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DWG 336-7L; CUP 92-10; HUBBS-SEA WORLD RESEARCH; 01-18
2. 3, 4, 5, 6, 7 * 8. 9. 10' 11 12. 13, 14, 15. 16. 17. 18. )(-19 20 21 -)(-22 * 23 RECLAIMED WATER NOTES ALL WORK SHALL BE !)ONE IN ACCORDANCE WITH Ttff CARLSBAD MU'JICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGJLATIONS FOR CONSTRUCTION OF RECLAIMED WATER f/Al'-JS" DATED OCTOBER, 1993. AU. PUBLIC FACILITIES SUCH AS COMFORT s·-A TIONS, DRINKING cOUNTAINS. ETC, SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF, OR OVER-SPRAY IS PERMIT [El). HOSE BIBBS ARE STRICTLY PROHIBITED. O'J SITE CROSS-CONNf:CTION BETWEEN RECLAIMED WATER LINES A'JD POTABLE WATER LINES IS STRICTLY PROHIBITED NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWEO WITHOUT 1'1,IOR APPROVAL 0" THE CARLSBAD WA ffR DISTRICT, ALL ON-SITE PIPES SHALL t1A VE: WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGJLA TIONS. -HE IRRIGATION SYSTEMS SHALL PUN BETWEEN THE f-"QURS OF 10 00 P.M. AND 6 00 A.ti! -HE FOLLOWING MORNING (SPOT IRRIGATION COULD Bf' !)ONE AT A DIFFERENT TIME) WITH QUALIFIED SU"ERVISION PERSONNEL ON SITF PROVIDE AT I f'AST 18" OF COVER OVER A.L WIRING AND PIPING. PRIVATE LOTS SHALL BE PROTECTED f'ROM CONTACT FROM RECLAIME) WA H:R, Wl"ET~ER BY WINDBLOWN SP'lAY OR BY )IRECT APPLICATIO'J. THROUG~ RRIGATION OR OHIF:R lll'PROVED USE. LACK OF ~ROfcCTION, WHETHER BY DESIGN, CONSTRUCrlON PRACTICE OR SYSTEf.1 OPERATION, IS STRICTLY PROHIEllTED CONTRACTOR SHALL ADJUST HFAl)S TO Pf1EVENT OVER-SPRAvlNG ON AI_L SIDEWALKS. STREETS, AN:J PRIV!'.TE ,ors, OUICK COUPLING VALVE'S SHAl_l HAVE A SPECIAL COL.;PLE KEY PER CARLSBAD MUNICl~AL WATER DISTRICT'S RJLES Al,D REGULATIONS. METERS SHALL 3E Sllf'O BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT ALL IRRIGATION PIPI:: SHAI.I. Be STENCILED, COLOR--CODED if'UF,PI_E) AND LAID WITH WARNING TAPE PER fHc CITY OF CARLSB!,D MUNICIPAL WATFR )1$TRICT'S RULES AND "lEGUcATIONS. ALL POTABLE WATER AND RECLAIMFD WATER PIPING SHALL L3E INS f AL I F'I) WITH THE STENCILING ORIEN"'.ED TOWARDS THE TOP OF THE TRENCI,. WHF,N A POTABLE WP,TER LIN[ AN) FlFCI AIMED WATER LINE CROSS, Tl,E ilcCLAIMED I_ NE SHALL BE INSTALLED WITIIIN A ~ROlFCT VE SLEEVE, THE SLEE'✓E SHALL EXTl::ND 10 FEtT FROM EACH SIDE, FROM Tc-IE CENTER LINE Of' POTAGLE LINE, FOR A TOTAL CF 20 FEET A "0 FOOT HORIZCNTAL SCPARATION BETWEEf\ POTABLE WATER AND REC Al'IIFD WAT::R VAINS VUST BE MAINTAINcD A f Al:_ Tl~1ES. THE POTABLE LINE MUST GE INSTA_LED ABOVE THE RcOLA!M[D LlfJF. A MINIMUM OF 12 l'ICHES OF VcR-,ICAL S~PARATION BETWEEN UTILITll::S VUS T 13E MAINT AINED AT ALL TIMES DEVl':LOPER/CONTRACTOR SHAii. CONDUCT A CROSS-CONNECTION Tl'S r AND COVcf<AGE TEST AS DIRLC ED BY T~E CARLSBf,D MJNICIPfa,_ WA T~R 1)1S ,·RICT ENGlf\l':ER AND/OR Tlil: SAN DIEGO CDUNTY DEPARTM[NT Of' HFAL I H SUlVIC::S PRIOR TO ANY USE OF R[CLAIMl.'D WAlf'f,. QUICK COUPLING \/ALVES USf'I) IN F,ECLAIMED WATER SYSTf:MS SHALi. CONH)l1M TO THE FOcLOWING: A. DUICK-COUPLING VALVES SIIALI F3F 1 INCH NOMI\JAL SIZE f\ELSDN NO. 7645, WITH BR!,SS CO\JSTFlUCTION AND A NORMAL WORKll,G PRESSURE OF 150 P.S.1 OR RAI\JBIRD NO. 44 NP I) IN ORDER TO PREVE~ T JNAUTHOR11ED USE. FIE VALVE S1,ALL GE OPEl'IATED ONLY WITd A SPCCIAL COUl'I H< KEV WITH AN ACME TH'<EAD FOR OPENlt,G AND CLOSl'JG THE VALVc THE COVER SHALL BE PERM/INf-NTi_Y Al -ACHED TO THE DUICK- COUPLl"IG VALVE. IT SHALL BE PURI' F RIJBBE'1 OR Vlc-JYL. LOCKING COVERS 6.Rl HEOUl"H'O, AN ANNUAi_ CROSS CONN[CTION INSl'~CT!DN WILL BE DONE BY [ITH[R CARI.SBAD MUNIC.P,AL WATER DISTR CT OR SAN :JIEGO COUNTY D[PAR,MENT Of' --lf'AI_ fH SEf<VICES. C0°IES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NOl\- I1\SPECTING PARTV DEVELOPER SI-ALL Sl10W THF LCCA T,ON OF R.C. Sl<3NS "DO f\0" DlllN'<" ON THESE PLANS AN ON-SITE USER/SU>fcRVISOR SHALL BE DESIGNAT~D IN WRITING, THIS INDIVIDUAL SHALL BE FA.MILIAR WITH PU,,1BING SYSTEMS WITHIN TIIE PROPEllY, WITH Tl•E B.ASIC CONCEPTS OF BACKl'LOW/CROSS CONtJEC"'ION 0'101ECTi0N. AND THI': SPECIFIC REOUIRl:MENTS 01' A "lECLAIMED WA T[R svs I ,M COP IFS OF THE DESIGN,\ TION, WITli CONTACT PHONt' NUMBERS SHALL BE PROV DLD ro THF. s.~N DIEGO COUNTY DEPARTMENT OF HFAI TH SERVICES AND CARI S'lAI) MIJHCIPAL WATER DISTRICf. IN CASE OF lcMl,RGENCY CONTACT DAVID GARDN'cR 226-3675 OR AFTER HOims CONTACT DAVID GARIJ\Jf-R 226-3675 * ITEM NO.'S 8,19 & 23 SHALL BE REOUIRf'I) JUST PRl0'1 TO TIJE ACTUAL use Cf' Rl'CI_AIMED WATER. ITEM f\O. 22, Ti'E SIGNAGE PI.A.N. S'-IALL BE/\ PART OF TIIIS IP. BUT Tiff ACTUAL SIGNS & TAGS WILL BE INSTAl .. :_f'D JJST PR'OR TO ACTUA.l. L!SE 01' R,C, WATER ?4. SHOW ALL PUBLIC A.ND PRIVA l E POTABLE W.A TER MAltJS ON IMPRCVFMF:NT l'IMJS. ---18" -----~ WARNING, RECLAl!ED WATER DO HOT DRlNK T 18" A Y1$0 -AGUA l~PURA j ~No_rn~AR~ __ 18' X 18" Sile 016 ALUMINcM. ,060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 1---BLACK I OGO ,-1" BLACK LETTERS [TYP I f-----+-----36" ·•-I----1 .. t WARNING, RE LAIMED WATER DO NOT DRINK 1r RECLA MED WATER t AVISO AGUA IMPURA N TOMAR .,., --L..¼-----~+-------' PURPLE BACKGROUND -2" BLACK LETTERS V X 34· SILE 016 ALWINJM, ,060 ABS PLASTIC OR STICK-ON VINYL SIGNS RECLA MED WATER SYSTEM (PR VATE) SHEET INDEX SHEET NO.'$ HUBBS-SEA WORLD r1rLE SHEET Gl::'NE R AL/IRlllG,,; T ION SPECIFICATIONS IRRIGATION SPECIFICA T!ONS IRRIGATION SPEClr"ICA T cr~s IRRIGATION Pl.ANS 1 2 3-4 5 RESEARCH INSTITUTE IRRIGA r:or-J DETAILS r:'I A~TING SPECIFICATIONS PL At\TING PLANS 6-7 8-9 10 -11 12 -13 14 SIGNAGE NOTES TIJE FOLLOWlflG GUIDELINES FOR THE USE OF RECLAIMED WA ffR ARE TO BE PERMANENTLY POSTED INSIDI: fHI: DOOR OF EACH CONTROLU:R WHERE THl:Y Al'IE EASILY VISIBLE. PL.ACE Ori 8-1/2" X 11' S 1":J Sl(iN COLOR· PURPLE B.;CKGROUN[) WITH BLACK LETT':RING, I GLIIJFI !NI'S cOR Re CLAIMED W,C,TER USE 1. 2 J. 4, 5, 6 /, IRRIGATE BETWEEN Tiff HOURS OF 1000 P,M, AND 6:00 A.M. ONLv. WATERING OUTS DE THIS TIME FRAME MUST BE DONE MANUAU. Y WITH QUALIFIED SUPERVISORY PFl'lSOfJNEL ON-SITI':. NO SYSTEM SHALL AT ANY Tlf!E [l". c.FFT UNATTENDED DLRiNG USE OUTSIDE THE l,ORl~AL SCHEDULE IRRIGATc IN A MAIJt-:E:R THAT WILL MINIMIZE RUf\-OFF. POOL,NG, A~) l'ONDING. -HE APPLICATION RA TE SHALL IJO T f'XOl'ED THE lf\FIL TRATION RATE OF THF' SOIi_. T MERS MUS'" ElE A,)JUSTFD so AS re BE COMPATIBLE WITH T~E LOWES-SOIL INFII TRA 1I0~ RATE PRl'SF'NT T--IIS ~f<OOEDURE M/IY BE FACILl~ATED flY lHE EFFICIENT SCHEDULING OF r,ir: A~ l OMATIC CONTROL CLOCKS, [IE. EMPLOYING THE REPEA r FUIJCTION TO 13Rl'AK UP TH:: TCTAL RRIGATION T ME INTO CYCU'S THAT WILL PRCMOTE MAXIMUI~ SOIi_ AFJSORPTION). AD"us-SPRAY rEADS TO ELIMINATE OVE=iSPRAY ONTO AREAS NOT UNDER [Hf; CONJROI. 0~ THE cus-OMER FOR EX/1.MPLE, f'001. l~F'CKS, PRIVATE PATIOS AND IO l S, AND SHIEETS Al✓D SIDEWA,LKS MONl"-OR AN[) MA,NTAIN THE SYSTEM TO f.1INIMIZE EQUIPMCNT BROKE"N Sl'RINKU:Fl HEA.DS, LEAKS, UNRELIABLE I/ALVES, e IC AS SOON AS 1Hf-Y f:JFOOME APPAf,ENT, At'<D MATERIAL cAILURE SHOIJI .. D BE REPAIRED EDUCAT[ .ALL MAll,11:fJANC". l'FRSONNcl ON A CO'JTINUOUS BASIS OF THE f'Rf-Sf-NCE OF R"CLAIMl.cD WA I f·R PFf<SONN::L MUST GE INFORMED Tl,A I' RC. WATE'l IS MEA'JT FOR I'1RIG. PUlli'CScS ONI. Y. M✓D IS NOT A~PROVED FOR DRINKING PURPOSES, HAND, TOOi, WASHING, ~TC GIVI N Tllf' HIGH TL:RNO'VER RATE OF EMPLOYf+S IN THE LANDSCAPING 1.\JDUSTRY, IT IS IMl'OfHANf THIS INFORMATION BE DISSEMINA f~[) ON AN AL.MOST D.I\ILY BASIS IT IS YOU, :11r: LANDSCAPE CONTRACTOR WHO IS Rl'Sl-'ONSl.31.E FCR EDUCATll,G EACH AND EVERY ONF OF YOUR EMPLOYEES, OBTAIN PRIOR Al'l'llOVAL OF ALL PROPOSED CHANGES .AND MODIF CATIONS TO ANY PR,vAT[ OfJ-SITE FACILillf-S. SUCH CHM,GES Mus-BE SUBMITTED TO, AND APPF,OVED BY, TIJE DISfRICJ' F'NGINfcFRING OFFICE AND DESIGNATED iN ACCO''lDANCE WITH DISTRICT SfANDAl-mS. ALL R[CLAIMFD WA J'f-R SPlllNKLER CONFIOL VAI_Vf-S SHA.LL Be TAGGf:D WIFI ID~NTIFICATICN TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3·· X 4··, Pl)RPLE IN COLOR WITH ThF WORDS 'WARN NG-RECLAlf.1ED WA 0 ER-DO NOT DRlt,_K" IMPRINT!-[) ON ON!: SIDE, AND 'A\/IS0 -AGUA l\1PLRA NO -,QMA=i· ON -HE OTHER Sll)I'. MPRIIJTING SHALL BE PERMAl,E~ T AND R: .. ACK IN COLOR. USE IAGS AS ,MANJFACTUf<ED BY T, CHRISTY L'I TU1Pl11SF'S OR APPRO'✓':D l:OUAI.. B. ONE TAG SIJAl.l. Gt: ATTAOH~D TO EACH VALVE AS FOLLOWS· 1. IITTACH TO VAI.Vf: ST[M Dll,ECTLY OR WITH PL.ASTIC Tic-WRAP OH 2, ATT ACr TO SOLl'NOID wnE Dlf<EC-L Y OR WITH Pl AS r10 TIE -WRAP OR 3, ATTACr TO VAi.Ve COVER WITH l':XISTING 'J!1LVE COVER ROI, T 8, AI.L SPRINKl.[R IH,AIJS SHALi. FlE IDENTiFIED AS RECLAIMED WA ffR SPR N-<LER IJEADS II EACH AlTOMATIC CO,\Jl'HOI 1--R AND ITS ASSOCIATED EQUIPMENT SHALi. BE IDf-1'-T FIED WITH A SIGN B::ARlf\G Tl I[ WORDS "RECLAIMED WATER USED l'OR IRl,IGATION' l'J ENGLIStl AND Sl"AIJISH, WITH BL~.CK LET I 1,-,S ~ .. '-IIGH ON A PlRPLE 3ACKGROUND THE SIGN SHALc Be Pcf,C[D SO THAT IT CAN r,:c I,1-Allll.Y SEEN BY ANY OPERATIONS ~ERSQIJNEI. USING Tf-'E EOUIPM':NT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A IOCATION DF PIPE LINES 8, T',['NCci )EPTH C llEOUlfED SEPARAT ON [HORIZON r Al_[_ Y AND 1/ERTICAI.L YI. D. PIPF. IDENTI" CATION, E POINTS OF CONNECTION [POC'S). F I OCATl()N AND IDENTIFICATION OF SPRINKLER HEADS. G, WA~~klf\1 G SIGNS AT THE SITE AND ON TIIE fRUC<S HAULING RECLAIMi:D WA l"FF~ [IF RECLAIME) WAT[R IS USFI) FOR CO'JSTR,tCTION) AN AIJl:if:H)\/ AL f F.TTER RC:Gfa.'IDING THE INSPFCTION OF THE PROJEC'l Sl'AI I loE OH JAINE-I) FllOM THE CITY AND TliE DISTRICT, AN') RE FORWARDED ro TI If' cour-. TY ·lt:AL TH DEPA RH/ENT PRIOR TO FINAL lt-.SPECT,ON APPROVAL. D E LO R E N z 0 I HERF8Y )fCI_ARE TIIAT I AM THE LICENSED 1.ANDSCM-'F ARCHITl:C T INCORPORATED OF WORK FOR THIS PROJECT, THAT I HAVE'. r.XC:RCISUl RF:SPONS 131[ CIIARGE OVER THE DESIGN OF THE l'FO,Jf:CT AS D[f".N[D I "I SECTICN 11~11~1 6703 OF THE BUSINESS AND PROFESSIONS CODE. ,\ND THAT THE WORK IS CO'JSISTENT WI fH CUl'.l<[I\ T ST.',NDfaRuS. I Ut-,,D[RSTAND THAT fHt'. CH[CK OF PROJECT DRAWIN3S AND 1');,.nnin~ SPECIFICA !IONS BY THE CITY OF CARLSBfa.D AND fHf SAN !)If.GO COUNTY DLPA'CMENT HEALTH SFRVICFS IS CONI INl:.D R~VIEW l,,11)r1 -.::c ,,pe DF TO ONI_ Y AND DO~S NOT RELIEVE MF, AS I Hr: IX:F:NS[C L1\ N DSCAPE A11Jiih·1·!,un: ARCHIECT OF WOCc.K, OF l~Y R[SPONSIBILTl[S FOR f'Cc.OJECT DESIGN. -IT/:=, ll>'ln,-::.-,di: ~tr'.-~,t.S,.,it<: 150 San !l.r.;;:o. CA 92110 THESE PLANS HAVE BFFN PR[P,'Rc~ IN SUBSTANTIAL CONFORfAANCE 019•29G•!">l l:°) f'fi:x:6 I (.h2!H•;'::'.f:',lj WITH THE APPROVEJ LANDSCAPE CONCEPT PLAN, WP. lcR -CON SERVA !ION PI __ AN, Fl~E PROTECTION ,JLAN, ANO Al I. C()cJl)I 'IONS Date: c:;; . ~c, q 4 OF APPROVAi_ REL,">.TED TO LANDSCAf>l"G. Job No: 82-fil-02 . Sea hi: N.T.S. ~/ .. .. -,J f;r;"iwn Ry: C .. \,L, / ~, ' -J J!./3!2~~1 ':(_ GY: _/.~ ... .. .( DA ff, .. Froj .. 1,bgr.: R.M. PREPAR5 , / . I Ecvitiw<id By: \1, S. JJ~ /1.. 3/-'1'.i . REGISTRATION 'JUMBF:R· FXP. DATE: ... -... • 2. 3, KEY MAP ii SCAI F ~ 1",100' LEGEND OOOwOOO -······- !BJ LTI PROPOSED POTAB.E WATcR SYSTEM PROPOSED RECLAIMED :HRIGATION SYSTEM Al'lEA OF RECLAIMr'D WA l l'R USE i.OCA flON OF CONNECTION PO NT , f/ETfJ, AND 8AC-<FLOW ~REVENT[R ffi GAlE VAi.VE D ·Do fJOT DHINK · s1GN Loct, TIONs LANDSCAPE PLANS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL AS STATED INc (1)THE PLANNING COMMISSION RESOLUTION NO. 3523; AND BY (2) THE CALIFORNIA COASTAL COMMISSION. INSPECTION PROCEDURES (continued) DISTRICT FINAL INSPECTION SHALL INCi.UDE: A. COVERAGE T~ST, Af'TER COMPLETION OF Tile SPHINKLER SYSTEM, TO DE TERM NE T•1C: ADECii,;ACY OF COVERAGE ON THE APPROVED JSE ARf'A AND PROTEC flON OF AREAS NOT A 0 PROVED f'OR RECEIVING RECLAIMED W -~ TER. B WARNING SIGNS AND LABELS, C. QJICK COUPL'NG V/\L'✓ES. D ALL ASr0 ECTS OF THE IRRIGATION CONDITIONS INCLUDlr-:G WINDGLDWN Si>ilAY, RUNOFF, A\JD PONDING. E. f1f-QUIRFO P'10TECTION o= .t .... LL RL,SIDcN flAI. AREAS. F. Rf-QUIRFD P'IOTECTION o= WELLS, STREAVS, W:SER'✓OIRS. L: re. G, CFlOSS-CO\JNcC TION, ANNUAL INSPECTION SHALL INCLUDE: A COMPLETF, INSPFCTION WHICH SHOULD COVER PART A, PART BAND PART G OF THE DISTRIC1 f'INAL ,NSl-'ECT,ON. PROJECT OWNER: -SHEETS 7, 13 & 18 VICINITY rJo, TO SCALE CIY OF ocr=ANSll)f: ~k \\ \ \ MAP r:'I..At\ TING DETAILS CONSTRUCTION DETAILS CONSTRUCTION PLANS ·-"\ CITY '-., OF \ 1/ISl'A ~l\ ,J r' ~ ii APPROVED: I '~~-,. _ _,,:;-<Et;~ 71~/qy. DlGl~EERING PI.A~CHEC(ER ·•, DA TE 7 , / 15 -16 17" 18 x.ll 1,~NOSOAp,- t/"'"'i ,sf. Or~ "7~{" Qf~. ~ 0: • ' .· ' ,, ~ v ,,j· '. ' ,.,, / i,{_p, }'" o , t; I ;'~j/,rc.r ( ·~ .»>-"'" A . +"" "4 cf' ~t OF CA.\,.\\ ~------- "AS BUil T" SAN DIEGO GAS & ELECTRIC COMPANY APPROVED FOR PLANTING ~ .... 0/4,, B/7/r1r 5875 AV[NICA U,CINAS CARLSBI\D. CA 0?DOB AND IRRIGATION ONLY, TITLE .?~ : /U,.:p-. / L. A ' DAT[ PROJECT DEVELOPER: HU138S SEA WORLD RESE.~~CH INSTITUTE INCLUDING PRECISE 1700 SOUTH SHCRES ROAD RF:\/IE:WE:D BY: SAN DIEGO, CA 92109 LOCATION OF PLANTING L.~c:f--g/ 9,/ 7' s- SAN DIEGO C~Y <1JAL TH DEPARTMENT AREAS. INSPl:C'IDR ,, , DAlE "v-1", \1UNICIPAL -0 ~ 7-IL-9~ CARI.SElAD WATER DISTRICT --· _, \ -·-·---···-··· ··-·-·"' ' .. Revisions m~_st ___ be a~p.cove_d by Publk H~o;th Ergin~_?.:'.. ~it:; !:'.,:g:~e,.::_~'. .. ~---~i:.trid [ngfrH;:er prior to implerr,~~-~~::_!on i1_ :_i~!~ .. ----· APPROVED BY: -lJAll: SHEET CTIY OF CARLSBAD SHEETS CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES 1 PLANNING Jff'ARTMENT 18 lNGINl:E:._R OF WORK OTHER APP"<OVAL CITv Ar'PRO'✓Al., ' ?., ~-~"'' --,. --..... , ____ , __ ,_,_ """ "" ____ ,,_ ,/4.,14,_· _J_-7_-'J4 .. -··--··-· .., .,. -·-·-····-.. , ... ,. I --·--TITLE SHEET FOR, ·- WILLIAM B. PLUMMER, DISIRJC'f ENGINEER DATE . -.,. . -, .. -. ----------·-·· HUBBS SEA WORLD R.C.E.28176 EXP. 3 . .'.31.00 ----.. -·--··· ·-·-· . BENCHMARK _, ... ,. .... -··· . -·-----·-··-··-------. . . ~.?SEA{ ill, !~,SJ[UTE )[SCR'l'llON: 5TAN~ARD DISC SET AT SOUTHWEST CORNF.R --+----·-. , .... ... , . ·-· ----------....... OR CONC. BASE: or E'.AS'f SIGr-:AL OF NORTH ! APP~~f. ~ 7-27-97 BOU,D RAILROAD TRACKS. --------.. -·····-.. "' , ..... ··--··-· ,OCATION: l).6 Mill:$ NORTH OF RAILROAD C~OSS,NG Ai CANNON "" ·---...... -····-······-------·· ' . ------- : ASSIST -~AN.NI ·c DIRf:ClOR / 1DA TE ROAD 84 FFF.T SOU™ OF AGUA HEDIONDA cOUS fY PUUP STATION 6 FEET EAST OF CfNlERUN!: or lRACKS -----···--.. ,. .. , . "" ·--··· I AT SWITCH SIGNAi_ STATION ' I ' -···-·---. ---·-·-. __ , ___ ,,_ OWN 8Yc PROJECT NO . ' ORAWlNG NO, RECORD FROM: NORlH COUNlY \/1:.RTICAL CO~'TROL DATA BOOK, DATE NITlfa.L DAlE INITIAL DATE INITIAL · CHKD 3Y: I ____ ,,,,,_ ., •, .. ···--·-·-·· CUP 92-10 336-7L PAC£ 1 JO NO oc 0152 REVISION DESCRIPTION RVW!J BY: I I ' ELEVA nON: 30.8<9 M.S.L. ENGINEER OF WORK I I C.M.W.D 93-C~. @J) SECTION 00010 -GENERAL CONDITIONS PART 1 -GENERAL 1.1. DESCRIPTION: 1.1.1. ALL PROVISIONS OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION". A IA DOCUMENT A201, LA TEST EDITION. SHALL APPLY TO THE WORK AS IF BOUND HEREIN. COPIES ARE AVAILABLE AT THE ALA OFFICE, 233 A STREET, SAN DIEGO, CA 92101. 1.1.2. 1.2. 1.2.1. 1.2.1.1. 1.2.2. 1.2 21 1 2.3. 1 2.3.1. 1 2.4. 1.2.4.1. 1.2.5. 1.2.5.1. 1.2.6. 1.2.6.1. 1.2.7. 1.2.7.1. UNDER ARTICLE 4.18.1 ,INDEMNIFICATION OF THE GENEf-lAL CONDITIONS, DELETE THE WORDS "(OTHER THAN THE WORK ITSELF)". GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS: SCOPE OF CONTRACT: THE FOLLOWING TEFlMS, CONDITIONS, AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS. THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. JOB FILE: THE OWNER SHALL FURNISH THE CONTRACTOR WITH ALL DRAWINGS. SPEClclCATIONS. FlEVISIONS OPDC:RED BY THC: LANDSCAPE AflCHITECT AND CHANGE ORDC:RS THE CONTRACTOR WILL FURNISH HIS CONTRACT, ANY SHOP DFIAWINGS REQUIFIED AND A WOflK SHEET ON WHICH HE WILL NOTE ANY DEVIATION FROM THE CONTRACT NOT OTHERWISE COVEf-lEO TH: CONTRACTOR WILL KEEP ON THE JOB AT ALL TIMES A FIELD SET OF DRAWINGS. WORK SHEET AND SHOP DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED. PEflMITS AND SURVEYS: THE OWNER SHALL ESTABLISH ALL LOT LINES AND FlESTRICTIONS. ALL OTHER LINES, GRADES. AND LEVELS SHALL BE ESTABLISHED BY THE CONTRACTOR MJO HE SHALL VER.FY ALL DIME.NSIONS, LINES. AND GRADES INDICATED ON THE DRAWINGS. THE OWNER SHALL FURNISH ALL SURVEYS. PER'"11TS AND LICENSES REQUIRED FOR EXECUTION OF TH:: WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR'S/LANDSCAPE ARCHITECT'S RESPONSIBILITIES: THE CONTRACTOR SHALL GIVE EFFICIENT SUP'::RVISION TO THE WORK, USING HIS BEST SKILL ANO ATTENTION. WHEN ABSENT FflOM THE JOB, HE SHALL APPOINT A SUF'ErlVISOR CAPABLE OF DISCUSSING MINOR MATTERS 'NITH THE OWNER AND LANDSCAPc ARCHITECT ON THE Sl'E. HE SHALL CAREFULLY STUDY AND COMF'ARE ALL DRAWINGS, SPECIFICATIO;NS, AND OTHEH INSTHUCTIONS FOR THE WORK ANY WORK INDICATED IN A MANNER WHICH WOULD MAKE IT DIFFICULT TO PRODUCE FIRST CLASS WOf-lK, OR ANY DISCREPANCIES OR CONFLICTS WHICH APPEAR BETWE:CN DRAWINGS AND SPECJFICATIONS, OR BETWEEN SPECIFICATIONS AND LOCAL 0f1DINA,NCES OR RESTRICTIONS. SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT FOR INTERPRETATIO\J ori CORRECTION BEFOFlE PROCEEDING WITH WORK. THE LANDSCAPE ARCHITECT SHALL AT HIS DISCRETION FlEFER INTERPRETATIONS OF DRAWINGS, SPECIFICATIONS. OR CONTINUITY WITH LOCAL ORDINANCES AND RESTRICTIONS TO THE OWNER AND/OR ENGINEEl1 CHANGES: NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT AND OWNER A~L SUCH INSTRUCTIONS SHALL BE IN WHITING ON A "CHANGE ORDER" FORM. UNLESS CONTflACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (48) HOURS UPON FlECE!PT OF A CHANGE ORDER, SUCH ORDE"l SHALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES ANY CHANGES INVOLVING EXTRA COST. OR ALTERATION OF THE OVEf1ALL APPEARANCE OF THE PROJECT SHALL BE COUNTER-SIG,NED BY THE OWNER. THE LANDSCAPE ARCHITECT MAY INSTRUCT THE CONTRACTOR TO ISSUE CHANGE ORDERS FOR ANY ADDITION, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE COtJTRACT PRICE SHALL BE ADJUSTED BY EQUITABLE AGrlEEMENT TO COVER SUCH CHANGES IF ANY INSTRUCTION BY THE ~ANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOFl, hE SHALL GIVE WRITTEN NOTICE TO THE OWNE.rl BEFOf-1:: PROCEEDING WITH WORK. HIDDEN OBSTACLES· PRIOR TO EXCAVATION INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWERS, SEPTIC TANKS, Ar,D SUCH OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTION NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES ANO THE PROPOSED WORK, HE SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT, WHO WILL ARRANGE FOR RELOCATION. THE CONTRACTOR WILL PROCE:D IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE. PROTECTION OF LIFE AND PROPERTY: THE CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S C:XPENSE CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (A) WORKER'S COMPENSATION, (8) PUBLIC COMPf1EHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR AD,IOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTEcl TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. BODILY INJURY PROPERTY DAMAGE COVERAGE $250,000 PER INDIVIDUAL PER OCCURRENCE $100,000 PER OCCURRENCE AGGREGATE 1.2.7.2. 1.2 7.3. 1.2. 7.4. 1.2.8. 1 2.8.1. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: HUBBS SEA WORLD RESEARCH INSTITUTE 1700 SOUTH SHORES ROAD SAN DIEGO, CA 92109 DELORENZO INCORPORATED 1775 HANCOCK STREET, SUITE 150 SAN DIEGO, CA 92110 THE CONTRACTOR SHAL~ NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT iT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIIVE DURING THE CONSTRUCTION PERIOD, BE CANCELLED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIERS, OR AGENTS. SUBCONTRACTORS: THE CONTRACTOR SHALL iNFORM THE OWNER PRIOR TO START OF WORK OF THE NAMES OF ALL SUBCONTRACTORS PROPOSED. IF ANY; AND HE SHALL NOT EMPLOY Ar-;Y TO WHICH THE OWNER MAY OBJECT AS INCOMPETENT OR UNFIT. -CHE CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWIJER FOR THE ACTS OR OMISSIONS OF HIS SUB- CONTRACTOflS NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTURAL RELATION BC:TWEEN THE OWNER AND ANY SUBCONTRACTOR 1.2.9. FINAL SITE REVIEW: 1.2.9.1. UPON COMPLETION OF THE WORK. THE CON,RACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH Tlrv:E THE CONTRACTOR SHALL BE PF1ESENT. ANY ASSUMED OR EXISTING VARIANCE OR OMISSION SHALL BE NOTED AT THIS TIM::, AND THE CONTf1ACTOR SHALL STIPULATE WHE~J AND HOW HE Will RECTIFY SAID VARIANCE. WHEN THESE CHANGC:S. IF ANY, HAVE BEEN CARrllED OUT AND THE AREAS OF WOflK CLEANED, THE JOB SHALL BE CONSIDERED COMPLETED AND THE GENEHAL CONTRACT EX::CUTED. 1.2.10. RESPONSIBILITY FOR WORKMANSHIP· 12101 NEITHER COMPLETION OF THE JOB NOR FINAL PAYMENT SHALL RELIEVE T.HE CONTRACTOR OF RESPONSIBILITY FOR GUAF1ANTEES STATED IN THE CONTRACT, ori OF RESPOtJSIBILITY FOR FAULTY MATERIALS OR "00R WORKMANSHIP. THE CONTRACTOR SHALL PROMPTLY REMEDY ANY DEFECTS WHICH OCCUR DURING THE GUARANTEE F'ERIOD AS SPECIFIED IN THE CONTRACT. NOTICE OF OBSERVED DEFECTS WILL BE FORWAFl[)ED TO THE CONTRACTOR BY THE OWNER IN TR,PLICATE. THE CONTRACTOR WILL RETURN TWO (2) COPIES TO THE OWNER, NOTING THEREON WHAT ACTION WAS TAK2N. ALL OU2STIONS ARISING UNDER THIS ARTICLE SHALL BE DECIDED BY THC: OWNER. 1.2 11. COMPLIANCE WITH BUILDING CO'.:lES: 1.2.11.1. WHENEVER THE TERM 'BUILDING CODE" OR "CODE" IS USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE TEF1M MEANS THE FOLLOWING; UNIFORM BUILDING CODE· LATEST EDITION. UNIFORM PLUMBING CODE; WESTERN PLUMB:NG OFFICIALS ASSOCIATION-LA1EST EDITION. LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS; CITY OF CARLSBAD• LATEST EDITION. ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS. CARLSBAD MUNICIPAL WATER DISTRICT RECLAIM::D WATER STANDARDS. LATEST EDITION. PART 2: SPECIAL CONDITIONS 2.1. 2 1 . 1 . 2.2. 2.2.1. 2.3. 2.3.1. 2.4 2.4.1. 242 24.3. SAMPLES: THE CONTRACTOR SHALc SUBMIT I/ATE RIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR IN THE CONTRACT DOCUMENTS. PRIME RESPONSIBILITY: THE Pf11ME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLETE FlESPONSIBILITY FOR ALL SUBCONH1ACTORS AND PERFORM SUCH WORK AS COORDINATION AND SUPERVISION AS !VAY BE REQUIRED TO COMPLETE Tl-:E WORK; SUCH AS SCHEDULING. CORRECTING ERRORS ANO OMISSIONS, :NITIATING CHANGE OFlOEFlS AND BILLINGS, NORMALLY ASSOCIATED WITH THE FUNCTION OF THE PRIME CONTRACTOR, TO COMPLETC: THE SCOPE OF THE WORK. LANDSCAPE ARCHITECT'S FUNCTION: THE LANDSCAPE ARCHIT::CT SHALL HAVE GENERAL LANDSCAPE SITE REVIEW AND DIRECTI0-"1 OF WORK UNDER THE GENERAL CONTRACT AS RELATEJ TO INTERPRE-ATION OF CONTPACT DOCUMENTS. HE IS AGENT OF THE OWNER TO THE EXTENT PflOVIDED IN THE SPECIFICATIONS AND WHEN IN SPECIAL INSTANCES HE IS AUTHORIZED BY THE OWNER TO ACT. AS INTERPRETER OF THE LANDSCAPE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS MAY BE NECESSARY ON OCCASION DURING THE CONSTRUCTION CONTRACT, HE SHALL SIDE NEITHER WITH THE OWNER .NOR THE CONTRACTOR. BUT USE HIS AUTHORITY UNDER THE CONTRACT TO ENFORCE ITS FAITHFUL PERFORMANCE. SPECIAL RESPONSIBILITIES THE CONTRACTOR SHALL COMMENCE SELECTION AND VERIFY THE AVAILABILITY OF ALL NECESSARY MATERIALS UPON AWARD OF CONTRACT. ANY DEPOSITS NECESSARY TO SET ASIDE MA TE RIALS (EITHER BY THE OWNER OR BY THE CONTRACTOR) SHALL BE ARRANGED BY THE CONTRACTOR AS SOON AS POSSIBLE. THE CONTRACTOR AGREES, BY SUBMITTING A BIO. THAT THIS PROJECT WILL RECEIVE A HIGH PRIORITY ON HIS WORK SCHEDULE. THE ONLY DELAYS CONSIDERED ACCEPTABLE ARE THOSE WHICH CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. ' 244 2.4.5. 2.4.6. 2.4.7. 2.4.8, 2.5. 2.5.1. 2.6. 2.6.1. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. THE CONTRACTOR SHALL SECURE ANO PAY FOR ALL REQUIRED PERMITS AND FEES TO COMPLETE THE WORK. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY, ANO SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. THE WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RESULTS. THE LANDSCAPE ARCHITECT RETAINS OPTION TO flEQUIRE THAT THE CONTRACTOR RECEIVE A SITE OBSERVATION OF EACH OPERATION AND MATERIAL PRIOR TO, UPON, ANO AFTER INCORPORATION INTO THE WORK. CLEAN UP: DURING PflOGRESS OF THE WORK, KEEP THE PREMISES REASONABLY FREE OF ALL DEBRIS AND WASTE MATERIALS RESULTING FROM THE WORK. ALL DEBRIS, TOOLS, EQUIPMENT. AND RUBBISH SHALL BE REMOVED FROM THE SITE ON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK. DEBRIS AND RUBBISH SHALL BE DISPOSED OF OFF-SITE AT A LEGAL ANO APPROVED DUMP SITE. GENERAL CONTRACTOR'S GUARANTEE: THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK PERFORMED AND MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONT.nACT AGAINST DEFECTS IN MATERIALS AND WOR:-CMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND Cl,':' OF ThE COMPLETED WORK, EXCEPT WHERE NOTED IN THESE SPECIFICATIONS END OF SECTION 00010 SECTION 02810 -POTABLE WATER IRRIGATION SYSTEM PART 1 -GENERAL 1 .1 . 1 1.1. 1.2. 1.2.1. 1.2.2. 1 3 1 3.1, 1.4. 1.4.1. 1.4.2. 1.4.3. RELATE'} DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLE\1ENTAF1Y CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION DESCRIPTION OF WORK: THE WORK CONS1STS OF FUi'lNISHING LABOR, TOOLS. MACHINERY. 1/ATERIALS, AND PROC:CSSES REQUIRED TO COMPLETE THE SPRI.NKLER IRRIGATON SYSTEM DESCnlFED HEF1EIN AND SHOWN ON THE DRAWl1\JGS. THE INTENT OF -:-HE DRAWINGS AND SPECIFICATIONS IS T INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEr INSTALLED READY FOR USE w:THOUT FURTH:R COST' OR MATi:RIALS TO THE OWNER AND COf\/PLYING WIT APPUCABLE CODES, SPECIFICATIONS A~ID DETAIL QUALITY ASSURANCE· SU8CONTRACT WORK TO A SINGLE FIRM ,. -CIALIZING IN 111RIGATION WORK. CONTRACTOR SHA 'OSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFOm~ 'E WORK OF THIS CONTF1ACT INCLUDlr,G A C-27 LA~JD -.PING LICENSE. SUBMITTALS: , ISH THE ARTICLES, EQUIPMENT, PECIFIED BY NAME IN THE THE CONTRACTOR SHALL F MATERIALS OR PROCESS DRAWINGS AND SPECIF ALLOWED WITHOUT P LANDSCAPE ARCHI REPRESENTATIVE: TIONS. NO SUBSTITUTION WILL BE ll WRITTE\J APPROVAL BY THE T, OR THE owr-;ER'S AUTHORIZED R SHALL SUBMIT TO THE LANDSCAPE THE CONTRA ARCHITECT FOfl APP ALOG DATA AND FULL DESCRIPTIVE LITErlATURE AL OF !":"EMS DIFFERENT THAN THOSE SP!::CIFIED. NT OR MATERIALS INSTALLED OR FURNISHED WITHOUT IOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY 3" CTED THE CO,'HRACTOR WILL BE REQl_;lflED TO REMOVE l HEPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN ._XPENSE. APPROVAL OF ANY ITEM, ALTERNATE OR St;BSTITUTE, INDICATES ONLY THA, THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. DELORENZO INCORPORATED Pl:;1nn1ng l.a n Js i.:a pe ArchHccrurc - 1.4.5. 1.5 1.5 1. 1 5.2. MANUFACTURER'S WARRAN1IES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. flACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE GIVEN TO THE OWNER AND THE CITY OF CARLSBAD LOCAT: ALL IRRIGATION MAINLINES OUTSIDE OF PUBLIC RIG OF-WAY. ONTRACTOR SHALL FURNISH A WR,TTEN GUARAN IN CORDANCE WITH THE GENERAL CONDiTIONS. A PERIOD ONE (1) YEAR FROM THE DATE OF FINAL ACC ANGE AND CLUSION OF THE MAINTENANCE PERIOD. ARE.NTEE SHALL R THE COMPLETE IRRIGATION SYSTE CLUOING ING OF THE BACKFILL IN TRENCHES D REPAIRS AND/OR EMENT OF ANY MATERIAL DAMA THEREBY OR ROM. JURER'S WARRANTIES OR OF HIS LIABILITY HALL ONLY SUPP L NOT RELIEVE THE )ER THE GUARANTEE. SUCH ,ENT THE GUARANTEE. PART 2 -PRODUCTS 2.1. MATERIALS· 2. 1 .1 . 2.1.1.1. 2.1.1.2 2.1.3. 2.1 .4. 2.1.5. 22 2.2.1. 2.2.2. 22.3. 2.2.4. 22 5. 2.3 F'VC PLASTI RE LINE PIPING UPSTREAM OF REMOTE CONTROL LARGER $IMPS QUICK COUPLERS; ALL TWO (2) INCH AND S 315 POLYVINYL CHLORIDE (PVC) INC 0MALLER EQUAL. ALL ONE ANO ONE-HALF (1-1/2) BE TYPE I, GRADE 2, DESIGNATED AS PV , SCHEDULE ll'E BETWEEN THE METER '0 THE BACKFLOW PREVENTER SHALL BE SCHEDULE K HAHL OPPEfl. PLASTIC NON-PRESSURE LINE, FOR PIPING DOWNSTREAM OF flEMOTE CONTROL VALVES, TY 1, GRADE 2 (IMPACT MODIFIED). AS DESIGNATED AS PVC 1220, C. c;s 200 ISDR21 ), CONFORMING TO COMMErlCIAL STANDARDS Co G-63. IDENTIFICATION: FURNISH PLASTIC E CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLO G INFORMATION; MANUFACTURER'S NAME OR TRADE M SIZE, CLASS AND TYPE OF PIPE WORKING PRESSURE AT 734 [, 'flEES F., AND NATIONAL SANITATION FOUNDA-:-ION (NSF) RATING. BRASS PIPE: ElRASS P PE SHALL BE IPS ST F'OUNDS. 85% RED BRASS. SLEEVES UNDER ROADWAYS SHALL BES BURIED A MINIMUM OF 30" DEEP, SLEEVES UNLJ OTHER THAN ROADS SHALL BE SCHEDULE 40 Mlt<lf~UM OF 18" DC:C:P FITTINGS AND CONNECTIONS: DULE 80 PVC. PAVED AREAS VC. BURIED A PVC PIPE FITTINGS AND COfJNECTIONS: TYPE 11, GRAD 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUF TURED fflOM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TA SOCKET OR MOLJED THREAD TYP::, SUITABLE FOR EITHE: SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FIT ARE NOT ACCEPTABLE FURNISH FITTINGS PE'1MANENTLY MARKED WITH FOLLOWING INFORMATION NOMINAL PIPE SIZ TYf-'E ANO SCHEDULE OF MATERIAL, AND NATIONAL SANITATIOr FOUNDATION (NSF) SEAL OF APPf10VAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND 02466. BRASS PIPE FITTlfJGS AND CONNECTIONS STANDARD 125 F'OUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS FOR COPPErl TUBING. ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS SOLVENT CEMENTS SHALL COMPLY WITH ASTM 02564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE ANO FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTur,ER ANO PROCEDURES OUTLINED IN THE APPENDIX OF ASTM 02564. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMEf;OATIONS. VALVES: MANUFACTURER'S STANDARD, OF TYPE AND SIZE INDICATED, AND AS FOLLOWS: APPROVED FOR PIANTING AND IRRIGATION ONLY, JNCLUDING PRECISE LOCATION OF ?lANilNG AREAS. nnE IN'y'[(TOR "AS-3UIL T" CITY OF CARLSBAD 0AIE I s;E~Ts I ;-". ll.1ni.:o,·~ Srrccr S,1,ct J.\il Sm l.'.·,q;,,, C:\ 921 I() 1----+---+-----------------+---t---+--~--1 GENERAL/ IRRIGATION SPECIFICATIONS FOR h:9.29~->I 15 1'.1~ 6!Y,1.Y-,2._;54 job No Dr':l.wn Bv· - i;. -?>c-j,f----- 92-061-02 BM ----- MS DATE INlnAL ENGu..i(E:R IJ' WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OT1-!f.R APPROVAL arr APPROVAL HUBBS -SEA WORLD RESE-ARCH INSTITUTE OWN. BY: __ _ PROJ£CT NO_ ORA WIN(. NO_ CHKD BT: ---RVWO BT; CUP 92-10 336-7L C.M. W.D 93-C.405 (i_iJ} 2.3.1. 2.3.2 2.3.3. 2.3.4 2.3.4.1. 2,3,5. 24 2.41. 2.4.2 2.5. 2.5.1, 2.6, 2.6.1. 2.6.2. 2.7. 2.7.1, 2.8. 2.8.1. 2.8.2. 2.8.2.1. 2.8.2.2. 2.8.2.3. 2.8.2.4. 2.8.2.5. 2.8.2.6. N 02810 -POTABLE WATER IRRIGATION SYSTEM (CONTINUED) REMOTE OL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. V ELECTRICITY. TH MODULE CAPABLE 0 HALL BE OPERABLE MANUALLY WITHOUT 15 AND 100 P.S.I. (+ 5 P.S .. SCREW FOR SETTING PF!ESS CONNECTION FOR MONITORING REGULATOR SHALL BE ADJUSTED AT DOWNSTREAM PRESSURE RC:QUIRED. E SHALL HAVE A PRESSURE REGULATING LATING OUTLET PRESSURE BETWEEN DULE SHALL HAVE AN ADJUSTING DA SCHRADER VALVE SURE. PRESSURE VALVE FOR PROPER MASTER CONTROL VALVE SHALL BE TYPE ANDS ON DRAWINGS OMIT QUICK COUPLER VALVES SHALL BE 1" SIZE: BRASS AND AS SPECIFIED ON THE DRAWINGS. QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. SUPPLY TWO (2) HOSE BIBB ASSEMBLIES PER CONTROLLER. BALL VALVES SHALL BE AS SPECIFIED IN THE PLANS. BACKFLOW PREVENTERS: .REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTERS SHALL BE BRASS, BRONZE. OR EPOXY COATED CAST IRON BODiES WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON·CORROSIVE MATERIALS. AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. THE BACKFLOW PREVENTER ASSEMBLY S'-iALL l;\JCLUDC: INLET AND DISCHARGE SHUTOFF BALL VALVES WITH ALL RISERS, CONNECTORS, AND APPURTENCES OF CLASS 1 RED EJRASS PIPE CONFORMING TO WW-P-351, AND RED BRASS FITTINGS WITH PRESSURE RATING 1 CONFORMING TO WW-P-460. BACKFLOW PREVENTERS SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. OMIT SPRINKLER HEADS: SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE. NOZZLE DISCHARGE ANDIOR OTHER DESIGNATIONS NDICATED ON THE DRAWINGS. ALL SPFllNKLER HEADS OF THE SAME TYPE AND SIZE SHALL DE OF THE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND VALVE BOXES: FOR REMOTE CONTROL VALVES: 10" X 19" tJOlvl. PLASTIC VALVE BOX. FOR BALL VALVE: 10" X 19" NOM. PLASTIC VALVE BOX CONCRETE THRUST BLOCK AND SLPPORTS ALL CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS, 5 SACK tvlX, TOOL FINISHED ON EXPOSE[) SURFACES. AUTOMATIC CONTROL SYSTEM· GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTUFlC:D EXPRESSLY FOR COIJTROL OF AUTOMATIC Clf<CUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATE[) AUTOMATIC CONTROLLER: CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND WITH OPTIONS SPECIFIED HEREIN. CONTROLLER SHALL BE THE LATEST MOlJEL OF THE PARTICULAR MANUFACTUREF1 SUPPLIED. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. ANY STATION MAY BE RE"EATED INDEPENDENTLY IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE FROM 1 Ml'<UTE TO 59 MINUTES. OMIT 2.9. AUTOMATIC CONTROL WIRE: 2.9.1. ELECTRIC WIRlt,G RUNS FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR. COPPERWIRE, 4/64 IN. INSULATION, 4/64 IN. NEOPRENE JACKET, STYLE DB (DIRECT BURIAL) OR EQUAL., RED WIRES TO EACH VALVE, COMMON WIRE SHALL OE BLACK. 210 OMIT 2.11. OMIT 2.12. CHECK VALVES: 2.12.1. CHECK VALVES AND/OFl ANTI- TO PREVENT LOW HEAD DR SPRINKLER SYSTEM DU PART 3 -EXECUTION J VALV::S SHALL DE REQUIRED GE OF IRRIGATION WATER FROM HANGES IN ELEVATION 3.1. 3.1.1. ED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR PF,OCEEDING WITH WORK UNDER THIS CONTRACT. 3.1.2. 313 3.1.4. 3.1.5. 316 3.1.7. 3.1.8. 3.1 .9. 3.1. 10. 3.2. 3.2.1. 3.2,1.1, 3.2.1.2, 3.2.1.3. 3.2. 1.4. 3.2.1.5. 3.2.2.1, 3.22.2 3,2,2.3, 3 2.2.4. 3.22.5 THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRES::NTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. SHOULD UTILITIES NOT LOCAT::D OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK, TO REPAIR OF1 PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNERS REPRESENTATIVE. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. THE: CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY NOTE ALL FINISH GRADES IN OFlDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. STALLATION OF ALL SPFlL'JKLER MATERIALS, INCLUDING PIPE, c L RE COORLJINAT::D WITH THE LANDSCAPE DRAWINGS TO AVOI ".RFERING WITH THE TREES, SHRUBS OR OTHER ?LANTING. LAY OUT SPRINKLE°".._, REQUIRED DUE TO DIFF ANY SUCH DEVIATIONS IN SAND MAKE ANY MINOR ADJUSTMENTS E BE:WEEN SITE AND DRAWINGS. OF THE ORIGINAL DRAWINGS. T SHALL ElE WITHIN THE INTENT ITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED SHALL RE APP9OVED BEFORE INSTALi. E OW\JER, THE LAYOUT DO NOT WILLFULLY INSTALL THE SPRINKLERS ,_ INDICATED ON THE DRAWING WHEN IT IS OBVIOUS. THAT PREVIOUSLY U,'lKNOWN OBSTRUCTIONS OR Grl. DIFFERENCES EXIST. THAT MIGHT NOT HAVE BEEN CONSiuc,,._. IN THE ENGINEERING. SUCH OBSTRUCTIONS Oil l)IFFEf1ENCtc" SHOULD BE BROUGHT TO THE ATTENTION OF THE LA,\JDSCAPE ARCHITECT. WATER SUPPLY: TclE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE Dl1AWINGS. THE CONTRACTOR SHALL VER FY STATIC PRESSURE AS ST,\TED ON THE PLANS PRIOF1 TO REGINNING WOPK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM ~HAT SHOWN ON THE PLANS, THE CONTRACTOR WIL_ PROMPT~ Y NOTIFY LANDSCAe'E ARCHITECT BEFORE STARTING WORK. WO.RKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LIN::S AS INDICATED ON THE DRAW NGS IS DIAGHAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICL:LAR UNDER PAVEMENT IN A SLEEVE AS DESCRIB::D IN THESE SPECIFICATIONS. INSTALLATION: GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. EXCAVATION OF TRENCHES: EXCAVATE TRENCHES, PREPARE SU3GRADE, A,ND BACKFILL TO L:NE AND GRADE WITH SUFFICIEN HOOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPEf1ATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM BEEN SUBJECTED :0 A HYDROSTATIC T::ST AS SPECIF DEPTH OF COVER: POLYVINYL CHLORIDE PRESSURE LINE .. POLYVINYL CHLORIDE NON-PRESSU POLYVINYL CHLORIDE ROAD SL::c:' ........ 18" MIN. E ...... 12" MIN. ........ :JO" MIN. SUBSOIL SHALL BE FREE OF ALL R 'OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER R TO JSE AS BACKFILL. CE AcL DEFECTIVE r'IPE OR . TEST REQUIREMENTS. DO NOT r!EPAIF1 ANY LEAKS AND R FITTINGS UNTIL LINES COVER ANY LINES U APPROVED FOR MATERIALS. _ THEY HAVE BEEN CHECKED AND NESS. QUAclTY OF WORKMANSHIP AND ENCHES, AFTER APPROVAL OF PIPING, WITH AND APPROVED MATERIAL, TAMP SOIL AflOUND PIPE HOROUGHL Y COMPACT ALL TRENCH FILLS UNTIL 90% ~PACTION HAS BEEN ACHIEVED. RACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER. AROUND AND ABOVE Tor OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. INSTALLATION OF POLYVINYL CHLORIDE PIPE: BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED ANO SrlALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDl~JG OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPr!OVED EOUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELLE[) TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 3.2.2.6. 3.2.2.7. 3.2.2.8. 3,2,2.9. 3.2.2.10. 3.2.2.11. 3.22.12. 3.2.3. 3.2.3.1. 32 32. 3.2.4. 32 41 3.2.4 2 3 2.4 3. 3.2.4.6.1. 3.2.4.6.2. 3.2463 3.2.4.6.4. 3.2.4.7, 3.2.5. 3.2,5.1. 3.2.5.2, 3.2.5.3. 3.2.5.4. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOL VENT WELD SETTI ~JG AND CUHl.'<G. PLASTIC TO METAL JOINTS SHALL BE MADE: WITH PLASTIC MALE ADAPTEFlS, METAL NIPPLE HAND TiGHTENEcl, PLUS ONE TURN WITH A STRAP WRENCH. PLASTIC TO PLASTIC JOINTS. SOLVENT-WELD. USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURC:9'S RECOMMENDATIONS. PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. INSTALLATION OF METAL PIPE: CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WH::E:L, OR HAND HACi\SAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BUclFIS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. CAREFULLY AND SMOO,HLY PLACE THREAD LUBRICANT ON MAL:: THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES CAULKING IS NOT PEF1MITTED. REMOTE CONTROL WIRING OMIT PROVIDE ONE CONTROL WIRE AND ONE CO TO SERVICE EACH VALVE IN SYSTEM PR EXPAfJSION LOOP AT EACH VALVE TO fJ N GROUND \NIR:: 4 FOOT MINIMUM 11T FJEMOVAL ANJ MAINTENANCE OF VALVES. INSTALL CONTRCL WIRES AST 12" BELOW FINI Sri GRADE AND MINIMUM OF 4" FRO Y PIPE OR FITTl,'<GS EXCEPT AT T::RMINAL POINTS. lf1ES AND IRRIGATION PIPING IN CO'VIMON 1 EVEcl POSSIBLE E TO A,'<Y COMMON O."l CONTROL WIRE, 0 RUN A;'l EXTRA COMMON AND TWO EXTllA N EACH LEG OF MAINLiNE TO THE FARTHEST ONTROL~Ef1. IN SLEEVES SEPARATE FROM PIPING. CONTROL WIRE SPLICES: NLY ON RUNS OF MOilE THAN 300-FEET, SPLICES AS F STRIP OFF MINIMUM OF 2·1/2" OF INSULA TWIST ON SCO":"CHLOK ELECTRICAL SPRIIJG MINIMUM FOUF1 COMPLETE TURNS SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND BOX WITH A TWO FOOT EXPANSION LOOP. TAPE COMPLETED SPUCE WITH SCOTCH 33 ELEC:RICAL TAPE. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATiC VALVES TO TEF1MINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES. AUTOMATIC SPRINKLER CONTROLLER. AUTOMATIC CONTROLLER SHALL BE !NSTALLED AS SHOWN AND AS DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONT.RACTOR SHALL BE FlESPONSiBLE FOR TEMPORA9Y POWER TO THE CONTROLLER FOR OPERATION AND TC:STING PURPOSES. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN AUTOMATIC CONTROLLER ENCLOSURE ALL WIRE SHALL FOLLOW THE PRESSURE MA!N INSOFAR AS POSSIBLE. ELECTRICAL WIRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROM CONTROLLEcl TO ELECTRICAL OUTLET THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLC: FOR INSTAc_LING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THS INSTALLATION A DISCONNECT SWITCH SHALL BE INCLLDED. CONTROLLERS SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANLALL Y INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. DELORENZO INCORPORATED 3.2.5.5. 3.2.6. 3.2.61. 3.2,7. 3,2,8. 3.2 8.1. 3.2.8.2. 3.2.9 '.l.2,9.1. 3.2 10 3.2.10.1. 3.2.11. 32.11.1, 3.2.12. 32.12.1. 3.2.12.2. 3.2.13 3.2.13.1 3.2.14. 3.2 14 1 3.2.142. 3.2.15, 3.2.15.1. 3.2.15,2, 321521 CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF PROGRAM. REMOTE CONTROL VALVES: A ONLY AT DRAWINGS, INSTALL REMOTE CONTROL VALVES IN SHRUB LOCATIONS APPROXIMATELY AS SHOWN O WITH A COVER OF 8 INCHES MINIMUM OV CONTROL STEM. INSTALL A UNION TY PLASTIC VALVE BOX AND COVER. OP OF FLOW ONNECTION. FIT WITH VALVE BOX: INSTALL VALVE [JQXE THAN ONE VALVE P HOWN ON DETAIL. INSTALL NO MORE X. LER HEADS SHALL BE INSTALLED AS PER DETAILS .JUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES '0 SUIT ANY PAFlTICULAR CONDITIONS OF THE AREA THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN . THOROUGHLY TESTED, IMMEDIATEL.Y AFTER WRITTEN NOTIFICATIOfJ BY THE LANDSCA''E A,RCHITECT TO DO SO. CHECK VALVES CHECK VALVES SHALL BE INSTALLED WHERE EVER INDICATED ANO NECESSARY TO PREV':NT LOW HEAD DHAINAGE AFTER THE SYSTEM IS SHUT OFF. QUICK COUPLEH ASSEMBLY INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS A\JD AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH CPADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS. AND AS SHOWN ON PLANS AND AS DIRECTED. BALL VA:_VES: INSTALL APPROXIMATELY WHERE SHOWN AND AS DETAILED. F:T W:TH PLASTIC VALVE BOX AND COVER BACKFLOW PREVErJTER BACKFLOW PREVENTER ASSEl~GLY SHALL BE INSTALLED IN ACCORlJANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATC:O AND AS DIRC:CTED ON DRAWINGS ADJACE\JT TO THE POINT OF CONNECTION, AND SHALL CO.\JFORI~ TO ALL APP_ICABLE HEALTH CODE AND Or!DINA\JCE REOUlllEM;:NTS EXACT LOCATION AN[) POSITIONING SHALL BE VERIFIED ON THE SITE. THRUST BLOCKS AND FOOTINGS: THflUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY- i-'Er!CENT (90%) MINIMUM COMPACTED OFl UIJDISTURBED SURGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL Fl'<ISH EXPOSED SURFACE. FLUSHING OF SYSTEMS: AFTER Pl'.'JNG AND rllSERS ARE IN PLACE, BUT PRIOR TO THE INST ALLA I ION OF THE SPRINKLER HEADS A FULL HEAD OF WATER SHALL ElE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. CONNECTION TO MAN: CONNECT TO EXIST!NG SEflVICE LINE AT LOCATION INDICATEJ. DIELECTRIC Pf1OTECTION: USE DIELECTFllC FITT NGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. GENERAL: IFY THE LANDSCAPE ARCHITECT IN WRITING WHEN TESTING W!Ll ONDL:CTED CONDUCT TESTS IN PRESENCE OF THE LANDSCA, · CHITECT. NOTIFY THE CITY LANDSCAPE AflCHITECT 72 HOUfL. R, (436-1161, EXT. 4221) F'RESSURE TEST: ALL PRESSURE LINES SHALL BE TES PRESSURE OF 125 LBS. "ER SQUARE IN NON PRESSURE LINES SHALL BE TESTED UN DER HYDROSTATIC ALL HE EXISTING T. STATIC PRESSUFlE AND [30TH BE l"F1OVEN WAT (CONTRACTOFl TO SJ"PLY ALL EQUIPMENT NEEDE TESTiNG.) APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PlANTING AREAS. TITLE: INSP(CTQR OA I( PI a n n i ng Lind~ c::ipt: Arc;h 1{ecrur·e --t------t-------------------l---+---l------+-----l I SH3ET I ~c_ITY __ P_LA_?_Nf_NC_~_~_Aa_1~_E_Nr_B_AD __ ~ ~ 177) 11.rn""d' SHrr, )l•Hr l5C San D,q,;c), C.-\ 921 !() 6l'J-2':1.~--\!15 f-,1_\ 6C'i'-2':'7-lJ~~ Dr:awn By, Rcv1twcd By: G_'-~£'..'!±_ 92-061-02 BM MS DATE INlnAL DATE IN1nAL DATE INITIAL ENCiNH.R Of WORK REVISION DESCRIPTION OTI-t(R ~ROVAL OTY APPROVAL IRRIGATION SPECIFICATIONS FOR: HUBBS -SEA WORLD RESIARCH INSTITUTE ' , , -' , APPROVED: /17 7/,f J/ 7"2-z!:;,: ~. ASSJSi ANT P~NG OIPECTOA o;,:t" OWN. BT: PROJ(CT NO. (}R.A'MNG NO. LHKO BY: __ _ RVWO BY: CUP 92-10 336-7L C.M.W.D 93-C.405 SECTION 02810 · POTABLE WATER IRRIGATION SYSTEM (CONTINUED} 3.2.15.22. 3.2.15.2.3. 3.2.15.3. ~ 2.15.4. 3. 3.3. 3.3.2. 3.3.2.1. 3.3.2.2. 3.3.2.3. 3.3.2.4. 3.4. 3.4.1. 3.4.2. 3.4 3. 3.4.4. 3.4.5. 3.4.6 3 3. PRESSURE SHALL BE SUSTAINED l'l THE LINES FOR NOT LESS THAN FOUR HOURS IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT TESTS SHALL BE OBSERVED AND APPROVED BY THE LANDSCAP ARCHITECT AND/OR OWNER PRIOR TO BACKFILL BACKFILLING, TRENCHES PRIOR TO INSPECTION WILL NOT BE ALLOWED AN ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. T. ::: LANDSCAPE INSPECTOR TO APPROVE TnENCH DEPTH AND PRESSURE TESTING PFllOR TO BACKFILLING COVERAGE TESTING: PERFORM OPERATIONAL TESTING J 1-ER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN P CE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION AFTER COMPLETION OF LANDSCAPE WORK, CAREFU~' ADJUST HEADS SO THEY WILL BE MORE THAN 112" ABOVE FINI GRADE IN GROUNDCOVER AND SHRUG AREAS. SITE OBSERVATION VISITS BY THE LANDSCAPE AnLITECT: IN ALL CASES WHERE SITE OBSERVATION VISITS t'THE IRRIGATION SYSTC:M WORK IS REQUIRED ANO/ WHERE PORTIONS OF THE WORK ARE SP::CIFIED TO 8 °ERFORMED UNDER THE DIRECTION ANO/OR SITE ODS ERV .ON OF THE LANDSCAPE ARCHITECT OR HIS REPRESENTA E, THE CONTF1ACTOR SHALL NOTIFY THE LANDSCAr1 ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANC OF Tl-'E TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS _QU1r1ED. 'SITE OBSEF1VATlON WILL BE REOU:RED F THE FOLLOWING ,'\HTS OF THE WORK: L N :NSTALLAT:ON AND TESTING OF I IN LINES AND LATERAL LI S; WHEN PIPES ARE LAID AND ARE lJ BE SUBMITTED TO PH SURE TESTS. DO NOT COVER A, LINES UNTIL THEY HAVE BE CHECKED AND APPROVED. UPOt NSTALLATION AND TESTING ~ VALVES, OUICK COUP RS, DEVICES, AUTOMATIC ONTr1OLLERS, AND CONTf L VALVES A'lD WIRES. WHEN T F SPRINKLER SYSTEM COMPLETED PRIOR TO PLANTINc THE CONTRACTOR, THE PRESENCE OF THE ARCHITEC SHALL PERFORM ,.;OVERAGE TEST TO DETERMl~ff IF THE 001 RAGE OF WATER °FOHDED THE PLANTING AREAS IS COMPLETE ND ADEQUATE. IE CONTRACTOR SHALL FURNISH AL'-MA TERI SAND PEPFOI ALL WORK REQUIRED TO CORRECT A, INADEOUAC S. FINAL SITE Otl. ·RVATION AND PERFORM CE TES FINAL SITE OBS VATIO s:T BY THE LANDSCAf"'E ARCHITECT 'HALL BE AT Tf-'E SAME TIME AS THE OF THE SPECIFIED LANDSCAPE MAINTENANCE P IOD O.RK. RECORD DRAWINl · BEFORE FINAL ACC PROVIDE A RECOR SPRINKLER SVST LINE SEPIA TRAN TANCE OF WORK, THE CONTRACTOR SHALL ,~ T OF DRAWINGS SHOWING THE ' DRK. INFORMATION SHALL BE ON BROWN AH ~CIES FOR RE?RODUCTION PURPOSES. ANY CHANGES I LOCA N OF ITEMS OR TY,'E OF INSTALLATl~S ,-ROM T T SHOWN ON '."lFlAWINGS SHALL BE SO INDICATED~ THE FlEC DRAWINGS. VALVES ,',,I ALL"?NUMBEF AND CORFlESPONDING NUMBERS SHALL B~~N ON THE CORD DRAWINGS. ALL Rj!,,l,liii~~ONTROL VALVE Sl-cUT-OFi' VALVES, QUICK COUP~ ~L ES SHALL BE LC TED BY MEASURED DIME . DIMENSIONS SHA BE GIVEN TO PERMANENT OBI ~CTS ro SHALL BE TO THE EAREST FOOT. ON ._,~ ,. IDE SURFACE OF THE VER OF EACH AUTOMATIC CONT LLER, Pf1EPARE AND MOL A COLOR-CODED CHAFH SH ING THE VALVES, MAINLINE, A SPRINKLER HEADS SE ICED BY THAT PARTICULAR CO ROLLER ALL VALVES S L BE NUMBERED TO MATCH THF PE RATION SCHEDULE AND T DRAWINGS. ONLY THOSE AREAS ONTROLLED BY THAT NTROLLER SHALL BE SHOWN. THIS HART SHALL BE A PLOT AN, ENTIRE OR PARTIAL, SHOWING bl nlNG, WALKS, ROADS ND WALLS. A PHOTOSTATIC PRINT OF IIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS 'HALL BE MADE TO A SiZE THAT WILL FIT INTO THE CONTROLL. COVER. THIS PRINT Si-lALL BE APPROVED BY THE LANDSCAPE CHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. TH PLAN SHALL THEN BE SECURED TO THE BACK OF Tl-cE ENCLO, RE DOOR. ON THE INSIDE SURFACE OF EACH REMOTE C BOX, WRITE THE VALVE DESIGNATION NUMBEf1 BLACK MARKER OR PAINT. DO NOT WRITE ON TFlOL VALVE PERMANENT V'c. BOX LID. IMMEDIATELY UPON THE IIJSTALLATION OF ANY B llED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE, "THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. IMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS sue ',IS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. END OF SECTION 02810 SECTION 02811 · RECLAIMED WATER IRRIGATION SYSTEM (PRIVATE) PART 1 -GENERAL THESE SPECIFICATIONS SHALL SUPPLEMENT THE CITY OF CARLSBAD'S RECLAIMED WATER SPECIFICATIONS -OCTOBER 1993 EDITION. 1.1. RELATED DOCUMENTS: 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISiON 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.1.2. THESE SPECIFICATIONS COVER AUTOMATICALLY CONTROLLED IRRIGA",ION SYSTEMS. INCLUDING ALL TRENCHING, BACKFILLING AND COMPACTING; SLEEVES. INSTALLATION OF PIPE, VALVES, IRRIGATION HEADS, FITTINGS, AND ALL OTHER APPURTENANCES; CONNECTiONS TO WATER SERVICES, TES,ING; INSTALLATION OF CONT.ROLLERS, ELC::CTRICAL CONNEC,IONS AND WIRING; AD,IUSTMENT OF SYSTEMS: NECESSARY ACCESSOHIES AS Si-lOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 1.2 REQUIREMENTS: 1.2.1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE PUBLISHED BY THE WESTEr1fJ PLUMBING OFFICIALS ASSOCIATION, ALL STATE AND LOCAL CODES AND REGULATIONS SHOULD THE CONS,RUCTION DOCUMENTS OR INSTRUCTIONS BE AT VAFl'ANCE WITH THE AFOREMENTIONED RULES AND REGULATIONS, NOTIFY THE CAflLSBAD MUNICIPAL WATER DISTRICT AND AWAIT THEIR INSTRUCTIONS BEFORE PROCEEDING WITH ThE WORK EFFECTE::l. 1 2.2 MANUFACTURER'S DlflECTIONS: ,MAf,UFACTURER'S DIRECTIONS AI\D DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFAC,URER OR A,n:CLES USC::D l'-J THIS CONTFlACT FUf1NISH DIRECTIO,\JS COVERING POINTS NOT SHOWN l,'-J THE DRAWINGS AND Sf''ECIFICATIONS. 1.2.3 MANUFACTURER'S WARHMHIES MANUFACTUJ"!ER'S WARRANTIES SH,\LL NOT RELIEVE LIABILITIES UNDER GUARANTEE. ,HE CARLSBAD MUNICIPAL WATER DISTRICT MAY AT THIS OPTION. REQUIRE A MANUFACTURER'S WAFHIANTY ON Af\ Y PRODUCT PROe'OSED FOR USE. 1.2.4 12.5 1.3 1 .3. 1 1 .3.2 1.3.3 1.4 1.4.1 1.4.2 1.4.3 1.4.4 ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURN:SHC:D A~JD INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN Tl-'E SPECIFICA,IONS. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON 7HE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN ObSTrlUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENG'NEERLNG, OR IF DISCRC::PANCIES IN THE CONSTRUCTION DETAILS, LEGEND, OR SPEClclC NOTES ARE DISCOVERED. ALL SUCH OBSTHUCTONS OR DISCREPANCIES Sl-'ALL BE BROUGHT TO THE ATTENTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT N THE El/ENT THIS IS NOT DONE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOFl THE NECESSARY REVISIONS. DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC WHICH IJ.AY BE REQUIRED. THE CONTf1ACTOn SHALL CAREFULLY INVESTIGATE THE STf1UCTUf!AL AND FINISHED CONDITIONS AFi'ECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO \1EET SUCH CONDITIOIJS. DRAWINGS ARE GEc',ERALL Y DIAGl"lAM"'1ATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. PROTECTIO,'l AND DAMAGE: PHOTECT WORK A,'JD MATERIALS FROM DAMAGE DURING CONSTRUCTION AND STORAGE. PVC PIPE AND FITTINGS SHALL BE PROTECTED FROM DIRECT SUNLIGHT. ASSUME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING CO.'JSTRUCTION AND RESTORE TO ITS ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK. CONTRACTOR SHALL SECURELY COVER OPENINGS INTO SYSTEM AND COVER APPARATUSES, EQUIPMEN7, AND APf"'LIANCES BOTH BEFORE AND AFTER BEING SET IN PLACE TO PllEVENT OBSTRUCTION IN THE PIPES AND Pl'lEVENT BREAKAGE, M:SUSE. OR DISFIGUREMENT OF THE APPA11ATUSC:S, EQUIPMENT OR A?PLIANCES. RECORD DRAWINGS: RECOflD DRAWINGS SHALL BE PREPARED AND Si-lALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE OFJIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSLRE LINES AND APPURTENANCES. ALL CONCE"TUAL OR MAJOR DESIGN CHANGES, INCLUDlr,G ANY CHANGES THAT MAY BE AFFC::CTECJ BY THE R::QUIREMENTS OF Tl-cESE STANDARD Sf'ECIFICATIONS, SHALL BE APPROVED BY THE DISTl!ICT BEFORE IMPLEMENTING THE CHANGE IN THE CONSTRUCTION CONTRACT FAI_URE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. UPON COMPLE,ION OF EACH INCREMENT OF WORK, ALL REQUIRED iNFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERiFIED ON THE RECORD DFlAWINGS SHALL INCLUDE THE FOLLOWIIJG POINT OF CONNC:CTION ROUTING OF SPRINKLER PRESSURE ~INES GATE VALVES SPRINKLER CONTROL VALVES QUICK-COUPLING VALVES ROUTING OF CONTROL WIRES OTHER RELATED EQUIPMENT AS SPECIFIED BY THE DISTRICT OR THE OWNER CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER. RECORD CONSTRUCTiON DRAWINGS SHALL BE MAINTAINED AT THE ,JOB SITE DURING CONSTRUCTION. THE AS-BUILT PLANS SHALL BE PREPARED AND APPROVED IN ACCORDANCE WITH THE CITY OF CARLSBAD'S "AS-BUILT PROCEDURES FOR LANDSCAPE AND IRRIGATION PLANS." 1.5 1.5.1 1.5.1.1 1.5.1.2 1.5.1.3 1.5.1.4 1.6 1. 7 1 . 7. 1 ".7.2 1 8 1.8.1 1.9 1.9.1 CONTROLLER CHARTS: CONTilOLLER CHARTS SHALL BE PREPARED AS SET FORTH BELOW: PROVIDE ONE CONTROLLER SHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVER::D BY THE CONTnOLc.ER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOl1 WILL ALLOW. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS· BUILT SYSTEM THE LINE WEIGHTS AND LETTERING ON THE ORIG,NAL CONTf1OLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. THE CHART SHALL BE A BLACKLINE PRINT WITJ-i A DIFFEREN, COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. WHE~J COMPLC::TED AND APPROVED BY THE LANDSCAPE ARCHITECT, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. CONTROLLER ACCESS: 0 MIT CONVERSION FROM A POTABLE TO RECLAIMED WATER SUPPLY: ALL iRRIGATION FACILITIES CONVERTING FRO\! A POTABLE TO A RECLAIMED WATER SUPPLY Sri ALL CONFORM TO THE DISTRICT'S CONSTFlUCTION SPECIFICATIONS AS CONTAINED HEPEIN THE FACILITIES TO BE CONVERTED SHALL BE INVESTIGATED IN DETAIL INCLUDING REVIEW OF ANY RECORD DPAWINGS, PllEPARATION OF REOUiRED REPORTS, AND DETEflMINATIONS BY THE DISTRICT OF MEASURES NECESSNW TO BRING THE SYSTEM INTO FULL COMPLIANCE WITH THESE STANDARD SPECIFICATIONS. THE AP"LICANT, OWNER, OR CUSTOMER SHALL PAY ALL COSTS TO CO.'JVERT THE SYSTEM AT NO COST TO THE CARLSBAD MUNICIPAL WATER DISTRICT. GUARANTEE: ALL WORK SHALL BE GUARANTEED IN WRITING FOR O,'JE (1) YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PAFlT OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSH'P TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. REPAIRS IF REQUIRED SHALL BE DONE PROMPTLY UPON NOTIFICATION BY PROJECT OW,NER'S REPRESENTATIVE, AT NO COST TO Ti-IE OWNER OR AT NO COST TO THE CARLSaAD MUNICiPAL WATER DISTRICT. EXISTING SITE CONDITIONS: THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXrAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTr1UCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL LEAVE THE CONTRACTOR L'.ABLE FOR ANY AND ALL DAMAGES THERETO ARISING FROM HIS OPERATIONS SUBSEOUE,\JT TO DISCOVERY OF SUCH UTILITIES NOW SHOWN ON THE DRAWINGS DELORENZO INCORPORATED PART 2 -PRODUCTS 2.12 SUMMARY· 2.1.1 2.2 2.2.1 2.2.1.1. 2.2 1.2 2.2.1.3. 2.3 2.3, 1 2.3.2 2.3.2.1 2.3.2.2 23.2.3 2.3.2.4 2.3.2.5 2.3.2.6 2.3.2 7 2328 2.3.3 2.3.4 2.4 24.1 2.4.2 ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW, UNUSED AND IN PERFECT CONDITION. REFER TO IRRIGATION MATERIAL LEGEND, NOTES AND DETAIL DRAWINGS FOR SPECIFIC EQUIPMENT TO BE USED. SUBSTITUTIONS WILL ONLY BE ACCEPTED WHEN APPROVED BY THE CARLSaAO MUNICIPAL WATER DISTRICT. EQUIPMENT OR MATERIALS INSTALLED OR FUf1NISHED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS EXPENSE. EQUIPMENT TO BE FURNISHED: SUPPLY AS A PART OF THE CONTRACT THE FOLLOWING TOOLS TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLIIJG, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. ONE (1) QU!CK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY TEN (10) QUICK COUPLING VALVES INSTALLED. PVC PRESSURE MAINLINE PIPE AND FITTINGS: ALL BURIED PRIVATE PIPING IN THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED WITH WARNING TAPC:: IDENTIFYING IT AS RECLAIMED WATER WITH THE EXCEr'TION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON TrlE DOWNSTflEAlv1 SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARE:NT. DUE TO LINE SIZE AND LOCATION AS DETERMINED SOLELY BY THE ()ISTl11CT ENGINEER Q,R INSPECTOR, THAT THE LINES ARE PART OF A RECLAIMED WATER SPRINKLER I.RRIGATION SYSTEM. STENCILED PIF'E, AS SPECIFIED BELOW. WILL BE ACCEPTED IN CONJUNCTION WITH WARNIIJG TAP:: PRESSURE MAINLINE PIPING FOR SIZES 2" AND LARGER SHALL BE PVC CL,O,SS 315, AND SHALL BE PURPLE. F'IPE SHALL BE MADE .0 ROM AN NSF APPROVED TYPE 1, GRAD!:: 1, PVC COMPOUND CONFORMING TO ASTM RC:S:N SPECIFICATIONS "D1784" ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFIC,\TIONS PS-22-70, WITH AN Af-'Pf1OPRIATE STANDARD DIMENSION (S.D.R.)-(SOLVENT WELD PIPE). PRESSURE MAINLINE PIPING FOR SIZES I 112" AND SMALLER SHALL BE PVC SCHEDULE 40 WI-H SOLVENT WELDED JOINTS. AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SP,;CIFiCATiONS "'.)1785" ALL F'lf''E MUST ME'::T REQUIREMENTS AS SET FORTH IN FEDEf1AL SPECIFICATION PS-21-70. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPHOVED CONFORMING TO ASTM TEST PROCEDURE D2466 SOLVENT CE'vlENT AND PRIMER FOR PVC SOLVENT WELD PIPE AN'.) FITTINGS SHALL BE OF TYP:: AND I\ISTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. ALL PVC PIPE MUST REAR THE FOLi..OWING MARKINGS: MANUFACTURER'S NAME NOMINAL PIPE SIZE SCi-lEDULE OR CLASS PRESSURE RATING IN P.S.I. NSc (NATIONAL SANITATION cOUNDATION) APPROVAL DATE OF ::XTRUSION ALL FITTINGS SHALL REAR THE MANUFACTURER'S NAME OF TRADEMARK, MATEF11AL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF SC::AL OF APPROVAL OMIT ALL PIPE SHALL HAVE STC:NCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MA.RKING "RECLAIMED WAT~R" IN 518' LETTERS REPEATED EVERY 12 INCHES. PVC NON-PRESSURE LATERAL LINE PIPING: NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC C~ASS 200 WITH SOLVENT-WC:LD JOINTS, AND SHALL BE PURPLE PIPE SHALL BE MADE FROM NSF AP"9OVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "D1784" ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SF'ECIFICATION PS-22•70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PI..ANTil\TG AREAS. ''AS-8UILT'' --------·-··-----OA iE'.. ------ --··--------1 INSP~CTOR 0A l( PI a n n I ng L:.;1nc,h o.pc Ardrncc1 urc ~-t---t---·-----------------:---t---t---t----i-1 I Srl~ET I ··-CITY OF CARLSBAD , SHE£TSJ i 18 1775 l!..rn~o~k Str~n )u1r~ 1.5() .~.,n D•~g,:;, C,1, 92 I!() 6!9,2.'.'15-.511.'i h~: ti!J,2'.-:l/.2..)~..; Job ~o-• 92·061 -02 Dr:1wn By BM DA TE INITIAL DA TE INITIAL DA TE INITIAL (NCJNE:E.R ('£ WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION SPECIFICATIONS FOR HUBBS -SEA WORLD RESEARCH INSTITUTE APPROVEQ: ;/7 :U 7~uW _A_SSJ_S_T-AN_T_R __ t.µl....,,.Nl~NG~Dl~AE-C~TO-A________ DA TE 0wN. BY: __ _ ~ROJECT NO. DRA'MNG NO, Q-f)(Q BY: __ _ Fi!V'M) 8Y: CUP 92-10 336-7L C.M.W.D 93-C.405 SECTION 02811 • RECLAIMED WATER IRRIGATION SYSTEM -PRIVATE (CONTINUED) 2.4.3 2.4.4 25 2.5.1 2.6 2.61 2.6.1 262 2.7 2.7, 1 2.7,2 2.8 2.8.1 2.8.2 2.8.3 2.9 2 9.1 2.10 2.10.1 2.10.2 2 11 2.11 1 2.11,2 2113 2.11.4 2.11.5 2.12 2.12.1 2.13 2.13.1 ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.3 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE. POTAElLE WATER PIPING (SEE SECTION 02810): ALL PVC POTABLE WATER PIPING INSTALLED WITHIN THE SAME PPOJECT LIMITS AS THE PRIVATE RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVER~JING CODES, RULES AND REGULATIONS. THE PIPE SHALL BE CONTINUOUSLY AI\D PE.9MANENTLY MARKED WITH THE MANUFACTURERS NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING ,HE PRESSURE RATING, IN ADDITION. ALL PVC POTABLE WATER PIPING SHALL BE BLUE OR SHALL BE WHITE WITH BLUE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "POTABLE WATER" IN 518 LETTERS 9EPEATED EVERY 12 INCHES, AND BLUE TAPE IDENTIFYING IT AS A POTABLE WATER LINE AND STATING "CAUTION: WATER LINE BURIED BELQW~ WARNING TAPE -RECLAIM::D WATER: THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, 'CAUTION: RECLAIMED WATER LINE BELQ\N: THE OVEHALL WIDTH SHALL BE 3 INCH::S. WAHN ING (CAUTION) TAPE SHALL BE AS MANUFACTUnErJ BY THOR ENTERPRISES, INC., P.O. BOX 450, SU~J PRAIR E. WISCONSIN, 53590, (PHONE: (608) 837-7197). WARNING TAF'ES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND Sl-"ALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTlf1E LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAP': BAN[)ED AHDUI\D THE Pl::,E WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE F~APS SUFFICIENT FOR CONTINUOUS COVERAGE, _ALL FllSEHS BETWEEN THE MAl~JLINE AND CON,ROL VALVES SHAU. BE INSTALLED WITH WAHN ING TAPE. A SECOND WARNING TAPE HUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTAL~ED 12 INCHES ABOVE HECLAIMED WATER LINE. BRASS PIPE FITTINGS: WHEHE INDICATED ON THE DRAWINGS, USE RED ORASS SCREWErJ PIPE CONFORMING TO FEDERAL SPEC:FICATION #WW- P-351. FITTINGS SHALL BE RED BRASS CONFORM!NG TO FEDEHAL SPc:CIFICATIONS #WW-P-460. AUTOMATIC CONTROLLERS: AUTOMATIC CONTROLLERS SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS. ALSO SEE "POT.ADLE WATER SPECIFICATIONS FOFl ADDITIONAL SPECIFICATIONS ON AUTOMATIC CONTROLLERS. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED ElY THE OWNERS AUTHOlllZED FlEPl'lESENTATIVE. THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATC CONTROLLERS Si-lALL BE SHOWN ON THE PLANS. EL::CTRIC CONTROL VALVES: RAIN BIRD 100-PES-B-PRS/150-PES-El-PRS. 200-PES-B-PRS PRESSURE REGULATING ELECTRIC REMOTE CONTROL SCRUBBEfl VALVES THEY SHALL BE PURPLC: ELECTRIC CONTROL VALVE BOX: USE 10'' X 10 1/4" ROUND BOX FOH ALL BALL VALVES, CARSON INDUSTRIES #910-128 WITH PURPLE BOLT COVER OR APPROVED EQUAL, EXTENSION SLEEVE SHALL BE PVC-6" MINIMUM SiZE. USE 91/2" X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 14129-128 WITH PURP_E BOLT DOWN COVER OR APPROVED EQUAL. SPRINKLER HEADS· ALL SPRINKLER HEADS SHALL BE OF THE SAME SIZE, TYPE AND DELIVEll THE SAME RATE OF PRECIPITATION W,TH DIAMETER (OR RADIUS) OF THROW PRESSURE, AND DISCHA.RGE AS SHOWN ON THE PLANS AND/OH SPECIFIE0 IN THESE SPECIAL PROVISIONS A FINE GHANULAR MATEF11AL BACKFILL WILL BE INITIALLY PLACED ON ALL UNES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, PLANTING, OR OTHER CONSTRUCTION IS NECESSARY THE CONTRACTOR SHALL MAKE ALL REOUlilED ADJUSTMENTS WITHOUT COST TO THE OWNER RISER NIPPLES FOR ALL SPRINKLER f'EADS SHALL BE SAME SIZE AS ,HE RISER OPENING IN THE SPRINKLER BODY, ALL SPRINKLER HEADS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER QUICK COUPLER: RECLAIMED WATER -QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL BE 1" NOMINAL SIZE RAINBIRD NO. 44NP VALVE SHALL BE OPERATE[) WITH A SPECIAL COUPLER KEY (ACME THREAD) TO PREVENT UNAUTHORIZED USE. LOCKING COVERS ARE REQUIRED AND SHALL BE PERMANENTLY A,TACHED TO VALVE. COV::RS SHALL BE PURPLE RUBBER OR VINYL. WASHDOWN HYDRANTS AND OTHER POINTS OF PUBLIC ACCESS· ALL PRIVATE RECLAIMED WATER FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS SO THAT THE GENERAL PUBLIC CANNOT DRAW WATER FROM THE SYSTEM. FACILITIES SUCH AS WASHDOWN HYDRANTS !TYPICALLY FOUND AT TENNIS COURTS), BLOW-OFF HYDRANTS, BLOW-OFFS OF STRAINERS, AND OTHER SUCH FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS 2 14 WARNING LABELS: 2.14.1 THE CITY MAY REQUIRE WARNING LABELS AS APPROVED BY THE CITY ENGINEER TO BE INSTALLED ON OESIGNAT::D FACILITIES FACILITIES SUCH AS: CONTROLLER PANELS AND WASHDOWN OR BLOW-OFF HYDRANTS OF WATER TRUCKS AND TEMPORARY CONSTRUCTION SERVICES WHERE DESIGNATEcJ BY THE CITY ENGINEEf1 OR INSPECTOR, THE LABELS WILL NOTIFY THAT THE SYSTEM CONTAINS RECLAIMED WATER THAT IS UNSAFE TO DRINK. PART 3 -EXECUTION 3.1 3.1.1 3.1.2 3.2 3 2.1 3.2.2 3.2.3 3.'.l 3.3.1 3 3.2 3.3.3 3.4 34.1 34.2 3.4.3 35 3.5.1 3.5.2 3.6 3.6.1 LAYOUT. ALL WORK SHALL BE LAID OUT IN ACCORDANCE WITH PLANS AND DETAILS AS SHOWN ON THE DRAWINGS. LOCATE IRHIGATION Af''PAHATUSES, EQUIPMENT, ETC. IN PLANTED AREA WHEREVER POSSIBLE, IF MINOR CHANGES IN LOCATION ARE REQUIRED, OR AS DIRECTEcJ BY THE OWNER'S REPRESENTATIVE, WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER PROVIDING SUCH CHANGES ORDERED BEFOF1E ITEMS OF WORK DIRECTLY CONNECTED TO THE SAME AREA ARE INSTALLEcJ, AND PROVIDING NO ADDITIONAL MATERIALS ARE F1EOUIF1ED EXCAVATING AND TRENCHING PEF1FORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE IRHIGATION SYSTEM REST01'E ALL SUF1FACES, EXISTING UNDEF.GROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF -~HE EXCAVA,IONS TO THEIR ORIGINAL CONDITION, AND IN A MANNER SATISFACTOflY TO THE OWNER'S REPRESENTATIVE TRENCHES SHALL BE MADE WIDE E',QUGH TO ALLOW A MINIMUM OF SIX (6) INCHES BETWEEN PARALLEL PIPE L!NES THENCHES FOF1 PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISHED GRADE AS FOLLOWS: 18" COVER OVER M,C..11\LINES 12" COVER OVER PVC LATERAL LINES 30" COVER OV::R SLEEVED LINES UNDER ROADS DIG TRENCHES STRAIGHT A',D SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY P'PE TO EVEN GRADE. TllE'JCHII\G EXCAVATION SHALL FOLLOW LAY OUT ;~JDICATED ON DRAWINGS AND AS 'JOTED BACKFILLING: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRE:) TESTS ARE PERFORMED. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REOlJlllED OBSFf'VATIONS ARE PERFORMED, OBSERVATIONS INCLUDE SPRINKLER HEADS, ALL F TTINGS, LATErlAL AND MAINLINE PIPE, VALVES, AND DIRECT BUF11AL WIRE. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING CONSISTING OF EARTH, LOP~t SANDY CLAY, SAND OR OTHER APf-'110VED MATE,llALS Fr1EE "ROM LAFIGE CLODS OF EAFHH OR STONES. BACKFILL IN LANDSCAPED AREAS SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTUllBED SOIL IN PLANTED AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, i-;UMf'S, OR OTHEH S'JF1FACE IRREGULARITIES. A FIN:: GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED 01\ ALL LIN::S. NO FOREIGN MATTER LARGER THAN ONE,HALF (1/2) INCH IN SIZE WILL BE PERMITT::D IN THE INITIAL BACKFILL. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL R::QUIRED ADJUSTMENTS WITHOL'T COST TO THE 0WNEF1. TRENCHING AND BACKFILL UNDER PAVING· TRENCHES LOCATED UNDER AREAS OF PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED AND ElE BACKFILLED WITH A SAND LAYER SIX (6) INCHES BELOW THE PIPE MJD TWELVE (12) INCHES ABOVE THE Plf'E, AND COMPACTED IN LAYERS ,0 95% COMPACTIO,\J USING MANUAL OR MECHANICAL TAv1PING DEVICES, TRENCHES FOR PIPING SHALL 3E COMPACTED TO EQUAL ~HE COMPACTION OF THE EX:STING ADJACENT UNDISTURBED SOIL MJD SHALL BE LEFT IN A FIHM UNYIELDING CONDITION. ALL TRENCHES SHALL BE FLUSH WITH THE ArJJOINING GRADE, THE CONTRACTOR SHALL SET IN PLACE, CAP AN[) P11ESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK OMIT INSTALL ALL ASSEMBLIES SPEC:FIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM Sl'CH WORK IN ACCORDANCE WITH BEST STAI\DAR[) PRACTICE WITH PRIOR Af't'ROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT INSTALLATION OF POLYVINYL CHLORIDE PIPE: SOLVENT WELD PVC PIPE FITTINGS USING SOLVENTS AND METHODS RECOMMENDED BY THE MANUFACTURER OF PIPE, EXCEPT WHERE SCREWED CONNECTIONS AHE REOUlilED. PIPE A,ND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST. AND MOISTURE BEFORE APPL Yl~JG SOLVENT. CLEAN OFF EXCESS SOLVENT. ALL WELDED JOINTS SHALL BE CURED AT LEAST FIFTEEN (15) MINUTES BEF:::JRE MOVING OR HANDLI.NG AND TWENTY FOUR (24) HOURS BEFORE WATER IS PERMITTED IN THE PIPE, MAKE ALL CONNECTIONS WITH THREADED FITTINGS USING TEFLON TAPE, TAKE UP WITH LIGHT WRENCH PRESSURE. AUTOMATIC CONTROLLER: INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL VALVES SHALL BE CONNECTED TO CONTROLLEH IN NUMERICAL SEQUENCE AS SHOWN ON THE DRAWINGS, ALSO SEE "POTABLE WATER SPECIFICATIONS FOR ADDITIONAL SPEC:FICATIONS ON AUTOMATIC CONTROLLERS. 37 3 7.1 3.7,2 38 3.8.1 3.9 3.9.1 3.9.2 3.10 3.10.1 3.10.2 3.11 3 11 . 1 3.11 .2 3.11.3 3.11.4 3, 12 3.12.1 3.12.2 3.13 3.13 1 3 14 3.14.1 3.'.5 3.15 1 3.15.2 HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER: 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE CONTRACTOR. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES, AND LOCAL AUTHORITIES HAVING JURISDICTION. REMOTE: CONTROL VALVES: INSTALL WHERE Si-lOWN ON DRAWINGS AND DETAILS. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE INCHES (12") BETWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE ;NA SEPARATE VALVE BOX. EACH VALVE NUMBER SHALL BE STENCILED ON VALVE BOX WITH WHITE EPOXY PAINT. CLOSING OF PIPE AND FLUSHING LINES CAP OR PLUG ALL OPc:NINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATEHIALS THAT WOULD OBSTRUCT THE PIPE AND SPRINKLERS. LEAVE :N f"-ACE UNTL REMOVAL IS NECESSAF-'IY FOR THE COMPLETION OF INSTALLATION. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS AND VALVES. SPRINKLER HEADS: INSTALL THE SPF'11NKLER HEADS AS DESIGN.",TEC:, ON THE DRAWINGS. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS I', NO CASE SHALL THE SPACiNG EXCEED THE MAXIMUM llECOMMENDED BY THE MANUcACTUflER HYDilOSTATIC TEST -OPEN TRENCH: REQUEST THE PF1ESENCE OF THE CITY OF CARLSBAD INSPECTOR AT LEAST FORTY EIGHT (48: HOURS IN ADVANCE OF 'ESTING. TEST TO BE ACCOMPLISHED AT THE EXe'ENSE OF THE CONTRACTOf! AND IN THE PRESENCE Or THE CITY OF CARLSBAD INSPECTOR CENTER ~OAO PIPING WITH S\.1ALL AI/OUNT 0.0 BACKFILL TO PREVENT ARCHING OR SLIPPING l'NDER PRESSURE. ALL FITTINGS AND COUf'LINGS TO BE TOTALLY ::XPOSED. APPLY A CONTINUOUS AND STATIC WATER PRESSUR:c WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST TWENTY FOUR (24) HOURS. MAINLINE TO BE TESTED FOR FOUR (4) Houris AT 125 P.S.I. LATEF1AL LII\ES SHALL BE TESTED AT WORKING PRESSUtoE FOFl FOUR (4) HOURS REPAIR LEAKS RESULTING FROM TESTS, AND RETEST UNTIL SYSTEM MEETS SPECIFIED ,EST. BACKFILLING AND COMPACTING. INITIAL BACKFILL ON ALL LINES SHALL HAVE 1\0 FOREIGN MATTER LARGER THAN (1/2") IN SIZE. BACKFILL Si-lALL RE SU°FICIENTL Y DAMP TO PERMIT THOROUGH COMe'ACTION. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO 90% OF ADJACENT UND:STURBED SOIL AND SHALL CONFORM TO AJJACENT GRADES, WITHOUT DIPS, SUNKEN AREAS, Hl'MPS, on OTHER IRREGULAHITIES. SETTLING OF BACKFILLED HlENCHES, WHICH MAY OCCUR DURING THE ONE YEAR PERIOD AFTER FINAL ACCEPTANCE, SHALL BE REPAIRED BY THE CONTRACTOF\ INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING. OR OTH::R IMPROVEI/ENTS OF ArW KIND, TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXP':'JSE. TEMPORARY REPAIRS: THE OWNER RESERVES THE RIGHT TO MAKE TEMf'ORARY REPAI.RS AS NECESSARY TO KEEP THE SPR.NKLER SYSTEM IN OPERATING CONDITION. THE EXERCISE OF TH:S RIGHT BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TEF1MS OF THE GUARANTEE AS HE.REIN SPECIFl::D ADJUSTING THE SYSTEM; ADJUST VALVES, ALIGNMENT, AND COVERAGE OF ALL SPRINKLER H::ADS IF IT IS DETERMINED THAT ADJUS'MC:NT 1,N THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE MOHE ADEQUATE COVERAGE MAKE ALL NECc:SSARY CHANGES PR:OR TO PLANTING Tl-"ESC: CHANGES OR ADJUSTMENTS SHALL BE MADE WITHOUT ADJITIONAL COSTS. THc ENTIRE SYSTEM SHALL OPERATE: PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. ELIMINATE OVERSPRAY ONTO WALKWAYS OR PAVINGS MAINTENANCE THE ENTIRE SPRINKLER IRRIGATION SYS,EM SHALL BE UNDER AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOrl TO ANY PLANTING. THE LANDSCAPE ARCHITECT RESERVES THE RIGH-, TO WAIVE OR SHORTEN THE OPERATION PERIOD. DELORENZO INCORPORATED 111~~1~~1 MODEL# GPM COLOR 3.16 CLEAN UP: 3, 16.1 CLEAN-UP SHALL BE DONE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL ElE REMOVED FROM THE SITE. ALL WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN. ANY DAMAGES SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAlllED TO ORIGINAL CONDITIONS. 3 17 SITE OBSE'1VATIONS. ;J 17.1 IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPC:CIFIED TO BE PERFORMED UND::R THE OBSERVATION OF THE CITY OF CARLSBAD. !J~ILL BE THE SO.L.E RESPONSIBILITY OF JH_E LANDSCAPE C.QNTRACTOR TO NOTIFY THE CITY OF CARLSBAD TWO (2) WORKING DAYS IN ADVANCE OF THE TIME SUCH OBSERVATIONS ARE REOUlflED E.f\lLURE TO CAL,~ FOR ANY ONE OF Tr',: OBSERVATLQNS CALLED FOR BELOW .l._'VILL CONSTITlJTE IMMEDIATE STOPPAGE OF ALL PER 0 0RMANCE PAYMENTS TO THE CONTRACTOR. OBSERVATIONS Af1E REQUIRED FOH THE FOLLOWING: UPON INSTALLATION AND TESTING OF MAINLINE AND SLEEVING UNDER PAVING. UPON INSTA~LA<iON OF LATERAL LIN::S. A COMPLETE OPERATING TEST OF ENTIRE SYSTc:M AT FINA~ OBSERVATION. 3.17.2 THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIL THE FINAL OBSERV."<TION HAS ElE::N MADE AND ALL INSTALLATION APPROVED BY THE CITY OF CA9LSBAD. 318 INSF'ECTION; THE PRIVA"'."E IHRIGATION SYSTEM SHALL BE INSPECTED BY THE CITY OF CAHLSBAD PLANNING DEPARTMENT. PF110R TO BEGII\NING OF CONSTrWCTICN, A PF!ECONSTRUCTION CONFERENCE Sf'ALL BE HELD WITH THE PLANNING DEPARTMENT INSPECTOR. P~EASE CONTACT LARRY BLACK AT 438-1161, EXT. 4221. END OF SECTION 02811 1800 PCS SCREEN LEGEND PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 0.1 0.2 0.3 0.4 0.6 0.9 1.25 1.75 PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW PCS-260 PCS-370 2.6 3.7 BLUE RED STANDARD AND SMALL RADIUS SPRAY PATTERNS AND UMBRELLA B!.JBBLERS 12F 12TQ 12TT 12H 12T 120 15F 15TQ 15TT,. 15H 1ST 150 15SQ 17SST 15CST 15SST 15EST 22H-SS 220-SS NOTE: . --3' 5' 7' 8' 10' 12' . -2' 3' 5' 7' 10' 12' --2' 3' 5' 8' 11' 12' . -4' 4' 8' 1 O' 12' . 2' 6' 8' 1 O' 12' -3' 8' 10' 12' ---. -5' 7' 8' 11' 13' ---. .. --·6' 8' 12' 15' --1' 4' 5' 6' 8' 12' 15' --1' 4' 5' 8' 12' 15' . -3' 6' 8' 12' 15' -2' 5' 7' 12' 15' -----12' X 12' 14' X 14' 16'x16' 20' X 20· 23'x23' -. . --9' X 18' 9' X 19' 9'x24' 9' X80' ---4' X 12' 4' X22' 4' X 28' 4' X38' 4' X40' -. -4' X 16' 4' X 24' 4' X26' 4' X 30' --4' X 14' 4' X 18' 4' x20· -4" 1' 3' 5' 12' 18' 22' 6" 2' 6' 10' 15' 20' ALL SPRAY HEADS, STREAM SPRAY HEADS AND STREAM BUBBLERS ARE TO USE RAINBIRD PCS-1800 PRESSURE COMPENSATING SCREENS. THE FOLLOWING TABLE IS TO BE USED TO MATCH THE NOZZLE AND RADIUS OF EACH HEAD ON THE PLAN WITH THE APPLICABLE PCS SCREEN. BOLD ITALIC NUMBERS INDICATE RECOMMENDED NOZZLE/ SCREEN COMBINATIONS TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. OPERATING RANGE: FLOW-0.2 TO 3.7 GPM PRESSURE-15 TO 70 PSI APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF P~TING AR&\S, Ti TLE i"'!SP£CTOR PI a n n Ing Landscape Ar(hi[c..:turi.: ~---=:=====I-Ir_-_-_-_-_-_-_-_-_-_-_---=-··~----·-·-::_-::_-::_-::_-::_===--·------=-·=--=--=-~~-=--=--=--=-~-=--=--=--=--=-~-=--=--=--=--=-~-=--=--=--=-~ 1 sr ~ E, I ~---·----------------+---+---------------------+---'------+----,------1 ~----------------------- CITY OF CARLSBAD I SH1E~TS I 1·;-:,_1 IL•n~0ck )c1c-t·1 :nm,· l.i() s~n Diq,:,,, CA 92110 6J'.1-2'.l.~-5J D ;;E 61',-2',7.,!.~5-1 o,,, G-~""· 14----···-··· Joh No 92-061-02 Sc,lc· Dnwn Ey ----·--·-···-·"''""''-- Pr<:>j. Mngr,: BM MS 1 IRRIGATION SPECIFICATIONS FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE .--; - ·_,,//1 f I . APPROVEO:_ /7 7 llC 7 ;7 ,(,£✓ -~-s_s_r_AN_r_iiilih~N.,~~G-01~RE~c~r~oR~------~ orr l----+--+----------------+---1----+---t-------1 ~,...=---=---=---=---=---=---=---=---=---=---=--;.=-=-=-=-=-=-=-=-=-=--=----,::::;-;====== DA TE INITIAL REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OWN. BY'. __ _ CHKO BY: __ _ RVWO BY: on1e::R APPROVAL CITY APPROVAL PROJ(Ci NO. CUP 92-10 0RAWING ~O. 336-7l C.M.W.D 93-C.405 BENCHMARK: I I I I I \ I I \ \ \ \ DESCRIPTION STAIIIIWm DISC SET AT SOUTl.sr CORNER or CONC. BASE or EAST SICMll.. or NOlllH BOUNJ RMLR(W) TRIOCS LOCATION: 0.6 MUS NORTH or IIM.RtWl W AT CNilNOH Rl:Wl 54 FEET SOUIM or MllJA ~ COi.MY PlW STAllON 6 Fffi EAST or CENTERUNE or TRACKS AT SWITCH SOW. STAllON RECORD l'ROM: NORTH COUN1Y VER11CM. CONTROL DUA BOOK, PAGE 131 NO. OC 0152 El!VATION: 30.849 11.S.L I I I I \ ·--+-·- ~?, ,· r/,JP I \ I I l 1 I '' -h ~ \ I t, L.> " . ✓ , ·~ -:i.?1 ✓ ,-:•~, ~-T ,, .. JD -- . POINT OF CONNECTION -TEMPORARY SERVICE FROM P_W_ SYSTEM_ WHEN RECLAIMED WATER IS AVAILABLE ALL TEMPORARY CONNECTIONS BETWEEN POTABLE AND RECLAIMED SYSTEMS MUST BE SEVERED. SYM. ill ill .@ ®. ®- (jJ_ @ @.)_ @_ (j])_ @_ _m_ il a 0 ~ © ® © ® ® G) ® ~ ® ® ® rn □ a 0 ~ • 0 IRRIGATION LEGEND DESCRIPTION MANUF. MODEL POP-UP ROTOR HEAD HUNTER PGH-ADV /36V--02 POP-UP ROTOR HEAD HUNTER PCH-ADV /36V--03 POP-UP ROTOR HEAD HUNTER PGH-ADV /36V--04 POP-UP ROTOR HEAD HUNTER PGH-ADV /36V--05 POP-UP ROTOR HEAD HUNTER PGH-ADV /36V-06 POP-UP ROTOR HEAD HUNTER PGH-ADV /36V-07 PDP-UP ROTOR HEAD HUNTER PGH-ADV /36V-08 POP-UP ROTOR HEAD HUNTER PCH-ADV /36V--09 POP-UP ROTOR HEAD HUNTER PGH-ADV /36V•l0 POP-UP ROTOR HEAD HUNTER PGH-ADV /36V-11 POP-UP ROTOR HEAD HUNTER PGH-ADV /36V-12 POP-UP SPRAY HEAD RAIN BIRD 1812-SAM-lSEST-PCS POP-UP SPRAY HEAD RAlN!llRD !812-SAM-15SST-PCS POP-UP SPRAY HEAD RAIN IlIRD 1812-SAM-lSQ-PCS POP-UP SPRAY HEAD RA!NBIRD 1812-SAM-JSH-PCS POP-UP SPRAY HEAD RAIN BIRD 1812-SAM-lSF-PCS POP-UP SPRAY HEAD RA!Nll!RD 1812-SAM-1 SV AN-PCS ROTOR HEAD ON RISER HUNTER PGS-ADV /36V--02 ROTOR HEAD ON RISER HUNTER PGS-ADV /36V-03 ROTOR HEAD ON RISER HUNTER PCS-ADV /36V-04 ROTOR HEAD ON RISER HUNTER PGS-ADV /36V-05 ROTOR HEAD ON RISER HUNTER PCS-ADV /36V--06 ROTOR HEAD ON RISER HUNTER PCS-ADV /36V-07 ROTOR HEAD ON RISER HUNTER PCS-ADV /36V-08 ROTOR HEAD ON RISER HUNTER PCS-ADV /36V-09 ROTOR HEAD ON RISER HUNTER PGS-ADV /36V-10 ROTOR HEAD ON RISER HUNTER PCS-ADV /36V-ll ROTOR HEAD ON RISER HUNTER PGS-ADV /36V-J2 SPRAY HEAD ON RISER RAIN BIRD 1800-lSEST-PCS SPRAY HEAD ON RISER RAIN IlIRD 1800-15SST-PCS SPRAY HEAD ON RISER RAIN BIRD 1800-15Q-PCS SPRAY HEAD ON RISER RAIN BIRO 1800 -15H-PCS SPRAY HEAD ON RISER RAIN IlIRD 1800-lSP-PCS SPRAY HEAD ON RISER RAIN BIRD 1800-lSV AN-PCS TREE BUBJJLER ASSEMBLY RAIN BIRD (2) 1404 PER DETAIL SHRUl.l IlU!ll.lLER ON RISER RAIN BIRD 1404 GPM PSI 0.90 50 1.20 50 1-60 50 2.00 50 2-70 50 3-40 50 4.20 50 5.50 50 6.80 50 8.90 50 12.20 50 0.60 30 1.25 30 0.90 3(1 1.75 30 3.70 30 VAR. 30 0.90 50 1.20 50 1-60 50 2.00 50 2.70 50 3.40 50 4.20 50 5-50 50 6.80 50 8.90 50 12.20 50 0.60 30 1.25 30 090 30 1.75 30 3.70 30 VAR. 30 LOO 30 0.50 30 RAD 25'-451 25"-45' 25'-4,'j' 25'-45' 25'-45' 25•.45· 25'-45' 25'-45' 25'-45' 25'-45' 25'·45' 6'Xl3' 6'X26' 15' 15' 15' 15' 25'-45' 25'-45' 25'-45· 25'-45' 25'-45' 25'-45' 25"-45' 25'-45' 25"-45' 25'-45' 25·.45· 6'X13' 6"X26' 15' 15' 15' 15' E9 ® ~ (!) ~ 1B -·- IRRIGATION LEGEND (CONT.) BALL VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE R. P. BACKFLOW PREVENTER AUTOMATIC CONTROLLER CONTROLLER ENCLOSURE RAlNCUARD RECLAIMED WATER METER PRESSURE MAJNUNE KING BROS. PVC BLOCKED TRU-UNION, LINE SIZED RAIN BIRD 33DLRC RAIN BIRD PEil SERIES, SIZE AS SHOWN WILKINS #575 -1 1 /2 .. IRRITROL MC-PLUS30-STATION RAINMAN I SS SERIES ENCLOSURE (VERIFY CONTROLLER FIT) WCS WATER CONSERVATION SYSTEMS AUTO SHUT-OFF W / VANDAL RESISTANT ENCLOSURE RGVR-S 11/2" ALERTLINE CLASS 315 PVC RECLAIMED WATER LINE SIZED PER PLAN NON-PRESSURE LATERAL LINE ALERTLINE CLASS 200 PVC RECLAIMED WATER LINE SIZED PER PLAN SLEEVING SCH. 40 PVC SIZED PER DETAIL NOTES: 1. ALL RAINBlRD SPRAY HEADS AND STREAM BUBBLERS TO BE EQUIPPED WITH PCS -1800 PRESSURE COMPENSATING SCREENS. REFER TD THE SCREEN CHART FOR THE PROPER SCREEN TO USE WITH EACH NOZZLE AND RADIUS. 2. ALL HUNTER ROTORS DESIGNATIONS ARE APPROX!MA TE AND SHALL IlE ADJUSTED !N THE FIELD AS REQUIRED. 3. REFER TO SHEET 1 FOR INFORMATION REGUARDING RECLAIMED WATER REQUIREMENTS FOR IRRIGATION EQUIPMENT. REMOTE CONTROL VA I ,YE DESICNATION· CONTROLLER SEQUENC_E ____ \..,,V ??P 7--GALLONS PER MINUTE VALVE SIZE & --.<---+--"7 TATIC., f"'F<G''SSUF<-E'-~ CJ ._T-Al"') Sl'F'A"f ,,,._, RISlof'-~AjJ,...Jl!,1);.!.D r~-~'2:.H--...s. -r"c.5 1 _c,, I 30 ):) .::;.,--~&,.M sr1F-.AY ot-..1 R..1=:;ie;,z...._ ""'' NBI i"D I e~ -:2..-2-q -~ -pc:..,; =' PRESSURE CALCULATIONS i ~ f" -----< ~ _.-----__ .,,.---f ~' \ Ci') ~--__.--> =, \.---/ ------ --\:-:-j \ I'/,;;..'' i'-1Ei~~"--i,:,. APf-',~J(. '40 ps, ( c,Ec.2..._ ?.N1,W, D,) ., z•I' ~ :I,, ~ I ,-... -·· u -.,, 'e<O J>.or--l.lF C."Tp. e,._ t-1 <S Pl"A'( F!-A1"'-Je.tJ2..P 1arz.. ~ --Z."'Z4""--ss.-~s / .G,,.J 30 , \ \ \ \ \ \ I ' NOTES: 1. 2. CHECK VALVES SHALL BE USED TO PREVENT LOW HEAD DRAINAGE_ POP-UP HEADS SHALL BE USED WITHIN 10 fEET OF ANY PEDESTRIAN USABLE AREA. MAINTAIN 4' HORIZONTAL SEPARATION (ON-SITE) AND 10' HORIZONTAL SEPARATION (OFF-SITE) BETWEEN POTABLE AND RECLAIMED WATER MAINS. MAINTAIN 12 .. VERTICAL SEPARATION BETWEEN .,,,....---1 POTABLE AND RECLAIMED WATER MAINS. WATER METER H.G.L. ELEVATION @ METER 47ATfc-"4SW&METER SIZE REMOTE CONTROL VALVE 'n" 2 7 SIZE / 11 MAXIMUM DEMAND (GPM) , ,z;.e, ELEVATION 1/.0 HEAD ~1,v AT R.C.V. 77 X -433: _ f"';_, ___ PSI PRESSURE AT R.C.V. ____t_p8 FSr PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: /-/½." WATER METER /. '2-PSI LOSS -/'/-,,_ ft BACK FLOW PREVENTER =,. --z._. PSI LOSS FIL TEf~ PSI LOSS 1-~··u-GATE/BALL VALVES I. ,z._ PSI LOSS MASTER VALVE PSI LOSS PFlESSURE REGULATOR PSI LOSS 7:.q,;;,;·· .PRESSURE MAINLINE (-z.'') _+."'-.. PSI LOSS PRESSURE MAINLINE PSI LOSS l-I /l REMOTE CONTROL VALVE 2-= PSI LOSS 2" LATERAL LINE --·----·-· -_,,.,. PSI LOSS 1 1/2" LATERAL LINE PSI LOSS '70<' 1 1/4" LATERAL LINE -~ l·~ PSI LOSS ~..:5"1 1" LATERAL LINE ,z. I PSI LOSS (._ s-ci' 314 .. LATERAL LINE c;... 4-PSI LOSS 112 .. LATERAL LINE PSI LOSS 10% FITTINGS LOSS -z.e, PSI LOSS -z' El.EV. CHANGE (IN SYSTEM) . .,, PSI LOSS TOTAL SYSTEMS LOSS ~"'"2. 0 PSI PRESSURE REQUIRED AT HEAD ?.c::,.~ .. ~ PSI TOTAL PRESSURE REQUIRED 8-Z.= PSI STATIC PRESSURE AVAILABLE 7..0 . .c. PSI RESIDUAL WATER PRESSURE e.= PSI I I I 0 , a 2 a 50 REV!EWEO B'r': DELORE:-IZ 0 INCORPORATED illilltl~~I Planning L:ands cape Arch itccrurc 177j !-1:1.nccd: Srr~~r Suut 1.rn ~-in Die-~"• C,\ 921 I 0 ;;19-1':15,5115 h'.'.': /ilj,291,2.354 o .. tc ~.~-14- Job No.: 92-061-02 S=.I,:,· 1" = 20 !Moll Dnwn By: MS r'roj, Mng,.: BM Ri::vkwcd By: MS "AS-BUILT" B/r/'f5 DATE APPROVED FOR PI.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING AREAS. L, g:::lac4_. INSPECTOR OATF.: CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL ATNO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION 1------+---+----------------+----+----t-------t----i I SH6ET I ~ '----------------~ CITY OF CARLSBAD PLANNING OEPARTM£Nl SEE SHEET 0 FOR IRRIGATION LEGEND. SEE SHEET~-5 FOR IRRIGATION SPECIFICATIONS. SEE SHEET e, • "J FOR IRRIGATION DETAILS. DA TE INITIAL ENGINEER Of WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROV"L IRRIGATION PLAN FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE . ' APPROVED:~ O'Mi. BY: __ _ CHt<D B"f:. __ _ RW.O BY! PROJECT NO. CUP 92-10 ORA >\lNC NO. 336-7L C.M.W.D 93-C.405 . .) .. ·-..... __ MAINTAIN 4' HORIZONTAL SEPARATION (ON-SITE) AND 12' VERTICAL SEPARATION BETWEEN POTABLE-- AND RECLAIMED WATER MAINS. --- \ \ -j_ " 1,1.o(f) ij" 1~1 (1) r 410 BENCHMARK: DESCRIPTION STANDARD DISC SIT AT SOUTHWEST CORNER OF CONC. BASE OF EAST SIGNAL OF NORTH 80UNO RAILROAD TRACKS LOCATION. 0.6 WILES NORTH Of RAILROAD CROSSING AT CANNON ROAD M FEIT SOUTH Of AGUA HEOIONOA COUNTY PUIIP STATION 6 FEET EAST Of CENTERUNE Of TAACKS AT SWITCH SIGNAL STATION RECORD FROIA NORTH COUNTY VERTICAi. CONTROL DATA BOOK, PM:;£ 136 NO. OC 0152 ELEVATION 30,849 11.S.L ,/ ' C I flf'-1 iS-i,..... Tl ON coiJT~ 1-1-er-2-I~ 'e:, lO'>' pe!-P~ri:;:,e.. j'U-'V p~~ ~ BU::cr, Me.a+. -~. ROIIO c3-::-~~-::?»i-4 ' )1 -~-----__) ~ ---~ ----------. ~/ ---.._ ------~ "' -. . \\ -P .... ..-:..') '-p -~:) 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 SEE SIIEbT G FOR IRRIGATION LEGEND SEE SHEET 'Z-'5 FOR IR.RIGA TION SPECIFICATIONS. SEE SHEET2>-"'I FOR IRRIGATION DETAILS. I/;' Wz." z. ff;," ti!: Mt w,f', f/f' ,/' 1'4r' i ----_, 1,1, ,, ,of?,, .,L __ , fir f'q/, / / / / FF 1270 {' -\ 1/,f' 5Wllt.E -;;,; MIA/ r -------~-----=- i'-i" I 11/,f.H 1/z' - 1" M/' f'~ / 6REt/41h'OtJ5f !f G 18 73 5G8.L"5 f/7," y.q ti'' 00 {l,·, ,/ x'?/.J¾l __ _..f-' !h' 1ti/ f" -<\ i 1-.. r --- I ~ J.,r• I >( -- 1 If' 1f @/,ti.' 11ii f;_i 1/l.. /) ,I _c I /,z t( ,,, ·z ij I I r r.:' ~ 11 : I • 1B ~ f' I j 11 I l I I l L ~I I I - I I I I I' I I j I I I /, , 0 1 0 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING AREAS. 50 T I I I DELORENZO INCORPORATED PI an n i ng Landscape Archuecture J':'75 He1n~□d: Strcn Suire ISO San Ditg:<>, CA 92 ! 10 6l'i•H.'i-5J 15 Fn: 6lj,l.97,.UH - D,1t~= ~ 3,9 q4 Job N<:i,: 92-061-02 -. Sc,,.I""' 1" ~ 20 '-0" Dr,;,.WTI By: MS Pmj. Mngf.: BM Re~By: MS "AS-BUILT" --~-{4ft;r6 d( TITLE __ · /J1 ,._ £.. REVlEl'IE D BY: LtSf'ac-i__, ,-DATE -l----+------------------1-----+---+-----+------t I SH?ET I L_c_ITY __ ._LA_?_Nr_,G_~-~-•R_T~_E_N_T B_AD __ ~ ~ t-----+-----+---------,-·---------+-----+---+------+-----t IRRIGATION PLAN FOR: HUBBS -SEA WORLD RESEARCH INSTITU E i--------+----+-----------------+--+----1----+-------t '.:::==========t-=· :;' 2::t=+t:============1-'==:::;i====::::: APPROVED: ~ ---·-. DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN. BY: CHKD BY: __ _ RVWO BY: PROJECT NO. CUP 92-10 DRAWING NO. 336-7L C.M.W.D 93-C.405 8" MIN 18" MIN A ® B --w -- --=----11 m 8" TYP. JD CD CONTROLLER ENCLOSURE, SEE LEGEND © WALL MOUNT AUTOMATIC CONTROLLER. SEE LEGEND @ ON/OFF DISCONNECT SWITCH W/ 110 V. GROUNDED OUTLET, CD MOUNTING FLANGE W/ BOLTS TO BE SET IN 6" MIN. THK. CONCRETE PAD. @) FINSH GRADE @ 110 V, ELECTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL CODE. (D 2 -3" DIA. PVC SCH 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES & COMPUTER HARDWIRE. ® 1/2" X54" COPPER GROUNDING ROD, CONNECT TO 110 V. OUTLET PER MANUFACTURER'S RECOMMENDATION. AUTOMATIC CONTROLLER SECTION not to sca1e cD PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER ® 2" IN GROUNDCOVER AREA 11111 11111 11111 ~111111 ® BALL VALVE 5 @_) INTEGRAL UNIONS @) PVC SCH. 40, 45° ELL (TYP) ® PVC PRESSURE MAINLINE --...,..~ PIPE(SEE SPECS.) (jJ 4" MIN .. PEA GRAVEL ® 2X4 BRICK OR CONCRETE BLOCKING ® DEPTH-SEE TRENCHING DE:TAIL @ SCHEDULE 80 PVC NIPPLE BRASS BALL VALVE SECTION 1 9 ----0 not to scale G) PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER ® HEIGHT ABOVE FINISH GRADE PER SPECS. 0 QUICK COUPLER VALVE, SEE LEGEND 0 BRASS NIPPLE, LENGTH AS REQUIRED @ 4" MIN. DEPTH CLEAN PEA GRAVEL @ BRASS STREET ELL, TYPICAL (3 REQUIRED) (z) BRICK OR CONCRETE BLOCKING, TYPICAL ® BRASS NIPPLE 6" MIN. LENGTH ® PVC SCH 40 TEE OR ELL @ PVC MAIN LINE DEPTH AS REQUIRED (i) 36" MIN LENGTH #4 REBAR STABILIZER, ATTACH WI TWO (2)STAINLESS STEEL BANDS. QUICK COUPLER VALVE SECTION not to scale 0 G) w z ::; ~ a: uJ Q. 0 8: 2' MAX. 11111111 12"MIN 36" MAX, I :::.-':•, ;:_;,?.-,-, ::--0::-:-':/:-,.:,,,, -'c,,---t,j.-.l-' ,,_,,,_,_ .. _. _ _ :;_::::.-'::.-_:;::,-':· . .-:. .:••.;··-:••.:••.: ·-:· WATTS #77S LINE SIZE WYE STRAINER @ BRASS NIPPLE, TYPICAL 8 . ® 1 CU. FT. CONCRETE THRUST BLOCKS, REDUCED PRESSURE BACKFLOW DEVICE TYPICAL. WRAP PIPES 'W/ 1 O MIL. WITH 2 BALL VALVES, REFER TO TAPE. SATURATE AND COMPACT PLAN FOR TYPE AND SIZE OF EQUIPMENT SUB-GRADE TO 90% PRIOR TO POUR. BRASS UNION 0 FINISH GRADE BRASS ELL (TYPICAL) @ PVC MALE ADAPTER NOTE: INSTALL BACKFLOW PREVENTER PER C.M WO STANDARD DETAIL W-20 D 1-R_ED_U_C_E_D_P_R_E_S_S_U_R_E _______ S_EC_T_IO_N BACKFLOW PREVENTER NOTTOSCALE E 6" CD COMPACT BACKFILL TO APPROXIMATE COMPACTION\OF SURROUNDING GRADE TO PREVENT DEPRESSION AFTER 0 PRESSURE MAIN LINE @ DIRECT BURIAL, LOW VOLTAGE k'!IF?1/7':77?1/-r;rl--~----\ 3 CONTROL WIRES, BUNDLE 6" MIN. AT 10 FT. O.C. OR CONTROLLER Mt--~7 HARD WIRE. '!------l4 0-------15 J,/ RECLAIMED WATER WARNING TAPE PER SPECIFICATIONS (j) RECLAIMED WATER WARNING TAPE ATTACHED TO MAINLINE AT 5'-0" O.C. PER SPECIFICATIONS NOTE: SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS TRENCHING SECTION not to scale DELORENZ 0 INCORPORATED G) PLASTIC VALVE BOX WITH G) PVC NON-PRESSURE PIPE (SEE SPECS.) PURPLE BOLT DOWN COVER © 2"' IN SHRUB AREAS @ PVC PRESSURE PIPE (SEE SPECS) (1y PVC SCH 80 NIPPLE (TYP)(LENGTH AS REQUIRED) V APPROVED WIRE CONNECTORS © CONTROL WIRES; BUNDLE AND TAPE (Y'!f 24" MIN. EXTRA WIRE) @ 2X4 BRICK OR CONCRETE BLOCKING ® REMOTE CONTROL VALVE (SEE LEGEND)@ PVC SCH 40 TEE (SxSxS) OR ELL(SxS) ON MAINLiNE G)soLENOID 0 PVC SCH 80 UNION @ 4" MIN. OF PEA GRAVEL @ DE?TH-SEE TRENCHING DETAIL CD PVC SCH 40 FEMALE ADAPTER (Tf P) NOTE: INSTALL CHRISTIE IDENTIFICATION TAG AS SPECIFIED. ® REMOTE CONTROL VALVE SECTION F ~---=-=---------------------n-ot-to_s_c-:-ale G r. .. '.'::., .. _.,'c:',. .. ,,':-::._.,:~:-:::::.-,:·.-';:',_ ._.,';:_._.,_~ ... ,_.;:; .. ,.,_::::., .. _..::'.'," :;:j._ ---"'{ 3 . ';,, •;,, •,-,, •,-,, ·.·,_ •,-,_ •,-,. •;,. ·:•. •:,. •:,. •:,. •;,. •:,. •:,. ·: -';,. •;,, ·:--';,. •:, .. ;,. •:,. •:,.' ·-... ,, •. ,, .. ,. ··,. ··,_ •-,_ ,. 4 _._. ............. _., .. _. ... _. ....... -. :-. ;,. ,-,, ;,. ;,. ;,. :,. : . ·:,. •:,. •:, .. _.,, •;,, •;, . ,, •.-,. •.-,. •;,.';,.','•.':,.' :,.'_',,'' ,,, ••, .. , .. , ,-, . ; ,., ,., ,., •·, •·, •-,.-_-,.•:,.•:,:: 6" CD HARDSCAPE SURFACE, SEE PLANS. ® CLEAN BACKFILL AS REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. ® CLEAN SAND. (D LATERAL LINE W/ SLEEVE. @ PRESSURE MAIN LINE WI SLEEVE. @ LOW VOLTAGE CONTROL WIRES, OR CONTROLLER HARD WIRE SLEEVE SIZE AS REQUIRED. (j) MINl1B" UNDER WALKS 30" UNDER DRIVES 36" UNDER STREETS \IOTE'· ,\LL SLEEVES TO BE PVC SCH. 80 PIPE. ALL SLEEVES TO BE SIZED TWICE THE D!A. OF THE WORKING PIPE. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. CLEAN BACKFILL MAY BE SUBSTITUTED FOcl SAND UNDER WALKS AND DRIVES. INSTAL.L WARNING TAPES FOR MAINLINE PER TRENCHING DETAIL. SLEEVING SECTION not to scale 1s-S L ~-, APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PI.ANTING AREAS. TIT\.E'. • \µ.'"_..J'.;/1....-4~.J ' I ,-M...._ ~ 1NSP(CTOR OATE OATE PI a n n i ng Lands tape Architecture ----11---+-----------------+----+---+--+-----l ISH8£T I ~c_ITY __ PL_9_NF_1NG_f_r_~_Rl_~_EN_r_B_AD __ ~ ~ J775 lL>n<:(>~k Str£rt Sui,~ 15() S.1n Di~g<l, C,\ <:t:?. 111) 6J'i,2'15,)ll.5 f:1": !)[:,l,2.'j7,2.354 Om· C, . ~ . 'f+ Job No., 92-061-02 Dr-awn By: Proj. Mng1,; BM Reviewed ir, MS DA TE INITIAL DA TE INITIAL GATE INITIAL ENClN[[R OF WOR~ REVISION DESCRIPTION OTI-IER APPROVAL OTY APPROVAL. IRRIGATION DETAILS FOR: HUBBS -SEA WORLD RESEARCH INSTITU1E 1 , / ,' I f I APPROVED:';/; ) '1/ ii ,Y- ASSISTANT P6'NNIN<f01AECTOA OWN. BY: __ _ 0-iKO 8'1": -~- RVWO av: PROJ[Cf NO. CUP 92-10 , 7 /?7;/tf.t/ DA rt 336-7L C.M.W.D 93-C.405 -A ® CD POP -UP SPRAY HEAD, W/ PURPLE CAP, SEE LEGEND ® FINISH GRADE G) NOTE: ALL SPRAY HEADS TO BE PLACED MIN. 4" CLEAR OF ALL HARDSCAPE SURFACES © MARLEX STREET ELL, TYPICAL (3 REQUIRED) ® 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT TEE OR ELL ® DEPTH-SEE TRENCHING DETAIL POP-UP SHRUB HEAD SECTION "TT" -1 .,,,___ 1 ~+--® 6"1/ /. l-'--'--1 ~ CD SHRUB ADAPTER W/ PURPLE NOZZLE SEE LEGEND ([) PRESSURE REGULATING SHRUB ADAPTER WHERE REQUIRED @) PVC SCH 80 NIPPLE, LENGTH AS REQUIRED (TYP.). @) FINISH GRADE ~ ALL HEADS TO BE KEPT A MIN. OF 4" FROM ANY HARDSCAPE SURFACE. not to scale (&) MARLEX STREET ELL, TYPICAL (3 REQUIRED) (D 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH -STAINLESS STEEL STRAPS (2 REQ'D.) W/ #4 REBAR ST AB I LIZER, 30" MIN. LENGTH @ PVC SCH 40 TEE SxSxT @ PVC LATERAL LINE -B @ DEPTH-SEE TRENCHING DETAIL SHRUB SPRAY ON RISER STREET SURFACE ---, ... POTABLE MAINLINE 3.SFEET (SEE IMPROVEMENT DRAWINGS)7 ~ . 12" MINIMUM REQUIRED VERTICAL SEPARATION -r ,. (CJ~\-' ___ SLEEVE RECLAIMED WATER IRRIGATION MAINLINE 5 NOTE· ALL RECLAIMED WATER /RR/GA T/ON PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIF/CATIONS FOR PR/VA TE /RR/GA T/ON SYSTEMS "CARLSBAD RECLAMA T/ON RULES AND REGULATIONS FOR CONSTRUCT/ON OF RECLAIMED WATER MAINS" JUNE 1991 _r G"' POTABLE MAINLINE CROSSING SECTION not to scale '"-- SECTION not to scale - ® . C ® . . D :'::'11 =~-;:}© g 5 CD POP -UP ROTOR HEAD, W/ PURPLE CAP, SEE LEGEND ® FINISH GRADE @ NOTE: ALL HEADS TO BE PLACED MIN. 4" CLEAR OF ALL HARDSCAPE SURFACES © MARLEX STREET ELL, TYPICAL (3 REQUIRED) @ PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT ~~ , /~ \ 1 ;z,r;::::,, 0 PVC LATERAL LINE, SIZE AS NOTED h.___--L_::c ',;;:J;c:____ )_.J-_r_~~ ON PLAN G) DEPTH-SEE TRENCHING DETAIL POP-UP ROTOR HEAD SECTION ---11 I 2 m 3 ,(4) 1111 "II >-I >--vii.' -,-I 5 =1 -··~~ , r not to scale G) STREAM ROTOR SHRUB HEAD, W/ PURPLE CAP, SEE LEGEND CD BROWNLINE UVR-PVC COUPLING OR ANTI-DRAIN VALVE WHERE REQUIRED G) STAINLESS STEEL STRAPS (2 REQ'D.) W/ #4 REBAR STABILIZER, 30" MIN. LENGTH © MARLEX STREET ELL, TYPICAL (3 REQUIRED) @ PVC SCH 80 NIPPLE, 6" MIN. LENGTH ® PVC SCH 40 SXSXT TEE OR ELL 0 PVC LATERAL LINE, SIZE AS NOTED ON PLAN ® DEPTH-SEE TRENCHING DETAIL ROTOR SHRUB HEAD SECTION not to scale DELORENZO INCORPORATED PI an n 1 ng LanJ.s ,;;ape Architc(.:ttire 1-;-5 ]l_,nu,,:k \tr~(•t Sul~(' 1511 .'\.in l'>l<'!;tl. (;;\ ':12' I() 6l!ol-2\,H-'il, \" 1:,,,., l>J',l.l',l-:'.2 .. )54 /"b No., 92-061-02 Drawn By: BM Rt\lic1,:cd Ry: DA TE INITIAL ENClN(E~ OF WORK I I Q)-----+: I I ' 911 - 40% 75• I I , , ' ' I I I I I I ' ! I I I ' , CD LOCATION AND ANGLE OF IRRIGATION HEAD @ TOP OF SLOPE @ MIDDLE OF SLOPE G BOTTOM OF SLOPE @ SLOPE FINISH GRADE 5 60% I I I I I /:~1 , 4 & I I • ' ' I I • ' rE~i--s_L_O_P_E_H_E_A_D_P_L_A_C_E_M_E_N_T ______ S_E_CT_IO_N '-/ NOT TO SCALE -F .----S/OEVIALK ~-METER BOX WlldETER CURB-~ -f---++ 24" ---r~ I " I "'-'I._ 'l '..., "''..., '.., '\. .-.~·:::;:;• ' . ·,':,:· .. ...,. .- ~"'~t~'"'~*'0"',l APPRf X. 5-r L·, . ..,,.~_., ~ 1 u"~"' , \ ~-12"MINIMUM POTABLE SERVICE LINE -:: I ~➔ 10' MINIMUM TO POTABLE MAINLINE IN ST.REt:. -/ ~ RECLAIMED WATER !RR/GA TION MAINLINE W/SLEEVE --' NOTE: VERTTCLE CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A,POTAfJLE WATER UNE, INSTALLATTON OF RECLAIMED WATER lRRIGAT'CN MAINLINE :z4· FROM FACE OF SIOF.WAJ.K w,u_ PROVIDE THE NECESSARY to· HORIZONTAL CLEARANCE FROM POTABLE MAINUNE IN THE STREET. POTABLE SERVICE LINE CROSSING SECTION APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING AREAS. not to scale "AS-BUILT" TITLC REVlE'NED BY INSPECTOR IRRIGATION DETAILS FOR: OAT( HUBBS -SEA WORLD RESEj\RCH INSTITUTE ' , DA TE INITIAL DA TE INITIAL □WN. BY, __ _ REVISION DESCRIPTION Ol11ER APPROVAL CITY APPROVAi. CH<O B'I". __ _ RVV.O B'I". PROJECT NO. CUP 92-10 MA'MNG NO. 336-7L C.M.W.D 93-C.405 SECTION 02900 -LANDSCAPE WORK PART 1 -GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS ANO DIVISION 1 SPEC:FICATION SECTIONS, APPLY TO THIS SECTION. 1.2. SUMMARY: 1.2.1. T'-IIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEMS TREES. SHRUBS. PLANTS. GROUNDCOVER. SOIL AMENDMENTS. FINIS'-! GRADING. HYDROSEEDING MAINTENANCE PERIOD. 12.2. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION. 1.2.2.1.. UNDERGFlOUNO SPRINKLER SYSTEM IS SPECIFIED IN DIVISION 2 SECTION, "POTABLE IRRIGATIO~J SYSTEM." ANO "RECLAIMED WATER IRRIGATION SYSTEM 1.3. QUALl"'."Y ASSU RANCc'· 1.3 1. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PERMITS REOJll1ED TO PERFORM THE WORK INCLUDING P!::ST CONTl!OL APPLICATOR'S AND C-27 LANDSCAPING LICENSES. 1.3.2. SOUFlCE QUALITY CONTROL: 1.32.1. GENERAL SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF INSPECTION Rc:OUl;:iE □ 3Y GOVERNING AUTHORITIES COMPLY WITH REGULATIONS Af-•PLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT MAKE SUBS"'."l"'."UTIONS. IF SP'::CIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON- AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARC:-HTECT SHALL SF'ECIFiY ALTERNATE MATERIAL. 1.3.2.3. AN Ac YSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTUR!::R'S CEHT:FIED ANALYSIS. FOR OTHEFl MA"'."ERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCOnDANCE WITH MC:THODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CH:Jv'.ISTS, WHEREVER APPLICABLE. 1.3.2.4. TREES, SHRUBS, AND PLANTS: PROVIDE TREES, SI--RUBS, AND PLANTS OF QUANTITY, SIZE, GENUS. SPECIES, ANO VAfllETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WIT--1 RECOMMENDATIONS AND RE0UIF1EMi=NTS OF ANSI ZG0.1 "AM::RICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHv, VIGOROUS STOC:-<. GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HOR"'."ICULT:JRAc PRACTICE AND FREE OF DISEASE, INSECTS, EGGS. LARVAE, AND DEFECTS SUCH AS KNOTS, SU'J-SCALD, INJURIES, ABl!ASIONS, OR DISFIGUREMi'NT. 1 3.2.5 WHERE FORMAL ARRANGEMENTS OH CONSECUTIVE ORDER OF Tc!EES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND S?REAll 1.3.2.6 SELECTION: TI--E cANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFOllE PLANTl1'G, FOR COMPLIANCE w:TH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTf1ACTOH SHALL SUBMIT PHOTOGRAPHS TO '_ANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CO~HAINER SIZES\ FOR LANDSCAPE WORK LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER Cf-<ECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, IN.JURIES AND LATENT DEFi:CTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PllOGRESS OF WORK. CONTACTOr! SHALL REMOVE REJECTED TREES OR SHf1UBS IMMEDIATELY FROM PROJECT SITE. 14. SUBMITTAcS 1.4.1. GE~IERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH COtWITIONS OF CONTRACT AND DIVISION 1 S"EC:FICATION SECTIONS. 14.2. PLANT AND MATERIAL CERTIFICATIONS· 1.4.2.1. CERTIFiCATES OF INSPECTION AS ;:iEQUIRED BY GOVERNMENTAL ALTHORITIES. 1.4.2.2 MANUFACTURER'S OR VENDORS CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTUZER MATERIALS. 1 4.2.3. LABEL DATA SUBSTANTIATING THAT PLA~ns, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPEC:FIED REQUIREMENTS 1.4.2.4. 1.4.3. 1.4.3.1 1.4.3.2. 1.4 3.3. 1.4.3.4. SEED VEN DOH'S CERTIFIED STATEMENT FOR EACH SE!::D MIXTURE REQUIRED, STATl!,G BOTANICAL AND COMMON NA"1E, PERCENTAGES BY WEIGHT, AND PERC::NTAGES OF PURITY, GcRMINATION, AND WEED Sc:ED FOR EACH SEED SPECIES SOIL TESTING: UPON COMPLETION OF GRADING OPERAT'ONS, SUBMIT ONE REPRESENTATIVE SOIL SAMPLE FOR EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING. SOIL SAMPLES SHALL REPRES!::NT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTUHE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATION SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY AND THE LANDSCAPE ARCHITECT FOR INCORPORATION INTO THE PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EOUAL" PRODUCTS APPROVED BY THE CITY. 1.5. DELIVEFlY, STORAGE AND HANDLING: 1.5.1. PACKAGED MATERIALS· DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DLJHING DELIVERY, AND WHILE STORED AT SITE. 1.5.3. TREES AND SH,lURS: DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TF1EES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BArlK, BRE!'IK BRANCHES, OR DESTHOY NAT!cRAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. 1.5.4. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAlfJERS UNTIL PL.ANTING TIME. 16 JOB CONDITIONS: 1.6.1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES ANO PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GrlADE S,AKES SET BY OTHERS UNTIL R!::MOVAL IS MUTUALLY AGREED UPON OY PARrES CONCERNED. 1.6.2. EXCAVATION: WHEN CONDIT,ONS DETRIMENTAL TO PLANT GROWTH ArlE ENCOUNTERED. SUCH AS RUBBLE FILL, ADVERSE DF'A,NAGE CONDITIONS, Oil OBSTRUCTIONS, NOTIFY ~ANDSCAPE ARCHITECT BEFOR:: PLANTING 1 7. SEQUENCING AND SCHEDJLING: 1.7. 1. PLANTING Tl'v1E PROCEED WITH, AND COMPLETE LANDSCAPE WOflK AS RAPl'.)LY AS PCfHIONS OF SITE :lECOME AVAl'.ABLE. WORK SHALL BE PERFORMED DUFIING THOSE F'Ef"IIODS WHEN WEATHER AND SOIL CO~WITIONS ARE SUITABLE 1,N ACC:OriDi'.NCE WITH LOCAL'. Y ACCEPTED HORTICULTUHAL PRACTICE. 1.7.2. COORDINATION WITH GROUNDCOVERS: PLANT TF1EES AND SHH UBS AFTEFl FINAL GRAOES ARE ESTABUSr1ED AND PRIOR TO PLANTING OF GROUNDCOVERS, UNLESS OTHERWISE APPI-ICVED 3Y LANUSCAPE AHCHITECT IF PLANTING OF TREES AN.J SHRUBS OCCURS AFTER GROUNDCOVER PFIOTECT GROUNDCOVER AREAS ANO PROMPTLY REPAIR DAMAGE TO GROUNOCOVE'1S RESULTING FROM P'_ANTING OP'::RATIONS. 1.8. SPEC:Ac PROJECT WARRANTY: 1.8.1 WARRANTY GROUN'.)COVERS THROUGH SPEC:FIED MAINT::NANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.82 WARRANTY SHRUBS "OR A PERIOD OF 120 DAYS AF"'."ER DATE OF F NAL ACCEPTANCE. 1 8.3 WARRA,'JTY TREES, FOR A PERIOD OF ONE YEAH AFTEf1 DATE OF SUBSTANTIAL COMf'LETION. AGAINST DEFECTS INCLUDING OEAT:'-1, POOH Gt!OWTH 0:l FOIIM. 184 FlE',IOVE -'IND REPLACE TREES, SHRUBS, OR OTHER PLArHS FOUND TO BE JEAD OR IN UNHEALTHY COfJDITION DURING WARRANTY PERIOJ. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REr'LACE TREES AND SHRU8S WHICH AflE IN DOU8TFUL CONDITION AT END OF WARr1ANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE: ·,o C:XTEND WARF1A.'HY PEF!IOO FOR A FULL GrlOWING S::ASON. 1.8.5. ANOTHER WARRANTY SITE OBSERV/l.TION VISIT WILL 3E CON'.JUCTED AT THE END OF EXTENDED WARHAfHY PERIOD, IF ANY, TO DETc:RMl>JE ACCEPTANCE OR REJECTION. REPLACEMENT SHALL BE THE PLANTS USEJ FOR SAM:: Kl~JD AND SIZ': AS SPECIFIED FOR LANDSCAPE WORK. REPLACEMENTS SHAcL BE FURNISHED, AND PLANTED AS OHIGINALLY SPECIFIED PART 2 -PRODUCTS 2 1. SOIL AlvlENDMENTS: 2 1. 1. ORGANIC SOIL AMENDMENT SHALL 3E A BLENDED COMMEflCIALLY F'ROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC- 1:lASFD COM)IT:ONER, PREPARED BY MIXING A LIGHT, FRIABLE, S LIC!::OUS MATERIAL WITH NITROGE'J-FORTIFIED, FINELY GllOUND BARK, WOOD CHIPS AND/OF, SAW DUST. THE 'v1ATi:RIAL SHALL CONTAIN A LONG-LASTING FOl!M OF IRON AND SHALL BE WILBUR- EcLIS "ORGANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAL. 2.'..2. BARK CHIPS: BARK CHIPS SHALL BE FREE FROM DELETEfllOUS MATEFilALS AND SUITABLE F0c1 TO" DRESSING CONSISTING OF CL.EAN, GRADED PEA SIZE (1/4" -1/2") FIR OR PINE 2.:.3. SHREDDED BARK MULCH: SHREDDED BAl'lK MULCH SHALL BE FREE FROM DELETERIOUS MATEHIALS AND SUITAElLE FOR TOP ORESS NG CONSISTING OF CLEAN. GRADED P'ECES(l/2' -7") FIR OR PINE. SUBMIT SAMPLE FOR APPROVAL BY CITY INSPECTOR PRIOR TO DELIVERY TO SITE. 2.1.4. COMMEF1CIAL FEHT:LIZER: COMPLETE FEc!TILIZER OF NEUTRAL CHAHACTER, PER THE SOIL TEST RECOMMENDATIONS FOR BIDDING PUF1PQSES USE 16-6-8. 2.1.5. 21.6. 2.2. 2.3. 2.3.1. 2 32 PLANT TABLETS: AGRIFORM (20-10-5) BLUE CHIP T-'IBLETS 5 OR 21 GRAM. IRON SULPHATE: IRON SHALL BE EXPRESSEJ AS METALLIC-DERIVED FROM SULFATE-DEEP Gf1EEN (FES04•H20) A MINIMUM ANALYSIS OF 200% AND 98.3% RETAIN!::D O,N A 10 MESH SCREEN. GYPSUM· AGRICULTURAL GRADE GYPSUM SHALL BE A (CAS04•H20) CALCIUM SULFATE 94.3%. 9C% SHALL PASS A 50 MESH SCf,EEN. PLANTING BACKFILL SHALL ElE A THOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS A, THE RATE RECOMME\JDED IN THE SOIL TEST RESULTS. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY: ON-SITE SOIL/ 6 PAllTS BY VOLUME NITFlOGEN STABILIZED ORGANIC AMENDMENT/ 4 PARTS BY VOLUlslE COMMERCIAL FERTILIZER (16-6-8) i 1 LB PEH CU YD. OF MIX IROi, SULFATE/ 2 LBS. PER CU. YO. OF MIX P'_ANT r,.,ATERIALS: QUALITY: PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIOi,S AND REQUIREMENTS OF ANSI 260 1 "AMERICAN STANDARD FOH NURSERY STOCK_'· CONTAINER STOCK (1 GAL, 5 GAL., 15 GAL .. BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVEl"I TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACK!::D OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING CONFIGURATION F1ECOMMENDED BY ANSI Z60.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DllAWINGS. r'ROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FOFlMS ARE SHOWN OH LISTED 2.3.4. SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WiDTH SHOWN OR LISTED REQUIRED BY ANSI 260.1 F011 TYPE AND HEIGHT OF SHRUB REQUIRED 2.4. GROUNDCOVER MATERIALS: 2.4.1. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEE'.) MIXTURE COMPOSED OF SEED SPECIES, Pf10P0RTIONS AND MINIMUM PERCENTAGES OF PURITY, GEflMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURES" INDICATED ON PLANS. 2.4.2. PflOVIOE GROUND COV:C:R PLANTS ESTABLISHED AND WELL ROOTE:D IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS TJ-,AfJ MINIMUM NUMBER AND LEI\GTH OF RUNNERS f1E0UIRED BY ANSI Z60.1 FOR THE POT SIZE SHOWN on LISTED. 2.5. HYDROSEED COMf'ONENTS AND ADDITIVES: 2.5.1. MA-,-ERIALS: ALL MATERIALS SH,'.LL BE STANDARD, APPROVED, FIRST GRADE QUALITY ANO IN PRIME CONDITION WHEN :NSTALLED. ALL COMMERCIAL PROCESS OR PACKAGNG MATERIAL SHALL 8E DELIVERED TO THE SITE IN THE OHIGINAL UNOPENE,) CONTAINERS BEA"llNG T.-IE MAr<UFAC7URER'S GUAHANTEED ANALYSIS. 2.5 2. BINDER -AZ-TAC OR ':QUAL. 2.5.3. CELLULOSE FIBER MULCH -WEYERHAUSE;:i "SIL\/A-"IBER" OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE MATERIALS: 2 6 1. STAKING MATERIAL STAKES SrALL BE OF LODGEPOLE PINE THESE SHALL BE STRAIGHT SH,'FTS, SHAVEU AND CUT CLEMJ AND BARE o~ BRANC:HES AND STUBS, OF UNIFORM THICKNESS WITH A Ml'JIMUM DIAMETEH OF 2 INCHES, FRE:: OF LOOS:: KfJOTS, SPLITS OR BENl)S STAKES SHALL BE NO LESS THAN TEN (10\ 0 E:ET IN LEr,GTH. TREE TIES Sr.ALL BEV I.T. CINCH-TIE OR APPROVED EQUAL 2.6.2. VINE TIES SHALL BE -:WO PAt!T,NON-.METALLIC CONSISTING OF A CE'v1ENTABLE WALL DISC AND A SEPAHATE TIE PART 3 -EXECUTION 3.1. PREPARATIOfJ -GENERAL· 3.1.1. ALL ROCK AND OTHER GROWTH OR DEORIS ACCUMULATED OU HING THE DURATION OF THE "RO,JECT SHA_L RE FlEMOVEIJ FROM THE SITE 3.1.2 GRADII\G AND SO:L PREPARATION WORK SHALL BE PERFOR.M'::D CNLY DURING THE PER,OD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY OE OBTAINED IF THE MOISTURE CONTENT OF TJ-,E SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPE;ciATIONS SHALL BE SUSPENDE:D UNTIL THE .MOISTURE CON"'."ENT 'S INCREASEcJ OR REDUCED TO ACCEPTAB'.E LC:VELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTA;NED. 3 1.3. All. SCALED DIMENSIONS ARE APPROXIMATE. BEFOllE PllOCEEDING WITH ANY WORK, CAREFULLY C,HECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LAI\OSCAPE ARCHITECT OF ANY DISC"lEPANCV BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS ANO AC--:UAL CONDITIONS 3.1.4. OUAN'"ITIES FOR PLANT MATE"llALS AR':: SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK ANO V::RIFY courn AND SL.:PPLY SUFFICIENT NL:MBER TO FUL"ILL INTENT OF DRAWINGS CERTIFY ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE A'-,D PROTECT ALL IRRIGATION EQUIPMENT, MANl-'OLES, UTILITY LINES, ArJD O~HER ::CXISTING PROPErlTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. CONH1ACTOR SHALL SUPPLY S GNEJ COPIES OF HEOU1f1ED CERTIFICATES, TRIP SUPS, AND INVOICES FOR SOIL PRE"ARATION MATERIALS, SHA~L INVOICE SUCH MATERIAL, COM"AHING THE TOTAL QUANTITIES OF EACH MATERIAL FUflNISHED AGAINST THE TOTAL AREA TO EACH OPERATION IF THE MINIMUM SOIL PREPARATION HATES OF APPLICATION HAVE NOT BEEN MET THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE , MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. DELORENZO INCORPORATED 3.2. FINISH GRADING; 3.2.1. FINISH GRADING: FINISH GRADES SHALL BE AS :NOICAT'::D ON THE CIVIL ENGINEER'S ()RAWINGS NJD LANDSCAPE DRAWINGS 322 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED ANO SETTLED SURFACE GRADES; AND SHALL BE WITHIN PLUS OR MINUS J.1 FOOT OF THE S"OT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWINGS. 3.2.'.l. MOLDING AND ROUNDING OF THE GRAl)ES SHALL ElE PROVIDED AT ALL CHANGES IN SLOP:: WHERE RE0Ulf1ED BY THE ~ANDSCAPE ARCHITECT. 32.4. ALL UNDULATIONS AND 111REGULARITIES IN THE PLANTING SURFACES RESULTING FROM TLLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATE'.). 3.2.5. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ANO AVOID DAMAGE TO SPRINKLER rEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPC:RATIONS 3.2 6. FINAL FINISH GRADES SHft.LL INSURE POSITIVE ORAi NAG!:: OF THE SITE WITH ALL SURFACE DflAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS 3.2.7. FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGI.\JEER'S D,lAWINGS. FINAL GRADES Sl--,ALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFOnE PLANTING OPERATIONS WILL BE ALLOWED TO BEC31N 3.3 PREPARATION FOR PLANTING AllEAS: 3 31. F'RIOR TO PLANTI-NG, THE CONTHAG"OR SH.-'ILL APPLY PRE- EMERGENT, TRANSLCCATIVE, SYSTEMIC HEHBICIOE ("ROUND-UP" OR EQUAL) TO KILL ALL BROADLEAF WEEDS ANcJ GRASSES PRESENT IN PLANTING AREAS ACCORDING TO MANIJFACTURER'S DIRECTIONS DEAD PLANT MATERIAL SHALL BE FlEMOVEll FROM Tf-1E SITE REPE,~T PROCESS IF REOUIFlED BY THE LANDSCAPE AFICH ITECT. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. :l.:.l.2. SOIL CONDITIONING, FERTILIZING & f"IOTOTILLING: A.0 T"R THE PLANTING AREAS HAVE BEEN GRAOED, APPLY SOIL AMEN'.:iMENTS AND INl,IAL FEFlTILIZERS AS SPEC:FIEJ IN ALL CROU\JDCOVE'l Af1EAS Wi,H A SLOPE OF 3:1 OR FLATT::R. THESc: AREAS SHALL BE CHOSS-RIPPE::J IN TWO DIRECTIONS TO A DEPTH 0° 9 INCHES MINIMUM BELOW FINISH GRADE DUH,NG THIS OPElATION, ALL STO~JES OVER 1 INCH IN G'lEATEST DIMENSION SHALL BE REMOVED F1EM0VE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPT'-! 0,0 'JOT LESS ,HAN 6 INCHES BY ROTOTILL NG A M:NIMUM OF TWO (2) AL-ERNATING PASSES TILL SOIL TO A HOMOG"NEOUS MIX,URE OF FINE TEXTUHE, .0 REE OF LJMPS, CLODS, STONE:S, ROOTS AND OTHEll EXTl1ANEOUS MATTER, CRADE SHALL BE IIETUR'JED TO THE CONDITION OF APF'ROVEO BY THE CIVI_ ENGINEER J'.'.2.1 PRIOR TO PRE"ARATION OF UNGRADED A,lEAS DESIG'JED TO BE LANDSCAPE I), REMOVE EXISTING VEGETATION AND WEEDS PROPERLY DISPOSE OF SUCH ~!ATERIAL OUTSIDE OF OWNEFi'S F'F,OPEHTY. 3.3.2.1.1. so:L AMENDMENTS SHAL_ BE APPLIED AT THE RATES RECOMMENDC::D BY THE SOIL TC:S,ING LAB THE FOLLOWING SCHEDULE IS FOR BIDDl',G PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSAFW ORGANIC AMENDAMENT· 4 CU YD PER 1,000 SO. FT. SOIL SULFUR. 10 LBS PER 1,000 SO. FT. F'FlE-PLANT FERTILIZER (16-6-8): 15 LBS PER 1,000 SO. FT. 3.4. EXCAVA,ION FOR TREES AND SHllURS: 3.4.1. CONTAINER GROW\J STOCK IN CANS SHALL BE REMOVED W:THOUT DISTURB'NG THE ROOT BALL, STOCK GROWN IN BOXES SHALL HAVE: BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM "'."HE SITE. EACH TREE AND SHRUB SHALL 3E PLACED IN THE CENTER OF THc: HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD lllGIDLY N POSITON UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED ,>ROUND EACH ROOT BALL. 3.4.11. "OR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIO~H AND DEPTH. 3.4.1 2. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTl.'JG EXCAVATIONS. 3.4.1.3. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCO'_ATE OUT PRl011 TO PLANTI\JG. 3.5. F'LANTING TREES AND SHRUBS: 35.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING, THE CROWN SHAI.L BE OIJE INCH ABOVE THE SURROUNDING FINISH GRADE APPROVED FOR PU,"ITING AND IRRIGATION ONLY, fNCLUDING PRECISE LOCATION OF PLAf·filNG AREAS. --------·-- Ii TL( ------·· ------ INSf'f.:CiOR PI a 11 n Ing Lands c1pt Arch11tcrurc -t--••----+--~: ________ ... ···-----============: ==============,===: I 510 T J ,---r--·-t---•-------, .. -----------,----,------ CITY OF CARLSBAD] I SHEETS I Pl.,,-i..1..JN1"JC O(PARTl.![NT . 18 I 775 !l.,nc,:,d.: St(t<·t ~u,t, 15(] S.iil ll,cg,\, C:A ~2 lC- tiJ'.t,295,il I~ 1-'.n:. i'>l':l-~:•'.!"-1354 ,;;. '!,?, , "14-____ 92-061-02 ------ ------·-·- Ptcij. M~r-: BM -----·---- MS DA TE INlnAL REVISION DESCRIPTION 1 DA TE INI nAL DA TE INITIAL OTH(R APPROVAL CITY APPROVAL PLANTING SPECIFICATIONS FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE APPROVED: DWN. 8T; PROJECT NO. DRA·MNG NQ, CHl':[J SY; __ _ RVWO BY: CUP 92-10 336-7L SECTION 02900 · LANDSCAPE WORK (CONTINUED) 3.5.2. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATE: 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 4-21 GRAM TABLETS PER 15 GALLON CONTAINER. 1-21 GRAM TABLET PEH EACH 4 INCl-i OF BOX SIZE 1-5 GF1AM TABLET PER FLATTED OFl LINER PLANT. 3.5.3. NO F'LANT WILL BE ACCEPTED IF THE ROOHlALL IS BROK::N OR CRi'.C:-<ED, EITHER BEFORE, DUfliNG OR AFTER THE PROCESS OF INSTALLATION. 35.4 WATER BASIN SHA~L BE FORMED AFlOLND EACH TREE AND SHRUB PER DETAIL ALL PLANTS SHALL RE THOROUGHLY WATEFlED IMMEDIATELY AFTER PLANTING. 3.5.5 CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREC:S AND SHRUBS ONLY WHEN DIFJECTED BY THE LANDSCAPE ARCHITECT IT SHALL BE DONE IN ACCORDANCE WITl-i STA\JDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCH TECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY IN.JJRED OR DEAD BHANCHES FROM FLOWEI.IING THEES, IF ANY. PRUl'cE TR',C:S AND SHRUBS TO 11ETAIN I\ATURAL CHARACTER. 3 5.6. REMOVE AND REPLACE EXCESSIVELY PILJNED OR MISFORM::D STOCK. 3.5.7. 3.5.8. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON THE Df1AWINGS. THE STAKES Sl-cALL BE DHIVEN IN PLU~B AND SECL'RE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTOALL. TREE TIES SHALL OE FASTENC::D PER DETAIL. REMOVE NURSERY STAKES ON ALL V,NES ANO ATTACH TO ADJACENT WALLS OR FENCES WITH Vl~JE TIES. 3.6. HYOROSEEDING: 3 6.1. INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WOHK. THE HYDROSEED,NG COtHRACTOR SHALL CAFlEFLLLY CHECK PLANTING AREA COND:TIO.\JS AND SHALL IMMED:ATE~Y INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS NO WORK SHALL BE DONE WITHIN ANY AFlEA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS Af'\E LNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHME'-JT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 3.6.2. QUALITY OF WOFlK: THE HYDROS::EDING WOl'lK SHALL BE PERFORMED BY A COMPETENTLY TRAINED lfJDIVIDUAL OR HYDROSEEDING COMPA~JY IN ACCOR)ANCE WITH THE BEST STANDA!l[)S AND PIIACTICES HE LATED TO THE TllAllE. 3.6.3. SOIL PREPARATION: WATER ALL P~ANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THR:::E (3) CONSECLTIVE DAYS TO SATUl'\ATE UPPEFl LAYERS OF SOIL PHIOH TO HYDrlOSEEDING OPEH.'"I TION. ALLOW PLANTING A.REA SOIL SURFACE TO )fW OUT FOF1 ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CAFE MUST BE TAKEN TO NOT ALLOW THE so:L SURFACE TO BE EITHER SUPC::R SATURATED WITH WATE"1 OR '3ONE DRY PRIOR TO THE HYDROSEEDING INSTALLATION. THERE SHOULD OE SOME FlESIDUAL MOISTURE WITHI\J THE FIRST 1/4 INCH OF SOIL SURFACE. 3.6.4 BEGII\ THE HYDROSEEDING CPERATON 0.\1 ALL AREAS AS SPECIFIED HEREIN. 3.6.4.1. HYDF1OMULCHING AF'PLICAT:OtJ ANO PLANTING SCHEDULE; THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CO~ISISTING OF ORGANIC SOiL AV1END~ENTS, COMMERCIAc FER~ILZER. AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SP9AYED ONTO THE SOIL. THE MULCH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION ~UST BE SO DIRECTED THAT THE SLURRY SPRAY WILL ,\LSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSUr11NG MAXIMUM IMPREGNATION AND COVERAGE. 36.42. PREPARATION OF HYDROSEEDL\JG MIXTURE: THE SLURRY SHALL BE PREPAl1ED AT THE SITE AND ITS COMPONENTS SicALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS 3.6.4.3. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THc: TANK WHEN THE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTIL!ZEFlS SHAL_ BE ADDED TO THE M'XTURE (THE TANK SHALL BE AT LEAST 1/3 FILLED WITH WATEil AT TH!S TIME). 3 6.4 4. THE ENGINE THROTTLE SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AME'-JDMENTS. FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2-1/3 TO 3/4 FULL AT THIS TIM:: THE SEEDMIX SHALL ALSO BE ADDE::>. 3.6.4.5. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL AND THE SLUFlRY IS MIXED. 3.6.5. 3.6.6. 3.6.7. 3.6.8. APPLICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLC: COAT USING THE DARK COLOR OF THE CE~LULOSE FIREF1 Ofl ORCAN:C AMEN'.)IVENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THc: MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED THE CONTRACTOR SHALL ADD 75% MORE OF THE OfllGINAL SEEDMIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE flE. ECTED AND DISPOSED OF OFF-SITE AT THE CONTRACTOrrs EXP::'JSE PROTECTION: SPECIAL CARE IS TO BE EXE"1CISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT Tl-cE CONTRACTOR'S EXPENSE. HYDROMULCHING SCHEDULE: AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. 3.6.9. APF'LICATION RATES: CELLULOSE FIBER -2,000 LBS/ACRE M-BINDER -140 LBS PER ACRE SEED MIX -AS INDICATED ON DRAWltJGS FEIHILIZER -(0-36-0) · 300 LBS.I ACRE AND (38-0-0) U.F.-50 LBS./ACRE 3.6.10. HYDl'\OSESDING EQUIPMENT: THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDING MACHINE DESCRIBED AS FOLLOWS: 3.6.10.1. THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQc.JIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENOUGH TO f-'HEVENT C~OSING AND CONTINUOUS NONFLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE AM N!MUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVEL.ING U~JIT EITHER SELF-PROPC:LLED 0"1 DRAWN BY A SEPARATE UNIT. J.6.10.2. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM UNDEFl OF'ERATING CAPACITY SUFFICIENT TO AG;TATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES MW SOLIDS FOR EACH 100 GALLONS OF WATER. 36 11. MINIMUM COVERAGE; THE CONTRACTOR SHALL GUARENTEE 90% COVERAGE AT 120 DAYS on RESEED ALL BA;:\E SPOTS PER SPECIFICATIONS. FIN/\L ACCEPTANCE SHALL OE GIVEN AT THE END OF THE ONE HUNDRED TWENTY (120)-DAY PERIOD ONCE 80% GE;:\MINATION AND PLANT ESTABLISHMENT HAS BEEN OBTA:NED. 3.6.11.1 THE HEVEGETATION DES:GNER SHALL DETEfiMI NE THE NEED AND TIMING FOfl RESEEDING IN ALL "lEVEGETATION AHEAS. 3.6.12. WEEDING: ANY CONCENTRAT:cD DEVELOPMENT OF WE"cD G"lOWTH APPEARING IN THE HYDROSEEDED APEAS DURING THE MAINTENANCE "ERIOD SHALL BE REMOVED AT THlfffY (30)-DAY INTERVAc.S. 3.7. 3 7 ?. 373 PLANTING GROLND COVER: SPACE GF1OUND COVER PLMJTS AS INDICATED O."1 SCHEDULED. DIC HOLES LAF1CiE ENOUGH TO ALLOW FOR SPREADING OF HOOTS AND BACKFILL WITH f"LANTING SOIL. WOIIK SOIL AROJND ROOTS TO El.lMINATE AIR POCKETS AND LEAVE A SL GHT SAUCER INDEN- TATIO'-1 AROUND PLANTS. WATER THOHOUGHLY AFTER PLANTING. TAKING CARE NOT TO covEn CROWNS OF PLAN~S WITH WET SOILS. ?ROVIDE F'LANT Ti\JS PEH SPEC:FICATIOr,s. PROVIDE :1 INCH THICKNESS OF BARK MULCH IN ALL AIIEAS LESS THAN 3 1 Gf1AIJIENT. EXCEPT TURF AIIEAS 3.9. POST FEflTILIZATION: 3.B.1. 3.0 3.9.1. 3.9.2. 3.9.3. 3.9.4. 3.9.5. 3.9.6. 3.9.7. 3 1 C 3.10.1. 3.10.2. 3.11 3. 11 . 1. POST FERTILIZATIOrJ FOR ALL AREAS SHALL OCCUR AFTEH f'~ANTNG AT A HATE SPECIFIED IN THE SOIL TES~ flECOMMENDATIONS MAINTENANCE F>ERIOD THE IVAINTEN.1\fJCE PEFllOD BEGINS ON THE FIRST UAY AFTER ALL LANDSCAf-'E. IRFllCATION, ANI) ALL OTHER INDICATED OR Se'ECIFIED WORK ON n,is P'lO,JECT IS COMPLETE, CHECKED ACCEPTED AND W!IITTE'J APPROVAL FHOM TH:: LANDSCAPE AHCHITECT IS GIVEN. THE CONTFlACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF H!E CONTRACT DURING THE PROGRESS OF THE wonc: AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEP'ANCE OF THE WORK. THE MAINTENANCE F'ERIOD SHALL COfJTINUE U'ITIL. FINAL ACCEPTANCE, BUT IN ,\JO CASE, LESS THAN 90 DAYS AFTEF1 APPROVED COMPLETION OF THE LA'JDSCAl'ING. THE CONH1ACT COMPL::TION DATE OF THE CONT1'1ACT MAINTENANCE PERIOD WILL BE EXTENDED. Wl-cE.\J IN THE OF'INION OF THE LANDSCAPE AFlCHITECT. IMPROPER MAINTENANCE AND/OH POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MA-EHIAL ARE EVIDENT AT THE TEflM!NATION OF THE SCHEDL;LED MAINTENANCE PERIOD. THE CONTRACTOR SHALL RE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTFlACT PRICE U\JTIL ALL OF THE wor1K IS COMPLETED AND ACCEPTED THE LANDSCAPE ARCHITECT THE CONTRACTOR SHALL BE RESPOfJSIHLE FOH MAINT.AINING ADEOL'ATE PHOTECTIO\J OF THE LANDSCAPE AREAS. DAMAGED AREAS SH,\LL BE REPAlrlED IMMEDIATELY AT THE corHRACTOR'S EXPENSE. THC: CONTclACTOFl SHALL MAINTAIN TREES. SHHUBS, AND OTHER PLANTS BY PHUNII\G, CULTIVATING. AND WEEDING AS F1EOUlrlED FOil hEALTHY GROWTH; CONTRACTOl'l SHALL RESTORE PLANT WATERING HASINS. TIGHTEN AND RE"AIR STAKE SUPPORTS. RESET THEES AND SHRUBS TO PROPER GRADES OH VERTICAL ,'OSITION AS REOUIRS:D, AND SPRAY AS REQUIRED TO KEEP TF1EES ANJ SHRUBS FR::E OF INSECTS AND DISEASE. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFOH:'JIA. THE CONTl1ACTOR SHALL APPLY COMMERCIAL FERTILIZER (16-6-8) AT THE RATE OF 5 LBS. PER 1000 SO. FT. 30 DAYS AFTER THE INITIAL PLANTING AND EVERY 30 DAYS THEREAFTER DURING THE CONTflACT MAINTENANCE PERIOD. CONSTANT DILIGENCE SHAL'_ BE MAINTAINED TO DETECT THE PIIESENCE OF DISEASE. I\JSECTS, RODENT, AND/OF, FlABBIT INFESTATIONS AND PROPER PRE'✓E\JTATIVE OR CONHIOL MEASURES TAKEN. CLEANUP AND PROTECTION DUPING THE LANDSCAPE WO"1K. KEEP 0 AVEr.JENTS CL:':AN AND WORK AREA IN AN ORDERLY CONDITION PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE (JUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TFlADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. H1EA,, FlEPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. SITE OBSERVATION VISITS: SITE OOSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 3.11.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL UPON COMPLETION OF FINISH GPADl~JG PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. FiNAL SITE OOSERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOFl THE WAf,HP,NTY PERIOD OF PLANT MATERIAL. UPON COMPLETION OF THE WARRANTY PERIOD. 3.11.3. THE CITY LANDSCAPE :NSPECTOR SHALL OBSERVE AND APPROVE THE LANDSCAP:: AT THE FOLLOWING t'ARTS OF WORK. SOIL AMENDING UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATEHIALS FINAL SITE OOSERVATION VISIT AT THE COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WOFlK OF THIS SECTION. THE CO.\JTRACTOR WILL BE ,\JOTIFIED IN WRITING BY THE LAND. ARCH. (1) WHETHER THE WOHK IS ACCEPTABLE OR (2) OF ANY REQUIREME\JTS NECESSARY FOR COMPLE,ION Ai'JO ACCEPTANCE. 3114 ACCEPTANCE· UPON COMPLETION OF THE FINAL SITE OBSEfNATION VISIT AND THE WORK OF THIS SECTION. THE CONTRACTOR WILL BE NOTli'IED IN WRITl~JG (1) WHETHER THE WOPK 'S ACCEPTABLE; (2i OF ANY P,EOUIREMENTS .'JECESSARY FOR COlv\PLET ON AND ACCEPTANCE 3.11.5. THE COtJTRACTOH OR HIS AUTHORIZED REPRESENT.t,Tl'✓E SHALL BE ON THE SITE .>"IT THE TIME OF EACH SITE OBSE'WA-ION VISIT RY THE LANDSCAPE AFlCHITECT . END OF SECTION C2900 DELORENZO INCORPORATED APPROVED FOR PLANTING AND IRRJGATION ONLY, INCLUDING PRECISE LOCATION OF PI..M'TING AREAS. ' ' !\ S -8 U 11_ l ' ' R[~(,'/(J 8"' -·----------- INSPEC roR CITY OF CARLSBAD DA IE DA r[ PI a n n 1 ng l.;1nJs (ape .Ard111eL·rnr~ ··--··--I _____ +I ---t---+----H··· CTDH1E1E1 --1---·-t--------------·-···--··------+--_J_----+----+-·--F'LANN1NG iJU' AR Tu ENT ISH1E8TSI - i--i l!.111, "~ ",[r,·,·r ~u,1,· 1<;11 'i., n I 1,,,:,,. c ;\ •/ 2 I I 11 i,l'.•-2'1'1-'\I \ I·,,~; i,l'-l,2'1-,2\14 - 1.1.1,,· ,;;. ?«' ~4 j<)I' ,..._,,' 92-061-02 ~~ale: --·-·-·· , ...... _ .. - Ll1aw11 Bv: Proj. Mnl!:r.: BM Rcvicwcci J=\y: MS ·-----+---+------------------f-------'----1------'---H ····•-----1-----t-------------------+---~'----+----+1---H PLANTING SPECIFICATIONS FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE ,.--.. r ! APPROVE~• .... -/ I, II 7· /. , l----+---+------------------+---•--+----1------l -----1-·--,;,./:...,//L-"-=U',J~------'--·. ;i. z £U I -'SSJST ANT ~N1Nc. 01REcToi;i , o";]f --------+------+---+----l c_.:..:_:.._.:..c:_=_J_:::..:;;;_.:c;..:.:.;_:.._ ________ _:,_:, _ __J r-::-:-;:::--r::-:~:-:-t-------------------1-----1-' ----1-----1-----l --------------------~ JA TE INI nAL DA TE I INITIAL DATE INITIAL Ov.><. BY, PRO.J£C1 NO. oo,.,,c NO. CH~□ 8Y: __ _ RVV.O av, ~NCINEER Of WQRJI( REVISION DESCRIPTION 0Tl-1ER APPROVAL CITY APPROVAL CUP 92-10 336-7L BENCHMARK: D£SCRIPTI0N STANOAAO DISC SET AT SOUTHWEST CORNER Of CONC. BAS( Of EAST SIGIW. Of NORTH BOUlll RAIi.ROM) TIW:1<S LOCATION: 0.6 111.!S NORTH or IW.RCW) CROSSING AT CNNlN R<W> 64 fEET SOUTH or AGIJA l€lllONO,\ COllfTY PLII' STATION 6 fEET EAST or COOERUNE or TRACKS AT SWITCH SICNN.. STATION RECORD FROM: NORTH COUNTY WJITICl,i. C0NT1IOl MTA BOOK, p,a 136 NO. OC 0152 ELEVATION: :,0.849 111.S.L I I A . - F, I I / ")" \ --· j, / I ,// ,// -:.'. .. -', I \ \ \ I I -I ' \ I \ . -----.., ' ./ ----------- ----------- LIM PER 1 GAL 7 ECH FAS 5GAL MANUFACTURED SLOPE AREA IN ADDITION TO THE PROPOSED SLOPE SHRUBS PROVIDE PLANTING AND EROSION CONTROL MEASURES AS FOLLOWS: 1. PLANT MYOPORUM PARVIFOLIUM 'PACIFICA' (LOW SHRUBS) 2-3/4" LINERS AT 4' 0.C- 2. 3. PLANT DELOSPERMA ALBA (GROUNDCOVER) FLATS AT 12" o_c_ APPLY WHITE ALLYSUM (50%) AND ROYAL CARPET ALYSSUM (50%) HYDROSEED AT 6 LBS. PER ACRE (COVER CROP) AND INSURE 90% COVERAGE WITHIN 30 DAYS FOLLOWING APPLICATION. SHOULD PLANTING OCCUR BETWEEN AUGUST 15 AND APRIL 15 JUTE MESH SHALL BE INSTALLED AS APPROVED BY THE CITY AND AS RECOMMENDED BY THE MANUFACTURER. fo Fie, PUM ---------'------+----------• \ \ 5GAL 1+-=== NOTE: REGRADE AND REVEGETATE AREA DISTURBED BY INSTALLATION OF RECLAIMED WATER MAIN AND SEWER FORCE MAIN. FOLLOWING REGRADING APPLY COASTAL HYDROSEED MIX. SEED VARIETIES AND APPLICATION RATE AS SPECIFIED IN THE PLANT MATERIAL LEGEND. \ \ \ --' ,., . . ~ -, . . . --. ·-/ --1/ . ,, ---. ·-.(✓( \ \ SCH MOL /5 G. , -- 2. 5GAL 18 '5 GAL HYD SEED MYOLAE CEA LOU PLANT MATERIAL LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS TREES; ERYCOR ERYTHRINA CORALLOIDES NAKED CORAL TREE 24' BOX MUL TI•TRUNK METEXC METROSIDEROS EXCELSUS NEW ZEALAND CHRISTMAS TREE NCN 15 GALLON OOUBLESTAKE MYOLAE MYOPORUM LAETUM PINMUR PINUS MURICATA 5GALLON JS GALLON FOLIAGE TO BASE SINGLE STAKE SCH MOL SCHINUS MOLLE BISHOP PINE CALIFORNIA PEPPER MEXICAN FAN PALM 15 GALLON MULTI TRUNK WAS ROB WASHINGTON IA ROBUSTA SHRUBSNINES; CARGRA CARISSA GRANDI FLORA CAR TUT CARISSA G. TUTTLE' CEA LOU CEANOTHUS G. 'LOUIS EDMUNDS' CISPUR CISTUS PURPUREUS ECHFAS ECHIUM FASTUOSUM Fl"' F'\JM f'l6US f'Urv11L-A JUN CON JUNIPERUS CONFERTA LIMPER UMONIUM PEREZII PHOTEN PHORMIUM TENAX 'RUBRUM' PITCRA PITTOSPORUM GRASSI FOLIUM RHUINT RHUS INTEGRIFOLIA SOL MAX SOLAND RA MAXIMA GROUNDCOVER: LAM SPE LAMPRAMTHUS SPECTABILIS SAN VIR SANTOLINA VIRENS HYO HYDROSEED MIX ACHILLEA MILLEFOLIUM ARTEMISIA PYCNOCEPHALA CISTUS VILLOSUS COREOPSIS MARrTIMA ENCILIA CALIFORNICA ERIOGONIUM PARVIFOLIUM ESCHSCH~A CALIFORNICA ISOMER IS ARBOR EA LASTHENIA GLABRATA LIMONIUM PEREZII OENOTHERA CHEIRANTHIFOLIA NATAL PLUM DWARF NATAL PLUM WILD LILAC ORCHID ROCKROSE PRIDE OF MADERA "'FZE~PI N<,j 'F'-1"'! SHORE JUNIPER STATICE NEW ZELAND FLAX NCN LEMONADE BERRY CUP-OF-GOLD VINE TRAILING ICEPLANT t,.CN COAST AL HYDROSEED MIX WHITE YARROW COAST AL SAGEBRUSH ROCKROSE SEA DAHLIA BUSH SUNFLOWER SEA CLIFF BUCKVv'HEAT CALIFORNIA POPPY BLADDERPOD GOLDFIELDS SEA LAVENDER BEACH EVENING PROMROSE TOTAL LBSJACRE B&B 1 GALLON 1 GALLON 5 GALLON 1 GALLON 5 GALLON 5 GALLON 5 GALLON 1 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON FLATS LJNERS LBS.IACRE 2 LBS 3 LBS 4 LBS 2 LBS 5 LBS 8 LBS 2 LBS 5 LBS 1 LBS 8LBS 2 LBS 42 LBS 15' TRUNK HT./ UNSKINNE0 4' o.c. 3' o.c. T O.C. 5' O.C. 5' O.C. STAKE/ ATTACH TO WALL 2' o.c. 5' o.c. 6' o.c. 8' o_c_ STAKEGROWN/WIRETIETO METAL POSTS 12" o.c_ 18" o.c. p G PLS 95 70 67 5 30 2 98 75 74 65 50 33 40 60 2 4 30 60 1 8 95 75 71 90 65 59 90 85 77 70 50 35 95 75 71 P =MINIMUM% PURITY, G =MINIMUM% GERMINATION, PLS =MINIMUM% PURE LIVE SEED CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEAL THY GROWTH OF THE PLANT MATERIAL AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER ATA RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION 0 1 0 2 0 50 DELORENZO INCORPORATED Planning Lands ca.pt An,:h1tccturc 1715 Jl.111co<.:k )rtt(! ~\11Ct 15() ~-'" D,,~,,, C .\ 9l ! J() 61~,U5,_I I !5 F.n. 619,1'.'7-i./S➔ Dm· a,.~ -4!f4- Jo, No 92-061-02 ------------- !h~Wr'I By: BM BM MS APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PlANTING AREAS. "AS--BUIL T" OAT( TITL.:: INSPECTOR OAlE 3 PIN MUR rs GAL --+-----+--------+-------+------+-----+--------1 rnJ CilY OF CARLSBAD PLANNING O(PARTM(.'IIT t5 RHUINT PUBLIC TRAIL EASEMENT {TYP.) PLANTING PLAN FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE 1---------11-----+--------------------+----+---+--+---l ::===========_,=· 1:::::z::~=:::;:;:::===============:::;L==L==='. DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAl Cln' APPROVAL 0~. 8Y: CHKD SY;--~ RV\',1) BY: PROJE:CT NO_ CUP 92-10 DRA'MNG NO. 336-7L n ::----- -SCH MOL \ /5 G. ' I \ I i / -----. _'i_ Q,._, 7b !LIMPER 1 GAL -. ___ \/ "-. ... _.~'"'"'-~--_..-.--_ .... __ _ I ci 0-....:.7 __ -+tC_IS_PU_R ____________ ----. 5,GAL PUBLIC TRAIL EASEMENT (TYP.) G PIN MUR /5 GAL SAN VIA LINERS lf:> ,-1---------1--------------+- 5GAL PHO TEN '--.... <-9-G'. / 00..z.. "PERMANENT URBAN POLLUTANT CONTROL-------,,,"- AND DETENTION BASIN." SODDED WITH DWARF FESCUE GRASS PER GRADING PLANS, SHEET 2 SECTION F-F. BENCHMARK: DESCRIPTION STANDARD DISC SET AT SOUTHWEST CORNER OF CONC. ~E Of EAST SIGNAL OF NOR1H OOUNO RAILRCWl TRACKS LOCATION 0.6 MILES NORTH OF RAIL.RCWl CROSSING AT CANNON ROAD 6'I FEET SOUTH OF AGUA HEOIONDA COIJNTY PUMP STATION 6 FEET EAST OF CENTERUNE OF TRACKS AT SWITCH SIGNAL STATION RECORD FROM NORTH COUNTY VERTICAi. CONTROL DATA BOOK, PK,£, 136 NO. OC 0152 ELEVATION 30.6'19 11.S.L 5GAL I L ?() JENSEN VAUL T/10,000 GAL. OR EQUAL PER GRADING PLANS. -S / SOL MAX ----------1----------• -I \ 1 \ i -9~t: \ ':! \ RHU INT 5GAL -4 WAS ROB 8&8 3 ERV COR \ \ ',/ \ "PERMANENT URBAN POLLUTANT CONTROL,_....,_ ______ ....:....,------,£. GRASS FILTER AND SWALE" SODDED WITH DWARF FESCUE GRASS PER GRADING PLANS, SHEET 2 SECTIONS D-D AND E-E. SEE SHEET /'.Z... FOR PLANTING LEGEND / 17 ECH FAS 5 GAL 48 CAR TUT -,i.---....:....----1-....:....:....:.... _____ -<JA 1 GAL. G JUN CON 5 GAL GREEAIIIOtJ5c 1/ EXISTING VEGETATION r GIB ?lf .c;s ,c5 / / ~ TOREMAI DATE INITIAL ENGINEER a' WORK REVISION DESCRIPTION {.: -~-R/J;.7 () ! t :', GAL 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 -46 MYO LAE 5GAL I~ PIT CRA 5GAL /3 MET EXC /5 G. 41 CAR GRA 1 GAL /Z. If oc.. LAM SPE FLATS HYO SEED CEA LOU j "' F ~ • ~---~----~ I DELORENZO INCORPORATED PI• n n i ng Lands c:a pe Archi{eCTl.lre 1775 H:.i.l'l{C.Clc. Su<"tl 'i.um· l.'iO $;1n D1tg,:i, CA n I 10 ,H9-2~S,5115 F~;,;: 6!,•29'7-lJH - O•« &-~-<rf __ _ Job No., 92-061-02 I I I Sc:alc: 1" ;;;;; 20 '-Q" Or.1.wnBy: BM 0 1 0 2 0 50 Proj. Ml'lgt.: BM APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING AR.FAS. TITLE REVIEWE0 SY, OAT( DATE INSP[CTOR --1---f----+------1 I s13T I L_c_TIY __ P_L?_N_Nr_NG_~-~-AR_TM_E_N_T _ 8_AD __ __J ~ DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANTING PLAN FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE APPROVE'D <.__.,--~ )7 !/ t 7)..) 'fqJ -AS_SI_S-TA-NT_P_i.Mll..,....,;""~G-D...-IR-E~CT.,__O"'-R-------O"TE DWN. BY: CHKO BY; __ _ RVV.0 BT: PROJECT NO. CUP 92-10 DRAWING NO. 336·7L ---, I \i~f:-, :.:::=:t ""'=~i'iiimih/:Jtt: ·.:.:v::_:_:_}~:::. M~iii/fo) :tt:::i):/;;;;;; =h'lmt::~:tf'.::~~::::::: hm::=mrn:= CD ® ® 0 ® ® CD ® 2" DIA. X 1 O' LODGEPOLE PINE STAKE (2 REQ'D.) 1 X 2" WOOD BRACE VINYL TREE TIE (2 REQ'D. PER STAKE) 24" MIN. SEE TREE PLANTING DETAIL 12" MIN TREE TRUNK ROOTBALL 7l----+ ~ I PLAN VIEW t PREVAILING WINO DOUBLE STAKING DETAIL SECTION 2 CD ® @ 0 ® ® PREVt,ILING WIND TREE TRUNK SEE TREE PLANTING DETAIL 24" M:N. VINYL TREE TIE (2 REQ'D.) not tc scale 2" DIA X 10' LODGEPOLE PINE STAKE 12" MIN. ®_ ~..,_,, ______ , SINGLE STAKING DETAIL SECTION not to sca'e 7 6 (j) 10+---+- t-----( 8 9 CD ® 0 FRONDS· ,IE WITH SINGLE STRAND OF ORGANIC MATERIAL UNTIE AT END OF MAINTENANCE PERIOD PALM TRUNK 4" HIGH WATERING BASIN (IF REO'D.) TOP OF PAVING SEE SPECIFICATIONS BACKFILL MIX -100% WASHED SAND 12" MIN. UNDISTURBED NATIVE SOIL FINISH GRADE AT SLOPE FINISH GRADE PLANT TABLETS (SEE SPECS.) ROOTBALL PALM PLANTING DETAIL SECTION not to scale 1 r0J G) ROOTBALL 3l----+-® CROWN -1" ABOVE FINISH GRADc' @ FINISH GRADE 0 FINISH GRADE AT SLOPE ® 2 X ROOTBALL DIA. ® BACKFILL MIX (SEE SPECS.) 0 PLANT TABLETS (SEE SPECS.) ® SEE SPECIFICATIONS ® TOP OF PAVING @ 4" HIGH WATERING BASIN 4 @ UNDISTURBED NATIVE SOIL r ,,,,_ f2' II~ II II II 11 I I ® NOTE: VINE ATTACHED TO SURFACE WITh APPROVED METHOu NURSERY STAKE -TO BE REMOVED EXISTING SURFACE CROWN-1" ABOVE FINISH GRADE 4" HIGH WATERING BASIN (IF REO'D) PLANT TAB LETS FINISH GRADE BACKFILL MIX (SEE SPECS.) 2X ROOTBALL DIA. UNDISTURBED NATIVE SOIL ROOTBALL MIN. 6" BELOW FINISHED FLOOR@ BLDG. VINES W/ NURSERY ESPALIER STAKE TO BE MOVED & ATTACHED TO SURFACE BY APPROVED METHOD VINE PLANTING DETAIL SECTION ©- 0 ® ® not to scale 2" PREPARED SOIL, PER SPECS. PLANT TABLET, PER SPECS. FINISH GRADE EQUAL (X) -SEE PLANT SCHEDULE FOR ON CENTER SPACING CONCRETE MOW STRIP, REDWOOD HEADER, OR HARDSCAPE IMPROVEMEr AS INDICATED ON PLAN CONCRETE MOW STRIP, REDWOOD HEADER, OR HARDSCAPE IMPROVEMENTS AS INDICATED ON PLAN EQUAL 1 /2 (X) 3" MULCH LAYER, SEE SPECIFICATIONS TREE/SHRUB PLANTING DETAIL SECTION GROUNDCOVER PLANTING DETAIL SECTION not to scale DELORENZO INCORPORATED P I :.;1 n n I ng Land,;cape Architecture 1--; 11.,n~o~k Str.·,;-i S,J1t<· I ~O \,,,... D,q;,,. C-\ ':12111) ,:,1:1-l?ViII~ f'.i:-.: 61-:l,l'.'1-,2..l:i<l Um· a,.~,,q-4 . . .. ' "'" .,. ··-··-- Job No 92-061-02 Drawn Bv· BM Rnicwcd By: MS \ \ ,... / ' / :··:-:---------./:~t ·--...... ::~~S----/ ' APPROVED FOR PlANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. not to sca:e "AS-BUILT" TITLE'. REVl(W(D 8..,.. INSPECTOR D>. TE 1----+---t---------------+--+---+----t---, I SHEET CITY OF CARLSBAD I SH1E8E TS I -+----+--· ! 14 PLANNING O(PART~(NT +---+---+----t-----i ~.-~ ~-----------~ ·-1--·--+----f---+-----, ' PLANTING DETAILS FOR: t------+----+---------+----+---+----+-----< , HU BBS -SEA WORLD RESEARCH INSTITUTE ~ / ~ ~ I ••• APPROVE~ ?77 y 7;. 71,f.;./ ~A-,-,SSI--ST,_Ac--:NT,-=P.ZLA'-NN"c,IN-::--G ~DIR'-"E-:::CT::COR:--------DA IT t----+----1---------------+---l----+----f--------j t__:__:::_:_:_:_:_c_:__:__-'--=~_::__:_::-=-::_:__::_c_ _____ ;--_-_-_-~_ ·-_-_-_-_-_ DA TE INITIAL ENCINHR OF WORI< REVISION DESCRIPTION OAT( INlnAL DATE INITIAL OTH(R APPROVi'IL c1rr APPROV,tJ,. O'M'-4. BY· __ _ CHKO B'Y'. ---R'IVWQ BY: PROJ(C1 NO CUP 92-10 ORAW1NG NO. 336-7L CONSTRUCTION NOTES CONCRETE FLATWORK 1. Concrete walks to be natural color with medium salt finish. 2. Concrete shall have a minimum compressive strength of 2,500 PSI at 28 days. REINFORCING STEEL 1. Reinforcing detailing shall conform to the Concrete Reinforcing Steel Institute "Manual of Standard Practice", latest edition. 2. Reinforcing shall be securely held in position prior to placing concrete. 3. Splice continuous reinforcing with 40 diameters minimum lap. 4. Bar reinforcement shall be ASTM A615 Grade 40. STEEL ENTRY GATE 1 2. 3. 4. 5. 6 Fencing shall be seamless steel tubing, Grade B, conforming to ASTM A501-81 and shall be as follows: 4 x 4 Posts -11 ga. 2-1-2" Frame -14 ga. 5/5" Pickets -1 B ga. Contractor shall secure exact field measurements prior to fabrication. Gates to be shop 1abricated and painted All welds and other connections exposed in the finished work shall be ground and dressec smooth with no irregularities. All surfaces shall be prime coated with successive coats of Frazee 'Metal Prime' and 'Super Bond Synthetic Undercoat' or equal. Final finish shall be two coats of electrostatically applied Frazee 'Rust Stop' enamel, or equal. Gates to be equipped with heavy-duty hinge assemblies. CHAINUNK FENCING 1 . 2. 3. 4. 5. 6 7. 8 9. Wire shall be 9 gauge fabric, 1 3/4" mesh. All fa::>ric shall be chainlink woven steel and shall be heavily zinc coated (hot dip galvanized) after weaving and shall be free of sharp protrusions and burrs. Fabric shall be equal '.o the height of the fence. Wire shall be approved commercial quality steel. The weight of the zinc coating on the wire shall not be less than 1/2 ounces per sc;uare foot of uncoated wire surface, as determined by a stripping test, A.S.T.M. Designation: A-90-39. The uniformity of the ccating shall be determined by the Preece Test, AS TM. Designation: A-239-41. Coatings shall stand without failure five dips o1 one minute each. The sampling, test specimens, packing, marking, 1nspec:ion and rejection shall conform to A ST M Designation: A-117-33. All posts and rails shall be made of hot-dipped zinc coated (galvanized) welded and seamless steel pipe and shall comply with AST M. Specification: A-120-55 "Standard Weight'. The pipe shall be coated inside and outside, and the weight of the zinc coating sha'I not be less than 2.0 ounces per square foot of total coated surface. Welding of posts for new chainlink fences shall not be permitted without written consent of the Owner, The calculated weight of the coating and the determination of the weight shall be as described in A.S TM Designation· A-120-47, and including A.S.T.M. Designation: A-90-39. Pipe sizes and weights shall conform to the follcwing schedule: Line posts, general Terminal, and Corner Posts Top Rail and Brace Rails Outside Diameter lncres 1 7/8" 2 318" 1 518" Weight Linear Ft. Pounds 2.72 3.65 227 10. The weight of pipe may vary not more than 5% from that specified and the diameter may vary not more than 1 % under or over th2t specified. ELECTRICAL 1. 2. Contractor to provide and install a complete and operational site electrical system utilizing the specified equipment and fixtures as specified. Contractor to provide all necessary labor, materials, tools, equipment, coordination, and supervision with other trades, regulator; agencies and utility companies as may be required to provide an electrical system based on the standards of the Uni:orm Building Code. 3. Contractor to provide for all necessary trenching wire and/or conduit runs, electrical panels, pedestals and all attendant appliances pertinent to the system. 4. Contractor to provide ''Design Build" drawings and specifications to the owne for approval. 5, Drawings and installation shall meet all applicable local, state and national codes. NOTE: GATE SYSTEM SHALL BE EQUIPPED WITH A "KNOX", KEY OPERATED EMERGENCY ENTRY DEVICE. OWNER SHALL CONTACT THE FIRE PREVENTION BUREAU FOR SPECIFICATIONS AND APPROVALS PRIOR TO CONSTRUCTION. 4" 0.C. (TYP.) 7 . 0 ' '° NOTES: 6' HIGH CHAINLINK FENCE WITH TOP RAILS, CROSS BRACES AND ANGLE BRACES 2 1/2" x 2 1/2" TUBULAR STEEL FRAME 5/8" x 5/8" TUBULAR STEEL PICKETS 5/8" x 5/8" TUBULAR STEEL CROSS BRACE 0 ' ,;, 0 L 4" MAX. FINISH GRADE COLOR TO MATCH BUILDING ROOF COLOR. SUBMIT SHOP DRAWINGS FOR HINGES AND LOCKING DEVICES 4" SQUARE TUBULAR STEEL POST. VERIFY GATE CLEARANCE AND DIMENSIONS PRIOR TO MANUFACTURE CRIBWALL PER GRADING PLANS _ ___, AUTOMATIC ENTRY GATE +------2" DIA. TUBULAR STEEL SIGN FRAMEWORK +-----STEEL CONNECTION PLATES WEL0EO TO FRAMEWORK PLEXIGLASS INFORMATION SIGN PROVIDED BY OWNER. BOLT TO CONNECTION PLATES -~ 4' -o· 0 45 DEGREES FINISH GRADE NOTE: TUBULAR STEEL FRAMEWORK ANO CONNECTION PLATlaS PAtNTED TO MATCH BUILDING ROOF COLOR. B ELEVATION CONCRETE FOOTING ---1----L...J INFORMATIONAL SIGNS NOTE: SIGN LOCATION AND DETAIL TO BE APPROVED BY THE PROJECT PLANNER. "' "' ELEVATION NOTTO SCALE b ' sf -COMPACTED SUBGRA0E SECTION NOTTO SCALE DELORENZO INCORPORATED PI a n n Ing Llndso.pe Archl[(:Cturc ;775 JL1n(O(I:. ~HHI 'iuuc !50 j_rn D1q,:(>. C.\ :I:! I l ll 61~,LIS,5115 f~,,,, 61~-.!.,1:'.l.35.J D,,c ______ ,:;:., ~."f±.__ Job No. 92-061 •02 Dr:a.wn e,,, BM ?ro1. Mngr.: BM MS z <1'. _J 0.. w w (/) U) w a: <1'. > I-.,.. ('.) w :c D 3'-0" GALV. CHAINLINK GATE WITH 1 5/8" FRAME, 3/8" TRUSS ROD AND TURNBUCKLES --~ 1 5/8" GALV. TOP RAIL-----.._ 3/8" GALV. TRUSS ROD AND TURNBUCKLES 2 7/8" DIA. GALV. END, CORNER AND GATE POSTS -- CONCRETE FOOTINGS PER SOILS REPORT #9 GAGE GALVANIZED FABRIC 1 7/8" DIA. GALV. LINE _...,. POSTS (TYP.) ii 11 4 NOTES: POSTS SHALL NOT EXCEED DISTANCE OF 10' O.C. SLOPE TO DRAIN. DEPTH AND DIA. VARIES DEPENDING UPON TYPE OF POST. COMPACT SUBGRADE PRIOR TO FOOTING INSTALLATION. GATES TO BE SUPPLIED WITH LOCKING TYPE HARDWARE. M I CHAINLINK FENCE/ GATE SECTION NOTTO SCALE CAST ALUMINUM BOLL.ARD LIGHT WITH INTERNAL BALL.AST ANO TIE RODS: LIGHTOLIER PORTSMOUTH, BRONZE 6912, 120V, 75W, A19, OR EQUAL l FINISH GRADE COMPACTED SUBGRADE I ' ' '---ANCHOR BOLTS BY MANUFACTURER ELECTRICAL CONDUIT \ FOOTING DEPTH AND WIDTH PER MANUFACTURER'S RECOMMENDATIONS BOLLARD LIGHT DETAIL APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING AREAS. fl TLE !NSPE;CTOR SECTION NOTTO SCALE "AS-BUil T" DATE DATE 1 --7----t-----------------+---+------l---~-_J ~ CfIYPL£~c £~BAD ~ ~~============~::==~ CONSTRUCTION NOTES/ DETAILS FOR: LNGIN[ER Of' WORN. HUBBS -SEA WORLD RE EARCH INSTITUTE MIN. 1/2" DEEP WEAKENED PLANE JOINT 1/2" MAX. RADIUS TROWELED EDGES +---------------1/2" PREMOLDED EXPANSION JOINT NOTES: CONCRETE SIDEWALK -NATURAL COLOR W/ SALT FINISH 1/4" DEEP SCORE LINES 1. SCORE LINES SPACED AT 5' O.C. MAX. OR AS SHOWN ON PLAN 2. EXPANSION JOINTS SPACED AT 15' O.C. OR AS SHOWN ON PLAN 3. WALK WIDTH VARIES· SEE PLAN 4. ALL WALKS TO HAVE A MIN. 1%CROSS PITCH CONCRETE PAVING SECTION l 1 NOTTO SCALE DECOMPOSED GRANITE. ROLL AND COMPACT AS SPECIFIED. USE KRC STABILIZED D.G. OR EQUAL. VARIES SEE PLAN L l WOOD HEADER@ COMPACT SUBGRADE PER SOILS REPORT B DECOMPOSED GRANITE SECTION PAVING 1 /'•'; ® @ ~iy ;'.' "F'lJJaa.J,acl)J , ---,1111~1111 111111:e 1 ==. 111-=:: II ;:__=;=: .. JI 111--']m ~::::~{Fri --- "' liiilii .;,_-------( 4 I; . ) IE--{ 5 llill lllllflil ; 0 ffi © ® NOTTO SCALE 2 X 4 REDWOOD HEADER (CONSTR. GRADE) USE (2) 1 X 4 REDWOOD HEADER FOR CURVED EDGES -SEE PLAN FINISH GRADE 1" FOR LAWN AREAS FINISH GRADE 2" FOR GROUNDCOVER AREAS (2) 8d GALV. NAILS PER STAKE 1 X 2 X 12 REDWOOD STAKE AT 8' O.C MIN. WITH cc' O.C. @ CURVED AREAS REDWOOD HEADER SECTION not to scale I E ASPHALT PAVING PER GRADING PLANS 6" x 8" x 6'·0" RAILROAD TIES LAID FLAT. DRILL FOR 3/8" DIA. REBAR STAKES 12: FROM EACH EDGE \ \ 9'-0" +/- ----WOOD HEADER PER GRADING PLANS COMPACTED SUBGRADE PER GRADING PLANS RAILROAD TIE STEP COMPACTEDSUBGRADE PER SOILS REPORT TWO 3/8" DIA. x 2'-0" LONG REBAR STAKES. DRIVE 1/2" BELOW TOP OF TIE. (TYPICAL FOR EVERY TIE) SECTION NOTTO SCALE BOULDER (TYP.) COLOR AND TYPE TO BE SELECTED BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE SITE. .-----POUR CONCRETE AGAINST EDGE OF BOULDER ~-FINISH SURFACE OF PAVING #3 REBAR AT 18" O.C. (MIN. 2 PER BOULDER) . . . ' -. . . . -' -. -. -' ' ' . . . . . . ' ' . . . . . ' ' . . . . . . ' . -. . . -. . . . . : ~""!"""'!"f"'!~~-"'!--~~ ~~~·-:--·;"l";"f:·:.•,·.-.·:.·::.·.·::::::.·: ····· •.•,•--,-, .. -.. , .,., ... ,'' •'•' ······-·-······ 2' -O' MIN. ~----4" THICK CONCRETE BASE BOULDER AT PAVING EDGE SECTION NOTTO SCALE DELORENZO INCORPORATED lI1i;tiH~1 ;. CONCRETE FOOTING +----1 1/2" DIA. TUBULAR STEEL POSTS 12" ~~ 1 1/2" DIA TUBULAR STEEL HANDRAIL I I L--_.,·-, I ! __ --, ! , I ·1 c- R=3" 12" PLUS LENGTH OFON TREAD 0.: >-I--. N ~ t ~ Cl. >-I--. 0 -' N CONCR:::::::: P-A-V-IN_G___.-----+l-_______ _,/;_ ~ . ro -· - COLOR TO MATCH BUILDING ROOF COLOR STEP HANDRAIL BATTERED CONCRETE STEPS-NATURAL COLOR WITH SALT FINISH (4) 1/4" GROOVES @ 3/4" O.C. ON FACE OF STEPS (TYP.) ~--NOSE ALL EDGES PITCH TREADS 1/4" (TYP) #4 NOSEBAR • MIN. 2" CLEAR (TYP.) SECTION NOTTO SCALE DIMENSION PER SOILS REPORT ~--4" CONCRETE PAVING ----~--1/2" PREMOLDED EXPANSION JOINT COMPACT SUBGRADE PER SOILS REPORT #4 REBAR @ 24" O.C. BOTH WAYS-MIN. 3' CLEAR • OVERLAP 12" WITH WELDED WIRE MESH CONCRETE STEPS APPROVED FOR PIANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIE'M;:D 6Y: INSP:::CTOR SECTION NOTTO SCALE "AS-BUil T" OAT[ Pl a n n I ng Lands:c:;:ip~ Arch 1tccr u rt' ~ CITY OF CARLSBAD SHEETS ~i-------t-----------------+--+---+---+--~ L2~ ~---P-LA~N-NI_NG_OE_PA_R_T><_E_NT ___ ______, .___1_8___, 1'7'7"5 l[~r,(<H~ )r1u1 )1.1,rr l~() ~rn 01q;1,, C.\ 'J1 I Ill 6t:i,2:ts.s11s r' ... :,; '>l,,-l,,~-i,;s4 D.o, -----&_-.~·q+_ job No., 92-061-02 BM BM MS JATE INITIAL l:NCJN[ER OF WO!itK REVISiON DESCRIPTION DATE INITIAL DATE I INlrlAL Oll1ER APPROVAL ClTY APPROV"l CONSTRUCTION DETAILS FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE ... -' OM,1, BY; __ _ O-o<O SY: __ _ RY'MJ BY: PROJECT NO_ CUP 92-10 ORA'MNG NO. 336-7L A I I I I ' \ ' \ -., ' ' . ' -- I ' ;" "\ '- \ I I '. 2 \ -- ' " ' 25' ' <, ' ~-•, •' ~ ------ ., _,. " \ - 1 -· . '- - 6' PERIMETER CHAINLINK FENCE \J~ ~~ 'r-c, ~0¥-0~ y.~<J fjij " "tf. F ,:;,, , I I-/ I INFORMATIONAL SIGN BENCHMARK: ' )'? I ' .,, - DESCRIPTION: STANlARO DISC SET AT SOUTMWEST CORNER or CONC-BASE or £A.5T SIGfW_ or NORTH BOUNO RAIi.RON:> TIW:KS LOCATION: 0.6 Ill.ES NOR1H or RMt«:Wl CROSSlhG AT CNHlN RCWl 114 FEET SOUTH or ~ ~ COLN1Y PIMP STATlON e FEET £A.5T or C9fT£RUIIE or TJW:KS Al SWITCH SIGNAL STATION RECORD FROM: NORn1 COUNTY 'fERTICAL COlmlOl D,1.TA IKlOK, PIIGC 136 NO. OC 0152 ELEVATION: 30.1149 fltS.L C-·3• CHAINLINK GATE I I ' /<;; _/ - ,-:1 ,o ·k) -;:,. '~-' - .. I \\ :l . . • • • : • . • . j • a • : • • • \ ' \. J ' 'V / .. q_ V \ ------------- ----- AUTOMATIC ENTRY GATE GATE CONTROL APPARATUS ATTACH TO EXISITING CHAINLINK FENCE ,_ \ ,---c.----~~--::-i_·~------CRIB WALL PER GRADING PLANS 1. _,,, -· -, --- ....... --...,_ __ ---""' .... EXISTING CHAINLINK FENCE/ REPAIR OR REPLACE FABRIC WHERE NECESSARY ' ~-,,,. ,"" ./<A. ,,., -~~ . _, / ATTACH TO EXISTING CHAINLINK FENCE /___ LOCATION TO BE APPROVED BY PROJECT PLANNER (TYP.) .. , .. --~ ,. ...... : • • : • • • : . . : • . • : • • • • : . • -• • • • • --. • • \...., .. Ui'" I I J 0 1 0 2 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PIANTING ARFAS. 50 ' ' lllL( R£\/1£'N(0 BY· INSPECTOR r- DELORENZO INCORPORATED Planning Lands cap~ Architectlirc- p-;-5 H.>n(i>d Srtt<!"t Sv,1t 150 S.,,-, D,.-g,), C ,\ 921 I 0 6!~-29.S-5115 1'.1;..;: bi~-297-:)..,>f-1 o .. c ____ <f>-\'!,,,> -<f 4_ -- /ob No 92-061-02 ---- S□lc: 111 = 20 1-Q 11 Dr.iw11By: BM Proi. Mngr.: BM R,.:-.-ic:w,::d By: MS "AS-BUILT" DATE 1---~-+-----~~~t---i---------t--~---i rn:J rn '--------------- CTIY OF CARLSBAD PLANNING DEPARlMEN1 DATE INITIAL OA TE INITIAL DATE INITIAL ENGINEER OF WORX REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CONSTRUCTION PLAN FOR: HUBBS -SEA WORLD RESEARCH INSTITUTE DWN. BY: __ _ CHKO BY: __ _ RW<tl BY: CUP 92-10 , \ \ r .:::---· • --L I I ! ' BOLLARD LIGHT (TYPICAL\ BENCHMARK: DESCRIPTION LOCATION RECORD FROM ELEVATION: STANDARD DISC SET AT SOUTHW£ST CORNER OF CONC. BASE Of EAST SIGNAi. Of NORTH BOUND RAIi.RON) TRACl(S 0.6 MILES NORTH OF RAIi.RON) CROSSING AT CANNON ROAD 84 FEIT SOUTH OF AGUA HEDIONOA COUNTY PUMP STATION 6 FEET EAST OF C£NTERUNE OF TRACKS AT SWITCH SIGNAi. STATION NORTH COUNTY 'V[RTICAL CONTROL DATA BOOK. P/!Gf. 136 NO. OC 0152 JO 849 11.S.L . ' . ................. I - I I I \ \ \ I ! \ ! \ .. , ,I) ·,, ''" \ .,.. • .J-•". ' . -~~~ •. -·· . 0?3f5 ' ' \.,4 v==--.} \ ' ' ' i I I ! i I l \ ' . \ \ 7 '\ '" - "· ,,.--· '.► .., ;6···--'_·1 . I C 8' RACEWAY ENCLOSURE FENCE (CHAINLINK) RAILROAD TIE STEPS DOUBLE CHAIN LINK GATE (3' EACH) - EXPANSION JOINT (TYPICAL) r--RETAINING WALL/ REFER TO ARCHITECTURAL PLANS -+ + -1- --DECORATIVE BOULDERS A. 3'6" DIA. B. 2'6" DIA. 3' CHAINLINK GATE ,· ,/,:.,;, 18 ':_"f :j ::;,_9 ,. '5 1-:-. ' ~ ~ I I = : • • • = • : "' • . • • • • • • = • • • • • • • • • • • • • • • • • • • . • : . • . . • • . . • . • • • . . • • • ~ 0 10 - I r DOUBLE CHAINLINK VEHICULAR ACCESS GATE W/ LOCKING CENTER PIN 6' PERIMETER CHAINLINK FENCE 20 50 II TL£ REVIEWED BY CONSTRUCTION PLAN FOR: DELORENZO INCORPORATED PI a n n i ng Lan c.ls <;:3 pe ArchHecrure ]775 f-l..1nc.,ck Street Suite 150 S.,n Die-fi'-', CA 92110 619•2<:l'i,) 11 'S" f;,1X· 61':l,297,1.354 Job N,;, 92-061-02 1" ;:::: 20 '-011 Dr.iwn 8y: BM BM -----~-"·•··--- R.,-.-iew.,J By: MS i-------t---+-------------··,---~--1----+----+----........ --l HUBBS -SEA WORLD RESEAR9ij JNSTITUTE £NGINEER OF WORK .CUP 92-10 336-7L