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DWG 457-9E; PD 08-06; CARLSBAD HIGH SCHOOL MODERNIZATION; 01-33
• - D C B ----'-~- DRAWING I\IUM8ER SAFC0 PAOOUCra • NEW J-O=II!, MINNEEOTA -----~tl'r~'i'.f.~~-·=· ~~~~----'--.:::.'-----'-, -·-·-----,,;: /I', .le ,r ·.·flt ,ft ,_,,1 , ... <I-.--·· --,. , ,. f _______ ,._ I 5 GRADING NOTES (IN ADDrnON TO THE: REQUIRE:ME:NTS OF CHAPTE:R "· 1/J OF THE: i:ARLSBAO MUNICIPAL CODE:.) I. 1HIS Pl.AN SUPERSEDE:S ALL OTHER Pl.ANS PRE:',!OUS/.Y APPRO\!Eb BY THE CITY OF CARt.SSAO RE:GAROING GRADING SHOWN ON THIS SET OF PLANS. 2, APPROVAL OF THIS Pl.AN OOES NOT LESSE:N OR WAM ANY POR110N OF 1H£ CARLSBAD MUNICIPAL COOE', Rrsot.UnON OF CONOlnONAL APPROVAL. CITY ST,'Jll()AROS OR OTHER ADOlnONAL DOCUMENTS LJS1£0 HEJIE:ON AS THE:Y MAY PERTAIN TO 1HIS P~CT. 1HE £NG/NEER IN RE:SPONS/81.E CHARGE: SHALL R£',1S£ !HES£ Pl.ANS 'MIEN NON-CONFORMANCE: IS DISCO\IEREO. J. CITY APPROVAL OF Pl.ANS OOES NOT RE:UE:VE: THE OE\IEI.OPE:R OR £NGINEER-OF'- IIORK FROM RESPONS/8/LJTY FOR THE CORRECnON OF f.RRORS ANO OMISSIONS OISCO\iEREO OUR/NG CONSTRUCnON, ALL Pl.AN REVISIONS SHALL BE: PROMPTLY SUBMITTED TO 111£ CITY £NG/N£ER FOR APPROVAL . 4. A RIGHT-OF-WAY PERMIT fROM THE: CITY £NG/NEER I\ILL BE: REQ/JIREO FOR ANY WORK IN me PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T£ OF /NSURANCC AS MEl.L AS AOOlnONAL INSURED £NOORS£M£NT MUST BE: F7UO NA!tfJNG mr CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PEJIMITTUS POUCY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCC/JflRANC£ OF UAIJI.UTY. THE'. ~ c~ ~nN~ lff: ·. POUC'f ~ HAVU RAllNG Of A-• ~]£ ATECY~ v OR BE AS ESTABUMQ BY 'BESTS KEY RA UNG GU/0£ 5. UNLESS EXE:MPTE:O 8Y S£CnON J01.(b)5 OF THE . UNIFORM BUILDING COOE', RETAINING WALLS OUTSIDE OF PUBilc RIGHT OF WAY REQUIRE SEPARA T£ PERMITS FROM THE BU/LO/NG DEPARTMENT. 6, NO WORK SHALL BE COMM£NC£0 UNnL ALL PERMITS HAVE' 8WI OBTAINED FROM THE CITY ANO OTHER APPROPRIAT£ AGENCIES. . 7. APPROVAL OF !HES£ PLANS 8Y THE CITY £NG/NEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNnL mr PROPERTY 0111'/E:R'S PERMISSION HAS 8E:EN 08TAJNE:O ,'JI/() A VAUO GRADING PERMIT HAS 8££11 ISSUE:D, S. NO REVISIONS I\ILL BE: MADE TO THESE Pl.ANS llln-lOUT THE Y,RJTTE:N APPROVAL OF THE CITY £NG/NEER, NOTE:O 111111/N THE: RE:',!SION BLOCX. ON THE: APPROPR/A 1E SHEET OF n-lE Pl.ANS ANO THE nTLE SHE:ET. 9. ORIGINAL ORA I\INGS SHALL BECOME: THE PROPERTY OF THE: CITY UPON BEING SIGNE:O BY THE CITY £NG/NEER. to. THE ORIGINAL ORA~ SHALL BE: RE:',!S[O TO RUI.ECT AS-BUILT CONDITIONS BY 111£ £NG/NEER-OF-WORK PRKIR TO FINAL ACCEPTANCE: OF 71-le WORK BY 1HC CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY Vf:HICI.ES SHALL BE MAINTAINED TO 1HE: PROJECT SITE AT ALL nMES OUR/NG CONS1RUCnON. . 12. VA/ERE: TRE:NCHES ARE: 'lrlTHIN CITY £ASCM£NTS, A SO/LS REP98T COMPRISED OF: (A} SUMMARY SHEET, (13) LABORATORY WORK SHEETS ANO (CJ COMPACnON CUR~ SHALL BE: SUBMITTED BY A PROFESSIONAL £NGINE:ER OF THE STAT£ OF' CALJFORNJA, PR/NC/PALLY 00/NG BUSINESS IN THE F7ELO OF ),ppLJE:O SOILS MECHANICS. THE: SOILS RE:PORT I\ILL BE: SUBMIT7£0 TO THE: Cll'Y £NG/NE:ERING INSPECTOR IIITHIN 1WO WORKING OA )S OF mr COMPLE:nON OF FIEJ.0 T£STS. IJ. A SOILS COMPACnON REPORT ANO COMPUANCE: . \/ER/FICA TION REGARDING AOHERENCC TO RECOMM£NOAl10NS OUTLINE:O IN THE SOILS R£PORt IS REQUIRED PRIOfr 10 THE ISSUANC£ OF' A BUILOING PERMIT. ALL CONTROLLE:0 GRADING SHALL 8£ DONE: UNDER me OIRE:CnON OF A PROFESSIONAL £NGINEIR OF THE: $TATE: OF CAUFORNIA PRINCIPALLY 00/NG BUS/N£SS IN THE F7£1,0 OF APPLIE:O SOILS MECHANICS. AU F7LL OR FUTURE: F7LL AREAS SHALL BE: cqNSTRUCTEO IN ACCORDANC£ 111111 THE CITY OF CARLSBAD STANOARO SPE:CIF7CAnONS ANO THE • EARTHWORK SP£CIFICAnONS • ATTACHED TO THE PREUM/NARY SOILS INVESnGA 1/0N, OA/L Y F7El.0 COMPAC110N REPORTS IIILL BE SU81,/ITTE:O TO THE PROJE:CT INSPECTOR. . l4. ~::wrwcm ~~ftU.a6W7·1l'f if efikfsm%v&f R£ s FOR CONSTRUC /NSP£ nON SUP VIS/ON 1£SnN ANO LL om s ManNG Y CALLIN THE INSPECnON UNE AT {7~0) 4J8-J891 AT LEAST F7VE'{5) WORKING DA)S PRIOR TO STARnNG CONSTRUCnO/f. tlfE CONIRACTOR I\ILL THEN fit CONTACTED BY 111£ PROJE:CT INSPECTOR TO COOROINAT£ A OAT£ ANO nME FOR THE: -PRECONSIRUCTION MEE11NG. APPROVf.0 ORA I\INGS MUST st AVAlf.ABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIOEO BY mr PROJECT INSP£CTOR AT me MEE11NG. . 15. S /NSP£CnONS ll!LL Br MAO A N QU 111st REQUESTS . MAO£ AFltR 2: 00 P,M. I\ILL BE SCHEOUL£0 FOR TWO FULL WORK OA )S LATER. .. , .. - DRAWING NUM8ER $AfW PFQ)UCTS • NEW' HCff...MINNESJ.m. -._,,,;-_ . .il!lr,/J;i ,,_,_,.,,-·:,1 ,·, -~ · ',i If ''.JI.I '."i '·,1' l~ ,,. ~, 4 29, m,: 0111'/ER/APPUCANT SHALL INSURE THAT ALL CON1RAC10RS SHALL COOROINA1E THE WORK OF THESE GRADING PLANS l\ln-1 THAT SHOWN ON 80711 1HE LANDSCAPE ANO IRRIGAnON Pl.ANS AND THE IMPRO\IE:ME:NT Pl.ANS AS REQU/RCO FOR THIS WORK IN ACCORDANCE: 111111 mr LANDSCAPE: MANUAL nMr REQUIREME:NTS. JO. STORM DRAIN PIP[ SHALL BC REINFORCED CONCRET£ PIPE 111111 A MINIMUM 0-LDAO OF 1,360. FOR PR/VAT£ STORM DRAIN PIPES. UP TO 15" PVC MAY 8£ unuzro PROV/0£0 OCP!H IS LESS THAN 15 FEET ANO BACKF/UEO 111711 J/,f.' ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS AS1M STANDARD JOJ4 FOR SOR J5 SOI.JO WAU PIPE. Jt. f{fo7NG ~:ti, ftPE SH~Zf 1~~Sfo:f'':tiE£ £J F1Jif1~ 8t1Lo:~ OR SIREET AREAS ANO REPLACED 1111H PROPE:RI. Y COMPAC1£0 SOILS. IN 01HER AREAS THE PIPE l\lll. BE: PLUGGED 1111H CONCRET£ OR RQIOVED AS APPROVED BY THE CITY £NG/NEER. J2. THE CONTRACTOR SHAU Vf.RIFY THE LOCATION OF ALL EXJSnNG FACIUT/£S ( ABOVE GROUND ANO UNOER GROUND ) I\ITHIN THE PROJECT SIT£ SUfflCIENTLY AHl:AO OF GRADING TO PERMIT TH! REVISION OF 1HE: GRADING PLANS IF IT IS FOUNO THAT me ACTUAL LOCATIONS ARE IN CONFUCT 1111H me PROPOSED WORK. JJ. me: CONTRACTOR SHALL NOnFY AfFEC1£0 UTILJTY COMPANIES {SEE BEl.OW) AT LEAST 2 FULL WORKING DA)S PRKIR TO STARnNG GRAOl/.[G NE:AR THEIR FACIUnES ANO SHALL COOROINAT£ THE WORK v.1111 A COMPANY REPRESENTAnVE. UNDERGROUND SERVICE: ALERT 800 422-41JJ SOGM 800 60-7J4J PACIF7C BE'U. 800 92-012J nME WARNER CABLC 760 438-7741 COX COMMUN/CA nONS 760 -9809 CITY OF CARI.SBA!TREETS .t STORM ORAIN) 760 434-2980 'CITY OF CARLSBA SE8,WATE:R .t REa.All'ilEO WA1£R) 760 438-2722 'SAN 01£GUITO WA DISIRICT 760 JJ-2650 'tEUCADIA. WASm¥A 1ER DISTRICT 760 75J-015~ "IALL£CITOS WA 1ER OISTRICt 760 744-0460 '()LJ\IENHAIN WA 1ER DISTRICT 760 75J-646B 'BUENA SANJTAnON DISIRICt 760 726-IJ40 *AS APPROPRIAT£ J4. PERMIT COMPUANCE REQUIREMENTS: A. [OR CON~ GBJ,fJJl!j -THE APPLJCANT HIRES A CIWL ENGINE:ER, SOILS £NGIN , NO OR GEOLOGIST TO GIVE' TECHNICAL AOWCE', OBSERVE ANO CONIROL THE WORK IN PROGRESS {15.16. 120 A.8/ CARLSBAD MUNICIPAL COOE:. 8. PRIOR ~ f/NAL APPROVAL Of'4GRADING PrBM'ft-THE FOI.LOI\ING REPOR MUST BE SUBMI O TO THE ENGINEER VIA THE PROJECT INSP£CTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL COO£: (I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA nNG AU GRADING IS COMPLETE:. ALL EROSION CONTROL, SI.OPE PLANnNG ANO /RR/GA TION ARE INSTALUO IN CONFORMANCE WITH CITY COOE ANO THE: APPROVED PLANS ( OBTAIN SAMPLE OF COMPUANCE LETTE:R FROM CITY £NG/NEERING OfPAR1MEN1). (2) AS-BUILT GRADING Pl.AN. (J) REPORT FROM THE SOILS £NG/NEER, ltHICH INCLUDES RECOMME:NDEO SOIL 8£ARJNG CAPACln(S, A STATEMENT AS ro THE EXPANSIVE QUAUTY OF THE SOIi. ANO SUMMARIES OF F7EJ.O ANO LABORATORY T£STS. THE REPORT SHALL ALSO INCI.Uot A STATEMENT BY THE SOILS E:NGINE:E:R 1HAT THE GRADING WAS DONE IN ACCORDANCC 111711 THE REQU/RE:ME:NTS ANO RECOMMENDA nONs OU1UNED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEME:NTS THERETO. (4) RE:PORT llln-1 AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 1HE CITY. • J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) )!AR AFTE:R 1HE CITY ENGINEER'S APPROVAi. THESE Pl.ANS MAY BE REQUIRE:{) TO BE RESU8MITTED FOR PLANCHECK. PLANCHECI< FE:ES WIU BE: RE:QU/RED FOR ANY SUCH RECHECt<, J6. JHE SOILS REPORT nTLEO GE01£CHN/CAL STUOY, PROPOSED CARLSBAO HIGH SCHOOi. 1srA01u&~MOOERN1zAnON PREPARE:O sr lll¢8ToN CONSl!Ln@, /Ne. • OATEO __ JI ,20:JJL, SHALL BE CONSIDERED AS A PART OF 1H/S GRADING PLAN, ALL GRADING SHALL 8£ OONE: IN ACCOROANC£ 1\1111 THE RECOMME:NOAnONs ANO SPE:CIFICAnONs CONTAINED IN SAIO SOILS REPORT. IS. 1HE OWN£R ,'Jll()jOR APPUCANT THROUGH THE DEVELOPER ANO/OR CONIRACTOR "DEC' •n•""ON 0" RESPONSIBLE CHARGE" DRAWING NUMBER '·, _ _/ ..• I . 1 3 .EROSION CONTROL NOTES 1. IN CASE E:MERGENCY l!ORK IS REQUIRED, CONTACT EJTAN AHARONI AT 760-JJl-5022 (PHONE NUMBER) --="-"'"""'=--- 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE: AT ALL nMES OUR/NG THE RAINY SEASON, ALL NE:CESSARY MA TE:RIALS SHALL BE STOCKP/L£0 ON SIT£ AT CONVENIENT LOCAnONS TO FACILJTATE RAP/0 CONSTRUCnON OF TEMPORARY OE:',1C£S WHE:N RAIN IS EMINENT. J. DE"VICES SHOWN ON Pl.ANS SHALL NOT BE MOVED OR MOOIF7EO WITHOUT 111£ APPROVAL OF THE ENGINEERJNG INSPECTOR. 4. THE CONIRACTOR SHALL RESTORE: ALL EROSION CONIROL DEVICES TO WORKING OROER TO 1HE SAnSFACnON OF 11/E CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADOlnONAL EROSION CONIROL MEASURE:S AS MAY BE REQUIRED BY mr CITY £NG/NEER OUE TO UNCOMPLE:1EO GRADING OPERA nONS OR UNFORESEEN CIRCUMSTANCCS WHICH MAY ARIS£. 6. THE CONIRACTOR SHALL BE: RESPONSIBLE ANO SHALL TAKE NE:CE:SSARY PR£CAUnONS TO PREVENT PUBUC TRESPASS ONTO AREAS ltHERE IMPOUNDED WAltRS CREAT£ A HAZARDOUS CONDl110N. 7. ALL EROSION CONIROL MEASURES PROVIDED PER 1HE APPROVf.O GRADING Pl.AN SHALL BE: INCORPORA TEO HEREON. . 8. GRAO.E:O AREAS AROUNO THE PROJECT PER/METE:R MUST ORAIN AWAY FROM THE FACE. OF SI.OPE AT THE CONCI.US/ON OF EACH WORKING DAY. 9. ALL REMOVABLE PR01£CTIVE 0£',1C£S SHOWN SHALL BE: IN PLACE AT THE £NO OF EACH WORKING OAY l'MEN THE: F7Vf. (5) DAY RAIN PROBABILJTY FORECAST EXCE:EDS FORTY PERCENT (40Jf). SILT ANO O!HER btBRIS SHAU BE: REMOVED AFTE:R EACH RAINFALL 10. ALL GRA\R BAGS SHALL BE: BURLAP rtPE WITH J/4 INCH MINIMUM AGGREGRATE:. 11. SHOULO GERMINAnON OF HYDROSEEOED SI.OPES FAIL TO PROVIDC EFFECnVE CO\IERAGE OF GRADED SI.OPES (90Jr CO\IERAGE) PRIOR TO NO\IE:MBE:R 15, THE SI.OPES SHAU BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 1111H S£CnON J5.02J OF THE EROSION ,'JI/() sro/MENT CONTROL HANDBOOK OF' 1HE DEPARTMENT OF CONSERVAnON, STA TE OF CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONIROL PLANnNG ANO IRRIGAnON SHALL 8E INSTALUO ANO MAINTAINED AS REQUIRED IN SECnON 212 OF 1HE STANDARD SPECIF/CA nONs ,'JI/() THE FOLLOI\ING: A. HYDROSEEDING SHALL Bf: APPLJEO TO: I. ALL SI.OPES THAT ARE GRAOEO 6:1 (HORIZONTAL TO \IERTICAL) OR S1£E:PER VA/£11 mer ARE: o. 11/REE FEET OR MORE JN HEJGHT ANO ADJACENT TO A PUBUC WALL OR SIREET. b, ALL SLOPES ,f. FEET OR MORE: IN HEJGHT. 2. AREAS GRAOEO Fl.A TTER 111AN 6: I VA/fN ANY OF THE FOLLOI\ING CONDlnONs EXIST: a. NOT SCHEDULED FOR IMPROVEM£NTS(CONS1RUCnON OR GENERAL LANDSCAPING) lll!HIN 60 DA)S OF ROUGH GRADING. b. IOENnf7EO BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISl8!£ TO THE PU/3UC. a. HA Vt ANY SP£CIAL CONO/nON IDENnf/EO BY THE CITY ENGINEER THAT WARRANTS IMME:OIA TE TR£A 1M£NT. 8, HYDROSEEOEO AREAS SHALL 8£ IRR/GATE:O IN ACCORDANCE: 111TH THE FOLLOIIING CRITF.:RJk I. ALL SI.OPES THAT ARE GRADE:O 6: I OR STEEPCR ANO THAT ARE: a. THREE TO EJGHT FEET IN HEJGHT SHALL BC /RR/GA TEO BY HANO WA TE:RING FROM QUICI< COUPLERS/HOSE 818S OR A CONVENTIONAL SYS7£M OF LOW PRECIPITAnON sPRINKLER H£AOS PROVIDING IOOJt CO\IERAGE. b. GR£ATE:R 1HAN 8 FEET IN HEJGHT 91ALL BE: WATE:RED BY A CONVf.NnONAL S'/Sl[M OF LOW PRECIPITA nON SPRINKLER HEAOS PROVIDING 100:C COVERAGE: 2. AREAS SI.OPE:O LESS 111AN 6: I SHALL BE: IRRIGA 1£0 AS APPROVED BY THE: CITY £NGINEIR, PRIOR TO HYDROS£E:0/NG. me DEVEl.OPER SHAU SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGA nON TO THE CITY ENGINEER. mr PROPOSAL SHAU BE: SPECIFIC REGARDING mr NUMBERS, TYPES ANO COSTS OF THE El.EMENTS OF THE THE PROPOSED S)STE:1,/. J. /RRIGAnON SHAU MAINTAIN THE MOISTURE LEVEL OF mr SOIL AT THE OPnMUM LE\R FOR THE GROWTH OF THE HYDROS££DEO GROWIH. SHALL DESIGN, CONSTRUCT ANO MAINTAIN AU SAFETY oEWCE's, INCLUDING ......,. 11 " SHORING, ANO SHALL BE: SOI.El. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi. I HEREBY OE:CLARE THAT I AM TH£ ENGIN£ER OF WORK FOR THIS P~CT, 1HAT I C. STAT£ ANO FE:DERAL SAFETY ANO HEALTH ST,'Jll()ARDS, LAIIS ANO RE:(l(ll.A110NS. . HAVE' EXERClsro RESPONSIBLE CHARGE O\IER mr DESIGN OF THE PROJECT AS Off/NED HYOROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOI\ING: 17. 11/E: CONIRACTOR SHAU CONFORM TO LABOR COOE SECnON 6706 BY SUBMlmNG IN srcnON 670J OF THE fi/.lSINESS ANO PROFESSIONS COOE', ANO THAT THE OES/GN IS A DETAIL Pl.AN TO THE CITY £NGINE:!R ,'Jll()/OR CONC£RNtO AGO/CY SHOI\ING CONSISTENT 111111 CURRENT STANDARDS. THE DESIGN OF SHORING, BRACING SI.OPING OR OTHER PRO)'/SIONS TO BE: MADE I UNOERSTANO 11IAT THE CHF.:Ct< OF PROJE:CT DRAWINGS ANO SPECIF1CAnONS BY THE OF WORKER PROTEcnON FROM THE HAZARD OF CAVING GROUND OUR/NG THE CITY OF CARLSBAD 00£S NOT RELIEVE: ME, AS ENGINEER OF WORK, OF MY EXCAVAnON OF SUCH IRE:NCH OR IRE:NCHES OR OUR/NG THIE PIP£ INSTALLATION RESPONS/8/LJnES FOR PROJECT DESIGN. !HEREJN. THIS Pl.AN MUST 8£ PREPARED FOR ALL TRENCHES fl\( FEET (5') OR FIR..,, ___ __,MP=N=ERS=rtw=C-=£N"-'G""1N,.Em=IN..,"-"IN"'<,_ __ _ MORE IN OCPTH ANO APPROVED BY 1H£ CITY ENGINEER ; ,'Jll()/OR CONCCRNED ••· = = !=" AGCNCY PRIOR TO EXCAVAnON.,!G--~i;;!: ADORESS: __ 6;,:20~Mee1SSl,,,ON,;...,A"'VE:N=U"'I! _____ _ 'AND /!ff--'$TA TH S .,.,,-1=> .,.,.n~"' Cl1"f, STAT£:'---'OC£A=~N:,eSID,::,£i~CA~._,,9~'206=4 ____ _ THE TEl.CPHONE:-!)1.@~~. 6=-.,,'2Yl}f,,,_2~. i,;:~Q-_,._ ___ _ g~ HW. PERMIT MUST BE: TO THE /NSPEC PRIOR TO B'rl ---~~-A.~Rn-:...iJ9fH=~---OATE:~~~-1~ 18. NO 8LAS11NG SHALL 8£ PERFORMED UNnL A VALIO BLA$nNG P(RMIT HAS BEEN R.c.r. NO.: 46834 OBTAINE:O FROM !HE CITY OF CARI.SBAO. SUBMIT APPIJCAnON FOR 81..ASnNG REGISTRAnON EXPIRAnON OAT£:-2:9-:>!J0><:-~101t--__ _ PERMIT MEl.L IN ADVANCE OF THE SCHEDULING OF BLASnNG OPERA np/'Js. 19. Mft6 ~-8,jf-R~~ fE~-dlf& ~o1Jt SOlLS ENGINEER'S CERTIFICATE PERMITTU I\ILL NOnFY THE &ft"£NG/NEIR. "of"ERA110N$ l\lll. N~TF<E:START I ANDRE:S BERNAL . A REG/STEREO 'm/:ii/l/f J£toMIW HAS RECE/Vf.O Y,RJTTEN Aum~TY FROM THE CITY h<ffs1:~N~AMc ~1:J~ °l,,p"fi~o s~7cs °tE~Xt,°c't1~'rkfJ~C~t,f~lr 'm~Nf 20. ALL OPERA noNS CONOUCTEO ON THE SIil: OR ADJACENT m£Rtro. INCLUDING -A SAMPLING ANO STUOY OF THE: SOIL CONDITIONS PREVALENT I\ITHIN THIS WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERAnON OF 1RUCl<S, · SITE: WAS MADE SY LEJGHTON CONSULnNG, INC, ~JH THE OATES OF EARTHMOVING EQUIPMENT, CONSTRUCnON E:Q/JIPMENT ANO ANY 01HER ASSOCIATE:/) COPJ£S ~!EM~. S01ls2~J~RTAN&MPILEO ~OM THIS swS~ Yarn 7./$ GRADING EQ/JIPME:NT SHALL.BE UM11£0 TO THE PERIOD BETV,[£11 7:00 A.M. ANO R£COMMENOA110NS. HAS BEEN SU8MIT1EO TO THE OFF7CE OF THE CITY =l'iMr Mk "o:u=rl!1~Y v.lt/lb.ts0 OR~~0:tl1A mT °tl'gw E:NG/N£E:R. I HAW!: REVIEM"O 11-IESE: DOCUM£NTS ANO GENE:RALLY AGRE£ 111TH HOIJOAYS IS AVAILABLE AT THE £NG/NEERING DEPARTMENT COUNTER.} · THE CONCLUSIONS ANO RECOMMENDATIONS PRESENTEO IN TH£SE DOCUMENTS. 2': lfl1A"Allt /PffiAEi&a fviEma ':&lfefflNY@o/l 22. IMPORT MAT£RIAL SHALL BE OBTAINEO FROM, ANO WAST£ MATERIAL SHALL BE: OEPOS/7£0 AT, A SIT£ APPROVED BY mr CITY ENGINEER. 11-1£ CCNZRACW8 .,JfofM/lilt?IJ.tffilfJSVfft Wfll~N HAUL 2J. BRUSH 91AU 8£ REMOVED OHL Y 111111/N mr AREA TO 8£ GRAOED. NO TREES ARE TO 8£ REMOVED UNLESS SPE:C/F1CALLY N01£0 ON me PLAN. 24. ALL AREAS SHALL BE GRADED 10 DRAIN. GRADING R£SUL nNG IN 11'/E PONO/NG OF WA 7£R IS NOT PERMIT7£0, ALL £AR1HEN SWALES ANO DITCHES SHALL HA VE' A MINIMUM ONC PERCENT SI.OPC. 25. T1-IES£ Pl.ANS AR£ SUB.ECT 10 A SIGNE:0 ANO APPROVf.O SEt OF EROSION CONTROi. PLANS. EROSION CONTROL SHALL BE: AS SHOWN ,4JII() AS APPROVED 8Y THE: CITY ENGINEER OR AS DIREC1£0 BY THE PRO.ECT INSP£CTOR. 26. ALL SI.OPES SHALL BE: IRIMMEO 10 A FINISH GRAOE TO PROOUCE A UNIFORM SURFACE ANO CROSS S£CnON. TH£ SIT£ SHALL 8£ LEFT IN A N£AT ANO ORDER/. Y CONO/nON. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVf.O ANO DISPOSED OF AT A SIT£ APPROVED OF BY 1H£ CITY £NG/NEER. 27. ALL SI.OPES SHALL 8£ /RR/GA TED. STABILJZEO, Pl.ANTED ANO/OR HYDROS£EOEO IIITHIN TEN (10) OA)S OF me nME: 'MIEN EACH SI.OPE IS BROUGHT 10 GRADE AS SHO~ ON THC APPROVED GRADING ~ ' 28. I..ANOSCAPING 91ALL BE ACCOMPUSHED ON ALL SI.OPES ANO PAOS AS REQ/JIREO BY THE Cl OF CARLSBAO LANDSCAPE MANUAL. me LANDSCAPIN/1 PLANS FOR THIS P. CT, ORAI\ING NO, (SU 9,!ISO L-QRAI\INQS [.OR CHS §TAO/UM PRQ#CQ. ANO/OR OIRECTE:O BY mr CITY ENGIN«R OR Pl.ANNING 0/RECroR. . 5 ' i I SIGNEO: G.E. NO.: __,,2,_.,71"""-----,----- 0ATE:: 02-11-10 LICENSE EXP/RA 110N OA TE:: 9-JO-H OlfNER'S CERTIFICATE I ( wr ) HEREBY CERnFY THAT A REG/STEREO SOILS ENGINffR OR GEOI..OGIST HAS SEEN OR ~LL BC RE:TAINEO TO SUPERVIS£ OVER-ALL ffli"s"~~ Acnw?. /Q_::_sr ON THE COMPACnON ANO STABIUTY OF t:.AJ~ -z-I2-10 ERIK RE:UTE:R, CUSO DIRECTOR OF CONSTRUCnoN OA TE: SOURCI OP TOPOGRAPUX: TOPOGRAPHY SHO~ ON THESE PLANS WAS GENERA 7£0 BY~!. ~· 1!'111 FIEl.P SURVEY AUQMENTAllOH. ME71iOOS fROM INFORMA GA 7j. 2004 BY [RASER rNG/NffR/NG ANO 1!£N11Y Amt~200t), CQRtJrBSW rNG/N™ING 2007r1if TOPOGRAPHY SHOWN HEREON ORMS ro NAnONAL MAP ACCU STANDARDS. 4 I. SEEO MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CI.OVf.R b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lb& PER ACRC OF C SCHOOL CIA CALIFORNICA d. 4 lbs, PER ACRE OF ACHIUEA MILLEfaJA o. J lbs. PE:R ACRE: OF AL YSSUM {CARPET OF SNOW) f. 112 lb. P£R ACRE OF DIMORPHOLECA g, IIDIS c,d;e, AND I OF THIS SUBS£C110N MAY BC OMITTED ON LOCA nONs lit/ERE THE AREA 8£1NG HYDROS££0EO IS NOT VIS/BL£ FROM EJTHER A PUBUC SIREET OR RES/DENnAl STRUCTURES. h. l7£M a OF THIS SUBSECnON MUST BE INOCULA TEO 111111 A NITROGEN AXING 8ACT£RIA ANO APPLJEO DRY E11HE:R BY ORILLING OR BROAOCASnNG BEFORE HYDROSEEOING. L ALL S££O MA TE:RIALS SHALL 8£ 1RANSPOR1£0 10 1HE: JOBSIT£ IN UNOP£NE:O CONTAINERS 1111H THE CALIFORNIA DCPARTME:NT OF FOOO ,'JI/() AGRICIJLTURE CERTIFICAnON TAG ATTACHED TO, OR PRIN1£0 ON SAIO CONTAINERS. ~ NON-PHYT0-10XJC ~T11NG AGENTS MAY BE: AOOEO TO THE: HYDROSEEO SI.URRY AT THE OISCREnON OF 1HE CONTRACTOR. 2. TYPE I MULCH APPUEO AT THC RA 1£ OF NO LESS THAN 2000 lbs PER ACRC. TYPE 6 MULCH {STRAW) MAY BE SU8Sl1TUTED, ALL OR PART, FOR HYDRAUUCAU Y APPUf:O F78ER MATER/AL WHEN SIRAW IS USED IT MUST BE: ANCHORED TO THE: SI.OPE 8Y MECHANICALLY PUNCHING NO LESS THAN SOJr OF THE SIRAW INTO 1HE SOIL J. FERnL/ZER CONSISTING OF AMMONIUM PHOSPHATE SULFAJE; 16-20-0. WITH 15" SUI.PHUR APPUEO AT THE RAT£ OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROS££DEO SHALL BE: PREPARED PRIOR TO HYDROSEEDING 8~ 1, ROUGHENING THE SURFACC TO BE: PI.AN1£0 BY ANY OR A COMBINAnON OF: a. TRACK WALKING SI.OPES S1££PER THAN 6: 1 b. HARROI\ING AREAS 6: 1 OR Fl.A TTER THAT ARE: SUFFICIENTLY FRIABLC. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b A80VE', 2. CONDlnONING THE SOILS so THAT IT IS SUITABLE FOR PLANnNG BY: a. AOJJSnNG THE SURfACE SOil MOISTURE: TO PROVIDE A DAMP BUT NOT SA TURA 7£0 $EE:O BED, b. THE ADO/nON OF SOIL, AMENOMENTS, PH AOJUSTMENT, LEACHING CO\IERING SALIN£ SQ/LS TO PROVIDED VIABLE CONOlnONS FOR GROWTH. : · ' E. HYDROS££0EO AREAS 9/ALL 8E MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNnL 'TH£ THE PROJE:CT IS PERMANENTLY LANQSCAPED OR, FOR AREAS ltH£RC HYDROS££DING IS THE THE PERMANENT 1.ANOSCAP/NG, \JNnL THE PROJECT IS COMPLE7£0 ANO ALL 80N0S RE!.EASEO. ' OWNIR CARLSBAO UNIF7£0 SCHOOL 0/SIRICT 6221' EL CAMINO REAL CARLSBAO, CA. 92009 (760) JJ1-50dJ . ltfGINIIRING rmM CORNERSTONE £NG/NEERING. INC. 620 MISSION A VENUE: OC£ANSIO£, CAUFORNIA 92054 (760) 722-J495 3 . DRAWING NUMBER SARXI Pi • teN HCPE, MINt-,JEOCJTA RECJRIE!l $K PM[ N\Av1BE8 8551 ---__ ~ _.,.,.,_ -~-:-~ i :i -,,ii -~ ~-~--- CITY OF OCEANSIDE HIGHWAY 78 "· 2 CITY OF VISTA CITY OF ENCINITAS VICINIIY MAP N,T.S, ~ ~ TYPE '?- ~ MOfDIFIED . MEDIA FILTER BIO-DETENTION BASIN BI0-DETENTIO BASIN VEGETATED SWALE DRAWING NUMBER • 1 lfORK TO BE DONE THE GRADING VtOR/1' SHALL CONSIST OF THE CONSTRUCnON OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAJNAGE FACIUT/£S, EROSION CONIROI. FACIUnts, ANO PLANnNG OF PERMANENT LANDSCAPING AN/J PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS S£t OF' PLANS ANO THE CITY STANOAROS, SPE:CIF7CAnONs, REQUIREMENTS, REsot.UnONS ANO OROINANC£S CITED ON THESE Pl.ANS. THE GRADING WORK SHAU BE PCRFORME:O IN ACCORDANCE: 'lrl!H THE FOLLOI\ING DOCUMENTS, CIJRRE:NT AT THE nME: OF CONSTRUCnON. AS 0/RECTEO BY THE CITY £NG/NEER. I. CARLSBAD /,/UNICIPAL COOE 2. CITY OF CARLSBAD £NG/NEERING STANDARDS J. THIS SET OF' PLANS 4. Rrsot.UnON NO, N/A OA TEO N/A 5. THE STANDARD SP£CIFICAnONS FOR PUBUC WORKS CONSTRUCnON (GREEN BOOK). . 6. SOILS REPORT ANO RECOMMENDAnONS 8Y LEIGHTON CONSULnNG, INC. DA7£0 JJ/21/08 ANO BY NOVA £NG/NEERING .t £/'(VIRONMENTAL DA1£0 11/19/09 7. 71ir SAN DIEGO REGIONAL STANDARD DRAIIINGS ANO AS MAY BE: MOO/FIE:O BY THE CITY OF CARLSBAD STANDARDS. 8. ~lffgRNIA COAST'Jvf':MISS/ON OE\IEI.OPME:NT PERMIT CONO/nONS 9. E:NVIRONMENTAL APPROVAL OOCUMENTS OA 7£0 N/A 10. STORM WATE:R POLLUnON PREVE:NnON PLAN jSW09-10J (AMENOME:NT 06) PREPAREO BY CORNERSTONE £NG/NEERING, INC. UPDA 7£0 07 f?/09 l\0/0 NO. 9 J7C J518JJ 11. STORM WA 1ER MANAGEMENT PLAN (ADOENOUM R£PQRT) PRE:PARED BY CORNERSTONE: ENGINEIRING. IMP, UPOATE:O 01f1Ul0 SWMP NO. 09-29 12. CALIFORNIA STORM WAT£R QUAUTY ASSOC/AnON BMP CONSTRUCnON H,'Jll()BOOK ,4JII() CALTRANS CONS1RUCnON SIT£ BMP MANUAL BENCH MARK OESCRIPnON: Cl.SB 12J 2 'i BRASS OISC LOCAnON: · liiffC(J!QfS,"11.iJRia IN FRONT OF COMMUNITY SIIIM CEN!'ffl RECOROEO: PERR.as. 17271 El.EVAnON: 208.IJI DESCRIPTION OWNERSHIP MAINTENANCE SHEET QUANTITY MAINTENANCE NO. FREQUENCY DElENTION/lREA lMENT C.U.S.D. Bl.IP MAINTENANCE C-4.8 740 FT' FACILITY D FILTER AGREEMENT OIL AND PLANT BASE C.U.S.D. eMP MAINTENANCE C-4.8 830 FT' MAINmlANCE FIL lRA TION DEVICE AGREEMENT OIL AND PLANT BASE c.u.s.o. Bt.1P MAINTENANCE C-4.8 256 FT' FILTRATION DEVICE AGREEMENT VEGETATED c.u.s.o. Bl.IP MAINTENANCE C-4.8 L=410 ft SWALE AGREEMENT SUSMP PROJECT PRIORITY HIGH PRq,JBCTLOCATIOH THIS P~CT IS LOCA1£0 WITHIN APN(S}: 205-140-18,IB,19,20.21,25.2WO BASSWQOJ) AVENVE, MONRO£ §TREET. \tALLE"Y STREET ANO CHESINUT A™ THC CAUFORNIA COORDINA 1£ INDEX OF 1HIS PROJE:CT IS N 2QOW E 62JOOOO '. LEGEND DESCRIPTJON DlfG. NO, BnlQOL QUANTITY RIGHT OF WAY LINE .......................................... . STREET C£N7£RUNE ............................. , ............. . 6" CIJRB (CIJRB ONLY) ............ G-1 .................... :::::::::::: J-487 LF. CONCRETE SIDEWALK .......... G-7. G-9, 0-10......... .. . [ 3 • ; • " : , :] 906-' s.F. EXISnNG CIJRB INLET ......................................... . @:::J EXISnNG WATE:R UNE ........................................ .. ---w--- EXISnNG STORM DRAIN . .. .. . .. .. . .. . .. . .. .. .. . .. . .. .. .. .. . .. . SD --- EXISTING 'PRIVA 1£' STORM ORAIN ........................... •. ---so --- TRUNCA 1£0 DOMES ......................................... .. PEDESTRIAN ROUT£ .............•..•...................... , .. . SHEET INDEX 01 Tln.E: SHEET , .. .. .. .. .. .. .. .. . .. . .. .. . .. .. .. .. .. . .. .. . .. .. ... .. .. .... • C-1.0 02 !HRU 04 OEMOI.JnON Pl.ANS (FOR RE:F ONLY) ........................ C,-,2.t 1HRU C-2.J 05 GRADING Pl.AN KCY MAP ....................................... "" C-4.1 08 !HRU IJ GRADING & DRAINAGE Pl.AN. . .. .. .. .. .. .. . .. .. .. .. .. .. .. C-4-,2 !HRU C-4. 9 IJ 1HRU 25 urunrs PLANS (FOR Rff ONLY) .......................... C .. 5.1 THRU C-5.12 28 F7RE WA 1ER SERVICE OVE:RALL PLAN (FOR REF ONLY) . . . . . . . . . . • C-5. IJ 27 !HRU 29 FIRE SERVICE: Pl.AN (FOR REF ONLY) ....................... C,.,5.1,f. THRU C-5.18 JO !HRU JJ RETAINING WALLS (FOR REF ONLY) ......................... C,.,6, I !HRU C-6.4 EARTHlfORK QUANTITIES CIJT: ~966 CY F7LL: ~200 CY /MPORT:----CY EXPORT: 766 CY REMEDIAi.: 12,922 CY ' NOT£ : 1-0LUME INCLUDES Cl.EAR ANO GRUB MA TERIALs. PROPOSED STORM DRAIN .................................... . (SIZE ANO rtPE: SHOii!'/ ON Pl.ANS) ---so---6799 LF. ABBREVIATIONS =~A~"ouT ........... 0-9..................... [gJ "f'RIVA n:• STORM DRAIN RISER OR INLET. .. .. .. .. . .. .. .. .. .. --so--o (SIZE ANO rtP£ SHOii!'/ ON Pl.ANS) JJrJ; ~~io~8tcl~s, .. · .. · ...... · .. · ........ · --50-CJ GRAn<' BR·~•v _______ _ v,; """ ....................... , ........................ . 2: I (MAX) CUT SI.OP[ ............ , ......................... .. 0/RECnON OF ORAJNAGE ............. , ....................... . .. PROPOSED RETAINING WAU (BY SEPARATE: PERMIT) ...... , --=--=-=-• EXJSnNG RETAINING WALL ................................... .. fP -FINISH PAO FF -FINISH fl.OOR 8.EVATION L.$. -LANDSCAPE AAfA A. -FLOW LINE Til -roP OF CURB TG -roP Of' GRAlE TW -TOP OF WAU. CB -GRADE BREAK OF -DEPRESSED FLOY/ UNE SSW -BACK OF SIOEl'IAI.X fS -FINISH SURFACE I l -EXISTING a.EVA TION OR SI.OPE ~ -SAWCUT EC -EXISTING GRADE HAS BUIL TH RC£ __ _ EXP,---DAT£ REVIEw'ED BY• INSPECTOR DAT£ rSHffil CI Y OF CARLSBAD ~====!===~~===========================~===~~===!::::t:::..-1 ~ ENGINEERING DEPARTMENT I SH~TSI l---+--lf--------------1---+--4--1---1 GRADING PLANS FOR: CHS MODERNIZATION -NEW CONSTRUCTION PHASE TITl SHEET ~-+--,f----------1--f--4---+--1 ~~~NSKI ~ IOR CII/IL ENG/NEER PE 41204 EXPIR S J 31 11 OAlE OAlE INlllAL ENGINEER Or WORI< DA lE INl11AL DA 1E Uilt11AL OM:R >i'PR<NAL CllY >i'PROVAL REVISION DESCRIPTION CHKO BY:\@. PROJECT NO. I DRAWING NO. RW.O BY: PD 08-06 . 467-9E 2 1 DRAWING NU -DWG4151•. 1 of 33-.i • -· I ···--·---- ' I .. PERKINS +WILL ' _.' ' . . 817 We&t 7111 Sl, Suitt 1200 Loi Ange18' CA 90017 1213.270.8400 I 213.270.8410 www.paotdtllWIR.com . . Carlsbad High . ' D:. ' _, .· ; /r -- , : i i ' . ·I l c ] ' ! ' ' ' . I ;_ ·, .· . '-i '·j -: ,:: L ·j ' ! .' I ,-- .i ,- '! _._. ' I ·. School New Construction Carlsbad Unified School District is111 Lancer Way Carlsbad, CA 92008 i : ..---------~ . -'i· .. · 1 '. i ,· ' ' I B .· -, 1 <· .' ' '.! . ,J '_ ' I ' I , _, ' ,,I ·•· . ' . ,--:: ' ,: C AC:--FlS --SS -- DATE i __________ _ J I NO I ISSUI! I DATE I . f Revision 1 Oate 1 I I i I ' I ' i : I - ' . ' j , I ' I •: I ' :i ,-· : ----s~. h_ee_t_l-nfo_rm_a_tl_o_n I Oale i Job Number _-j I Orawn I ! Checked Approved --j- •I i A,. 'i TITLE SHEET .: ,• ' ; :.] :, ···po oa-oe i OWG 457-9E 11103/2009 77104.00! OJC DOW Title '_"\ 1 ·SHEET 1 QF 33 Sheet c-1.n . DSA '1i>ROVAL -·: .· --1 ;: _________ _ Copyright O 2001 P811<1ns>WI -i, - ' ,,rn•' .- 0 D C 8 0 ® @ © @ ® 0 .DRAWING NUMBER SAFCp_ PRODUC~ • _I\IE:W HOPI!. MINNESOTA Hf:UFKJE:.R SY f•ART N!JMB[R G:..l53 ·---PU~ITIQJI fO(lf Of f~INl DII !HIS Llld;-- 5 DEMOLITION ITEMS; REMOVE EXIST CHAINLINK FENCE & GA TE REMOVE EXIST TREE/SHRUB PROTECT IN PLACE EXIST POWER POLE REMOVE EXIST METAL GATE & FENCING EXIST CONCRETE STEPS TO REMAIN ------,---------:1 -- I WORK IN TI·IIS AREA IS FOR DEMOLITION AND GRADING ONLY REMOVE EXIST ELECTRIC/TELEPHONE SERVICE @ REMOVE EXIST RISER ® @ @ @ @ @ @ @ @ @ @) @ @ @ @ @ ® @ @ EXIST ELECT FACILITIES OR SIGNAL, OR COMMUNICATION, OR LOW VOLTAGE-SEE ELECT DRAWINGS REMOVE EXIST RAILING DEMO/REMOVE EXIST BUILDING EXIST FENCING TO REMAIN REMOVE EXIST RETAINING WALL (RAILROAD TIE) PROVIDE TEMP SHORING AS REQUIRED REMOVE EXIST AC PAVEMENT REMOVE EXIST CONCRETE (PCC) PAVEMENT OR WALK (ALL THICKNESSES) INCLUDES ANY POSSIBLE REBAR REMOVE EXIST CONCRETE DRIVEWAY MTHIN PUBLIC RIGHT Of WAY REMOVE EXIST CONCRETE CURB REMOVE EXIST CONCRETE CURB & GUTTER REMOVE EXIST CMU WALL LIMIT Of AC PAVEMENT REMOVAL LIMIT Of CONCRETE PAVEMENT REMOVAL REMOVE EXIST CONCRETE DRAINAGE CHANNEL/GUTTER SAWCUT AC PAVEMENT SAWCUT CONCRETE PAVEMENT OR CURBING EXIST CONCRETE PAVEMENT/WALK TO REMAIN PROTECT-IN-PLACE EXIST AC PAVEMENT TO REMAIN REMOVE CAST-IN-PLACE CONCRETE INLET (ALL DEPTHS) INCLUDING ANY APRON @ REMOVE EXIST PVC SD LINE (12" AND LESS IN DIAMETER) @' REMOVE EXIST RCP SD LINE @, ABANDON EXIST SD LINE @): CUT AND PLUG EXIST SD LINE ® CUT EXIST SD LINE FOR CONNECTION TO NEW LINE OR FACILITY @' REMOVE EXIST SD INLET OR CATCH BASIN PRECAST/CAST-IN-PLACE CONCRETE OR PLASTIC @ 1 PLUG EXIST 12" RCP SD AT INLET ~ , EXIST TYPE B CURB INLET TO BE MODIFIED TO A STORM DRAIN JUNCTION '<::I; IMPROVEMENT PLANS FOR DETAILS 5 STRUCTURE SEE -,_. _, __ j DRAWING NUMBER DRAWING NUMBER -i:;An)JF'f'.i{..lfJUCjS • ':\JEW HOPE. MIN~Jf::SOfA i"f!C()HDcJI SY PAl'IT MJr,,,ern '.;,t;,53 -------., ,):, H~CJOUCTS .----~-1£\--v-ttof'E::-lv4\NNE8QTA i1E:LIRC!cR BY PAllT NIJMf3l:.R b?53 -~ ---f"J~tll(),lj f~rtf Of •~INT llll'~IS I 1NE-·-• -·--··--~•--_____ Fi,SlllUII tri&Of fRllfl UII ;HI$ Li~C_.,.. --- 4 DEMOLITION ITEMS (CONTINUED): @ SAWCUT EXIST WALK TO NEAREST JOINTS AND REMOVE EXIST CURB OUTLET AND CONCRETE SWALE @ @ @ @ @ @ @ @ @ @ @ @ @ ® @) ® ® EXIST SD LINE TO REMAIN (PROTECT-IN-PLACE) REMOVE EXIST SANITARY SEWER MANHOLE ABANDON EXIST SANITARY SEWER LINE CUT AND PLUG EXIST SANITARY SEWER LINE CUT EXIST SANITARY SEWER LINE FOR CONNECTION TO NEW LINE REMOVE EXIST SANITARY SEWER LINE INCLUDING CLEANOUTS THAT ARE INDICATED OR NOT. EXIST SEWER LINE OR FACILITY TO REMAIN PROTECT-IN-PLACE ABANDON EXIST GAS LINE REMOVE EXIST GAS LINE AND ASSOCIATED APPURTENANCES CUT AND PLUG EXIST GAS LINE CUT EXIST GAS LINE FOR CONNECTION TO NEW LINE ABANDON EXIST WATER LINE AND ASSOCIATED APPURTENANCES OR FACILITIES REMOVE EXIST WATER LINE CUT AND PLUG EXIST WATER LINE CUT EXIST WATER LINE FOR CONNECTION TO NEW LINE EXIST FIRE HYDRANT TO REMAIN PROTECT-IN-PLACE EXIST WATER OR FIRE WATER SERVICE LINE OR F AGILITY TO REMAIN PROTECT-IN-PLACE 4 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA -~ --, ------______ REOADER6Y..f'P.ffiNU~_Ei5~~ _ _ --l"OSffl[lf!Wli'[llfPRllllUKll!ISclHE-·.,.. _,...._ 3 3 I --~-_----,;·-~. -,;_-~ = 1,-_ - 2 2 DRAWING NUMBER SAFC0 PAOOUCTS • NEW HOPE, MINNESOTA REORCER BY PART NUMBER 655:3 ---l'OtlTUlll!llllf(lff'ltttlf()ft'l'ttttt.t!il'------ I =='I- I 1 I ••-••-•½Nnv•=•~"' ! --------·-I --~ X X 1 DRAWING N DW<l4a1~ :iot~ ' I I I I I I oJ I I : I I : t'J) ' I ~ I I I I I fi ~I "'I : I I ... rr I I I I I I I I i i'< >r I : I I i [f) ~ !J I I I , I (Q) I I I q I 0 (j 0 0 1-w w a:: 1- (/) w 0 'a:: 'Z 0 ~ ,1 I "I' r:C ' ' ,, PIRKl'NS +WILL 617 West 7th st., Sui\& 1200 Los Angele!!, CA 90017 I 213.270 8400 1213'708410 www.p&rkinswill.com Carlsbad High School New Constructlor, Carlsbad Unified School District 35:17 Lancer Way Carlsbad, CA 92008 1>.0fESS/a I'~~'-W. Ba ' ,'I;;> r,p_ <> (J ~ ::i No. IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OfflC E OF REGULATION SERVICES I 04-110217 I , AC--FLS --SS -- , DATE . 1 i ' ' . j ' ' l . ;', l •-:-r:. :i cf .Ji r. N~o~i~--,=ss~u~e~-~~o~Ar~e~ ,J: Revision 1 Date 1 Tille ·t -1 ' Jtpo oa-06 ' .-.;'. DWG 457-9E , Cf I l SHEET 2 OF 33 Sheet ·-}.,; ~;:. ' ' C-2.1 DSA APPROVAL Copyrighl@2009 Parhlns+Will • - DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORCE.R BY PART NUMSE,:I 655:1--I --... ·--·--., ,-.,'-•-f01i1110k !11\if ;J/ rnlN! Ol rnrS Lllll"••--·--·--I- 1 C 5 I!UIL D1NG :;ooo CD ® Q) DEMOLITION ITEMS; REMOVE EXIST CHAINLINK FENCE & GA TE REMOVE EXIST TREE/SHRUB PROTECT IN PLACE EXIST POWER POLE REMOVE EXIST METAL GA TE & FENCING EXIST CONCRETE STEPS TO REMAIN WORK IN THIS AREA IS FOR DEMOLITION AND GRADING ONLY REMOVE EXIST ELECTRIC/TELEPHONE SERVICE REMOVE EXIST RISER I © ® @ (j) @ ® EXIST ELECT FACILITIES OR SIGNAL, OR COMMUNICATION, OR LOW VOLTAGE-SEE ELECT DRAWINGS @ REMOVE EXIST RAILING @ DEMO/REMOVE EXIST BUILDING @ EXIST FENCING TO REMAIN @ REMOVE EXIST RETAINING WALL (RAILROAD TIE) PROVIDE TEMP SHORING AS REQUIRED {8) REMOVE EXIST AC PAVEMENT DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PAAT NUMBEl'I 6553. ----r~lllVK!O\;(l/lf~•Nf~fHIJU!IE-..--- 4 DEMOLITION .ITEMS (CONTINUED): REMOVE EXIST RCP SD LINE ABANDON EXIST SD LINE CUT AND PLUG EXIST SD LINE DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA REORDER B't' PART NUf',,4BER 6553 --·--til&lltUM ~ul,i[ [J# fRIIII UII mil d!IE--.-. ·-·- CUT EXIST SD LINE FOR CONNECTION TO NEW LINE OR FACILITY @ REMOVE EXIST SD INLET OR CATCH BASIN PRECAST/CAST-IN-PLACE CONCRETE OR PLASTIC {E) PLUG EXIST 12" RCP SD AT INLET @ EXIST TYPE B CURB INLET TO BE MODIFIED TO A STORM DRAIN JUNCTION STRUCTURE SEE IMPROVEMENT PLANS FOR DETAILS @ SAWCUT EXIST WALK TO NEAREST JOINTS AND REMOVE EXIST CURB OUTLET AND CONCRETE SWALE EXIST SD LINE TO REMAIN (PROTECT-IN-PLACE) REMOVE EXIST SANITARY SEWER MANHOLE ABANDON EXIST SANITARY SEWER LINE CUT AND PLUG EXIST SANITARY SEWER LINE CUT EXIST SANITARY SEWER LINE FOR CONNECTION TO NEW LINE @) REMOVE EXIST CONCRETE (PCC) PAVEMENT OR WALK (ALL THICKNESSES) INCLUDES ANY POSSIBLE REBAR @ @ @) @ @ @ @ @ @ @ @ @ @ @ ® (@ REMOVE EXIST SANITARY SEWER LINE INCLUDING CLEANOUTS THAT ARE INDICATED OR NOT. EXIST SEWER LINE OR FACILITY TO REMAIN PROTECT-IN-PLACE + @ REMOVE EXIST CONCRETE DRIVEWAY WITHIN PUBLIC RIGHT OF WAY @ REMOVE EXIST CONCRETE CURB @ REMOVE EXISTCONCRETE CURB & GUTTER ' @) REMOVE EXl~T CMU WALL · @ LIMIT Of AC PAVEMENT REMOVAL @ LIMIT OF CONCRETE PAVEMENT REMOVAL @ REMOVE EXIST CONCRETE DRAINAGE CHANNEL/GUTTER @ SAWCUT AC PAVEMENT @:) SAWCUT CONCRETE PAVEMENT OR CURBING @ EXIST CONCRETE PAVEMENT/WALK TO REMAIN PROTECT-IN-PLACE @ EXIST AC PAVEMENT TO REMAIN @ REMOVE CAST-IN-PLACE CONCRETE INLET (ALL DEPTHS) INCLUDING ANY APRON @ REMOVE EXIST PVC SD LINE (12" AND LESS IN DIAMETER) 5 @ ABANDON EXIST GAS LINE REMOVE EXIST GAS LINE AND ASSOCIATED APPURTENANCES CUT AND PLUG EXIST GAS LINE CUT EXIST GAS LINE FOR CONNECTION TO NEW LINE ABANDON EXIST WATER LINE AND ASSOCIATED APPURTENANCES OR FACILITIES REMOVE EXIST WATER LINE CUT AND PLUG EXIST WATER LINE CUT EXIST WATER LINE FOR CONNECTION TO NEW LINE EXIST FIRE HYDRANT TO REMAIN PROTECT-IN-PLACE EXIST WATER OR FIRE WATER SERVICE LINE OR FACILITY TO REMAIN PROTECT-IN-PLACE 4 3 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA 9EOfIDER BY rfl.RT !"-Jl..!~.18[R S553 -------iUSITIUk i:l>\ll'Y r'itlHl ~Mlllll ~i!tE--·,.. -· - 1. -1-- 1 NOTES: DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA nEDnDrn BY rt...,"!T !'JUMOCR 5553 ---ru81110H~GE(lfffllll10Ml~i1Uft--a - CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY OR CONFLICTS. 2. CONTRACTOR TO ADJUST ALL EXISTING GA TE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE AS REQUIRED. 3. ALL UTILITIES NOT SPECIFICALLY DESIGN A TED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE'. SAID UTILITIES SHALL PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION. 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING F AGILITIES AT ALL POINTS OF CONNECTION. 2 I SAFOJ PAOCIUCra • NBN l~Oflt)l;::i 81' Pr,Rr ,iUl~ -1-- 1 NOTES (CONTINUED): 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK \\!THIN THE PUBLIC STREET AND PAY ALL CITY FEES. 6. CONTRACTOR SHALL COORDINATE WITH SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. MICHAEL WRIGHT 716-2624 7. CONTRACTOR SHALL PROVIDE TEMPORARY GATES AND FENCING AND SHALL RESTORE SECURITY TO ALL WORK AREAS AT END OF WORKDAY. 8. CONTRACTOR SHALL COORDINATE WITH CAMPUS SECURITY. MICHAEL WRIGHT 716-2624 GRAPHIC SCALE 20 0 " 20 ( IN FEET ) I inch ~ 20 fl 1 Cl tn +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perkinswill.corn l Carlsbad High .-_ :~ : : School o1 New . ··1· . i i ·· 1 · 1 Construction . i ~j, -. ·l ' I ,j '-1: ' l : Carlsbad I j f ; Unified School . ,, ! . -ii District \. ' ' , , I ,i -:1 3557 Lancer Way Carlsbad, CA 92008 -_ :t ' ', ,, ' '----------- IDENTlflC ATION STAMP DIV, Of THE STATE ARCHITECT OFFICE Of REGULATION SERVICES 1 04-110217 1 AC:--fLS --SS -- DATE ISSVE Revision 1 DATE Date 1 FOR . ' J REFERENCE 1 0NLY ' ! . ,' ' -----------. i Sheet Information ----======= Date Job Number 'i 1· Drawn Approved 11/0312009 77104.003 DJC DGW Title DEMOLITION PLAN j SHEET 3 OF 14 ' . · i Sheet ' ' .; -l . ' ' ' C-2.2 OSA APPROVAL Copyright O 2009 Parkins+Will " I L • - 0 DRAWING NUMBER -'I c--= -~ ~- SAFCO PAOOUCTS • NBN HOP!, MINNESOTA REORDER BY PART NU~ 655:3 ---!'OSITICII El!Glill fRi~T ,II THIS urc-----'t--~ I D \ C 8 I I CD ® @ © @ ® 0 ® ® @ ® @ @ @ @ @ @ @ 5 I DEMOLITION ITEMS: REMOVE EXIST CHAINLINK FENCE & GA TE REMOVE EXIST TREE/SHRUB PROTECT IN PLACE EXIST POWER POLE REMOVE EXIST METAL GA TE & FENCING EXIST CONCRETE STEPS TO REMAIN WORK IN THIS AREA IS FOR DEMOLITION AND GRADING ONLY REMOVE EXIST ELECTRIC/TELEPHONE SERVICE REMOVE EXIST RISER I EXIST ELECT FACILITIES OR SIGNAL, OR COMMUNICATION, OR LOW VOLTAGE-SEE ELECT DRAWINGS REMOVE EXIST RAILING DEMO/REMOVE EXIST BUILDING EXIST FENCING TO REMAIN REMOVE EXIST RETAINING WALL (RAILROAD TIE) PROVIDE TEMP SHORING AS REQUIRED REMOVE EXIST AC PAVEMENT REMOVE EXIST CONCRETE (PCC) PAVEMENT OR WALK (ALL THICKNESSES) INCLUDES ANY POSSIBLE REBAR REMOVE EXIST CONCRETE DRIVEWAY WITHIN PUBLIC RIGHT OF WAY REMOVE EXIST CONCRETE CURB REMOVE EXIST CONCRETE CURB '1s GUTTER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MJNNEOOTA REOR.~_ !3Y_f',I_\BT f>!UMEJER _!5_~~:J -----~05!110RfPlll!JlrRIHl\lllli!ISU~~-,. -·--•--- 4 I DRAWING NUMBER SAFCO PRODUCTS -• NEW HOPE, MINNESOTA ~RQER BY PART NUMBl;R 655_:J -·-----~05111UKW\iltlf1·1\INl'.;•ihtH;tll-----·-----·----------·--··• 3 ---·-_✓-1, / 4 ,, I~ DEMOLITION ITEMS (CONTINUED): MATCH LINE SEE SHEET C-2.2 @ @ @ @ @ @ @ @ @ @ @) @ @ @ ® @ ® REMOVE EXIST CMU WALL LIMIT OF AC PAVEMENT REMOVAL LIMIT OF CONCRETE PAVEMENT REMOVAL REMOVE EXIST CONCRETE DRAINAGE CHANNEL/GUTTER SAWCUT AC PAVEMENT SAWCUT CONCRETE PAVEMENT OR CURBING EXIST CONCRETE PAVEMENT/WALK TO REMAIN PROTECT-IN-PLACE EXIST AC PAVEMENT TO REMAIN REMOVE CAST-IN-PLACE CONCRETE INLET (ALL DEPTHS) INCLUDING ANY APRON REMOVE EXIST PVC SD LINE (12" AND LESS IN DIAMETER) REMOVE EXIST RCP SD LINE ABANDON EXIST SD LINE CUT AND PLUG EXIST SD LINE CUT EXIST SD LINE FOR CONNECTION TO NEW LINE OR FACILITY REMOVE EXIST SD INLET OR CATCH BASIN PRECAST/CAST-IN-PLACE CONCRETE OR PLASTIC PLUG EXIST 12" RCP SD AT INLET EXIST TYPE B CURB INLET TO BE MODIFIED TO A STORM DRAIN JUNCTION STRUCTURE SEE IMPROVEMENT PLANS FOR DETAILS '36' SAWCUT EXIST WALK TO NEAREST JOINTS AND REMOVE EXIST CURB OUTLET AND CONCRETE '<!:::I SWALE 3 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 655J ' ' -----n,6ITIGN,r·r,£~PR:NlclMlli1Sl,ll£··-----l- 2 DEMOLITION ITEMS (CONTINUED);_ EXIST SD LINE TO REMAIN (PROTECT-IN-PLACE) REMOVE EXIST SANITARY SEWER MANHOLE ABANDON EXIST SANITARY SEWER LINE CUT AND PLUG EXIST SANITARY SEWER LINE ' ! CUT EXIST SANITARY SEWER LINE FOR CONNECTION TO NEW LINE DRAWING NUMBER SAFOJ PROOl.)CTS • NEW HOPE, MINNESOTA REOR_DER ~y PART NU~_E~ 6553 ---~t)$!110N t~Gl: IJf t'RINI ',N rt!I! '..tNE_;:~ --- @ @ @ @ @ @ @ @ @ @ @ @ @ @ ® ® ® REMOVE EXIST SANITARY SEWER LINE INCLUDING CLEANOUTS THAT ARE INDICATED OR NOT. EXIST SEWER LINE OR FACILITY TO REMAIN PROTECT-IN-PLACE ABANDON EXIST GAS LINE REMOVE EXIST GAS LINE AND ASSOCIATED APPURTENANCES CUT AND PLUG EXIST GAS LINE CUT EXIST GAS LINE FOR CONNECTION TO NEW LINE ABANDON EXIST WATER LINE AND ASSOCIATED APPURTENANCES OR FACILITIES REMOVE EXIST WATER LINE CUT AND PLUG EXIST WATER LINE CUT EXIST WATER LINE FOR CONNECTION TO NEW LINE EXIST FIRE HYDRANT TO REMAIN PROTECT-IN-PLACE EXIST WATER OR FIRE WATER SERVICE LINE OR FACILITY TO REMAIN PROTECT-IN-PLACE 2 I 1 NOTES: -----l I i ····-1· ----------1 I ----------1 '1 I ! I I I I I * ,/ C i I (/) ( 0 er) ~ Sl I r I ti < I .. - -----------· s 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY OR CONFLICTS. 2. CONTRACTOR TO ADJUST ALL EXISTING GATE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADys REQUIRED. 3. ALL UTILITIES NOT SPECIF/CALLY DESIGNATED TO BE ABANDONED SHALL BE 'frROTECTED IN PLACE'. SAID .- UTILITIES SHALL PROVIDlj! UNINTERRUPTED SERVICE THROUGHOUT CONSTRU9TI0N. 4. CONTRACTOR TO POTHOC.E AND VERIFY HORIZONTAL . AND VERTICAL LOCATIONS OF EXISTING FA Cl LI TIES AT ALL POINTS OF CONNECTION. 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WITHIN THE PUBLIC STREET AND PAY ALL CITY FEES. 6. CONTRACTOR SHALL COORDINATE WITH SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. MICHAEL WRIGHT 716-2624 7. CONTRACTOR SHALL PROVIDE TEMPORARY GATES AND FENCING AND SHALL RESTORE SECURITY TO ALL WORK AREAS AT END OF WORKDAY. 8. CONTRACTOR SHALL COORDINATE WITH CAMPUS SECURITY. MICHAEL WRIGHT 716-2624 1 [PERKINS :1, . -i, +WILL 617 We51 7th St., Suite 1200 Los Angeles, CA 90017 t 213.270.8400 f 213-270_8410 www.perkinswill.com t : Carlsbad High .. J . .! :l School '1 J ;t ' '. !: ' ' 'i . ~ l i f . 1 -~ New Construction I i Carlsbacl I I Unified School J ,-i ,,<• District 3557 Lancer Way Carlsbad, CA 92008 IOENTlflCATION STAMP DIV, OF THE STATE ARCHITECT OFFICE OF REGULATION SER VIC ES 1 04-110217 1 A,c------FLS --SS -- DATE ISSUE DATE Revision 1 Date 1 Job Number 77104-003 Drawn DJC ' ' ·-' ' -' SHEET 4 OF 33 DGW Title Sheet C-2.3 DSA APPROVAL [) C B ' ,.,.....,;.. ·, ._ ~-•--·-- 1 I I I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REOR~ BY PAA'l: NUM~ 6E_5_~ --"-~-f'Q&lfl(ltj !IJGl. Ill' Plllll'! UM THIS LIN(---•-- 5 ~ I I I I I I I I I I I I I I I I I I I I 5 ' ( ! ' : j I, , ' ' I ' . ' ·l - l ,,. -,- 1 -1-1-1-1 --- DRAWING NUMBER S6.FOJ PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NI..JMBEfl 6553 -----·-·--·--r,;&1110~ t~Gl <JI f~INt l)fj rn,s ~l;!J: .. -,.. -- 4 4 -· I- I • DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNEOOTA REORa;R BY PART NUMBE~ 6553- ··-~ .. "" fUSlllDII WGE Ill' PRINT i,11 THl5 L;lf[--.-- 3 .. 3 DRAWING NUMBER DRAWING NUMBER .Di:f~t? eot SAF-OJ PRODUCTS • NEW HOPE, MINNESOTA nrnnoo:; 8Y P/\ITT ~.1,.;i:-~ Gci'33 SAFCO P@UCTS • I\J_E,\IV HQPE, Mll\J~TA C1EUf<IJCaA llY •·N~T NUMl3[.A 6553 SAfOO PAOOUCT1 ~------111:UROLR av PART ~81:R 655:J -----,, .. _ fQ~l11~ ~uGt ur f-~INl lJlt TJtlt L,tf[........-------fUSlliOM ~Otl( Of rMI'! UN TJtlt UH£--,. ·-·---P'O~ll lilfj U/0( Of flllNf Qlll ntl4 UN£--,__,. GRAPHIC SCALE 0 20 .. ( IN FEET ) 1 inch =-40 ft. 2 1 I ·f·· I ,r::' . ,, . ,. '. PERKINS +WILL 617 West 7th St., Suit& 1200 Los Angeles, CA 90017 t 213.270.6400 1213.270.8410 www.porkinswill.co,n Carlsbad Higt1 School New Constructior1 Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 OfESS/ r/"" w. ~ ; -~/ C/VI\. OF CALI "'I' IOENTIFIC A !ION ST AMP DIV. OF Tl,E STATE ARCHITECT OFFICE OF REGULA1'0N SERVICES 1 04-110217 1 A,c---FLS ---SS --- DATE DATE Date 1 DGW Title INSPECTOR DATE I ' GRADING AND ~r-==-'::==_ 7::::=--==--==--==--==--==--==--==--=~--+ -==-1:::t=--=++ -==-T=:==--~r.:1=sH5:::EET~1~c~IT~Y::;:::::;O:;;:;F=c;;:::A:;:::;;R;;:::;;:L::;;:S;;:::SA:;::;D;;=;-.:;I ;;::;:;;;;;-ts.1 l DRAINAGE PLAN ::;;:;:;:;;:;:~~E:=NG~IN~E=ER==IN=G=D=EP==A==RT==M=EN==T==.:=::=:::=J :.J.t ... PD 08-06 KEY MAP CHS MODERNIZATION -NEW CONSlRUCTION PHASE GRADING PLAN 2 1 1-----+----+--------------+----+----+----i----i GRADING PLANS FOR: } OWG 457-9E : :i . !! SHEET 5 OF 33 J ,, . ' 1, :l';__:.J ttf'0 · [[i OWN BY: --,,.77-1 PROJECT NO. DRAWING NO. i!' i DATE INITIAL DATE INITIAL DATE INITIAL . ""J.. •· ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~ :r -"''-po oa-oa 457-9e: ,1 . : ~::..:._::1_~::..:::.::::..:....::.:=::...~---1.'.'.'..'.'.~~~~l=:::::::::::::=:::::::..======::=======-l .. ---=~~ -.,?t , Copyright O 2009 Perkins+Will :-.. .r·-' !" :-:·_:·~: _· - Sheet C-4:1 OSA APPROVAL • - 0 D C B DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER I SN-OJ PRODUCTS • NEW HOPE, MINNESOTA REQF!OER SY PART NUMBEa 6553 SAFOJ PAOPUCTS • NE\,\/ HOPE, MINNESOTA -' AE=OFIDER BY PART NUMBER 6553 -SAFCO PRODUCTS • NE'W HOPE, MINNESOTA nECROCR BV PART '•JU1\ IDER 6553 SAfC;Q PRODUCTS • N~ HOPE, MlNNE80TA SAFCO PRODUCTS. • NEW HOPE. MINNESOTA ---ro.~ma• !LIii( Of PRINI u• mis Clf!t----,---l'!!(IITll)fl Wij( !If l'lllliT ~~ rn;s LIIIE--, __ _ .lE'-,HLr<l·. -IT 'JIJ!vlULR 6553 REOHDLR 8Y F·AR'f NUM~ 6553 --·----·-·-'t- i -,,__ --t'OSlllUN Hl!i( <Y l'RINl OM f~II t,rtt---___ ,,_ ·-----·-· ~~.ir !. ; ... .If l'ollli1 Ok :iu, L,flt-·--·---.. --~-·--~~SlllilN f,Pli(Of P~IMI OIITH" L!lit-•• - I 5 '{ 1 ,198.6/ ~G , ' ,-..\ l . ,~ ' ~-- . I I FF 207.00 I 206.82 FS I , J - , I 206.82 f SE! DETAIL "A" 11-tlS SHEET 4 ~ -,,,_ ', J ', 0 FS) GROUND FLOOR WAY I ' H ' s I 198.76 FS 198.70 FS 198.62 FS A CH I ' I ! y c2,~~ ~L',, DETAIL 'A" SCALE: 1'~101 1 ST FLOOR FF 198.6 2ND FLOOR FF 207.8 2ND FLOOR WALKWAY CONNECT TO EXIST. STORM DRAIN FIELD VERIFY IE & LOCATION 198.6 EG I 198.6 EG I. BLDG FLR 198.6 EG 3 EXIST. PUBLIC UTILITY EASEMENT (DOC. 1991-0327822) TO BE VACATED PER DOC. ____ _ 207.8 EG) 2ND FLR I 204.7 EG) ', INT LANDI G 198.6 EG 206.98 FS BLDG 6100 FF 207.00 19 BLDG 7100 FF 207.00 ...------:: -\ 206.82 FS 206.98 ts 206.8 FS 206.98 FS 206.98 FS 206.89 FS 202.90 IE '\ \ 206.98 FS 206.98 FS 206.98 FS 06.80 TG 03.50 IE 206.85 FS I 203.00 IE 206.98 FS 206.98 FS 206.98 FS 206.89 FS 206.98 FS 9 206.85 TG -·-f-'=;:=~=ful;;::::;:;;=:=;i,;;;FI'H=i , 206.95 FS o5.95 S 202.80 IE l~'::'6 _~8'::"-fc::<-, A'f'.----'<?=-4-,-,-~ • ..-k~~~'.:tl ~I 9 206. FS _. __QNS ___ GB_ 06,80 FS 206.95 FS 206.93 FS ~""""'o+'I Fc,,,S 06.75 Fs ~-'--.-f---'----su+---.--__!4--1;"1-tr $!//!!'!!!l!LH--J..---!ii---:&m-•----'-··-. . --I l1a-ll!l/!121!1/J!ii!I/Ja!I/Ji!211ffilllimlll!21i!il211 -- RETAINING WALL CONSTRUCTION NOTES: STORM DRAIN CONSTRUCTION NOTES: @ INSTALL ±60 LF Of TYPE II WALL PER DET. 11/S-013 G) TOP OF FOOTING ~ 197.50 @ INSTALL ±25 Lf OF TYPE II WALL PER DET. 11/S-013 TOP Of FOOTING ~ 203.30 @ INSTALL ±54 Lf OF TYPE II WALL PER DET. 11/S-013 TOP OF FOOTING ~ 198.00. @ INSTALL ±26 Lf Of TYPE I WALL PER DET. 11/S-013 SEE SHEET C-6.4 FOR RETAINING PROFILE No. 8 @ INSTALL ±35 LF OF TYPE II WALL PER DET. 11/S-013 SEE SHEET C-6.4 FOR RETAINING PROFILE No. 7 (D INSTALL ±26 Lf Of TYPE II WALL PER DET. 11/S-013 SEE SHEET C-6.3 FOR RETAINING PROFILE No. 6 @ INSTALL :1:122 Lf Of TYPE I & II WALLS PER DET. 11/S-013 SEE SHEET C-6.3 FOR RETAINING PROFILE No. 5 RETAINING WALLS PER SEPARATE PERMIT 5 @ 0 @ @ @ 0 © Q) 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 ' 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 111TH SIDE INLETS/OUllLETS 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 18" SQ PRE-CAST CONCRETIE DROP INLET (CATCH BASIN) 111TH SIDE INLETS/OUllLETS 24" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 24" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 111TH SIDE INLETS/OUllLETS TYPE G CATCH BASIN PER D-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, C-7.1 6" PVC SD CLEANOUT PER SPECS & NOTE 7 Of SANITARY SEWER & STORM DRAIN GENERAL NOTES. IF INDICATED CLEANOUT IS TO BE CONSTRUCTED 'INLINE'. TYPE A5 STORM DRAIN CLEANOUT PER D-9, C-7.1 12" ROUND FLOOR DRAIN 9" ROUND FLOOR DRAIN 4 2 6.77 FS -- ® PROVIDE VERTICAL RISER FROM MAIN S.D. LINE ~ TO DRAIN (4" MIN. RISER) @ VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS If REQUIRED) @ HORIZONTALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS If REQUIRED) INSTALL 36" PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTIE NOTE 2, SHEET C-5.1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATIERAL IF REQUIRED) INSTALL 24" PVC STORM DRAIN INSTALL 18" PVC STORM DRAIN INSTALL 15" PVC STORM DRAIN INSTALL 12" PVC STORM DRAIN INSTALL 1 O" PVC STORM DRAIN INSTALL 8" PVC STORM DRAIN ----MATCH LINE SEE SHEET C-4)3 INSTALL 6" PVC STORM DRAIN INSTALL 4" PVC STORM DRAIN CONNECT NEW STORM DRAIN LINE TO EXISTING LINE, INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION Of STORM DRAIN LINE, SEE P-101.A, P-101.B, & P-101.C (ROOF DRAIN SIZE INOICATED) @) CONNECT TO EXIST. 2 1/2" ROOF DRAIN OULETS IN COLUMN @ 6" SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTIES NO. 5. @ TRENCH DRAIN OUllLETS 3 \ I I \ 206.98 FS 202.90 IE I 198.90 TC 198.40 f 2 206.98 FS 206. l'---''--~.+----''-su+,-----+---o ~-'~ Dd¾i ML~ GRAPHIC SCALE " 0 ' " ( IN FEET ) 1 inch ,. 10 ft. 206.98 FS 206.70 FS - \ oz FS 194.00 IE 202.18 FS 0 0 () PROP. WALL NI 202.80 TC "' 202. 30 FS 202.36 FS ----- 203.06 TC 202.56 FS i 202.50 FS ,~-_.,QA ING DOC 20l.45 FS -·---T -2J)_Ul_5± 202.7 FS 202.98 FS 202.78 FS 203.16 FS •202.96 FS 1 0 0 0 0 0 () 0 i xi w i ~ I g ~ ' , q I ' i (~ ' ' d ' C C C 1:1 ,----r·······················-·1 ! , I j I~---~~ I 0 () 0 0 0 0 0 I ' . \ ' PERKINS i . +WILL 617 West 7th St., Suite 1200 . i •• l{ . ·. i Los Ao:Ili~i~ii --,j · l www.per1dnswill.com : I r __________ _ : !t i Carlsbad Higt1 : tf. 1 School 4 '. :,\ nil .i New .-' ·:;, ', --I,~ ,,, _: :-}! :q _' .t; ·-~: 7r, ' , :J-, I _',A ·,i Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 j'.QfESS/ ~\. w. 'g' -No. 4 ,~ . lk tALI --.n ~--IDE-N-Tlf-lC-A-TI-ON-ST-AM_P __ _, . !: _ ·fj:-DIV. Of THE STATE ARCHITECT " orr,c E OF REGULATION SERVICES . i) I I .i\ 04-110217 . AC,--FLS --SS -- f L"'OA~T':_E ========:... .. · ft ISSUE DATE Revision 1 Date 1 · 0'1, I 1 ! · .. J! Sheet Information :tMttHtr .;:, iii. rn:: 12 1 • !~ -~~} Pate 11/03/2009 ~----11-A-S--B-LJ_!_L_T_" ____ -1> ,lJ: Job Number 77104.003 ·f:, Drawn OJC ·-;;cj-. --'----------,_·::r;·_ Checked RCE __ _ EXP, ___ _ DATE :i, ; 1'.i. Approved . t;r-I . ' . DGW Title REVIEl.'ED BY• INSPECTOR ·i GRADING AND [t====jJ=====Jtc======================================tc====::i::=t====:::i:::t======+=t==~=1Tl;::::;::::;;:;;:;-1 ::::c;;:r;;r;:Nr;::1N::;E~::;KN;:::G:;;~;:;:t::;fl::;:~:;;:~N:;;:~:;:A:;;:D::;-;:;;IA;:;TE:;;3 ;;:;-II rf PD D ~:~~~GE p LAN 1---+--+-------------+---+--+---+---t GRADING PLANS FOR: ij DWG 457-9E CHS MODERNIZATION -NEW CONSlRUCllON PHASE ·_ .. :'.~' 1 SHEET 6 OF 33 _-·-:«. ===--'=-=-='--- 1 2 1 GR~~ING PLAN ' /. i I ii . :.,,U...L>..,_-f£!'ra,"",,,"-L""I • -tll/lJLO !f l SEN OR CIVIL ENGINEER PE 41204 EXPIRES J 31 11 'DATE . • Ji ·. .•. . C-4 . 2 OWN BY: ~~-PROJECT NO. DRAWING NO. ,, · OSA APPROVAL 1,EN'.'.'.'.:'.~~~~::1ER'.'.._'.'.~'._N1_::~~:_•L __ _:R::_E:_v_:1s:1_::o_:N~o.:E.:s.::c_:R::_'P_:r_:10:.:N.:_ ___ L0:'.'.~'.'.'.A ;~AP~P~1 ;'.'.:~:~:L:_L L:'.:'.ATY~lE'....AP:'.:.'.:P~:'.:'.::'.1::'.~J.:=~=~=Ko=~=~=; =v="==-===P=o=o=s=-=0=6===-==4=5=7=-=9=(::::.J , f _l ____ ~~==-,-,--,c, L -:·. -1; Copyright@2009 Parkins+Will ' -~t;: Sheet l 0 0 C B ~ l[) • -tj- w I. :z--6 -_J i-1 I WI 0~ I-(/) <( ~w w (/) I I DRAWING NUM~ER ' I i 6AfCO PRCOUCT3 • NeN HOP!;: MINNESOTA , REOROE!l 8¥ PAAT NUMSER 8553 -·-r ·JSll I0°MWll£ ilf f~IIII tiN l 111i·l,>K •.• 206.98 FS I l -/..-r .73 Tel/. + RETAINING WALL CONSTRUCTION NOTES: @ ® <D INSTALL ±122 LF OF TYPE I & II WALLS PER DET. 11/S-013 SEE SHEET C-6.3 FOR RETAINING PROFILE No. 5 INSTALL ±20 LF OF TYPE II WALL PER DET. 11/S-013 SEE SHEET C-6. 2 FOR RETAINING PROFILE No. 3 INSTALL ±299 LF OF TYPE I & II WALLS PER DET. 11/S-013 SEE SHEET C-6.2 FOR RETAINING PROFILE No. 4 RETAINING WALLS PER SEPARATE PERMIT 5 I DRAWING NUMBER 6AFCO PRODUCTS • NE\N HO~. MINNESOTA REOflOER BY PART NUMBER 655:J -~---~.,. ...,......_,,.. !'Offlll)ll ,OOE or ~Hf ON T\!lt-ll!«-- 4 206.98 FS STORM DRAIN CONSTRUCTION· NOTES: G) 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) @ ® @ SEE DETAIL 1, C-7.3 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 18" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS 24" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 24" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS TYPE G CATCH BASIN PER D-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, C-7.1 6" PVC SD CLEANOUT PER SPECS & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES. IF INDICATED CLEANOUT IS TO BE CONSTRUCTED 'INLINE'. TYPE A5 STORM DRAIN CLEANOUT PER D-9, C-7.1 12" ROUND FLOOR DRAIN 9• ROUND FLOOR DRAIN I 4 I DRAWING NUMBER SAfCO PRODUCTS • NEVv HOPE., MINNESOTA RgQRIJ;A BY PART NUMBER 6553 -=-""' ~l'OSITIOJ ,-ll!;f: Of Plllllf OIITIIIS-UME-- I 3 DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE, MINNESOTA AEORCEH BY PART NUWtBER 6553 -~ --l'OIIITIONW!lfllfP,iHT-tlttT-ttlH'.OC--,,. ---- I 2 DRAWING NUMBER SAfCO PRODUCTS • NEW HCPE, MINNESOTA _ -~fl~A ay PART NUMBER 6!;i:;i3 --,...,. -,---·/"';. •ll)ll!.OG(ilfrP-illlilflHl:f __ ,:!·----- 206.98 FS\ I I . i,i: IT! -- 1 / I I -- 202.98 FS r, '\_ • 202.78 FS ~ 203.16 FS •202.96 FS \ I/ 1 ' I i I I •1 , I /\ i I ' CITY AQUATIC CENTER NIC i' . ;· . .: \· ., f' ; ·: j i .·: t ~;),: I. ; • ·c:: :· ;.; ... ' I . ' i . j ' : i ,----------------....11: ' @ PROVIDE VERTICAL RISER FROM MAIN S.D. TO DRAIN ( 4• MIN. RISER) LINE INSTALL 6" PVC STORM DRAIN INSTALL 4" PVC STORM DRAIN "AS BUILT" GRAPHIC SCALE ~ @ VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) HORIZONTALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) INSTALL 36" PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTE NOTE 2, SHEET C-5.1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATERAL IF REQUIRED) INSTALL 24" PVC STORM DRAIN INSTALL 18" PVC STORM DRAIN INSTALL 15" PVC STORM DRAIN INSTALL 12" PVC STORM DRAIN INSTALL 10• PVC STORM DRAIN INSTALL 8" PVC STORM DRAIN I CONNECT NEW STORM DRAIN LINE TO EXISTING LINE, INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION OF STORM DRAIN LINE, SEE P-101.A, P-101.B, & P-101.C (ROOF DRAIN SIZE INDICATED) @) CONNECT TO EXIST. 2 1/2" ROOF DRAIN OULETS IN COLUMN @ 6" SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTES NO. 5. @ TRENCH DRAIN OUTLETS 3 I 10 • • RCE __ _ EXP, ___ _ DATE ... , ( IN FEET ) 1----------------....I ' . ' 1 inch ,,. 10 ft. REVIE\./ED BY• ~1-===-==++ ===-==r=i-===-===-===-===-===-===-===-===-===-===-===-r:t=_ ===-r:t=_===_rt=_ -==-rt=_ -=JS! ~sH::;i;;,ET~l1;1:;;;;;T~Ec~~□:=R:;o;:F;;=C;;:A::;:;;R:;:L:;S;;B;:A;::::;D~o;:;:;;;::;;e:;;;;T::s:rl·•: . ;;;;:;;:~~~E;:N:;G~IN;;E::E:::Rl::::N:::G:::'D:::E:::P:::AR:::T:::M:::E:::NT::==='-::=3=3;:;.;::! , i f----jl--+--------------_,,je-----1---1------+------l GRADING PLANS FOR: , [ , : r . CHS MODERNIZATION -NEW CONSTRUCTION PHASE .. .. GRADING PLAN •· • ·,.-r 1---+----1-------------1---1---1---1---1 I APP~~D:t"~ VAN J!'1lL.. . ~ltq/k), ,.! i-------ii----t-,.---------------jl---+---l-----+-~ l~L ENGINEER PE 41204 EXPIRES 3/31/11 'DATE ·' i----;:-:-=+=,..+i"=-'-------------1--+---1---l---1 ~~~= -=~ =_=_~';==~~~~=~~~~ ... DATE INITIAL ,__D_ATE~~IN_ll1_AL__,_~D_A~TE~_IN-'-ll1-'-A~L_, g:D BJ~: (J.,.,,.,J;,__ PROJECT NO. DRAWING N9. , ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL RVWD BY: PD 08-06 457-9£ 1-.. =:..:::....::.::::i_ _____ .:...:.__:____~~~~:::'.::_l=::===:~:::::::::::::::::::::::~==~· -_,,, 2 I 1 I PERKINS +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 t 213.270.8400 1213.270.8410 www.perkinswiH.com Carlsbad High School Ne1N Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IOENTlflCATION STAMP DIV. Of THE STATE ARCHJTE.CT orr1c E OF REGULATION SER VIC ES 1 04-110217 1 AC:--FLS --SS -- DATE ISSUE I DATE I Revision 1 Date Job Number Drawn Checked Approved Date 1 Sheet Information 1110312009 77104.003 DJC DGW Title GRADING AND DRAINAGE PLAN PD 08-06 DWG 457-9E SHEET 7 OF 33 Sheet C-4.3 DSA APPROVAL Copyright O 2009 Perkins+WiY 0 C 8 + DRAWING NUMBER SAF0J PROPUCTS • NEW HCPE, MINNESOTA nEORCUI BY PAf!f NUfvIDC-R 655:J- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPI!, MINNESOTA nEOJ1DER 6Y PART NUMm.:A 0553 DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER ---1--··-------~-rusmollEOi;l(Jlf81N1UIITl!ISUIIE---·-----~ ---~-r0$111QK fl,l{i(IJI" r~IIITONTHll>-INi.-· -,---,,•-·-~ -· --~ 6AFOJ PROPUCTS • NEW HOPE. MINNESOTA , lE:Llf'lDEA SY PN--ff NUlvlOl:.R b':,:)3 SAfCO PRODUCTS • NEW HOPE, MlNNE:CT~ I !Ell !UlFl 8Y ri>.RT tJUMLSLR g:,:,3 S/IFCO Pnooucrs-• NEVV I IOPE, M11',Nf::SO~A I 11::UHDlR 8Y U,HT NlJMU(:;.Fl 6553 ' SAfCO PAOOIJl.15 • ~ HOPE, MJNNE$VTA, HWl,DER BY PART NUMOCA 655:I I 5 RETAINING WALL CONSTRUCTION NOTES; ® © @ INSTALL ±57 LF OF TYPE II WALL PER DET. 11/S-013 TOP OF FOOTING = 199.00 INSTALL ±44 LF OF TYPE I WALL PER DET. 11/S-013 TOP OF FOOTING = 205.60 INSTALL cl:37 lF OF TYPE II WALL PER DET. 11/S-013 TOP OF FOOTING = 199.00 INSTALL ±5 LF OF TYPE I WALL PER DET. 11/S-013 TOP OF' FOOTING = 199.60 INSTALL ±46 LF OF TYPE I WALL PER DET. 11/S-013 TOP OF FOOTING = 199.50 SEE SHEET C-6.4 FOR RETAINING PROFILE No. 9 \ \ I \ \ I 195.70 FS 198.72 FS 194.00 TG\ I \ 189~ Os~--- -':f=",,,V..:~ H ST " 196.7 EG) -· . ··--;----~,~ "--ll__/ L. 4.00 TG 189.20 IE / --~--:J _r /4 -! ! --l)Jj,1/ I I STORM DRAIN CONSTRUCTION NOTES: G) 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 'MTH SIDE INLETS/OUTLETS 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1; C-7.J- 18" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 'MTH SIDE INLETS/OUTLETS - 24" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 24" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 'MTH SIDE INLETS/OUTLETS TYPE G CATCH BASIN PER D-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, C-7.1 6" PVC SD CLEANOUT PER SPECS & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES. IF INDICATED CLEANOUT IS TO BE CONSTRUCTED 'INLINE'. TYPE A5 STORM DRAIN CLEANOUT PER D-9, C-7.1 12" ROUND FLOOR DRAIN 9• ROUND FLOOR DRAIN 5 4 198. EG ... 198: EG 199.00 FS FS ·•--~-• -_,,. ·· fU!ll]li;ol lPiil (If i'Mlt all THI$ U!C-~ ------in1m,011·rli( llf r~INt UM [I!;$ Li1'--·-- 3 MATCH LINE 2 SHEET C-4.2 -..... EG}--.7 / . • .... _ // R~~"B' _0,f).~ ---~~ . WALL ' dJ' :• .IE--'x/ <//pc-=/lt1) ',, -------.. --rus1110N~Oi;[(IF~INlUMfHIIUNt-- 1 I \ , I '·, I \ I __,.... ·•---!'OSITIOfl Wlif: (lf HIINT /i,iTHI& U14E.-·- BUILD 5100/5200 FF 207.00 l ' . r, .,, I j _:.L.: j t :,._; )",>: ' . : PERKINS +WILL 617 West 71h St., Suila 1200 Los Angeles, CA 90017 1213.270.8400 I 213.270.8410 www.perkinswill.com 00.10 rw 200. 20 re'--. 199.70 FS 200.45 •FS I 1 Carlsbad High School NeV11 Construction I I 196.5 --·- / / ' -----.. ', / . / "' X / .. -- I -.. : I - 99.62 FS - 1-}x/" 9,1;4 S '\ '\ '• 200. ~ TC 200.05 @_ __ sr-,r-----s,,--------y-,,f"----+c,-----;:,r--~c--r-s.:,r--c-,t--1' I / , / // , '" / 21 ~, V • -• -// /" /,/• •:?Oo.oo\. ( "' • -· , '-... '-... ,/ oo::> E -2 1.50 2 1.00 2 5 i ' {\ I \ ;201.25 F \I / I 206. 206.5~ FS 1 7.60 23 5 FS 206.98 FS 206.93 FS 29 4• 206.78 dE I •• 1t::;z;~-=-+i'£4-_.,.-~¥=sll__.- 206.73 FS ='"-'--"<-.--~1t--s- 20 . 4 207' 4 C 206. 4 S 207.1 / 207.2 I TC Ol-./'F===F-===l=:::':J 206.7-IF" -- I BUILD 5000 FF 207.25 207.23 FS 207.23 FS I I j -i Carlsbad '' j ; Unified School . l ' -1 ' District 3557 Lancer Way Carlsbad, CA 92008 -l .----------. IDENTlflC ATION ST AMP DIV. OF THE STATE ARCHITECT OfflC E Of REGULA !ION SER VIC ES I 04-110217 1 AC,--FLS--SS -- ,, · -l.:'.:DA:;.TE:....::========.l 1/2% M X All "G"' DIREC ONS / li~r-+·--r-SD --"<---,<--+---.-+""'-SD1,<--,(/J;,-. ---'"s:----c/--i--SD-1-,.,,._...,,_ ___ -",,--;rs --.--j...O.E--,,&.---,!s -:7''--tr---t--¾H-:,,a,<...- 192. IE 200.0 EG) (200.2 EG) @ PROVIDE VERTICAL RISER FROM MAIN S.D. LINE TO DRAIN ( 4" MIN. RISER) ~ VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) @ HORIZONTALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) i INSTALL 36" PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTE NOTE 2, SHEET C-5.1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATERAL IF REQUIRED) INSTALL 24" PVC STORM DRAIN INSTALL 18" PVC STORM DRAIN INSTALL 15" PVC STORM DRAIN INSTALL 12" PVC STORM DRAIN INSTALL 10" PVC STORM DRAIN INSTALL 8" PVC STORM DRAIN I 201.3 201.20,rs::Al_ ==a! /j ~-~ @ 2 26 INSTALL 6" PVC STORM DRAIN @ INSTALL 4" PVC STORM DRAIN 23 . @ CONNECT NEW STORM DRAIN LINE TO EXISTING LINE, INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION OF STORM DRAIN LINE, SEE P-101.A, P-101.B, & P-101.C (ROOF DRAIN SIZE INDICATED) @) CONNECT TO EXIST. 2 1 /2" ROOF DRAIN OU LETS IN COLUMN @ 6" SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTES NO. 5. @ TRENCH DRAIN OUTLETS 4 I 201.3 - . ' ' . CH ---. - SPECIF A-TIO S ---------·----·-:-~ -----·-CIS---------- 1 _ . _ SD I 20 .38 FS 201.38 FS ---MATC LINE 194.80 IE SEE SHEET C-4.6 GRAPHIC SCALE " 0 ' 10 ----( IN FEET ) 1 inch =-10 ft. 3 I I I ..f 1 . . 1 : i i ' . i ; r.l N~a~1--~1s=s-u=e--~D~A=Te~] -·i:" :.. Revision 1 Date 1 -i:'.: 1 J< ·j -----::,:-.,.-,--a----,,--' Sheet Information ·,(· · l Data 11/03/2009 i -,-,-,--,---------,--.;._ _ _...,.__....,__......, __ .,_ _ __,_ __ -I Y-i Job Number 77104.003 11 AS B LJ IL T 11 f 1 -o,-aw_n ________ DJ-C RCE __ _ EXP, ___ _ DATE +:: -C-he-ck_e_d _______ _ 'J:, "' ' : ' s 't.' J ;-. j F: .! Approved DGW Title 1-R_E_V_l_E_\I_E_D_B_Y_, -----------.. A j -,. ' ; , INSPECTOR DATE C l •1----=i~=i===========i~=+==i===i==ir;::::;:;:;;:;-',::;;:;;;:;::;::::::;:;;=;;::;:::;;:;:;:;::;;:::;:~I ~$ I 1 ': l----+------+----------J--+--r----t------t----ll SH8EET I CITY OF CARLSBAD 1 i ENGINEERING DEPARTMENT 3 ; __ •• _-_ ' l-----+---+------------+---+---+--+-----1 ~~;:,::;;:;~~:.s==============='--'==~ 1 GRADING AND DRAINAGE PLAN PD 08-06 DWG 457-9E r;.-1 • J--------jf-----+---------------------jf------+---J--------jf---------1 GRADING PLANS FOR: T l DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 2 CHS MODERNIZATION -NEW CONSlRUCllON PHASE GRADING PLAN SENIOR CML ENGINEER PE 41204 EXPIRES 3 31 DWN BY: CHKD BY,-IJ!~~~- RVWD BY: 1 PROJECT NO. PD 08-06 1./1-,/io 11 DATE DRA'MNG NO. 457-9E f , SHEET 8 OF 33 ' ' i Sheet C-4.L~ OSA APPROVAL :. : f -------::-Co-py7rigcchl7@=200=97p,-,fi<j,-.n,-,,w"",u -, . t , .: ·, -,l , 0 D C 8 ' 1: I I I DRAWING NUMBER SAFC0 PRCXJUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUM~ 6553 ···=-·-------rO~ITIUM H>til (If l'lt!Nf JI nu, Utll--------- I"--• ._j- w I zU 5 5 206.87 FS (~---~\ ,.-~ r \ -I- I NIX I '° ~ \ 208.49 F3 \ .. ll-· ~208.1}{s 23 DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE, MINNESOTA f!EOR~ SY PART NUMBER 6553 -_,-"1JSll!UNt~(!(Ofr~ittl<)ll:H1IUHE~--·--- 4 ---MATCH LINE SEE SHEET C-4.4 f FF 207.25 207.23 FS b---777'7"""",,r:T77777'7"""",,r:T77777, 201.50 IE 208.63 FS 208.40 FS BLDG 5000 FF 208.65 - 208.35 FS 208.63 FS 208.63 FS (208.67 FS) CULTURAL ARTS CENTER FLOOR 208.7 NIC 4 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AWRc;e:'1 BY PART NUMBER 6~53 -fJ~1:1u• ~UGt (lf l'RIMT u• 1Hlt L.!IE--.- 3 -~f'-llr/1H:29 29,)--H-/-Q-Hl,----A--+-1--✓1 4" 4" 18 ' \ 24 206.93 FS ,-~·· ~-----·- DRAWING NUMBER SAFCO PRODUCTS • NBN Hc»='E, MINNESOTA REOFI_D_ER BY PART Nt,J~ Q5B.J ----fD51ll0k Wat: <I' n,NT Ok lHII LINE-,. -•-·- ; ( i ----~ 2 DRAWING NUMBER SAFCO PRODUCTS • NEl/lf HOPE, MINNESOTA REORCER BY PART NUMBER 6553 --·-··---·-··-~ l'\l~lllQk ~p(l(Of fRINl t;I ttt1S L11ft-,-. -_,,_ I 1 RETAINING WALL CONSTRUCTION NOJES: @ ® ® INSTALL :1:21 LF OF TYPE I WALL PER DET. 11/S-013 TOP OF FOOTING ~ 206.20 INSTALL :1:124 LF OF TYPE I WALL PER DET. 11/S-013 SEE SHEET C-6.1 FOR RETAINING PROFILE No. 1 INSTALL :1:63 LF OF TYPE I & II WALLS PER DET, 11/S-013 SEE SHEET C-6.1 FOR RETAINING PROFILE No. 2 RETAINING WALLS PER SEPARATE PERMIT 'I 'lllllffl! !1 , , i l PERKINS +WILL 617 West 7th St., Suite 1200 Lot Angeles, CA 90017 t 213.270.8400 f 213.270.8410 www.perklnswill.c,om i _.,/ 207.23 FS ,. •--•-••' ,w,w••""' "'"'_., ;.. .. -. __ ,\ :-i 206.78 TG Carlsbad High School New Construction (- \ -\ ~~ \ 207.23 FS \ \ \4, LANDING 2 MAX ALL D ECTIONS / 07.01 ( 2 8.63 FS , ; 207.15 FS i 207.15 FS ·----/ ---- 206.9 FF 207.00 206.98 FS 206.85 FS 206.95 FS 206.95 FS 206.98 FS ~ I 00 \ \ EXISTING EASEMENJ> · -~ DOC. 80-410413[ TO BE ABANDONf:D PER DOC. ····· 1···· ...... . I I --,~-"---~ I ,._ ,. ' 206.98 FS t") .. ._j- w I 206.98 FS ( Z O I i _J I-- EXISTING EASEME~T ::r: w I DOC. 1991-0327 22 W •.•. IO_J/E ABANDOJ,1 D 0 PER D◊'C. __ .-___ f--I <( if) . -, • ._ 206.98 FS \ ·-...... \ 206.90'FS.. 2W w if) "'-.. . BLD<r 5100 I I g LANDING -,;--II'-_ .,.; ~-+-1r20~6-~1o~F_s FF 201.00 210.10 FS g .,.; 210.15 °FS 11 211. 2 F I 21 .117 F B ---r-,~ --- G 1 07 21 .26 FS 2 2.62 TC 21 .12 FS __ .2t _91 TC ONSITE ONSTR CTION 212.41 FS PER DS #04-1!0217 203.00 IE 206.70 FS 206.90 F FS 3") 0 FS I 204.00 IE / 1·· - 212.12 FS I I ~-,~---._, 21:M FS 212. 5 FS I 212.52 FS 212.30 FS /. __ ···--···---\. __ . -. GRAPHIC SCALE " 0 • " ( IN FEET ) 1 inch = 10 ft. STORM DRAIN CONSTRUCTION Norgs: G) 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 @ 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) Will-I SIDE INLETS/OUTLETS 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 18" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) Will-I SIDE INLETS/OUTLETS 24" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN} SEE DETAIL 1, C-7.3 24" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN} Will-I SIDE INLETS/OUTLETS TYPE G CATCH BASIN PER D-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, .C-7.1 6" PVC SD CLEANOUT PER SPECS & NOTE 7 Qr SANITARY SEWER & STORM DRAIN GENERAL NOTES. IF IN()ICA TED CLEAN OUT IS TO BE CONSTRUCTED 'INLINE'. 8 TYPE A5 STORM DRAIN CLEANOUT PER D-9, C.-7.1 9 12" ROUND FLOOR DRAIN 10 9" ROUND FLOOR DRAIN 11 PROVIDE VERTICAL RISER FROM MAIN S.D. LINE @ 3 TO DRAIN ( 4• MIN. RISER) @ VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) @ HORIZONTALLY DEFLECT STORM DRAIN LINE (PR0\1DE BENDS/FITTINGS IF REQUIRED) INSTALL 36" PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTE NOTE 2, SHEET C~5.1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATERAL IF REQUIRED) INSTALL 24" PVC STORM DRAIN INSTALL 18" PVC STORM DRAIN INSTALL 15" PVC STORM DRAIN INSTALL 12" PVC STORM DRAIN INSTALL 1 o• PVC STORM DRAIN INSTALL 8" PVC STORM DRAIN INSTALL 6" PVC STORM DRAIN INSTALL 4" PVC STORM DRAIN CONNECT NEW STORM DRAIN LINE TO EXISTING LINE, INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION OF STORM DRAIN LINE, SEE P-101.A, P-101.B, & P-101.C (ROOF DRAIN SIZE INDICATED) @) CONNECT TO EXIST. 2 1 /2" ROOF DRAIN OU LETS IN COLUMN @ 6" SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTES NO. 5 . @ TRENCH DRAIN OUTLETS 'j I . '! i ;, ' ' , 'i ' I : i i . r ,; ' ' l ' Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IDENTlflC ATION ST AMP DIV. or THE STATE ARCHITECT OfflCE OF REGULATION SERVICES 1 04-110217 I AC--fLS --SS -- DATE !· . ; I NO I ISSUE r ~ Revision 1 DATE Data 1 , ' i i, i 1' I -r Date Sheet Information 11/0312009 ,-----------,-, ------1;· ·;; Job Number 11 AS BLJIL T11 ' ; Orawn 77104.003 RC[___ EXP. ___ _ DATE REVIE\v'ED BY• Checked Approved DJC DGW Title GRADING AND DRAINAGE PLAN PD 08-06 DWG 457-9E SHEET 9 OF 33 Sheet SKI i . f/!4/lo i 1---t---t,,----------------1r--t---r--i--"1 ~SE;;N;;IO;":R;;;C;:IVl=L=EN=G=IN=EE~R;::::P=E=4=12=04:::::::::E:':XP:::l:::RE=S'=3=· :i:3=1 ~ll~=D=A=TE=::;:,: i j --1 DWN BY: PROJECT NO. DRAWING Nd. • i DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:-w.~-PD OS-OS .,..7_9E i j C-4.5 DSA APPROVAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: .._, 1 ' r=::::_::J__~:__:_:::-=--:.:.:____:_:_:_:_ _ _r::~~=-=:::::::.:.:.1====:::::=:=:.::=======:::::;::::::======::.J'. ' Copyright O 2009 Perkins+Will 3 2 1 ,-" I DRAWING NUMBER SAFC:o PRODUCTS • NBN HOPE, MINNESOTA R~OFIDEA av PART ~-t.181;R 6_553 ·, ' -------f'0$1T1Qflt(",i(IJffR1N,lllllHllliH£...:.....,.. -~----'I--- I D C a I 5 ' " ·-' -"" "" t· -·-"" -,, (193.21 FS) 0 FS ----MATCH LINE SEE SHEET C-4. 8 RETAINING WALL CONSTRUCTION NOTES; <D @ INSTALL ±26 lF OF TYPE II WALL PER DET. 11/S-013 TOP OF FOOTING ~ 193.50 INSTALL cl:12 LF OF TYPE II WALL PER DET. 11/S-013 TOP OF FOOTING ~ 197.40 RETAINING WALLS PER SEPARATE PERMIT STORM DRAIN CONSTRUCTION NOTES; 0 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 'MTH SIDE INLETS/OUll.ETS 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 18" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 'MTH SIDE INLETS/OUll.ETS 24" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 24' SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) 'MTH SIDE INLETS/OUll.ETS TYPE G CATCH BASIN PER D-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, C-7.1 6' PVC SD CLEANOUT PER SPECS & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES. IF INDICATED CLEAN OUT IS TO BE CONSTRUCTED 'INLINE'. TYPE A5 STORM DRAIN CLEANOUT PER D-9, C-7.1 12' ROUND FLOOR DRAIN 9• ROUND FLOOR DRAIN PROVIDE VERTICAL RISER FROM MAIN S.D. LINE TO DRAIN ( 4• MIN. RISER) VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) HORIZONTALLY DEFLECT STORM DRAIN LINE (PROv1DE BENDS/FITTINGS IF REQUIRED) INSTALL 36' PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTE NOTE 2, SHEET C-5.1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 = 4.75% 5% MAX I I I ,., .. -cs DFlAWING NUMBER SAfOJ PRODUCTS • N£vV HOPE, MINNESOTA REORDE;R 8¥ PART NUM8F.R 6553- ---~ -Pl)illlOK w..a fl rttlMT (II 1~11 l111:E--.-. ------- 94,71 (.). V) ~ -- 4 195.48 F I I I BUILDING 2000 DRAWING NUMBER SAfOJ PROOUCTS • NBN HOPE, MINNESOTA REORDER BV PA.9T NLJ,1.,-'IBER 6553 --------__ ,, __ -f~$1Tu)KePlifuf~~ll11!.lt.rnlluttE:---- ) Cl ,_,,._,,. (/) Cl V1 0 'fl 3 / I ! ! <11 il 11 ' I 1201.2 FS P1, /' ii ..... ./ ! I, 204. 203,5 /1 2 // i I 201.S3 FS l i ii / •201.1 TG / j 195,7 IE ! ' I / 195.! IE I n 19 \7) I I r-----.. I I / I t==/=:::il / ;' --········ .... _. 7 2% MA 200.05 TC 199.55ifS 199.86 TC 199.36 FS 19 L. --t.= --~Ii ··--J -----,--------------5:·:;~-,-98~: 1?9.'03 FS! .. 1 L....... I~"'-"=--'({' 196.57 TC = = f ---------•""" I ~ I N = == ID "' = 196,69 TC 196.19 FS = 5% MAX == = TRAF IC DOTS ER CAL ANS STD 20A, T A (TYP) . 98.57 FS , DI GB 198.61 '" 198.40 ~-1. PLANTING r·, 198.90 FS WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATERAL IF REQUIRED) 000000000000 00000000000000 00000000000000000000000000000 + INSTALL 24" PVC STORM DRAIN INSTALL 18' PVC STORM ORAIN INSTALL 15" PVC STORM DRAIN INSTALL 12• PVC STORM DRAIN INSTALL 10' PVC STORM DRAIN INSTALL a• PVC STORM DRAIN INSTALL 6" PVC STORM DRAIN INSTALL 4• PVC STORM DRAIN CONNECT NEW STORM DRAIN LINE TO EXISTING LINE. INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION OF STORM DRAIN LINE, SEE P-101.A. P-101.B, & P-101.C (ROOF DRAIN SIZE INDICATED) @) CONNECT TO EXIST. 2 1 /2' ROOF DRAIN OU LETS IN COLUMNI @ 6' SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTES NO. 5. @ TRENCH DRAIN OUll.ETS 5 195.55 FS --- 4 ------MATCH LINE SEE SHEET C-4.8 3 DRAWING NUMBER SAFCO PROOUCTS • t-JEW HOPE, MINNESOTA nrnnorn S'f PART NUl,~nrn G553 -ro:m1ukWiilllr111~lvllllt1S\.liK·-··,.. ·--------- MATCH LINE SEE SHEET C -- 2 4. 4 201.38 FS - DRAWING NUMBER 5AFCO PRODUCTS • NE\/'J HOPE, MINNESOTA HE{J[>OlR BY F'ART NUMBffi 6~t5J --'i ~-,............ ·----~ -·------•----~rom1u1wllt~rR1~()fllltl!Liffl'.-·-•~----_____ _____.. ----- 1 I I l ~1~8f.~k1~ER •.• .-' ' .• ' 10 of 33 SAFCO PRODIJCTS-• NFW , · 'fA- 111:ornxJ'I GY 1·wn NUMB£;~ 65~:J -----f'O~IIIHW!;t(JfP"lkTUUH.liflll--~--------'i -•---•-·- 1 -201.38 FS I \ PERKINS +WILL 201.38 FS 201. 0 I'S -l / fl] n --------_______________ ,, ____ ...•. -------------------... : .::t) 201.20 FS ~1. ts I I :;'_ " ) 617 West 7th St., Suita 1200 Los Angele1, CA 90017 1213.270.8400 I 213.270.8410 www.perkinswill.com Carlsbad High School New Construction __ , .. ,-··""'"""I'''' 201.38 FS .o, 196.00 IE I _II II 201,38 FS 196.50 IE BUILDING 4000 FF 201.40 ' 4 201.38 F / , 95,30 IE 191.60 IE 201.38 FS I 195.00 IE 201.38 FS i 21 I , ·~ ' i C.1 ,,0 201.09 FS 201.04 FS I 200.70 TG 193.00 IE 201.05 FS 201.00 FS i i EXISt. :wALL . i I I I I Carlsbac:I ! Unified School . ,. ' . i ' i . :•·, ' ·' ' \ '. !, I • f ' .. I l ' . ·i ' 0 ; 1 District 3557 Lancer Way Carlsbad, CA 92008 11',0fESS ' rj-" '/1, ~ ;i No. ,..1,~ FF 200.07 I~ ,-J i/i 195.30 IE 00.05)S 199.75"°TG 19 .85 FS 198.90 FS 199.72 FS PLANTING -- 201.03 FS 200.04 FS l ! -----·----+----.... ;-----·------"' L':::~=:;:z;f I . 201.38 FS 194.50 IE OUTDOOR PLAY AREA ! ! ' ' 2~l;;s; 201.48 FS r", ·--{/; ! ~-- 202.02 FS 201.03 FS --r-.-". -~-1~9=2-=7=0~-jE-··--· 201.83 FS 200.93 FS 5% MAX 201.71 FS • " ' I ~I I I SD 19 i ' ·•,· .. ' '~I N~a~1c----,1s~s~u=e--'""'□"'A'°'TEc-- 4.63% Revision 1 Data 1 -5% MA I 199': FS I -------··--·-202.12-TC -GS-··~·--.. -·.-.. __ .-· OS---' 0000~~000 199.53 FS ~ ~. 200.53 TC 200.03 FS 000000000000 201.56 TC 201.16 FS \ '~,, 201.62 FS ~ ·· - o o o o o o a ~--o ~? ~!a o o o o o o o o a o o o o o o o o o o o o o f ' :·.,, ! . ' - 199.93 FS ---- 201.81 TC 201.31 FS -h -- 201.50 FS --9BUILT9 ----- RCE __ _ EXP, ___ _ DATE REVIEVED BY• :· --L . i- i J ·:· . -1 Date · :. Job Number Drawn · -Checked . Approved Sheet Information 11/0312009 77104.003 DJC DGW Title INSPECTOR DATE i GRADING AND [I-= -_=j '=-= -J--l= -=-= -=-= -=-= -=-= -=-= -=-= -=-= -=-= -=-= -=i--i= -=-= -++= -=-=:: T=-= -=-tr=_=: -T.l=o~I ;:::C;;;I~IN~r=INE::;:~R::;;:rN=G::;:~E:;:1::;;:fl::;:::~s:;:;:EJ3:;:;:TA::;:D~l;:;;;::;;;3;:;;;:;11 f l PD D~:~!GE PLAN 1---l---1-----------------l---+--+----l---1 • ' l---+--+-------------+--+--+---t----1 GRADING PLANS FOR: · .. ,, DWG 457-9E CHS MODERNIZATION -NEW CONSlRUCllON PHASE 'SHEET 10 OF 33 GRAPHIC SCALE GRADING PLAN ' : l • AP'»)'._EDy~A~I t,Jil/4 .. ! . Sheet 10 0 • 10 ( IN FEET ) 1 inch =-10 fl SENt'RciVIL ENGINEER PE41204 EXPIRES 3 31 11 DA TE · i ' i C-4.6 DSA APPROVAL OATE INITIAL DATE INITIAL DATE INITIAL g;:D B~~,(/,J. PROJECT NO. DRAWING NO, '' I ~E:'.'.NG'.'.'.IN:E~ER~OF~wo::R•1_ __ _:_R:_:E:_:V_::IS:l_:O~N-D::_E::_S::_C:::,:R_::l:_P_:.Tl~O~N:_ __ _Jl::o~rn:'.:E~R~Af''.:'.P:Ro:'.'.v::AL:_1~C1:'..TY'..'...'.Af':.'.:'.PR:'.:o::'.vA:'.:L-1..'.::::R::'::VWD=:::j:B::Y=: ===--'===P=D=0=8=-=0=6=='.::::=4=57=-=9=E:=.J! • ! ----~~==.,,..,.,_..,,,., l Copyright O 2009 Perkins+Will 2 1 .. : ; : -l . i, t · :'l!']i1111m11li .. ,.11 .. ' DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER I ----'I--~---- SAfCO PAOOLCTS • NEW HCF'E, MIN/\tESOTA REORDEfl BY PART NUMBER 6553 --• --fflSITTOII fDII[ Df l'!IIIIT OIi THI! UNI:-...---·· --- SAFaJ PRODUCTS • N8N HOPE, MINNEOOTA REORO;R BY PART NUMBER 6553 -=-·.:....c:..;.;,. -· rOSlll~W ~p(I( llf r~1Nf ijjj"flill L.rti;___,.. ·-··--·-·---'\ ----------- SAFCO PRODUCTS • NEW HOPE. MINNESOTA REORO__fA BY PART Nl.)M~ 6553 --• ·• -CUSITIOk f.U\;l llf .-~IMT u~ THIS liilf:-------~ SAFCO PRODUCTS • NEW HOPE, MINNESOTA RE~ 8¥ PAI-IT NUMBER 655:1 SAfCO PRODUCTS • NEW HOPE, MINNESOTA Rl.=OllOEFI 8Y rART N'.Jl,"'861 855'.J • - 1 D C B l I I I I = = 5 - 0 0 205.44 TC 0 204.94 FS 0 o---- -~----····-··--· __ ..... -··-----· 0 204.87 FS/g 0 0 0 0 0 0 0 0 0 205.77 TC o 205.27 FS o 0 _ __..,-,,-... <i== 205.16 FS1 TRAFFIC DOTS PER CAL TRANS o STD A20A, TYPE A (TYP} ---<> ct> - 207.03 FS 0 0 0 0 0 0 0 0 0 0 0 0 o I 0 I .-----o--07 --------0 '·t .! ·---0 .,.,,, 207.45 TC o 206.95 FS o 0 206.86 Fs/2 207.55 TC 207.05 FS 0 0 0 0 0 0 0 --2.0% -MAX . 205.91 FS GB-- 205.97 FS 206.79 FS "-207.65 FS 206.15 FS MATCH "' ·r-··-------. I 207.19 S MATCH 2.16% - -----i -··-··-··-··-··-··-··-··-··-··-··-··T··---· 206.59 FS 206.34 FL 206.50 FS 6.25 FS 207.36 FS MATCH SA WCU EXISTING PAVEM NT 20 45 FS MAT H I r I 2% IN .(NY 207.95 TC 207.45 FL . . J,. 208.50 TC 8.00 FS ENTRANC~ 20812 TC 207 62 FS 208 27 TC 207 77 FS 208.44 207.94 4 \ 1. 209.45 FS '-. 11.00 TC 10.00 F 1 ----MATCH LINE SEE SHEET C-4. 6 ADMINISTRATION ' 3 --·-t•O~tli~Wt~;;f.llf~fHNtUlllriltl:flE---·-··- 2 ------ BUILDING A ', ~ •2~10~.5~~~ tj{ ', '> 210c° --~.,\I MATCH ,. , -....... ·-±· -(' A I...... ' s '-G'6> --\!~ '~ ✓--·,,. '--1 . .. / M2A14T·C,lH.. x·-. -----'.\ . ....._ ~-----.... -------~....; h v" "~•·••••·• ' ---.... , ; . ...,, "'•· ,,----... .. ' / A 1' / ' --.. _ ... \ " ~---✓'-_./.. 1/ iJtg; /ic ', \' '\ ~:,.._.... ·----------- ----~----f'\:St11u•w6lllfi'llllt!UllT1IISLlffE-------1- J I j 1 RETAINING WALL CONSTRUCTION NOTES; (:j) INSTALL ± 7 LF OF TYPE I WALL PER DET. 11/S-013 TOP OF FOOTING ~ 204.50 RETAINING WALLS PER SEPARATE PERMIT STORM DRAIN CONSTRUCTION NOTES: (i) 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN} SEE DETAIL 1, C-7.3 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN} WITH SIDE INLETS/OUTLETS 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 ' 18" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS I 24" SQ PRECAST CONCRETE DROP INLE1'1 (CATCH BASIN} SEE DETAIL 1, C-7.3 ' 24" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN} WITH SIDE INLETS/OUTLETS TYPE G CATCH BASIN PER D-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, C-7.1 6" PVC SD CLEANOUT PER SPECS & NOTE 7 Of SANITARY SEWER & STORM DRAIN GENERAL NOTES. If INDICATED CLEANOUT IS TO BE CONSTRUCTED 'INLINE". TYPE A5 STORM DRAIN CLEANOUT PER D-9, C-7.1 12" ROUND FLOOR DRAIN 9" ROUND FLOOR DRAIN PROVIDE VERTICAL RISER FROM MAIN S.D. LINE TO DRAIN ( 4" MIN. RISER) VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) HORIZONTALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) INSTALL J6" PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTE NOTE 2, SHEET C-5.1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATERAL IF REQUIRED) INSTALL 24 • PVC STORM DRAIN INSTALL 18" PVC STORM DRAIN INSTALL 15" PVC STORM DRAIN INSTALL 12" PVC STORM DRAIN INSTALL 1 o• PVC STORM DRAIN INSTALL 8" PVC STORM DRAIN INSTALL 6" PVC STORM DRAIN INSTALL 4" PVC STORM DRAIN CONNECT NEW STORM DRAIN LINE TO EXISTING LINE, INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION OF STORM DRAIN LINE, SEE P-101.A, P-101.B, & P-101.C (ROOF DRAIN SIZE INDICATED) @ CONNECT TO EXIST. 2 1 /2" ROOF DRAIN OU LETS IN COLUMN @ 6" SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTES NO. 5. @ TRENCH DRAIN OUTLETS -1- j ·. '! 'PERKINS ·t ' j +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perklnswitl.com '----------- ' I ' ' L .. I . . " . 'J : ' ~ 1 l" . j >: • ' ' "; I Carlsbad High School Ne\lv Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 ~l',OfESSI ~\, 'II. ci '# ~ :i No. 48 34 , ,, 9 3 1 . 'tf1 CALWll IOENTIFIC A T10N ST AMP DIV. OF THE STATE ARCHITECT OFFICE Of REGULATION SERVICES 1 04-110217 I AC,--FLS --SS -- DATE 1.0 Fs ----------·-----..... 1 , \ Ir ~~-.,,..--,----...... 211. --\; \ ~ ... ,, \ ', ( ,,..,. '-=-'-'-'-7''--'-'~ 210 __.. ........ ) \ I '..._ ,..,. ,_} ( ........ --t · ', I ~-... Jr;-; ~ I ~• \ . ~ I ..... \ ', I ✓--✓~ ~/ 1 l\,"" ;<--(-,r ~l..l "" ,, \I .) / ·11.0TC 212.20 T 211.70 FS 2 1 2 FS _......,,-1 ...----· ~0, ~-¾- \,/ ' -, " "~ ''' J,. \.-·\.-" ... ' \_-..._ " .... )...-, ', ,...., I---\ ' ,.. ' ' / -..., ' / ', ·v < I I I I I I \ I I ~J\ I I I I I I I I I I I I I I \ I NO I ISSUE DATE ' : .I 1 . \ ' . 'i • ' I . ' \ : .! ' ' i' Data Revision 1 Data 1 Sheet Information , ----·'"""'"""""··"""".::;i!,"'~--=·=--~-,.,,_=~=---,-------------------tr °J: Job Number I I ( ~:, ~,_~---~~-·· ........ ... GRAPHIC SCALE //As Bu IL T // I:! 11/03/2009 77104.003 DJC 214·30 TC ONSIT~ CONSTRUCTION\ / V+ {,~ ·".-----·-··--·-·· --··-··--2" .. 0 ... 2 .... _T_C --.~------........ -------" • • " RCE___ EXP,____ DATE ; . PER D A //04-110217 '{' '' ,.,,. ~ 1------------------1,, l 1 21J.88 TC 213.67 \TC 213.52 I'S-··-····-·---·-----..... --·-·-----····· ( IN FEET) REVIE\./ED BY• Aj nu·/\ 213.88 FS 213.67 S I inch~ 10 It. · 1 Drawn Checked Approved DGW Title GRADING AND DRAINAGE PLJ~N PD 08-06 ---·---·-··--L-.... _ ....... ,, ..... ,..... .. ..... ,__,, ..... -.L.... .. _, GRADING PLANS FOR: , ----·········-··-····"'-·-····--·-·-·-··~·-··------~--~------------•·M--~~-·-·-----·---··---·-·--· -----~........ '::..l.J..... •-'•'·-----------:=::.:::.:·:~--------=-··· '' 1 -•---•• .. •••••••••••••••••••••• .. ••••••••••••••••••• .. •• .. ••••e•.,••-------M--,-"'--•'-•••~~~M",-•s-•-•------•-•-•-•-~----•---••,.•••• .. • .. •••~ ~ ~ •: .;j -<~)--~)-213.18 FS 212.97 FS (212.95 FL) ----CHS t.lOOERNIZAllON -NEW CONSlRUCllON PHASE l DWG 457-9E 5 4 I \ II ,, MATCH EXIST. • .J GRADING PLAN 3 2 1 ·~ ! :11n■t SHEET 11 OF 33 Sheet C-4.7 DSA APPROVAL Copyright© 2009 Perki11s+Will DRAWING NUMBER ----·, ------·- SAFCO PRODUCTS • NEW HCA!, MINNESOTA REORDER SY PART NUMBER 6553 I 0 D C B + '-. •~"',, . ..,,, 5 ~ " '\~ '-,. -,::;~~ DRIVEWAY CONSTR ON ..._~ ~ ., PER DWG 457-9F --~ .. ~ ',~ '~ ..,,..,,,~, M ~ """" ' ' ~~ . ............ ~ . "-,. ~..::,.,"' ' '~---'~: ~, STORM DRAIN CONSTRUCTION NOTES: CD 12· SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 @ 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS @ 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.J 18" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS 24" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 24" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS TYPE G CATCH BASIN PER D-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, C-7.1 6" PVC SD CLEANOUT PER SPECS & NOTE 7 OF SANITARY'. SEWER & STORM DRAIN GENERAL NOTES. IF INDICATED . CLEANOUT IS TO BE CONSTRUCTED 'INLINE'. TYPE A5 STORM DRAIN CLEANOUT PER D-9, C-7.1 12" ROUND FLOOR DRAIN 9• ROUND FLOOR DRAIN PROVIDE VERTICAL RISER FROM MAIN S.D. LINE TO DRAIN ( 4 • MIN. RISER) VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) HORIZONTALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) INSTALL 36" PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTE NOTE 2, SHEET C-5.1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATERAL IF REQUIRED) INSTALL 24" PVC STORM DRAIN @ INSTALL 18" PVC STORM DRAIN @ INSTALL 15" PVC STORM DRAIN @ INSTALL 12" PVC STORM DRAIN @ INSTALL 1 o• PVC STORM DRAIN @ INSTALL 8" PVC STORM DRAIN @ 2 6 INSTALL 6" PVC STORM DRAIN @ INSTALL 4" PVC STORM DRAIN @ CONNECT NEW STORM DRAIN LINE TO EXISTING LINE, INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION OF STORM DRAIN LINE, SEE P-101.A, P-101.B, & P-101.C (ROOF DRAIN SIZE INDICATED) @) CONNECT TO EXIST. 2 1 /2" ROOF DRAIN OULETS IN COLUMN @ 6" SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTES NO. 5. @ TRENCH DRAIN OUTLETS 5 ' I DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DA&WijG4ij9_ fR 12of3:)i: ·· , '. ' _. __ \1t , -I- 5AFCO PRODUCTS • NEW HOPE:, MIN/\ESOTA REORCER BY PART NUMBER 655:J SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER ijY PART NU_~!;R €1§§3 SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUM_$ER 6553 SAFC0 PRODUCTS • NEW HOPE, M!NNESOTA REOR~ SY PART NUMBER 6~5J SAFOJ PACOUCTS • N0N REORDER BY PART NU ---------f'08HIU~ t~staf f~ift11)11 JHIS L1HE--.-------:'thllll>I ~DGf. ()I C~llff •JM ;1,15 i_.~........,.. -·· ----.------t~~illUW tt,Hf~ f~iNl JN1'Hl\1t1t~-·----1---·-· ------~os111u•e~!it(ifl'h!NIUl!lltil<.IME------·---'i- I 193.00 FS \192.36 FS 5 FS 193.94 FS (194.05 FS) 4 MATCH LINE SEE SHEET C-4.6<::~ ..... _ .,., .. '. ·_<:,; .----··-. . .. _ .... ' tr.-. --- ;}},' {:i': --7"- 196.2 F 195.5 F 195.5 S 1 .25 S I I 11-----+ I I i 199 7 198.69 F's 197.4 FS 197.43 I , ---~>--+---! ~ j U) , --...I,----+"--'->!-----{ I I I , f ' \ ' (194.36 FS) " " REQUIRED TREATMENT CONTROL BMP TABLE ID Ci) (1) G) Ci) TYPE QUANTITY MODIFIED 740 FT' MEDIA FILTER BIO-DETENTION 830 FT' BASIN BIO-DETENTION 256 FT' BASIN VEGETATED L=410 ft SWALE PLANTING PERl LANDSCAPE PLAN \ ' !-----------10' MAX ---------1 14' BOTTOM WIDTH 7 @.~,...--------....;.,:'----;VARIES 12" MIN. . SCREEN WALL FOOTING . 7· (PROTECT IN PLACE) (fSEE SECTION 2 ON . 4 . THIS SHEET FOR ---------STORM DRAIN INFO. 3 ~EGETATED SWALE NOT TO SCALE 6" CURB PER SDRSD G-1 (TYP) MULTIPLE CURB CUTS WILL ALLOW RUNOFF TO SPILL INTO TRENCH PLANTING PER\ LANDSCAPE PLAN !---'-;'-----8.0' --------J--¥1-l . ~ 1.0' ,...\_,... ____ 6.0' ------ n'-rr:1 6.0' f=---L BLOCK TAINING WALL GROUTED RIP-RAP TO PROVIDE SCOUR PROTECTION STORAGE PROVIDED IN GRAVEL FILL FILTER FABRIC \ 3 200.58 T 200.08 F .. ,, .. , ' .•.... "" ·I f-.-._, I . .. -., ', i ,, . 202.12 TC 201.62 FS ' ' j 205.4 J 204.9 I 2 i -"-,_ ~<t -", ;~ ,':r PASSENGER 90"'_:o:_,6,3,, •.• F•5!00···· 00000000»~':', =t-a'f=='=='===l.rt'J~ 00000~~,,-···~~--~~--~~0000"'0 o;?oooooo000\,0000000 000000000;·000~0 000000000000 000000 0000000 000000000000 ~ -.~_ co \. --~ VL_ ' '199,93 FS 201.56 TC 1 201 _85 TC ,,-/ 04.87 FS 205.16 1•16 FS ~ 201.35 FS TRAFF DOTS PtR AL TRANS DROP OFF 206.86 FS 000000000000000000 0000000000000000000000 207.24 FS ..-> <.O <.O 19 I I I I I 202_2 STD A OA, TYPE A ( YP) 204_84 FS 201.14 FS \ 20 . 6 FS 201.14 F 2 .28 I I I 202.50 FS I I I I N 0 N 0 c.,.I ' . \ , / ' 204.30 FS . I ' I I I I I I 206.67 FS 205.98 FS I I I 206.00 FS I I 206.70 FS .206.13 FS i 1 208 12 TC 207162 F 207.95 TC 207.45 FS 207.45 FS) 06.34 FL 206,15 F TCH 4. 207.77 FS 206.13 FL 206.14 EG 205.32 FL 205.43 EG 0 I I I t~D ~-I I I ! I '.·( 1.: · l ' '. ; .. : l , r . ',i ( .. l \ ; ' ' ·i ' ' ~ ' j . A r----+----+---------+----+-+---+--i fSHrul2 CITY OF CARLSBAD ~ .... i .•. ~ ENGINEERING DEPARTMENT ~ , ~====t====;~============================1====~====t====1===~ ;;;G;R:;;AD"'l:;,:NG;,=;P;,:LAN~S,:::;,FO,;;R:;;:·=========-===:, ! VARIES 4.0' -5.5' L 1.0' 3/ ·~:-:-1:_~_.i_~·::·;·~·-... :·.·~·.;<.<~:..~--~--· ·., .. ·· ~:•:: -...·: \-:,· ... ,·~··:."'.·,· .. :·· i.,!J' --,. .--... • ....... :._• • .. :>;_.:. s· • -- CHS MODERNIZATION -NEW CONSlRUCTION PHASE ' ·: i ; J , :, ,, :; -l ' ., 1 ' '. ' t . 1.0' ..... ·.· .... , ... --;:..._~,'::,,~-:-+---FILTRATION THROUGH ~ FILTER 6" PERFORATED SUB-DRAIN WRAPPED~ 1.5' ',. FABRIC IN FILTER FABRIC, TREATED WATER '-. WASHED, ANGULAR ; (-------t---h:-;------------------j----j---(-------t--i SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3 31 11 ~ro .·.. •. ! 6" PERFORATED SUB-DRAIN WASHED, ANGU(t~D FILTER WRAPPED IN FILTER FABRIC STONE BETWEEN ¾"-1" ODIFIED MEDIA FILTER NOT TO SCALE 4 DRAINS TO STORM DRAIN SYSTEM STONE BETWEEN ¾"-1" d\SUBSURFACE BIO-DETENTION BASIN ~ NOT TO SCALE , 3 I DATE INITIAL DATE INITIAL DATE INITIAL g:D BJ~,-u5~--, PROJECT NO. DRAWING NO. i i i.::E:NG:IN:EE::::R:_:OF:::.....:WO=R•1_ ___ R_E_v_1s_1o_N_D_E_s_c_R_1_P_T1_o_N ___ _J_::0:1H~ER:...'.::'./>f':'.:P:RO:VA'.::L:..l....'.a::.:TY:.:._::/>f':P::R:OV::A:::_L.1:R::VW=D=BY=:===-===P=D=0=8=0=6===-'==4=5=7=-=9=E:::::~· ! 2 1 ·.,! ' ~ . lil•Wilralll!il SOTA -··· 1- 1 PERKINS +WILL 617 Wesl 7th St., Suit& 1200 Los Angeles, CA 90017 t 21 J.270,8400 1213.270.8410 www.perkinswill.com Carlsbad High School New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 OfESSt w. 8. y) /VI\. a, CALI( -.i6 I IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SER VIC ES I 04-110217 I A,c---FLS --SS -- DATE ISSUE DATE Revision 1 Data Job Number Drawn Checked Approved Data 1 Sheet Information 11/03/2009 77104.003 DJC DGW Title GRADING PLAN PD 08-06 DWG 457-9E SHEET 12 OF 33 Sheet C-4.8 DSA APPROVAL Copyright O 2009 Perkins+Will • - 0 -I --.. -, .. ,_ ···- I D C a DRAWING NUMBER SAFCO PRODUCTS • NEW HOPe, MINNEOOTA REORa:'"..A SY PART NU~R 6553- ---P05111UNf\tll£1JfrRIMtUNmltlltt£---- 5 5 \ / / t765'FS- DRAWING NUMBER DRAWING NUMBER SAF0J PROJUCTS • NEW HOPE, MINNEOOTA SAF0J PRCXJUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMOCPI 655l-l=IFORnEA 6Y PMT NUM8F.R ~5-3 --Pll~ITIOltnlil~l'flilll'JllHISLlfft-..... --·----·~ ----1 ·----------rO'ol1!0NW\40fPH1NfUIIHISl1NE--..-•------ /319 STN EXIST. 36" STOR DRAIN BUILT PER DWG 46~ -~ \ 1 4 183. 78 4 3 r-✓ ,/ 182.74 FS ~ ~ 182.70 RIM i 172.65 IE 24" HDPE i.J ,=t,:;i .......... -------· ---OS -·-·· ··-····--··~·=..,,,--"-,""1----.. 9-r-..J SD -----; \ . ,. ,. -.... \ ( ' ' 3 -I- I DRAWING NUMBER SARXI PRO:JUCTS • NEW HOPE, MINNESOTA QHJ~ 8¥ PART NIJ!,.ABER ':1553 DRAWING NUMBER SAFC0 PRODUCTS • NEW HOPE, MINNESOTA !'lEOHDER BY PARf NUMBER 5553- DRAWING NUMI31Hl DWG457-9I • ,. ' 13 of 33 I ·--··----------rUSIIICJM':.e!illll"'P.1111(ill1111SL,~----~~ ~--~ -,f. ·---·0---POSHIOk~Dll((lfl'~IN!OMT~ill,I«-----•-----·,-- __ ,,_ ----·----.. --I ·- I GRAPHIC SCALE 20 0 ' 10 ( IN FEET ) I inch = 10 fl 1 2 GRAPHIC SCALE 0 10 ( IN FEET ) I inch = 20 fl 200 I 1 RETAINING WALL CONSTRUCTION NOTES; @ INSTALL ±27 LF OF TYPE II WALL PER DET. 11/S-013 TOP OF FOOTING = VARIES, SEE PLAN RETAINING WALLS PER SEPARATE PERMIT STORM DRAIN CONSTRUCTION NOTES; G) 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 .. @ 12" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS 18" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 18" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS 24" SQ PRECAST CONCRETE DROP INLET (CATCH BASIN) SEE DETAIL 1, C-7.3 24" SQ PRE-CAST CONCRETE DROP INLET (CATCH BASIN) WITH SIDE INLETS/OUTLETS TYPE G CATCH BASIN PER 0-8, C-7.1 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, C-7. 1 6" PVC SD CLEANOUT PER SPECS & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES. IF IND/CA TED CLEAN OUT IS TO BE CONSTRUCTED 'INLINE'. 8 TYPE A5 STORM DRAIN CLEANOUT PER D-9, C-7.1 9 12" ROUND FLOOR DRAIN 9" ROUND FLOOR DRAIN PROVIDE VERTICAL RISER FROM MAIN S.D, LINE TO DRAIN ( 4• MIN. RISER} VERTICALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) HORIZONTALLY DEFLECT STORM DRAIN LINE (PROVIDE BENDS/FITTINGS IF REQUIRED) INSTALL 36" PVC STORM DRAIN INSTALL PVC CONNECTOR PIPE FOR WALL DRAINS (SEE SPECIAL UTILITY NOTE NOTE 2, SHEET C-5,1) RISER/PVC CLEANOUT PER DETAIL 1, C-7.1 WYE CONNECTION (MAIN LINE x LATERAL) (INCLUDES A 45' BEND ON LATERAL IF REQUIRED) INSTALL 24" PVC STORM DRAIN INSTALL 18" PVC STORM DRAIN INSTALL 15" PVC STORM DRAIN INSTALL 12" PVC STORM DRAIN INSTALL 10" PVC STORM DRAIN INSTALL 8" PVC STORM DRAIN INSTALL 6" PVC STORM DRAIN INSTALL 4" PVC STORM DRAIN CONNECT NEW STORM DRAIN LINE TO EXISTING LINE, INLET OR MANHOLE/CLEANOUT @ FOR CONTINUATION OF STORM DRAIN LINE, SEE P-101.A, P-101.B, & P-101.C (ROOF DRAIN SIZE INDICATED) @) CONNECT TO EXIST. 2 1 /2" ROOF DRAIN OU LETS IN COLUMN @ 6" SQUARE INLET (AREA DRAIN) SEE SANITARY SEWER & STORM DRAIN GENERAL NOTES NO. 5. @ TRENCH DRAIN OUTLETS 205.80 FS ' ' 1 j ' PERKINS +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perkinswill.com Carlsbad High School New Construction ! , I Carlsbad 'Unified School . { :. ' : 1 ' ' . ; . -, j ' ,-.: J · District 3557 Lancer Way Carlsbad, CA 92008 IOENTlflC ATION STAMP ~ DIV, OF THE ST A TE ARCHITECT OFFICE OF REGULA TIO~ SlRVIC ES ~ l I 04-110211 I ' t AC--FLS --SS -- DATE ' .. ' . ' :i I NO I ISSUE DATE Revision 1 Date 1 Sheet Information ,----------, .. Date 1110312009 .,--)· ~· ---------..----------------1 •·: Job Number 77104.003 11 AS BLJIL T11 'Drawn DJC ST RC£ __ _ EXP, ___ _ DATE REVJE\,/ED BY• INSPECTOR DATE fSHffil CITY OF CARLSBAD ~ t----+--.,t----------------+--+---+---+----1 ~ ENGINEERING DEPARTMENT ~ 1----+---,t----------------+--+---1---+---.1 ;;G;;R:;:AD;:;1;:;NG~P;;:LAN:;;:;:S;:::;;FO:;:R:;::========"--==~ DA TE INITIAL DA TE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 2 CHS MODERNIZATION -NEW CONSTRUCTION PHASE DWN BY: CHKD BY~~r,c_--- RVWD BY: 1 PROJECT NO. PD 08-06 th/Lo DATE DRAWING NO. 457-9E A , _________ _ ' -i Checked Approved OGW Title 1 GRADING AND ;: J DRAINAGE PLAN ' ·.··•·PD 08-06 • • OWG 457-9E (SHEET 13 OF 33 Sheet · "·I C-4.9 DSA APPROVAL Copyright@2009 Perkins+Will ,: ' • - 0 D 8 + DRAWING NUMBER SAFCO PRODUCTS • NBN HOPE:, MINNESOTA '1E-Or1DER BV rf;flT NUMGER 6553 DRAWING NUMBER ~ PRODUCTS • NEW HOPE, MINNESOTA ~-·--i'll~ITll)II f\llil llf f~IN! Qr rn111.1N£•~,-. . --RC-ORQGl: BY PART NUMOCR GG~J ---f'l)SIT 1Ufi fDil[ Ill' 1'1\INt G. THIS Lit«--•---------·---·t--- 5 DOMESTIC WATER GENERAL NOTES: 1. 4-INCH DOMESTIC WATER LINES SHALL BE AWWA C-900 PVC CLASS 150 DR-18 3-INCH & SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC l 2. All DOMESTIC WATER & FIRE LINES SHALL BE INSTALLED PER W2, SHT C-7.2 EXCEPT (36" MINIMUM COVER) NOTE DOES NOT APPLY. COVER$ FOR WATER LINE SHALL BE AS FOLLOWS: 6" DIPF'S --"""1, ll. 4 Tn . ""' 0000000000000000 F'S 8" P~C IJ =C> a 3" PVC ir ff ' l I I I ! I I I I I I i ! ! / /f,,fl' / ...• ,,.,, ... ,,.,,,,,,, ... / .,.' 4-INCH DOMESTIC WATER LINES SHALL HAVE A NORMAL/MINIMUM COVER OF 42" 3-INCH AND SMALLER DOMESTIC WATER LINES SHALL HAVE A NORMAL COVER OF 36" 3. FITTINGS -4• FITTINGS OR 4" LINES All GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC.) All FITTINGS SHALL BE CONNECTED Willi FLANGED CONNECTIONS AT MULTIPLE FITTING LOCATIONS SANITARY SEWER & STORM DRAIN GENERAL NOTES: FLANGE BY MECH/PUSH-ON JOINT ADAPTERS SHALL BE PROVIDED AS REQUIRED 4. NO DEFLECTION OF PIPING SHALL BE ALLOWED AT PVC BELL & SPIGOT AT JOINTS 5. CONTRACTOR SHALL PROVIDE All NECESSARY ADAPTERS, COUPLINGS, MISC. FITTINGS, ETC. WI-IETHER INDICATED OR NOT TO COMPLETE lliE PROPOSED WATER SYSTEM INCLUDING WI-IERE CONNECTING TO ~XIST LINES. SEE DETAIL 3 SHT C-7.3 FOR TRANSITION ADAPTERS (SHC 40 PIPING TO 4" DI FITTINGS, COPPER PIPING TO 4" DI FITTING) 6. GATE VALVES SHALL BE INSTALLED PER C-7.4 W-13 & W-16 DOMESTIC WATER VALVE BOX COVERS SHALL BE MARKED "WATER" PER W-13: ITEM NO. 1 FOR DOMESTIC WATER (TRIANGLE COVER) SPECIAL UTILITY NOTES; 1. UTILITY VERTICAL CLEARANCES: 3. A. UNLESS OlliERWISE INDICATED, NORMAL MINIMUM CLEARANCES BETWEEN All UTILITIES INCLUDING EXISTING UTILITIES (EXCEPT BETWEEN DOMESTIC WATER AND SANITARY SEWER) SHALL BE TWELVE (12"). A MINIMUM CLEARANCE OF SIX (6") IS ACCEPTABLE IF lliE 12" MINIMUM CLEARANCE IS NOT FEASIBLE AND IT IS APPROVED DURING CONSTRUCTION. B. SEE SPECIFICATIONS FOR CROSSING REQUIREMENTS BETWEEN SANITARY SEWER (PROPOSED & EXIST) AND DOMESTIC WATER (PROPOSED & EXIST) 2. IN AREAS OF NEW/PROPOSED FINISH GRADES SET TOP OF SANITARY SEWER MANHOLES/STORM DRAIN CONCRETE CLEANOUT RIMS & LIDS, GAS & WATER/FIRE SERVICE VALVE BOX LIDS/COVERS, SEWER & STORM DRAIN PVC CLEANOUT COVERS, TO GRADING PLAN FINSH GRADES OR FINISH SURF ACES 3. AT LOCATIONS OF CONNECTIONS TO EXISTING UTILITIES, lliE CONNECTION LOCATIONS SHALL BE FIELD VERIFIED, HORIZ. & VERTICALLY, PRIOR TO CONSTRUCTION. 5 1. INSTALL All SEWER LINES PER S-5, SHEET C-7.3 2. PROVIDE All ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 3. INSTALL STORM DRAIN LINES PER D-60, SHEET C-7.1 4. SANITARY SEWER MANHOLES SHALL BE PER SM-01, SHEET C-7.3 5. SANITARY SEWER & STORM DRAIN PVC CLEANOUTS: 6. SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE CONSTRUCTED PER S-6, SHT C-7.3 EXCEPT CONCRETE COLLAR, Cl BOX & CAP /LID SHALL NOT APPLY, CONSTRUCTION OF THE SCREWED CAP SHALL APPLY. BOX & LIDS/COVER CONSTRUCTION FOR SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE AS FOLLOWS: NONE PAYED AREAS: PER DETAIL 4, EXPOSED CONDITION SHT C-7.3 PAVED AREAS: ITEMS PER W6 SHT C-7.4 AS FOLLOWS: ® 12" DIA Cl VALVE BOX & COVER SOUlliBAY FOUNDRY-SBF1243 ® 30" DIA X8" llilCK CONCRETE RING (IN AC PAVED AREAS) IN CONCRETE PAVED AREAS: CONCRETE RING Will BE 30" DIA x 11" llilCK AND Will BE POURED INTEGRAL Willi lliE CONCRETE SURFACE PAVEMENT @ 12" GRAVITY SEWER PIPE SDR35 (18" LENGlli) Fill VOIDS BETWEEN CLEANOUT RISER PIPE & 12" PIPE Willi SAND. COVERS/LIDS: SANITARY SEWER COVERS/LIDS SHALL BE MARKED "SEWER" . STORM DRAIN COVERS/LIDS SHALL BE MARKED "STORM DRAIN" GAS GENERAL NOTES; 1. INSTALL GAS LINES PER W-2, SHT C-7.3 EXCEPT MINIMUM COVER SHALL BE 30" IN LIEU OF 36" 2. PROVIDE FITTINGS AS REQUIRED FOR INSTALLATION 3. GAS TO HA VE NORMAL COVER OF 30" 4 \ F'S DRAWING NUMBER SAFCO PAQDt,I_ITT • _NEW HOPE, MINNESOTA l l!:Qfl[.l[H BY F'/\1-ff rJUMd[R b~•:53 DRAWING NUMBER SAFCO PROOUCTS • NBN HOPE;, MINNESOTA i 1t:LlfllltR av f'! .. HT l·JUf,oE;[_A GC,53 - ~ ---·-·---·-ros1;;1)Jj~,,,;(,if,'liLIITl>liTH!SLlilla-----... -~-· · -~DSITIOk tUiJ[ of l'O.lllf ,,lj Ill!( L,t!l-~ --- i\'17 I F 00000000000000000 4" PVC IJ 3 MATCH LINE SEE SHEET C-5.2 DROP p<J:=====•LPASSENGER ·····"'··=· ,., .. , .......................................................... . ! • F'S l ............. ---, F'S ----"""1, ELECTR CAL., SIGNAL, COMMUNICATIONS & LIGHTIN F AGILITIES SHOWN FOR REFERENCE ~~lNt¥c-'~c-BcffifRICAL 'E' SHEETS;-----i------ NOTE; 1. CONTRACTOR TO POlliOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. CONTRACTOR TO ADJUST All EXISTING GATE VALVES, CLEANOUTS, MANHOLES AND OlliER APPURTENANCES TO GRADE. 3. All UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' AND PROVIDE UNINTERRUPTED SERVICE lliROUGHOUT CONSTRUCTION. 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING F AGILITIES TO BE JOINED. 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM lliE CITY OF CARLSBAD FOR All WORK WlllilN lliE PUBLIC STREET AND PAY All CITY FEES. 6. REFER TO PLUMBING DRAWINGS FOR BUILDING GAS, SEWER, STORM DRAIN & DOMESTIC WATER POC'S 3 GRAPHIC SCALE 20 0 10 -----( IN FEET ) 1 inch ""' 20 ft.. (.') 20 r ' i ···················/ .... I / @ i I @ I I I I I I I I I I I I I I I I I I "'-I ', "?. "' cf f' ! ~ I 2 OFF r ., I 2 ' I I I I I I I I I I I I I , " -# I I I i I I I I I I I I I _/ DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA HH.lf 1U£P," BY i--Al~11'1UMOl.A f;5 ~j ·-~---·--t"J~ll!tll tOlif IJf fHIIIT Ofl !HIH,l!E-····,. ... ____ _ I L..::::: E?l " " 1 \ \ I X ·lf-· I I I I I I I I X I I I ~-----+l , ~ \ I I l~I I \ . , I I ! I ,t X X ---------------I 1 I I 01 ! I I I I I I I I : I 4 SAFOJ PACXJUCTTJ •-NEWr TA (') , I ' I ill:-UHLJER SY PART !'JUM8ER 6553 -MITIOK Wil I> P~ll!t Oil T~ llltf~ w 0 a:: z 0 ~ i 1 +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 t 213.270.8400 f 213.270.8410 www.perkinswill.com Carlsbad High School New Construction : i I : Carlsbad ; l ; Unified School ' j District 3557 Lancer Way Carlsbad, CA 92008 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES I 04-110217 I 'FOR ' REFERENCE ONLY 1 ' 1 i -_,, ----~--~---. i Sheet Information 1 .,------------' Dato 11/03/2009 l Job Number 77104.003 1 =-----------, :· i Drawn DJC . ' -----------; Checked ' -----------. , . , Approved DGW •· • . I iii • j Title " l ii •l DRAINAGE AND :if Ci! l UTILITY PLAN !t Po 08_06 (OVERALL) ·. li J!OWG 457-9E 1 SHEET 14 OF 33 Sheet C-5.1 DSA APPROVAL • - 0 C C) C) ~ DRAWING NUMBER SAFC0 PRODUCTS • NE\N HOPE, MINNESOTA REORDER BY PART NUMBER 6553 --'----l'OSIT!Uk~DG£JfrR111t~rmS~1NE--- 5 I .1 DOMESTIC WATER GENERAL NOTES: I -I- I h :i::: (.'.)-w ~ 1. 4-INCH DOMESTIC WATER LINES SHALL BE AWWA C-900 PVC CLASS 150 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REQRO;R SY PART NUIY\Bl;R 655:J ---r'V~tfl(ltl WGI: ()f ri!Ll!I' U~ 'KIi L.1/;t----- 4 ) ?~,q '' ·! B DR-18 t 3-INCH & SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC 2. ALL DOMESTIC WATER & FIRE LINES SHALL BE INSTALLED PER W2, SHT C-7. 2 EXCEPT (36• MINIMUM COVER) NOTE DOES NOT APPLY. COVERS FOR WATER LINE SHALL BE AS FOLLOWS: 4-INCH DOMESTIC WATER LINES SHALL HA VE A NORMAL/MINIMUM COVER OF 42" 3-INCH AND SMALLER DOMESTIC WATER LINES SHALL HAVE A NORMAL COVER OF 36" 3. FITTINGS -4" FITTINGS OR 4" LINES ALL GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC,) ALL FITTINGS SHALL BE CONNECTED WITH FLANGED CONNECTIONS AT MULTIPLE FITTING LOCATIONS SANITARY SEWER & STORM DRAIN GENERAL NOTES: FLANGE BY MECH/PUSH-ON JOINT ADAPTERS SHALL BE PROVIDED AS REQUIRED 4. NO DEFLECTION OF PIPING SHALL BE ALLOWED AT PVC BELL & SPIGOT AT JOINTS 5, CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS, COUPLINGS, MISC. FITTINGS, ETC, WHETHER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING WHERE CONNECTING TO EXIST LINES. SEE DETAIL 3 SHT C-7.3 FOR TRANSITION ADAPTERS (SHC 40 PIPING TO 4• DI FITTINGS, COPPER PIPING TO 4" DI FITTING) 6. GATE VALVES SHALL BE INSTALLED PER C-7.4 W-13 & W-16 DOMESTIC WATER VALVE BOX COVERS SHALL BE MARKED "WATER• PER W-13: ITEM NO. 1 FOR DOMESTIC WATER (TRIANGLE COVER) SPECIAL UTILITY NOTES: 1. UTILITY VERTICAL CLEARANCES: 3. A. UNLESS OTHERWISE INDICATED, NORMAL MINIMUM CLEARANCES BETWEEN ALL UTILITIES INCLUDING EXISTING UTILITIES (EXCEPT BETWEEN DOMESTIC WATER AND SANITARY SEWER) SHALL BE TWELVE (12"). A MINIMUM CLEARANCE OF SIX (6•) IS ACCEPTABLE IF THE 12' MINIMUM CLEARANCE IS NOT FEASIBLE AND IT IS APPROVED DURING CONSTRUCTION. 8. SEE SPECIFICATIONS FOR CROSSING REQUIREMENTS BETWEEN SANITARY SEWER (PROPOSED & EXIST) AND DOMESTIC WATER (PROPOSED & EXIST) 2. IN AREAS OF NEW/PROPOSED FINISH GRADES SET TOP OF SANITARY SEWER MANHOLES/STORM DRAIN CONCRETE CLEANOUT RIMS & LIDS, GAS & WATER/FIRE SERVICE VALVE BOX LIDS/COVERS, SEWER & STORM DRAIN PVC CLEANOUT COVERS, TO GRADING PLAN FINSH GRADES OR FINISH SURF ACES AT LOCATIONS OF CONNECTIONS TO EXISTING UTILITIES, THE CONNECTION LOCATIONS SHALL BE FIELD VERIFIED, HORIZ. & VERTICALLY, PRIOR TO CONSTRUCTION. 5 1. INSTALL ALL SEWER LINES PER S-5, SHEET C-7.3 2. PROVIDE ALL ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 3. INSTALL STORM DRAIN LINES PER D-60, SHEET C-7.1 4. SANITARY SEWER MANHOLES SHALL BE PER SM-01, SHEET C-7.3 5. SANITARY SEWER & STORM DRAIN PVC CLEANOUTS: 6. SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE CONSTRUCTED PER S-6, SHT C-7.3 EXCEPT CONCRETE COLLAR, Cl BOX & CAP /LID SHALL NOT APPLY, CONSTRUCTION OF THE SCREWED CAP SHALL APPLY. BOX & LIDS/COVER CONSTRUCTION FOR SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE AS FOLLOWS: NONE PAYED AREAS; PER DETAIL 4, EXPOSED CONDITION SHT C-7.3 PAVED AREAS; ITEMS PER W6 SHT C-7.4 AS FOLLOWS: ® 12" DIA Cl VALVE BOX & COVER SOUTHBAY FOUNDRY-SBF1243 ® 30• DIA xa· THICK CONCRETE RING (IN AC PAVED AREAS) IN CONCRETE PAVED AREAS: CONCRETE RING WILL BE 30" DIA x 11" THICK AND WILL BE POURED INTEGRAL WITH THE CONCRETE SURFACE PAVEMENT @ 12• GRAVITY SEWER PIPE SDR35 (18" LENGTH) FILL VOIDS BETWEEN CLEANOUT RISER PIPE & 12" PIPE WITH SAND. COVERS/LIDS: SANITARY SEWER COVERS/LIDS SHALL BE MARKED "SEWER" STORM DRAIN COVERS/LIDS SHALL BE MARKED "STORM DRAIN" GAS GENERAL NOTES: 1. INSTALL GAS LINES PER W-2, SHT C-7.3 EXCEPT MINIMUM COVER SHALL BE 30• IN LIEU OF 36" 2. PROVIDE FITTINGS AS REQUIRED FOR INSTALLATION 3. GAS TO HAVE NORMAL COVER OF 30• 4 DRAWING NUMBER SAFCO PRODUCTS • NPiN HOPE, MINNESOTA REORC£P. BY Pt>.BJ NUMBER 6553 ----tiJS!l •Q~ ~~Ill, \If e~t11T o• TH<1 L.I~--- i -' i 'l '---1.t ' I , MATCH LINE 3 EET -5.3 ,,~~"/ ELECTRICAL, SIGNAL, COMMUNICATIONS & LIGHTING FACILITIES SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL 'E' SHEETS 12' PVC GJ!'1s I SD • ,,,) f) ····-··-···fi I I I I I MATCH LINE SEE SHEET C-5.1 NOTE: 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. CONTRACTOR TO ADJUST ALL EXISTING GA TE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE. 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONEO SHALL BE 'PROTECTED IN PLACE' AND PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION. 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL ANO VERTICAL LOCATIONS OF EXISTING FACILITIES TO BE JOINED. 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WITHIN THE PUBLIC STREET AND PAY ALL CITY FEES. 6. REFER TO PLUMBING DRAWINGS FOR BUILDING GAS, SEWER, STORM DRAIN & DOMESTIC WATER POC'S 3 DRAWING NUMBER SAF0J PRODUCTS • NE\N HOPE, MINNESOTA REOArER BY PART NU~ER 6553 ~~----IOSl/11,,fj fl!ld. uf ~~1111 ·./II f~tf L,~-,. ------- Mill 2 BUILDING 5000 . , L. ... () 2 ~' >··' i <'·< CL -i---···-~ I I fl L DRAWING NUMBER SAFCO PROJUCTS • NE\N HOPE, MINNESOTA ~ 9¥ PA.RT NUM6EFI 6553 -·----PWIT!l,fj [U(l( ()f l"Rlll1 •J,IITl1il b-•111:-...-~ 0 ( .,) I / I I I (' / / ' .:'.' .. ~mt::- / < ,> IZ I 1 / / / I 1 ' ------------~ I I____ I I I I " J __ i I I I _.L_ GRAPHIC SCALE 20 0 10 ( IN FEET ) 1 inch ~ 20 ft. 20 ~ (;I 1-1 ·w iw ·o:: :1-!(/) n V) I i ! I ' • PERKINS +WILL 617 West 7th St., Suit& 1200 Los Arigeles, CA 90017 1213.270.8400 f 213.270.8410 www.perklnswill.com Carlsbad High School New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IDENTIFICATION STAMP D!V. OF THE STATE ARCHITECT OFFICE OF REGULAT!ON SERV!C ES 1 04-110217 1 A,c---FLS --SS -- OATE 1FOR ; REFERENCE f iONL Y I . t. : ! I' -; ' , . I Date Job Number . j Drawn ., ; ; · -l Checked f , f Approved .. i' Ai Sheet Information 11/03/2009 77104.003 DJC DGW Title f 1 r 1 DRAINAGE AND l UTILITY PLAN : ,i:i_t PD oa-oe (OVERALL) DWG 457-gE · SHEET 15 OF 33 ' 1 Sheet l . ' 1 ' C-5.2 DSA APPROVAL Copyrighl O 2009 Perkiris+Will · 11'11 '1111 I ------Ii --------·- • - I D C K (~ "\.A:-1 DRAWING NUMBER SARXl PRODUCTS • NEW HOPI!:, MINNESOTA REORDffi SV PAAT NUMBER 55S3 l -----ro~lll□~~Dl,[flff'flllll()ll!~lli.l!ft----~-·---------------'t -------·- I 5 V) I V) ' ' \ ____ ---_ j / DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA REORDER 8¥ P/1,R'f NU/v!BER 6553--- DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA 9BJfIDER BY PART NU~,1BER 6553- DRAWING NUMBER DRAWING NUMBER ---filSITICNtD\liQfP~llt1'JlllH•ILIH£--------------·-----1-----···••-· -·-----rll'oll1•Jktl.<til1Jf,'i'!!ffo•:tt1tt;ffE-·-----~-----\ ----- SARX) PRODUCTS • NEW HOPE, MINNESOTA 111:::lRDCR 8V r,~-=ir NUMcJLA i:,::,53 ---ra~ll 1~• t,>\iE ,y J'~INT ~ Tl!IS lit!£- SAFOJ PRODUCTS • NEW _HOPEi MINNESOTA :iE.Jfi!JUl 3Y f'•Atff NUMcJLR O□S3 ---!"'JSlltOlj~llf."IUNf □llH!SU!lf.·-~,. --- I 4 ._ ....... -~ . ,, • x:::--r,=,;,:M __ _ .. '•.'.•:.'•'\, ;_ ,_:. ·~·; i,·.' :,:., ' .. ·-:\ :, '-.~-<-.:: .. ' ' -~ \, .t -··•j"',/~ ,,:-,.,,,,_, . ,.,-.:·: ,, <-,~:,~ •,;, ::.. '•,: ~. '·· ·,\. ';-... , ·. f_\:,,·' _. '\·-. 1, .. ,~-.~-,,.,,, .,, "; . . ·:· -.\· t.\'_. -·~·' :..- . ~-. '. :. ,1 -·· .. l . ., ·""' '· .,,. •,,, · .. _<{.. '' .-<,f.\, ,. ~y:,,1y;~;'~,]':i,S,i··· ,.·.' i .· ~~ I 0~·······C, [ff/-/:C',c. . 3 ~------uc-ctG --------,, > / ,I'•, _;:,./"' a.. ~ "' ~ /,,, ", __ ,,,,,,-__ ,,,,,,,,,., / c$i .,,,., / . I 2 BUILDING ✓ \ 8100/8200 / / BUILDING 8100/8200 l ' ' L--+-t-: Vi I I I I , ,.,..-i·,-:--Tr- \lli"~~--I l_ ......... ,,.,,,, .. ,,, .... .1-,.. I ' / ,.) __ ,_,,_,, ________ ,, ____ , __ ,,., _____ ; ,-..__ ·-__ ,._, ON ON TO E~. BUI Rf: SERVICE ... '""'-~:--- NEW GYMNASIUM LANCER ARENA - _.....-fl~-fl ELECTRICAL, SIGNAL, / COMMUNICATIONS & LIGHTING / " F AGILITIES SHOWN FOR -' REFERENCE ONLY. SEE BU/1.0ING 'le',:. ELECTRICAL 'E' SHEETS 7100/1200 ° -.. -. . . ' --~ ' 7-/~ 1 <;__ 11. iii ---/ ..• 1 6" Pvcl · 1/,i. / > i • 12•[ PVci ·'1.. __ -. Yjf'( , /I~ • -/Zi ,,I SD I . I .• l r,======='=-t====il • I i ~:;/j,:;Jfj·F •.. "' -j -. :// ~ "'). __ r ,I ., BUILDING 7100/7200 BUILDING 6100/6200 _ j:~ ~ .11-:-,._ rr~_-.-+H-lovl ---/ BUILDING 6100/6200 ' ' v" . ··••it<f, ··•·•~ . " "/· ... I X. --i _. ·I , / i ·:.i :.· 1·. . . ·~ I I > ! .. . ' ' • i ··t• .. .,·"<tz:-l •-- • PVC' ELECTRICAL, SIGNAL.BUILDING 5100/5200 COMMUNICATIONS & LIGHTING ··· G --FACILH~WN-fOR-.-·-····7 REFERENCE ONLY. SEE I ELECTRICAL 'E' SHEETS I □ DI • 18" vc I SD :_., _ .... ~•:;::-;::;,.:.,, __ 9 BUILDING 5000 I d-+-,L-.. V I CUL TUR AL ARTS CENTER d\ -, I I I I .1 DOMESTIC WATER GENERAL NOTES: 1. 4-INCH DOMESTIC WATER LINES SHALL BE AWWA C-900 PVC CLASS 150 DR-18 3-INCH & SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC 2. ALL DOMESTIC WATER & FIRE LINES SHALL BE INSTALLED PER W2, SHT C-7.2 EXCEPT (36" MINIMUM COVER) NOTE DOES NOT APPLY, COVERS FOR WATER LINE SHALL BE AS FOLLOWS: 4-INCH DOMESTIC WATER LINES SHALL HAVE A NORMAL/MINIMUM COVER OF 42" 3-INCH AND SMALLER DOMESTIC WATER LINES SHALL HAVE A NORMAL COVER OF 36" 3. FITTINGS -4" FITTINGS OR 4" LINES ALL GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, Cf,,OSSES, BENDS, ETC,) ALL FITTINGS SHALL BE CONNECTED WITIJ FLANGED CONNECTIONS AT MULTIPLE FITTING LOCATIONS FLANGE BY MECH/PUSH-ON JOINT ADAPTERS SHALL BE PROVIDED AS REQUIRED 4. NO DEFLECTION OF PIPING SHALL BE ALLOWED AT PVC BELL & SPIGOT AT JOINTS 0. CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS, COUPLINGS, MISC, FITTINGS, ETC. WHETHER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING WHERE CONNECTING TO EXIST LINES. SEE DETAIL 3 SHT C-7.3 FOR TRANSITION ADAPTERS (SHC 40 PIPING TO 4" DI FITTINGS, COPPER PIPING TO 4" DI FITTING) 6. GATE VALVES SHALL BE INSTALLED PER C-7.4 W-13 & W-16 DOMESTIC WATER VALVE BOX COVERS SHALL BE MARKED "WATER" PER W-13: ITEM NO. 1 FOR DOMESTIC WATER (TRIANGLE COVER) 5 ; I / C) () SPECIAL UTILITY NOTES: SANITARY SEWER & STORM DRAIN GENERAL NOTES: MATCH LINE SEE SHEET C-5.2 NOTE: 1. UTILITY VERTICAL CLEARANCES: 3, A. UNLESS OTHERWISE INDICATED, NORMAL MINIMUM CLEARANCES BETWEEN ALL UTILITIES INCLUDING EXISTING UTILITIES (EXCEPT BETWEEN DOMESTIC WATER AND SANITARY SEWER) SHALL BE TWELVE (12"), A MINIMUM CLEARANCE OF SIX (6") IS ACCEPTABLE IF THE 12" MINIMUM CLEARANCE IS NOT FEASIBLE AND IT IS APPROVED DURING CONSTRUCTIOt-l, B. SEE SPECIFICATIONS FOR CROSSING REQUIREMENTS BETWEEN SANITARY SEWER (PROPOSED & EXIST) AND DOMESTIC WATER (PROPOSED & EXIST) 2. IN AREAS OF NEW/PROPOSED FINISH GRADES SET TOP OF SANITARY SEWER MANHOLES/STORM DRAIN CONCRETE CLEANOUT RIMS & LIDS, GAS & WATER/FIRE SERVICE VALVE BOX LIDS/COVERS, SEWER & STORM DRAIN PVC CLEANOUT COVERS, TO GRADING PLAN FINSH GRADES OR FINISH SURFACES AT LOCATIONS OF CONNECTIONS TO EXISTING UTILITIES, THE CONNECTION LOCATIONS SHALL BE FIELD VERIFIED, HORIZ, & VERTICALLY, PRIOR TO CONSTRUCTION. GAS GENERAL NOTES: 1. INSTALL GAS LINES PER W-2, SHT C-7.3 EXCEPT MINIMUM COVER SHALL BE 30" IN LIEU OF 36" 2. PROVIDE FITTINGS AS REQUIRED FOR INSTALLATION 3. GAS TO HA VE NORMAL COVER OF 30" 4 INSTALL ALL SEWER LINES PER S-5, SHEET C-7.3 l. PROVIDE ALL ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 2. INSTALL STORM DRAIN LINES PER D-60, SHEET C-7.1 3' SANITARY SEWER MANHOLES SHALL BE PER SM-01, SHEET C-7.3 4' SANITARY SEWER & STORM DRAIN PVC CLEANOUTS: 5· SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE CONSTRUCTED 6. PER S-6, SHT C-7.3 EXCEPT CONCRETE COLLAR, Cl BOX & CAP /LID SHALL NOT APPLY, CONSTRUCTION OF THE SCREWED CAP SHALL APPLY. BOX & LIDS/COVER CONSTRUCTION FOR SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE AS FOLLOWS: NONE PAVED AREAS: PER DETAIL 4, EXPOSED CONDITION SHT C-7.3 PAVED . AREAS; ITEMS PER W6 SHT C-7.4 AS FOLLOWS: ® 12" DIA Cl VALVE BOX & COVER SOUTHBAY FOUNDRY-SBF1243 ® 30" DIA xa· THICK CONCRETE RING (IN AC PAVED AREAS) IN CONCRETE PAVED AREAS: CONCRETE RING WILL BE 30" DIA x 11" THICK AND WILL BE POURED INTEGRAL WITIJ THE CONCRETE SURFACE PAVEMENT @ 12" GRAVITY SEWER PIPE SDR35 (18" LENGTIJ) FILL VOIDS BETWEEN CLEANOUT RISER PIPE & 12" PIPE WITH SAND. COVERS/LIDS; SANITARY SEWER COVERS/LIDS SHALL BE MARKED "SEWER" STORM DRAIN COVERS/LIDS SHALL BE MARKED "STORM DRAIN" 3 1. CONTRACTOR TO POTIJOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. CONTRACTOR TO ADJUST ALL EXISTING GATE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE. 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' AND PROVIDE UNINTERRUPTED SERVICE TIJROUGHOUT CONSTRUCTION. 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FA Cl LI TIES TO BE JOINED, 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WITHIN TIJE PUBLIC STREET AND PAY ALL CITY FEES. 6. REFER TO PLUMBING DRAWINGS FOR BUILDING GAS, SEWER, STORM DRAIN & DOMESTIC WATER POC'S 2 j, ij I NWH!I MM:'ft: .. mrn:E: : !EH I 1 7 1 I / +· -1 . ! ~L-,.l --! I I ""'T , .. ' ;;-: ' , .:l D?JWcr~J¥:Mf E.R 18 of 33 i· .. :!l, SAFCO PAOOUCT9. '-'h TA .llc;lJl!UlA 8'1' f'AHT NUMBER 8553 --~IIION loot IJf r~llff OIi l'llll llllf~ ---i -·-- (.:) VJ '' i . ' . I ~(J /\ -~-+ ...... J,... F / !Q V) I Q?) IX 0 I i . : .{ I ' ' 1 ~ ' ' ~ . ~ j a f- i ' . J i ' 1 +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 I 213.270.8400 f 213.270.8410 www.perkinswill.com Carlsbad High School New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IDE.N TIFIC A TION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULA !ION SER VIC ES 1 04-110217 I AC--FLS --SS -- DATE i I NO I ISSUE Revision 1 DATE Date 1 ', j i : ! ' ' j ' \ 1 Date ' J . Job Number ' :, i Drawn :"; . Checked . ! Approved i j'. ·1 ' Al Sheet Information 11/0312009 77104 003 DJC DGW Tille DRAINAGE AND ' l UTILITY PLAN . : . l PD oa-06 (OVERALL) . DWG 457-9E SHEET 16 OF 33 GRAPHIC SCALE Sheet 0 20 ( IN FEET ) l inch =-20 ft. C-5.3 DSA APPROVAL Copyright© 2009 Perltlns+Will • - 0 D C B DRAWING NUMBER SAFCO PRODUCTS • NE\N HOP£, MJNNESOTA ' RE0A0EA BY PART NUMBER 655:l 5 WATER CONSTRUCTION NOTES: ® FIRE HYDRANT PER W-12, C-7.3 @) 2" WATER SERVICE (SEE PUBLIC IMPROVEMENT PLANS) ® 4" GATE VALVE W/BOX @ 8" GATE VALVE W/BOX @) 6" GATE VALVE W/BOX @ INSTALL 4" PVC, C-900 DOMESTIC WATER J 8"X6" TEE INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE INSTALL 8" PVC, C-900 FIRE SERVICE LINE INSTALL 3" PVC SCH40 DOMESTIC WATER INSTALL 2" PVC SCH40 DOMESTIC WATER CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED @ INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED e ~ ~ @ I ~ ® @) ® @) @ ® ® INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 8"X 6" REDUCER 4" TEE W/3-4" GATE VALVES W/BOXES 4" TEE W/4" GATE VALVE W/BOX 4" TEE W/2-4" GATE VALVE W/BOX 8" TEE 8"x6" TEE W/6" GATE VALVE VI/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 45" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExFE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV/FDC LINES) OR WHERE INDICATED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 2" RP BACKFLOW PREVENTOR PER W-21, C-7.3 WITH STEEL CAGE ENCLOSURE FOR CONTINUATION OF WATER SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER DETAIL 3, C-7.4. SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. (8) 2" BLOW OFF PER W-6 C-7,4 SEWER CONSTRUCTION NOTES: ® 4FT SEWER MANHOLE PER SM-01, C-7.3 @) INSTALL 8" PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC (SDR-35) SANITARY SEWER @) INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEll[R CLEANOUT (MOOIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEll[R & STORM DRAIN GENERAL NOTES FOR CONTINUATION OF SEll[R, SEE P-101.A, P-101.B, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 ABBREVIATIONS: COCSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT CMWD: SDRSD: SAN DIEGO REGIONAL STANDARD DRAWINGS 5 I (> I I I I I I I ~ • --r--"' ! ~ " ' " ', ' , \ ' \ \,, ' DRAWING NUMBER SAFC0 PRODUCTS • NE'W HOPE, MINNESOTA Rl:=-OROf~ laY PART NUM&R 6553 I I , ,, L I LJ 1 i-~ r ;\J c: 1 ..i I I I I I 4 4 92 94 I DRAWING NUMBER SAFO'.J PROOUCTS • NEV\/ HOPE, MJNNESOTA REOROE~ 8¥ P/\R'f NUMBER 6553 \ I I I ' NEW GYMNASIUM 'LANCER ARENA' -----·.----/\ 3 , I EXISTING LOCATION / Of ELECTRICAL /VAUll I ! I "' BUILDING"--\ 7100 i I I /\ I DRAWING NUMBER SAFCO PROOUCTS • NEW HOPE, MINNEOOTA REORDER BY Pll,Hf J\JIJMBE~ 6553 I . / I /---_ --~~tt~~-,i,-Ec_~_11i1~f~i~;~!~R~~E-- 2 ~ ·r,) ',<, ·,.._) --1 -........ J .... , '""-~~ ,\'_ ~ "--.~ \--·--··----., \ 2 1/2" "" "" BUILDl G -. I "" DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MJNNESOTA RED-~ SY PART NUMBER 6553 8100 \ FIRE SERVICE BUILT PER A#109~ '4---FS --+---FS F, SD PIV/FDC (NEW GYM) PER A#109078 1 _,,.--UTILITIES BUil T f' PER A#109078 ,,, " _,,.--.,28 "' "" I i " ' I "" ~1~~c;~gAF~cTC(T7:'i' s~g:u~biA ~~~iR~cE "- ONLY'/ SEE ELECTRICAL 'E' SHEtTS "- / . -I · · -E 5:---lllilil r --iBl!ll 1m:: ) ' im:: I m:111 -- MATCH LIN / J t;-, ,-~-, ~ ii !t!!~li I a }!!IIJ-''·~----- SEE SHEET C-5.5 SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 3 2 1 / 1 / .,, ,,, .,, ,,, DRew~o4~~~·lR 17 of 33} SI':~~. -:c;sm='A SAFOJ PRODUCTS • NEW REORDER SY PART Nl .----P(llilTl()IL lilof " Plllllf ~ llllt \JIJ~ I / / () I I II GRAPHIC SCALE " 0 • ( IN FEET ) I inch ~ 10 fl ,, ' : i : l ' ! ,l -\ r·1. ; ;,. ,, :~. ' PERKINS +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 I 213.270.8400 f 213.270.8410 www.perklnswiH.com Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SER VIC ES 1 04-110217 1 AC--FLS --SS -- DATE I ! Ht=-oR ~-'f ' i REFERENCE L ONLY -it -. I '· ,c.t -----=,--=~--;:--' 'I: • j Sheet Information it -0-.1-. -------1-1-10-3/2_00_9 · .. \ · ; Job Number 77104.003 :.if: . '-----------}l , Drawn DJC , ;k ' i Checked JI ·. : Approved DGW Title JI 1,•. ' UTILITY PLANS C-5.Li DSA APPROVAL ,, I 0 D C B !l ii DRAWING NUMBER SAFCO PRODUCTS • NEW HOPt, MINNESOTA REORC£R BY PART NUMBER 655:3_ ·---f\l&lli:;~EU!lflJfrl\l.HtJIViHl,LF~~-~ ~---------;. ------_______..._ 5 DRAWING NUMBER SARXI PROOUCTS • NEW HOPE, MINNESOTA REOROER BY PART NUMBER 6.5153 TIC)~ ............. / ,l ;:1--.J 4 -- E 5K'/ .. ----------- ,l WATER CONSTRUCTION NOTES: @ FIRE HYDRANT PER W-12, C-7.3 202.30 TOP BUILDING 6100 DRAWING NUMBER SAFCO PRODUCTS • NEW H<FE. MINNESOTA REOROEfl l:l_Y PAflT r-!1,,1tv1BER !;l_Q~:3 3 --j' i 8KV · ---···-········· .. r"·· I .... ,., ... -----,.--.. I- I I MATCH iii M :: lrn!mal -- DRAWING NUMBER SAFOJ PRODUCTS • NSN HOPE, MINNESOTA REORDER 6Y PART NUMBER 6553 LI E -SEE SHEET C-5.4-···· ·r I BUILDING 710Q ................ ---------.... \· \ \ I 2 ~ 202.10 TOP --......~n ~. : DRAWING NUMBER SAFCO PRODUCTS • NEW 1-ICPE, MINNESOTA REORPEfl BY PART NUMBER 6553 -~POI.ITIQI Ullif. QI" IR~t iijj IHI& Wl!E.---, - ,.- __ --, - 1 DRAWING N11 BIER OWG4o··.~9C 180131·. SAFCO PRODLX::TS • NEW _ -IN,'\IESOTA REORDER SY PART NU PERKINS +WILL 617 West 7th SI., Suite 1200 Los Angeles, CA 90017 1213.270.8400 f 213.2708410 www.perkinswill.com @) 2" WATER SER"1CE (SEE PUBLIC IMPROVEMENT PLANS) @ 4" GATE VALVE W/BOX @ a• GATE VALVE W/BOX \ <2 I 202.50 o---------\--<>--=-+--c..-_._ ... _ ... -". ·1 "'······· .. zg~.oo I .-2:~~~-~-, Top--·····-···r···----+------------, I ........ : ' Carlsbad High School New Construction 6" GATE VALVE W/BOX INSTALL 4• PVC, C-900. DOMESTIC WATER a•x5• TEE INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE 39 INSTALL a• PVC, C-900 FIRE SER"1CE LINE 40 INSTALL 3" PVC SCH40 DOMESTIC WATER 41 INSTALL 2" PVC SCH40 DOMESTIC WATER CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED 4 @ INSTALL BUILDING PVC WATER SER"1CE LINE SIZE AS INDICATED @ INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE ~ ~ @ ® ® ~ ® ® ® ® @ @ @) INSTALL 6" PVC, C-900 FIRE SER"1CE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 a·x a· REDUCER 4" TEE W/3-4" GATE VALVES W/BOXES 4" TEE W/4" GATE VALVE W/BOX 4• TEE W/2-4" GATE VALVE W/BOX 8" TEE 8"x6" TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) . 45' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExFE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV/FDC LINES) OR WHERE INDICATED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 2" RP BACKFLOW PREVENTOR PER W-21, C-7.3 l'.1TH STEEL CAGE ENCLOSURE FOR CONTINUATION OF WATER SER"1CE LINE, SEE P-101.A, P-101.8, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER DETAIL 3, C-7.4. SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. @ 2" BLOW OFF PER W-6 C-7.4 SEWER CONSTRUCTION NOTES: @ 4FT SEWER MANHOLE PER SM-01, C-7.3 @) INSTALL a• PVC (SDR-35) SANITARY SEWER ® INSTALL 6" PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MODIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES FOR CONTINUATION OF' SEWER, SEE P-101.A, P-101.B, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 GAS CONSTRUCTION NOTES: @ INSTALL 3" GAS LINE '91' INSTALL GAS SHUT-OFF VALVE (SOY) W/BOX VALVE ~ SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.3 • co I ~ I I I I I @)9 INSTALL GAS SER"1CE (BUILDING), SIZE AS INDICATED @ CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG IF REQ'D) I @) FOR CONTINUATION OF GAS SER"1CE LINE, SEE P-101.A, P-101.B, & P-101.C I GENERAL/ALL UTILITY CONSTRUCTION NOTES: @ PLUG ORCAP UTILITY @ POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREVIATIONS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS 5 j \ "' "( \ '\\ 0 \ ----~---·-~·-- 1 ~ I 1 -!--------·+· ' BUILDING 6100 I I I I ~ ' ·--·----+ , .. ········~---- . .. . ..._ -·-·-· ·-r- -----1 .. 1 ---•!.... "f\,f-----,SD-c----ll--0 i ---------+---t ~-+--su-r-----i-~ +----+--+-----·-·t ........... . --·1"'1-----t-- 1\ I ' I \ l "' I '<· 0 . \ ~A--;f"yL .. -fE:Q,..,-e-e ----t--\--·-····-+ ········· ··· '. \ I i ; ; ; -"·~· •• ' ~ 4--- ,, ii I ,, I' I ! , ; ' ; fl . -------------· X F········,.1R----iV i 6"DIP BUILDING 7100 I I I ··•---1-·-· ............. . I ~ . C I ' I , , I ..... ··········1-···· .. ··--·· ..... -··········j· ..... ········· FOR S RM DRA N DESIGN, SEE EETS C-.1 THRU 4.9 I 0 t --·-----·-·-·--.. -.-·-····--·-·---·-·-.-.. -·--•---·-·-·-·-·-!·-·-·--·--·-· ij . I .. ····-· .... -·· · --· -··· ·-··· 1·-···-· · -·· · ... ··t ·---·· .. . 0 I -,--~t \_ ELECTRICAL, SIGNAL, COMMUNICATIONS & LIGHTING FACILITIES SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL 'E' SHEETS <• < \ BUILDING ~00 \ ------------------. \ ' : / ...j........-- 1 I 1 .. ,·, .. .,, ,. ,, Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IDENTIFICATION SfAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES 1 04 .. 110217 I AC--FLS --SS -- DATE ISSUE Revision 1 DATE I Date 1 '"-------'-" } ff O R \~■ I· j }REFERENCE ~=-=--· ,,,-~--~ -·,2.-:12 -METis-1 --r ( MESTIC, W · ) \)ONLY .. l • ··\: . i 1- ·C1: · 1 ...L .., I ---------- i, ·, Sheet Information ,,, -,----------. ,, o· ,:1 ate : .'\-Job Number .. ii \i ;j· Drawn 11/03/2009 77104.003 DJC .......... G -..... -.. --.. ······-·----............... __ . __ ._._. ___ ... ··· .. ··-·--G ---~'11"-·-·--·· ·····--·-·-·•-.. ·-------............ G ----·--...................... G ... ----==== .. ·· .. ···_-.. · ·~:--.. -..... ··SG,_~r .... -.... --"--.....J"------G ,- ........... ,. ... _ ........ 5[)•-------.. ············ ......... _ .. _. SD---- -----········· .................. w ............................... . 4 "' ------............... w ··-· .. -···· --···-··-···· ............... w ........ -··-··-.............. -·-..................... ·--.. ·-·-·-···-w SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 3 2 ..... SD· .. ·······-............................. _ ___j... .. ....................... ·-SD . SEE DWG 457-9F' FOR CONNECTION DETAILS----. ·········-·· w -------·--· .. ··-.. -... ·--·--·· .. ---w --------w r· ,J GRAPHIC SCALE 1 10 I --· _, -· - ( IN FEET ) ' I 1 inch =-10 ft. 10 1 DGW Title UTILITY PLANS PD 08-06 ii OWG 457-9E " ,.,. 'SHEET 18 OF 33 Sheet C-5.5 DSA APPROVAL CopyMght@2009 Perklns+Will • N 0 D C B DRAWING NUMBER SAR::O PRODUCTS • NEW HOPE, MINNESOTA RRJROEA B.Y PART NUMBER 6553 -----roi,J1i,)M Wilt (JI ,,llt«l .JM 1,11S;.1Nt-·----- 5 WATER CONSTRUCTION NOTES: @ FIRE HYDRANT PER W-12, C-7.3 @) 2" WATER SERVICE (SEE PUBLIC IMPROVEMENT PLANS) @ 4" GATE VALVE W/BOX @ 8" GATE VALVE W/BOX 6" GATE VALVE W/BOX INSTALL 4" PVC, C-900 DOMESTIC WATER 3 a"x6" TEE 38 INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE 39 INSTALL 8" PVC, C-900 FIRE SERVICE LINE INSTALL 3" PVC SCH40 DOMESTIC WATER INSTALL 2" PVC SCH40 DOMESTIC WATER 4 CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED @ INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED {B) INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE ; ~ @ ® ~ @j ® ® ® ® @ ® INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 a·x 6" REDUCER 4" TEE W/3-4" GATE VALVES W/BOXES 4" TEE W/4" GATE VALVE W/BOX 4" TEE W/2-4" GATE VALVE W/BOX 8" TEE 8"x8" TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 45" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 @) DUCTILE IRON PIPE SPOOL PIECE (FExFE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV /FDC LINES) OR WHERE INDICATED @ FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C @ 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 @) 2" RP BACKFLOW PREVENTOR PER W-21, C-7.3 WITH STEEL CAGE ENCLOSURE @ FOR CONTINUATION OF WATER SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER DETAIL 3, C-7.4. SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. @) 2" BLOW OFF PER W-6 C-7.4 SEWER CONSTRUCTION NOTES: @) 4FT SEWER MANHOLE PER SM-01, C-7.3 @) INSTALL 8" PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC (SDR-35) SANITARY SEWER @ INSTALL 8" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MODIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES r -oz 1r11 (Jl • (,0 FOR CONTINUATION OF SEWER, SEE P-101.A, P-101.B, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 GAS CONSTRUCTION NOTES: ® INSTALL 3" GAS LINE 1gr INSTALL GAS SHUT-OFF VALVE (SOV) W/BOX VALVE I.e.)/ SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.3 ~ INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG IF REQ'D) ~ FOR CONTINUATION OF GAS SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C GENERAL/ALL UTILITY CONSTRUCTION NOTES: (§) PLUG OR CAP UTILITY @ POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREVIATIONS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS 5 I I I I I "1 --~/ J--"<:-\ I DRAWING NUMBER SAFOJ PRCXJUCTS • NBN HOPE, MINNESOTA REORDER BY PART NUMBER sgg.3 . ·---~-~f1!WIO~ti;11£cllfttttNIQllll!lldHC~ ---- 4 BUILDING 3000 BUILDING 2000 " I /\ .~ i i;;. 1Jl. '. [j d!!!T f) ""1. I 4 --I --·--• ---- 1 ' ca Vl ! I \ i Cl :;) ! .I" Y(' !:J . L'. ~.1._ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NU!ViBE8 6553 DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, M!NNEOOTA REOROER ev PAfff "!UMBER '3553 '"·-·· -~rtJSmDk~l'"1llfHIIIITO.IH11Ult------1".)S!l,U~~a~i,lrfilll'!Okii:lfl:f!t---·--- D 3 -MATCH LINE SEE SHEET C-5. 7 SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 3 -'i- i 2 2 \ \ DRAWING NUMBER SARXJ PRODUCTS • NEW HOPE, MINNESOTA nEOr!DER SY PART NUMOCR 6:0~:t ---, ..... '" fl/SlllON t;,ijf;'. (If .''!Ii/It ~N lHII liNE•·---- \ \ J I I I \ I I I 1 I I I I SAFCO PRODUCTS • Ne/II -----Hl\JflULR 6¥ PA/-lTflTJf;:'181:R 6551, ----:.-osm~ tOIIE tlf i'1Ullt OIi rn11 ~lllli-·------ , .. ( ' . ,•J " a,~ ,-,\ l ·,t !, ;'), ,,:, ,,•,,; ::1 :\ (ii,: l--1 ,. i :{ '.·\f.' ,;;· :;1 ' ,,_ ~} ('"' ; ,-;g . -:~. ;:j: ,t , ,: .. ,,, ":· j '1 'j ! . 1 I ' i ' I • ! '.l· -1 ' Ji I : i I ' I 'j l '1 i :,:;-1 : " ,., . . ,. ,,, ' ·, i :: ,, p E R K I N s + w I L L 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perkinswill.com Carlsbad High School New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 .' i ,-------------, . i ,; IDENTlrlC A TION ST AMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULA -:-ION SER VIC ES I 04-110217 I A" DATE FLS--SS -- OLD GYMNASIUM "' I GRAPHIC SCALE 10 0 • ,. ( IN FEET ) 1 inch '"' 10 ft. 1 j '. ' I NO I ISSUE DATE I j -~R~•~vis~io_n _1 ----~□•~'•~1- FOR ' REFERENCE ONLY 'j -----=-~..,.-,,..-~,--Sheet Information i -□.-t.-------1-1/-031_2_00-9 . ' ----------; Job Number 77104.003 : Drawn OJC : \ Checked '----------: Approved DGW Title UTILITY PLANS PD 08-06 . , DWG 457-9E 1 SHEET 19 OF 33 '~-~------- Sheet C-5.6 OSA APPROVAL -'j ----~-~---/ Copyrighl © 2009 Perkins+Will '. ;f \.' :_,;- ' l!ll!l!lliU , 0 D C . 8 DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAF0J PROOUCTS • Nl:\l'I HOPe:, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA 81;'DRO~A .ev PA.BJ NJJMBER 6Q!i3 REOROE8 av PART NUMBER 6:'>53 SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PROOUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIRJROEA BY PAfff h'I.J'1.'!3[R 5553 m'CROO'I ev rt.FIT tJUl\'TIJ[R 6::i53 -------l'LJ$111i,lltl)l;([,ff/1!11Tlilrnt5L,KI::-----------.......--..-----~-1'01iilB)lltU\if:(lfrR1111~•:,111l,llt--------------~---.. ----- R!:OROER BV PAR'f Nll">~BEA 6553 ····-•~-.-l'(l~Hl~-Wiilr.fl'~IIIT.lll11lll'-Elit~ --------------------•----~ --r~111u•L"lll(lfn1.1NJ.a;1111L,III:----------~------~----·---l'UiUI.Jjt~iilr.frn11111J.11rH!tWII£---. -~-----~ ---------- 5 w ATER CONSTRUCTION NOTES: ® ® ® ® @ '561 > .) 'I > 3• 19 > 40 >-~ ~ @ @ ~ ~ @ @ I ® ® © ® @) @ ® ® @ (§ ® 66 6 111 FIRE HYDRANT PER W-12, C-7.3 2" WATER SERv1CE (SEE PUBLIC IMPROVEMENT PLANS) 4" GATE VALVE W/BOX 8" GATE VALVE W/BOX 6" GATE VALVE W/BOX INSTALL 4• PVC, C-900 DOMESTIC WATER 8"X6" TEE INSTALL RESTRAINED JOINT 6", DUCTILE IRON PIPE INSTALL 8" PVC, C-900 FIRE SERv1CE LINE INSTALL 3" PVC SCH40 DOMESTIC WATER INSTALL 2" PVC SCH40 DOMESTIC WATER CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE INSTALL 6" PVC, C-900 FIRE SERv1CE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 8"X 6" REDUCER 4• TEE W/3-4" GATE VALVES W/BOXES 4• TEE W/4" GATE VALVE W/BOX 4• TEE W/2-4" GATE VALVE W/BOX 8" TEE 8"x6" TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 45' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExfE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV /FDC LINES) OR WHERE INDICATED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 2" RP BACKFLOW PREVENTOR PER W-21, C-7.3 WITH STEEL CAGE ENCLOSURE FOR CONTINUATION OF WATER SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER DETAIL 3, C-7.4. SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. 2" BLOW OFF PER W-6 C-7.4 s EWER CONSTRUCTION NOTES: @ ® ® @ (§ @ ® @) 4FT SEWER MANHOLE PER SM-01, C-7.3 INSTALL 8" PVC (SDR-35) SANITARY SEWER INSTALL 6" PVC (SDR-35) SANITARY SEWER INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MODIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES FOR CONTINUATION OF SEWER, SEE P-101.A, P-101.8, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 G AS CONSTRUCTION NOTES: @ @) INSTALL 3" GAS LINE INSTALL GAS SHUT-OFF VALVE (SOV) W/BOX VALVE SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.J INSTALL GAS SERv1CE (BUILDING), SIZE AS INDICATED 0 ~ 94 CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG If' REQ'D) @) FOR CONTINUATION OF GAS SERv1CE LINE, SEE P-101.A, P-101.B, & P-101.C G ENERAL/ALL UTILITY CONSTRUCTION NOTES: • @ @ PLUG OR CAP UTILITY POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREYJATIONS: C OCSD: C MWD: s DRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS 5 4 -- BUILDING 2000 , .. ,,, ............ ,, ............ , .. s _, I . ·,1:·,-f ; i : . ., i, ! I i . . rr , ' 1, I 1 , , 1 7 ·7. b---=-~~~~~~B-_u_1~_0-_1~_G_,-_·_=f ··;;==·,~:,t'.~ ; ,_ I j~ I I I I I 11 j SD v--·--r ..... - () 2 1/2'- S1l r--~43 HVR ~S A 50 46 • -- 4 I I I { ' I j 11 .30 I [j_ ;p=-'f11' I' (/) G) I I / 193.10 IE ~ '\ ( ,1\/1,, / \. 3 2 MATCH LINE SH tr r_, c _: s:"6 - . L ·II I ,.I . J! . \. r ii ~-------<+----t---+--..-------,r ' r • 36 I • I s 89 ,-,-··:··\ -~---· --········•··G .,.;,,---~' ---------,' ..•. ,. , .... ELECTRICAL, SIGNAL, COMMUNICATIONS & LlyH ltjG FACILITIES SHOWN FOR; i REFERENCE ONLY. SEE/ ' ELECTRICAL 'E' SHEET$. . ; '··, ·, '1 ~-······ [ -:7'.A, r f ~ I c; A 1· 1 () N (~ () N TR() ~~1tdlf..JG 5000 -- .. ~, 199.9 TOP -- ' , 201.90 l .. TOP- I 203.30 I TOP i99. \'.jj 18 • ,; MATCH LINE SEE SHEET C-5. 8 3 SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 2 . -. -.. :.l . ;>-2--• '•" ' . . rs 46 50 201.85 TOP -- 201.80 \TOP \ I ~ i '\ --.-,, 1 1 I C' . . -.. /1 ~rs-+---&J HW 1 200.60 TOP 7 \) ., I GRAPHIC SCALE " 0 • ( IN FEET ) I inch ~ 10 f~ " +WILL 617 West 7th St., Suite 1200 Lot Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perkinswiH.com Carlsbad High School New Construction Carlsbad ' Unified School District 3557 Lancer Way Carlsbad, CA 92008 \>.()FESS I ' '],-'-VI. ~s ·~~ CALI IDENTIFICATION ST AMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULA !ION SER VIC ES 1 04-110217 1 , ] AC.--FLS --SS -- '.[ , LC':.'A'_:'TE:_::========.J " ' J l ' FOR ~ REFERENCE a.! ONLY 1 Sheet Information -----------" Oate 11103/2009 · ] Job Number 77104.003 '-----------. Drawn DJC .-----------. , f Checked ' if i-----------i Approved OGW ·:i . ' Title UTILITY PLANS Sheet C-5.7 DSA APPROVAL Copyright@ 2009 Perkins+Will D C B + DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFC0 PRODUCTS • NEW HOF'e, MINNESOTA SAFC0 PAOOUCTS • NEW HOPE, MINNESOTA SAFCO PROOUCTS • NBr\f HOPE, MINNESOTA R~R_DER ~y PART NUMBER 6553 _ ~ED®_E_R BY f:ART_~\:llylBER 655,3 REORDER BY PAfff NUM_BER 6553 SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS , NEN INNESOTA --·--fOi)JWll~gij;(lf['/llll'tQJTlll5~1Nt·---~ -------------.... -------~-..... --f\lllTlallW.£~fflllll .. 1H1,L:11£---------------------------------ru1m1vll<O(l(l,lf1'f,llll01trHllL,:C·---- REORDER BY PART NUMBER 6553 REORDER 6¥ PART NUM6E-R 6553 . l=!EQROE---R QY PAAl"-NU~49~' ilii:3--- ----__,_____..,. ------------· ·-------------:'~lllW~Ul(lt:UHl'IJ!H.llliliSGflt-·------~-----·----------·---fil$111_.0:Ur.fYffRlll1illlTHl.iL;lli~ ---------------,----.,.,.. -,,_..,. -··-'· • ,_,...,..._ -----..,..--rlJ&llliJllt!llilqli'lllll;)lTWI~--. --• -• -·----___ , __ 5 WATER CONSTRUCTION NOTES: @ FIRE HYDRANT PER W-12, C-7.3 @) 2• WATER SER\1CE (SEE PUBLIC IMPROVEMENT PLANS} ® 4" GATE VALVE W/BOX ® 8" GATE VALVE W/BOX @ 6" GATE VALVE W/BOX 36 INSTALL 4" PVC, C-900 DOMESTIC WATER 3 a"x6" TEE 3 INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE INSTALL 8" PVC, C-900 FIRE SER\1CE LINE INSTALL 3" PVC SCH40 DOMESTIC WATER INSTALL 2" PVC SCH40 DOMESTIC WATER CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 a·x 6" REDUCER 4• TEE W/3-4" GATE VALVES W/BOXES 4" TEE W/4" GATE VALVE W/BOX 4" TEE W/2-4" GATE VALVE W/BOX a• TEE 8"x6" TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2' BENO/~ITTING (FITTING SIZE TO MATCH LINE SIZE) 45' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90' BENO/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON OWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExFE} LENGTH & SIZE AS REQUIRED (E!Emt:EN TEE'S FOR PIV /FOC LINES) OR WHERE INDIC:A TED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.8, AND A-111.C a• DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 ~~E~r ~:g~F~~iLiri:NTOR PER W-21, C-7.3 WITH FOR CONTINUATION OF WATER SER\1CE LINE, SEE P-101.A, P-101.B, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER DETAIL 3, C-7.4. SLEEVE SHALL HA VE NO HORIZ. OR VERTICAL DEFLECTIONS. (ill) 2" BLOW OFF PER W-6 C-7.4 SEWER CONSTRUCTION NOTES: @ 4FT SEWER MANHOLE PER SM-01, C-7.3 @) INSTALL a• PVC (SOR-35) SANITARY SEWER ® INSTALL 6" PVC (SOR-35} SANITARY SEWER @ INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MODIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES FOR CONTINUATION OF SEWER, SEE P-101.A, P-101.8, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 GAS CONSTRUCTION NOTES: @ INSTALL 3" GAS LINE '91' INSTALL GAS SHUT-OFF VALVE (SOV} W/BOX VALVE \;!.;/ SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.3 @ INSTALL GAS SER\1CE (BUILDING}, SIZE AS INDICATED @ CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG IF REQ'D) @3) FOR CONTINUATION OF GAS SER\1CE LINE, SEE P-101.A, P-101.8, & P-101.C GENERAL/ALL UTILITY CONSTRUCTION NOTES; @ PLUG OR CAP UTILITY @ POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREYIA TIONS: COCSO: CMWO: SDRSO: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS 5 I / ' . I ADMIN BLDG ~ ('• . ··7'' f ·, 4 _,.,. ( \... I /,: I , N \ / I . ; . ----···· ! ...... -•-·----·------•--. .............. I __ ,, ______ _ o-O=o -r)' .>. ' 3 -- ; .'\l -----·· .. E: 5KV ------·······-.. --.-·--·-·-··---·-. :: !,J 19 .65 IE /,··,Ar)· i r·· i \ 1 ,-• \ i.,. ... , l ✓, I FOR STORM DRAIN DESIGN, 2 SEE SHEET C-5. 7 ---------MATCH LINE ................... ·-············ ...... _ E SKV---- BUILDING 5000 --..... ., .. -············· .. ·--······ ............ _._._ .. _ f. r-:·, FOR CONTINUATION SEE OWG M-101.8 SEE SHEETS C-4.1 THRU 4.9 ' ~ 6_ ..... ·r··jc!=6!c==sD =··+=· ·-=-4F =·····=··-SJ=····· 6:. ··=··-·• .. -E _Sl•=~~-...--6=--~•---,-./ 1 / 2· i'l-1 ' I .. '\ ;::®. 3" ~------G----~-'--.;....--~------G------, 7 \ -\/<~STEEX~~T. C~AL\' \:·_:1 ELECTRICAL, SIGNAL, COMMUNICATIONS & LIGHTING FACILITIES SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL 'E' SHEETS ARTS CENTER GAS REGULATOR TO THIS LOCATION -----" CULTURAL ARTS CENTER --I ····-·---- o-0== ·····-i ··•··-······-·····--···-i r----, I 77 I I :c I I I --···-·-··-I ---··-··· ! ' \ ' ~:·- \ I -:_j· -.. i' i -, \ r"" !3 \ \ \ ------~,[)-·····-·-···-·k':~ ....... . ---so ··· · ......... ·---··-·-·-···-··----SD·······-········ ...... _. ·· SD MON ROE"'~/ -----~~~'-'··~···-·~-··-~···-~·····-~-~·-·-~·--···-··· -·-·-->"~-·.,-······~···-··-·-····--·-_____,··~· -,-.·--·-·--•-on~S ··~--~~.,-.. -. ............, ....... "~-·---··---"---------SCC-··~-···-··-··-·.,. .. =-·· .. ·· -----S-----___ --,c,__,,-_______ ..,.__ .... _ ..... ~ ....... .. --w -------- 4 3 SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY . SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 2 1/2" .i / "l, C 'u iJ \ 6" \ \ I 1 of'I () I •1 ! \. l <>-+-----11 s:n\-\--'-x-:..;-<{,f!;,-~-r-,.~--· -cir- \ "1€1.1...4-'-'-!..> I '-... i FOR CONT\NUA TION '-...; SEE OWG ~-101.8 i......... ......... \ ......... _\ r..Tlµ··..}.zc' .'.':'_ =f-t 111 I~ I ......... ·--··--\ . 3 /\. N ~cTJ1cAL, SIGNAL, \ COMMWNICATIONS & LIG~TING FACILITIES SHOWN FOR REFER NCE ONLY. SEE ELECT ICAL 'E' SHEETS -1-- i G) BLDG 5100/5200 \ Pl jT\ I I GRAPHIC SCALE 10 0 • 1 ( IN FEET ) 1 inch "" 10 n.. . .. <t ·o . r i -. ,· i ' . I . _; : j I : l • I I I -, .. i. Bi ! . '. i- PERKINS +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.6400 1213.270.8410 www.perkinswill.com Carlsbad High School New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92()08 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES 1 04-110217 I AC--FLS --SS -- CATE I NO I ISSUE DATE Revision 1 Date 1 FOR 1REFERENCE ONLY Sheet Information Date 11/03/2009 Job Number 77104.003 DJC : / Checked Approved DGW Title UTILITY PLANS PD 08-06 DWG 457-9E ' . :· ; , SHEET 21 OF 33 . : ', i ' '1 Sheet ' .· ·J · ... l C-5.8 DSA APPROVAL Copyright@2009 Perkins+Will DRAWING NUMBER ---------'I-~ SAF0J PRODUCTS • NP-N HOPE, MINNESOTA REOROEfl BY PART NUMBER 6553 -·-,-·--·-·---fiwift~Mf00£~1·ftllll'ill'~!IL1ift..:..:.......---------'!--- • - 0 I 5 WATER CONSTRUCTION NOTES: @ FIRE HYDRANT PER W-12, C-7.3 @) 2" WATER SERVICE (SEE PUBLIC IMPROVEMENT PLANS) Q3) 4• GATE: VALVE W/BOX I I 5r ( ,-, ,t..; @ 8" GATE VALVE W/BOX 3 6" GATE VALVE W/BOX INSTALL 4• PVC, C-900 DOMESTIC WATER 8"X6" TEE INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE I I I D C 39 INSTALL 8" PVC, C-900 FIRE SERVICE LINE 40 INSTALL 3" PVC SCH40 DOMESTIC WATER 41 INSTALL 2" PVC SCH40 DOMESTIC WATER 4 ® e ; ~ @) ® ~ (§ ® ® ® @ @ ® ® CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 8"X 6" REDUCER 4" TEE W/3-4" GATE VALVES W/BOXES 4• TEE W/4" GATE VALVE W/BOX 4" TEE W/2-4" GATE VALVE W/BOX 8" TEE 8"x6" TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 45" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExFE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV/FDC LINES) OR WHERE INDICATED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 @) 2" RP BACKFLOW PREVENTOR PER W-21, C-7.3 WITH STEEL CAGE ENCLOSURE FOR CONTINUATION OF WATER SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDl<,;ATED PER DETAIL 3, C-7.4, SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. @) 2" BLOW OFF PER W-6 C-7.4 SEWER CONSTRUCTION NOTES: @ 4FT SEWER MANHOLE PER SM-01, C-7.3 @) INSTALL a• PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MODIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES FOR CONTINUATION or SEWER, SEE P-101.A, P-101.B, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 GAS CONSTRUCTION NOTES: (/) fTl I I fTl ~ (/) )> -I :r:,o fTl :r: fTl -!Ir -oz I fTl (Jl • N I I I "' I \ B @ INSTALL 3• GAS LINE , ' '91' INSTALL GAS SHUT-OFF VALVE (SOV) W/BOX VALVE li!.Y SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.3 @9 INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED @ CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG IF REQ'C @> FOR CONTINUATION OF GAS SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C GENERAL/ALL UTILITY CONSTRUCTION NOTES: @ PLUG ORCAP UTILITY @ POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREVIATIONS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS 5 I I I I ' I . U) I 0) '~ 0) = 4 I = ' • DRAWING NUMBER SAFOJ PROOUCTS • NEW HOPE, MINNESOTA REORDER BV PART NUMBER 655:J ----fDSITIUN l'.llOii( VI l'Kli'IT OI /HII L,IIE-"",.. -·-·-- 4 SD □ .. ,,,.,.,,,,,., .......................... , .. 5 __ ,,,,, ....... , ..... , ... , .. 5 = = = = - 4 = ..... '" ·-.... ---• / I I I \ ol I ' \ \;) \ - = -- 38 0) • DRAWING NUMBER SAFCO PRODUCTS • NE-N HOPE, MINNESOTA REORDER BY P4fil Nl,Jf081;:_R 6553 __ " .. ----Pl\SlllOK oui;t (JI" !"I\INl •JM 1~1, u~-,.--""""" 4 189.00 TOP 90 '1 .. ~90.80 \;:'.;r TOP -- 3 3 \ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 ~---~ ----fllSilmki:t•lif. .If ,'It.Hf.;• rl!IEL.liE·-··---• MATCH LINE 2 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER B_Y PAR_T NU~ER 6_~53 ·-··-----~O~ITIQN (UGf.VI /'~;NI UMT~II "ME---.---- \ \ \ " NOTE: WITHIN AREA INDICATED \ \ \ ! EXISTING UTILITIES ARE EXTREMELY C · NGESTED. PROPOSED ' UTILITIES ROUTINGS ARE SUBJECT TO 1CHANGES BASED ON EXISTING Ul , r::-r r=-r, L,_ 1_ L-\___; "' I § ,;y I • ,1 ,, -&W4 L ffi@J t WI ~ ~ !:ilfu ! ! ! 2 ¥ m&iH!!I -:Mil ; IIIIIU-•llllffillllfu!WIIIILlllll)imlllllllll:JOOilll ----SEE SHEET C-5.10 SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 2 -I- I 1 10 1 I I I I ....... m,•• G --- ---------------=---• 1/ ·--~ GRAPHIC SCALE • • ( IN FEET ) I inch ~ 10 fl •• I I I PERKINS +WILL 617 West 7th St, Suite 1200 Los Ange!85, CA 00017 1213.270.BAOO f 213.270.BA 10 www.perklnswiH.com Carlsbad High School New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SER VIC ES 1 04-110217 I AC--FLS --SS -- DATE i r: '. f l· ' I ' tl ' ' _:; f I NO I ISSUE -\, Revision 1 DATE Date 1 f' j I I_ I 'FOR ' REFERENCE 10NL Y :· ,j ' ; 1 -: r i i Sheet Information f .. j , i _D_ato _______ 1_11_03_!2fl0_9 , • i · Job Number 77104.003 ' l-·, , ' Drawn DJC i 1 Checked ' j ·: l Approved ':i, DGW Title : UTILITY PLANS 'i PD 08-06 ·-j DWG 457-9E _. i SHEET 22 OF 33 ·. l ·. r ' -I J 1-;' _:_ .;. ' ' Sheet C-5.9 DSA APPROVAL Copyright@2009 Perkins+Will • - 0 D C B + DRAWING NUMBER SAFCO PAOOUCTS • NEIN HOPE, MINNESOTA REORO:R BY PART NUMBER 6553 -----f~~l110kW[l{(lf['ftlHTvNrn1SLl~E-- 5 WATER CONSTRUCTION NOTES: @ FIRE HYDRANT PER W-12, C-7.3 @) 2" WATER SERVICE (SEE PUBLIC IMPROVEMENT PLANS) @ 4" GATE VALVE W/BOX @ 8" GATE VALVE W/BOX @ 6" GATE VALVE W/BOX 36 INSTALL 4" PVC, C-900 DOMESTIC WATER 3 a•x5• TEE 38 INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE 39 INSTALL 8" PVC, C-900 FIRE SERVICE LINE 40 INSTALL 3• PVC SCH40 DOMESTIC WATER ® @ ® @ ® ® INSTALL 2" PVC SCH40 DOMESTIC WATER CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED INSTALL RESTRAINED JOINT a• DUCTILE IRON PIPE INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 a·x 6" REDUCER 4" TEE W/3-4" GATE VALVES W/BOXES 4• TEE W/4" GATE VALVE W/BOX 4• TEE W/2-4" GATE VALVE W/BOX a• TEE 8"x6" TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 45" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExFE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV/FDC LINES) OR WHERE INDICATED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A. A-111.B. AND A-111.C 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 @) 2" RP BACKFLOW PREVENTOR PER W-21, C-7.3 WITH STEEL CAGE ENCLOSURE FOR CONTINUATION OF WATER SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER DETAIL 3, C-7.4. SLEEVE SHALL HAYE NO HORIZ. OR VERTICAL DEFLECTIONS. @) 2" BLOW OFF PER W-6 C-7.4 SEWER CONSTRUCTION NOTES: @ 4FT SEWER MANHOLE PER SM-01, C-7.3 @) INSTALL a• PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MOOIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES FOR CONTINUATION OF SEVvrR, SEE P-101.A, P-101.B, & P-101.C SEVvrR LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 GAS CONSTRUCTION NOTES: ® @) INSTALL 3" GAS LINE INSTALL GAS SHUT-OFF VALVE (SOY) W/BOX VALVE SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.3 @9 INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED @ CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG IF REQ'D) @ FOR CONTINUA TIDN OF GAS SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C GENERAL/ALL UTILITY CONSTRUCTION NOTESt (§) PLUG DR CAP UTILITY @ POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREVIATIONS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT · SAN DIEGO REGIONAL STANDARD DRAIIINGS 5 I I = , ' ,, = = DRAWING NUMBER SAFCO PRODUCTS • N8N HOPE, MINNESOTA REORDER BY PART NUMBER 6553 4 - = = = !Ill s ----..................... 7 ··· .... ~,s -""'"\., ... I . ....... ., ......... H'' I I .............. H\, .. '· '-, l","'CJ E_ --}w f I 1,7 ___ ,,.,.,_.,, ... , __ Ji ~·······• HW .. , ...... H'W = = = = ()() f"\/ \ 1\ ! -. r·-! N 0, [_ I ' - 4 = I HW = -- = = DRAWING NUMBER SAFOJ PRODI.JCTS • NE'W HOPE, MINNESOTA REOR~ BY PA_l:!T_NUMBF;f! (l553 ··• ···--•-f'1/~ITWll~Dlifl.lfl'l\lN1Ql11UIUltt--..---·- = J', -'-J a" , - -- 192.80 TOP 3 DRAWING NUMBER SAFCO PRODUCTS • N8N HOPE, MINNESOTA REORDER 6Y PART NUMBEa 6553 , -----f~~l'IIUktH;f.iJI Ci\iltt !ill lll'li U<lli:---.---· -•• ! 11 \ ADJUST EXIST. SEWER CLEANOUT TO NEW GRADES. PROVIDE NEW COYER PER @ - · ·· ~-----s i1¼~~~~AtJ:cf~wtti•s~g~u~b~A ~~~{R~CE ONLY. SEE ELECTRICAL 'E' SHEETS DRAWING NUMBER SAFCO PRODUCTS • NE'W HOPE, MINNESOTA 8BJl10[R BY Pl'.f.!f NUMBER G553" ·----Mll!l;lj~llfi£'1ralN11111tHlf~IM£--- --rr:nrsc,;prrmr 1 -rrwrn 1q:zzr1zzrrm _ BUILDIN~ 2000 \' __ · ·······SD ·· ·· · ·· ·· · -----·-·--------·-·------------------------·-· ---S,., --- -· EXIST ELECT-VAUbT------ LOCATION ·········· ............. ., ........ s GREAS TRAP i--3• VENT · ·-t.lNE-r--:J'"-; ' I -l··c;c·., !' JJ \:::=:===:l q::::j 194.40 IE 194.50 IE (/) rr,. BUILDING 4000 C' ("' ("\ rr, ~ ! •• ) j \i ' ~ vii 1+--HW) ! ... ' HI;·,"·--·~-~-~=· ~!~-~~;~; ·: 'HW=f Hw ·······-/~------_-·_·-_-;~--: ,1 : iii-'HW/L HW / ...... ilW );! iW1 I HW ·--1111 ,,,}1w .. G. ···~ HW I , I HW ·~HW = _//-~~ J ~ / _, - ~ .. ,, ...... , ..... ,. I) a" , - 196.15 TOP .. i1 ,1 I • 55 196.85 TOP (;) i1 ! 0 0 o, d' 0( 0 198.30 "-i TOP , i .. _ -~-~ I ~-:::+\ ' l t --'r---; c_}· ~---+- i g I I .. J < ·· HN £· I. ! SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 3 38 i1 "'· a (F, , _, ____ l .. ~ Ni s-l .1---- CJ ~ 7 X 11r=""'i==i1 '<: I c 2 FDR STORM DRAIN DESIGN, SEE SHEETS C-4.1 THRU 4.9 -- E=XI ST r--RE: ,J Vi 196.4 TQP,,;v--. .. ---., ~.9.:·c···:···· 93 BUILDING "212(]" f\LJ\R~,1 c: C) N TF< C) L_ T M& ---Milill/1: \\ ~. - 1 190.00 IE () U) -.WW r [!ill • GRAPHIC SCALE ,o 0 ' ( IN FEET ) l inch =-10 ft. " I , I , ·1 + . ! -:-j1;_ , l :I ' .:'-·t . ' ::'-j 1 i )j : f :-:} ;1,i '. ff '. ")[, : i I 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.8400 I 213.270.8410 www.perkinswlll.com Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 1tOfESS1 '{f\. '/1. -No. vr-,,,~,1 Vi\. CALI II' · l . 'I' r-----------, ·, ·,, IOENTlflCATION STAMP ;, DIV. OF THE STATE ARCHITECT OFFICE OF REGULA !ION SERVICES ' ! 1 04-110217 I AC.--FLS --SS -- DATE ' rl N'"o"'I --"',s"'suc::e~--.---,o,.,A""TE;,--, .. ; __ Re_v_isi_on_1 _____ D~•-le_1_ J ' i ' : F. OR "J: ,; -;i, : ! ::':--. REFERENCE . ' ONLY , ·I • . ·; • q )11' • ! ------=s:--h-ee-:tc-:1,-n-=-fo_r_m_a-,-t""lo-n lL '-----------;,· · '. Oat111 11/03/2009 C ·.r i 1·-\ 1 Job Number 77104.003 ;~Ji,' 1 -----------Drawn DJC Title UTILITY PLANS C-5.1() DSA APPROVAL Copyright@2009 Perklns+Will • - 0 D C B DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA nEa.1DCR av rr-RT Nt..;ti1f3CR 5553- 5 WATER CONSTRUCTION NOTES: @ FIRE HYDRANT PER W-12, C-7.3 @) 2" WATER SERVICE (SEE PUBLIC IMPROVEMENT PLANS) @ 4" GATE VALVE W/BOX ® 8" GATE VALVE W/BOX @) 6" GATE VALVE W/BOX 36 INSTALL 4" PVC, C-900 DOMESTIC WATER 3 a·xa· TEE 3 INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE 39 INSTALL 8" PVC, C-900 FIRE SERVICE LINE 40 INSTALL 3" PVC SCH40 DOMESTIC WATER 41 INSTALL 2" PVC SCH40 DOMESTIC WATER 4 CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED @ INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED @ INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE @ @ @ @ ® ® INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 a"x 6" REDUCER 4" TEE W/3-4" GATE VALVES W/BOXES TEE W/4" GATE VALVE W/BOX TEE W/2-4" GATE VALVE W/BOX 8" TEE 8"x6" TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1/4" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 45' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExFE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV/FDC LINES) OR WHERE INDICATED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.B. AND A-111.C 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 2" RP BACKFLOW PREVENTOR PER W-21, C-7.J WITH STEEL( CAGE ENCLOSURE FOR CONTINUATION OF WATER SERVICE LINE, SEE P-101.A. P-101.B. & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER DETAIL J, C-7.4. SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. (ill} 2" BLOW OFF PER W-6 C-7.4 SEWER CONSTRUCTION NOTES: @) 4FT SEWER MANHOLE PER SM-01, C-7.3 @) INSTALL 8" PVC (SDR-35) SANITARY SEWER ® INSTALL 6" PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MODIFIED) PER S-6, C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES FOR CONTINUATION OF SEWER, SEE P-101.A, P-101.B, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 GAS CONSTRUCTION NOTES: @ ® ~ INSTALL J" GAS LINE INSTALL GAS SHUT-OFF VALVE (SOV) W/BOX VALVE SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.3 INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG If REQ'D) {§) FOR CONTINUATION OF GAS SERVICE LINE, SEE P-101.A, P-101.B, & P-101.C GENERAL/ALL UTILITY CONSTRUCTION NOTES: (§) PLUG ORCAP UTILITY ' @ POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREVIATIONS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS 5 DRAWING NUMBER SAR::o PRODUCTS • NEW HOPE, MINNESOTA REORD:R 8¥ PART NUMBER 6553 4 ~ ,, /'.\ K-V--.•. ,·..:":.:::'2,:!-··5(j·: I·_-_+. i .. -..• /,---t--· ···· E 5KV ····· = = --....,,-;::, 'r , __ .,.. = ' , -t--=--+-=----t---<-0 = = \ = \ = \ ' I /--1/,0i\' 1, . .,1 \ J ' . ·1 I ' ··•···········1 lliJ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA ROOROER BY PART NUMBER 655:J ·--~ ---rclSl]IOI. U'(i( (.If l'hita OIi JH!S u""-·------ -- ~-'K './ .... -.... d::== I - ~ ~ ( ' '-;:;: ·--... ·--· ""- = I I = I /1 i r····-I ' I r······· LJ lJ 1 •.• ,, I I ,j ' " I I [5J [;j~/~ -.. ---.--. _-_-_~~ ...... -. --.--.. ~ ...... =/~-~._-_-... -.,_-._.-__ L--.----.~=.lb·---_=_-._.--..... -.. =--..J..~--·--·-·•-. =~b·-·-· .~. ··--·-L· .-__ -__ -.-. ~.~:_:/ " / ELECTRICAL, SIGNAL, COMMUNICATIONS & LIGHTING F AGILITIES SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL 'E' SHEETS~ -----------~ I 3 -IS I I I +---l . _____ l ___ 1_ __ 1_ MONROE ············= s DRAWING NUMBER SAFCO PRODUCTS • NEW" HOPE. MINNESOTA RE0R0ER 8¥ PAHi" NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER SY rARf f4UMl3CR G553 · ,. ---·-"~ -------H.'~11!01 W(l( Uf ~~IJt? Ul l~IS L,Jtf.-· ·-----•~ --"-·---~ ----··-------•----f111i!l!QlEWlilffR1tll:JllllllUHi----·- 4• PVC 46 50 -~ REMOVE 8"X6" REDUCER '--~ V) ·----{ )() b ·--1 ~--'"I ~ .. ---zz,0 ;-·::·· ... ·----·---.. -•' I 1 -- .,, v, ► _,_ & CONNECT TO EXIST. 8" _ ··-~ ... ····-·----1-rr>, ·······--·ACflRE-SERVlef-tlNE·····SD __ _L_ -··················SD-------- 1 fe~ P\IG. "l-j,7-'IF I =--====.J,?¥""-' ' -s ---=-=-====---5,• ............... ·------~J SAFCO PRODUCTS •, NE\N 1-iClflf:MiNNESOTA nrnnorn GY rART Nu1v1~---- ----roil I ION u>!il Of PRIIIT ON I!lll LilC---? • 0) I I I ~ i i ~·] ,. j . 'I :fl, !.) . i .. '(, . i ' i ' PERKINS +WI L l 617 West 7th SI., Suita 1200 Los Angeles, CA 90017 t 213.270.8400 f 213.270.8410 www.perklnswiH.com Carlsbad High School New Construction I 11 · ' Carlsbad '1!' 1 Unified School .,-1r . I , . r District i ; J . ; .] 3557 Lancer Way Carlsbad, CA 92008 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT Off!CE OF REGULATION SERVICES I 04-110217 I AC--FLS --SS -- DATE i•I INOI ISSUE : i Revision 1 DATE_] Data 1 i ' '. i ' 'Job Number i I Drawn i ! Checked Approved I ' I 'A' l Sheet Information 11/03/2009 77104.003 DJC DGW Title UTILITY PLANS I .\ PD 08-06 w ........... -·-···-··········· .. ··-· ···?S..·-w --·-.. ·-·-· ·-·•----. .. -.. -···-·-........... -......... w -··•"·"-""""-·-·-······ ... ., ........ -... ·•··-··--·--·-··•-"·• w --···•""· --···W .. DWG 457-9E ,v ,·, 4 3 2 SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SPECIAL UTILITY NOTES. 1 GRAPHIC SCALE 10 I -----i j ( IN FEET ) I inch ~ 10 fl SHEET 24 OF 33 Sheet 10 I C-5:11 DSA APPROVAL Copyright O 2009 Perkins-1-Will • - 0 D C B • I I DRAWING NUMBER SAFa) PRODUCTS • N8N HOPE, MINNESOTA AeJRDEA BY PART NUMBER 6553 -'I ----'- I 5 WATER CONSTRUCTION NOTES: ® FIRE HYDRANT PER W-12, C-7.3 @) 2• WATER SERVICE (SEE PUBLIC IMPROVEMENT PLANS) (8 4• GATE VALVE W/BOX @ 8" GATE VALVE W/BOX Q1) 6" GATE VALVE W/BOX INSTALL 4" PVC, C-900 DOMESTIC WATER a·xe· TEE INSTALL RESTRAINED JOINT a• DUCTILE IRON PIPE 39 INSTALL 8' PVC, C-900 FIRE SERVICE LINE 40 INSTALL J' PVC SCH40 DOMESTIC WATER 41 INSTALL 2" PVC SCH40 DOMESTIC WATER 4 CONNECT NEW WATER LINE TO EXIST WATER REMOVE CAP /PLUG IF REQUIRED @ @ ~ ~ @ @ ~ <Bl ® ® @ ® @ @ ® ® @ @y INSTALL BUILDING PVC WATER SERVICE LINE SIZE AS INDICATED INSTALL RESTRAINED JOINT 8" DUCTILE IRON PIPE INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER W-15, C-7.4 & SIZING CHART ON C-7.4 a·x 6' REDUCER 4• TEE W/3-4" GATE VALVES W/BOXES 4" TEE W/4" GATE VALVE W/BOX 4" TEE W/2-4" GATE VALVE W/BOX 8" TEE 8"x6' TEE W/6" GATE VALVE W/BOX VERTICAL DEFLECTION POINT PVC HIGH DEFLECTION COUPLING OR DUCTILE IRON SLEEVE 11 1 / 4" BEND /FITTING (FITTING SIZE TO MATCH LINE SIZE) 22 1/2' BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 45" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) 90" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 DUCTILE IRON PIPE SPOOL PIECE (FExFE) LENGTH & SIZE AS REQUIRED (BETWEEN TEE'S FOR PIV/FDC LINES) OR WHERE INDICATED FOR CONTINUATION TO FIRE SPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C 8' DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 2• RP BACKFLOW PREVENTOR PER W-21, C-7.3 'MTH STEEL CAGE ENCLOSURE @ FOR CONTINUATION OF WATER SERVICE LINE, SEE P-101.A, P-101.8, & P-101.C BLIND FLANGE (SIZE TO MATCH FITTING SIZE) PVC SLEEVE (SDR-35} LENGTH AS INC>ICATED PER DETAIL 3, C-7.4. SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. @) 2" BLOW OFF PER W-6 C-7.4 SEWER CONSTRUCTION NOTES: @ 4FT SEWER MANHOLE PER SM-01. C-7.3 @) INSTALL a• PVC (SDR-35) SANITARY SEWER ® INSTALL a• PVC (SDR-35) SANITARY SEWER @ INSTALL 6" PVC SEWER LATERAL WITH RISER PER S-6 AS SHOWN ON SHEET C-7.3 CONNECT NEW SANITARY SEWER TO EXIST SEWER SEWER CLEANOUT (MODIFIED} PER S-6. C-7.3 & NOTE 7 OF SANITARY SEWER & STORM DRAIN GENERAL NOTES FOR CONTINUATION OF SEWER. SEE P-101.A, P-101.B, & P-101.C SEWER LATERAL WYE CONNECTION PER S-6, ON SHEET C-7.3 GAS CONSTRUCTION NOTES: @ INSTALL 3" GAS LINE '9i' INSTALL GAS SHUT-OFF VALVE (SOY) W/BOX VALVE VU SIZE TO MATCH LINE SIZE, SEE DETAIL 2, C-7.3 @9 INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED @ CONNECT NEW GAS LINE TO EXIST GAS (REMOVE PLUG IF REQ'D) @) FOR CONTINUATION OF GAS SERVICE LINE, SEE P-101.A, P-101.B. & P-101.C GENERAL/ALL UTILITY CONSTRUCTION NOTES: (§) PLUG OR CAP UTILITY @ POTHOLE -FIELD VERIFY UTILITY SIZE & EXISTING UTILITY LOCATION HORIZONTALLY & VERTICALLY PRIOR TO CONNECTION. ABBREVIATIONS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDAR[l DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS SEE SHEET C-5.1 FOR DOMESTIC WATER GENERAL NOTES, SANITARY SEWER/STORM DRAIN GENERAL NOTES AND SP[CIAL UTILITY NOTES. 5 DRAWING NUMBER SAFCO PAOOUCTS • NE\IV HOPE, MINNESOTA REORDER BY PART NUM6EA 6553 4 GRAPHIC SCALE 0 ' ( IN FEET ) 1 inch = 10 ft. 4 DRAWING NUMBER _,, __ ------SAFCO PRCOUCTS • NE\IV HOPE, MINNESOTA REQ~__pER 6Y PAAI NUMBER 6553 --------f061T!<IHNiC [if P~iN1 iillTIUI UK[__..., -- I I I I I I " I I I 3 3 DRAWING NUMBER 5AF()J PRODUCTS • NEW HOPE, MINNESOTA REOR~ SY PART NUMBER 6553 ----•'' ·['JSlllU•tl)ijf_l;li"fllllfU-lHrtl,f/E··•----- . ' :S' -~ ,, ·----../.) . 1/ 2 2 I DRAWING NUMBER DBWcf M~9'e•r 215 of 33 11 SAFCO PRODUCTS • NEW HOPE, MINNESOTA fl~_RQ;R SY PART NU!V!§_E~ 9...§;i_3 SAFCO PRODUCTS • NEW HOP!, REOR~ SY PAALNUMBEB . -. ----.. --r~:i!Tllllo tWE llf r~illl u• TMIS ~Ifft----- 1 I I, -~ /' 1/ I ii (;? y.1], .. )j II !/ '\. I½ .(ti! I I I / ,J I h ' /~,. I (;...._·<y-.... NJ;:)t S.D.~E CAMPUS GAS I I "-., J I 'e '-..... -, I q '-~ I ~---!/ / Vi '---...._ .... ____ __ II ;11-, c, , .-v-......_ '-....,, •. "1/' \,) ·~ .. . ( I \ I ' ./ '·}.'<) j ,, /4 .... ·-, . "'\ .. , /'l' .. , / I I I --... .. , -......___, ~-· '· I I ') // /11 , ,....,...., \ ........... _j <; _/,-~'·'-~\ .,. . ! /,;;fl ,l;j "'~\, ;/;:. j I -......___ _____ .......\.......:::a.>.::,---"-;--+-----=+--z.._,"i'<,,,, 11 I ·-....,(-0 I "-....... \ \ ~/ t 1 /! ROT ct AL , . ------··-··-·---·-·-·-·---··· ·-··-·-·--·---······-................... G ~··•·-·····--..... ., ·••-,•···-W """'"""""""'""" , ... ,., ... , ... , ..... , ..... ,... 1'.A , .... = ... .,. ' 1 I 1 . .._____ -, = '-. . ../ = FOR STORM DRAIN DESIGN, I SEE SHEETS C-4.1 THRU 4. 9 ~---s = 1 = = I I I I I I I I = • c.o .. +WI L l. 617 West 7th St., Suit& 1200 Los Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perkinswill.co1n Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 IOENTIFIC ATION ST AMP DIV. OF THE STATE ARCHITECT OFTICE OF REGULATION SERVICES 1 04-110217 I ,f AC--FLS --SS --'! 1 L_:D:'.::Ac;TE:._=:=======:.J I , ' •t '. 1,t i ;j l J ISSUE Revision 1 OATE Date 1 · ·' Checked Sheet Information 11/03/20D9 77104.0D3 DJC Ci-. ; ----------:·:; ·. ; Approved :1: J -l ·:r i -'l ·,'_ 'I, : 1 J ! DGW Title . ,1 .: j ii l UTILITY PLANS ';i -! PD 08-06 '11 -': DWG 457-9E 1 ik . 1 §: SHEET 25 OF 33 Sheet C-5.12 DSA APPROVAL • - D C B DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE, MJNNESOTA rlEOf.![lJ1 EY f"'NiT NUMOCR 5~5l ---l'.rlilll~~l:.i'i,10#:'Rlllli!~Trlll\.JNE----- 5 - 5 DRAWING NUMBER DRAWING NUMBER 5AfO'.J PRODUCTS • NEIN HOPE, MINNESOTA SAff;Q PRODUCTS • NEW HOPE. MINNESOTA H({Jm.>E.R av (;c,Rt-'.JUr."IJF.R ~-OC,3 -:TE:C:Huu~ BY t·t-RT ~iui,,GlR Gc,53 ---:'l)Slll~K~Wt:r.frr.tN10ll;Hl$1..111>-·--~ ~--·-~ -·--·· --~ --~ ----------·/-U51!:UklcD~~ll1iMl.:-r1uSL,tfC--·- 4 4 f i 3 3 DRAWING NUMBER SAFCD PflOOUCTS • NEW HOPE. MINNESJTA :11"::UiilJLA 8Y 1°/,HT i·JUl,bLR SSCl3 2 2 DRAWING NUMBER S}l.fr..,Q P!1001JCTS • r !'2N l OP!!:. !'.1!N!' JFSOTA; <1~UHULR SY r·ART NU!,1t!LR oe>::-3 ---·----------N~Jl!!i~WG(()liMIIJ~Ti!lleJ~~------· ----~ - LEGEND LINE TYPES EXISTING WATER LINE PROPOSED FIRE SERVICE SYMBOLS FIRE HYDRANT 1 .... \J .... ------FS ------- ABBREVIATIONS MFS* MFS BFS BFS* FDC (E) F.H. (N) F.H. MAIN FIRE WATER SERVICE PER A#109078 MAIN FIRE WATER SERVICE BUILDING FIRE WATER SERVICE BUILDING FIRE WATER SERVICE PER A#109078 FIRE DEPARTMENT CONNECTION EXISTING FIRE HYDRANT NEW FIRE HYDRANT \ \ GRAPHIC SCALE .. 0 JO " ( IN FEET ) 1 inch = 60 ft. 1 DRAWING NUMtlJJl DWG 457•91, •· -,I, \ 26 of 33 I S..".fCO rnooucTS • NC\Nh~, L, r~ -. r,· '18.JHLJLA SY F'f-eRl N'.JMBER 655J -·-l'USlilO-Wl,l( Qf f!llllt UII Tttll wt-·-------·-----.. · ·--. / • 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perkinswiH.com i Carlsbad High l School . 1 0 • • New · I 'Construction I C ' . ! . -:l . J .i 1 i ! Carlsbad • !Unified School District 3557 Lancer Way Carlsbad, CA 92008 OfESS/o I'~~\. w. 801' d'" ~ "' -No. (/) i;l 8 34. 'I/, Cl, j IOEN TlflC ATION ST AMP .'DIV.OF THE STATE ARCHITECT OFFICE OF REGULATION SER VIC ES l I 04-110217 I ' ; AC,--FLS --SS -- CATE i l . :_l · •.'"'IN"'6,.l----,1"'ss""u==-e---,l"""'o""A""'re=-1 Revision 1 Date 1 'i' ' '' . '-a:-. j ;·•1 '1 tbR ~}EFERENCE .ONLY .· l : :r . l '} .; -H ----=-,--......,..,:---=---cc--i ____ s_h_e_et_l_nf_o_rm_a_t_lo_n tj Date 11103/2009 , _________ _ ); Job Number 77104.003 '' . · ,_·: Orawn DJC ·. :j Checked · ·: _ 2-'. Approved DGW ,: ' ; .. :r i Title ;f . I A J •i flRE SERVICE LINE SITE LAYOUT PLAN ilP1D 08-06 -~·· DWG 457-9E \! SHEET 26 OF 33 . I ., i Sheet ·.J-·1 . ~}: ,. j it l il'· C-513 , 11 ! • DSA APPROVAL Copyright@2009 Parkins+WiU 0 D l. "- I ~---------1 ~~11,ll:~-~ DRAWING NUMBER SAFCO PRODUCTS • NEW HQPE, MINNESOTA REOR~ BV PART NUMal;R 6553 =__.. _;.;.-•-" r~~LTll)I u,~ ,j I ~Lit'!~-~1111 s:1¢,: ...:..._ :.._, ___ ;.. 5 x. ,.__ ' .,, ' - pili[il~I, ffiaiifi!h#:5 I I' f""'I, __ I --1-1-F S --+---- 1 ' ' nr: ~ ' I M D 11----- DRAWING NUMBER SAFCO PAOOIJCTS • NEIN HOPE, MJNNEOOTA REORDER BY PART NUMBER 6553 ....:....:.;._ ----fl)SITiQl-f;Uilfllf ffllllT VM THil LIKi.---~ 4 If J j I I I I I I I I I I I ir I 11// ~/ / , I 11 I I I I I I I ' I I I I DRAWING NUMBER SAFCO PRO'JUCTS • NEVIi HOPE. MINNESOTA Rl:OFIDER 6Y PA.Rf NUJ\11Bf:R 6553 -------iCSLi.~kL~olUf:-t.1Nt-illl:i11~~----- I j I I I I I I I I I :---.. . '--·, . ....................... -M-r---········-········ .. -•-··· ···········---Nt ---•••• , •• , -----• ., ... -.... ,➔ -----I I ,.. ' ' ,~-,,,."' '---..' "' "-,"'• ' '"·, ~- c~ -~ - B FIRE SERVICE GENERAL NOTES: 1) ALL PVC FIRE SERVICE LINES SHALL BE AWWA C-900 CLASS 200 DR-14 UNLESS DUCTILE IRON PIPE IS INDICATED. ALL FIRE LINES SHALL BE INSTALLED PER CMWD W2 SHOWN ON DWG C-7.4. EXCEPT (36" MINIMUM COVER) NOTE DO NOT APPLY. 2) ALL FIRE SERVICE LINES SHALL HAVE A DEPTH OF BURY (COVER) OF 4.5' TO 5' 3) FITTINGS - ALL GATE VALVES SHALL BE FLANGED TO FITTINGS ALL GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC.) ALL FITTINGS SHALL BE CONNECTED WITH FLANGED CONNECTIONS AT MULTIPLE FITTING LOCATIONS FLANGE BY MECH/PUSH-ON JOINT ADAPTERS SHALL BE ~ROVIDED AS REQUIRED 4) NO DEFLECTION OF PIPING SHALL BE ALLOWED AT PVC BELL & SPIGOT AT JOINTS 5) CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS, COUPLINGS, MISC. FITTINGS, ETC. WI-IErnER INDICATED OR NOT TO COMPLETE rnE PROPOSED WATER SYSTEM INCLUDING WI-IERE CONNECTING TO EXIST LINES 6) GATE VALVES SHALL BE INSTALLED PER DWG C-7.4 CMWO W-13 & W-15 AND FIRE SERVICE WATER VALVE BOX COVERS SHALL BE MARKED 'FIRE' PER W-13 SHOWN ON DWG C-7.4 ITEM NO. 2 FOR FIRE SERVICE (ROUND COVER) 7) FIRE SERVICE LINES, FlTTINGS AND ASSOCIATED APPURTANCES INSTALLED PER A#l 09078 5 I ... ~ I I I I c:::J I ~ FIRE SERVICE CONSTRUCTION NOTES: @ FIRE HYDRANT ASSEMBLY PER CMWD W-12 SHOWN ON DWG C-7.4 (INCLUDES 6" GATE VALVE) @ 8" GATE VALVE W/BOX @ 6" GATE VALVE W/BOX @ INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE (@) INSTALL 8" PVC, C-900 FIRE SERVICE LINE @ CONNECT NEW WATER LINE TO EXISTING WATER REMOVE CAP /PLUG IF REQUIRED @ INSTALL 6" PVC, C-900 FIRE SERVICE LINE @ CONSTRUCT CONCRETE rnRUST BLOCK PER CMWD W-15 SHOWN ON DWG C-7.4. THRUST BLOCK SIZING CHART PER DETAIL 1 ON DWG C-7.4 @ POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 @_i) 8" DUCTILE IRON PIPE $POLL PIECE (FExFE) LENGrn AS REQUIRED (BETWEEN TEE'S FOR PIV/FDC LINES) ® FOR CONTINUATION TO FIRESPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C @ 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 (WILKENS MODEL 350ADA-8", OR APPROVED EQUAL) @) SEE FIRE SERVICE GENERAL NOTE NO. 7 LEGEND: D> rnRUST BLOCK 4 I I I I I I I I ~ "-- I SEE SHEET C-5.1 FOR 3 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BV PAR'f NUr,.,1BER 6553 ~ ~USliU lWl Uf r'~INT CM li11i ~IHt- ?<l~== PASSENGER DROP 000000000000000000000000000000000000000000000000000000000000000000000000 39 I ' I ~ I I I I I I I I I " I I I I I I I I I I I I I I I I I I I I I I I ;" I I I I I I I I I I I ~ I "--~c::J ◊ ~ ir "-- I " I "-- SPECIAL UTILITY NOTES I ( IN FEET ) 1 inch =-20 fl I ' I I I I I ... I I I I I I I I ... ,~ I I I I I I I I I I I I I ~ 2 DRAWING NUMBER SAFc.o PRODUCTS • NEW HOPE, MINNESOTA !lEOAOCi'I BY f'Al'lf ;JUl-,ios; 5553" ------·-rosn1~• l,Uolilf r~;III ~ft ll:IH1/if:----- E!j i ~ ~ E!j I @ :- : I ! . ---HI l I , •• • D •• ,.. . . - -----.c.i::· .. ~--~ lj I ;:. -,; , . . -------'--<l ~~· ... -..:· f------i i ,. . . -' i 0 • ·' ' •• : • <f ___ ___,f:··/· ~-_,-_, . I .. . . ' :o ·. . ,?~~71,'1·. ~ --. . <= I ~I ·- .-- 1 ... \ l i I ' I I • ' i ' ' I I I I X , ' I 111 11 " I ' ' l 1 ! ----+;II~ I; " , I ----+;ir I 'I ! ~--t-,'1 I ! i ' ' I i l ! ____ !~ !-, " I ___ -HIX ' ' ix ' I I ----H I I I ' - ----H11 I ' i ! I ix 1 01 I I I ·~ ' ' I I I I I I I I I I ,.r I I / I I I I I 1-w w ~ (/) w 0 0::: z 0 ~ -DRAWl~!J N~r.a 0WG4 __ 27 of 33 ' - . ·,;;._ §Ar-CO PACOµCTS •-NEI/I/ TA! I JlOR(ILR SV 1··1\HT 'Jl;f,1cllR 6553, ----n,srno-Will. >If r1111t n• r1111 uwt:--,.. i ~ ,· '. -I I ( I [PERKINS ' -1 ' J -! j I ' r , 1 ' ~ ' I ' i +WILL S 1 7 West 7th St., Suite 1200 Los Angeles, CA 90017 I 213.270.8400 f 213.270.8410 www.perklnswill.com Carlsbad High School New Construction ! 1 Carlsbacl l ' Unified School y f _ J I District ' I" ; 1' I ,,1: I -+I -' d l 't ; j ' 3557 Lancer Way Carlsbad, CA 920013 ~jl.QFESS/Q ' r;,'-w. 8. <> (J ~ i No. 48 34 3 I ·l . l i'~---~ ' ."'t ,f IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT omc E OF REGULATION SER VIC ES I 04-110217 I AC--FLS --SS -- ' ;J; DATE ISSUE DATE Revision 1 Date 1 Title FIRE SERVICE PLAN Sheet C-5.14 DSA APPROVAL • - 0 D C B + DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 -''--='" ----l'OS/TIOJIOGtQrfRlNTrillT11li1.lflt'-----------='-" 5 FIRE SERVICE GENERAL NOTES: 1) ALL PVC FIRE SERVICE LINES SHALL BE AWWA C-900 CLASS 200 DR-14 UNLESS DUCTILE IRON PIPE 1$ INDICATED. ALL FIRE LINES SHALL BE INSTALLED PER CMWD W2 SHOWN ON DWG C-7.4. EXCEPT (36" MINIMUM COVER) NOTE DO NOT APPLY. 2) ALL FIRE SERVICE LINES SHALL HAVE A DEPTH OF BURY (COVER) OF 4.5' TO 5' 3) FITTINGS - ALL GATE VALVES SHALL BE FLANGED TO FITTINGS ALL GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC.) ALL FITTINGS SHALL BE CONNECTED WITH FLANGED CONNECTIONS AT MULTIPLE FITTING LOCATIONS FLANGE BY MECH/PUSH-ON JOINT ADAPTERS SHALL BE PROVIDED AS REQUIRED 4) NO DEFLECTION OF PIPING SHALL BE ALLOWED AT PVC BELL & SPIGOT AT JOINTS 5) CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS, ¢OUPLINGS, MISC. FITTINGS, ETC. Wi,ETHER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING Wi,ERE CONNECTING TO EXIST LINES 6) GATE VALVES SHALL BE INSTALLED PER DWG C-7.4 CMWD W-13 & W-16 AND FIRE SERVICE WATER VALVE BOX COVERS SHALL BE MARKED 'FIRE' PER W-13 SHOWN ON DWG C-7.4 ITEM NO. 2 FOR FIRE SERVICE (ROUND COVER) 7) FIRE SERVICE LINES, FITTINGS AND ASSOCIATED APPURTANCES INSTALLED PER A#109078 5 Fh f 73 DRAWING NUMBER SAfOJ PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 ---i'l,~1fo!i~ ti 1111•1 OIi i':,ti uil£.....:.:.... -·-··:.. 4 DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA Rl:DRDEA !ilY PART NUMBER 6553 -----1~:;n,v11w.1.ilf1'1\olll;Mrn1i.1~[---- MATCH LINE SEE SHEET C-5.16 3 DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA REOf!DEA BY PART NUMBER 6553 -----fU~rtlU~l~(i{~r~1t1rJ11;111SL1)1£----~ /, /<•••·•~'"',•·•···· '< ·••·· ', Mm@ : ; :: pr BUILDING 5000 / MATCH LINE PA SENGER DROP I OFF SEE SHEET C-5.14 FIRE SERVICE CONSTRUCTION NOTES: LEGEND: GENERAL CONSTRUCTION NOTES: ® FIRE HYDRANT ASSEMBLY PER CMWD W-12 SHOWN ON DWG C-7.4 (INCLUDES 6" GATE VALVE) @ 8" GATE VALVE W/BOX C> THRUST BLOCK 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY. @) 6" GATE VALVE W/BOX @ INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE @ INSTALL 8" PVC, C-900 FIRE SERVICE LINE @ CONNECT NEW WATER LINE TO EXISTING WATER REMOVE CAP /PLUG IF REQUIRED INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONSTRUCT CONCRETE THRUST BLOCK PER CMWD W-15 SHOWN ON DWG C-7.4. THRUST BLOCK SIZING CHART PER DETAIL 1 ON DWG C-7.4 @ POST INDICATOR VALVE/FIRE DEPARTMENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 ® 8" DUCTILE IRON PIPE SPOLL PIECE (FExFE) LENGTH AS REQUIRED (BETWEEN TEE'S FOR PIV /FDC LINES) ® FOR CONTINUATION TO FIRESPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C @ 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 (WILKENS MODEL 350ADA-8", OR APPROVED EQUAL) @) SEE FIRE SERVICE GENERAL NOTE NO. 7 4 2. CONTRACTOR TO ADJUST ALL EXISTING GA TE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE. 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' AND PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION. 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES TO BE JOINED. 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WITHIN THE PUBLIC STREET AND PAY ALL CITY FEES. 6. REFER TO PLUMBING FIRE PROTECTION DRAWINGS FOR BUILDING POC'S I SEE SHEET C-5.1 FOR SPECIAL UTILITY NOTES I 3 2 2 DRAWING NUMBER SAF-CO PROOUCTS • NEW HOPE, MINNESOTA REORDER Iii¥ PART NUMB<;-R 655:J -----·--f!Nll lOl El;il;f. fJI l"fllllI Jl THI$ L<Nt----*··- IJ! 11 \I 1 DRAWING NUMil,IR DWG 4157-911 .·· I 't . -. 28of 33 ) I ·,' -:, SAFOJ PAOOUCT3 • NEW ~-A - '1[1JRO[---R BY r,\nT NU!~:r---- ---• fllllll iijltj Uli..£ al PP.JIil UN lHII IJl!5- 'i /,p-111111 ~ r:~F-'TL"':E'· ",ti--'" --J L_ I JPERKINS +WILL . ) i i ! -~-.1 I : I I I . -l-- 1 I I • ·1- I I . +-• I I I . ' I 1-w w ~ 1- (/) w 0 I 3: I I 3:: I I l I I I I I i· ' 617 West 7th St., Suite 1200 Loa Angeles, CA 90017 1213.270.8400 f 21H70.8410 www.perkinswiH.com '-----------. :c ! 'Carlsbad High l ' School 0 " New . _) i ' r Construction I ·l --; ' ·i t . " 1: Carlsbad :1- ! Unified School District 3557 Lancer Way Carlsbad, CA 92008 8"X DUCER NEC 1ST. 8" z 0 ~ R Pl FIRE S LIN T. 6" J7' I !:f--tt-FS -+-<Ji t! R MOVE E UBLE D HECK VA , CTOR rTY--Y--TI ;-'fil', 3 t! I ! .. ···-··.J I I GRAPHIC SCALE ,. 0 IO ,. ( IN FEET ) 1 in<;h "" 20 ft. 1 IDENTIFICATION STAMP 01V. Of THE STATE ARCHITECT OFFICE Of REGULATION SE.RVICES I 04-110217 I ,; I NO I ISSUE : · If Revision 1 DATE Date 1 ·\ ' ·l ' . ,:' ' ] -;r ·wF· OR . 'i . ; ~REFERENCE . ,. iONLY ,'1 ' -,'.l --1 '.'i' : ·] i -----S-h-ee_t_l~n~fo_r_m_a_t~lo-n ' :): · :'j. Data 11/03/2009 ' ' -----------77104.003 OJC OGW Title FIRE SERVICE PLAN Sheet C-5.15 DSA APPROVAL : it J .'d------------. -,!--Copyright@2009 Perkins+Will 'ij I I - I DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAfCO PRCOUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NE\N HOPE, MINNESOTA SAFCO PRODUCTS • N8N HOPE, MINNESOTA SAfCO PRODUCTS • NEW HOPE, MINNESOTA R_l;_OAO!=B_BY PART N[.!M_f!EJ! q5g:3 _8f_Oflp~ B_Y PAFl_T NUMBE!l 65~J. AEQROEfl 8.Y PART NUMBER 6553 -~ -·--...,._.._ -------,fUilllQIIW(l.;JFf/liMl.JI/IIISUflt-----------------~Uiili10fltlllll;(iff~ili1,111Hlll•1KiE-•---------·---~-.....,......... ------fo(;lli;Ai~i,f,.hiNT,lllil!iSU~~ -----~ -----·----9HJADEA B¥ P/\Hf "Jl!!l/1BER 5553 rtEonoE~ SY PART IJUf, ,srn G55:J ---f·usmu•u;utaloR111lJ.lillS~111l~ ---------------------r~illlllltL!li((iftlllill~lliHl,uMt-~ 0 D C 8 5 4 3 ,.,, +- \ \ \ "", I I I I . I I \ \, \ \, I I I ... 7·--1 ' I I I I "····· .. , r··---------····-·1 I I I ! I -?,"· ---., ' -. ~ ,( ... ·::,:· >=-~-,.;;-, /';;: ~· CONNECTION TO EXISTING ~ ~ ·----~~ PVC FIRE SERVICE LINE ,·--·--·--j OLD GYM ~--~ -···-' \ "-~ i1 i1 i1 \ \ \ \ :: __ \ \ \ \ \ \ \, ' FIRE SERVICE GENERAL NOTES: 1) ALL PVC FIRE SERVICE LINES SHALL BE AWWA C-900 CLASS 200 DR-14 UNLESS DUCTILE IRON PIPE IS INDICATED. . ALL FIRE LINES SHALL BE INSTALLED PER CMWD W2 SHOWN ON DWG C-7.4. EXCEPT (36" MINIMUM COVER) NOTE DO NOT APPLY. 2) ALL FIRE SERVICE LINES SHALL HAVE A DEPTH OF BURY (COVER) OF 4.5' TO 5' 3) FITTINGS - ALL GATE VALVES SHALL BE FLANGED TO FITTINGS ALL GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC.) ALL FITTINGS SHALL BE CONNECTED WITH FLANGED CONNECTIONS AT MULTIPLE FITTING LOCATIONS FLANGE BY MECH/PUSH-ON JOINT ADAPTERS SHALL BE PROVIDED AS REQUIRED 4) NO DEFLECTION OF PIPING SHALL BE ALLOWED AT PVC BELL Ile SPIGOT AT JOINTS 5) CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS, COUPLINGS, MISC. FITTINGS, ETC. M-IETHER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING M-IERE CONNECTING TO EXIST LINES 6) GATE VALVES SHALL BE INSTALLED PER DWG C-7.4 CMWD W-13 Ile W-16 AND FIRE SERVICE WATER VALVE BOX COVERS SHALL BE MARKED 'FIRE' PER W-13 SHOWN ON DWG C-7.4 ITEM NO. 2 FOR FIRE SERVICE (ROUND COVER) 7) FIRE SERVICE LINES, FITTINGS AND ASSOCIATED APPURTANCES INSTALLED PER A#109078 5 ffii'.[- ~,; ~"PVC PER ~,; A#109078 () / / / / / / / / / / / / / / / / / 0 C 0 Ji' C) ... 0 0 C! I" ' ) 0 0 C) 0 "'to~--rs----rs---¢' / / / / ,, / ~ PIV /FDC ~(NEW GYM) DING ON RVICE LINE _:·1:x1STING a•' AC FIRE SERVICE LINE, 6" DOUBLE DETECTOR CHECK VALVE Ile FIRE HYDRANT PER A#109078--.J NEW GYM i5 j( "•--" ,-A ----/ /·'--~-// // J!ff!. --/ k, "-~' ·-,/ // /':~-' / >$.." r. ,:;:;/·,, , ;: 'x, --✓/ / / / FIRE SERVICE CONSTRUCTION NOTES: @ FIRE HYDRANT ASSEMBLY PER CMWD W-12 SHOWN. ON DWG C-7.4 (INCLUDES 6" GATE VALVE) (S) 8" GATE VALVE W/BOX @ 6" GATE VALVE W/BOX INSTALL RESTRAINED JOINT 6" DUCTILE IRON PIPE INSTALL 8" PVC, C-900 FIRE SERVICE LINE CONNECT NEW WATER LINE TO EXISTING WATER REMOVE CAP /PLUG IF REQUIRED @ INSTALL 6" PVC, C-900 FIRE SERVICE LINE LEGEND; C> @ CONSTRUCT CONCRETE THRUST BLOCK PER CMWD W-15 SHOWN ON DWG C-7.4. THRUST BLOCK SIZING CHART PER DETAIL 1 ON DWG C-7.4 @ POST INDICATOR VALVE/FIRE DEPARTh1ENT CONNECTION ASSEMBLY PER DETAIL 2 SHOWN ON DWG C-7.4 @ 8" DUCTILE IRON PIPE SPOLL PIECE (FExFE) LENGTH AS REQUIRED (BETWEEN TEE'S FOR PIV /FDC LINES) ® FOR CONTINUATION TO FIRESPRINKLER RISER SEE A-111.A, A-111.B, AND A-111.C @ 8" DOUBLE DETECTOR CHECK VALVE PER W-22 SHOWN ON DWG C-7.4 (WILKENS MODEL 350ADA-8", OR APPROVED EQUAL) {§) SEE FIRE SERVICE GENERAL NOTE NO. 7 4 •-~, ~--~- ,. ___ ' '"-. / --// // / . X j ~. / • --• ._,, I '• MATCH LINE SEE SHEET C-5.15 THRUST BLOCK 3 2 BUILDING 8100 3 BUILDING 5000 CLASSROOM 8100 ABANDONED EXISTING 8" AC FIRE SERVICE LINE PER A#109078 CLASSROOM 7100 CLASSROOM 6100 ,_ ··-" _j CLASSROOM 5100 CONNECTION TO EXISTING 6" DUCTILE IRON (VERIFY) BUILDING LINE FIRE SERVICE CULTURAL ARTS CENTER :11 lllf!-! lll!I!lilli lll!UF-lllilllllillJli • .J1--i!W~61t i Ii 11 I IIIIWlilH ~lilll Ii liiHI I ii Hli GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. CONTRACTOR TO ADJUST ALL EXISTING GATE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE. 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' AND PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION, 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES TO BE JOINED. 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WITHIN THE PUBLIC STREET AND PAY ALL CITY FEES. 6. REFER TO PLUMBING FIRE PROTECTION DRAWINGS FOR BUILDING POC'S I SEE SHEET C-5.1 FOR SPECIAL UTILITY NOTES I 2 I il I I I 1 1 DRt)'mG4~~~ .· 29 of 33 SAfOJ PRODUCT!! • NeN -,1rnnr,rn. BY rA.RT MJM . --------·-111&1tlil11Ulof.;JF l~l aN:llllua..,.:... 20 I I t- i I '""(C 1-w w ~ (/) PLUG I w 0 Ck: z 0 ~ I I GRAPHIC SCALE 10 20 --I ---l I I ( IN FEET ) 1 inch ,.. 20 tt.. " I I , :f ) ; : I I .:;; PERKINS +WILL 617 West 7th st., Suit& 1200 LOSAlll}eles, CA90017 1213.270.8400 1213.270,8410 www.perkinswilt.com ·1 ; Carlsbad High ,_f i I ! School ,j, 0 + ·) New '1 ' -r :: I I Constructior1 ., -j: ,i 'I I ·, Carlsbad .. '- '; i Unified School • I _) ,, i District ,i' i -I ' .-r: f 3557 Lancer Way Carlsbad, CA 92008 ' i ! '. i ~ '. i IDENTIFICATION STAMP DIV. Of THE STATE ARCHITECT OFrlCE OF '.<EGULA !ION SERVICES I 04-110217 I ACi--FLS --SS -- DATE DATE Date 1 Sheet Information Date 11/0312009 ' ; Job Number 77104.003 ' ' Drawn OJC Checked ': . .l Approved DGW Title ' i ' i ' FIRE SERVICE PLAN PD 08-06 DWG 457-9E r. i SHEET 29 OF 33 ' j Sheet ·! ' ' -' ' : 1 Copyright@ 2009 Perkins+WiU DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER 5AFCO PA□DlJCTS • r-:E# HOPE, MINNESOTA 5JlJ=CO PRODUCTS • NEW HOPE, MINNESOTA SAFOJ PRODUCTS • NEW HOPE, MJNNESOTA SAfCO PRODUCTS • NE\/V HOPE, MINNESOTA SAFC)J PRODUCTS • NEW HOPE, MINNESOTA DR.t\WJN_G NU~·.·•. IJA DWG45 · 1. .. :[ . -30 of 33' 1 . , RSJRDER BY P_ART N_UM13.~ 6??:3 f!f;OR~ !lY PAfiT NUM_§_l;R §~~-· REORDF..8 8¥ PART NUMBER 6553 REORO!:R 8¥ PAA:r NUMBER 55c;3 nl'OPOC~ ev [¾,-"ff NUMOC1' 355:J ----------·---·-----l"U1illl\lll<.P~l,lf11ill1.illll!l,l.iNt---------------···------__ --.,..,.,,,r~:.111o.t1CO(if.llflMt1~•111:s":flt----.--------------..-----•---~ ----------r~si•,~•<U(i[Ol1'I.HIY1ifl!li-•tlt-------~-------------·------~ -----,u.1,,Ull~~'itv/,,;,ilt.,jl"/H,$l.,/1£--~ --------~ ~ --------rUilll~·•Dlif.q#i'i\ltll.111kl,~,N£------~ ----·--___, ----,---~ l ;f:LJHULR LiV I '/,HT rJ'.IM!:lEl'I 655~ ---l'Wll 11)11 ~Olll llf rK:111 a TIIIHI~ ---------·----_,, J • - 0 D C B ! I I I I / I I ! I I I \ i ~r.-\, -:,)----I_ I L----···---·---- 5 4 212 204..---- 5 0+00 0+50 RETAINING WALL No. 1 PROFILE SCALE: HORIZONTAL 1" = 10' VERTICAL 1" = 2' (E) CULTURAL ARTS CENTER BLDG / s--------as~e--,--"-----as--+--+.,,, \ ! ) ) RETAINING WALL 1 HORIZONTAL CONTROL TABLE LINE NUMBER BEARING DISTANCE Ll N 61"52'12" E 59.00' L2 N 69'48'21" E 21.57' L3 N 61"52'12" E 20.56' L4 N 28"07' 48" W 8. 75' L5 N 61"52'12" W 8.00' L6 S 28"07' 48" E 5.79' --------------·-.---~--·-]------ a. GR DE EXIS ING\ 15-~ \ (/) / 2 ·-------·-·-· -----------• ..,_.,(I,)__, ______ ,. ______ ,_.,. tj I / (.) 2 14 -------------~--~--~ ,! ~ I , / 'I ! ~1/ 12 , • -----1-----------------·------·--• <{I 2 N 2 FA E\ 10 2 (N 08 ) I 2 06 204 . 1 O.OOi' 10. 00' iaor:::;:-- ~I J_ BLDG '-I , , • I I • \ 1----~ .~ ~ 1--, "' ·----·-f-_ _. .. ~.-j_ __ ·-··-··· . _,. ___ ., --+ t--·------f-!---- DG 5100 "=207.00 RETAlNII "'-RETAINING WALL N WALL No. 2 --·--·----·-----· -------·-·-· -·-· --·-·--·-·-· ~ NEW ---1---SlUEWA r--· - SECTION A-A. DWG C-4.5 SCALE: HORIZONTAL 1" = 10' VERTICAL 1" = 2' / RETAINING WALL No. 1 PLAN SCALE: HORIZONTAL 1 • = 1 O' I -;------ I\:! ~ /1~ -1-~----- co H-~--·· I~ I irNEW 6" ! -- ,~-=- --NEW PED ·i; ACC 8.33 . 1 SLO ~-----·-·-·--.. -- --- J 215 214 212 RB 210 (E) CUL T\JRAL ARTS CENTER (FF=208.70) ~ 208 s TRIAN s S RAMP MAX .,, E 206 204 4 3 214 214 212 212 210 210 208 206 204 1+00 2 ..v r' I -;;;,;,-' -FINISH SU · FACE (DRIV WAY) _,t-" @ FACE O WALL J i •-"-••··· ··•-··-"' ~ ~ +-·-----t---"·---·-·-::-r.-=-==-~-;----·~-=-·'1-----+--·------- -1, ~ ,!; -'(__ I NISH SURFA~E 1 ..-""I: 0 -• • --, 1 I I ~-_J ~o OP OF Foo-NG J "'r------~ ~-r-------1-----r +----------·-··-·-·- O"' 12.66' INSTALL ,0.00 L.F. 0" TYPE II 'WAl 0+50 RETAINING WALL No. 2 PROFILE SCALE: HORIZONTAL 1" = 10' VERTICAL 1" = 2' o+oo \ 214 212 210 208 206 204 Ii [i /· J ✓ l ·----../-.-.--·-·--"-~ -----tt-1( -- ! -! BLDG 5100 FF=207.00 J\ -+---su----~'o-•-..-su--------s J L2 I - RETAINING WALL 2 HORIZONTAL CONTROL TABLE C/L 1- i:::l ~ (/) I Lu ~I z :.L I I LINE NUMBER L1 L2 I I --30 JoO'-------..... ---···------•····••-,•-.. ---~-·--·----· ... -t----i---------1--···-·----+·----··-····-·--+---.. ,-.. _-~ .... 210 ______ 41 ___ HIJ-1 -·· >---·-· , -·-----;-·-----r-----········--·--·-·-·-----· 208 f6·-~-~:"s~_=,c"1_---tl=r=':,.,.;1LrrTL-"M"-A~o""NR"-Y'---+----+-----t---.----····· L ..... NEW CONC-~ P YING i==· ::::· ~· f1lr==r•--+------i-----,------.-------t----<------<-·------ SECTION 8-8. DWG C-4.3 SCALE: HORIZONTAL 1• = 10' VERTICAL 1" = 2' 3 BEARING DISTANCE N 61"52'12" E 57.00' N 71'42'43" E 5.66' 214 212 210 208 206 RETAINING WALL No. 2 PLAN SCALE: HORIZONTAL 1" = 10' 2 I I I I I "" .--·-·-·-----·-·-·---·-' \ I I I I I I \ I /w I w I~ I I.J.J /0 10:: ,z I~ I I 1 <( 1 GRAPHIC SCALE " ' ' " ( IN FEET ) l inch =-10 ft.. i1PERKINS . -'] ' l, +WILL .I ·.i 617 West 7th St., Suite 1200 Los Angeles, CA 90017 1213.270.8400 f 213.270.8410 www.perklnswm.com Carlsbad High · School New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 920,os 1>.0fESS I :,._\. VI. ;:; '&' ii :i o. 4 34 -1/ 1 VI CA~I~ IOENTIFIC ATION ST AMP DIV. OF THE STATE ARCHITECT OFflCE OF REGULATION SER VIC ES I 04-110217 I 1 AC--FLS --SS -- ! DATE ¥ I I l ' l I NO I ISSUE : 1 Revision 1 DATE Date 1 'FOR 'REFERENCE .. . ' .:ONLY ' , I ' l j '.) I ! Sheet Information Date 11/03/2009 j Job Number · i j -'orawn 77104.003 OJC l ·checked . ' Approved DGW Title RETAINING WALL SECTIONS & PD oa-o6PROFILES DWG 457-9E SHEET 30 OF 33 Sheet C-6.1 DSA APPROVAL Copyright@2009 Parkins+Will I ' DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORPER BY PART NUMBER 6553 C ------------•-··-~--·~----· • l"~iii:ii.• (~Ii[ if rJi111! ,Ill Oill LIiii----·- 0 D C 8 5 Oa 00 INSTALL 54.89 ~.F. Of TYPE I RETAINING WALL PER DRAWING S-013 FINISH SURFACE ~ 214 212 @"13ACK-01'-WAtr ·-·--- I I I! r--I I! j ... 0 . 8 O> . . ,.., N •. .:!; ~ 8~ ~ N + ~ 1!:~· 0 N -----·11 e --·----· ~ ... ~ ~ ·-. --,-.: --~ ~ d \ --, cs ,--v ~ACE . EXISTING SUR @ FACE Of W fLL I, ----- I I -------· 210 FINIS~, @ FA'!! SURFACE- E Of WALL i---·---- 208 I -· ----·--· ' -·-- I= I F ISH I :; ~ ' ~ ~ . I SURFACE Of WALL FACE 206 [------o «--·-· .. --I ______ . ~ ---~· ~ I= L : 204 l3 ~ i r--~ "': , + o.i fl ~ 0 N ~ -------i;;4r . ---+ 0 N 0 TYPE I WALL 5.9\J'.. _7-,07!-•.. o+oo TYPE II WALL RETAINING WALL No. 3 PROFILE SCALE: HORIZONTAL 1" = 10' VERTICAL 1 • ~ 2'. C ~ROOM i ' JI LL 11-~····-· -I . 3 LL END I I I i I I -···---· ... ~ RETAINING WALL No. 3 PLAN SCALE: HORIZONTAL 1• ~ 10' 5 I 6100 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MJNNEOOTA REOROER BY PART NUMBER 6553 ---rg:,m~ Ullil sf ;i\"tiit WI llll$ l.Nt-.------..;:____ 4 TYPE II WALL TYPE II WALL } 4 ~ ...:,...:_.;;_; ~-..;,....:..:.._ TYPE I WALL """'""""""" ____ _ DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 ..........:.... ·-----rof;lri~H UiG£ i'Jl i'f,1111 Oil 1~1, LINC-·· -_,___· 3 INSTALL 68.58' Of TYPE1t50 RETAINING WALL PER DRAWING S-013 3 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBEFC 6553 ·----fol$1;:;fiwut'.lra,11f~rniSL;M1:---.--.--,. --- RETAINING WALL No. 4 PROFILE SCALE: HORIZONTAL 1• ~ 10' VERTICAL 1 • ~ 2' . f" ... .. .. . ....................... ---·;-· --· I RETAINING WALL No. 4 PLAN SCALE: HORIZONTAL 1" = 10' 2 RETAINING WALL PER DRAWING S-013 2 DRAWING NUMEER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER SY PART NUMBER 6553 --•---· r!!1ii1~k Wr.l r1 fMII ~M rnli Uttt·-----·- \/ / 1 3+00 27.33' TYPE 11 D'li\\)'~~~·· ... 3ER 31 of 3:ls ',.jt .. SAFCO PRODUCTS • NB/'i l_~_MJNNESOTA REORCER BY PART NU ' _ _ ~ ~---111alTIDII EJ){jf. llf mat g. !tji; '411--,. 214 212 210 206 I ' ' PERKINS +WILL 617 West 7th st., Suite 1200 Los Angeles, CA 90017 1213.270.8400 1213.2708410 www.perkinswitl.com Carlsbad High School New Construction Carlsbad " : Un1'fied School :'.'..~'. \ J ·; District 3557 Lancer Way Carlsbad, CA 92008 RETAINING WALL PER DRAWING S-013 GRAPHIC SCALE 10 O 5 10 I • ..1 1-i ( IN FEET ) 1 inch = 10 ft. 1 . ' "T ;-t· ;, ', i, · · 111rrli1i IDENTIFICATION ST AMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SER VIC ES 1 04-110217 I AC--FLS --SS -- DATE DGW Title C-6.2 DSA APPROVAL .. : ... :..::: .s,- '!-. D C a t I + DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MJNNESOTA REORDER BY PART NUMBER 6553 -···---Plliii';~~-t,GE it r'iiillt ,M ni~ ul!t--..-:.f - 5 206 204 .. -------·---.-,.. ____ _ DRAWING NUMBER SAFCO PAOOUCTS • NE# HOPE, MINNESOTA RECfiOEA BY PART NUMBER 6553 =-•--~e$11 IOII Ellil Iii }'ifiNf illi ;iii{ ~itfE-;... __ • 4 DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 _;___ -·-~---l-~~.;1~ Ui(lJ (II" fti11! ;• 11i1& Ulti·-· -·---·- 200 --·--~ ~ :o'-r~-=---r,_-_-_-.-.. _-_-._-,,_~-,· ;· .. -·· -~ ;---· j'j ... -·· --~·~ .... ·····--· ---+·----,.-t·,.~--··---·-·-----. r-------"---·-- 198 --,.,.... / ............... : ····--········ . "-............ r . ~ -..... -+ ~ ~· . ... . ... .6 ~ .............................. -...... ............ ...... ..................... ·····-··············-........ ········•····r ............... . , ,._ + a, INS ALL 69.02' F TYPE I 196 -·· .. ···-1i .. ·--~ ~· .... -.... . ~·-· ... -f ~· ___ ... I · --···· • e· ..... •c .. -·-RETA~NIN+_w_A:_L_.:ER JRAWING s-13 --·····-... . ··-·-·--···· --··-·- .. --······......... ······· .... ·-r··· ······· 1Nsr LL 52.50' o · TYPE 11 · · · · •--;r--•················ 11·· .. ··············•·· ................ .. ............................................................................... ······· ............................................. . RETAINING WALL PER RAWING S-0/3 0+00 0+50 1+00 RETAINING WALL No. 5 PROFILE SCALE: HORIZONTAL 1" = 10' VERTICAL 1" = 2' 3 1 --.. -jm:-~.~-~·:-.::lla: ~ ~:~:~.:-·~~::-~-=-=-.l!IIC·-1~~:::-~ .. ,,t!,\Ei!._U::~:· ,--~---·------- x:-1-====:::= ~::-:==~ =:=--:==~=--=-==~.:'=c -~-3 ~------- . t9:±:I- ALL No, 5 I / I ----, _T __ .... 1·················-.. ·,1---· -·----~---'---\- RETAINING WALL No. 5 PLAN SCALE: HORIZONTAL 1" = 10' 5 4 3 DRAWING NUMBER SAFC0 PRODUCTS • NEW HOPE, MINNESOTA REOj1acR BY PART NL!!l/1~EA 6553 -·------rusm~;.c(;(JlfHINT~·fH:ll.llt----~----- \ 2 WAL 2 207 206 204 202 200 198 196 z 8 (0 ~ 0 0 N 8 a, a. ~ rli .,. • 0 r ~ "' I= I~ " -------·--,,, __ ,,, ___ , -__ J - _,_,_, ' m-,-,- ,.,_,_ -.. - FINISH SU FACE @ FACE F WAI - L---- c. 0 8~ " Or DRAWING NUMBER 5AFCO PRODUCTS • NEW HOPE:, MINNESOTA Rl;Q_AQ.l;R BY PAAI N\,.IMBEA 6553 ___ ,,__ -,--tVSlliOM L~ (lf t1\lllT <Ill THI$ wtE----_,. ~ 8 ~ I I TOP 0 F WALL l-·· ••. -----------------r------·------- \ r FINISH SURFACE @B AK OF WALL \. n: .\ .,. -;_ \\ ;,; "' -.. t'\ ·o "' . ~ + r --·-·--,,., I . "< N EXI ' ~ff I '(\ ' ~> . \ ~ ~ I i ,_,._, ,-'\ ..... (WAL WAY), c'l -\ -I . \--- I ~-t--' I ' i;:: z I 02 _______ ,,,. \ \_ iTOP OF FOOi iNG "· o "'0 "',-.: 25.31 ' OF TYPE II o~ TING GRADE CE OF WALL R TAINING W~IJI:_ PER D~\ NG S-01_3_ o+oo RETAINING WALL No. 6 PROFILE SCALE: HORIZONTAL 1" = 10' VERTICAL 1" = 2' BLDG 8100 RETAINING WALL No. 6 PLAN SCALE: HORIZONTAL 1" = 1 O' 1 GRAPHIC SCALE " • • " ( IN FEET ) I inch ~ 10 f~ 1 PERKINS +WILL 617 West 7th St., Suite 1200 Los Angeles, CA 90017 t213.270.S400 I 213.270.8410 www.perklnswlH.co,n ;·;, : I -f I Carlsbad Higt1 . , 1 School o:.l.: i New 'f ' 1 :;: : Constructior1 ,;, .. ''.r-.·· . l .. ! ,[ ' •. 1· j ,t · 1 Carlsbad ti I Unified School ¾: . '·-"' -i!: .. :) A District 3557 Lancer Way Carlsbad, CA 92008 OfESSt ~\, w. (j No. . j I VII. CAll IDENTIFICATION STAMP DIV. Of THE STATE ARCHITECT OFFICE OF REGULATION SERVICES 1 04-110217 1 AC.---FLS ---SS --- . DATE Date Approved DATE] Date 1 Sheet Information 11/03/2009 77104.003 DJC DGW Tille RETAINING WALL SECTIONS & PD oa-o6PROFILES DWG 457-9E SHEET 32 OF 33 Sheet C-6.3 DSA APPROVAL Copyright O 2009 Perkins+Will • - 0 D C a t DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE", MINNESOTA REOAOEA SY PART NUM8EFI 655J_ _ SAF0J PRODUCTS • NEW HOPE, MINNESOTA -----· -flR)~~ B¥ P~ NUMB!'FI '-1:'i~:3 --····-------·~roO!flUflt..\!\lf.lltr~lfti .)111ij~ll~•-·----- 5 4 i . 204 FINISH. SUR ,ACE '(WALKW~ :1 ... _ . ..,...._ ~.'.~==-~'-WALL I / .,_.__, ... _ ......... L. I . I .......... . I I I T P OF FOOTI G ' . 1... ---·-··--·-··---------···· .... ., .......... . .............................. ........................... .... ... ..... ... ..... ..... .. .... . I'=/ RETAINING Wf\LL No. 7 PROFILE SCALE: HORIZ(\NTAL 1• = 10' VERTICAL 1 • = 2' RETAINING WALL No. 7 PLAN SCALE: HORIZONTAL 1" = 10' 5 4 DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA 204>----- 202 EXISTING RADE @ FACE OF WALL 200 ........................... . .................. ., . ·-·-·-.. -· :ll .,, 8 . c.q I' 6 T P OF FOOTING ' FINI H SURF ACE (WALKWAYJ -._ ... @ · CE OF WAL ' 196 ... _............... . ..... __ _ R TAINING WA L PER ORA ING S-13 o+oo RETAINING WALL No. 8 PROFILE SCALE: HORIZONTAL 1• = 10' VERTICAL 1 • = 2' \ I RETAINING WALL No. 8 PLAN SCALE: HORIZONTAL 1" = 10' 3 3 206 204 2 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE", MINNESOTA :C.Fn:::.;:1rJi BY I ,,,,;{l f.ji_;/111.<eR G~c,3 -.. ~ --•~~IH~lL'(i[clfi11.ii!Qli1jlillLIIE··· --~-- DRAWING NUMBER SAFCD PRODUCTS • NE\/11 HOPE, MINNESOTA. 'if:Jf'<l!LR t!Y PJ\1-<!T uur,-,R~R rz;c,:J ·----•-•-·-~ ---·--,~--r~illaijLO~lltfP.IIITUll:H!$1..1~E----.~---.,.. __ • -·---"w _____ ....,. 2 1 INSTALL 52.50' OF NEW RETAINING WALL ON TOP OF EXISTING @ NEW STAIRS , ·--........... -,...--. ·--~ ___ ....., ....... --.... ,-.. ...... ~;~1-~t; === .. --,1~~ .. =-·--'f---.. --..... . ..... j-.----:,.; ~..:::~ ... -:~ .. ~-.. ~ =-=~= "l~ 6~~ J J / -------'\_/ __ -~ .. ------·----------j ~ ---.. --r .. ---.. ~~~ 'i-~ ... --· ~;/--.. rc:c=-=r .. -.. -----11-----1e .. i~~m:~~i~~--•-------I------.. -~ .-=-...;;:c-::;=;---..::l ~ PROFILE F NEW STAIRS ·"1f-----+--·----1-·---··-"""---·--------··-······ ·-----····-··-·····"'-'-.. -.. ., .. _ ___, 200 ••-•-••-•-•-•-• ,,_, __ ,__.., w••-•-•-•-•1------, ___ ,_,. !----•• •----•-••-~-•_,_,,_,_ ••---•- FINI H SURF ACE @ F CE OF WAL f----·+..-·---l---.. -+-.. ---·-t---·--·--··--,_, __ ,,,"'-~----------·---·--------· .. --.-1-.-·-··---·"+--· .. ---+---... .....!.... .... ·--•,, •. ,_,,, ----··"'·"'----·-··· .----··------ '3AFro f'ROOJCT'! • NEV1tOPII'; 11.W£.aTA i !_Ei..JRDE.R av ,'MT NUIV\BEl'l 655:f ----Pas111a11Wlitllfi'IUIITOllTijllUNJ;...._,.. ----------··-- :, j: I j 1 P E R K I N 5 +Will. 617 West 7th St., Suila 1200 Los Angelea, CA 90017 1213.270.8400 f 213.270.84·10 www.perklnswlH.com : ,;j; :-.1r _i __________ _ J Carlsbad High . -_ n: l· • H .. , School ' 1 New Construction Carlsbad Unified School District 3557 Lancer Way Carlsbad, CA 92008 i 196 ...._ _________ -·-----L-----·---·---•-~--------. .......,-,,.-----------·--J_·-----·--------~~·---.. ·-'---·---\--_. ______ _L __ . ______ J·--------·-- 0+00 0+50 1 +00 RETAINING WALL No. 9 PROFILE SCALE: HORIZONTAL 1 • = 1 O' VERTICAL 1 • = 2' 'I I r I ~ .. ~ p•-,::1-~f... .>. -_.. --c:. RETAINING WALL No. 9 PLAN SCALE: HORIZONTAL 1" = 10' GRAPHIC SCALE 10 0 • 10 ( IN FEET ) 1 inch =-10 ft. 2 1 ,", ,,,'I~. ,_-.. , y\'-OfESS/a ~\. w. 80, .. ~ \, ... Ii i No. U> ~ ,,,,,~ p IOENTIFICATIO"l STAMP DIV. OF THE STAlE ARCHITECT OfflCE OF REGULATION SERVICES 1 04-110217 I 'I AC.--FLS --SS -- DATE I NO I ISSUE DATE Revision 1 Date 1 l1 FOR ;•i ' lt i REFERENCE ,;; "·. ' ONLY Sheet Information ! ; Oate 1110312009 t,: 1, -Jo_b_N_u_m_b_e,------77-10-4-.0-03 Drawn OJC Checked · ·. 1. Approved OGW Title . C I • . . i_ ' j '•; ' ' '1: . · i ' :. i ~- ' ' i RETAINING WALL SECTIONS & PD oa-o6PROFILES DWG 457-9E \ SHEET 33 OF 33 ' :- ' ' ' ! ' . · .. i ·-, '!- _ .. _' !' Sheet C-6.4 DSA APPROVAL Copyright@ 2009 Perkins+Will