Loading...
HomeMy WebLinkAboutDWG 457-9B; PD 08-06; CARLSBAD HIGH SCHOOL MODERNIZATION-STADIUM; 01-14DRAWING NUMBER PRODUCTS • NEW HOPE, MINNESOTA R8)RCJER BY PART NUMBER 6-553 • - • >::!. - 0 D C B A -0 • f ~ , a • ~ ' ~ M ~ J f ~ 0 ~ M 0 I ~ ! ~ ~ a • -" , J ~ ~ ~ ' l 1i u j • • I ~ • ~ DRAWING NUMBER SAfC(J PRODUCTS • NEW HOPE, MINNESOTA ~'JflDCR SY f't,ITT tJUt.tocR 6'.::53" 5 -- GRADING NOTES (IN ADDITlON TO !HE REQUIREMENTS OF CHAPTER 15.16 OF !HE CARLSr3AD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTTON OF CONDITTONAL APPROVAL, CITY STANDARDS OR OTHER AOOITTONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE [NG/NEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS Wl-lEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR fNGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTTON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTTON. All PLAN REVISIONS SHALL BE PROMP1l Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER \\1LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS \\£LL AS ADDITTONAL INSURED ENDORSEMENT MUST Bf FILED NAMING THE CITY OF CARLSBAD AS AN ADDITTONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. llif INSURANCE COMPANY WRIVNG THE POLICY MUST HA VE A RA TING OF "A • OR BETTER AND A SIZE CA TE GORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTTON 301.(b)5 OF TH[ UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTT,/ENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS Vv!IHOUT THE v.RITTEN APPROVAL OF THE CITY ENGINEER, NOTED Vv!IHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE nllE SHEET. 9. ORIGINAL ORA \\1NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITTONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTTON. 12. Wl-lERE TRENCHES ARE Vv!IHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MfCHANICS. /Hf SOILS REPORT \\1LL BE SUBMITTED TO THE CITY fNGINEfRING INSPfCTOR Vv!IHIN TWO WORKING DAYS OF THE COMPLETION OF FlfLD ffSTS. 13. A SOILS COMPACTION REPORT AND COMPUANCf VER/FICA TTON RfGARDING ADHERENCE TO RfCOMMENDA TTONS OU1l/NED IN THE SOILS REPORT IS Rf QUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLfO GRADING SHALL BE DONE UNDER THE DIRECTTON OF A PROFESSIONAL fNGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLlfO SOILS MECHANICS. ALL FILL OR FU1VRE FILL AREAS SHALL BE CONSTRUCffO IN ACCORDANCE Vv!IH THE CITY OF CARLSBAD STANDARD SPfCIFICA /IONS AND /Hf • EARTHWORK SPECIF/CA TTONS ' ATTACHED TO THE PRfLIMINARY SOILS INVESTTGA /ION. DAILY FIELD COMPACTION REPORTS \\1LL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MITDNG SHALL BE H£LD AT D:i[ SITE: PRIOR TO ~ BEGINNING OF WORK AND SHAlL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTIONCINSPECTTON, SUPERVISION, TESTING AND ALL OIHfR ASPECTS or n-iE: WORK. n-JE: ONTRACTOR SHALL REQUfST A PRfCONSTRUCTTON MEETING BY CALLING THE INSPfCTTON LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTTON. THE CONTRACTOR \\1LL THEN 8£ CONTACffD BY THt PROJECT INSPECTOR TO COORDINA ff A DA TE AND TIME FOR THE PRfCONSTRUCTION MfETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT \\1LL BE PROVIDfD BY THE PROJECT INSPfCTOR AT THE MEETING. 15. ALL INSPECTION RfQUESTS OllifR IHAN FOR PRITONSTRUCTION MEETING WILL BE MADE BY CAI UNG D:iE ENGINITRING 24 HWR WSPITDON REQUEST LU'lf AT (760) 4JB-J891. il'ISPfCTTON REQUEST MUST BE RfCf/VED PRIOR TO 2: 00 P.M, ON THE DAY BEFORE THE INSPECTTON IS NEEDfD. INSPfCTTONS \\1LL BE MADE THE NEXT WORK DAY UNLfSS YOU RfQUfST OIHER\\1SE. Rf QUESTS MADE AFTER 2: 00 P.M. \\1LL BE SCHEDULED FOR 1WO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVfLOPER AND/OR CONTRACTOR SHALL DfSIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICfS, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA ff AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATTONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTTON 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINfER AND/OR CONCfRNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADf OF WORKER PROffCTTON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRfNCHES OR DURING THE PIPE INSTALLATTON IHfRE:JN. THIS PLAN MUST BE PREPARfD FOR ALL TRfNCHES FIVE FEET (5') OR MORE IN DfPIH AND APPROVED BY THE CITY fNGINffR AND/OR CONCfRNEO AGfNCY PRIOR TO £XCAVA TTON. IF ~ PLAN VARlfS FROM llif SHORING SYSTEM STANDARDS fSTABLISHfD BY THE CONSTRUCTTON SAFETY ORDERS, TT!lf 8 CALIFORNIA ADMil'IISTRA T/Vf CODE, THE PLAN SHALL BE PRfPARfO BY A REGISTERED ENGINEER AT llif CONTRACTORS EXPFNSc. A COPY OF THE OSHA EXCAVA /ION PfRMIT MUST BE SUBMITffD TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL 8E PfRFORMfO UNTIL A VALID BLASTING PfRMIT HAS BffN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATTON FOR BLASTING PfRMIT \\£LL IN ADVANCE OF THE SCHfDUUNG OF BLASTING OPERA TTONS. 19. IF ANY ARCHAfOLOGICAL RfSOURCES ARE DISCOVERED Vv!IH/N ANY WORK AREA DURING CONSTRUCTTON, OPERATIONS \\1LL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA TTONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RfCflVEO WRITTEN AUTHORITY FROM TH[ CITY fNGINffR TO DO SO. 20. ALL OPERA TTONS CONDUCTED ON THE Slff OR AOJACfNT IHfRETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR1VRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTTON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMlffD TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY. MONDAY IHRU FRIDAY AND NO EARTHMOVING OR GRADING OPfRATTONS SHALL BE CONDUCTED ON \\£EKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEfRING DfPARTT,/ENT COUNffR.) 21. ALL OFF-Slff HAUL ROUffS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 1WO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL Bf OBTAINED FROM, AND WASff MATERIAL SHALL BE DEPOS/ffD AT, A S/ff APPROVED BY /Hf CITY fNG/NfER. ill£ CONTRACTOR SHALL BE RfSPONSIBL£ FOR ANY DfBRIS OR DAMAGE OCCURRil'IG ALONG llif HAUL ROUffS OR ADJACfNT STREETS AS A RESULT OF THE GRADING OPERATTON. 23. BRUSH SHALL BE REMOVED ONLY Vv!IHIN THE AREA TO BE GRADED. NO TRffS ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. All AREAS SHALL BE GRAOfD TO DRAIN. GRADING RESULTING IN THE PONDING OF WAffR IS NOT PERMITTED, ALL fARIHfN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOl\N AND AS APPROVED BY THE CITY ENG/Nf£R OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTTON. THE SITE SHALL BE LfFT IN A NEAT AND ORDERLY CONDITTON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND D/SPOSfD OF AT A S/ff APPROVED OF BY THE CITY fNG/NffR. 27. ALL SLOPES SHALL BE /RR/GA ffD, STABIUZfD, PLANTED AND/OR HYDROSffDED Vv!IHIN TEN (10) DAYS OF THE TIME Wl-1£N EACH SLOPE IS BROUGHT TO GRADE AS SHOl\N ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHfD ON ALL SLOPES AND PADS AS REQUIRfD BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJfCT, DRA\\1NG NO. (SEE CUSO L-DRAWINGS FOR CHS STADIUM PROJfCT), ANO/OR AS DIRECTED BY THE CITY fNG/NfER OR PLANNING 0/RfCTOR. 5 DRAWING NUMBER DRAWING NUMBER SAFCO PROOLCTS • NEV'J HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA /"ll-'.JFlCllR JY .-•r..i'lf :ii.;',1[J[f'.I G'.:i:lJ DRAWING NUMBER SAKO PROOUCT~ • !'JEW HQpg, MINNESOTA ,JJllULA t:lV < ;~;T !AJt,,0Li=I ._.';53 DRAWING NUMBER 0--= .-, = ...,,. = "=='"'p"'ao"'ru"""_ ==--.~==,..,HOPe.='"'-.,.,NE=s□=-TA Ht\.M_~ -.:,y PN-ff ! L~·.1lJlA l,":,5] --·--------PO~!!!JN_:·.;tUfrn!NlalllctlSL,!ii:-----··•---------·--·--~I -·----·•----··-. J~ll.•N lPol <A ih,l(f all ,,.I! ~.lit--·- 4 29. THE OWNfR/APPLICANT SHALL INSURE IHA T All CONTRACTORS SHALL COOROINA TE THE WORK OF THESE GRADING PLANS Vv!IH THAT SHOWN ON BOTH /Hf LANDSCAPE AND /RR/GATTON PLANS AND THE IMPROVEMENT PLANS AS REQU/RfD FOR THIS WORK IN ACCORDANCE Vv!IH THE LANDSCAPE MANUAL TIME RfQUIREMfNTS. JO. STORM DRAIN PIPE SHALL BE REINFORCfD CONCREff PIPE Vv1 TH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPfS, UP TO 15" PVC MAY BE UTILIZED PROVIDED DfPIH IS LESS THAN 15 FEET AND BACKFILLED Vv!IH 3/4" ROCK PfR SDRSO S-4 TYPE 'C" AND PIPE MffTS ASTT,/ STANDARD JOJ4 FOR SDR 35 SOLID WALL PIPE. 31. Wl-lERE AN fXISTING PIPE LINE IS TO BE ABANDONfD AS A RfSUL T OF THE GRADING OPfRA TTON, IT SHALL BE REMOVED Vv!IHIN TWENTY FEET OF BUILDING OR STRfET AREAS AND REPLACED Vv!IH PROPERLY COMPACffD SOILS. IN OTHER AREAS THE PIPE \\1LL BE PLUGGfD Vv!IH CONCREff OR RfMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) Vv!IHIN THE PROJECT Slff SUFFICIEN1l Y AHEAD OF GRADING TO PfRMIT TH£ REVISION OF TH£ GRADING PLANS IF IT IS FOUND THAT THE AC1VAL LOCA TTONS ARE IN CONFLICT Vv!IH THE PROPOSfD WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFfCffD UTILITY COMPANlfS (Sf[ BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NfAR IHf/R FACILITIES AND SHALL COORD/NA ff THE WORK Vv!IH A COMPANY RfPRfSENTATIVE. UNDERGROUND SERVICE ALERT f800 422-4133 SDG&E 800 660-7343 PACIFIC BELL 800 892-012J TIME WARNfR CABLE (760 438-7741 COX COMMUN/CA TTONS (760 806-9809 CITY OF CARLSBAD(STRfETS & STORM DRAIN) (760 434-2980 'CITY OF CARLSBAD(SEWfR, WATER & RECLAIMED WA ffR) (760 438-2722 'AS APPROPRIATE 34. PERM/ T COMPLIANCE RfQU/RfMEN TS: A. FO CONTROLL D G DING -THE APPLICANT HIRES A CIVIL ENG/NfER, SOILS ENGINEER, AND OR GfOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRfSS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PfRMIT -THE FOLL0\\1NG RfPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL RfPORT BY SUPERVISING GRADING ENGINEfR STA TING ALL GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GATTON ARE INSTALLED IN CONFORMANCf Vv!IH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENG/NfERING DEPARTT,/ENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, Wl-1/CH INCLUDES RfCOMMENOfD SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARlfS OF FlfLD AND LABORATORY TESTS. THE Rf PORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENG/NffR THAT THE GRADING WAS DONE IN ACCORDANCE Vv!TH THE REQUIREMfNTS AND R[COMMENDA TTONS OU7l/NfD IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS IHfRETO. (4) REPORT Vv!IH AS-BUILT GfOLOGIC PLAN, IF REQUIRfD BY THE CITY. 35. UNLfSS A GRADING PfRMIT FOR THIS PROJECT IS ISSUED Vv!IHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, IHfSf PLANS MAY BE REQUIRfO TO BE RESUBMITffO FOR PLANCHfCK. PLANCHECK FEES WILL BE RfQUIRED FOR ANY SUCH RECHECK. J6. ]1-1[ SOILS REPORT TTllfD GfOffCHNICAL S1VDY. PROPOSED CARLSBAD HIGH SCHOOL (~AD/UM PHA'k MODfRNIZA TTON PREPARED BY LEIGHTON CONSUL TING, INC. , DA ffD OGTOBE 11 ,20.§L, SHALL BE CONSID[RfD AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE Vv!IH THE RECOMMENDA TTONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. 37. IN ACCORDANCE 111TH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCffD BY THIS PLAN SHALL INCLUDE 'STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGf DOWNSTRfAM. STENCILS SHALL BE ADDEO TO THE SA TISFACTTON Of THE CITY ENG/NffR. "DECLARATION 0~' RESPONSIBLE CHARGE" J EROSION CONTROL NOTES 1. IN CASE EMERGfNCY WORK IS REQUIRED, CONTACT --~£~/T.~AN~A~HA~R~O~Nl~ ___ AT 760-331-5022 (PHONE NUMBER) 2. fQUIPMfNT AND WORKERS FOR EMfRGENCY WORK SHALL BE MADE AVAILABLE AT ALL T/MfS DURING THE RAINY SEASON. All NfCESSARY MA ffRIAlS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA /IONS TO FAG/UTA ff RAPID CONSTRUCTTON OF TEMPORARY DEVICfS W1-!EN RAIN IS EMINENT. 3. DfV/CfS SHOl\N ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE fNG/NffRING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DfVICES TO WORKING ORDER TO THE SA TISFACTTON OF THE CITY ENGINfER AFffR fACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL fROSION CONTROL MEASURES AS MAY BE REQUIRED BY TH[ CITY ENGINffR DUE TO UNCOMPLfffD GRADING OPERA TTONS OR UNFOR[SfEN CIRCUMSTANCfS Wl-1/CH MAY AR/Sf. 6. THE CONTRACTOR SHALL BE RfSPONSIBL[ AND SHALL TAKE NfCfSSARY PRECAUTTONS TO PREVENT PUBLIC TRESPASS ONTO AREAS Wl-lERE IMPOUNDED WA ffRS CREA ff A HAZARDOUS CONDITION. 7. All EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJfCT PfRIMEffR MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROffCTIVE DfVICfS SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY Wl-lEN THE FIVE (5) DAY RAIN PROBABILITY FORfCAST EXCEEDS FORTY PfRCfNT (40%). SILT AND OIHfR DfBRIS SHALL BE REMOVED AFffR EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE 111TH 3/4 INCH MINIMUM AGGRfGRATE. 11. SHOULD GfRMINA TTON OF HYDROSffDfO SLOPES FAIL TO PROVIDE fFFfCTJVE COVERAGE OF GRADfD SLOPfS (90% COVERAGf) PRIOR TO NOVEMBfR 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE Vv!IH SfCTTON 35.023 OF THE EROSION AND SfDIMfNT CONTROL HANDBOOK OF THE DEPARTT,/fNT OF CONSERVATION, STA ff OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY fROSION CONTROL PLANTING AND /RR/GATTON SHALL BE INSTALLfD AND MAINTAINED AS REQUIRED IN SECTTON 212 OF THE STANDARD SPECIF/CA /IONS AND THE FOLLOWING: A. HYDROSfEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTTCAL) OR STEfPfR W1-!EN IHfY ARE: o. TT-IREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. All SlOPfS 4 FffT OR MORE IN Hf/GHT. 2. AREAS GRADED FLATTER THAN 6: 1 Wl-lEN ANY OF THE FOLLOWING CONDITTONS EXIST: a. NOT SCHfDULfD FOR IMPROVEMENTS(CONSTRUCTION OR GENfRAL LANDSCAPING) Vv1 THIN 60 DAYS OF ROUGH GRADING. b. IDENT/FlfD BY THE PARKS AND Rf CREA TTON DIRECTOR AS HIGHLY VISIBLE TO /Hf PUBLIC. c. HAVE ANY SPECIAL CONDITTON IDENTIFlfD BY THE CITY ENG/NffR /HAT WARRANTS IMMfOIA ff TRfA Tl,/ENT. 8. HYDROSffDfD AREAS SHALL BE /RR/GA ffD IN ACCOROANCE 111TH THE FOLL0\\1NG CRlffRIA: 1. ALL SLOPfS /HAT ARE GRADED 6: 1 OR STEfPER ANO IHA T ARE: a. IHRfE TO f/GHT FfET IN HEIGHT SHALL BE /RR/GA ffD BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSffM OF LOW PRfCIPITA TION SPRINKLfR HEADS PROVIDING 100% COVERAGE. b. GREA ffR THAN 8 FfET IN HEIGHT SHALL BE WA TERfD BY A CONVENTIONAL SYSffM OF LOW PRfCIPITA /ION SPRINKLER HEADS PROVIDING 100% COVfRAGE, 2. ARfAS SLOPED LfSS THAN 6: 1 SHALL BE /RR/GA ffD AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEfOING. THE DEVELOPfR SHALL SUBMIT A PROPOSfD SCHEME TO PROVIDE !RR/GATTON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPfCIFIC REGARDING THE NUMBfRS, TYPES AND COSTS OF THE ELEMENTS OF THE /Hf PROPOSfD SYSffM. 3. IRRIGA TlON SHALL MAINTAIN THE MO/S1VRE lfVEl OF THE SOIL AT THE OPTIMUM LfVEL FOR THE GROWTH OF THE HYDROSEfDED GROWTH. I HfRfBY DECLARE /HAT I AM THE fNG/NfER OF WORK FOR THIS PROJfCT, /HAT I C. HYDROSffDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: HA VE EXERCISED RfSPONSIBLE CHARGE OVER THE Of SIGN OF THE PROJECT AS Off/NED IN SECTION 6703 OF THE BUSINESS AND PROFfSSIONS CODE, AND THAT THE DESIGN IS CONS/SffNT Vv!IH CURRENT STANDARDS. I UNDERSTAND THAT THE CHfCK OF PROJfCT DRAWINGS AND SPfCIFI CITY OF CARLSBAD DOfS NOT RELIEVE ME, AS fNG/NffR OF RfSPONSIBILITIES FOR PROJECT DESIGN. FIRM: CORNfRSTONE ENGINEERING, INC. ADDRfSS: 620 MISSION A VENUE CITY. STA TE: OCEANSIDE, CA. 92054 fflfPHONf: ~~r5 •• BY. ~-SHAVER R.C.E. NO.: C60665 RfGISTRA TTON fXPIRA /ION DA ff; _ __,_l,,_2-_,3c,_1-_1c,,Oc__ __ _ SOILS ENGINEER'S CERTIFICATE I, JOHN A. DRAKE , A REGISTERED (GEO TECHNICAL) ENGINEER OF TT-IE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN TT-IE FIELD OF APPLIED SOILS MECHANICS, HfREBY CERTIFY !HAT A SAMPLING AND STUDY OF !HE SOIL COND/TlONS PREVALENT WITT-IIN !HIS SITE WAS MAO[ BY ME OR UNDER MY DIRECTlON BETWfEN !HE DA TES OF MARCH 4 , 20 09 AND MARCH 9 , 20___ill_. TWO COPIES OF !HE SOILS REPORT COMPILED FROM !HIS ,,.,,s1VDY. WITT-I MY RECOMMENDA TlONS, HAS BEEN SUBMIT/4D T E Q Plc;E OF !HE CITY ENGINEER. &"'';;';:'::">,,. SIGNED: , it-OffSSto-1' ,, ~ •\A. b~:'<"', G.E. NO.: 285 fl •.<I• ~\ #/~ /4 " o/ \:!\ DATE: ----'~=.il<'....,•'-"'4?-i·~'"--------,----~ ~•~~o l i LICENSE EXP/RATION DA TE: J/31,fft!J *""1; '.f'{;t,-,.r,.: OfErnl!.Wt,.-b . OWNER'S CERTIFICATE -~~ -~ \)'lo'",& I ( WE 0;~ CERTIFY !HAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BfEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTlVITY AND ADVISE ON !HE COMPACTION AND STABILITY OF !HIS SITE. .ae ~ .J/,. 1 Ot ctfll( ReurEK Ct/$4'4-Ktte.Tb_ll/CCJ/l§(.~(/Chl)N DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL PHOTOGRAMETRICS Vv!IH FlfLO SURVEY AUGMENTA TlON METHODS FROM INFORMA TTON GA IH£RfD ON APRIL 2004 BY FRASER fNG/NfERING AND KENNY AERIAL (20041 CORNERSTONf ENGINEERING 2007-2008. TOPOGRAPHY SHOWN HfRfON CONFORMS TO NATTONAL MAP ACCURACY STANDARDS. CT LOCATION THIS PROJfCT IS L THIN ASSfSSO ~ 205-140-16, 18, 19, 20, 21 ~ /NA ff INDEX OF IHI ~ E 1665 IS: 4 1. SEED MIX SHALL CONSIST OF NO LfSS THAN: 2. 3 . a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PfR ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLfCA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA TTONS Wl-lERE THE AREA BEING HYDROSffDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTTAL STRUC1VRfS. h. lffM a OF THIS SU8SfCT79N MUST BE INOCULA ffO Vv!IH A NITROGEN FIXING BACffRIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BfFORE HYDROSEfDING. I. ALL SEED MATERIALS SHALL BE JRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITT/. JH[ CALIFORNIA DEPARTT,1£NT OF FOOD AND AGRICUL1VRE C(Rf/FICATION TAG ATTACHED TO, OR PR/NffD ON SAID CONTAINfRS. j NON-PHYTO-TOX/C \\£TT/NG AGENTS MAY BE ADDfO TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT /Hf RA TE OF NO LfSS THAN 2000 lbs PfR ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTl1VffD, All OR PART, FOR HYDRAUUCALL Y APPLIED FIBER MATER/AL. Wl-lEN STRAW IS USED IT MUST Bf ANCHORfD TO /Hf SLOPE BY MEGHAN/CALLY PUNCHING NO lfSS THAN 50% OF THE STRAW INTO THE SOIL. FERTILIZER CONSISTING OF AMMONIUM PHOSPHAff SULFAff, 16-20-0, Vv!IH 15% SUlPHUR APPLIED AT THE RA TE OF 500 lbs. PfR ACRE. D. AREAS TO BE HYDROSffDfD SHALL BE PRfPARED PRIOR TO HYDROSEfDING BY: 1. ROUGHENING THE SURFACE TO Bf PLANTED BY ANY OR A COMB/NA TTON OF: a, TRACK WALKING SLOPfS STEEPER THAN 6: 1 b. HARR0\\1NG AREAS 6: 1 OR FLATTER /HAT ARE SUFFICIEN1l Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOIS1VRE TO PROVIDE A DAMP BUT NOT SA 1VRA ffD SfED BED. b. THE ADDITTON OF SOIL AMfNDMENTS, PH ADJUSTT,/ENT, LfACHING COVERING SALINE SOILS TO PROVIDfD VIABLE CONOITTONS FOR GROWTH. E. HYDROSEfDfD AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMAN[Nll Y LANDSCAPED OR, FOR AREAS Wl-lERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJfCT IS COMPLfffD AND ALL BONDS RELEASED. OWNER CARLSBAD UNIFIED SCHOOL DISTRICT 6225 fl CAMINO REAL CARLSBAD, CA. 92009 (760) 331-5063 J ENGINEERING FIRM CORNERSTONE fNGINEfRING, INC. 620 MISSION A VENUE OCEANSIDE, CALIFORNIA 92054 (760) 722-3495 2 ~CWIIUib TP,IIAT~IH'f UIJ~ e.i,.p TA.LI Tiffi 0~$<-R\PTICN OWN!c~SltlP MI\I wri:NNlce s1,a;r NO. MAINTVJMt: 6' A6REEf,IEWr fJ21.'Q.JEND' --e10-D~r~IJT1os1 Dl:ir~noN e1r51N ,,. . \ • c.us.p____ & ly'A !S ~ r3l-~ff~Ll.y (l)Bt.RJ • FT}l}u__ P,;A;,l>J -\!.'DIA f\L rHI. DE'l' ENr"-"J-l1<JcA1r<A \ N/A 1)8/-,v,NW Cl.,_y , ,_c;.u.s.lL 1 I/ '2) Sf,,7ft"//fJ,j/;Ju.. = ,uTY ,,J,;.,,ND 1-1cree • • - SU9.IP PFJ'.JJE<..T PRIOl2ff'!' PRIORITY CITY OF OCEANSIDE PACIFIC OCEAN R/W la PROJECT LOCATION PROJECT SITE CITY OF VISTA CITY OF ENCINITAS VICINITY MAP ' ' ' \ N.T.S. KEY MAP SCALE: 1"=500' R/W THIS PROJECT IS LOCATED Vv!THIN APN(S): 205-140-16,18,19,20,21,25,28,29,30 BASSWOOD AVENUf, MONROE STRffT, VALLfY STREfT AND CHES1NUT AVENUE , THE CALIFORNIA COORDINA ff INDfX OF THIS PROJECT IS N 2004000 [---"'62e.J,c00e,Oo,O _________ _ LEGEND WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTTON OF ALL CUTS AND FILLS, RfMfDIAl GRADING, DRAINAGE FACILITIES. fROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PRfPARA /ION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA TTONS, RfQUIREMENTS, RESOLUTIONS AND ORDINANCfS CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE Vv!IH THE FOLL0\\1NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTTON, AS DIRfCTEO BY THE CITY ENG/NffR. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEfRING STANDARDS 3. THIS SfT OF PLANS 4. RESOLUTTON NO. N/A DA ffD N/A 5. THE STANDARD SPECIF/CA TTONS FOR PUBLIC WORKS CONSTRUCTTON (GRfEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON CONSULTING, INC. DA TED 10/11/07 AND BY GfOTEK INC. DA TEO 03/09/09 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE Cl TY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL !OMMISSION DEVELOPMENT PERMIT CONDITIONS DAffD N{.'. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA ffD N/A 10. STORM WATER POLLUTTON PREVENTTON PLAN PR[PARfD BY CORNfRSTON[ ENG/NfERING, INC. DA TED APRIL 008 11!)/0 NO. 9 37C J51633 11. STORM WA ffR MANAGEMfNT PLAN PRfPARfD , BY CORNERSTONE ENGINEER/NG, INC. DA ffD ~$~£~PT.cc. ~0~8~----- 12. CALIFORNIA STORM WA ffR QUALITY ASSOC/A TTON BMP CONSTRUCTTON HANDBOOK AND CALTRANS CONSTRUCTION S/ff BMP MANUAL. BENCH MARK DfSCRIPTION: ~C.3'Lci<SB-12cc3si2-1/.i2ic",;,8,..cRAITiS.3'S,,;Dc.,ISc;;C-====a,r-- LOCA TlON:_~1'""0,..PccOa,F,,,c,,,,u"'RB-/NiscLE""T-\\£r.S'i.Tca::Sci'ID-';;E-,'M'i'OciiNR"'O;;:Ea,;S;,;TR',.,f=;E"'T=_ ON \\£SffRL Y PROLONGA /ION OF NOR/HERL Y CURB IN FRONT OF COMMUNITY SWIM CENffR RfCORDfD: -C}P£";'R~R',;·"'o._,,s.~!.!17_,,_27!.!1 ______ --;-:,==-- ELfVA /ION: 208.131 DA 1VM: NGVD 29 EARTHWORK QUANTITIES CUT: 18,280 CY FILL: 21.770 CY IMPORT: fXPORT: RfMfDIAL: 10,129 CY 0.00 CY 13,333 CY NOTE : VOLUME INCLUDES CLEAR AND GRUB MATERIALS. SHEET INDE 1 T71lE HEET _ ......................................... C-1.0 2 DEMOLITION PLAN (FOR RfF ONLY) ...................... C-2.1 3 DEMOLITION PLAN (FOR REF ONLY) ...................... C-2.2 4 D[MOLI /ION PLAN (FOR REF ONLY) . .. .. .. .. . .. .. .. .. .. . C-2. 3 _,D,_,E,,Sc,CcccR"'IP,_T=I'-"0-'-'N~----~D~W~G=·~N=O~. ----~S=Y~M=B~O=L~_~Q~U=AN~T~I=T~Y 5 GRADING PLAN . .. . .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. . c-4.1 RIGHT OF WAY UN[ __ R,L'il_ -- 6 GRADING PLAN . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. . . C-4. 2 STRffT CENffRLINE 7 GRADING PLAN .... _ ......................... .. C-4.3 DRIVEWAY . SDRSD G-14A, CCSD GS-12 6" CURB AND GUTffR G-2 CONCRETE SIDEWALK. . G-7, G-9, G-10 CMII!) W-12 L1 I\. 970 S.F. 427 L.F. 2,205 S.F. 8 DRAINAGE & UTILITY PLAN (FOR REF ONLY) C-5.1 9 DRAINAGE & UTILITY PLAN (FOR RfF ONLY) ........... C-5.2 FIRE HYDRANT ASSEMBLY WA ffR SERVICE CONNECTION -2' EXISTING CURB INLET EXISTING WATER LINE EXISTING STORM DRAIN EXISTING 'PR/VA TE' STORM DRAIN "PR/VA ff" STORM DRAIN R/SfR OR CB TRUNCATED DOMES FlfLD UGH TING PEDESTRIAN ROU ff ® [_c):-J ---50--- 0 0000 0000 0000 ♦fl ={> 1 f.A. 4 E.A. 10 DRAINAGE & UTILITY PLAN (FOR RfF ONLY) ........... C-5.J 11 DRAINAGE & UTILITY PLAN (FOR REF ONLY) ........... C-5.4 12 DRAINAGE & UTILITY PLAN (FOR REF ONLY) .......... C-5.5 DETAlL5~ ........................... c .... i~ /)ETAILS T II RCE___ EXP,, ___ _ REVIEIIED BY• INSPECTOR DATE DATE l----+---+-----------t----t----i----i---11 SH1EET j CITY OF CARLSBAD s~~s4 ENGINEERING DEPARTMENT ,,,..,._ l----+--t----------------1---+----t---i-------1 ~G,i;Rii=AD~I~N;'_.G=;P:;:;LAN~S~FO~R~::'=:'==:::=:::::::::::::::::::::::=:=:'f:~~:tW MS RIV/SC SHT-1,0-T/TLE BlOCI( t SHUT INDIX OJ/at '09 MS ~\:VISE' SHT-5,4-TREATl'lf T FAtlllTY R[V/STOII Ms llf.W SHT-7.S-TRUTMelYr F'ACIUTY DlTAILS MS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 2 DATE INITIAL DATE INITIAL QTI,ER APPROVAL CITY APPROVAL CHS MODERNIZATION -STADIUM PHASE TITLE SHEET APPROVED: DzP.,.)·~SER _ :J/e7/o? DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 10 ~ DATE DWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. PD 08-06 DRAWING NO. 4~7-9B ---__l_ll I: ' : ' j: .!, __ ,' D' I DBA.W!NG NUMBER OWG 467-9B 1ot -RAAl) PAOOUCra • N , MJNNES\)TA --•[<JI~ S'I" f'I-.Ht 'JlJMB\:.fl 6.::i:i'J ---~ -·-· ,-c;~,Cl~~ il•lil uf .-t"~I ;• 'hll ca~ ..... -"·---- PERKINS +WILL 617 w. 711191. rute1200 LOI Angele' CA 90017 ~ 213.270.8400 I 213.270.8410 www.perkinswill.com Carlsbad High School Stadium Carlsbad Unified · School District C' a " .. 3557 Lancer Way Carlsbad, CA 92008 FILE NO. F 37-H16 04 -109078 AC---~•Ls. __ ss, __ DATE Revisions /1' Resubmittal 08/26/08 NO. ISSUE DATE Sheet Information Dale 03-14-2008 Job Number 77104.00,l Drawn JLS Checked GEC Approved MAS 'flije GRADING PLAN PD 08-06 DWG 457-9;;;.r-v SHEET 1 0 /4 Sheet C-1.0 DSA APPROVAL Copyright © 2008 Perklns+WJII iORAWING NUMBER DRAWING NUMBER lJ PRQDUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • I\EW HOPE, MINNESOTA l;IE'O"'[IE--R 8V PMIT NUMBER fi!'i!J:3 1 REORDER 13Y PART NUMBER 655:3 I •-:-J~i:i~ l.llilliN 11,1111 JI( IIISL111E- I • - !::!. - 0 [ ( E CD @ Q) © ® ® 0 ® ® @) @ @ -----, ----------1"511;iltl£L,Qllllt·"11f!l)H7HISL1#,E--·-- 5 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, REMOVE EXIST RAILING CITY /DISTRICT LAND SWAP BOUNDARY REMOVE EXIST CONCRETE STEPS REMOVE EXIST ELECTRIC/TELEPHONE SERVICE EXIST 2" WATER METER TO REMAIN, PROTECT IN PLACE REMOVE EXIST RISER EXIST ELECT FACILITIES OR SIGNAL, OR COMMUNICATION, OR LOW VOLTAGE-SEE ELECT DRAWINGS EXIST CONEX BOX TO BE MOVED BY DISTRICT @ EXIST FENCING TO REMAIN @ REMOVE EXIST IRRIGATION LINE OR FACILITY @- @ DEMO/REMOVE EXIST BUILDING @ REMOVE & RELOCATE EXIST SOLAR PANELS (BY OTHERS) NIC @) EXIST CELLULAR FACILITIES TO BE RELOCATED (BY OTHERS) INCLUDES EXIST BLDGS NIC @- @ REMOVE EXIST CONCRETE WALK @) REMOVE EXIST PLAY AREA AMENITIES AND SALVAGE TO OWNER @ @ EXIST FENCING TO REMAIN @ REMOVE EXIST METAL/WOOD BLEACHERS, PRESS BOX AND SUPPORT STRUCTURE @ REMOVE EXIST CONCRETE BLEACHERS @ REMOVE EXIST SCOREBOARD AND FLAG POLE-SALVAGE TO OWNER w z N @ REMOVE EXIST RETAINING WALL (RAILROAD TIE) PROVIDE TEMP SHORING AS REQUIRED @ EDGE OF AC PAVEMENT (8} CONTRACTOR TO REMOVE/RELOCATE EXIST MONUMENT PER OWNERS DIRECTION @ REMOVE EXIST AC PAVEMENT ® REMOVE EXIST CONCRETE (PCC) PAVEMENT OR WALK (ALL THICKNESSES) INCLUDES ANY POSSIBLE REBAR __J 1-- I w ow 1--I <( (J) ® @ @) @ REMOVE EXIST CONCRETE DRIVEWAY WITHIN PUBLIC RIGHT OF WAY REMOVE EXIST CONCRETE CURB LW ® ® @ REMOVE EXIST CONCRETE CURB & GUTTER REMOVE EXIST CMU WALL Lll~IT 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 F AGILITY @ REMOVE EXIST SD INLET OR CATCH BASIN (2' SQ. OR LESS IN SIZE) 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 (§} 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 ® @) @) @ @3J ® @ 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 F AGILITIES REMOVE EXIST WATER LINE CUT AND PLUG EXIST WATER LINE © CUT EXIST WATER LINE FOR CONNECTION TO NEW LINE @ FOR DEMO WORK AT THIS LOCATION (EXISTING FIRE SERVICE LINE) SEE UTILITY PLANS @ EXIST FIRE HYDRANT TO REMAIN PROTECT-IN-PLACE @ EXIST WATER OR FIRE WATER SERVICE LINE OR FACILITY TO REMAIN PROTECT-IN-PLACE NOTES: NOTES {CONTINUED): 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 GRADE AS REQUIRED. 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 SHAUL COORDINATE WITH SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. MICHAEL WRIGHT 716-2624 7. CONTRACTOR SHALL PROVIDE TEMPORARY GATES w (J) 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL SE 'PROTECTED IN PLACE'. SAID UTILITIES SHALL PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION. AND FENCING AND SHALL RESTORE SECURITY TO ALL WORK AREAS AT END OF WORKDAY. 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES AT ALL POINTS OF CONNECTION. 5 8. CONTRACTOR SHALL COORDINATE WITH CAMPUS SECURITY. MICHAEL WRIGHT 716-2624 DRAWING NUMBER SAFCD PRODUCTS • NEW HOPE, MINr-.ESOTA \ \ 4 DRAWING NUMBER SAFC0 PRODUCTS • NEW HOPE, MINNESOTA :tEJRXR BY l'AH1 \/Ul.1arn 5553 -·-1'.ll>lduriicit.(ll'l:lff;...iH,~ • .:---_, ------ FOR DRAWING NUMBER SAf80 PROOL~ • ~~cw :~OP!::. Ml•4~.iE30TA ,,rnMDE.R BY Pr.RT N.Jl.18ER E:553 -·la~l'IJ~i.J.a&!:lllri,,lflLlkl,!Jll_,llf.- REFERENCE 2 ONLY DRAWING NUMBER ~ i'i-dOur.;,s • r~EW H~l'E. l\,'11Nr,i8:;UTA ·1h.i;.\JF-, BY l'AHl \/U:,'ilcllR 0~53 --,•,w,1i!liWEIE.lll l'a1ir.a11111111.,111:- GRAPHIC SCALE 0 " ( IN FEET ) 1 inch as 20 ft. DBwcri&~~,R 2of 12 .__ __ _;;_...:....:....::;=.._~ ".:/J--•.:Oi'.~:.IDUClS • 'JC ........ 11Ui"E, l·.1llJ',il'.iUTA 111:.\JHUC:F 0\ f'I\ITT M.11·.',cllF, i,;~~:3 --1·U..tllahWililln:oo.111,~c;11E--- PERKINS +WILL 817W, 7111 BL SW1200 LooArgoleo,CAIIOOli' • 213.270.B«IO • 213.270!410 www .perkinswill.com Carlsbad High School Stadium Carlsbad Unified School District C 8 A 3557 Lancer Way Carlsbad, CA 92008 l(Of ESS / ":1-t\.A.s ' Ji ~ -~ ~ /it OE C60665 ;o "' Exp12-31-10 * J';, CIVIi-,..,_ .fl( Of CAll'o# FILE NO. F 37-H16 Ac __ .,.~Ls __ ss __ DATE Revisions /,\ Resubmittal 08/26/08 NO. ISSUE DATE Sheet Information Date OJ-14-2006 Job Number 71104.00~ Drawn JLS Checked GEC Approved MAS Till& DEMOLITION PLAN PD 08-06 DWG 457-9B SHEET 2 OF 12 Sheet DSA APPROVAL DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG457-9B 4FCO Pli□□UGTS • NEW HOPE, MINI\ESOTA SAFCO PRODUCTS • NEW HOPE, MINNE51JTA 5AFCO PR□DLJCTS • t.EW HOPE, MINNESITTA SAFCO PRODUCTS • NEW HCFE. MINNESOTA SAfCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HCFE, MINNESOTA SAFCO PACOUCTS • NEW HOPE, M/Nf\ESOTA REU;,orn BY r,:.m "IL:\·mCR !;S$3 rlEOM:IFi ffi' ,,,._RT NLIMcll'P 1.l55~ REORDER B'r' PAfff NUMSEP. 665:;! REOROCR BY PART NUMBER 6553 REORDER BY PART NUMBfR 6553. REOflDER BY PART NUMBER 6553 REORDER BY PART NUMBER 1)553 3of 12 --l·Ul;IIIJll~~illilli,:il'.:111:hlli-llE-----------------·rU~l\1Jl,;WOf.;lfi•W111.-a,.isur11'-------_, -·-----<'(>&1T·Jt;L:,ari111r.11fr,Jl(ro,lt.JNE--·------_, ------,'LJSelltlb.U,BE(lfi'fUlf!JhllllSLI,.__ ------~ -1 -------,·~~c,oi,iciil(lll'hl/f:.ltliU!S.1111;----------I ---.~ ---__: ___ 1•~~-H\il<LUI.IL~fl"hllli(lll;i!lii:.1£----------1 -----rosmOMEDIEllfPHlll'fllllTHISL'!IE-- 0 [ ( E • 0 ® 5 DEMOLITION ITEMS: REMOVE EXIST CHAINLINK FENCE & GA TE REMOVE EXIST TREE/SHRUB 0 PROTECT IN PLACE EXIST POWER POLE © REMOVE EXIST METAL GA TE & FENCING ® EXIST CONCRETE STEPS TO REMAIN, REMOVE EXIST RAILING ® CITY /DISTRICT LAND SWAP BOUNDARY 0 REMOVE EXIST CONCRETE STEPS @ REMOVE EXIST ELECTRIC/TELEPHONE SERVICE ® EXIST 2• WATER METER TO REMAIN, PROTECT IN PLACE @ REMOVE EXIST RISER @ EXIST ELECT FACILITIES OR SIGNAL, OR COMMUNICATION, OR LOW VOLTAGE-SEE ELECT DRAWINGS @ EXIST CONEX BOX TO BE MOVED BY DISTRICT @ EXIST FENCING TO REMAIN @ REMOVE EXIST IRRIGATION LINE OR FACILITY ® @ DEMO/REMOVE EXIST BUILDING @ REMOVE & RELOCATE EXIST SOLAR PANELS (BY OTHERS) NIC @ EXIST CELLULAR FACILITIES TO BE RELOCATED (BY OTI,ERS) INCLUDES EXIST BLDGS NIC @) @ REMOVE EXIST CONCRETE WALK @) REMOVE EXIST PLAY AREA AMENITIES AND SALVAGE TO OWNER @ @ EXIST FENCING TO REMAIN @ REMOVE EXIST METAL/WOOD BLEACHERS, PRESS BOX AND SUPPORT STRUCTURE @ REMOVE EXIST CONCRETE BLEACHERS @ REMOVE EXIST SCOREBOARD AND FLAG POLE-SALVAGE TO OWNER @ REMOVE EXIST RETAINING WALL (RAILROAD TIE) PROVIDE TEMP SHORING AS REQUIRED @ EDGE OF AC PAVEMENT @ CONTRACTOR TO REMOVE/RELOCATE EXIST MONUMENT PER OWNERS DIRECTION @ REMOVE EXIST AC PAVEMENT @ REMOVE EXIST CONCRETE (PCC) PAVEMENT OR WALK (ALL THICKNESSES) INCLUDES ANY POSSIBLE REBAR '8) REMOVE EXIST CONCRETE DRIVEWAY WITl,IN 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 DEPTI,S) INCLUDING ANY APRON @) REMOVE EXIST PVC SD LINE (12" AND LESS IN DIAMETER) ® REMOVE EXIST RCP SD LINE @ ABANDON EXIST SD LINE 0 CUT AND PLUG EXIST SD LINE ® CUT EXIST SD LINE FOR CONNECTION TO NEW LINE OR FACILITY @ REMOVE EXIST SD INLET OR CATCH BASIN (2' SQ. OR LESS IN SIZE) 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 (®} 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 Tl,AT 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 @ FOR DEMO WORK AT THIS LOCATION (EXISTING FIRE SERVICE LINE) SEE UTILITY PLANS @ EXIST FIRE HYDRANT TO REMAIN PROTECT-IN-PLACE @ EXIST WATER OR FIRE WATER SERVICE LINE OR F AGILITY TO REMAIN PROTECT-IN-PLACE • NOTES: 1. CONTRACTOR TO POTl,OLE 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 GRADE AS REQUIRED. 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE'. SAID UTILITIES SHALL PROVIDE UNINTERRUPTED SERVICE Ti,ROUGHOUT CONSTRUCTION. 4. CONTRACTOR TO POTI,OLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES AT ALL POINTS OF CONNECTION. 5 NOTES (CONTINUED): Jj; "; ~ 5. CONTRACTOR TO OBTAIN R/W PERMIT J:RQM;JHJ..., ~ CITY OF CARLSBAD FOR ALL WORK WI q,IN rHE '-./ Cj PUBLIC STREET AND PAY ALL CITY FEEJ,S. / \ ,o-,"<' Jj 6. CONTRACTOR SHALL COORDINATE WITI, SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. MICHAEL WRIGHT 716-2624 7. CONTRACTOR SHALL PROVIDE TEMPORARY GA TES AND FENCING AND SHALL RESTORE SECURITY TO ALL WORK AREAS AT END OF WORKDAY. 8. CONTRACTOR SHALL COORDINATE WITI, CAMPUS SECURITY. MICHAEL WRIGHT 716-2624 4 4 3 2 5--s----- -----w---7,-~---- B ASSWQQQ 1 -----w -----------w----------- A VENUE FOR REFERENCE ONLY 2 • w -- GRAPHIC SCALE JO D 10 ( JI! FEET ) 1 inch =-= 30 ft. JO .--W, zN _J I u II- Ow 1-w <( ::r: L (I) w w (/) D PERKINS +WILL 617 w. 711 Ill. SW1200 Loi Angoleo, CA 90017 • 213.270.8400 ~ 213.270.8410 www.perkinswill.com Carlsbad High Schoo,! Stadium Carlsbad Unifiecj School District 3557 Lancer Way Carlsbad, CA 92008 C 8 A .,_ofESS / 't-'i,.'-A . er f!i ..... r1'1 "' OE C60665 ;,; "' Exp 1 Z-31-10 C/Vl'- OF CALI' FILE NO. F 37-H16 AC-~Ls __ ss, __ DATE Revlelone /1' Resubmitlal 08/26/08 NO. ISSUE DATE Sheet Information Oat■ 03-14-2008 Job Number Z71Q4.00~ Drawn JLS Checked GEC Approved MAS TIiie DEMOLITION PLAN PD 08-06 DWG 457-98 SHEET 3 OF 12 Sheol C-2.2 DSA APPROVAL CopyrTaht @ 2008 Perklns+Will DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER :0 PRODUCTS • NEW HOPE, MINNESOTA SAFC0 PRODUCTS • NEW HOPE !·lllNNESOTA SAFCD PRODUCTS • NEW HOPE, MINNESOTA :![G~-lXR 13Y F."Jll NU1.10[t, S:.i53 HE.JHIJ[Fl BY 1··.l.RT NIJl"1!C,Lfi □553 ilf:G1'0[R BY J'.:.AT NU"1BHi cl5~3 -.-J:il:,lll!LLliiitlt !JNlahrillS~11ti---------------1 ~ ~ ---11.1~1f.~uat'1!-,,,11,nc111·,111;c111£----------------··Jii1:,ar1LOiltill-.'illl(rcltliUIS~.!ft------_, --- ( f • 5 DEMOLITION ITEMS: 1. CONTRACTOR TO POTI-IOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONS1RUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY OR CONFLICTS. 2. CON1RACTOR TO ADJUST ALL EXISTING GATE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE AS REQUIRED. 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE'. SAID UTILITIES SHALL PROVIDE UNINTERRUPTED SERVICE TI-IROUGHOUT CONS1RUCTION. 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING F AGILITIES AT ALL POINTS OF CONNECTION. 5 (E) 5. CON1RACTOR TO OBTAIN R/W PERMIT FROM TI-IE CITY OF CARLSBAD FOR ALL WORK WITI-IIN TI-IE PUBLIC S1REET AND PAY ALL CITY FEES. 6. CON1RACTOR SHALL COORDINATE WITI-1 SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. MICHAEL WRIGHT 716-2624 7. CONTRACTOR SHALL PROVIDE TEMPORARY GA TES 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 4 4 DRAWING NUMBER SAFCO PRQDLJCTS • NEW HOPI., MlNI\JfSOTA 1'11:URLIICI" BY r'Affi NUt·.',d[F G55::J J FOR J DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 457-98 4of 1~ SAFGO PRODUCTS • NEW HOPE, MlNNIESOTA 5AFCO PRODUCTS • NEW HOPE. MINNESOTA SAFCD PRQPl.lCTS • Nl;IA( HOPE, MINNESOTA ,11-UR:]LR BY !'AR1 ~Llr,1i3CR G553 flE[JRlJE:fi BY f1ARl NUl/:.lEI-li:.0.'::3 ,;~C,lscll...Fl 8V l'.C.Hl '·iJ!.'icl[Fi c.'.i':icl -•J~'.,~L~El<Dill•h,ll'iltil"rilllUIE-------, -•-·-·----l'Oi,,]li,ll,LDllf.Ofl'!llil1cJjlJll!Lll1E-------1 --•---•'U$li,JhLLBi.illl1.111'0lli1il!,IHE---- 2 _...--+_,-frr ---- (-') •• /:J -·-•---~-.. ·□-·--··~--~-----··-· REFERENCE ONLY 2 1\ll F ,r:LD [;RAIN llf,[S IN 1-l[LD /cSSUMEO TC 3[ CB 6"' \) I I KROMAK 11£LD n ---- I---~ GRAPHIC SCALE 20 0 " " ( IN FEET ) 1 inch • 20 ll PERKINS +WILL 817 w. 71h st. llw1200 Loo Ang&lol, CA 90017 t 213.270.8-400 • 213.270.84111 www.perkinswill.com Carlsbad High School Stadium Carlsbad Unified School District C A 3557 Lancer Way Carlsbad, CA 92008 FILE NO. F 37-H16 Ac_~FLs __ ss __ DATE Revisions - /,\ Resubmittal 08/26/08 NO. ISSUE DATE Sheet lnfOl"matlon Dato 03 14-2008 Job Number 77104.00.J Drawn JLS Checked GEC Approved MAS rrtle DEMOLITION PLAN PD 08-06 DWG 457-98 SHEET 4 OF 12 ----------Shea! C-2.3 08A APPROVAL Copyright (C) 2008 Parkina+WIII DRAWING NUMBER DRAWING NUMBER ~ PRODUCTS • NEW HOPE, MINNESOTA SAFCD PRODUCTS • t-EW HOPE, MINNESOTA • - [ ( l ORNAMENTAL IRON FENCING PER DET. G/L-2.4 SEE LANDSCAPE PLANS CMU RETAINING WALL-TYPE 2 SEE C-6.2 (WALL #1) & 19/S-004 5 • DRIVEWAY 3' DETENTION BASIN - 6" CURB 1 BOTTOM=192.0 AC DRIVE AT DETENTION BASIN PLANTING SEE LANDSCAPE PLANS L-4.1 WALKWAY N.T.S. PLANTING SEE LANDSCAPE PLANS 17"-6" AC EXIT DRIVE 3' 1--'-'-'--=-'-'---==-=---i 6" CURB 6" CURB TRACK=197.00 FS CMU RETAINING WALL-TYPE 1 SEE C-6.2 (WALL #4) &: 19/5-004 EXIT DRIVE SECTION MONOUlHIC 6" CURB N.T.S, PLANTING SEE LANDSCAPE PLANS EDGE OF CONCRETE PAVING AT LANDSCAPING N.T.S. CHAINUNK FENCE PER LANDSCAPE PLAN~ f L-2.2, ITEM 'I' I ACCESS DRIVE ., '._.,_ .. , '•. CMU RETAINING WALL-TYPE 1 SEE C-6.2 (WALL #3) & 19/5-004 X "' PLAZA CONC. PAVING RETAINING WALL/FENCE AT ACCESS DRIVE N.T.S. CHAINLINK FENCE PER LANDSCAPE PLAN , ___ _ L-2.2, ITEM 'I' ~ .~ ----·~ • "q" wl zo -_J 1- :r: w ow I-:r: <( (/) ~w w (/) LEGEND; 193.00 CHAINLINK FENCE PER LANDSCAPE PLAN L-2.2, ITEM 'I' la: 1·-s• MIN. 15'-72" 1 '.\ ACCESS DRIVE I PARKING ON ~T ELEVATION m CONCRETE PAVING PEDESTRIAN ROUTE FIELD LIGHTING POLE NOTE; 4<, (f'(() 12°-10· ,:y'i' qi DECOMPOSED GRANITE AC PAVEMENT 1J.MJR!JJJJ.JR!'1!JJ.hJIJ CMU RETAINING WALL-TYPE 3 SEE C-6.2 (WALL #3) & 19/S-004 201.13 FS .;..o" .,. . . ......... .. POOL PROPERTY CMU RETAINING WALL-TYPE 4 SEE C-6.2 (WALL #2) & 19/S-004 1. CONTRACTOR TO POlHOLE ANO VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT Of ANY DISCREPANCY. RETAINING WALL/FENCE AT ACCESS DRIVE 2. CONTRACTOR TO ADJUST ALL EXISTING GA TE VALVES. CLEANOUT5, MANHOLES AND OlHER APPURTENANCES TO GRADE. 3. ALL UTILITIES NOT SPECIFlCALL Y DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' ANO PROVIDE UNINTERRUPTED SERVICE lHROUGHOUT CONSTRUCTION. 4. CONTRACTOR TO POlHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING F AGILITIES TO BE JOINED. 5. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WllHIN THE PUBLIC STREET AND PAY ALL CITY FEES. SEE R/W PERMIT NO. _______ _ 6. RITER TO LANDSCAPE DRAWlNGS FOR LANDSCAPE CHAINUNK FENCE PER LANDSCAPE PLAN L-2.2, ITEM 'I' N.T.S. w z :::J , 1:isffi 15'-72" ,, 1'-s· MIN. ~ • ACCESS DRIVE -~ "I if 1 PARKING ON PLAZA CONC. POOL PROPERTY PAVING .2.0" ~ -'. . _,., ', .. 4 I I. / I i I I DRAWING NUMBER SAFCO PRODUCTS __ • NEW HOPE, MINNESOTA 10 / I ' ' / " SEE • AB• ORA W)NG FOR BLEACHERS DETAILS (DEFERRED SUBMITTAL) - ! I I / / FOOlBAU. FlE1.D 198.00 FG I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA 3 BASSWOOD" .. RAMP DETAIL ------------~------ / / / i I CMU RETAINING WALL -SEE DET 19/S-004 I \ I I 5!11\ :' -MAX ..• TYPE DESCRIPTION I ., \ OWNERSHIP MAINTENAN AGREEMENT ' ' ' . I MAINTENANCE FREQUENCY I AND PLANTING WORK. CMU RETAINING WALL-TYPE 3 CMU RETAINING WALL-TYPE 4 10-DETENTIO DETENTION CITY OF 1 EA@ 7. 2,S MAXIMUM SLOPE, ALL DIRECTIONS IN ACCESSIBLE SEE C-6.2 (WALL ,:S) PARKING AREA &: 19/S-004 SEE C-6.2 (WALL 1/2) & 19/5-004 a. SEE HOR120NTAL CONTROL AND PAVING PLANS FOR RETAINING WALL/IFENCE AT HARDSCAPE AND fLATWORK LIMITS. @ ACCESS DRIVE 9. SEE DRAWING A-005 FOR PAlH OF TRAVEL DIAGRAM ,.,~-~.1+------------------N.T.S. 5 BASIN BASIN CARLSBAD N/A 0.03 oc-ft SIJSMP PROJECT PRIORITY ---"P_,.R.,,_IO=R=l_,_TY,__ 4 3 198.41 195.91 FS <;MU RETAINING WALL -SEE DE 19/S-004 ,·'\ ' 207.7~ FSY . . DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA CMU E I WALL,,..-...""" 19/S-0 CONC · STEPS 2 • ! AC PAVING SEE. C-3.1 OUT!11¢ B . 4.511 - J I I I : I ,1·, I :lil I j DRAWING NUMBER SAFCD PRODUCTS • NEW HOPE, MINNESOTA AEOROEa BY PART NUMBEB 6553 ,. \ I I ! r· DECORATIVE PLAJflIR & SI ' MQNUMENT Wfl /1 SEE L-1.1 • .. \ ........ ........ ............... GRAPHIC SCALE 0 10 ,. - -- --( IN FEET) 1 lncla • 20 It. BUIL TH RC[ __ _ EXP, ___ _ REV!Ev/ED BY1 · · INSPECTOR DATE I I / .. :/ ~r ~==-':;=_ -==!➔ -==--==-::::..==--==--==--==--==--==_:==--=i:::1--==-T:=_ -=l-1--==-7:=:;=_ -=:J_:._I :;:s:;;:;H5~E~E;:;T~]:~c:1~r:Y::;;o=:;;.F~==:;;.c==;A=;;;R:L=s:B:A:D::~~:;--1 r,;; ENGINEERING DEPARTMENT ~ 1-----1--+----------------1----1----1----1---1 GRADING PLANS FOR: CHS MODERNIZATION -STADIUM PHASE GRADING PLAN APPROVED: v~SER :1!1do• 1---+--t-,,,---------------le---+--f--+--I DEPUTY CITY ENGINEER PE 33081 EXPIRES B 30 10~ l-==-l-==+'.._--------------1----4---.J---1--~ DWN B : ---1 DATE INITIAL DATE IN111AL DATE INITIAL CHKD BY: ---I ENGINEER ~ WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL RVV.0 BY: 2 PROJECT NO. PD 08-06 DRAWING NO. 457-98 D DRAWING NUMBER DWG 457-98 5of 12 5AFCO PRODUCTS • N~ HOPE, MINNESOTA REORD~ BY PART NUMBER 65~3 PERKINS +WILL WW. 71181. --l.ol~CAIOOl7 • 2IIIJIIQl400 t2821Q84111 www.perkinswill.com Carlsbad High School Stadium Carlsbad Unified School District C B A 3557 Lancer Way Cer1abacl, CA 92008 ft 665 ;,, \ Exp12-31-10 ~ C/V\\. ~,,_ ',flt~ CN.,\iO# AC--fl.S __ ss DATE Revlelonl /1\ Resubmillal 08/26/08 NO. ISSUE DAl[ Sheet Information Oaf• 03-14-2008 Job Number 77104.003 Drawn JLS Checked GEC Approved TIiie GRADING PLAN PD 08-06 DWG 457-98 SHEET 5 OF 12 Sheet C-4.1 OSI\ Af'PFK)VAJ. Copyright IC) 2001 Portdna+WIU DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG457-9B :CO PRODUCTS • l'.£W H□PE, MJNI\ESOTA SAFCO PRODUCTS • f\EW H□PE. MINNESOTA SAFCO PRODUCTS • t£W HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEIN HOPE. MINt\ES□TA SAFCO PRODUCTS • NEW HIJPE, MINNESOTA SAFC0 PRODUCTS • NEW' HOF6, MINI\IESOTA ~Ol=!DEl=I B'r PART NL!MEIER 6553 RE':JRDCF! BY PART NUMBER 6553 :1t.0;~LJ[N BY f'ART l>TL.Jl,Ulrn 6553 FlEU!'IDU-i l:IY !'ART NU)·/.3~F 60',3 ,1EOR1Xf1 13\ i"ARl NJMSEF [,553 l'ld]l-'..JLH El'r PAHl NUr.'>S[;Fl l::l53 '1tLIHL11:.F lW i ','~Hl r,;::J~.',!3LF< 0s1_.3 I --~.illll.Jll!:,;111.if:u,r(lll,!ill!..JIII;--------I --------------l•l'll,E,JliLOQlYll'<.llfTll!f"iHl8..IM<-----------1 ---~ --------l'i.llolli~Li,ili.il-,'1.llr'JffTHIS.tNE------------• ---------P1J!>1l1~t.aa!.O/!'l.llfi.llj1LillUH.E----------1 ---------,·<Jl.liWhlJElillt,•,.iil?Jlll,llltcori<---------I ------------1•J~i:1!11!L01i!:011•!!UJ,;JN1ill5ll"'----------• ------------!'U.li:.ll,U/i11.0lrt111tlil!rnlli.llG:----1 [ E 1. VARIES LEGEND: VARIES PLANTING SEE L-4.2 193.00 ~T ELEVATION m .. _d-,_ "f'F1 NOTE: CONCRETE PAVING PEDESTRIAN ROUTE FIELD LIGHTING POLE 5.00' 20.00' AC • 1.5i! - --7-- 0G SECTION· 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 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 LANDSCAPE DRAWINGS FOR LANDSCAPE AND PLANTING WORK. 7. 2;11 MAXIMUM SLOPE, ALL DIRECTIONS IN ACCESSIBLE PARKING AREA 8. SEE HORIZONTAL CONTROL AND PAVING PLANS FOR HARDSCAPE AND FLATWORK LIMITS. 9. SEE DRAWING A-005 FOR PATH OF TRAVEL DIAGRAM 5 ---4 J ---~-----,_/ BASSWOOD ---=---::::===============;==::::=:::::-==-====· =~ -c-==c==========Jl=, >===========~~~~=======- 1s1.3o FG --- I \ "'-' 5:,t MAX SLOPE c, 2,:i MAX CROSS rALL i,~ -----,----------,----------------------c_o----------Ec'=- I I I \ I I 4 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 ' EXISTING BATTING CAGES /'--.. I "- / "-I \ I \ I \ o I \ 1\ \ n-.., I AC PAlNG ,/ 197.15 FS / 197.23 FS .,/ , t .,/,.., , s 19 . C / ,I I I I / -------/ • 2:1" MAM---·· 2:. 1 MAX Sl0l!-'l0Es-----t--------~------~- // / / REFER TO LANDSCAPE / DRAWINGS FOR IRRIGA~6N, PLANTING AND FENCING I I // // I R_AMP 196.70 FG 19!.lllr F r, / \ ( I 197.00 FS I I 0 201.50 FS DG UNDER BLEACHERS 04 0 BLEACHERS 0 c:- 9-, I FOOTBALL FlaD 198.00 FG --1--/ /\ 19 . 0 FS 7 17 1 1 0 7 17/: 16 2'1 MAX I [ -----SLO~ 0 0 0 \ I ) 0 I I I ..-- W · z ~ _J I u I I 1- I U w /~W ; -.:::: I I ~ (J) I I/ //.I I w w (J) I I I 0 0 0 ~ / 196.80 Fs 00 _J'-..,. Lo _J L,-9Ji'I L _J ,{_ ;J i )'S '.). : DG UNDEJ( / I y:, 1 BLEA~~ _ w-~ 96 . 80 , 0 1.1.00 Fs@J 1; ;@J @'1960~ L@J 1 ' @J @] ~ @] 0 0 0 0 1' I ,/ 197.10 FS r-,;=-=-y,- z ~ O [QJl/(c UNDJ?1 @] 19~ S / 7/ BLEACHERS 7 ... 197.50 : 197.50 FS __ I I I I I I I JAL ~ '201 -- : ' I I I I I V--H\ I I I I ' I 197.30 F 97.45 FS : 197.JO fS I I EXP, ___ _ DATE REVIEw'ED BY< INSPECTOR DATE l----+----l----------1-----t---+--t------l I SH6EET I CITY OF CARLSBAD fSHm's]2 ENGINEERING DEPARTMENT ~ ~G"'R;;:AD~l;;N~G'::;P;;LAN~S~F~OR:~:::::::::::=::::::::::::::::::::::::::::=:::=..==~ CHS MODERNIZATION -STADIUM PHASE GRADING PLAN GRAPHIC SCALE APPROVED: DAVI~% .j__ / " 0 ,0 " o=EP=u:::T::-:Y-:Cc:ITY:-:-::E:-:-NG::CINC,EE~Rtu:P~E:-3~3~08~1~E::::XP:::IR::::E:;:S =-::6-.:3:-:0-::10 ~: \i O, ( IN FEET ) 1 inch = 20 ft. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA l! INITIAL DA l! INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: -;,,:c,,--PROJECT NO. DRAWING NO. CHKD BY: ~..,-PD 08-06 457-9B RVWD BY: 2 D PERKINS +WILL W w. 7111 Bl. BIAo 1200 Loo~CA90017 • 213.270.8400 ~ 2l3.270.1l411 www.perkinswill.com Carlsbad High School Stadium Carlsbad Unified School District C B A 3557 Lancer Way Carlebad, CA 92008 665 "' "' Exp12-J1-10 -s-,-, CJV\\. ,~ CfJ; OF CALl<o-,.'<' FILE NO. F 37-HI 6 Ac ___ fls, ___ ss. __ _ DATE Revision, /1\ Resubmitlal 08/16/08 NO. ISSUE DATE Sheet Information Data 03-14-2008 Job Number 77104.003 Drown JLS Checked GEC Approved MAS Title GRADING PLAN PD 08-06 DWG 457-98 SHEET 6 OF 12 C-4.2 DSA APPROVAL Ccpyrliht @ 2001 Perklns+WIII DRAWING NUMBER DRAWING NUMBER WCO PRODUCTS • NEW HOPE, MINNESOTA REDflDER BY PART NUMBER 6553 ·-1":;..J:,Jf,(.~il.Ul-,JHJJftllllSJHf--- SAFCO PRODUL..'TS • NEIN HOPF.:, MINNESOTA R!eOPD&R Blf PAA, NUt'IBCA-C!:i:$3 - -------I -----------,•cl:.i';OOUlBfilll'<Ullltlil111SL,Ni--- 0 ( E 5 > ,' \ -----T-~--, ' \ 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 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 CARlS6AD FOR All WORK WITHIN THE PUBLIC STREET AND PAY ALL CITY FEES. 6. REFER TO SCOTSMAN PC DRAWINGS FOR SEWER AND WATER POINTS CONNECTION. 5 STORAGE & ELECT SUBSTA T!ON LEGEND: 193.00 ~T ELEVATION m CONCRETE PAVING .. PEDESTRIAN ROUTE + F1 FIELD LIGHTING POLE DRAWING NUMBER SAFCO P!ID□UCTS • NEW HOPE. MINNESQTA ilf::)FlDCR &) ·,:.1.ir ;,_ .,..,_,~fl 5553 -... ---•;·u~ll,Jh Lj!I ll: -,.,ill! JII :111S :...IIE--- 4 (E) GYM 7.5' E FF 198.5 HEIGHT VARIES 4 12' RAILING CMU WALL PER DET 19, I I S-004 --1.. 2:>. MAX AC PAVING SECTION SCALE: NTS DRAWING NUMBER SMC.O PROCIUCTS • NEW.HCFE. MINl\ll;.SOTA ,-ii:UH:.JE:H 81' P..RT N;Jl·.,EJl:H 0553 ----!'ll!l:HJlltUIKlll-nllllUl\,;JISL1/I:---- FENCE CMU WALL 197.50 TC CMU WALL PER DET 19, S-004 PER DET 19, S-004 EXIST CONG SLAB J 8' 12' 2:>. MAX AC PAVING SECTION SCALE: NTS DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFcql PRODUCTS • NEW HOPE, MINNESOTA . i:EORDER B'f PART NUMBER 6553 DRAWING NUMBER DWG 457.9,9 7 of SAFCO PROOUCTS • NEW HOPE. MINI\ESOTA REORDER BY PART NUMBER 6553 ---!'li~lll~c.;lllJ,!':olflJNllllSUllli-------·~•-•-1 -------•,·j!,l~i.l!Ulll.lll'IJl".iJNIUlS.lllla--- 3.80 FG ---------- ---··---9ur---~---) --____ / 2 193.B0 FG [61 197.25 F.F. TOP OF CURB FLUSH-\-, W/flELD EVENTS FINISH SURFACE AC PAVING 198.50 TC 1915.10 F 196.10 TG 1915.20 FS 19-4.20 FG 197.23 FS ... ,,(Ac PAVJNG ............. , /"'V" 0 / 0 2,C MAX SLOPE IN .,./ ANY DIRECTION /., / / ~ ' ' AC PAVING \ \ ----..,. \ ----- ------------- . . 197.30 FS \ / \ 197.23 FS 194.20 FG 194.70 TW 2~ MAX SLOP IN ANY DIRECTION 197.23 FS 197.23 FS -- t------- 1 • w-.;;J- 1 z I I _j o I 1--o W I-w <(I ~ if) -------l,J.J I ~--- 1 \ \ \ \ \ \ \ FOR IMPROVEMENTS IN THIS AREA REFER TO DWG 457-9D /\_..lc-'rl,,,,,,,,'/\0.-'c'T / 197.2 FG~ _\ \ ~~ )..--'--""~--\-,-~,: i ~-! / FENCE CMU WALL PER DET 19, S-004 , NOTE: MITS Of FIL MUNICIPAi SWIMMING POOL FIELD EVENTS SURFACE ELEVATIONS MATCHES PERIMETER TOP OF CURB ELEVATIONS. If\ DAlE INITIAL ENGINEER CF WORK REVISION DESCRIPTION 2 --- . F I 'j -c1-j FOR IMPROVEMEtj CITY AQUATlq C~ TE(< REFER TO DlG ;1~19 0 GRAPHIC SCALE ',' 1 ',' ( IN FEET ) 1 inch = 2D !l DAlE INITIAL DAlE '? INITIAL OTHER APPROVAL CITY APPROVAL ' II AS BUIL T11 RCE EXP, DATE REVJE\vED BY• INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 GRADING PLANS FOR: CHS MODERNIZATION -STADIUM PHASE GRADING PLAN APPROVED: DAVIV:JA~ _ :J/4.r/o, DEPUTY CITY ENGINEER PE 33061 EXPIRES 6/J0/10 'DATE D\\N BY: PROJECT NO. DRAWING NO. CHKD BY:_k, RVWD BY: PD 08-06 457-98 D PERKINS +WILi. 617 W. 71h lll Bw 12()0 l.o1Angoleo,CA90017 • 213.270.8400 ~ 213.270.8411 www.perkinswill.com Carlsbad High School Stadiun1 Carlsbad Unified School District C B A 3557 Lancer We,y Carlsbad, CA 92008 12-31-10 CJV\\. CAL If FILE ND. F 37-H16 AC __ ...J-"LS ___ ss, __ _ DATE ;,.. NO. Datt Revlalona Resubmillal D8/26/08 ISSUE DATE -Sheet lnformatlc,n 03-14-2008 Job Number 77104.0QJ Drown JLS '--------------" Chocked GEC ------------" Approved MAS Til:le GRADING PLAN PD 08-06 DWG 457-98 SHEET 7 OF 12 Sheet C-4.3 DSA APPROVAL Copyrtght @ 2001 Perklns+'Nltl DRAWING NUMBER DRAWING NUMBER ~ PRODU~TS • NEW 1-101-'E, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA I REOROE-_,-8¥ PARl Nut,J!.!fR 655:3 -·l·%.li.Jl,:i!8i.Ol1•;~Nl~l!IISWlii:--- 0 ( f 5 STORM DRAIN CONSTRUQTION NQTES; ~ 12" SQ DROP INLET 18" SQ PRECAST CONCRETE DROP INLET G) 24" SQ PRECAST CONCRETE DROP INLET 0 TYPE G CATCH BASIN PER D-8, SHT C-7. 1 ® TYPE B CURB INLET PER D-2, SHT C-7.1 ® TYPE A-4 STORM DRAIN CLEANOUT PER D-9, SHT C-7.2 0 6" SD CLEANOUT PER SPECS ® TYPE F INLET PER D-7, SHT C-7.1 @ 24"x12" PVC WYE CONNECTION @ 24"x15" PVC WYE CONNECTION ~ 15"x12" PVC WYE CONNECTION 12" PVC WYE CONNECTION 2 @ INSTALL 6" PVC STORM DRAIN @ 15"x10" PVC WYE CONNECTION ® 15"x8" PVC WYE CONNECTION @ 18"x1 D" PVC WYE CONNECTION ® 15" SD TO BE EXTENDED IN FUTURE PHASE WORK @) 1 B"x4" WYE CONNECTION @ 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 4" PVC STORM DRAIN ~ CONNECT NEW STORM DRAIN LINE TO EXISTING BREAK INTO EXIST INLET/JUNCTION STRUCTURE AND CONNECT 12" PVC W/EPOXY MORTAR @ VOLLEY BALL COURT DRAINS SEE DETAIL M, L2.3 @ INSTALL 36" PVC STORM DRAIN WATER CONSTRUQ]QN NOTES: ® FIRE HYDRANT PER CMWD W-12 @ IRRIGATION LINE SHOWN, REFERENCE ONLY SEE LANDSCAPE PLANS 4" GATE VALVE W/BOX 8" GATE VALVE W/BOX 8" CUT-IN TEE CMWD W-22 INSTALL 4" PCV, C-900 DOMESTIC WATER PIV FIRE DEPARTMENT CONNECTION INSTALL 8" PVC, C-900 FIRE SERVICE LINE INSTALL 3• PVC SCH40 DOMESTIC WATER INSTALL 2" PVC SCH4D DOMESTIC WATER 4 CONNECT NEW WATER LINE TO EXIST WATER 4 INSTALL 3" BUILDING WATER 44 INSTALL 6" GATE VALVE W/BOX 45 INSTALL 6" PVC, C-900 FIRE SERVICE LINE 46 CONST CONCRETE THRUST BLOCK PER CMWD W-15, C-7.3 & SIZING CHART THIS SHEET ~ 8" TEE 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 W/3-8" GATE VALVES W/BOXES 1 ® B" TEE W/2-8" GATE VALVES W/BOXES ® B"x6" TEE W/6" GATE VALVE W/BOX (§ 6" PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER ____ SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. ® 8"x6" REDUCER @ 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) 15" PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER ______ , SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. @ 2" BACK FLOW PREVENTER PER CMWD W-20 WITH STEEL CAGE ENCLOSURE & LOCK. @ SEE SPECIAL NOTE 1 SEWER CONSTRUQ]QN NOTES: @ 4FT SEWER MANHOLE PER COCSD S-1A @) INSTALL 8" PVC (SDR-35) SANITARY SEWER ® INSTALL 6" PVC (SDR-35) SANITARY SEWER @ CONNECT NEW SANITARY SEWER TO EXIST SEWER {§) INSTALL 6" BUILDING SEWER @ SEWER CLEANOUT PER COCSD S-6 @ INSTALL 4" PVC (SDR-35) S.S. GAS CONSTRUC]QN NQTES: ; ® INSTALL 3" GAS INSTALL GAS SHUT-OFF VALVE (SOV) W/BOX VALVE SIZE TO MATCH LINE SIZE INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED CONNECT NEW GAS LINE TO EXIST GAS GENERAL/ALL UTILITIES NOTE: • (§} PLUG OR CAP UTILITY NQTE: 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 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 DRAWINGS FOR BUILDING Poe's 5 N • LO w I zu _J I- IW ow 1-I <t:: (./) ~w w (.f) SPECIAL NOTES: 1. EXIST FIRE SERVICE FACILITIES TO BE TAKEN OUT OF SERVICES AT THE TIME NEW FIRE SERVICE LINE (W/ACTIVE SERVICE) IS CONNECTED TO EXIST BLDG FS LINE. ABBREYIAIIQNS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS I I 1 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA :SEOP.~ HY PART NUUBEA Eci53 ---'llil"Jilllt..Uat.11.-"llfT\Jhi,ll8cPIE--- 4 I \ 17 11 7 -'--$---:{>J-,-(Jr--c- L -r92. /2 _J I 196 0 TG ,7 L _J ' I ,7 4-_J "" ,7 L _J I 193.1 196. ; 12" sn-+---+..--0---,---..-+--,~. , -• C PAVI 1' ---- LEGEND: ~ ./1_--H'>-1--~-;I " SPOT ELEVATION NEW BUILDING ~ CONCRETE WALKWAY ASPHALT PAVING DRAWING NUMBER SARXI PA[!Ol.JCTS • NfW HOPE. MINN~SOTA il~Ul"ID(R SY I 1!l."1T NUhli:!l::fi t:i:..ib3 DRAWING NUMBER SAFCD PA □□l...CTS • NEW HOPE. MINI\ESOTA DRAWING NUMBER SAFGO !:iRQDUCTS • "-E\N !-<OPE, MINNESOTA REcJl~DER BY f-'ART r~Ul,\i:llFI Ll553 DRAWING NUMBER DWG457-9B Bot 12 SAFCO PRODUCTS • Nl;W HCff.. MINNESOTA ,>ocw,<~<.f", BY f',-,Hl i~-J:.'.i:;li'_/'1 c:'.,53 ---t'lJ:;ll:.ltlhillOll'ilil:Jll~l,IS:JNI::-------1-------I -------f'"6ll,JNtull.011,;lll1~''.i11£,,lll------___.. -i --------:'·JJll,1>,Jh~LJll{olldiill1iltl;~ll!....cll[--- 3 3 ELEC ICAL· & LIGHTING FACILITIES SHOWN FOR REFERENCE ONLY FOR 2 AC PAVING ,. w. ------------- SEE GRADING PLANS FOR DETENTION ~SI#----~ \ ' ' \ I I I I I I ONE WAY s> - 1/ I I ~C PAVING \ AC PAVING C PAVING 8"x6" TAPPING SLEEVE & VALVE ~ ' DQMES]Q WATER & FIRE SERVICE GENERAL NOTES: 1. 4-INCH DOMESTIC WATER LINE SHALL BE AWWA C-90D PVC CLASS 150 DR-18 3-INCH & SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC ALL PVC FIRE SERVICE LINES SHALL BE AWWA C-900 CLASS 200 DR-14 2. ALL DOMESTIC WATER & FIRE LINES SHALL BE INSTALLED PER CMWD W2. 4-INCH DOMESTIC WATER LINES SHALL HAVE A NORMAL COVER OF 36" 3-INCH AND SMALLER DOMESTIC WATER LINES SHALL HAVE A NORMAL COVER OF 30" ALL FIRE SERVICE LINES SHALL HAVE A NORMAL COVER OF 4.5' TO 5' 3. FITTINGS -4" & LARGER OR 4" & LARGER LINES 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, COUPLINGS, MISC. FITTINGS, ETC. WHETHER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING WHERE CONNECTING TO EXIST LINES. 6. GATE VALVES SHALL BE INSTALLED PER CMWD SD W-13 & W-16 SANITARY SEWER & STORM DRAIN NOTES: 1. INSTALL ALL SEWER LINES PER COCSD S-5 2. PROVIDE ALL ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 3. INSTALL STORM DRAIN LINES PER SDRSD D-60 4. SANITARY SEWER MANHOLES SHALL BE PER COCSD S-1A REFERENCE ONLY GRAPHIC SCALE 20 j ,j~ I~-I I I ( Ill FEET ) l inch • 20 fl 2 D PERKINS +WILL 617 w. 7ih 81. SIJla120I) Loi Angelot, CA 900!7 t 213270.8-400 t 21.'270.8413 www.perkinswiH.com Carlsbacl High School Stadium Carlsbad Unified School District C 8 A 3557 Lancer Way Carlsbad, CA 92008 FILE NO. F 37-H16 Ac __ ~Ls __ s.s __ DATE Revisions /1\ Resubmitlal 08/26/08 NO. ISSUE DATE Sheet lnfOl'"matlon Date Job Number Drawn Checked Approved 03-14-2008 77104.0QJ JLS GEC MAS T~le DRAINAGE AND UTILITY PLAN PD 08-06 DWG 457-9B SHEET 8 OF 12 Sheet C-5.1 DSA APPROVAL Copyrliht @ 2001 Perklns+'Nld DRAWING NUMBER A.FCO PR□□ucrs • NEW HOPE, MINNESOTA HEDRDER SY PART tlll.lMBEFl 6553 --hlll,1:11)1!ctillW1·11!ll':011llilS .. flli--- 5 DRAWING NUMBER SAFCO PRODUCTS • NE\,\/ HOPE. MINNESOTA RE'.J"!□rn DY f'AITT NUM!3[-FI 8553 ----1·o.:;11:Jlil:LJlllllfl1.lliil111Hlt..111E--- 't-.. STORM DRAIN CONSTRUCTION NOTES: G) 2 1 12" SQ DROP INLET --------I ~ ··-·- 4 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA ilEwRt.::LA l3'1' l"'AR1 NJr,,s:R 55:,3 ---·f·Uli,;ull~lllilf,IJIIT.llll:HISL11ff:--- DRAWING NUMBER SAFCCl PROOUCTS • NEW HOPE. MINNESOTA i"IEC.,~D.ER BY l'/'.J-11 :JUr,11:11:R ,:,553 ---,-.i:,:i·•1l)IIJ.;J/,liJIJ-i1llfliltlilllSc.a--- '\J I i C /', ,0 11"<::y 3 V ----C ---------------- DRAWING NUMBER ~t..l'CO PRODUCTS • ~:JtN HOf3E, MllM'JESOTA AEOflD:P B'I f'ARl NJ!,;,BER G'.it-3 -ru:.;11!11, ~3SE lll :'!illl"l JIii IHlli :_ill,[~- 2 V ----·--,--- DRAWING NUMBER SAK:ElPRODUCTS • :"l.:VV !iCJPE. i,i:TJLJESDTA HtOH.Jlfi Bl' i';lJ-ll :JU;,t8ER 3553 --1·~~1<1.Jli LUI!.. ill-l'IUJf1 ~ llllli ~flE-----,----- -------------G ----- DRAWING NUMBER DWG 457-9B s::.ITD mo::XJCTS it l.J[\IV :-n-:ii::. 1,11!,l:-lESOTA !!lcJfGL.f'; 0, ·',~;{1 •~JJ,~..lC~ c:a5::l --·l'laillltlj•Jlill»c"~.IIIIA1,1•,1l.,Jt,il:--- PERKINS +WILL • - @ 18" SQ PRECAST CONCRETE DROP INLET @ 24" SQ PRECAST CONCRETE DROP INLET 0 TYPE G CATCH BASIN PER 0-8, SHT C-7.1 ® TYPE B CURB INLET PER D-2, SHT C-7.1 " ·/) ----s--------------5------------•c;--· ------------!~ 617 w. 7th 91. 8'Jlo1200 l.olN"Qelot,CA80017 f • © TYPE A-4 STORM DRAIN CLEANOUT PER D-9, SHT C-7.2 (!) 6" SO CLEANOUT PER SPECS @ TYPE F INLET PER 0-7, SHT C-7.1 ® 24"x12" PVC WYE CONNECTION @ 24"x15" PVC WYE CONNECTION @ 15"x12" PVC WYE CONNECTION @ 12" PVC WYE CONNECTION @ INSTALL 6" PVC STORM DRAIN @ 15"x1 o· PVC WYE CONNECTION @ 15"x8" PVC WYE CONNECTION @ 18"x10" PVC WYE CONNECTION @ 15" SD TO BE EXTENDED IN FUTURE PHASE WORK @ 18"x4" WYE CONNECTION @ INSTALL 24" PVC STORM DRAIN @ INSTALL 18" PVC STORM DRAIN {g) INSTALL 15" PVC STORM DRAIN @ INSTALL 12" PVC STORM DRAIN @) INSTALL 10" PVC STORM DRAIN @ INSTALL 8" PVC STORM DRAIN i: 6 INSTALL 4" PVC STORM DRAIN CONNECT NEW STORM DRAIN LINE TO EXISTING BREAK INTO EXIST INLET/JUNCTION STRUCTLRE AND CONNECT 12" PVC W/EPOXY MORTAR @ VOLLEY BALL COURT DRAINS SEE DETAIL M, L2.3 @ INSTALL 36" PVC STORM DRAIN WATER CONSTRUCTION NOTES: @ FIRE HYDRANT PER CMWD W-12 @ IRRIGATION LINE SHO\\N, REFERENCE ONLY SEE LANDSCAPE PLANS 4" GATE VALVE W/BOX 8" GATE VALVE W/BOX 8" CUT-IN TEE CMWD W-22 INSTALL 4" PCV, C-900 DOMESTIC WATER PIV FIRE DEPARTMENT CONNECTION 39 INSTALL 8" PVC, C-900 FIRE SERVICE LINE INSTALL 3" PVC SCH40 DOMESTIC WATER 41 INSTALL 2" PVC SCH40 DOMESTIC WATER 4 © ® @ I 1 @ ® @ CONNECT NEW WATER LINE TO EXIST WATER INSTALL 3" BUILDING WATER INSTALL 6" GATE VALVE W/BOX INSTALL 6" PVC, C-900 FIRE SERVICE LINE CONST CONCRETE THRUST BLOCK PER CMWD W-15, C-7.3 & SIZING CHART THIS SHEET 8" TEE 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 W/3-8" GATE VALVES W/BOXES 8" TEE W/2-8" GATE VALVES W/BOXES 8"x6" TEE W/6" GATE VALVE W/BOX 6" PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER _____ SLEEVE SHALL HAVE NO HORIZ. OR 1. 4-INCH DOMESTIC WATER LINE SHALL BE AWWA C-900 PVC CLASS 150 DR-18 3-INCH & SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC ALL PVC FIRE SERVICE LINES SHALL BE AWWA C-900 CLASS 200 DR-14 2. ALL DOMESTIC WATER & FIRE LINES SHALL BE INSTALLED PER CMWD W2. 4-INCH DOMESTIC WATER LINES SHALL HA VE A NORMAL COVER OF 36" 3-INCH AND SMALLER DOMESTIC WATER LINES SHALL HAVE A NORMAL COVER OF 30" ALL FIRE SERVICE LINES SHALL HA VE A NORMAL COVER OF 4.5' TO 5' 3. FITTINGS -4" & LARGER OR 4" & LARGER LINES 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 111TH 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, COUPLINGS, MISC. FITTINGS, ETC. WHETHER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING WHERE CONNECTING TO EXIST LINES. 6. GATE VALVES SHALL BE INSTALLED PER CMWD SD W-13 & W-16 @ VERTICAL DEFLECTIONS. 8"x6" REDUCER SANITARY SEWER & STORM DRAIN NOTES: ® @) ® @) @ @) @ 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) 15" PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER ______ . SLEEVE SHALL HA VE NO HORIZ. OR VERTICAL DEFLECTIONS. 2" BACK FLOW PREVENTER PER CMWD W-20 WITH STEEL CAGE ENCLOSURE & LOCK. SEE SPECIAL NOTE 1 SEWER CONSTRUCTION NOTES: ® 4FT SEWER MANHOLE PER COCSD S-1 A @) INSTALL 8" PVC (SDR-35) SANITARY SEWER ® INSTALL 6" PVC (SDR-35) SANITARY SEWER ® CONNECT NEW SANITARY SEWER TO EXIST SEWER @jl INSTALL 6" BUILDING SEWER @ SEWER CLEANOUT PER COCSD S-6 @ INSTALL 4" PVC (SDR-35) S.S. GAS CONSTRUCTION NOTES: ; ® INSTALL 3" GAS INSTALL GAS SHUT-OFF VALVE (SOV) W/BOX VALVE SIZE TO MATCH LINE SIZE INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED CONNECT NEW GAS LINE TO EXIST GAS GENERAL/ALL UTILITIES NOTE: ' ® PLUG OR CAP UTILITY 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 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. .\. CONTRACTOR ii) POfHOLE 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 DRAWINGS FOR BUILDING Poe's 5 1. INSTALL ALL SEWER LINES PER COCSD S-5 2. PROVIDE ALL ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 3. INSTALL STORM DRAIN LINES PER SDRSD 0-60 4. SANITARY SEWER MANHOLES SHALL BE PER COCSD S-1A SPECIAL NOTES: 1. EXIST FIRE SERVICE FACILITIES TO BE TAKEN OUT OF SERVICES AT THE TIME NEW FIRE SERVICE LINE (W/ACTIVE SERVICE) IS CONNECTED TO EXIST BLDG FS LINE. ABBREVIATIONS: COCSD: CMWD: SDRSD: CITY OF CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS LEGEND: C> 4 \'~ "\ I ' ·.·· / THRUST BLOCK SPOT ELEVATION NEW BUILDING I I /.' I CONCRETE WALKWAY ASPHALT PAVING -(:_, I I I I <""r-i // I I I 11 I I I ' I I jSOIL TYPE 11,500 PSF PER SOILS REPORT! I WATER MAIN PRESSURE (P.S.l.)j 225 J THRUST BLOCK SPECIFICATIONS AND DIMENSIONS AREA l£ES AND THRUST AREA OF FITTING (INA2) PLUGS FORCE (LB) THRUST BLOCK (INJ A (f11 B lfTJ 6 28.3 3.6 1.8 6361.7 6.4 8 50.3 4.8 2.4 113D9.7 11.3 ASSUMPTIONS @-----------·-. ---- I THRUST BLOCK DIMENSIONS I ,...--l.6J 90' BENDS THRUST AREA 0 45• BENDS THRUST AREA 22.s· THRUST AREA OF (FT) FORCE THRUST AND "Y"'S FORCE OF BENDS (FT) FORl\E THRUST (LB) BLOCK (FT) (LB) THRUST (LB BLOCK A (FlJ B ltl A lfTJ B lF A (Fl B (FIJ 4.2 2.1 8996.8 9.0 3.1 1.6 4869.1 4.9 2.2 1.1 2482.2 2.5 5.7 2.8 15994.4 16.D 4,2 2.1 8656.1 8.7 3.0 1.5 4412.8 4.4 1. A SAFETY FACTOR OF 1.5 HAS BEEN APPLIED TO EACH THRUST DIMENSION TO PROl£CT AGAINST SURCHARGE AND SPIKES IN PRESSURE. 2. BEYOND TRENCH WIDTHS OF 8 FEET, EQUIVALENT VOLUMES OF CONCREl£ (CY) IS SPECIFIED TO OVERCOME THE THRUST FORCE (LB). NOTE: 1. THESE DETAILS IN NO WAY LIMIT THE LOCATION OR SIZE OF ADDITIONAL BLOCKING WHEN WARRANTED BY THE CITY ENGINEER. 2. DEPTH FROM GROUND SURFACE TO TOP OF BLOCKING SHALL BE GREATER THEN HEIGHT OF BLOCKING. 3. ALL FITTINCS, VAL\11:S. ETC. SHALL BE WRAPPED WITH VISOUEEN OR POL~AP BEFORE CONCRETE IS PLACED, TO PRE\11:NT CORROSION OR BONDING OF THE CONCRETE TO THE BOLTS, FITTINGS, OR PIPE. 4. ~DTH OF THE THRUST BLOCK SHOULD BE AT LEAST TWO TIMES THE HEIGHT OF THE THRUST BLOCK. 5. CUBIC YARDS OF CONCRETE IS SPECIFIED TO OPPOSE THE THRUST FORCE WHEN DIMENSION "A" EXCEEDS 8 FEET . 6. ALTHOUGH THE BEARING STRENGTHS USED IN THIS CALCULATOR HAVE BEEN USED SUCCESSFULLY IN THE DESIGN OF THRUST BLOCKS AND ARE CONSIDERED TO BE CONSERVATIVE, THEIR ACCURACY IS TOTALLY DEPENDANT ON ACCURAl£ SOIL IDENTIFICATION AND EVALUATION. THE ULTIMAl£ RESPONSIBILITY FOR SELECTING THE PROPER BEARING STRENGTH OF A PARTICULAR SOIL TYPE RESTS ~TH THE DESIGN ENGINEER. THRUST BLOCK SIZING: 3 ===='-"-----=========== < I I I I t0 I I I I I I ..--• I.[) wl zO -------------'-~;-'..-. -t-----,/-#,~--,•/'._~·~· -----,.--• I I I FOR 2 ' .1 REFERENCE ONLY .. I I GRAPHIC SCALE 0 ,. ( IN FEET ) 1 inch • 20 fl 20 D ~ 2ll.270MOO ~ 2ll.270.8410 www.perkinswill.com Carlsbad High School Stadium Carlsbad Unified School District C B A 3557 Lancer Way Carlsbad, CA 92008 FILE ND. F 37-H16 IDENTIFICATION STAMP 8/¥ic~Fof;EiJtA1rio~R£fjl~E&\ I 04 _ 109076 I AC __ Fl.S __ s~ DATE Revisions /1\ Resubmitlal 08/26/DB NO. ISSUE OAl! Sheet Information Date 03-14-2006 Job Number 77104.00J Drawn JLS Checked GEC Approved MAS Trtle DRAINAGE AND UTILITY PLAN PD 08-06 DWG 457-98 SHEET 9 OF 12 Sheet C-5.2 DSA APPROVAL Copyrlght ~ 20D1 Perkln&+WIII r DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER ~AFCO PRODUCTS • NEW HOPE, MINNESOTA AEOADCR BY PART NUM~ER 1?!?53 SAFCO PRODUCTS • NEW HOPE. MINNESOTA OO\Oni::<:1 <>'c r,_,,cyc •1! IM.~Cl ,a<;";'.l SAFCO PRODUCTS • t,EIN HOPE, MINNESOTA A~OAr:E:I 8\' P.:.llT h.11 ll..il09::I = SAFCO PRODUCTS • NEW HOPE. MINNESOTA REOBDEQ .B¥ PJI.Ql" !>.ll..lMBEQ 6553 SAfCO PRDIJUCTS • NEW HCl'E, MINNESOTA =,.., .na.a:r ,.....u...,.c:u;;n .,,. .. .,. SAFOJ PRODUCTS • NEW 1-t□PE, MINf\ES□TA ~ BY J>.:.RT J\IUMBE.B fili!S" 0 [ ( f 5 4 3 2 STORM DRAIN CONSTRUCTION NOTES; MATCH LINE 2 18" SQ PRECAST CONCRETE DROP INLET 3 24° SQ PRECAST CONCRETE DROP INLET SEE SHEET C-5.4 1 12" SQ DROP INLET • ;: :~~:::~~:: ~=~:;;~~,. ,~i~~'i-------~-~E1~~----_-;:----~-:~:=-----._-: -~ ~~--~-;;_:::;~_:_'~•~;;.;;;;u;:· )'.;~~~~::"',~ ---~----" ----5-Aft 4 -~~-~(• .Jm ~~ ... .r_~-m Ill -~r~,~-~ • / --------rrd . 0 -1·,s,JuCu ~ 4 ..,,~ -'.~ l, ---\ "" r61 /~--C /'-:i]i:: ___ ~----·-. ' 7 6" SD CLEANOUT PER SPECS ~---~;>-,--.---"'1-.. -. T::c~ ---. -""::;--SQ---_ ,-"-_ · ' -" --' -.;-r->-"' 8 TYPE f INLET PER D-7, SHT C-7,1 -=-=--r --5 8" PVC = d : -§ ', ---14,n:,~~-==-~-1 . -~ J's~, ~ E Si<V ---~ !1=11--~---'-'-c...__ I ~--I --0-- ® 24"x12" PVC WYE CONNECTION ----4"['-f " - @) @ 15"x12• PVC WYE CONNECTION __ , __ /7':c: '-'--'I . 1 ', ' 1 , "/~-r-, 3,80 .m-+---,---!SI I j POC '-I :~T:~~ ~;~~~::o;RNN /;o 1~-;_,,_-_ / /E 0 c-,_; ; ,? \. ,_.11<,-_,,,,:-~-~-"rr"'j~/!'ci-1~1,..)t{~':!-si~5~[LlJ;f-/ 25 64 D1 TA/Cc1,~H 8 '-! t..l\ I I . I .____, ,, ~ ,t0 I ~ ~ 15"x10" PVC WYE CONNECTION / ! x-F\lR .. ~ 3 8" Pyc~-u V __ li!_'=_=_='-_==jl=jr;:i-r;:,~ @ 15"x8" PVC WYE CONNECTION ~ / , -,. ~LJ. ________ +----------------...,.:t;:;;.;J ( '-_ 2 _ ~ ✓C __ )--_ ... --le - @ 18"x10" PVC WYE CONNECTION / 11/ ----~~~ ---- l«l\ 1 15" PVC SI @, 15• sD To BE EXTENDED IN FUTURE PHASE woR~' I-A:3ANDONED // , 1 sa--... \-----0 T ---4-::r==~""1~°""'=,,..,=.0==-~"""~=~r-=="",ol=-iP'==="'{"l!-D; ::"~;~=4-r_50 sl=!~~=ir<l~~.,r:~-1--tt--,..;;;~ @) 18"•+• WYE CONNECTION / ~., VCcC SEWC:R (~; ,1 ~ 189,70 _ 161! ,..-----SE£L-2._l---+---'-~~ @ INSTALL 24" PVC STORM DRAIN CB r\":;-----=------==-=--"-+----------,i.--------,1 @ INSTALL 18" PVC STORM DRAIN / / ~ )( @ INSTALL 15" PVC STORM DRAIN EXIST RO ~ ~-----+------7 A-2 INSTALL 12· PVC STOR" DRAIN DRAI ,,,, D '-t:;!/ M (C) G'r'MNPSIUM I ~ ,' ~ INSTALL 10" PVC STORM DRAIN 0 ' , @ INSTALL a• PVC STORM DRNN /' D .A TEL II 2~ INSTALL 4° PVC STORM DRNN CONNECT NEW STORM DRAIN LINE TO EXISTING BREAK INTO EXIST INLET/JUNCTION STRUCTURE AND Sft'.CvRITY. !. rv'K CONNECT 12" PVC W/EPOXY MORTAR Lv,, @ 0 VOLLEY BALL COURT DRAINS SEE DETAIL M, L2,3 @ INSTALL 36" PVC STORM DRAIN / WAIEB CONSTRUCTION NOTES: / @ FIRE HYDRANT PER CMWD W-12 / @) IRRIGATION LINE SHOWN, REFERENCE ONLY SEE ~ '3s.h;;!!!I!?' 3 LANDSCAPE PLANS . / 1 \_ ' 4" GA TE VALVE W/BOX Ci, / \ 3 8" GATE VALVE W/BOX ~ ,, 4 8" CUT-IN TEE CMWD W-22 INSTALL +• PCV, C-900 DOMESTIC WATER PIV FIRE DEPARTMENT CONNECTION INSTALL B" 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 INSTALL 3" BUILDING WATER ' 27 EXIST ROOF DRAIN 4 INSTALL 6" GATE VALVE W/BOX 4 INSTALL 6" PVC, C-900 FIRE SERVICE LINE 46 CONST CONCRETE lrlRUST BLOCK PER CMWD W-15, C-7,3 &: SIZING CHART lrllS SHEET soi" LIMITS Of WOR✓ TYPICAL 5 (3 ® @) ® ® @) @ 8" TEE 4• TEE W/3-4" GATE VALVES W/BOXES 4• TEE W/4" GATE VALVE W/BOX I 4• TEE W/2-4° GATE VALVE W/BOX ~ • pr;"' If;, T /SOU D LID 8" TEE W/3-8" GATE VALVES W/BOXES -/";;);,,,;,h ' ~'°~" ~ ,,.,., . --°"', ' -.,· R E N C I-! U R A \ 8" TEE W/2-8" GATE VALVES W/BOXES "" • . , 8"x6" TEE W/6" GATE VALVE W/BDX ~ ~ DOMESTIC WATER & FlRE SERVJCE GENERAL NOTES: 6" PVC SLEEVE (SDR-35) LENGlrl AS INDICATED ~~ 1. 4-INCH DOMESTIC WATER LINE SHALL BE AWWA C-900 PVC CLASS 150 PER -----SLEEVE SHALL HAVE NO HORIZ. o"="~~' o\ DR-18 VERTICAL DEFLECTIONS, p, S ~ 1.;: : 0 1 3-INCH &: SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC 8"xs· REDUCER \ ' 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) 15" PVC SLEEVE (SDR-35) LENGTH AS INDICATED PER ·---SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. 2" BACK FLOW PREVENTER PER CMWD W-20 WITH STEEL CAGE ENCLOSURE &: LOCK. n ALL PVC FIRE SERVICE LINES SHALL BE AWWA C-900 CLASS 200 DR-14 2, ALL DOMESTIC WATER &: FIRE LINES SHALL BE INSTALLED PER CMWD 1/12. 4-INCH DOMESTIC WATER LINES SHALL HA VE A NORMAL COVER Of 36" 3-INCH AND SMALLER DOMESTIC WATER LINES SHALL HA VE A NORMAL COVER Of 30" ALL FIRE SERVICE LINES SHALL HA VE A NORMAL COVER OF 4,5' TO 5' 1 Ni 3, FITTINGS -4° &: LARGER OR 4" &: LARGER LINES ALL GATE VALVES SHALL BE FLANGED TO FITTINGS INSTALL CLEANOU 53 \ \ \ / I I I I I / 0 )( "PVC 3 195,90 T 191,00 IE )( - E " A_~ -I L, LINES IN Fl @) l "'""''-""-)~ .... ~\.~6..:::;;..;;;.~-ti e e e o1 f'IO....., .... .._...,_ . ... 'O 'O ~ 0 ' " D.C.// SEt 61 0 a o a o o o o o e O O O O O O O O O O 4Q ---.... O O O O O O O O 0 Q._0__,9_Q _Q,_ Q_ --~.J::::::-•c1=cJ:=~~-~IM=~E911 Ef ~11,".r ~ __ 2::::==:-¼ ;'---0---, 111" PI/C r --:,-----:,r 19§,6 TG. 193.5 IE rli1 11--ELECTRICAL SERVICE YARD 47 y___}I SEE DRAWING E-1,4 □ ,',CL Tl\o( 2ro1--~ I ,JNKN8WI / ___ _ ' -SGf---------·--1 -E / ___ _ -~ ----------,. \ -C: J,!10,..,,....,,,,:. '~- \ I I \ \ rz-. tj 0 --- \ \ \ \ -\- \ ~--f @ SEE SPECIAL NOTE 1 SEWER CONSTRUCTION NOTES; @ ® 4FT SEWER MANHOLE PER COCSD S-1 A INSTALL a• PVC (SDR-35) SANITARY SEWER ,~ vl ==3 t~ ~ ~~ ALL GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC,) ALL FITTINGS SHALL BE CONNECTED WITH FLANGED CONNECTIONS AT MULTIPLE FITTING LOCATIONS ·---~ " --t ~ .,,_,, ~~""'~ '~~' f I (§) INSTALL 6" PVC (SDR-35) SANITARY SEWER {§) CONNECT NEW SANITARY SEWER TO EXIST SEWER @) INSTALL 5• BUILDING SEWER I j ?l 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. WHElrlER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING WHERE CONNECTING TO EXIST LINES. @ SEWER CLEANOUT PER COCSD S-6 @ INSTALL 4• PVC (SDR-35) S,S. GAS CONSTRUCTION NOTES; 'f, I 4TORAGt / \ ELEC7 6. GATE VALVES SHALL BE INSTALLED PER CMWD SD W-13 &: W-16 _A! i\iUBS~A 7 I INSTALL 3" GAS INSTALL GAS SHUT-Off VALVE (SOY) W/BOX VALVE SIZE TO MATCH LINE SIZE I @l INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED 'c,_ I~ SJESTI\TIC .,J,,;_:::.~' 1----------·-, SANITARY SEWER & STORM DRAIN NOTES: @) CONNECT NEW GAS LINE TO EXIST GAS GENERAL/ALL UTILITIES NOTE: ' @ PLUG OR CAP UTILITY NOTE; 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 lHE PUBLIC STREET AND PAY ALL CITY FEES. 6, REFER TO PLUMBING DRAWINGS FOR BUILDING POC'S 1. INSTALL ALL SEWER LINES PER COCSD S-5 2. PROVIDE ALL ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 3. INSTALL STORM DRAIN LINES PER SDRSD D-60 4. SANITARY SEWER MANHOLES SHALL BE PER COCSD S-1A SPECIAL NOTES: 1. EXIST FIRE SERVICE FACILITIES TO BE TAKEN OUT Of SERVICES AT THE TIME NEW FIRE SERVICE LINE (W/ACTIVE SERVICE) IS CONNECTED TO EXIST BLDG FS LINE. ABBREVIATIONS: COCSD: CMWO: SDRSD: CITY Of CARSLBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO REGIONAL STANDARD DRAWINGS LEGEND; [> lriRUST BLOCK .~¥ 7 SPOT ELEVATION ._ __ __,! NEW BUILDING CONCRETE WALKWAY ASPHALT PAVING FOR REFERENCE ONLY JliRUST BLOCK SIZING: ········------ 5 c----------H1-~ ++--! ---, .J t@ecT eill1Nel@ I @1Lffee, ~~~;,. ~._;,w;r mMt ll@R liiMENSIONS • ] I IN AY IT WARRANlcD SY Tl£ CITY ENGINEER, 2,8 8,4 11,3 17,7 25,4 34,8 45, 573 4,0 9,0 160 25,0 , 1 3,1 4,2 S,i , DEPTH FROM GROUND SURFACE TOT OP Of BLOCKING SHAU. BE GREATER THAN HEIGHT OF BLOCKING 3, ALL FITTINGS. VALVES, ETC, SHALL BE WFII\PPEO WITH VISOUEEN OR POL YWRAP BEFORE CONCAETE IS B ARE OF THRUS 2,2 4.9 8,7 ,5 19,5 26,5 ,0 43, 64.1 n f'L'.CED, TO PREVENT COAftOSION OR BOl<DING OF THE CONCRETE TO THE 80L TS FITTINGS OR PIPE 4, WIOTHOFTHETHRUST BLOCK SHOtA.DBEATLEASTlWO TIMESlHE HEIGHTOFM THRUST BLOCK., 5. CUBIC VAROS Of CONCRElla IS SPECIr1EO TO OPPOSE lHE THRUST FORCE WHBII DIMENSION "A' EXCEEDS 8 F€ET 8, ALTHOUGH THE BEARING STRENC.THS USED IN THIS CALCULATOR HAVE BEEN lJSED SUCCESSFULLY IN TI<E DESIG"1 OF THRUST BLOCKS AND ARE CONSIOEl11:D TO BE CONSERVATIVE, THEIR ACCURACY IS TOTALLY DEPENDANT ON ACCURATE SOIL IDENTIFICATION AND I <:VALUATION, THE UL TIW.TE RESPONSIBIUTY FOR SELECTING THE PROPER BEARING STRENGTH OF II rARTICULAR SOIL TYPE RESTS WITH TiiE DESIGN ENGINEER TI<RUST BLOCK .. /\ \ v> / '( GRAPHIC SCALE • , . ,. ( DI FEET ) 1 Inch • 2D 11. D DRAWING NUMBER DWG 457-9B 1 SAFCCI PRODUCTS • NEW HOPE, MINl'£SOTA =mi,R 8¥ P~ NUMBER 65531 PERKINS +WILL 917W, 711 Bl --1.oo~CAaow t21:WQJ40) J2ti1QM) wwo,perklnswlR,com Carlsbad High School Stadium Carlsbad Unified School District C B A 3557 Lancer Way Carlabe.cl, CA 92008 FILE NO. f 37-H16 Ac __ fl.s __ s.s.,_ __ 1 DATE Revlelonl /1' Resubmittal 08/26/0B NO, ISSUE DATE Sheet Wormatlon Dale 03-14-2008 Job Numbor 77104_003 Drawn JLS Checked GEC ----------" Approved IAAS TIiie DRAINAGE AND UTILITY PLAN PD 08-06 DWG 457-98 SHEET 10 OF 12 Sh6el C-5.3 DSA APPROVAL Copyrfght C 2001 P•rklna+WIII DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SlJ:D'.lP.R'.Il...JCTS. , NElN .H:lPE. MINNESOIA ~ PRODUCTS • NEW HOf'!. MINNESOTA r----r----r----r----r----4 DRAWING NUMBER SAFCO PAoou:::TS • NEW HOPE, MINNESOTA 3 DRAWING NUMBER SAFCO PAOIJLCTS • NEW HOPE, MINNESOTA AECRCFR 13Y..P.tJilf .JIUMBEB 6552. 2 DRAWING NUMBER SAR)J PAOOUCTS • NEW HOPE, MINNESOTA FEOACER BY' f'ART NLJMBER 655~ SIORM DRAIN CQNSTRUCTION NOTES: CD 12· SQ PRE-CAST CONCRETE DROP INLET SEE DETAIL 1, C-7,2 --~L:::>r'-r'-~r' - 0 C B " ~ f I ~ ~ ~ • I ' u 0 ~ " ~ ~ ~ u C " " i ~ ~ u ; ~ y ; , ~ I , A ~ ~ ~ , • • • , ~ , ~ • I ' 8 '; • • ! of i @ TYPE A-4 STORM DRAIN CLEANOUT PER D-9, SHT C-7.2 INSTALL 6" PVC STORM DRAIN INSTALL 18" PVC STORM DRAIN J0l( INSTALL 15" PVC STORM DRAIN OU ) @ INSTALL a• PVC STORM DRAIN / ,/( I @ INSTALL 36" PVC STORM DRAIN ~-I----' @ TYPE A5 STORM DRAIN CLEANOUT PER 0-9, SHT C-7.1 @ INSTALL 36" RCP STORM DRAIN ®,~- @ TYPE A5 STORM DRAIN CLEANOUT PER D-9, SHT C-;J. @ INSTALL PIPE COLLAR PER 0-62 / ,.- WATER CONSTRUCTION NOTES: ®sM?c'-:c-H~~ @ INSTALL J" PVC SCH40 DOMESTIC WATER @ INSTALL 2• PVC SCH40 DOMESTIC WATER @ 4" TEE W/J-4" GATE VALVES W/BOXES @ PLUG OR CAP UTILITY @) 2" HOSE BIBB -CONSTRUCT SIMILAR TO DETAIL; SHT CSK-7.1. USE SCH 80 2" PVC PIPING. SUBM!t DETAILS OF ASSEMBLY FOR REVIEW. t 0 (/1 u Cl > (L ' / (/1 /. ./-✓_.,______,, /i/-'l--!Jl.>--1 / -1 11--41+--+=--__j_ GRAPHIC SCALE .. . " .. -- -• -- --( DI FEli'l' ) I Inch • 20 ft. -/ _/ FA COMM [ :$1 0, COMM __ ,_ (/1 3_5'x5.5' :$1 ~ [ - ~ c., (/1 \I A- [ ., < L,_ 3" IR IGATION -- X --ro X "' 171. ,,.------- CA4TION ELECT UNDERGROUND .. - --'--Jr-+-EXISTING___elftTABLES (J) INS'l'ALLED WRING INTERIM ,.,--rHOUSIMG__,P~ASE LIMIT OF EXCAVATI 1'11'1---__ _J SEE TREATMENT FACILITY PROF! SHEEL1,,:-=.L.iLJ I I I I I I I I la I I I I I I ABANDON EXIST 18" P 1e-,-,~•~ 1 VERIFY THERE ARE NO A TIVE CONNECTIONS IN SECTI N TO ~ ABANDONED. -fITTl__--~-~===~sdll tONNECT To EXIST I a (J) PLUG EXIS 1 • SD. BUILDING 3000 SEE DRAWING C-5.1 FOR: 2• WATER 2" PVC ...i.-,...-, V RIMS, APS LIDS WITHIN THIS AREA HALL BE SET TO GRADE. SEE N TE 7. REMOVE EXl!:JT 4• PVC & R~PLAC WITH 18" PVC . I I LIMITS Of WORK/I TYPICAL I -DOMESTIC WATER & FIRE SERVICE GENERAL NOTES -SANITARY SEWER& STORM DRAIN GENERAL NOTES -GAS GENERAL NOTES -SPECIAL NOTES 5l \ w TE SERVICE 1 1 /2" < L,_ ' NOTES: -i ;;' rt_-;. 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING :,~~===~'~ffl1<fJr~~~ _c=J_-;rc:_---;~~~-+:i:----7-v--.:;f~~c:~~~: UTILITIES PRIOR ro coNsTRucTION OR ORDERING:;:: lt!;~~++--1--n-r-----J67i~~~~-t~(~~0 7 ... MATERIALS. NOTIFY ARCHITECT OF ANY --=-;=tt,..:~;:C!-~~f-;i;, --I - DISCREPANCY. E 1 -" 2. CONTRACTOR TO ADJUST ALL EXISTING GA TE < 0 VALVES, CLEANOUTS, MANHOLES ANO OTHER '0 "-SCO _ -+--""S=DMJa-~------ so I I I I I I I I I r I APPURTENANCES TO GRADE. J. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' AND PROVIDE UNINTERRUPTED SERVICE THROUGHOUT ?l'--+-...-lRRIGATION WATER SERVICE WATE .-, .-," wAT,P IA,T,r~c; 'T' I ELECT]l,,__--+---:::::::-~---++---'--'-.,...,,__,W~ilt:-'__,'--".._,_,'-✓-_,,....,__,...,......,,...,-_,~_./"_.,,..........,,...,__, ...,-__,~,.A..._;&/.~, 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 DRAWINGS FOR BUILDING POC'S 7. PRIOR TO UTILITY STRUCTURE EXCAVATION, CONTRACTOR SHALL TIE-OUT, VIA SURVEY, EXISTING GRADE OR SURF ACE ELEV A TION AT LOCATION Of RIM OR LID OF NEW STRUCTURE. CONTRACTOR SHALL SET RIM OR LID aEVA TION TO EXISTING GRADE WHERE APPLICABLE. ABBREVIATIONS; LEGEND: ~ ... · __,, COCSD: CITY OF CARSLBAD STANDARD DRAWINGS [> .__,, CMWD: CARLSBAD MUNICIPAL WATER DISTRICT - SDRSD: SAN DIEGO REGIONAL STANDARD ORA WINGS THRUST BLOCK T.O.P.: TOP OF PIPE T't'PE DESCRIPTION OWNERSHIP MAINTENANCE QUANTITY MAINTENANCE ,,..,_ft/ AGREEMENT FREQUENCY 4 ,lY SPOT ELEVATION MEDIA FILTER OElENTION/lREATMENT / 1 EA 0 FACILITY D FILlER C.U.S.D. N A 9,700 tt• ,__ _ ___.I NEW BUILDING ~ CONCRETE WALKWAY I ASPHALT PA YING VEGETATED SWALE VEGETATED SWALE c.u.s.o. SUSMP PROJECT PRIORITY -~P~R=IO=R=ITY~_ 3 N/A L=200 ft I I I I I I I I I t 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 I ,a, I • I I "' SEE llrAIL 'B' PLAN -.,W. SHEET I I :....---- T :-----I ~ L----------\-.1 ALL f ACILITI (MANHOLES/LIDS, CLEANOUTS, ETC.) TO BE BURIED WITHIN THIS tREA I I I I I I I I ~ + I I I l I I I I r 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 7 EXIST 8" SEWER 181.2 IE I -1-I I I I I I I I I VARSITY SOFTBALL VIEW, SHEET C-7.8 Ii RIMS, CAPS & LIDS WITHIN OUTFIE FENCING SHALL BE sElr BELOW G ADE I PER DETAILS ON C-7.5 AND cs 7.6 I&> ' ,,, .. --c....,----- , " I ·-----· SEE NOTE 7 _ ,, D ELECTRICAL & LIGHTING FACILITIES SHOWN FOR REFERENCE ONLY SEE SPEQAL NOlE 4 SHEET C-5.1 \ ~ !EXISTING /EXISTING I FENCE IRR. LINE 6' ~ TOP Of • SECTION A-A PERMANENT BMP-VEGETAlEO SWALE NOT TO SCALE -r=r , ____ DEMO NOTES (THIS SHEET ONLY}: ,,-- m EXIST STORM DRAIN SYSTEM SHALL REMAIN IN SERVICE UNTIL NEW SYSTEM IS BROUGHT INTO SERVICE 11) REMOVE & REPLACE EXIST STORM DRAIN MANHOLE. SEE DEMO NOTE 1 • PROVIDE BYPASS LINES IF REQUIRED. @) MODIFY EXIST SD MANHOLE : -PLUG EXIST 18" OUTLET AT MANHOLE -REMOOa FLOOR W/GROUT TO REVERSE FLOW (CHANGE OUTLET LOCATION) IN MANHOLE. -GROUT IN PLACE 15" SD AT LOCATION OF EXIST 18" INLET I}) REMOVE EXIST 8" PVC SEWER @J R MO~ 1ST 2" PVC Sl RM RA1u.----, NOTE: DETENllON/TREATMEN FACILITY El<ACT LOCA 110N, EXTENT AN CONSTRUC_ll DETAILS TO BE APPRtO\/lcO BY QTY TO CONSTRUCTION. RCE __ _ EXP, __ _ REVIE\t'ED BY1 INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: DATE DATE CHS MODERNIZATION -STADIUM PHASE TITLE SHEET APPROVED: D~A. IP-USER ,/., , t---t---+-----------~-1f--+--+--+--I ,c...., ?~.Jr-?? .... i=-~~~~h~~~t~i:!~~[!t!I~~~~~EJ~~1r~~~~~c:::jt:::i:::jc:r:cr--h:,-.--1 DEPUTY aTY ENGINEEREJ3081 EXPIRES e 30 10 CATE' ln7/09/09 MS RE\>ISE SHT-1REA1MENT FACILITY RE\IISIONS OAlE INITIAL OAlE INITIAL ~4,!<:>!"',--t OWN BY: --PROJECT NO. I DRAWING NO. ~GIN£ER or WORK REVISION DESCRIPTION 1-0-'-THER-M'~PRO-"'-V""AL'-l-"-'Clc..;c...TYM'-'-P_;:.;RO;.;.:VAL=-i ~~ ~~;--• PD 08-08 _ 4e7-98 2 D DRAWING NUMBER OWG 467-9B 11of 14 SAfCO PRODUCTS • NEW HCPE, MINNESOTA PERKINS +WILL 1117 w; 71181. Ul1IOO Lct~CA800!7 •2!W08400 .21WQ84111 www.perldnswlll.com Carlsbad High School Stadium Carlsbad Unified School District C B A 1-;l!fl, 3857LancerWay Carfabad,CA92008 04 -109078 Ac. _ ___.fls--ss~- DATE le FCOf5 ot/23/00 fl FC0#1 05/14/00 /1 BID M>DENOOM ,. 01/00/00 /,' Resubmittal 08/26/08 NO. ISSUE DATE Sheet Information Dalo 03-14-2008 Job Number 77104,00J Drawn JLS Checked GEC Approved MAS DRAINAGE AND UTILITY PLAN PD 08-06 DWG 457-9B SHEET 11 0 C-5.4 Copyrlght @ 2001 Pll'tdn1+WIII DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER >AFCO PROOUCTS • NEW HOPE, MINNESOTA R.sQR_~ BY PAITT NLJMBEfl 6553 SAFCO PRODUCTS • NEW HOPE, MINNESOTA ~-----------SARXI PRODUCTS ~ NEW Hru:E .. Mll'Jh.lESOT4. 0 [ • 5 STORM DRAIN CONSTRUCTION NOTES; 12• SQ DROP INLET 18" SQ PRECAST CONCRETE DROP INLET 24' SQ PRECAST CONCRETE DROP INLET 4 TYPE G CATCH BASIN PER 0-8, SHT C-7.1 5 TYPE B CURB INLET PER D-2, SHT C-7.1 6 TYPE A-4 STORM DRAIN CLEANOUT PER D-9, SHT C-7.2 7 6' SD CLEANOUT PER SPECS @ TYPE F INLET PER D-7, SHT C-7.1 @ 24"x12" PVC WYE CONNECTION 24"x15" PVC WYE CONNECTION 15"x12• PVC WYE CONNECTION 12° PVC WYE CONNECTION @ INSTALL 5• PVC STORM DRAIN @ 15"x10" PVC WYE CONNECTION @ 15"xe· PVC WYE CONNECTION @ 18"x10" PVC WYE CONNECTION @) 15" SO TO BE EXTENDED IN FUTURE PHASE WORK @_) 2 9 18"•+• WYE CONNECTION @ INSTALL 24" PVC STORM DRAIN @ INSTALL 18" PVC STORM DRAIN @ INSTALL 15" PVC STORM DRAIN @ INSTALL 12' PVC STORM DRAIN @_3) INSTALL 10' PVC STORM DRAIN @ INSTALL a• PVC STORM DRAIN 2~ INSTALL 4• PVC STORM DRAIN CONNECT NEW STORM DRAIN LINE TO EXISTING BREAK INTO EXIST INLET/JUNCTION STRUCTURE AND CONNECT 12" PVC W/EPOX'f MORTAR @ 0 VOLLEY BALL COURT DRAINS SEE DETAIL M, L2.J @ INSTALL 36" PVC STORM DRAIN WATER CONSTRUCTION NOTES; @ FIRE HYDRANT PER CMWD W-12 @) IRRIGATION LINE SHOWN, REFERENCE ONLY SEE LANDSCAPE PLANS 4" GATE VALVE W/BOX 8" GATE VALVE W/BOX 8' CUT-IN TEE 3 CMWD W-22 INSTALL 4' PCV, C-900 DOMESTIC WATER 3 FIRE DEPARTMENT CONNECTION 39 INSTALL a• 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 4 INSTALL 3• BUILDING WATER 4 INSTALL 6' GATE VALVE W/BOX 4 INSTALL 6" PVC, C-900 FIRE SERVICE LINE 46 CONST CONCRETE THRUST BLOCK PER CMWD W-15, C-7.J & SIZING CHART THIS SHEET ® a• TEE @ 4• TEE W/J-4' GATE VALVES W/BOXES @) 4• TEE W/4" GATE VALVE W/BOX 4• TEE W/2-4' GATE VALVE W/BOX a• TEE W/J-8" GATE VALVES W/BOXES 8' TEE W/2-8' GATE VALVES W/BOXES 5 s·xe· TEE W/6" GA TE VALVE W/BOX @!) s• PVC SLEEVE (SDR-35) LENGlH AS INDICATED PER ~-..,,~ SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. @ s·xe· REDUCER @) 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) @ 9D" BEND/FITTING (FITTING SIZE TO MATCH LINE SIZE) @ 15' PVC SLEEVE (SDR-35) LENGlH AS INDICA TEO PER ~-..,,-SLEEVE SHALL HAVE NO HORIZ. OR VERTICAL DEFLECTIONS. @ 2' BACK FLOW PREVENTER PER CMWD W-20 WllH STEEL CAGE ENCLOSURE & LOCK. @ SEE SPECIAL NOTE 1 SEWER CONSTRUCTION NOTES: ® <WT SEWER MANHOLE PER COCSD S-1A @) INSTALL a• PVC (SDR-35) SANITARY SEWER {§) INSTALL 6' PVC (SOR-35) SANITARY SEWER @) CONNECT NEW SANITARY SEWER TO EXIST SEWER e INSTALL 6' BUILDING SEWER ® SEWER CLEANOUT PER COCSD S-6 @) INSTALL 4• PVC (SDR-35) S.S. GAS CONSTRUCTION NOTES; @ INSTALL 3• GAS @) INSTALL GAS SHUT-OFF VALVE (SOV) W/BOX VALVE SIZE TO MATCH LINE SIZE (§) INSTALL GAS SERVICE (BUILDING), SIZE AS INDICATED ® CONNECT NEW GAS LINE TO EXIST GAS GENERAL/ALL UTILITIES NOTE: @ PLUG OR CAP UTILITY NOTE; 1. CON1RACTOR TO POlHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONS1RUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT Of ANY DISCREPANCY. 2. CON1RACTOR TO ADJUST ALL EXISTING GA TE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE. J. ALL UTILITIES NOT SPEClflCALL Y OESIGNA TED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' AND PRO'vlDE UNINTERRUPTED SERVICE THROUGHOUT CONS1RUCTION. 4. CONTRACTOR TO POlHOLE 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 'MTHIN THE PUBLIC STREET AND PAY ALL CITY FEES. 6. REFER TO PLUMBING ORA WINGS FOR BUILDING POC'S 5 - 0 4 '7 C" ,)\) ' ' Ii i ~. I ,,1 I '\ I 1. 4-INCH DOMESTIC WATER LINE SHALL BE AWWA C-900 PVC CLASS 150 DR-18 3-INCH & SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC ALL PVC FIRE SER'vlCE LINES SHALL BE AWWA C-900 CLASS 200 DR-14 2. ALL DOMESTIC WATER & FIRE LINES SHALL BE INSTALLED PER CM\\O W2. 4-INCH DOMESTIC WATER LINES SHALL HA VE A NORMAL COVER Of 36' 3-INCH ANO SMALLER DOMESTIC WATER LINES SHALL HA VE A NORMAL COVER OF 30" ALL FIRE SERVICE LINES SHALL HAVE A NORMAL COVER Of 4.5' TO 5' 3. FITTINGS -4' & LARGER OR 4' & LARGER LINES ALL GATE VALVES SHALL BE FLANGED TO FITTINGS ALL GA TE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC.) ALL FITTINGS SHALL BE CONNECTED WllH 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, COUPLINGS, MISC. FITTINGS, ETC. WHETHER INDICATED OR NOT TO COMPLETE THE PROPOSED WATER SYSTEM INCLUDING WHERE CONNECTING TO EXIST LINES. 6. GATI: VALVES SHALL BE INSTALLED PER CMWO SD W-13 & W-16 SANITARY SEWER & STORM DRAIN NOTES; 1. INSTALL ALL SEWER LINES PER COCSO S-5 2. PROVIDE ALL ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 3. INSTALL STORM DRAIN LINES PER SDRSD D-60 4. SANITARY SEWER MANHOLES SHALL BE PER COCSD S-1A SPECIAL NOTES; 1. EXIST FIRE SERVICE FACILITIES TO BE TAKEN OUT Of SERVICES AT THE TIME NEW FIRE SERVICE LINE (W/ACTIVE SERVICE) IS CONNECTED TO EXIST BLDG FS LINE. LEGEND: [> ~ I V, ~ . -____ _,_ __ t ---------j THRUST BLOCK SPOT ELEVATION ABBREYIATIONS; COCSD: CITY OF CARSLBAD STANDARD DRAWINGS CMV.O: CARLSBAD MUNICIPAL WATER DISTRICT ....I __ .... I NEW BUILDING ~ CONCRETE WALKWAY SORSD: SAN DIEGO REGIONAL STANDARD DRAWINGS ~--~I ASPHALT PAVING 4 DRAWING NUMBER J ' J 0 • □ I ---- 0 I f-----1 I DRAWING NUMBER 1--ELEC1RICAL SERVICE YARD SEE DRAWING E-1.4 2 r-l-!OU-11,G / LN'~NDWI~ I I ---------+----f-I \ \ \ DRAWING NUMBER -"';;';~ffi PRODLJ:IS... • NEW HIJPE, MINNESOTA SG---------------+t-SC I .-L~ EL --------------)VIF~~ \ <------ l J SIVI I ---·-----,---------------\--- I lv/UNICIPAL SWIA1MING POOL AQUA TIC CENTER OFFICES J I □ UC ' "' ~ I ( --~ I FOR REFERENCE 2 t~ \ / tl --.. r ONLY ' \ ------------ = I ------- =r--1 ----... ---@ ---------- GRAPHIC SCALE ,. . ,. ,. ( Ill FEET ) 1 Inch• 20 11. D DRAWING NUMBER DWG457-9B PRODUCTS • NEW HOPE, MINNESOTA RBJROEA BY P.AJrr NUMl3EB 9_5p3 ' PERKINS +WILL 817W. 1118' U.120~ Loo ~ CA IIOOl1 • 21U1QUO~ t21W0.841~ www.perkinswlU.corn Carlsbacl High School Stadium Carlsbad Unifiecl School Distric·t C B A 3557Lane«Wa-, car1aba.d, CA 92000 FILE NO. I' 37-H16 l~NTIFI A TIO S AMP &%er-~fE<rJC..Tio~R£1jffil 04 -109078 AC __ FLs __ ss,...__I DATE - - /1\ Resubmittol 0B/26/0B HO. ISSUE 0Al[ Sheet Information Date Job Number Drawn Checked Approved OJ-14-2008 77104.003 .y GEC DRAINAGE AND UTILITY PLAN PD 08-06 DWG 457-9B SHEET 12 OF 12 C-5.5 O&\ APPROVN.. Copyright IC) 200e Porldn1+WIII DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA REOflDEFI SY PART NUMBER 6552 . . D C 8 • DRAWING NUMBER D11AWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6552 SAFOJ PRODUCTS • NEW HOPE, MINNESOTA =cni;c = CAcr till JUC>tD <=S"- 5 4 192 t--t--t--·1----11---t---+--+--+--+--+---+---+---1---1---+--l----t---1--·l---t---+--- - •- - I- 182 r-·+--- 6" UANO T, ~ ..... rC AMBER ~·-t---t---t---'--l----+--+---.f---.J----l---J---I--IL.::l==.:J--·1---f---+--·t--+--- 180 ;---H-It--· -- -~ 178 --t-·--1"'-11--+--+--+---+---t---1---1---t---t-·---+--+--+--+--l---+--+--+---+---f-~ -~ ~ 176 ~..-,---,---,- 11 e--r t--+--+--+---+--+·---·t--t--t--"''d---+--+--+--1--f---l---t;...,L-,,f- 4 tz r ..___ ~5• PEI FORA TE ~-,--~-i---,--t---+--+---+---+---+-··-+----+HOPE" NDERDJ Alrt 172 r~t-1111-~!;!:!--+--+---t---t---t---t--t--t--t---t---+--+---+---1---1--- ,:i 8 i-------t---i---------------r-~ t'"t---1----t--·t---i----t---t---t--t--t---,---,---+-- 170 e--t-~~+---t-18 -ca~+--+--+---+---t---l---t---+--+--1--1---1---+--+--·t---i--;!; iJI . fil -,01:i:iw,i----i--l r+---+---+----+---+---+---t---+---t--t---+--+---i---,---,---,--.... -::: ~ I--L--l--~=~-~-~--1--~-~-~-~.--J--_ _L__..1_ _ _1_ _ _1__+ _ _1_ _ __1__.='--'.c=:.,__: ./ !;!. __ !;! ~ ~ llli~!f ~ ~~ -"!f -1,· ~I• i --1< ~t~ ~ -~ {;; !ifil ::, 6~6 ~--. ~ ;,, .... -~ -'N N 0 L i " :Ii -- 12+00 11+00 10+00 TREATMENT FACILITY -TYelCAL PROFILE/SECTION SCALE: 1 "~20• HORIZ. 1"=4' VERTICAL 192 190 188 188 184 182 180 178 176 174 172 170 CHAMBERS SHALL MEET ASTM F 2418-05 3/4" -2", CRUSHED STONE, TYP. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE PER SPECIFICATIONS SAND FILTER PER SPECIFICATION = 33-44-19 ~ " COMPACTED NATIVE 3/4" -2", CRUSHED STONE, TYP. 3 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA 6" MIN.---1 6" PERFORATED PIPE, TYP. BACKFILL UPPER ONE (1) FOOT WITH COMPACTED NATIVE SOIL PER SPECIFICATIONS END CAP 36" --+ 6" MIN. ~-,"--AASHTO M288 CLASS 1 WOVEN GEOTEXTILE PER SPECIFICATIONS f-----51"-','\,.,.--1\l-+12• MIN. TYP. "-AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE PER SPECIFICATIONS STANDARD CROSS SECTION Q) NTS - DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA 2 INSPECTION PORT 'MTH SCREW-IN CAP BOX & LID /COVER PER STORM DRAIN PVC/HOPE CLEANOUT DETAIL 1 SHEET C-7.6 FINISH GRADE 4' (100 mm) PVC RISER AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE INSPECTION PORT TO BE ATTACHED THROUGH KNOCK-OUT LOCATED AT CENTER OF CHAMBER AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6552 6" BELOW GRADE 18' MIN. 96" MAX. AASHTO M288 CLASS 1 WOVEN GEOTEXTILE PER SPECIFICATIONS INSPECTION PORT ED NTS rSURFACE STORAGE SOIL LAYER OVER\ SAND FILTER \ PLANTING PER ~r•--------';------VARIES LANDSCAPE PLAN / WATER LEVEL TOP OF SLOPE 1" CLR (BOTH SIDES TYP) • :g 46" FRAME (BOLTED ASSEMBLY) ·1 23" :ill -- 1ft ~ • 00 N Hi • :i ,__ .. ~ • 00 N _m; T • ~--~ I. 23/4" CLR TYP FIBERGLASS CROSS RODS @ 1'-0" O.C. TYP L 4"x 1-3 8"x 3 16" FIBERGLASS I I CHANNEL, TYP SECTION 3"x 3/16"x 2'-4" (9 PER PANEL) 36" PVC - REMOVABLE TRASH RACK PANEL (TOTAL 4) 2"x 2"x 1/4" FIBERGLASS ANGLE, TYP SECTION TRASH RACK INSTALLATION NTS 5 4 1/4' SS ANCHORS TOP & BOTTOM 3•-0· c-c 1/4" FIBERGLASS PLATE 11'-6"x 12" 4"x 1 'x 3/16' FIBERGLASS CHANNEL. TYP ,J 4 .,..,---2•x 2'x 1/4" FIBERGLASS ANGLE, TYP NOTES: 3/8' SS ANCHOR BOLTS ( 4 TOTAL) 4 1. CONTRACTOR TD VERIFY ALL DIMENSIONS. 2. FOUR STAINLESS STEEL CLIPS FOR ANCHORING 4 4 4 TO FRAME SHALL BE PROVIDED FOR EACH PANEL 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW & APPROVAL 36' PVC - TRASH RACK (COATED v.£LDEO STEEL) W/APPROX 1i°X6" OPENING SUBMIT DETAILS FOR APPROVAL 3 07/09/09 MS DATE INlllAL ENGINEER OF WORK = 2: 1 r-::::: INFILTRATION THROUGH SAND FILTER y 1.5• __.:::i--......___WASHED, ANGULAR 6' PERFORATED SUB-DRAIN WRAPPED STONE BETWEEN ¾"-2" IN FILTER FABRIC, TREATED WATER DRAINS TO STORM DRAIN SYSTEM SUBSURFACE BIO-RETENTION GARDEN® NTS - NOT USED ED NTS HAS BUIL TH RCE EXP. DATE REVIE\.IED BY• INSPECTOR DATE L1r] CITY OF CARLSBAD LfrJ 3 ENGINEERING DEPARTMENT 4 GRADING PLANS FOR: CHS MODERNIZATION -STADIUM PHASE TITLE SHEET APPROVED: DAVID fJ.H)UlJli._. 7/z.1ri &iiF DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/10 DA- tn NEW SHT -1REA1MENT FACILITY OETAILS 7/7-}/6q DWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL CHKD BY:\ll... PD 08-06 457-9B REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY:'-'.(. 2 : ' II /: } DRAWING NUMBER DWG 457-98 13 of 14 / D SAFCD PRODUCTS • NEW HOPE, MINNESOTA REOROER BY PART NUMBER 6552 PERKINS +Will. 817W. 7111t U.1200 Lot~CA000!7 •fflDO.l«IO J21l210.84'0 www.perkinswllt.corn Carlsbad High School Stadium Carlsbad Unified School Distric·t C B A 36157LancerWay Carlabad, CA 92003 5 :,:, ;O * Exp12-31-10 J>: C,V\I-~'1-",fl"t Of CM.If()~~ FILE NO. F 37-H16 Ac. __ fLs. __ ss DATE Revlelona la' FCO#S 08/23/09 /1\ FCD#1 05/14/09 R BID AOOENDU~ #5 01/09/09 ;,, Resubmittal 08/26/08 NO. ISSUE DATE Sheet Information Dale OJ-14-2008 Job Number Z71Q4.00J Drown JLS Checked GEC Approved MAS Tille DETAILS PD 08-06 0WG 457-9B SHEET 13 OF 14 Sheet C-7.5 FCDi1 Copyright © 2008 P•rktna+WIII DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER e'AFOJPRCJOUC~ • NeNHCFE. MINNESOTA eAFQJPA!JQ!..IQ"S ~ ~ HOPE, MINNESOTA SAFOJ PAOOUCTS • NEW I-OPE, MINNESOTA • - 0 + D C B 5 RAIN 17 .35 I .---+--A 4.75' TYP 4 II I II ' II . 4• INSPECTION PORTS/2" VENT (9 PLACES TYP) PLACE 4"X2" TEE I 4• VERTICAL RISER FOR 2" VENT LINE, : 11 : 1---1-1--·,I -1--I~~=~ 3 BER .-. e• DRAIN I ig PLACES TYP) I 179.10 IE j I!,! • 0 "' z ,......,,-..}-v-v"'--------v-y~< I I I I I I I I I It 36" MANIFOLD 2-ACCESS STRUC1\JRES UCl\JR I I 177.45 CL NOUT, Z=8' 0 0 o-0 0 ~7-6" CLEANOOTS (TYP), SEE NOTE 5 24 "x12" HOPE REDUCING BENO SE SECTION A-A BELOW CLEANOUT, Z• '--''-'-'----~ ~ E 6 36" HOPE MANIFOLD 24" SD 177.45 IE (TYP) 188 186 184 182 180 r • • ~ • • ,- . :• . 36" PVC I 7.5' o 2-VENT?\ LINE--, , I .--I I i ' -•. ••• ';11· 1· .. • ~ -I • . :• t-, , '' I •• .. i= • . 178 ... ~ ~I ·r.- I I ~•{g_ -ol--,; r-,. -r a.. ·_ :t.' -~ :. (:tJr,.. ... •- ' - IE" / EXIST OUlflELO FENCE ...,DE..,:C,...A...,IL ... '...,A,_' ~-....,._.PLA.....,.N......,V!..,._EW..,_/-&_ 1 • =c41 ~ ~EXIST /FINISH GRADE I 2" VENT~ I \ \ ' ~ • , r· .,-. :.. ,38" HOPE MANIFOLD -t-CHAMBER I ~· ol §h=e-i;jl,. ! I . . j ,• .· I t-- i-, . . OVER 188 _OVER/WR, p s EE NOTE 4 OTE 4 RAME ' 186 I S:E N ~ ~1• BOTTOM )F F -184 - .r24" SD 182 180 ______ , --------I 178 • -//'""' 4-4 ,,. ' JL /(-, )\-/( -• I • r ~ ' 1.nc.55 • ., • -~ ' I. ) --f (d\--ti~\ -1-~-;{~\ Ir)\ / ~' ) I.) I. ~'I,)~ I. I. ' -~ -f 177. m 178 6" BURIED CLEANOUT 176 174 ' ' -,· '' ' ~ !~Eve±._ 1' " (FLEXIBLE) ~ N ' ........_ 177.45 IE 74..r:;, 1i:-~' v~ \\ o~o \'-:OUT 24 SD TYP) \ .. -- \ '-< 0 0 \e• UNDERDRAIN (SEE NOTE 1) PROFILE / SECTION • 177.A""-IC" /' ., .: . ~ :\:' .. (TYPJ ~ \177. \ 0 \_24• HOPE HEADER OUTLETS 38"x24" TEES (SINGLE, DOUBLE OR TRIPLE MANIFOLD TEES) (7 PLACES TYP) ~ 176 174 DETAIL -UPSTREAM TREATMENT FACILITY DETAIL -DOWNSTREAM TREATMENT FACILITY • 36" PVC - 8" TRASH RACKS 3" CHAMFER 2' . ' • 4, FRAME & GRATE PER SDRSD M-3 8" 36" PVC - 179.55 IE 1 tll1~---t----t--Jr-18"X18"X6" DEEP 1--TRASH RACK 0 Fill CONCRETE-1...-f-''"'-: 178.55 IE 2.0' 176.55 5.0' SECTION A-A 1•=-2· PRECAST CONC BOX SAND-"1T. SET BOX ON 3 ___ .,_...J (EQUALLY $PACED) STANDARD SIZE BRICKS • ·• 178.55 IE GROUT SOUTH BAY FOUNDRY MODEL NO. SBRT3 W/1.JD MARKED 'STORM DRAIN' OR APPROVED EQUAL MALE SCREW IN PLUG PER COCSD S-6 RISER PIPE (8" MAX) 36" PVC - 173.70 IE PVC MEMBRANE SEE NOTE 4 •• 4' ~ .,,. • 182.00 :"'" • 8" 4 • 8" • 3•-4• • •• 4 4" PIPE • _J_ • 2' 'b -r • 'lo T •• -. ,-r--36" HEAVY DUTY SLAB TYPE MANHOLE FRAME & LID NEENAH SERIES R-6095 OR APPROVED EQUAL. MARK LID 'STORM DRAIN', LID/COVER TO BE MODIFIED: .. PROVIDE TWO CONCENTRIC COVERS SIMILAR TO SDRSD M-3. 183.5 EG/FG • 2' 8" ,-¥4 '-+--24" HOPE MANIFOLD • ...._,.....,.. (DETENTION/OVERFLOW LINE) 179.60 IE • •· '• ' 4'' :36" PVC - 176. IE •• OJ 8" WALL REINFORCED SIMILAR TO • STRUC1\JRE OUTSIDE WALLS. HOOK HORIZ. BARS INTO OUTSIDE WALLS (15' HOOK). '4 •• _..~-----+----+------------"-· ....,• [1j COVER MANHOLE FRAME & LID WITH PVC MEMBRANE. DIAMETER TO BE EQUAL TO OUTSIDE FRAME DIAMETER SEE NOTE 4. 173.90 IE 'lo 174.90 I SECTION B-B 1·-2· MEMBRANE DIAMETER SIZE TO BE BOX 0.0. PLUS 6" NOTES; 1, All 6" UNDERDRAIN PIPING BENEATH CHAMBERS SHALL BE PERFORATED. UNDERDRAIN PIPING OUTSIDE OF CHAMBER AREA SHALL BE NON-PERFORATED. (SCUD WALL) 2. HEADER/MANIFOLD OFFSET DISTANCE FROM CHAMBER FACE: CONTRACTOR SHALL COORDINATE WITH SUPPLIER TO ENSURE OFFSET DISTANCES INDICATED ARE SUFFICIENT TO CONSTRUCT PIPING SYSTEMS & APPURTENANCES INDICATED. SHOP DRAWINGS SHALL BE PROVIDED FOR THE DRAINAGE PIPING STEMS INCLUDING All FITTINGS, PIPING & SPECIALS ALSO ARCH SHALL BE ADVISED IF OFFSET DISTANCES NEED TO BE INCREASED. 3. 2" SCH 40 PVC VENT LINE 2' MIN. COVER. PROVIDE All ADAPTERS/FITTINGS FOR VENT LINE PIPING. BURIED CONDITION 4. COVERS OVER BURIED CLEANOOTS & STRUC1\JRE MANHOLES SHALL BE 30 mil PVC MEMBRANE. EXPOSED CONDITION STORM DRAIN PVC/HDPE CLEANOUT DETAILED NTS 5 4 5. ALL PVC/HOPE OR ACCESS CLEANOUTS CLEANOUTS SHALL HAVE BOXES & COVER/LIDS PER DETAIL 1-THIS SHEET. 3 I • ' I DRAWING NUMBER SAFCO PRODUCTS • NEW I-OPE, MINNESOTA ' I I I I 2 I I ' 11 INSPECTION PORT 9 PLACES TYP SEE NOTE 5. ! 11 I DRAWING NUMBER SAFOJ PROOlJCTS • NEW I-OPE, MINNESOTA AEOFO:R BY PART NUM_BER f?55'2 I I I I I I I ? I I I I I I I ' I I I I I I ' VI e· UNDERDRAIN (TYP) SEE NOTE 1. ~ 8" ACCESS CLEANOOT (TYP) I I I I I I I + CHAMBER 176.28 IE 12 HOPE, 177.00 IE (9 PLACES TYP) I I I SE~ NOTE 5 ' I I C e-+--. I I I I I I -;;7----, a--~--~ --7;--a 24"x12" ECCENTRIN HOPE UNDERDRAIN CONNECTIONS CONTROL MODIFIED CLEANOOT TEE (8 PLACES TYP) 12·xe· WYE & e· 45' BEND (9 PLACES TYP) DETAIL 'B' -Pl,,AN VIEW ~ 1•.4 V CONSTRUCTION NOTES: @7 TYPE A-4 STORM DRAIN CLEANOUT PER 0-9, SHT C-7.2 {z) STORM DRAIN PVCCLEANOOTS PER SPECS & PER NOTE 5 THIS SHEET @ TYPE A-5 STORM DRAIN CLEANOUT PER 0-9 SHEET C-7.2 @) TYPE A-8 STORM DRAIN CLEANOUT PER D-9 SHEET C-7.2 / / I 7 7 7 7 7 7 7 7 7 7 SEE NOTE5 THIS SHEET Ls-BURY 12"X8" WYE AMBER 177.00 IE 8" RISER CHAMBER 176.78 IE 12' SD 6' 7 7 7 7 7 24•x12· ECCENlRIC TEE MIN. IE ELE. 179.10 12" BEND (IF REQUIRED) ,. ( () )1-------------,-.::--6.-PER-FOR-ATED _ _..... HOPE UNDERDRAIN SECTION c-c 1"=2' 07/09/09 MS /1"\ NfW SHT -TREA1MENT FACIUlY DETAILS DA"JE INITIAL DA"JE INITIAL ,,.,,,, OA"JE ~ ENGINEER OF IK>RK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL 2 e-+-➔ _.,. • 182 4 ' ' ' .. ,, • •· ~ .,. 4, . ' 182.00 / 24" PVC 4.0' 4 -179.60 IE 1" • / • ~ ' ---/ ---/ ' I \ • { [ .. ,."""'" " I 176.0IIE • •• ·• \ t.lN~/ ,---1oT I, •• 'b 3•-i-- 12" PVC I 42' -- / I .. ·· .,·. 173.90 IE /. .. ' • 173.70 IE/ ou, SECTION D-D 1•-2· 8 AS BUIL Tu RCE EXP. DATE REVIEIJED BY• INSPECTOR DATE ~ CITY OF CARLSBAD LirJ 4 ENGINEERING DEPARTMENT 4 GRADING PLANS FOR: CHS MODERNIZATION -STADIUM PHASE TITLE ISHEET APPROVED: DAVID 'J.H~~~ ?/'3-J(E 2 DEPUTY CITY ENGINE£R PE 33081 EXPIRES 6/30/10 'DATE OWN BY: I PROJECT NO. I ORA WING NO. CHKD BY:~ PD 08-08 R\IWD BY: 467-98 D DRAWING NUMBER DWG467-9B 14 of 14 SAFCO PAClDLCTS • NEW HOPE, MINNESOTA RBJRDEA BY PART l'UMBEA 6552 , . -- PERKINS +WILL 117W.711EII. U.1200 Lol"'9ll1~CA800l1 .2lil2'QIIOO J2UIQ.MI) www.perklnswffl.com Carlsbad High School Stadium Carlsbad Unified School District C 8 A 3657LlncerWay Car1abad,CA92008 !Z-3!-!0 IVI\. CAI.I~ 04 -109078 AC-----flS __ 5,,._s __ 1 DATE I 08/23/00 05/14/00 Of/"9/00 1 Resubmittol 08/26/08 NO. ISSUE DATE Sheet Information Date 03-1~200S Job Numbor V!Of.003 Drawn JLS Checked GEC Approved W§ 11lle DETAILS PD 08-06 DWG 457-98 SHEET 14 OF 14 Sheel C-7.6 Copyrlahl @ 200e Porfdno+WDI