HomeMy WebLinkAboutDWG 353-6D; ; AVIARA OAKS MIDDLE SCHOOL CIVIL NOTES; 01, ,
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., . . ', • .. GENERAL NOTES " • . •• • .. • /, .lll.L GffAD ING AN£¥ l)Rt1ir1(A G£ IMPROVEMENTS ' SHALL. Eit -L£1£1)' 'IN lliCC®JANCE WITH THE MOST RECENT ED ITIONS OF THF: STANDARD $PEC IFICATIONS FOR PUBL IC MOffl(S CONSTRUCTION WI TH SUPPLl:ME:NTS f A.P. W.A. SPEC IFICATIONS} AND THE,, 'SAN /HEXIO AREA REG IONAL STANDARD DfflfNINGS, AND THE: UPDATED GE:OTECHII/ICAL • • REPORT DATED MARCH 21, 1996 TOGETHER WITH $VPLE'M£NTA RY GEOTf:CHNICAL . STUD IES DATED JANUARY ll, 1997 ALL BY \\QODWARD-CLYDE SOILS ENG INEER , PROJECT NO , 965 1 r t2W-ASOI.• . ' ' ;r , AU .. GIMD IN& SflAt.t. BE ()ONE UNDER mt ()8StffVATfON OF A OVAL IFIED SO it.$ENG /NEE':!�. ' • ',, ' . "' -cur AND nu) $/.MS SHIU.I. ·Bt -m1r.M11 To fHf: ';'·1N1SH GRAI$ ro PROwci As,mom AND UNIFORM SUl?F'ACE' OF CROSS-SECTION. f:fNISH st.OPES AHAL L BE' t.£FT IN A NEAT AND OROfRL Y COH!}ITION. At.L STONES , !?OOTS OR OTf/fR WASTE MATER IAL SHALL BE PROPERL Y DISPOSED OFF-S ITE. , 4. COMPACTlON TES TS SHAU BE SUPPL IED FOR TRENCHES . ' ·, s. Au. OPERtfT'IO'Ns CONlJIJCiEt> ON THE sire CR ADJACENT . THi:Rtro ; 1111CuJ01Nu .WARMING UP, REPAIR, ARR'IVAL , DEPARTURE , OR OPERAT ION . OF TRUCKS,
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, EARTHIKJVING fOU IPMENT, CONSTRUCTl<JN EQU l/>MENT AND ANY OT'HtR ASSOCIATED , GRAD ING EOIJIPMENT SHALi. BE LIMITED TO THE: PE:IUOD BET'l£EN. 7:00 A.M. ANO , ,, ..... SUNSET EACH PAY, MONDA'( TI-/RfJ f'R IDAY AND NO EARTHMOV ING OR GRAt!ING OPE:RA TIONS SI/ALL BE CONDUCTED ON W£1tl<tND$ OR HOL IDAYS. IA LIST OF CITY HOL IDAYS IS AVAILABL E AT THE E:t1 G INEERING DEPARTMENT COlJNTE:R. I 't,, ALL 0/:t:'-SITE HA IIL .ROIJT£S SHALL BE SUBMITTED BY THE CON TFtACTOR . 'n,, THE •CITY E'NGINEfR FOR APPROVAL 1WO FULl \IOR!f /NG DAYS PR/OR TO 8EG TNNING OFll'ORK. THE' CONTRACTOR SHALL BE RESPONS IBLE FOR ANY DEBRIS OR DAMAGE OCCURRIN6 AL ONG THE HAUL F10V1E OR AllJACENi' STREETS AS A RE:SUL T OF THE GRAD ING OPERATION.. ' z: NO BLASTING SHALL BE , C.OJM!NCED -Wl'THO!JT A CIT'(, ENG IHttff APPRO VED , BLAST t NG PROGRAM. ' . .. B .. THE ·EX IS'TENCE AND t.OCAt/ON OF' UTIL1TY STIWCWRES 'A1il> FAC ILITIE'S SHOtffi ' ON THE: CONSTRUCT/ON PLANS �E O!TA tN£D SY A SEARCH I)(: THE AVA Ii.ABLERECORDS. ATTENT ION IS CALLtll TO TH! POSS IBLE EX ISTENCE' OF OTHER UTIL ITY FAC IL I TIES 017 STRUCTURES NOT SHOVtfl OR IN .A LOCATION DIFFERENT FROM THA T SHOWN ON THC PLANS , THE COHTffACTGR IS R(Ql/lRED TO TAKE: OIJE Pl?ECAUT /ONARY MEASURES TO PIWTECT THE UT IL/TfES SHOWN ON TH£ PL ANS AND ANY OTHER £X t$TlNG FAC/l. /TIES OR STRUCTURES NOT SJ-IO't'AI. 9.THE: CONTftACTOR SHAt.L VERIP"Y 1H£ LOCA rtON Of.' ALL ,EXISTING FAC ILITIES (ABOVt::GROt/ND AND IJNOERG�l WI THIN TH£ PROJEC7 $1TE $!1FFICIEN1'L Y'AHEAD OF THE CONSTRUCTION TO P!IIMIT THE REV ISIONS Of' TH£ CONSTRUCTION ,PLANS IF IT IS FOIJNO THA T THE ACTUAL LOCATIONS AM IN CONF'L I CT WI THTHE PROP(}SED 'NORK ,• TO. l'HE'. CONTRACT(fR SHAU. Nt>T IF"I'. M"FECT!I) IJTJL"rTY CtJIIIPAN iES , tsl'E BELIM'J AT ' . , LEAST 1M> Fl.ll.L WORk1NG DAYS PtUOI? 70 START ING Cl>NSTRIJCTfON ttt'A R THE fR •. ;,AC ILITIES AND SHALL COORDINATE: MORK WJTH A COMPANY l?EPfl'ESENTATIVE:.
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UN0£RGROONO StkVIC£ ALEfft SDGBE PAC IF1C BELi,. 'rJANlfl.S CABL'E'VISfOII " , , • .'. . CI TY OF CARJ.S&AU/ STREETS AtlD ST()fffjf l}fftl/N/ CI TY OF CARLSBAD (SEWER. WATE:R 4 RECLA tll£t> WATEJ?t
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'' '' .. , -l .. •, • �i· , . ' ' .. . , : ,·.i·."" 'WATER NOTE�:. ,: . ' : ) '· ·.:, ••.•... ' ' . ' ' ' 1. WA'Jl'fr MAIN A/t/0 :4PPI.IRTefitANCES• SHALL B£ CONsTRtJC'tED I/ii ACCOIWANCr' � -THE "CAR!.SSAD MUNICIPAL WA 1ER DJSTRtcrs (C.M.W.D.) PROCfl)URAL GUIDf: -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SP£CIFICA T10NS FDR CONSTIWCilON OF PUBLIC POTABLE WATER FACILITIES,• DATE:D OCTOBER 1993, OR THE LA 1tST REVIS/ON. ' 2. 1HE CONTRACTOR SHALL OB'rffi AN EXCAVATION PfkMIT FltOM Tl:!£' DI\IISlON , , • . ' • Of' INDUSTRIAL SAFFTY BEFORE ANY EXCAVATION AND SHALL PIWVIDE PROOF OF OSHA NOT/FTCA TION AND SHALL ADHERE TO Ail PROVISIONS Or 1HE S1A1t CONSTRUCTION SAFETY ORDERS. ., ' : • ':,. 8£FOR£ ANY CONNtC'TION OR SHtlT 'tfOWH 00F VALVES OH � C.M.W.lt· • • ··; • ' • � ', -
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LINES. A Pf:RM/T SHALL B£ OBTAINED F'ROM 1ffE: C.M.W.O. Of'FfC£ ANO MUST •' B£ SIGNED ANO APPROVED BY DIS'TRJCT ENGINE:ER AND DISTRICT SUPERINTENDENT. ·, • � ' ,' , -h ,�, . � � PRECONSTRUC'JlON CONFE:lf!NC! 'tKtnNG :SHAL-1. BE H£LI> A MINIWM·OF '7 :, ; ', ,",DAYS BEFORE CONS1RUCTION BE:GINS. TH£ CON1RACTOR SHALL NOTIF"t 1H£ . • C!TY OF CARLSBAD mGINURING INSPECTION 48 HOURS PRIOR 10 BEGINNING : , , . " OF CONS'TRUCTION, iE1£PHONE (619) 438-3891 FOR SCHEDULING. .' ' 5. NO 1R££5 OR STRUCTURES SHAU. B£ AU.OE rN THE WA T£R JJNE £'ASEAIE'tn; • ·, , 'AU EXISTING TREES AND STRUCnJRES SHALL BE REMO VED PRIOR 10COW,JENC£MEN1 OF WORK. ANY rxctP TIONS SHALL REQUIRE' WRITTEN • 'PERMISSION FROM THE DIS1RICT ENGINffR. "· ·'' • ·B; TH£ EXACT HORJZONfAI. AND Vl!R11CAI. ALIGNM!NT AND TYi'£ CF MiTrRiAI.S of 'THE F'IRE UNI: LOCA 'lro 8£1Vt££N 11i£ D£1tCTOR CHECK VAi.ii£' AND IWl!.DING SHALL B£ D£1tRMINED BY 1HE CITY OF CARLSBAD FIRE MARSHAL ' 7. AU RECLAIMED WAT£R MAINS AHO APPIJRTfNANCEs SHALL at CONSTlff.lc'1ro INACCORDANCE' IIHH THE "CARSLEIAD RECLAMATION RUt.E:S AHD REGULATIONS FOR , 1H£ CONSTRUCTION OF RECLAIMED WA 1tR MAINS -CARLSBAD MUMClPAI. WA 'lrR , DlS'IRICi, OCTOOr:R 1993 OR AS AM£NDED.
• ' ' ' 8. ALL 8URfED COPPEft PIPING' ANO APPU'R"IENA/'ICE.'S SH.41.J. BE PRO'ltC IED BY MEANS Of' CATHODIC PROTECTION. IF DEVELOPER/OWNER CONOOCTS A. SOILS TEST REPORT AND DEMONSTRATES THA T PROTEC'110N CAiv 8r PE:RF'ORMED INAN011-1£R MANNER, 1H£ DISTRICT ENGINEER WILL CONSIDER AN AL1ERNA11VE :FORM OF PROTEC110N.9.'£XACT LOCATIOH OF WATER SEltWCE' PO/HTS OF CONNEC1TON TO BE DE�·AT TIME OF CONSTRUCTFON. ' . ' 10: WATER PRESSUR£ R£oot.AWRS lllU BE RE'QUIRED. IHStALL A'OON IS PART OF' 'l'R£PRIVA1t WA'/ER Sl'S'T£1,f AND THE RE'SPONSIBIUTY OF' K OONTR�TOR. '
b'TOU DRAIN NOTES
t FINAi. LOCATIOH ,OF' WltJsCAPC PLAH1£R tATCH BASINS AW 'GllA1£ Q£\IA 7!0H$ TO B£ Dtrf'RiillNED BY LANt1SCAP£ ARCHrrECT. 2. FOR et::IJfflHQATION OF· ROOF DRAIHS, S£E: PLI.MJJtilG FUNS.l:'D'.AC'T LOCA110H OF' fiooi' ORA!H FOl1l1S OF' CONNECT/OH TO 8£DE1£RMIHE1) AT llM£ OF CONSTRVC110N. 4. PIP£ ffl)C.l1NG AND '1R£'HCH BACKF'IU. F'Olt P. V.C. S10Rlf DRAIH $RAU. COMPLY Wl'Dl.' SAN DIEGO R£GIOl'(Af. STANDARD DRAIWNG MO. 1)-,60, AS MODIFIED HER£/N: PLACE J/4" MAX. AGGREGA'Tr THROUGHOUT TH£ EHTJRF: BEDDING ZONE FROW 4" MIN. BELOW PIP£ TO 12" MIN. ABOVE PIP£. .• . 5. LANDSCAPE: CATCJ:l BASINS SHALL B£ ADS 12" DRAIN BASfl .. ·2811AG ORAPPROW EQUAL v.1'TH HINGF:D CA ST IRON GRAT£ DRAIN PffS SHAU. 8E 4• P. V.C. (SDR-35) AT 1% MINIMUM GRAD£. T.G., INVERT UEVATIONS AND • ' PRECISE: Fl£1.D LOCATrON SHALL BE DITERA/!NED AT TH£ 11il£ OF INSTALJ.A'IJOH BY THE: LANDSCAPE ARCHITECT.
• • SPECIAL NOTES
t THE Fm£ PROtrc'110N SPRIHKLER COHTR,ACmR SHliLI. \.!RIFY 1H£ SIZE OF FIR£ SER\lfCE LA1'£RAL5 AND APPURTENANCES 10 £NS/JR£ ADEQUATE F7R£ Fl.OW TO PROPOSED BUILDING SPRINKLER SYSTEMS. •2. WHEN SEU. WATER, OR � DkAll!I CONDUITS ARE 10 BE ABANDONED AND AR£ f'OU ND TO tNTERFE:RE Wl1H CONSTRUCTION, TH£ INTERFERING PORTION SHALL BE REMOVE]}
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AND 'TH£ REMAINING OPEN PORTJON SECUREL Y SEALED. l\}IERE THE GREA 1ER IN1£ffVAL DMNSION OF TH£ COl'(DLJIT IS 4 f'EET OR LESS, TH£ SEAL SHALL CONS1$7 OF A WALL OF CONCRE.'1£ NOT LESS THAN 6 INCHES THICK, OR AN 8 INCff WA LL OF' 8RfCK ANT) MORTAR. MN CATCH BASINS ARE: TO 8f ABANDONED. 11-IE: UPPER PORTION SHAU. BE REMOV£0 10 A DE'.PTH OF AT LEAST ON£ FOO T saow F/NfSHED GRAD£. THE BOTTOM OF SAID STRUCTURE'S SHALL 8£ PERF'ORA 7tD OR BROKEN TO PREVrHT TH£ ENTRAPMENT OF WA 'IEJ(. VO/OS R£SUL TING FROM ABANDONED OR REMOVED S1RUCTURES SHALL B£ F'ILL£f) Vll'TH SUITAiJU' MA TERIAL COMPAC1tD 10 A RELATIVE: COMPACTION OF go,:.J. TOPOGRAPHY SH01W H!R£IN WA S C0MPUm USING AERtAL PHOT00ttAAfM£Tll/C M£1HODS BY ZENITJ-f AERIAi. IHC. BASED ON PHOTOGRAPHY OA 1tD 6-1B-95
mmNG um.tTY NOTI THIS fS A � M1T£ TO ,H COHTRACJ'OR � E:XIS'l'ING UNDERGROIJHO IJ111JT1t$. A DIUGE'NT EF'l"ORT WAS MAD£ 10 Pl.OT ALL KNOWN EXISTING UlJLIT/£SFROM AVAIi.ABLE Rf:CORD S. IT SHOUI.D 8£ UHDERSTOOO THAT 1HE: PROJ£CT CONS1RUCTION AREA IS WITHIN AN £DUCA TTONAL FACILJTY s,rr. FVR1HER, IT SHOULD Bf' KNOWN 1HA T MOST UTJLITJES ARE NOT OWNED BY PUBLIC Uill.lTY COIIPANl£S ANO THEREFORE: THE UTJUTJES WE:RE: NOT MARKEO BY PROfESSIONAL LOCA TORS. 1T IS EXPECTfO THAT DURING THE CONSTRUCnoN or /t,1/PROvEMEN'IS,C£RT AIN UNKNOWN EXIS71NG Ui1LJ11ES MAY BE IN CONFLICT WITH Sl'tE IMPRO\'£M£ITTS. Al.SO THERE AR£ SOME K� (XISTING U11LJ11£S '/MERii: THE t:.OCA 110N 1$ UNCERTAIN SHOULD A CONFLICT ARISE, rT IS Of' PARAMOUNT IMPORTANCE THAT THE COHTRAC10R REALIZE THAT THE REPAIR, RELOCA110N, AND/OR DISPOSAL OF THE UTJUTJ£S IWl.t Bf DON£ UNDER MORK 17£M NO. 24. AS SET FORTH IN I\ORK TO B£ 00N£. /1£:M NO. 24 IS IDENTIFlffi AS •R£PAI!?, RE:J.OCA TION AND /OR DISPOSAL Of' CONF1.IC11NG MISC. EXISTING U11LJTJ£S". 1HIS MUST BEBID AS A LUMP $1.N ITEM. CHANGE: ORDeRS MU NOT 8£ CONSIDERED FOR M)RK DESCRIBED IN nn, NO, 24. IT IS RECOW.IE:NDED AND £NCOURAGED THAT THE CONTRAC10R REYIE:W ALL AVAILABLE EXISTING U11U1Y Pl.ANS IN ADDITION 10 THESE IMPROV£MtNT PLANS PRIOR TO BIDDING THE PROJEC T.
BENCH MARK OC 01 79
Sf/Z Wl/2, Nf/2.. Sl/2, OF NWl/4 k N1/2S1/2, SW1/4, OF HWl/4 AU. IN SEC 28 T.12$., R.4W., S.8.B.& M. IN THE: Cl1Y OF CARl.SBAD, COUNTY OF' SAN D/£00 STA1t OF CALIF'ORNIA.
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D/SK SET IN WEST £ND OF SOVTH HEADWALL OF 24" R. C.P.,0.4 MILES !AST OF IHTrRSEOTION Of' LA COSTAA\.£Nt.1£ AND SAXONY ROAD.,E:1.£11. 13.87 PAW M.S;L
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' A.11-IE STA NftARO 5Pf:CIF/CA1!0N$ F'Oli Pl.18UC \10RK5 CONSTRUCTION . ($.S.P, WC.), LA TEST APPROVED £DITION. , • B. THE: REGIOHAJ. SUPPLEMENT AMtNDMEmS 10 M STANDARD SPE:ClrlCA.TIONS . F'OR PUBLIC �KS CONSTRUCTION. ' , : • C. 1H£ SAN DIEGO REGIONAL , STANDARD bRAW!NGS (S.D.R.S.D.), AND MF'OLL OWING SPFC!AL PROIA$/ONS:, ,· 2. • ·PIPE: Srol:HNG CONDITIONS S1-tAU. 8£ � S.t:I.R.S..O. 'NO, $-4; 1'YP£ 'C� .3.
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AFitR COMPI£TioN. OF PIPf:.LA'tfNG;. ALL.MAIN UNE S'rwE:RS. SER \l!Cf l.AttRALS AND STRUCll/RES SHAU, BE iEs rrn IN THE PRESENCE Of' THE JNSPf:CTOR. AIR •PRf:SSURf TES T. PE:R S.S.P. w.c. SE'.CTJON 306-1.4.4, AND MANDREL ttsr, pg{ StCT/ON 300-1.2.12 SHALL B£ USED UNLESS 011-IERWI.SE DIRECTED BY 1HE lNSPf:CTOR. FINA!. ACCEPTANCf. OF SEWER LINES WILL .Bf SIJBJECT TO INTERNAL . 1£1£\l!SION INSPECTION. • •.
�, • 1HE CONSTRUcml)H or P'..C. C. S'fWE'tt MANl'/Oi.£ SF/Al.t 8£ PEit s.crR.S'J). NO. ·s-17POURrD IN Pt.ACE' MANHOI.E:s SHALL ·8£ A MClNOUiHIC POUR f'IN1SHED COMPl.£1t ATTIM£ OF POUR.,: '.., ,. H COHSTRUCTIOW Of' � 'LA'ltRAI.S SHAU., BE P£R S..0.R.S.D-NO. S-13, .k
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' S-14 AT 2% SLOPE UNLESS 01/./E'RWISE: NOTfO.8.THE CONS1RUCTION (fF' CUT-oFF' WALLS SHALL B£ PER S;!tR.S.D. Ntl. S-70, TYPE 'A ' ON ALL SE'.GMENTS HAVIHC A Sf.OP£ OF 25% OR GRfA TER. CONSTl1!UCOON Of' CONCR£1t ANCffOR WAU.S SHALL 8£ P£R S-9.7. ALL MAfNS AND LA'!ERALS SHALL 8f CONSTIWOTED' ltfTH 48 INCH MINIMUMCOVER, PRO\IIOCV TI-IAT THE INVE'.RT OF THE LAJERAL AT 'l}!E PROPfRTY /.1/i/f ISA80\/f 1H£ SOFFIT UN£ Of' THE SE"M:R MAJN. .B. THE CON1J?ACTOR SMALL AND HEREBY DOES GVARAN'Ttt AU l'tURK tO R A PERIOl), OF t YFAR AF'TER 1H£ DA TE OF ACCEPTANCE: OF THE WORK BY TH£ OIW4£R AND SHALL ' ·REPAIR OR REPLACE ANY OR ALL SUCH IIIORK, TOOE:"IHER WITH ANY OTHER WORK 1'11-UCH MAY Bf DISPLACED IN SO DOING, THAT MAY PROVE DITTCTI\'£ INWORKMANSHIP AND/OR I.IA1£R/ALS WITHIN 1Hf: 1 'r!AR PERIOD NlOM DA1f OF ACCEPTANCE IW1HOUT EXPENSE \\UATSOE'VER TO THI: OHR, ORDINARY �AR AND 1£AR, UNUSUAL ABUS/: OR NEGL:ECT EXCEPTED., 9. TH£ CONTRACTOR ,SHALL ruRHISH AND INSiAU., P£R sPECIFICAWHS, THE' APPROPRfA'IE BURIED Uill.11TY WA RNIN(J . AND IDE:N11f'/CATION TAPE ABOVE ,4JJ. S£WE:R LINES INctUDING SEl+ER LA 1'£RAlS.
.. 10. EXACT LOCAiTON OF st� LATERAL POINTS OF ct:WNfCilON 10 BEDE:TE'RWNED AT TIM£ OF CONSTRUCTION.
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. EROSION' CONTROL NOTES 1H GAS£ � '«IRK IS 'RE!!JUIRE:D, CONTACT MICHAEi. PILL.fNG (619) 897-84Ct.rol.lA£NT AND IIORKERS 'FOR £'MERG£HCY GK" SHAU. 8E WMIE AVAILABLE AT ALL TIMES DURING THE: RAINY SEASON. AU NE-CESSAR Y MATERIALS SHALL BE STOCKPILED ON Sl1£ At CON\f:NIENT LOCA'110NS TO FACJLJ1A1t RAPID CONSTRUCTJON OF 1tMPORARY DEVICE'S 'M-1£N RAIN IS eMl/'IDIT. J.DEVICES SHO WN ON PLAN$ SHALL NOT B£ MOVEO Oil MODIF1£D WITHOUTTHE APPROVAL OF TH£ STA'!£ INSPE:C10R.4. '1H£ CONTRACTOI? SHALL /NSTAU AOOITIOHA( EROSION COKl'li'OL OC\ifS£S10 �KING ORDER TO TH£ SATISFAC110N OF THE STATE INSPE:CmR AF'JER£ACH RUN-OFF PRODUCJNG RAINFALL 5.K CONTRACTOR SffALL msTAU. AOO/TrONAL EROSION CONTRQL i/£ASUR£$AS MAY BE REQUIRW BY 1i-1£ STAl'E INSPECTOR DUt TO UNCOM/>i.flED GRADINGOPERATJONS OR UNFORESEEN CIRCUMSTANCE$ WHICH MAY ARISE. 6. lHE CONTRACTOR SHALL BE RESPor.SIBLE AND SHALL TAK£ NECESSARYPRE:C AU110NS TO PRE\IENT PVBLIC 'TRESPASS 0N10 ARE:AS I/MERE IMPOUNDEDWA 1£:RS CREA 1£ A HAZARDOUS CONDITION.7, ALL EROSION CON1ROI. MEASURES PRO\fflED PER 11-1£ GR-ADING PLAN SHALL BE INCORPORATED H£R£0N. 8. GRADED AREAS AROUND 1HE PRO.ECT PERIME:1£RS MUST DRAIN AWAY/:"ROM THE F'AC£ OF SLOPE AT 1HF: CONCLUSION OF (ACH WORKING DAY.9, AU. R!MOVEABL£ PROTECT/\/£ DEVICES SHOWN SHALL BE IN PLACE: AT TH£: END OF EACH VCRKING DAY WHEN TH£ FIVE: (5) DAY RAIN PROBABILITY FORE'.CAST l:XCfEDS FORTY PERCEN T ( 40"). SU. T AND OTHE'R DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10.ALL GRA -.tL BAGS SHALL Bf BURLAP TYPE WITH 3/4 INCH MfNll,lt.JM •AGGREGA'!r.
APPROVED CHAi>JGES
Pl.ANS PREPARED FOR:
CARLS8AD UNI F1£D SCHOOL D1STRICT 801 ?IN£ A VENUE CARLSBAD, CA 9200B TEL . (819) 729-2271
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:woRK :to · BE:· DONE , .••.
! • ' , ,.._' ' , ' -" t r;· '" �• • ' • '', . : 1HE: IUPROI/EMENTS . CONSIST OF TH£' ro!.LOWING lroRK 10 fJ£' DON£' ACCOR.t!IN'$' TO THESE' PLANS, THE CURRENT EDl110NS TO THE STANDARD SP£CIACA'llONS rOR PUBLIC WORKS CONS1RUCTION (GRITN BOOK), 1HE REGIONAL SUPPLEMENT AMENDMENTS TO THE STANDARQ SPECIFICATIONS FOR PUBLIC WORKS CON$1RUC1TON; • 11-/f SAN DIEGO AREA REGIONAL STANDAffD DRAWINGS, AND Tl-/£ CARLSIJAIJ MUN1CPAL WATER DISTRICT RULES AND REGULATIONS FOR CONSTRUCTION Of" PUBLIC POTA8Lf. WATt'R MAINS, ISSUE:!) OCTOBER, 1993,
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1, CLf:A AfNG ,.& GRUOOJNG ·.w. Vf'(SUITA!tl: MATERIAL {Ir.CL REMOVAL & DISPOSAL) 2'A. EARTHWORK: CUT: 15,570 C.Y . f'ILL: 9,100 C. Y. , EXPORT; 6.. 460 C. )') •29, FIN£ GRADING 2C. REMEDIAL EARTNVtORK G-1J.s• P.C.C. CURB ., ' '4.s• P,C.C. CURB & � ,
. G-25.. MASONRY RETAINING WALL (INCt. WAL L r>RAINS It CONN.· 10 5.D.) 6. P.C.C. DRIVEWAY APRON G-14 :7, P.C C. CROSS-CUTTER ' ;': 8. 18" P. V.C. $TORM DRAIN (ASTM F-7ts9,' T-1)9, 12" P. V.C. STORM DRAIN (SOR-JS) 10.a• P. V.C. STORM DRAIN (SDR-.35} 11., TYPE: 'B' CURB INLET12. TYPE 'G-1' CATCH BASIN1.l . TYPE: 'G-2' CATCH BASIN14.ADJUST E:XISTJNG INLET 10 -GRADE 15.12• X 12" CATCH BASIN 16.20" X 20" CATCH BASIN17.18" X 18" X 8" PVC 1££ ,. 18.5• P. V C. ROOF ORAIN (SDR-35}19. SE"M:R MANHOLE , 20. 8" P. V.C. SEWER !.!NE (SOR-35) zr. s· P. v.c. SE'.WE:R LIN£ (SDR-JS) •• 22. 4" P. V.C. SE'.WER LINE (SDR-3$) 23. TYPE 'A. SEWER CL£ANOUT($12£ AS SHOWN ON PLANS)24. RE'PAlff, RELOCATION, AND/OR DfSPOSAL
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OF CONFLICTING MISC. EXISTING tJTltlTIES.. (SE:E 'f'XIS7lNG UTIUTY NOTE.'.). . . • .25. LANDSCAPE DRAINAGE SYSIDf (SEE' ARCH. DYK;S fOR' Ail. LOCATIONS) (SIT STORM CIRAIN NOTE NO. 5)
OIJANrrtY LUMP SUM , 15,510 c: Y.
•284;852 s.r.---:. , 't.298 LF. lml!J==d�t}� 1·�11,,rt1 135 s.Y:' 200 S.F.669 L.F. 364 LF. 15f6 t.r: · □'1EA. ' B �r t::_·. Q '1E:A. □8 £A.·0 · 21 EA , , ,,2 .EA t,-: • 1890 LF.0 'J f:A.,---• . 510 Lf. 340 Lf'. 1()8 J.,F.. 0 c.o. 14· £A .
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G.·WMP sw:"'""'"'' PR/VA 7t WATER $YS1E'M • 26. 2• WATER 5£RVICE CONN£C1t0N W4,. ltlo-.1 tA. 27.1" WA lER SER VICE: CONN£C110N W3, IY.lO-6 EA. 28. 1-1/2" P. V.C. WATE'R LJNE ($CHO, 4'0} 28.2• P. V. C. WA 1ER' LIN£ (SCHEI). 40)29. 3• P.V.C. WA1£R LINE (SCHW. 40) 30.PtV /FDC ASS'!. Y (INCL Al.L I-IARDWAR£) />U8l1C WA TtR S'!'S'l!M (M,RK TO BE DONE f'OR PIJBLJC WA Tf'R SYSTEM IS ALSO SHOWN ON SEPARA1t SHITTj 31.8" P. V.C. (CL. 150) WA 'JER LINE (A WWA: C-900} 32 8" M.J.,M.C. IIEl.OED S'lta 33. 8• GATE VAL -.t (BY WA TtR DIS"TRIC'?) WIS-34,, 1• MANUAL AIR RELEASE ASSEMBLY WS-35. 2" BLOW�OFF ASSEMBI.. Y W6"' 38.THRUST WALL W8* 37.1£E OR BENDINCLUDING THRUST BLOCKS WIS, Wl9f' 38. 6" F'IRE HYDRANT ASSEMB!. YINCLUDING THRUST BLOCKS Wl2-J9. 1" WA TER M£1£R WJ• 40. 1 -1 /2" WA TER METD? W4• 41. 2• WA1£R METER W:S-•INDICATES CARI..SBAD MUNICIPAL WA TER DfSTRJCT RULESAND REGUl.ATIONS FOR CONSTRUCTION OF PUBLIC POTAB!..£WA1£R MAINS, ISSUED OCTOBER, 1993.
DECLARATION OF RESPONSIBLE CHARGE
40 !..F'. 1080 LF, 408 LF. ®,1---1EA
. '580 1.r. 128 LF. 2 EA 1 £A. !EA4 EA9 EA 2 EA. 1 EA 6 EA 1 EA
I HEREBY DECLARE iMAi I AM THE: E'NGIN££R OF' WORK FOR THIS PROJE:CT, THAT I HAVE EX£RCIS£0 RE:SP'ONS/8L£ CHARGE OVER TH£ D£SIGN OF' TH£ PROJE:CT AS D£F'JN£D IN SEC'110N 6507 Of' 'THE BUSINESS AND PROFESSION$ COD£, AND THAT TH£ DESIGN IS SUBSTANTtALL Y CONSISTENT l'l!TH CUffREN T STANDARDS. I VND£RSTAN!> THE CHECK OF PROJfCT DRAWINGS AWD SPECIFICATIONS 13¥ THE STA TE: OF CALtf"ORNIA IS CONFJl'IED TO A R£VIEW ONLY AND DOES NOT RELIE:VE: ME, AS £NGINITR OF WORK, OF MY RESPONSIBIL TY FOR PROJECT DESIGN.
EXP. 12/3 1/97
R.B .• HILL & ASSOCIA TES, fNC.514 [AST VIS TA WA Y •VISTA, CA 92084-6014 TEL. (619) 941-2271 , •
LL] l CARISBAD ONm SCHOOt Dl$TRR,1 j � SITE IMPR0'-1::MtNTS. AVIARA -OAKS MIDDLE SCHOOL .•,, .CI VIL N TE S· cJ)(
R.8.b+ 008 NO,15-95.4
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