP MAXIMUM SURGE. CO/l.RC!StONoPROOF, STAJNl.ESSSTEEL CONSnJJCTIDN, EFOX'f BIICAPSUIATED TO FORM A SINGLE JNTEGAAI. UNIT, 3. PROVIDE MANUAL BLEEDER VAL.VE TO PERMIT OPERATION IN Tlf: nELD Wl-,OUT POWER ATM CCINTRCU.ER. ◄. VALVE BODY: CAST IRON WITH BRONZE TRIM. D. VAL\IE BOXES: 1, NON-TRAFFIC TYPE: PLASlIC EIC!X WJJH LD;.'.KJNG CO\IC:R. CARSON INOUSTRJES, AMITE!(, OREQU>l., AS DETAIi.ED ON DRAWINGS. A. REMOTE CONTROL 1/AL\IES: ?.-1/2 INCrlES 6Y C6 INCHES BY 1111'«:l!S MODEL1"119-128 wm, BOcTDOWN COVER. 2.04 SPRINKLER HE~ A. SHRUBBERY SPRIN)(J.ER HEADS: IN ACCORPANCE WITl-l lYPE NmED ON D~ I. BODY: J>LJ\STIC, WITH HEIGi-iT AS SHOWh ON DRAll,ilt-GS. 2, NOZZLES: PJ.ASllC AS NOTED ON 0/lAWIN:.S. 3. POP-UP TYPE BODY Sr!AU 9E USED WHEfc NOTED ON DAAWD't:,"S. B. TURF SPRINKLER HEADS: IN ACCOROAHCE wrn, l'Yl'E NOTED ON PRI\.WJNClS. 1. BODY: PLASTIC, WITH H~IGHT AS Si-J:>WN ON DRAWINGS AND A l/2·IN01 lf'SINLET. 1. NOZZLES; PLASTIC AS NOTED ON OAAWINGS 3. NOZZLES SHALL IU'!il!: A MINIMUM 01'4 INChfS. 2,0S llA.CKFLOW PRE\IENTION UNITS; A. aA.C:KFLOW PREVENTER: ]N ACCORDANCE wm, lYP[ Sl'E□FIEDON DRA'M:t'oGS. B. Wi'E STRAINl:RS AT MC:ICFLOW Pil.EIIENTION LINJT!l, IF REQUIF!EO, SKAI.I. Bf CLASS 125 c,.sr IR.CJIIWffii JO ME5h t-lJNEL !Dl.EEN ANDs--\lJ.L BE SIMll.AA TO !!AILEY NO tOY. OR EQL.W., :l,06 AUTO MA UC IXlNTROLU:111 A. PROVIDE TYPE AND SIZE AS NOTED Ct.I OOAWINl3. B. Flr.lAL LOCATION OF AUTOM,11.TIC CONTROLLER SJ-'.ALL BE APPROIJED aY111f: OWNER'SAUl,t)Rll~D REPRESENTATT.E C. UNLESS OTHEF!WIS[ NOTE:D :lN lliE DRAWINGS, TJ,E 120-1/0LT ELECTRIC,'\L POWER TO EACH [l)NTROLJ..!:R UXATION ISlD llE AJF!NISt-ttO ASA PA!l.T OF Th!S CONTRll£.T. 2.07 ~L~RICAI. WIRING AHO SER.\11:Cl!r A, HIGH VOc. TAGE: P:WYlDE ANAL H:lOKUP TD ~QUIP~ENT PS A PART OF THE WOAA OflHISSECTION. II, LOW\IOLTACiE: I. CONNECTIONS BETWEEN CDNTROLLER Ai'lD R.i:MOTE CONTROL VALVESSiAU BE MAOE WITl-1 DIEi" BURIAi.. AWL'.i-J,e, 600 1/0L T WIRE, 16 SAGC OR LARGE~ INSULATION THICKNESS ~/5'1-DO-!, UTIL!ZtNG LCJNDENSITYHIG-l Ml'.ll.ECl.lLAR WEIGHT POL ffitfYJ.ENE IN5ULATICfli. 2, SPLICES, WHERE PERMJTTED, SW.LL 6f WATERPROOFED USING RAINBlllD, SNAP-lllE, scorcf.1-L:)K/\O. 3576CXIIINECTORS, OR FLISJBLE '"1EAT SHRINK TUWNG. 3, PJLOTWIRES SiALL Bl: A DlfFEREl'<I Ul!.CRFl:Ji E-.cH VM.\f:: CllM~ON WIRES SHALL BE Wli!Tr WITI I A JIFFERENT COLOR STRIPE FOR E.acH CONTllCUER. Ml/,IMI.J"I SJ.ZE S:--1A!..L BE NO. 14 GPG. IRRIGATION SPECIFICATIONS PARI' 3 • EXECUUON 3.01 EXAMINAllONI A. A CONFERENCE SHA.LL Sf liELD W!TI'1 ARCHITECT RfGARDl!'IG Rl:QWREMENT5 IY-THc WORK CF TI-!15 ~Lfi I. llO t«JT INSTALL IR.:UGATION SYSTEM WHEN FJELD OBSTR.UCTIONS, GRADE DIFFERENCES, 00. [}J!'CREf'AN'.JESIN AREA lJJM;Ki!OhS EXlST THAT MAY NOT HA\IE BEEN CONSIO~RED IN TH:ORIGUW. DfSIGN. B. EXAM!Nf SIJRfACES FOR CONDmONS TI--IAT SHALL ADVERSELY AFFECT EXECUTION, P.:RMI\NElil AND Q.JIUIY CFWORK. 1. 1/ERIFY WAT GRADJNG HAS BEEN COMPLITTD NfJ THE WORK OflHIS S=CTION OW, PROPERLY PROCl::Ell 2, EXER□sE CARE IN EXCAVATING ANO WORKJNG t£AR EXISTING UTILITIES. IE RESPONSIB.E FCREXISTIJ«; UTILITIESJ\W FCRDAMAGE TO UTILJ 111:S THAT ARE CAUSED 11'1' OPERATIONS OR NEGLECT. CHEO::EXlSTil'IG UTIUTY DRAWINGS FCR !JJC/1,TI:l\lS. C. NOTIFY ARCHITECT IN WRITIJ«; OF EXISTING CONDITIONS TiiAT AAE NOT SHOWN, OR 111AT oo=FER FROM n-lOSE SrOIIIN ON CMWINGS. D, 00 NOT PROCEED WITH WORK: UNTIL DISCRJ:PANOESARE CORRECTED OR EXIST1t',G UTUmESARf LOC.ATI:D. a.02 PIU:l'AllATIONI ~ LAYOUT eA01 SYSTEM USING STAKING METHOD AS APPRO\IED BY ARCHITECT. MAINTAIN AND PROTECT~ STftKI!olti lAYOlJT, flJPJNG OR EQWl'MENT SHOWN DOCRAMMAllo.t.L Y ON !JR.A.WINGS OUThlDE OF PLANTING AREAS S,iALL l'IE INSTALLED INSIDe: PLN-l]'W'.; MEAS WHENEVER POSSIBLf. II. LAYOUT SPRINKLER HEADS AND MAKE ANY MINOR ADlLISTMENTS RFQUIRED DUE TO OIFffRENCES IIEl'WEEN ACJUALSITE COlll:>Ill(]NS NfDTHE DIV.WINGS, MJNOR A.DJUSmE~ SHALL Bf MAINTAfNED WITHIN 1111: ORIGINAL DESIGN INTENT IN ORDER lOA\iOJD CONFLJCTS BETWEEN PIANTING N>,iD AR.Cr/JTECTUAAL. FEATURES. C. PWTECTION: PROTECT Tl1E INSTALLED WORK A.ND MATER1\I.S Of-O!HER lRADES FROM [W,IAGf DURIMG JRRIGATIONIHSTAU.ATI:)N S!'STEM DPEAA110N5. 3.03 TRe.lOUN6 AND BAOCFIWNG: A. El(C,WATE TRl:NCHC:S IN STIW:GHT LDIES TO REQUIRED DEPTHS, FOLLOW AP?RO\lfD lAYOJT FDREIOI SYSTEM, ~ llf lRENOi SHALL BE FLAT TO IN~RE PIPING JS SUPPORTED CONTIMUDUSLYOO AN EVEN GIWlE. 8. PROVIDE MINIMUM CO\/EilJGE AS FOu.aNS: 1. PR.::SSURE SUi>PL\' UNl3: l.B IN::J-,13. 2. NON-?Rl:SSURE LINES: l2 INCHES. 3. CONTROL WIRE'. 18 INCiES. PLACE UN!Jl:R ."RESSLIRE SLJl'f'LY UNE5. i;;. ~I«)VWE NOT L£55 THAN 'I INCHES Ci.CARA.NC[ BETWEEN EJ\CH U~E ANO NOT LE5STI-J.U6 INO,e5~CI: ~fN U/ti C,:. OlH~ft TRADES, UNLESS OTHERWISE NOTF.0 IN ll:TAJ..5ct,i DRAWING. D, PROTECT MATERIALS TO PRE\IENT INT'l.USION CF [llllT AND MOJSlURE. !:. TEST Al.L SYSTEMS PRIOR TO BACICFII LING. IF T,-IE ONLY PIPING INSTALLED IS OVER »FEET L~ PRESSURE TSJI~ IS REQUJRED FDR THAT SECTl::t.l AT THE TIME OF INSTALLATION. UPON COMPLETION OF PIPINE INSTAUAru:rt THE ENTIRE~ SHALL l'IE TESTED. F. a,.cl(flU. MATERIAi.: CLEAN, FJNE GRANULAR MATERIAL. FREE OJ' ltnc«sNO DEBRIS. G. COMPACT l!ACKFJU Willi HECHNilo.t. Uf:IIICES 10 A JR\' DENSITY EQUAL TO ADJACENTUNDJSTURBEDs::m.. RSTORf: TO ADJACENT GRADE,. FRl:E OF DIPS, DEPRESSIOl-fS, HUMPS, OR OlHBURRl:::GUlAlllTIES. 1. C:lMPACTION 8Y TRUCK OR OTHER \IEHID.E IS toT f"i,RMfTTEll H. UNDER PAI/ING: 1. BACKFUJ. WITH SAND, ONE LA.YER 6 INCHES 9ELOW PIPE AND ONE LAYER 3 INCHE'SMDv'E Pll'I;, AND roMPACT [N LA.YEPS TD 95 PERCEM" COMPACTlON JSING MEOi4NICAL TAMPING DEVICES. SET lN Pl.ACE. CAP, AND l'RESSURElEST PIPING UN:lER f>A\IING PRIOR lO l~TION OF PAVING 'NORK. 2. INSTALL PPING UNDER EXISTING WA..KE 9Y JACKING, BORING, OR HYORAULIC DRI\11 NG. aJTTING CJl BREAK!Nf; OF SIOEWALJ(S OR CONCAETE IS NOT ALLOWED WIThOLn' AACHITECTS APPROVAL. NO liYDP.MJUC DRI\4NG WW.. BE PERMITTED UNDER CONCRrn: ?AV!~ l. PROVlOE FOllA MINll-1UM COVER OF LB INCHES BE'TWEEl'll TOP OF PIPE AND BOTTIJ"l OF 11;'.iGREGATE IW:c FCR PRffi'i.lREAND NDN-PRE!B.IRE PIPING INSTALLED UNDER ASPI-IALTIC CONCRETE PAVING. ◄. PRO\IJDE FOR A MINIMUM COi/ER OF l6 !~CHES BETWEEN TOP OF PIPE AND 9DTTOM OF ASGREGATE IWi'f F:lR PRE&JREAI\IIJ NclN-PR.ESSURE PIPING INSTALLED UNDER ASPHALTTC CONCRETI: PAVING SUlilECTlOVEHIC.I.AR lJWFJC. 3.1M IlfSl'ALLATICNI A. PLASTIC PIPE AND FITTINGS S,-IALL llf INSTALLED IN ACCORl'AtilWITH MANUFACJURERINSTRLICTlONS. B. INSTALL BACK"LOW ASSEMBLIES IN SHRUB AREAS AT MINIMUM H9GHTPERMITTED BY !.OCIJ.00!:E C. BRASS P1P1: AND FITTINGS: ASSi:MBLE USlNG TEFLON TAPE APPLIED TD M,\l.ElliRl:ADS c)Nl.Y. D, PLASTIC PlPE AN.C lliREAllED FlffiNGS: ASSEMBLE USING TEFLON TAPE Aff'UEDTOMAI.E TI-P.EADSONLY, E. GALVANIZED MIT,\1. PIPE AND fJTTINGS: ASSEMBLE USING TEfl.00 rAPE ,m.JED TD MN..ETI--JREACIS ONLY. F, QUICK C:OUPLINCi VALVfS: U,'IIL.ESS OT,-IERWISf INDICATED, LOCATE VALVES wm-!IN 6 lD 12 IND--JES OF NEAAfSI' EOOE OF~ G. ::HECK VALi/ES AND A.Nn-ORAJN VAL.YES: INSTALL WHERE ;.EQUJRED TO PR..~ LOW-HEA.DOAAJNAGE. H. 8ACKFLOW PREIIENTION UNIT ANO AUTOMATIC CONTROlLEt<S: VERITY LOCATION Wlll-i AAOilTECT / J.ANO!l:APEAACHITECT. JNSTilil IN ACCORDANCE WITH MANUFACTURER'S lr6!RUCTIONS. t.SPRINICLER tlEA:IS: 1. SI IRLIB l~E:ADS SHALL Bf INSTALLED AS NOTED CW'f t:AAWIJ'Q 2. INSTALL HEAD'S A:..ONG CURBS, WAl.!<5, AND PAVING L:VfL WID1 :ilW:lf JN lAWN AREAS. 3. SET ALL rlEAOS PERPENDICULAR TO FINIS-IEO GRA.Oe, lllllf5SOTHERWIS'E :>J.RECJED IN MChlTECT. J. REMOTE CllNTWL VALVES: INSTALL VALVES IN SHRUB OR GROUND COVER AREAS Wt£1lEVERP05SlBLf, OR WHERE SHCMIN ON [){AW!Nffi WHE1t1 GROUPED TOGETHC:lt, ALLOW AT LEAST 12 IICHl=S BElWEEN VALi/ES. INSTALL EACH CCM'RCl. VALVE INA !i:PAMTE VAL\IE Bal(. 3Al5 urn.m Sl=RYICE!I: A. CONNECT TD =XISTING WATI:R OUTLET OF! GATE VAi.VE AT I OCAllONS INDICATED OH DAAWINGSAND MAKE MINOR Oi.At«iES IN LDC\TION NECESSAR.Y DUE 10 ACTUAL SITE CONDITIONS/'6'M)R)( Of THIS SECTION. B. CONri:Cr TO EXISTING ELECTRICAL SERVICE. MAKE MINOR CHANGES IN LOCATION P,S NECES5ARV ll.lE ID ACTIJAL SITE COJL)mOHS/'6WORIC Of THIS SECTION. 3.06 WIRING= A. Pi.ACE WIRING IN lHE SPJo1E TRENCH AND ALONG Tl-IE SAME ROUTiriG AS THE PRESSURE SJPPLY Uril:S, UNLESS 0nt:RWI5E/\PPRCM:D. L INSTALi. WIRING PRIOR TO MAIN UNEWI--ENMR llOsstBLE. 2. WHEN MORE lliAN ONE WIRE IS Pl.ACED IN A TR.:No-t, TAPE WIRES TOGETHER AT MMCIMUM m FEET ON CTNTEIIS. 9. PROVIDE A 12-l'lCH EXPANSION LOOP AT EACH CONNECTION AND ~J.:..ECTIONAL CHI\NGE. PRO'.'IDEASLFFICIENT ~ATEA0-1 S'UCE 10 ALI.OW VAJ...1/E BONNET ID llE BROUGHT TO THE 5Ullf!Kt'wnK'lUTDl!!CO~ C. USE A OONTINUOUS WJRE BElWEEN COJfTROLLERAND REMOTE O::lNTR.Ol VALVES. S. fXC;i?T Ni, OlliERWI5E APPF!OVl:D, DO NOT !i'ill:E WIRE AT Mlf POINT. 2. APPROVED SPUCESSHA,LL aE EN0.05EDINABCJX. D. IF WIRES UNDER PA\IED A.'UcAS CANNOT l'IE CONTINUOUS, SPLlCES SHALL BE ENJ..OSEO IN NIAPPRO\.'EDJJNCTION ED(_ 3.07 VAL\l'I!! aDU9: A. FILL AREA UNDER l!OX WITH MINIMUM Of 1 CU91C FOOT [)F 3/"I-Iroi 00.ISdEDGRAVEL BEFORE 9(l1( ISINSTALLEO. ENGJMII 'S SIGNATURE REQUIRED ON PAGE 1 ONLY ARPRQIK l J ~ "\..,;,, 1,--i. o 1 E~t"1'1\rJt RING PLA!'ICHECKER DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 3.0S FIB..D QUALITY OONTRDU A. CONTRAc:roR'S RESFCUi!BILJTY: l, NOTIFY ARCHITECT FOR THE t-DLLDWING POTENTlAJ. ll&lEWS, WIJli 48 HO:JRS MINIMUM NOTICE. A. PRESSURE SUPPI-Y UNE lNS I AI.LATION AND 1ESTING. 6. SY'Sll;M LAWUT. C. AUTOMATIC CONTROLLERINST.-...i.AllLfi 0, CONTROL WIRE INSTNJ.A.TION. E, LATERAL LINE AND SPRINKLER HEo\!'.l lNETAllATION, I', EMITTER TUBING i\ND EMITTERINST>UATIDrt G. COIIERAGf TESTS PRIOR TO 1-ANPS::N'E Pl.ANTIM'... H, PROVIDE 7 DAYS NOTICE FOR FINAL R..~. l. PROVIDE "WALKIE-T/\1.IClE" EQLIJPMENl MD/OR PERSONNEL TO MAINTAIN COMMUNICATIOh: Fll!lf,1 RE\111:W AR.EA TOALITOMA11C CONTROLL.ERS. 3, PROVIDE UP·TN-DATE PROJECT RECDRD OOAWlrM3SAT E.ro-t RtllltW. ~ IN Tl-£ EVENT CONTR.ICTCR CALLS FOR A RE\IIEW WffilOUT UP-ID·DATE PROJECT il.fCDRO MAWING$, Cit v.rno.JT PREIWUt,.6 ThE SYSTEM FDR lNS?ECODN, CONTRAClOR Sl"W.L BE RESPONSIBLE FDR REIMBLIRS!NG ARCHITECT ON AA. HOLRLY SIISlS F:lR TrlE INCON',ENLEta. r,o MlrlER R.Ev1EWS WILL 11E SCHEDULED UNTIL THIS OWlGE HI'S BEEN l'Alll B. P.U:SSURE TESTS: 1. )0 NOT INSTALL REMOTE COI\TROL VA!.VES, QUICK COUPLERS, OR ANY OTHER 1/Al.\lE ASSEMB!.Y UNTIL TEST1Ni3 Of PRES&JRE 1-'.AJN i.JNES ZS COMPLETED AND APPROvB>. 2. DO NOT BACKFILL l'R.c:HCHES MORE nt'\N NECEss-AY UNTIL TESTING HO.S 3EEN RE\llEWED, TESTED, A.'ilDAP?ROVED. 3. PROYlDE EQUI?MfWT NECESSARY TD TEST SYSTEMS, INC.UOlr«i Fo«::l: PlM". ◄. PERFORM HVDROST'ATIC resrs IN PRESENCE OflrlE AAOilTECT. 5. TEST PRESSURE SUPPLY LINES UNDER HYDII.OSTATIC PilESSURE OF 150 POUNDS PER ~LIARE IICli f::>RA PCRIODOF 2J--DIJ)!!;, U~LESSant:RWlSE OJRECTED 9Y THE ARCHITECT IN WRlllJllG. C. SYS1Hl FLUSHING: AFTER SPRJN)(J.ER PIPE UN~ AND RISERS A.'l.E IN P:XE AND CONNECTED, AND ffiIDR IDINSTAU.ATJON OF SPRINKI.ERHEACS,. lliDRDIJGHL\' FWSH ALL LINES Win--1 A FULL HE.-.0 Of WATI;R. INSTALi. SPRINKLER HfADSAFTER. UNE:S l"A\IE BEEN FLUSHEDTOIBE S,\TISFN:TlON OF WE ARQ-IITECT. D. COVERAGE 11"..sr.i: 1. PERFORM COVERAGE TE5TSAFTER SPRlNKLER SYSTEM IS COMPLETED, 9UT PRIOR TO/Wf PLA.NTING, INlrlE 1'1<ES9',1CE llf TI-E AACH!lKT. 2. TEST 5'(5TEM TO EWSUF!E 77 IAT PLANTING AREAS ARE WATERfD~Y ND UNIFD~Y. 3. MAKE NECESSARY ADJUSTMENTS, lNCLLKllNG REALIGNMENT OF HEADS, TO PRO\/Ic>E R..~ CMRA.Ci?AS DIRECTED 9Y ARD1ITECT, 'I. If-11 JS :JETER.MINED THAT COVERAGE CAN !IE IMP ROI/ED BY A !'IOZZLE CiANGE, Mm SUCH ~ES, OR.ARRANGE WITH THI: MANUF.crtJRER TO HAI/I: SUCH o-lANGES MADE, AS PART ct THE WORI( OF Tl-US SECTION. MA.ICE OW!IGES Pl<ICfl. TO AHf ?U\NTING, 3.09 CLEANlNlli: A, UPON COMPLETION OF THE WORK, RESTORE CiR::JtJND SURFACF.5 TO REQUIRED ELEVATIOHSAND llfMM EXCESS MATERIALS, CEBRISf.NO EQUIPMENT FRO~ THE SITE TO SATI9'"ACTION OF A~. 3.10 DEMONSTRATIONI A. PRO~DE INSTil.iJCTION TO MNNTENNICE i'ERSONri~ IN l'Rl'.J>cR OPERATION Of EQUIPMENT IN ACCORIJ,ll,NCE W1lH ~:lN 017311 END OF SECIJON APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH~ET I - "AS BUILT" TITLE REVIEWED BY, IN5FECTOR CITY OF CARLSBAD FLANNING DEf'ARTMENT TUSCANY OFFICE SUITES 2753 JEFFERSON STREET CARl.5BAD, CA ::l200B Af'N, 203-1 I 0-14 I APPriJ2( 4r. ~ l.:zj): - f'LANNING DATE DATE I SHE:Ts I I 1--~-o, DATE DATE INITIAL DATE JNJTlAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: --RP 04-12 4397L OTHER APPROVAL CITY APPROVAL RVWDBY, 22 • 31 0 RENEWAL DATE IRRIGATION SPECIF"ICATl □NS 1. DS/30/2D06 2. 09/01/2006 3, 11/21/2006 4. 0 1 / 1 9/2007 5. D 1/29/2007 .JOB: 200337R TUSCANY OFFICE SUITES MA..JOR REDEVELOPMENT PERMIT 04-12 CARLSBAD L-6