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HomeMy WebLinkAboutDWG 403-2A; CUP 01-04; CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS; 01-07GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPW.R 11.06 OF THE CARLSBAD MUNICIPAL CODE.) 1. 11-IIS PLAN SUPERSEDES ALL 011-lER Pl.ANS PRE\40IJSLY APPROVED BY THE CITY OF CARLSBAD REGARlllNG GRADING SHOWN ON THIS SH Of PLANS. 2. APPROVAL Of THIS PLAN OOC5 NOT LESSEN OR WAIVE ANY PORTION Of THE CARLSBAD MUNICIPAL CODE, Rf.SOLu·noN OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN 10 THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REViSE THESE PLANS WHEN NON··CONFORMANCE IS DISCOVERED, 3. CllY APPROVAL OF PLANS DOES NOT REIJEVE iHE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILiIY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRuc·noN, ALL PLAN RE'IISIONS SHALL BE PROMPTL y SUBMl1TEO TO THE' CiTY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM "iHE CITY ENGINEER \\ILL SE HEQUIRED FOR ANY WORK IN "IHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICA1E OF iNSURANCE MUST BE Flt.ED NAMING THE CITY OF CARLSBAD AS AN ADDl110NAL INSURED ON iHE PERMlffi1c:'S POL:CY IN 11-iE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THE INSURANCE 9.Q!,!PANY WRl11NG lHE POLICY MUST HAVE A RA11NG OF "A". AND A _SI~ CATEGORY Of' CLASS V AS f'.STABUSHED SY uBESTS:w KEY RA 11NG GUIDE.. 5. UNLESS EXEM?TED BY SECTION 301.(b)5 Cf THE UNIFORM 8Ullll!NG CODE, RETAINING WALLS OUTSIDE OF PUOLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM 11-IE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM frlE CITY AND OTHER APPROPRIA.TE AGENCIES. 7. APPROVAL OF THESE Pi.ANS SY ]HE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY Ov.NER'S Pf.RMISS!ON HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED, 8, NO REVISIONS \\lLL BE MADE TO THESE PLANS WITHOUT THE ~!HEN APPROVAL OF THE CiTY ENGINEER, NOTED \'111HN THE REVISION BLOCK, ON iHE APPROPRIATE SHEET OF THE PLANS AND THE 11TLE SHEET. 9. ORIGINAL DRA'MNGS SHAI.J. BECOME 1HE PROPERTY OF !NE CITY UPON BEING SIGNED BY 11-IE CITY ENGINEER. 10. 11-IE ORIGINAL DRA\~NG SHALL SE RE\4SED TO REFLECT AS-BUILT CONDITIONS BY 1HE ENGINEER-·OF-WDRK PRIOfi TO f;NAL ACCEPTANCE OF "IHE WORK BY THE CITY. 11 •. ~CCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT Sl1E AT ALL TIMES DURING CONSTRUCTION. 12. \\HERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED Of: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURI/ES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE Of CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECH.I\NICS. THE SOILS REPORT 'MLl. SE SUBMiTTEO TO "!HE CIIY ENGINEER!NG INSPECTOR 'Mll-llN T'liD WORKING DAYS OF iHE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPUANCE VERIFICA'OON REGArlDING ADHERENCE TO RECOMMENDATIONS OUT,JNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A 8UILO!NG PERMIT. AU. CONffiOLl£D GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPAi.LY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANiCS. All. FlLL OR FUTURE Fill. AREAS SHALL SE CONSTRUCTED IN ACCORDANCE V~TH lliE CITY OF CARLSBAD STANDARD SPECIFlCATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACH€D TO TrlE PREUMINARY SOILS INVESTIGATION. OA!LY f!ELD COMPACTION REPORTS ¼ill 8E SUBMITTED TO THE PROJECT !MSPECTOR. 14, A •. PRECONSJRUCllilJL.MEEJING SHAl L OC..JJW'~.BT THE •. SlIL..ERIOR TO .1l:!L UEGilllillli'i.... Of %7Bls Mill ')ti~! i SE ATTENDFfi BY Al! .REffiESffilAILV.ES_. BESPONS!BLE FOR CONSTRuc·nON, !NSPECTION, •• SUPERVIS~---"IESTING AND _All. OJ)lER ASPECTlLllE.llil;..'llQ.8K. "IHE CONIBACTOR SHAU. SCHEDULE frlE MEE11NG lr!ROIJGH THE PERMIT CLERK ( 438-'!161 exl.4-323 ) AT LEAST flVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRA\\1NGS MUST BE AVAILABLE PRIOR TO SCHEQUUNG. 1HE GRADING PERMiT VALL BE PR0\4DED BY THE PROJECT iNSPECTOR AT THE MEETING. 15. &..JlliiP.EC]ON REQUESTS 011:)ER JliAN EQfL.J:BECQNSTRUCTION MFE]NG Wll.l....fil:.. .MADL~fil...-..CA.LU.N.G ..... JliU].J!aN.Ef.RlN.G . .24-Hot JR %lSPFGTION Rf a! lf"L.J.lli.C_AL f760) -1.lll::~~1.Jll'.lf'J;Q]QN_fil;Q.iJi;.$I...M.\1fil_L RECEIVED PRIOR m 7.;.9.Q...t'Jl.. ON "fHE DAY BEFORE THE INSPECTION iS NEEDED. !NSPECTIONS \MLL 8E MADE 1HE NEXT.WORK DAY UNLESS YOU REQUEST° OTI-IERWISE. REQUES1S MADE AFTER 2: 00 P.M, WILL BE SCHEDULED FOR TWO fULL WORK DAYS LATER. 16, THE OWNER AND/OR APPUCANT 1HROUGH 11-IE DEVELOPER AND/DR CON1HACTOR SHALL DESIGN, CONSTRUCT AND MAlNTAlN ALL SAFETY DE\1CES, lNCUJDiNG SHORING, AND SHAU. BE SOLE.LY RESPONS!Bl£ FOR CONFORMING TO ALL LOCAL, STATE ,~NO FEDERAL SAFETY A~D HEALTH STANDARDS, LAWS AND REGULA170NS. 17. "IHE cmrn,ACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM!rnNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR cowr,ERNED AGENCY SHOW.NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVlSlONS TO SE MADE OF WORKER PROTECTION FROM frlE HAZARD OF CAVING GROUND IJURINO 1HE EXCAVATION OF SUCH TREN~'H OR TRENC1-IES OR DURING TI{E PIPE INSTAU.AfiON :HEREIN. Tl11S PLAN MUST BE PREPARED FOR All. "i"RENCHES IWE fEET (5') OR MORE !N DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRlOR TO EXCAVATiON._~ VARI[$ FROM lliE SHOR1NG SYS1Ht. STANDARDS ESTABLISHED SY THE CONSTRUCTION SAFETY ORDERS, 111lE 8 f,Al,IFORNII\_ADMINl;,JEJ;],\/J;_ GOD/;. iHE_ PLAN_J,HALL _fil:.~ARfil._al'.._.t\_ P.wfil"fJlfll.EIJJlllfilJL.Jl.1.~~~ A COPY OF TIIE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE !NSPECTOR PRIOR TO EXCAVA110N. 18, NO BLASTiNG SHALL 8£ PERfw'RMED UN"IIL A VAUO BLASTING PERMiT HAS BEEN OBTAINED FROM THE. C!TY OF CARLSBAD. SUBMff APPUCATION FOR BLASTING PERMIT 1\£1.L IN ADVANCE OF THE SCHEDUUNG OF BLASTING OPERAnONS, 19. IFJ)NLARCHAEOLOOQAk RESOURCES.ARE OiSCOVERED WITHIN _ANY ••• WORK_ AREA_ DURING CONSTRUCTION, ,QPt.RATIONS ~--GEASE 1MYEDIAJElY, AND lHE P£RMIT1EE \/!LL N01!FY 111£ CITY ENGINEER. OPERA·noNS W!LL NOI RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN Alni➔OR!l'Y FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE sm: OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOV!NG EQUlPMENT, CONS1RUC"ilON EQUiPMENT />.ND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE UMITED TO 1HE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU fRiCA Y AND NO EARTHMOVING OR GRADING OPE!<ATIONS SHAU. SE CONDUC fED ON \\>EEK ENDS OR HOLiDA YS. (A US"i OF CITY HOL!DAYS IS AV.I\ILASi.E AT THE ENGINEERING DEPARTMENT COUNlER.) 21. ;,u. OFF-SITI;_ii/1!.L!!Q.UlES_ei-'.,AU...eE SIJ.BMITTED__fl_Y THE CONJJMCTO!L.JQ.... 1HL CITY £1:ffilNEER fOR APPROVAL 1WO FULL WORKING DAYS PRIOR TQ.Jl.F;_GiNNING OF. )'!ORK. .22. IMPORT MATERIAf. SHAU .. BE OBTAINED FROM, AND WA.Si'£ MATER1AL SHALL BE DfPOSl1£D AT. A SllE APPROVED BY i!iE CITY ENGINEER. lliL~QIQ!.l. SHALL BE RESPONSIELEFQR ANY DEBRISQ!LDAMAGJ;OC.CUftRINGJ\LONG THE HAUL ROUTES OR ADJACENT SlllE'TS AS A RESULT Of THE GRADING llPERA110N. 23. BRUSH SHALL SE REMOVED ONLY \~THIN niE AREA TO SE GRADED. NO TREES ARE TO BE REMOVED Uf<LESS SPECIF!CALL Y NOTED ON 1HE PLAN. 24. ALL AREAS SHALL SE GRADED TO DRAIN. GRADING RESULTING IN TilE PONDING OF WA"IER IS NOT PERMIHED. Al.L EAR"IHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SI.OPE. 25, THESE PLANS ARE SUB,JECT TO A SIGNED AND ~.PPROVED SET OF EROSION CONTROL PLANS. E!lOSION OONlROl SHALL EE AS SHOI\N AND AS APPROVED SY "IHE CATY ENGINEER OR AS DIRECTED BY "IHE PROJECT INSPECTOR. 26, ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SUllFACE AND CROSS SECTION, ThE SllE SHALL BE LEFT IN A NEAT AND ORDERIY CONDITION. ALL STONES, ROOTS OR 011-IER DEBRIS SHAU. BE REMOVED AND DISPOSED OF AT A srn: APPRO\ii.:O OF BY THE CliY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGA1ED, STABILIZED, PLANTED ANO/OR HYOROSEEDED 'MTH!N TEN (10) DAYS OF THE TIME \\!lEN EACH_ 'SLOPE' IS BROUGHT TO GRADE AS SHO'/vN ON THE APPROVED CRAIJING PI.J\NS 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS A.S REQUIRED BY W,E C!TY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPtNG PLANS FOR 1H!S PROJEC'l, DRA'MNG Nl1...Mlh2L AND/OR AS DIRECTED BY "IH£ CITY ENGINEER OR PLANNING DIRECTOR. 28 THF.: OWNER/APPLICANT SHALL iNSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK Of' 1HESE: GRADING PLANS WiTH THAT SHO\',lj ON SOlH THE LANDSCAPE AND IRRIGA 110N PLANS AND THE !MPROVEMENT PLANS AS REQUIRED FOR iHIS WORK IN ACCORDANCE ~1TH 11-IE LANDSCAPE MANUAL TIME REQUIREMENTS. 30, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WilH A MINIMUM D·-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 1-5• PVC MAY BE U11UZED PROVIDED DEP1H IS LESS THAN 15 FEET AND BACKFILLED !lllTH 3/4" ROCK PER SDRSD S-4-TYPE "C" AND PIPE MEETS AS1M STANDARD 3034 FOR SDR 35 SCUD WAU. P!PE. 31. WHERE AN EXIS'nNG PlPE UNE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED W!THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. iN OTHER AREAS THE PIPE V~LL BE PLUGGED W!Trl CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCAT10N OF ALL EXiSTlNG FAC!UTIES ( ABOVE GROUND AND UNDER GROUND ) W:THIN THE PRO,JECT SITE S!JFflCIENTL Y AHEAD OF GRADING TO PERMIT ·rnE REViS!ON OF THE GRADING PLANS IF !T IS FOUND TI'iAT THE ACTUAL LOCATIONS AR£ IN CONFUCT w1TH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED l!11Ll1Y COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR'nNG GRADING NEAR THEIR FACIUllES ANO SHALL COORDiNATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG&f. 1-800--422··4133 (760 )+BO-7547 (619)574··2066 (760)438-·5241 (760)602-2775 (760)438--2722 (760)753-1145 (760)753-0155 (760)744-0460 (760)753-6466 (619)565-5657 PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD(SffiEETS AND STORM DRAIN) * CITY CF CARLSBAD(S£WER,WATER & RECLAiMED. WATER) • SAN DIEGUITO WATER DISTRICT * LEUCADIA COUNTY WATER D!STRlCl • VALLECITOS WATER DISTRICT * OUVENHAJN WATER DISTRICT * BUENA SANITATION DISTRICT • AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A, FOR CONTROLLED GRADING -·111£ APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, 08SERv£ AND CONTRO'. ·n,E WORK IN PROGRESS j11.06.170(8)l CARLSBAD MUNICIPAL CODE. B. .PRIOts.__1:\). F!NAl. A.f'l:.ROY.AL OF A GRADING PERMIT ··· THE fOU.O!lllNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER ViA THE PROJECT INSPECTOR !11.06.190(B)l CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPER\1SING GRADING ENGiNfER STATING i\LL GRADING IS COMPLEfE. All EROSiON CONTROL, SLOPE PLANTING AND !RRIGAllOt-; ARE iNSTALLEO !N CONFORMANCE WITH ClTY CODE AND THE APPROVED PLANS ( OBTAIN $1\MPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN, (3) REPORT FROM THE SOILS ENGINEER, l'.'HiCH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A ST,'\TEMENT AS TO lHE EXPANSIVE QUALITY OF THE SOIL., AND SUMMARIES OF FIELD AND LABORATORY TESTS, THE REPORT SHALL ALSO INCLUDE A STATEMENT BY lHE SOILS ENCiNEER THAT THE GRADING WAS DONE iN ACCORDANCE WITH THE REQU!REMENT.S AND RECOMMEND/I TIONS OUTLINED IN TrlE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WiTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY T.HE CITY. 35. UNLESS A GRADING PERMIT FOR TNlS PROJECT IS ISSUED WlTH!~~ ON£ (1) YEAR AFTER TiiE CllY ENGINEER'S APPROVAL, lHESE PLANS Ml,Y 8£ REQUl!lED TO BE RESUBMfffED FOR PLANCHECK. PLANCHECK FEES W!Ll_ BE REQUIRED FOR ANY SUCH RECHECK. 36. TiiE SOILS REPORT TIT.LED _ _Efil:l.iMltJARY....G.EQIB.:i:lll!CAL...INJlf5Tll,A JJON , PREPARED BY .JlOJ.!.ll:iEfilLCAJ if0RNIA .S!llL& i!i;SJIMG, iNC • DA ITD JUNE 7TH ,2illli. , SHALL S~ONSIDERED AS A PART Of ·;HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICA110NS CONTAINED IN SAIO SOILS REPORT. "DECLARATION 01'' RESPONSIBLE CHARGE" 1 HEREBY DECLARE THAT ! AM THE ENGINEER DF WORK FOR THIS PROJECT, THA f i HAVE EXERCISED. RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEc·noN ,6703 OF T.HE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT wiil-1 CURRENT STANDARDS, i UNDERSTAND THAT TH£ CHECK OF PROJECT ORAWlNGS AND SPEClilCA-fiONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER Of WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: __ Jlj=O.M~.J?.,L.tl'tiJ'.,_ __________ _ ADDRESS: ONE" wt:SJ THffm 3-J~_fil,liJ[_1~o~o ____ _ CITY, STATE:.. JU! SA, Q!Q./iliQMc....A ________ _ TELEPHONE, ____ .( i§l 582-8771 BY; ~ ---::.·/ //. ~ L - (NAME OrENGINEER) REGiSTRATION EXPIRATION DATE: __ JU3QLQ,-"4 ____ _ SOILS ENGINEER'S CERTIFICATE 1 ::r A "" e s ::J. 5 ro ,v .1: . A REGISTCRED CIVIL ENGINEER OF' THE STATE OF CAUFORN!A, PRlNClPALLY D01NG 8US!NESS !N THE FJELD OF APPUED S:OlLS MECHANICS, HEREBY CERTfFY THAT A SAMPLING AND SR!DY OF THE SOIL CONDnlONS PREVALENT W1THIN THIS SITE WAS MADE BY ME OR UNDER MY_ DiRECl)ON BETWEEN THE DATES OF /0/01 . tool) AND OG./<22 ,Z..oe, I. TWC COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA 110NS, HAS BEEN SUBMITTED TO 1H£ OFFICE OF THE CITY ENGINEER SIGNED: P.E. NO.: DATE: UCENSE EXP\RA -noN DA TE: OWNER'S CERTIJ>'ICATE I ( !/1£ ) HEREBY CERTIFY lHAT A REGISTERED SOILS ENGINEER OR GEOLOGiST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVl::R-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AMO STABILITY OF THISSITL , ~ __ C':"."' .. :-::;c"'-/..,.~ ,(d~,4/c7.. ,.,,. ---·-s/AA/....!.-4 .,?~03 ,~~,., DATE VICINITY PACiflC OCEAN MAP ABBREVIA 1'I O NS: ACCESS ACCESSIBLE BLDG BUILDING 8M BENCHMARK CB CATCH BASIN CJ CONTROL JOINT EL ELEVA110N ELEC ELEClRICAL EJ EXPANSION JOlNT EQ EQUAL ESMT EASEMENT FES FLARED END SEC110N FF FINISHED FLOOR FFE F!NiSHED FLOOR ELEVA TIQN Fl FLOW LINE FT FEET G GROUND GW GRAY WATER INV INVERT MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE oc ON CENTER OD OUTSIDE DIAMETER pp POWER POLE/UTILITY POLE RCP REINFORCED CONCRETE PIPE RDCO ROOF DRAIN CLEANOUT RD ROOF DRAIN RE: REFERENCE/REFER ssco SANITARY SEWER CLEANOUT STI) STANDARD SYM SYMME1RICAL TC TOP OF CURB UNO UNLESS NOTED OTHERWiSE LS LANDSCAPED AREA BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE PLANS IS THE NAD 8:i, ZONE 6, GR![l BEARING BETWEEN STATION "LOMAX" AND STATION 'liPGN1107", AS SA!!) STATIONS ARE PUBUSHED !N iHE SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK. I.E. N 79'05'25" W SOURCE OF' TOPOGRAPHY SITE CONDITIONS AND TOPOGRAPHY SHOWN ON THESE PLAN ARE 11-IE RESULT OF AN AERIAL PHOTOGRAMME"ffilC SURVEY 8Y: MORENO AERiAl. SURVEYS DATED: JUNE 2, 2000 AND A GROUND SURVEY BY: SAN DIEGUITO ENGINEERING, INC. ON VARIOUS: DATES !N JULY AND AUGUST 2000. DATE OF LAST SlTE INSPECTION: JULY 25, :WOO. PROJECT LOCATION 1HIS PRO,'ECT !S LOCAlED \1!11-JIN ASSESSORS PARCEL NUMBER 223-050-60. THE CALlFORNIA COORDINATE iNDEX FOR iHiS PROJECT IS NAD27, CCS27 330-1695 BENCH MARK DESCRiPTION'. SfANDARD BRONZE DISK IN CONCRETE MONUMENT lOCATlON:'. ABOUT 200' NORTH Of STATlON 261+98.75 RANCHO SANTA FE ROAD ~ R.S. 454 ~ NEAR FENCE EAST S!DE OF ROAD RECORD FROM: COUNTY BENCH LEVEL ,J-·0302 ELEVATION: 176.'H5 M.S.L. OWNE:R/ DEVELOPER PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST Of LATTER DAY SAINTS SQ EAST NOR1H fEMPLE STREET SALT LAKE Cll'(, UT ll4150 909-445-0094 909-445-096$(F) LEGAL DESCRIPTION:· E1,rc:'Nr,,1..7 R-· ()F _, L I'.Jl'.J., ' Vv011K ~~,?~ MARK A. THOMPSON, PE RPE NO. C604.37 _ l-_,f-~3 DATE Exp c-l3n/o, .O;,v 'T WORK TO BE DONE 1HE GRADING WORK SHALL CONSIST Of THE CONSTRUCTION OF ALL CUTS AND FIU.S, REMEDIAL GRADING, DRAINAGE FACILlllES, EROSION CONTROL FACILITIES, PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AND AS--BUILT GEOLOGIC MAPS AND REPORTS, ALL A.S SHOWN OR REQUIRED ON 1HIS SET OF PLANS AND THE CllY STANDARDS. SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl1ED ON ll1ESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 'MTH TrlE FOIJ.O'MNG DOCUMENTS, CURRENT AT THE TIME Of CONSIBUC110N. AS DIRECTED BY 1HE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS ,3. TH!S SET OF PLANS 4. PLANNiNG COMMiSS!ON. RESOW110N NO. __ 5~1~99~-- 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTiON ( GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALJ,Jlll.j_Jl::,'JJ.Nll DA 1ED .JUlJLL..2.QilL & UPDA 1£ li11ER DATEIJ Jl.Cl(J!JEIL1!l..2ll.Q2 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAV.1NGS AND AS MAY 8E MODlrlED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED M" 9, THE Ol.lVENHAIN MUNICIPAL WATER DlSTR1crs STANDARDS AND SPECIFICAllONS FOR WATER, SEWER AND RECLAIMED WAlER, LEGEND DESCRIPTION DWG.NO. SYMBOL -----------------------------------_ QUA.."l\!TITY EARTID'!"ORK VOLUMES: ~'ILL: 42,000 CY CLEARING Ii< GRUBBING ALL UNSUITABLE MAfflllAL 6" CONC. CURJJ & GU'ITER (TYPE G) SllllSD C·-2 6" CONC. CURil SDllSD <l-· 1 S'rnA If llALE D!Kll DETAIL 6/ 6 OF 7 HAY llA!J'; SILT llARRJEll DETAIi, 3/ 6 OF 7 SILT FENCE llllTAlL 5/ 6 O:!' '/ GRAVEL BAG SILT !IARll!El! DETA!lc 4/ 6 OF 7 SLOPE PLANTINQ l!YllllOSEIID FACING llll'-RAP ATR.'U.14 INLET TYPE G CATCH llAS!N S!lRSD ll-B STORM DRAIN CLEANOU"'l' SDRSJJ D-9 (1'YPE A-4,A-5) STORMCEPTOR DETAIL 7 / 6 OF 7 llETAIL 6/ 7 OF 7 llNERGY llISS!PATOR SDl!Sll il···41 10" PVC STORM D!WN 12" lIDPE STORM DRAIN 16" lIDPE STORM JJRAJN 24:' l!CP &'TORM DRAIN 36" lIDPE STORM DRAIN 46" l!llPE Sl'ORM DIIA!N 4" PCC SiDffALK 3" A.C. PAV.:MENT W/ 7" ClllJSHED .!.GGREGATE BASE ('1'!~4.5) 3 1/2" A,C, PAVEMENT W/ 9" Clll.JSE!ED AGGREGATE BASE (T!=6.0) DRAINAGE FLOW DlllllCTION i.ll.JARJJ RAIL 12" SA.NITARY SEWER UNllEllGROUND TELEPHONE UNDERGROUND ELEC1'1l!C GAS LINE ™c-cp,o7CRCCT""/;--FJ!P_O_R_T_:_4_2_,_0_0_0_1 _c_Y_IMPORT I ---CY/ACRE FILL: 6,161 IMPORT: 6,161 . FILL INCLUDES 10% COMPACTION FACTOR. '-------------·---' 1---+----t------------------+---t-·····-+---+----I 1----t----t--------------------j------j--··---+-----1'----< D llll L2l ® lJ • T :.:T_ ,_::"L:-x ~I _T_:L 7--l. ::.r:.::c..::T_:-r_::" l :r.:__7:..,,.::·L~··c· .. L . J:.3_ L::-1..:L t ! 1 -T - I I ---UT--- ---V,l---- GRADING & EROSION CONTROL PLANS FOR: LUMP SUM 2,780 L.l'. 945 L.F. 45 BALES EA. 18 llAU!:S KL 1,936 L.F, 362 &GS EA. 52,645 S.F. 3 EA. S EA. 261 L.F .. 385 L.F . !05 L.F. 288 L.F.- 295 I.,i', 420 L.F . 7,522 S,F, 26,600 8.F. 'I'HE CHURCH OF JESUS CHRIST OF LAT'fER-DAY SAINTS 1---+---+----------------j------j---1-~--t---,-lA~~VED LLOYD 8, HUBBS ~~ i 1---+--1---------+--+--+~-f-----l LE"C>e~.-~,a,;,ie;J. -~----__ .~! 1------+---+--··-----·-·--------------CL----+---+---+----l CITY ENGIN_err~ , PE:~meg· EXP!RES: 12/.31 /05 ,)A." E I I . r----=-cccc-+c=cc--t-------------------t-c:-c-:c:--+-----+--+ DC.'HWKNu_·BBYY: ,-.7r,,,..-·_: F~'ROp,Fl)Cl'.T ~'C jll DRA~W!NG~NO. DA TE: !N11lAL DA TE -INITIAL DAT£ .. ; [N!11AL -J~ ~ "' !! ENGINEER OF WORK REVISION DESCRIPTION 'o11_H_ER-,~PP_R_O_V_AL-.;~C-i'-,,-. -AP~P-R-.0-V_A_L .... RVWD BY, ;;J}.£__ •• ~· Ii ........ --,-.----- - () ""\"\. ' --1: 0 ~ (j) .j:::. 0 (I.) I I\) )> 0 I GRAPHIC 40 80 SCALE: -.30' OFFS!TE S,l\NlTARY SEWER EA.SEMENT TO LCWD DOC REC. _____ _ / NOTE: THE OWNER SHN..L/ PROV!DE A RECORDED ,, [I\S'~MENT FROM HIE ClTY OF CARLSBAD TC1 LCWb FCR THE OFFSI fE SJ-\VER LOCATED ON C/TV OF CARLSBAD P~OPERTY / / / I I ! / GBADIN,G"~" ~PLAN I I I I AREA LEGEND AREA PROVIDED FOR CREEK HABITAT BUFFER (BIOLOGICAL MITIGATION + RIP-RAP AREA) AREA OF BIOLOGiCAL MITIGATION AREA OF WETLAND HABITAT LOSS (LESS THAN 300' LONG) AREA OF RiP-RiP OVER,\LL SITE ACREAGE 45,235.07 SF/ 1 ,04 ACRES 3'1,930,67 SF/ 0,73 ACRES 5,922.76 SF/ 0.135 ACRES 13,304.4 SF/ 1,478 SY/ 0.305 ACRES 296,949 SF/ 6,8 ·17 ACRES NOTE: ADD 200 TO PROPOSED CONTOUR LABEL ANO SPOT ELEVATIONS. SHOWN WITH TWO DIGITS FOR CLARITY & SPACE. NOTE: 2: 1 EMBANKMENT SLOPES SHALL HAVE SOIL BACK ·FILLED iN BETWEEN RIP-RAF' WITHOUT GEO FABRIC FOR EROSION PROTECTION. ALL OTHER SLOPED EMBANKMENT Will BE 3: 1 AND HYDRO SEEDED UNLESS SHOWN OTHERWISE FROM THIS PLAN OR THE LANDSCAPE PLAN NOTE: FOR ALL PUBLIC IMPROVEMENTS !~EFER TO SHEET 403-2. . BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE PLANS IS ,HE MAD 83, ZONE 6, GRID BEARING BETWEEN STAl10N "LOMAX" ANO STATION "HPGN1107", AS SAID STATIONS ARE PUBLISHED IN lHE SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK. I.E. N 79'05'25" W DESCRIPTION: LOCATION: STANDARD BRONZE OISi< IN CONCRETE MONUMENT ABOUT 2.00' NORTH or STATION 251+93.75 RANCHO SANTA fE ROAD ~ R.S, 454 ~ NEAR FENCE EAST SIDE OF ROAD RECORD FROM: COUNTY BENCH LEVEL J··0302 ELEVATION: 176,18 M,S.L, DATUM: u,s,c.& G.S, DETAIL 1 SCALE: 1''= 10' CONSTRUCTION KEY NOTES: (i) @ @ © ® ® if.j) @ @ 0 @ @ ®' @ @ 0 @ @ @ @ @ INTERNATIONAL ACCESSIBILl1Y SYMBOL, R[: SORSD NO, M-29. DISABLED PARKING SIGN, RE: SDRSD NO, M-·28A, PAINTED PARKING LOT STRIPE, SEE NOTE #4 THIS SHEET. HANDICAPPED STRIPING PER SHEET 403-2A, DETAIL #2/ 7 OF 7. HANDICAPPED PARKING RAMP PER SHEET 403··2/I., DETAIL #,3/ 7 OF 7. STAIRS WITH HANDRAIL PER STRUCTURAL DRAWINGS, NOTE: REFER TO SILOAM STRUCTURAL ENGINEERS SHEETS FOR ALL DETAILS & SPECIFICATIONS. RW-i & RW-2 LIGHT POLE & FIXTURE PER STRUCTURAL DRAWINGS. TP-ASH ENCLOSURE PER ARCHITECTURAL DR~WINGS. CONCRETE FLUME PER SHEET 403-2A, DETAIL /14/ 7 OF 7, 5' x 5' STORM DRAIN CLEAND!Jf (TYPE A-"5). RE: SDRSD NO, TOP OF RIM "" 251.20 PL ( 10") IN ~ 248, 60 FL ( 48") IN ~ 232,85 FL ( 48") OUT = 232,85 5' W. CONCRETE SIDEWALK. RE: SDRSD NO, G-7. 3' W, CURB OPENING, CONCRETE WHEEL STOP PER CITY OF CARLSBAD $1'ANDARDS, CURB RAMP (1YPE D), RE: SDRSD NO, G-31 &; G-,32, GUARDRAIL (125± LF), RE; SDRSD NO. M-30 THRU M-33 . SINGLE GRATE CATCH BASIN (n'PE G) PER SDRSD MO. D-8. TOP OF GRATE = 254.00 FL OUT = 250.00 TRIPLE GRATE CATCH BASiN (TYPE G) PER SDRSD NO. D~8. TOP OF GRATE = 240.90 FL OUT = 233.00 STORMCEPTOR (MODEL 900) TOP OF RIM = 241.00 FL IN = 232, 70 FL OUT = 2,12.50 PER SHEET •>03-2A., DETAIL #7/ 6 OF 7, 12• WIDE SEGEMENTED RE,AJNiNG WALi. W/ HANDRAIL (KEYSTONE SEGMENTED), HEIGHT VARiES moM s· TO 3' PER STRUCTURAL DRAWINGS, NOTE: REFER TO SILOAM STRUCTURAL ENGINEERS SHEEIS RW·· 1 & RW-·2 FOR ALL DETAILS & SPECIFICATIONS. WALL IS BY SEPARATE PERMIT. 12" WiDE SEGEMENTED RETAINING WALL W/ HANDRAIL (KEYSTONE SEGMENTED), HEIGHT VARIES FROM 6" TO 6' PER STRUCTURAL DRAWINGS, NOTE: REFER TO SILOAM STRUCTURAL ENGIMEERS SHEETS RW-1 & RW-·2 FOR ALL D[l'AIL5 & SPECIFICATIONS. WALL IS BY SEPARATE PERMIT, CONCRETE ENERGY DISSIPATOR W/ RIP-RAP (CLASS "A", 12' DIA.) PER SDRSD NO, D·-41. FFE = 220.50 STOP BAR PER SHEET 403"-2A, OETfoJL #5/ 7 OF 7, PROPOSED 12'x14' STORAGE SHED PER ARCHITECT'S DRAWINGS. PAINTED PARKING LOT STRIPES TO DESIGNATE "NO PARKINC ,A,REA". SEE NOTE #10, TH!S SHEE.T CURS & GUTTER (TYPE G), RE: SDRSD NO. G-2. 6" STRAIGHT CURB. RE: SDRSO NO, G·-1. 6" STRAIGHT CURB TREE PLANTER, RE: #8/ 7 Of 7 IMPROVEMENT PLANS STOP SIGN "R1" PER CALTRf.NS STANDARDS, ATRIUM INLET (NYLOPLAST AMERICA INC.) i 8" SQ, W/ HINGED GRATE, H-20 RATE'D OR C!TY OF CARLSBAD EQUAL CALL 1-800···859·-0328. REMOVE EXISTING HEADWALL & 20± LF OF 2.4" RCP STORM DRMN PIPE. EXIST!NG 4' DIA STORM DRAIN CI.EJ\NOUT, ADJUST TO GRADE ~ 251.70, UO SHALL BE RATED HS·-20, (i) HlWCOR 48" 90' P!PE ELBOW (SURE--LOK) FOR UNDERGROUND HANCOR, INO, FlNDlAY, OHIO. CALL 1-800-537-9520 SEE DWG NO. 403·-2A, SHEET 3 OF "/, DETAIL 2 FOR PLAN. RET£NTtON. I @ 420 LF HANCOR 48" PIPE (SuRE-LOK) FOR UNDERGROUND RETENTION. . HANCOR, !NC. F!NDlAY, OHIO. CALL \~·-800-·537-9520 SEE DWG NO, 403-2.~. SHEET 3 OF 7, DETAIL 2 FOR PL•N. HANCOR, !NC,. FlNDLAY, OHIO. ('.,ALL 1-800-·537-9520 (1) HANCOR 4.3" DOUBLE HEADE"R CONNECTION (SURE-·LOK) FOR RETENTlON. SEE DWG NO, 403-·2A, SHEET 3 OF 7, Dt.!AIL 2 FOR PLAN, --------------·--·------------=============·=:,--"--·-·----- DRAINAGE STRUCTURE SCHEDULE STRUCTUBE SfRUCrURE PlPE TOP OF GRATE PtPE LENGTH INVERT INVERT PERCENT NUMBER TYPE SIZE/TYPE OR RIM EL~V (FEET) IN OUT SLOPE NOTES 1----+---------+---+----·-+-:_....;;...--11---....... --➔-· (D ATR!UM INLET 25 7. 70 253.50 P-1 10" PVC SINGLE GR;,T[ CATCH BASIN 254,00 ----···----""--· ----------·-.. -· .. , .. ···----- H)" PVC CONC. ENERGRY OISS!PATOR 5'x5' STORM DRAIN CLEANOUT 251.20 11 o' .,._ __ _,,.250,00 70' 232.70 232.80 232.85 232,85 2.00% 2.00% 2.00% NYLOPLAST MODEL SORSD NO. 0-8 SDHSO NO. 0--41 SDRSD NO. D-9 P-·5C 48" HDPE 210' 232.85 232.80 0.0025% NOTE: SEE 'STORM DRAINAGE STUDY REPORT" PRO,!. NO. 4500·1000, DATED 9-20-02, BY MADLIN ZHENG IMPORT1\NT NOTICE SECT!ON 4-2.16 / 4217 OF THE GOVERNMENT CODE REQUIRES A D!GALERT INDENllFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WiLL BE VAUD. FOR YOUR OIGALERT l,D. NUMBHI CALL UNDERGROUND SERVICE ALERT AT, Tr]' 'LL.L l -800-42c~·-41'.3:3 TWO WORKING DAYS BEFORE YOU DIG h' AS BUIL T 11 INSPECTOR '--+---+--------------+---+---l----+-----IWSH~ET CITY OF CAI{LSBAD l[SH~ETS! • " £,, ENr;·,,,-TRIN'' n'F'ARn'rNl' I 7 ' \.J,1.l',Cs._ ,1 lL) _Jt_. _., I l~!C.. ! -~•--•--} ~'"· j ~==-=============='-===-=-=:-! GRADING & EROSION J CONTROL PLANS FOR: 'I'HE CHURCH OF ENGINEER OF VlORK OF JESUS CHR!ST LATTER-·DAY SAINTS -~/1~,,:J"il MARK A. THOMPSON, PE RPE NO. C60437 DATE r:xp 6 13" 104 C • ,/,,\JJJ-DATE lNnlAL ENGINEER OF WORK DATE iNlT!AL DATE !NiTiAL REVISION DESCRIPTION OTHER APPROVAL ClTY APPROVAL 040803 }'l ~ '-J• C ~ G) ,i:. 0 Cl) I I\) )> \ (i) INTERNATIONAL ACCESSIBILITY SYMBOL RE: SDRSD NO. M-29. (;D DISABLED PARKING SIGN. RE: SDRSD NO. M--28A. @ PAINTED PARKING LOT STRIPE. S[[ NOTE /f4 THIS SHEET. (±) HANDICAPPED STRIPING PER SHEi'., 403-2A, DETAIL #2i 7 OF 7. @ HANDICAPPED PARK<NG RAMP PER SHEET 403-·2A, DETAIL #3/ 7 OF 7. @ UGHT POLE & F!XTURE PER STRUCTURAL DRAWlNCS. (i) STORM DRAIN GLEANOUT ('TYPE A) PER SORSO ND. D--9. TOP OF RIM ~ 251.20 FL (1 O") IN = 248.60 FL (48") IN = 232.85 @ 5' W. CONCRl'.TE SIDEWALK RE: SDRSD NO. G-7. @ 3' W. CURB OPENING. (@I CONCRE.TE WHEEL STOP PER CITY OF CARLSBAD STANDARDS. QJ) GUARDRAIL {125± LF). RE: SDRSD NO. M-30 THRIJ M·-33. Q3) DOUBLE GRATE C.ATCH BASIN (TYPE G) PER SDRSD NO. D--8. TOP OF GRATE <= 254.00 FL OUT = 250.00 Fl OUT " 250.00 @) ATRIUM INLET (NYLOPi.AST AMERICA INC.) 18" SQ, Wi HINGF.:D GRAT£, H-20 RAfEO OR CITY OF CARLSBAD EQUAL. CALL 1-800-859-0328. TOP OF GRATE = 240-90 Fl.. OUT = 233.00 STORMCEPTOR (MODEL 450i) PER SHEET 4-03-·2.A. DETAIL #6/ 7 OF 7. TOP OF RlM .,":' 24 i J.)0 FL !N ~ 232.50 FL OUT ~ 232-30 12• WIDE SEGEMENTEIJ RETAINING WALL W/ HANDRl\iL (KEYSTONE SEGMENTED), HEiGHT VARIES FROM 6' TO 6' PER STRUCTURAL DRAWINGS. CONCRETE ENERGY DISSIPATOR W/ RIP-RAP (cu•ss ·A", 12· DIA.). RE: SORSD NO. D-·41-FFE ,, 220.50 @ STOP BAR PER SHEE1 403-2A, DETAIL #5/ 7 OF 7. r,-,,_ {g, CURB & GUTTER (1YPE G). RE: SDRSD NO. G-2. ij]) G" STRAIGHT CURB. RE: SDRSD NO. G-'1. {(jl STOP SIGN "R1" PER CALTR4NS STANDARDS. CL'il AfRIUM INLET (NYLOPLAST AMERirA INC.) 18" SQ. W/ HINGED GRATE, H-20 RATED OR CITY OF CARLSBAD EQUAL. CALL 1 ·-800---859-0328. DEMOLISH & REMOVE 75± LF OF EXISTING CONCRErE SWALE. REMOVE 45± LF OF EXISTING 12" STUB-OUT. Fl=244.50± REPLACE W/ 12" O!A. PVC SEWER AT 0.64% SLOPE" .36" X 1 O" PVC TEE CONNECTION. 70' DRANINAGE EASEMENT NOTE: AN EASEMENT FOR THE PURPOSE OF FLOOD DRAitsAGE CHANNEL AeJD PURPOSES iNCiDENTAL THERETO WAS GRANTED TO SAN DiEGO couN·ry FLOOD CONTROL, DiSTfllCT ZONE 1 AND RECORDED OCT0f3ER 22. 1980 AS FIL[ r-m. 80·--350521 OF OFFIC!AL RECORDS. BY A RESOl.UTiON RECORDED DECEMBER 20. 1985 AS FILE NO. 85-481726 Of OFF!CiAL RECORDS, FORT!ONS OF SAID EASEtv!ENT HAVE BEEN V,\CATED AND ABANDONED. TRIPLE GRATE ~ CATCHBAS\N \ ' -Ii I I ' I I I ' ' l I ' T7l· I * i I I 2 403-2A -DRAINAGE STRUCTURE --· STRUCTURE STRUCTURE PlPE TOP OF GRATE NUMBER TYPE SIZE/TYPE OR RiM EL.EV. .. (1A) ATRiUM !NU:..T 257.70 --·-·--------·-·-··· .. P-1A 10" PVC -............---(i) DOUBLE GRAT£: CATCH BASIN 256,60 ·-·-_____ ., _________ f'-2 36" HOPE ~ .,. .... --'?!Y ATRiUh/: lNLET 257.70 ·------------------·-.. -· P-2A 10" PVC <Jr STORM DRAIN CLEANOUT 260.80 P-.3 36" HOPE -(4) STORMCEPTOR MODEL 450i 255.30 ·-----· P-4 15" hOPE @ -CONC. [NEfiGY OlSSIPATOR FFE=228.00 AREA LEGEND AREA PROVIDED FOR CREEK HABITAf BUFFER (BIOLOGICAL MITIGATION + RiP-RAi0 AREA) AREA OF BiOLOGiCAL MiTiGATION AREA OF WETLAND HABITAT LOSS (LESS THAN 300' I.ONG) AREA OF RIP-RIP OVERALL SiTE ACREAGE 45,235.07 SF/ ·1.04 ACRES 31,930.fi7 SF/ IJ.7.3 ACRES 5,922.76 SF/ 0.135 ACRES 13,504.4 Sf/ 1,478 SY i 0.305 ACRES 296.948 SF/ 6.817 ACRES ,__ _____________________ ______,j NOTE: ADO 200 TO PROPOSED CONTOUR LABEL AND SPOT ELEVATIONS_ SHOWN WITH TWO DIGITS FOR CLARITY & SPACE. NOTE: 2:1 EMBANKMENT SLOPES SHALL HAVE SOIL BACl<-l"iLLED !N 8E1\VEEN RlP-RAP WifHOUT GEO FABRIC FOR EROSION PROT[CT!ON. ALL OTHER SLOPED EMBANKMENT W1LL BE 3: 1 AND HYDRO SEEDED UNLESS SHO\NN OTHERWISE FF~OM TH!S PLAN OR THE LANDSCAPE PLAN- NOTE: FOR ALL PUBLIC IMPROVEMENTS REFER TO DWG. 403-2. .BASIS or BEARINGS THE BASIS OF BEARINGS FOR THESE PLANS IS THE N-',D BJ, ZONE 6, GRID 8El1RING BETWEEN STAnON "LOMAX" AND STATION "HPGN1107", AS SAJD STA'nONS ARE PUBLISHED IN THE SAN DIEGO COUNW HORIZONTAL CONTROL BOOK. I.E. N 79'05'25' W BENCH MARK DESCRIP·noN: LOCAT!ON: STANDARD BRONZE DISK IN CONCRETE MONUMENT ABOUT 200' NORTH OF STATION 261+98-75 RANCHO SANTA F£ ROAD N R.S. 454 ~ NEAR FENCE EAST SIDE OF RO.AD RECORO FROM: COUNTY BENCH LEVEL ,J-l1-:l02 ELEVATION: '!76.18 M.S.L OA 1UM: U,SoC.& G.S. ♦ 'ill\ 11111 l!!IUII 11111 llllll!! Ill Ill! 1!1111 l!l!I •• --J ---='ro_" ---,.,..,,.· 11 I 11111 •• 'T-,,.~,-----, +--r-----,--.-,1-,---,•· Ill II I II ill I II Ill 1111 Ill I Ill ----/ m I :-1 11 I . Ill cc-==±-·-:c===1- _ __, II iii f------l Ill 111 Ill i----+llll I f. '••111~•••••~maaa ■mn111m~n~llllia•m DETAila 1 SCALE: I"'= 1 O' DP.AIN RETENTION PIPE PLAN SCALE NTS -SCHEDULE -PIP[ LENGTH INVERT INVERT PERCENT NOTES 1F'-E') IN GUI SLOPE \ C.,_ I 252.12 NYLOPLAST MODEL -----· ·-----------· s:l' 2.00% -253.33 249.73 SDRSD NO. D-8 ---------------------------- 179' 2.01% 25 ! .01 NYI..OPLAST MODEc 35' 10.0% 249.73 246.17 SORSD NO. D·-9 __ 1 -----· 1 1 o· 3.24% --245.92 240.92 CSR PRODUCTS -----·-------··------- 50' 10.00% SDRSD NO. l:>-41 NGTE: SEE "STOf<M DRAINAGE STUDY REPORT" PROJ. NO. 45001000, DATED 9-20-02, BY MADI.IN ZHENG I w z _J i I \ "PROPOSED": rHE: CHURCH OF ,JESUS CHRIST OF i..ATTER"'-D/;.Y ,SAiNTS 1684?.Sf / _ r,.r.::E-....::-258.40 ENGINEEF< OF /) '--7:4~ ,q /:I J' ,. £~ "-'· --- MAF,K A-THOivlPSON, PE RPE NO. C60437 i 0 30 ~;;j GRAPHIC SCA.LE: CAUTION: ELECTRIC VAULT 00 NOT O!STURB 90 1" = 30' F.:X!STl~JC SAt~!-i"ARY SE\VEf~ MANHOlE TOP RlM = 25-.7 .1)2 !2" FL'"' 24::>.T::', 20' WATER EASEMENT TO OM:\4,(f}. PD~./ · - DOC. . --REG, VVORK /-/>o_:s __ DATE EXP. 6/30/04 '• - - I1'iPO RT ANT NO TIC E _____ , ___ T ______ "_(_-',_S ____ B !~i_I_l__l ___ {/----~-~ SECTION 4216/4217 OF THE GOV[RNMENT COD[ REQUIRES A DIGALERT INDENTiFICATION NUMBER BE ISSUED BEFORE A PERMIT TO [XCAVATE W!LL BE VALID_ FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT: I L~" I REE Ct.6/.ih.. DATE !--------·------------·----~ (~IE\d-0. ~ --rEJ -~ ,/_ /~• TWO WORKING DAYS BEF'ORE YOU DIG ~ECTOR ~==y TCJL.L FRF~-1-800-42c,-4133 ,--,--,--,---,--------------'-------.--------,,.....--...,..---~-----..,_ ____________ , _-1/f/n_ ~.l..,.., Ar, &l)\L'T 0Pft'N1N...s • i SHEET 1----+---+-------------------+---+---+---+--__, __ 1 3 __ FNGTNED,rM, DEPARrMENT il _ 7. _ j GRADING & EROSION CONTROL PLANS FOR: OF THE CI-f!JRCH OF JESUS CHRIST LA'I"rER-D.AY SAIN'fS >----+---+--------------------+---t---+----+---l :===================--=·-C:-C:--===~ DATE INITIAL ENGINEER OF WORK BUILD PC RESPONSE DA1ED 8/26/02 REVISION DESCRIPTION DATE !NIT!AL OTHER APPROVAL DATE lNiTJAL CllY APPROVAL APPROVED LLOYD 8. HUBBS. 2 } •. Ae&e< 1f2 ~ <'1'.8 &.a ~~3 CITY ENGINEEPE:2 89 EXPIRES:12/31/05 DA,E DWN BY: [ PROJECl NO. __ l.....,DR«IJ,,.AWi[,JGV.NO. j CHKD BY: Jl..~-,.. .., "'-'"'· RVWD BY: ::rt,g . ....,,. "' ....,, ---~~ -- 040803 LIMITS OF C -· ~-EX!STINC F!RE BASIS OF' BEARINGS I I THE BASIS OF BEARINGS FOR THESE PLANS IS THE NAD 83, ZONE 6, GRID BEARING BETWEEN STA T!ON "LOMAX" AND STATION "HPGN1107", AS SAID STATIONS ARE PUBLISHED IN THE SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK. I.E. N 79"05'25" W TG 42.0 'fP 41.50 -0 41.40 ~@ CENTER T-N 1W BENCH MARK DESCRIPTION: LOCATION: STANDARD BRONZE DISK IN CONCRETE MONUMENT ABOUT 200' NORTH OF STA-flON 261+98.75 RANCHO SANTA FE ROAD ~ R.S. 454 ~ NEAR FENCE EAST SIDE OF ROAD Ri;:CORD FROM: COUNTY BENCH LEVEL d-·0302 ELEVATION: 176.18 M. s.1... DA TUM: u.s.c.& G.S. LOS _.,.,. ' ' .... smEET >c-·c Cl z * '" t:d'' ---·-..: : _j' EXISTING 24" RCP "~j \ ~ \ \\ 0 i\ <( > ELEVATIONS NOTE: fa.OD 200 TO PROPOSED CONTOUt~ LABEL AND SPOT [U:..VATIONS. SHOWN Vv'lrH TWO DlG!TS FOR ClARilY & SPACE. UGflT ~----______ ~-;,;;;; KEV. __ N_O_TE_s_·, ____ -~-==~--•·_ 10 (?) PrnNT m-:-CONNECTION OF TELEPHONE SERVICE. CGNTRACTOR SHALL COOfWiNAYE WffH PACfFlC Bf.LL AND PAY ALL ASSOC1AT£D FEES, ± 1 7.'."1 L.F. 2--2" PVC SOI. 80 CONDUITS, .AND 1--2" SPA.RE CONDU!T BY CONIRACTOft CONTRACTOR RESPONSIBLE FOR: TRENCHING, BF.DOING. CONDUITS, BACKF\UJNG & F'ULL WIRES, ALL TURNS (VEi'FiCAL./HORlZONTAL} MUS1' B( DONE WlTH 4' F;AQ!US (MINIMUM). PAD-MOUNTED TRANSFORMER PAD BY CONTRACTOR. RE:: SAN DIEGO GAS & ELEC. STDS. TRANSFORMER BY SDGE. CONTRACTOR SHALL COORDJNATE WlTH SOGE. AND PAY ALL ASSOCIATED FEES. PRIMARY ELCCTRIC UN[ ±224 LF. 1 -4" PVC SCH. 80 CONDUITS BY CONlRACTOR. CONTRACTOR RESPONSIBLE fOR: TF<ENCHING, BEDDING, CONDUITS, BACKFiLUNG & PULL WIF!ES. ALL TURNS (VERflCAL/HOR!ZONTAL) MUST 8£ DONE W!TH 1 O' f<ADIUS (M!NfMUM). CONTRACTOR SHALL RESTORE R,O.W. TO ff'S OR!GiNAL COND!T!ON & COORDINATE W/ SDGE. SECONDARY ELECTRICAL UNE. ±175 LF. 2-J" PVC SCH 80 CONDUITS. CONTRACTOR RESPONSIBLE roR: TRENCHING, BEDDING, CONDUffS, CCNDUCTORS, BACKHLUNG & PULL WlRES. ALL TURt·JS (HORJ!ZONTAL & VERTICAL.) ~UST BE DONE W/ 10' RAO!US (MiN.). ±121 L.F. OF 1' RGS CONDUIT, 2 #10 & 1 #10 GROUND FOR ELECTRIC TO STORAGE SHED. CAUTION: MULT!PLf;: CROSSINGS ENGINEER OF ~~~~1 tE RPE NO. 060437 6/30/04 FIRE HYDRt·,NT DAfE IN!TlAL ENGINEER OF WORK \ BUILDING GUTTEH-, ~:WAL~ CURB & ) /GUARDRAIL I , DRIVE-, I ! J /--TOP OF WALL (6' MAX. HEIGHT) Jilrf I-TOP OF SLOPE , RETAINING WALL. ···--·----- RE: S!l.OAM STRUCTURAL ENGiNFERS DRAWINGS. /Jf >DOTING-·/ / / /__DRILLED (-LIMITS OF \ R!P--RAP ) PIER UNDISTURBED ARE.A LIJ z __ j t, u:'. '"' {J._ 0 (1::: 0.. RETAINING W,ALLSECTION LINE EXISTING STRd:".T UGHT WATER Fll~E. HYDRANT (2) 72" RCP --~· ) EX!ST!NG SCALE: NONE EXSTING CAUTJON: ELECTRIC VAULT DO NOT OJSTUR8 Il\1 PO RT ANT NOTICF2 SECTIO(J 4216/4217 OF THE GOVERNMENT coot: REQUIRES A DIGALEl,T !~,DENTiFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD. FOR YOUR DiGALERT i.D. NUMBER CALL lmDERGROUND SERVICE ALERT AT: TDli 't.. r:-~l~--' r< --1-800--422-4133 TWO WORKING DAYS BEFORE YOU DIG -----·--------.. -----------1---+---l-----l---! PROPOSED SQMH @ ii! ----ss-- SDMH @ SSMH @ l. fH -<;,c '#M [21 ,--250.00 ,, STOR!\f DRA!N GUARD RA.IL UM!T$ OF GRAOlNG UMlTS OF RIP-RAP SPEC:ALL.Y LAN!)SCAFE.D FOR 8iOLOG!CAL M!TiGAT!ON RETAll\l!NG WALL IS:,'"-'.NSFORMER STOH'MCEPTOR sror~:M ClRAlN MANHOLE _'\REA INLET DRAIN !NLET LiGHT POLE. UNDERGRCUND TELEPHONE UNDERGROUND EL[CTJ':{iC GAS l.!NE WATER UNE- STORM ORAlN MANHOLE S.ANiTARV SEWER MANHOL[ WATER METER SPOT ElE.VATlQN ·rG=HJP Of'. GRATE TS:.=::TOP SLCPE: OF EMBANKMENT FL,...,,FLOWL;NE TC=TOP OF CURB fF.-:c0TOP OF PAVCMEt.J( µ~--✓? ~6!ih--[Xi' _U/.,~~J_-DATE BY, ½i.~CA<. INSPECTOR CITY OF' CARLS 13 i\D FNGiNEERING DEPARTMENT SHEETS 7 GRADING & EROSION CONTROL PLANS FOR: THE CHURCH OF' JESUS CHRIST OF LATTER-DAY SAINTS r,EV!SION DESCRl~'TION f-C::D:.:A:.:TE::_-1_,::IN:_:·IT:.:l:.:A::.L+....::cD:,:A_:;TEc___...L'.:!NiTIAL I 040803 -...J \ \ i _EROSIQN CONTROL NOTES 1. IN CASE EMERGENCY WORK !S REQUIRED, CONTACT LEO GARCIA (PROJECT MANA.GER) AT (909) 445-0094. 2. EQUIPMENT AND WORKms FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALI. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRIJCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DE'v1CES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINf.'ERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEV1CES TO WORKING ORDER TO THE SATISF,\CTION OF THE CITY ENGINEER AFTER EACH RUN-Off PRODUCING RAINF"AlL 5. THE CONTRACTOR SHALL lNSTALL ADDrnONAL EROSION CONTROL MEASURES AS MAY BE REQU!RED BY THE C!"fY ENGINEER DUE TO lJNCOMPLETEO GRADlNG OPERATlONS OR l1NFOR£St:EN CRCUMST ANCES 'WHICH MAY Afi!SL 6. THE CON.rRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PU8UC TRESPASS ONTO AREAS WHERE lMPOUNDED WATERS CREATE A riAZfa.RDOUS COND!TlON. 7" ALL EROSlON CONTROL MEASURES PROVlDED PER THE APPROVED GRAD!NG PLAN SHALL Bf. lNC:ORP0!1ATED HEREON. ft GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT TH£ CONCLUSlON OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BF: !N PLACE AT THE END OF EACH WORKING CAY WHEN THE FIVE (!l) DAY llAIN PROBABILITY FORECAST EXCEEDS FORTY PtfiCENT (40%). SILT AND OTHER DEBRIS SHALL 8[ REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURcAP TYPE WITH 3/4 INCH MINIMUM ACGREGRATE. 11. SHOULD GERMINATION Of HYDROSEEDED SLOPES FAIL TO PRCViDE E:ffECTlVf. COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOvtMBER 15, THE SLOPES SHALL BE STABIUZEO BY PUNCH STRAW INSTALLED !N ACCORDANCE W!TH SECTiON 35.02.3 0-F R C. E THE EROSlON AND SEDIMENT CONTROL HAN0800K OF THE DEPARTMENT OF CONSERVATJON, STATE OF CALIFORNtA. TEMPORARY EROSION CONTROL PLA.NTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL Pl.ANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF nlE STANDARD SPCCff'iCAT!ONS ANO THE FOLLOI/J!NC: A HYDROSEED1NC SHALL 8E APPUED TO: 1. ALL SLOPES THAT ARE GF1AOED 6: 1 {HORIZONTAL TO VERTiCAL) OR STEEPER WHEN THEY ARE: 2. a, THREE FEET OR MORE IN HE!GH1 AND ADJACENT TO A PUBUC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE lN HEIGHT. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOi.LOWiNG CONDITIONS EXiST: o, NOT SCHEDULED FOR IMPROVEMEN1'S(CONSTRUCTlON OR GENERAL LANDSCAPING) W!THfN 60 DAYS OF ROUGH GRAO!NG. b. lDENTIF!EI) SY THE PARKS AND RE:CREA T!ON DIRECTOR AS HIGHLY V!SlSLE TO THE PUBUC, c. HAVE ANY SPECIAL COND!TlON !DEN.flF'!ED BY THE CtTY ENC!NE£R THAT WARRANTS IMMEDIATE TREATMENT. HYDFWSEEDED AREAS SHALL BE !RR!GATED lN ACCORDANCE WiTH THE FOLLOWiNG CRiYER!A: l. ALL SLOPES THt'l:J ARE GRADED 6: 1 OR STEEPER ANO YHAT ARE: o. THREE TO E!GHT FEEi IN H.ElGHT SHALL BE !RR!GATED 8Y HAND WATER!NG FROM QUICK COUPLERS/HOSE BH3S OR A CONV£NTiONAL SY51EM OF LOW PR:CCIPITATION SPR!NKLER HEADS PROVIDING 100% COVERAGE. b. GREl,TfR 1l1AN 8 FEET !N HE!GHf SHALL BE. WATERED BY A CONVENTION-· At. SYSTEM OF LOW PREC!PITATION SPRINKLER Hf.AOS PROVIDING 100% COVi::RAGE AREAS SLQPl.:D LESS THAN 6: 1 SHALL BE lRR!GATED AS APPROVED BY THE ClTY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCH£M£ l'O PROVIDE !RRlGATlON TO THE Ci TY ENClNEER. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO cos-rs OF THE ELEMENTS or THE PROPOSED SYSTEM. IRRIGATlON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SO!L AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GHOWIH. HYDROSEED!NG MD( SHALL CONSlST Of ALL Of THE f0l.LO\lv1NG: 1. SEED 0. b. C d. e. g. h. L MIX SHALL CONSiST OF NO LESS THAN: 20 !bs. PER ACRE Of ROSE CLOVER 20 tbs, PER ACRE OF ZORRO FESCUE .3 lbs. PER ACRE or E SCHOOL CIA CAUfORNICA 4 lbs, PER ACRE OF ACH1LLEA M!L.LEfOUA 3 1t;s, PER ACRE Of ALYS.SUM (CARPET OF SNOW) f. 1 /2 !h. PER ACR[ DF O!MORPHCLECA ITEMS c,d,e, AND f Of THiS SUBSECTION MAY 8£ OMfffEO ON LOCAT!ONS WHERE THE AREA 8E!NG HYDROSCEDED lS NOT E11HER A PLJSL!G STREET OR RESiDENTIAL STRUCTURES. l'lS!BlE FROM iTEM o OF THlS SUBSEC1'ION MUST BE JNOCUL.ATEO \/llTH A NlTROGEN FtXit·JG BACT£R!A I\ND APPUED DRY EITHER BY DR!LUNG OR SROAOCA$llt~G EiEFORE HYDROSt::ED!NC. ALL SEED ~ATERlALS SHALL RE TRANSPORTED TO THE JOBSJTf. It~ UNOPCNED CONTA!NERS WHH THE CAUfORN!A DEPARTMENT OF fOOD ANO AGRICULTURE C£RT!F1CATION TAG ATTACHED ro, OR PRINTED OM SAID CONT Al ME RS. j. NON~··PMYTO·-TOX!C WETT!NG AGENTS MAY BE ADDED TO THE HYDROSELD SLURRY AT YHE DISCRETION OF TH£ CONTRACTOR. 2. TYPE 1 MULCH APPU£0 AT lHE RATE OF NO LESS THAN 2000 lb.s PER ACRE. T'tPE 6 MULCH (STRAW) MAY 0E SUBSlHUTED, ALL OR PART, FOR HYDRAULICAcLY APPLIED fl8ER MATERIAL WHEN $TRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANiCALL Y PUNCHING NO LESS THAN 50% OF TH£ STRAW INTO THE SOIL ,1 FER'nUZEH CONSiSTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPUED AT THE RATE OF 500 lb,<.,. PER ACRE. AREAS TO BE HYDROSEEOED SHAU~ BE PREPARED PRtOR TO HYDROSEED!NG BY: L ROUGHEN!NG THE SURFACE TO SE PLAMTED BY ANY OR A COMBlNAT!ON OF; a. TRACK WALKlflG SLOPES STEEPER THAN 6; 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAr WILL NOT BREAK UP USING ITEMS " OR b ABOVE. 2, CONOrnON!NG THE SOILS SO THAT tT iS SUITABLE fOR PLANTING SY: C. ADJUSTING TI-IE SUFH-'ACf. son. MOISTURE TO PRO\tlDE A DAMP BUT N01 SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVER!NG SALINE SOILS TO PROVtDED 'v1ABLt. CONDtT!ONS FOR GROWTH, HYDROSEEDED AREt~s SHALL BE MAlNTAINEO TO ?ROW)E A VIGOROUS GROWTH UNTIL THE PROJECT IS Pf.RMANENTL Y LANDSCAPED OR, FOR AREAS \'.+!ERE HYDROSEED!NG lS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. '" ., ' / / l ;, / '," '\., ,. ··.', ·,, ' ". ·,,,, : .. i j f // I i i . ' • .. I ' / • j ' i ·_ -_._.' .. ·-·~-'.--~ BENCH MARK DESCRIPTION: LOCATION: REG'ORD FROM: ELf.VAllON: STANDARD BRONZE DlSK iN CONCRETE MONUMENT ABOUT 200' NORll-1 OF STATION 261+98.75 RANCHO SANTA FE ROAD ~ R.S. 454 '" NEAR FENCE EAST SIDE OF ROAD COUNTY 8ENGH LEVEL J-0302 175.18 M.S.L DATUM: U.S.C.& G.S. I11PORTANT t{OTICE SECTION 4216/4217 OF TN[ GOVfRNMENT CODE REQUIRES A D!GAt.ERT INDEN1/rlCA TION NUMBER 8£ ISSUED BEFORE A PERMIT ro EXCAVATE WILL B[ VALID. FOF/ YOUR DIGALERT I.D. NUMBER CALL UNDERGF?OUND SERVICE ALERT Ar: L T □LL_ FRE1-1-800-422-4133 .!:!::: WORKING DAYS BUDRE YOU DIG , ___ J I "';~ ,. ~, -~ ~- tt ' \» ........... PBOPOSED , . THE: CHURCH. OF JESUS. CHRIST ' OF LATTER-·DAY SAINTS \ I EROSION CONTROl_ F-1 LAN ENGINEER OF \i\TORK ! / G) DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE. PER SHEET 4-03-.2A, DETAIL f/2/ 6 OF 7 0 STRAW 8ALE DIKE. PER SHEET 4-03·-2A, DETAIL 1/6/ 6 OF 7 HAY BALE SILT BARRIER. PER SHEET 403-2A, DETAIL /13/ 6 OF 7 SILT FENCE. PER SHEET 4-03-·2A, DETAIL #5/ 6 OF 7 GRAVEL BAG SILT SARR!ER. PER SHEET -403-211, DETAIL. #4/ 6 OF 7 UM!TS OF CL.EARf~JG & GRADING HYOROSEED RIP-RAP LEGEND _ OUANITY I 1 EACH (~~-;-~-=,-~~-/ 1~ / ~ / • ~ ,: ~ ,.1 > ~~~~:-~~ I 45 EA. -~0-:Jt";-;;-.n:. J...;...:.,.:.,.s,:4--+-:.&..,, . ..,._ 18 EA. 1,936 L.F. 350 BAGS EA. 52,645 LF. ' ·-··~·c-·7 '---! I 13,304 S.f, ,' ,,' .~ .. . -;:;;:;, / GRADING & EROSION CONTROL PLANS F'OR ·--, ' ' THE CHURCH OF l JESUS CHRIST J 01'' LATTER-DAY SAIN1.'3-__ _ 040803 V1 C :E G') ~ 0 Cf N )> f,. . 50';1N. I. -v~--'-----i:,; ']"'mJIJTI/ru:::;_lJITT.lj::::;-.~~7,~-:;J:·,~1r-Brf: tlJrn ~-ii1Lln,1,= 8" Ml N. Ufii-~-'ITl=::rn I I I PUBLIC RIGHT- OF-WAY ·I I - ~' Jn·;_r;J I . ,-~ ~- EXISTING GROUND i 4'MIN. f 2 40J-2A \ PIJALIC RIGHT-OF--WAY ""------;·•-r· ,:~, I,_ ,__ ____ 5-C_l'MJN. -· I ii :oooJSc-~06&°%~dli-' o o ~~ i~l'" to fql;g g&_9,ii ~OJ l Q Agffii=cO ___ ,-h-~~1\ I\ \\ PROVJDE APPROPRIATE TRANSITION BET\VEEN STABILIZED CONSTRUCllON ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE_ L SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2, STAPLE WiRE FENCING TO THE POSTS. (10 CM) 4, BACK~lLL A,JO COMPACT THE EXCAVATED SOIL. 5 SILT FENCE 4QJ= 2A SCALE: NTS DROP INLET COMPACTED SOIL--, TO PREVENT PIPING RUNOFF WATER STAKED S1RAW BALE r-2X6 STRUT(S) I FILTERED r-WATER --·~ -> / o....-~Tl'~ ~-//h·-LJ .-- •~_,.,-,, STl~AW BAL.ES STAKED WlTH TWO STAKES PER BALE OVERLAP AT CORNERS 2X6 STRUT(S) REQUIRED WHEN NOTED ON PLANS ~-·---... -/,.□ .. ' -----·---"' / / 3 HAY BALE SILT BARRIER 4QJ·~ 2A SCALE: NTS .. DRAINAGE /\REA LESS THAN 1 ACRE 6 STRAW BALE DIKE / 4-,:.~ --U ... ~ --~..........., i:;'N'' INE'E:R D .1 tr .... .i. , ~ 71-I -· -· .A,. THOMPSON, MARK RPE NO. C60437 OF pc· C. GRAVEL BAGS OVERLAP ONTO CURB GAP BETWEEN BAGS ACTS AS SPILLWAY 4 .. ~# ______ ~ THREE LAYERS OF GRA \/EL BAGS WiTH ENOS OVERLAPPED GRAVEL BAGS 40J-2A SCALE NTS DETENTION OUTLET PIPE 55"\pmin. CONCRETE WALL OUTLET lNLET ~f,TE~OST-DEVELOPMENT DRAINAGE MAP (EXHIBIT C) ORIFICE PLATE DETAILS FOR DETENTION #2 SCALE: NTS NOTE : L THE USE OF FLE:Xi8LE CONNECTIONS IS RECO!,~MENDED AT fHE iNLET ANO OUTLET WHERE APPUCABU:: .. 2. THE COVER SHOULD BE Posrnq[iED OVE;R THE 24"~ OUTLET RISER PIPE AND THE 6 ¢ OIL f'uRT. 3 THE STORMCEPTOR SYSTEM iS PR01ECTED BY ONE OR . MORE OF THE FOLLOW!Nf, U.S. PATE,NTS:_, #,4985148, #5498331, #5725760, #5753 J 15, #5849 I 8' • 7 STORMCEPTOR 41)3-2,A SCALE: NTS IMPORT /1.N T NOTICE "£CT/ON 4216/4217 OF THE GOVERNMENT CODE ~EQUiRES A DIGAl.ERT !NDENJJFICA TION NUMBER, BE ISSUED BiTOFI[ A PERM/ T TO EXCA \;A TE ifij!L 8[ VALID. FOFI '(OUR D!GAL[RT /.D. NUMBER vALL UNDEFIGROIJND SC9VICE AU:RT AT: Stc900 ---//A<:: ' ~, l~1JTI T 11 .,._,.,, '.., .... -- Jl:z-" '.:2 7 ,. ;:; / ... .., /, 7 . • R°CE~li'J? ~XP _rL:ft:J/_!)__ . ,_,, ·--< ___ .,.,_ . 'D~ -\J[D BY, Tf]LL F Rt:.E l-800--42? ·· 4 l 33 ;::ri.z· -~) L.2:1 ~~ , . TWO WORKING DAYS BEFORE YOU DIG INSPECTOR _ --··---,--- CARLS BAJ) I c·HEE Tc-.. 7 I S~ET] 0"' CITY l "' -" .... , l -J. i ! f ! l "/ I ENGINEERING DEPARTM[NT I .... I .. --·--7 GRADING & EROSION CHURCH OF co:NTROL PL.A.NS F'OR: 'F'rlE JESUS CHRIS'l' UTTER--DAY S,MNTS I --·-·- OF' ! ·- ' " WORK APPROVED LLOYD 8, HiJ88? :J./!!t:3. -46 e ~ ~----61,.A,.__ -·-· ·· · _L~.4., -~.3_ ---CITY F,NGINEjf 7 ~89 EXPIRES: 12/~1j_()5_ DA E. •. Pl'lO.Jf:CT NO., J·□R;;~o-1 DWN BY: ll DATE DATE !NntA.L DATE !N!T!AL CHKD RY: gs;r CUP 01-04 6/30/04 DATE 1N!TIAL DESCRIPTION RVWD BY: ;n.g EXP. REVISION OIHER APPROVAL CITY APPROVAL ENGINEER Of WORK -_; I C ~ G') ~ 0 (,J I I\) )> NOTE: 2 NOTE: . RAMP SURFACE SHALL BE SUP-RESISTANT. l~ , 4" ii -' i.....t¢---l!ill»1 f0.4M ' lYPICAL HANDICAP PARKING SCALE.: NTS NOTE: TAMPER PROOF BOLT {2 EA) RE: POST -DEVELOPk.iENT DRAiN1\GE MAP (EXHlB!T C) ORIFICE PLATE DETAILS FOR DETENTION SCALE: NTS EDGE OF PAVEMENT OR FACE OF CURB :, .-2 STOP BAR', .--N i ""~ O'.l ct =' 0 u. 0 II L FOR LOCATION OF STOP SIGN SEE SHEET 2 OF 7 ---1• LU u cf !Y 0 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE IN CONFORMANCE WiTH THE CRITERIA AS PRESENTED 1N CHAPTER 6 OF THE LATEST EO!TlON OF THE STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATiON TRAFriC MANUAL. 2. THESE WORDS AND 8/\R ARE TO BE PA!HTED REF!.~ECT!VE WHlTE. STOP BAR & PAVEMENT MARKER SCALE: NfS 6" CURB PAINTED BcUE (1YP) ( 1 ( 4 " '(,COLED GROVE jQINTS 1 A, .3/4 0.C., 1YP 0 HANDICAP RAMP 4(13-2A, SCALE: NTS VARIES SECTION THRU CHAMBER NOTE 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLiCASLE . 2. THE COVER SHOULD BE POSITIONED OVER THE 4"¢ CLEANOUT /VENl PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #,t985148, #5498.331, //5725760, #5753115, #584918\. NOTE: RAMP SURFACE SUP-RESISTANT SHALL BE 4, CONTRACTOR TO PROVIDE CRANE TO SET UNiT (HEAVIEST SECTION WEIGHS 5000 LB) 6 STORMCEPTOR Stc450i / 4 CONCRETE FLUME 403-2A SC/i.l . .E: NTS DEUVERY BAY: 6" PORTLAND CEMENT CONCRETE PAVDJENT WITH REINFORCEMENT AS PER CALTRAN STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. TRASH DUMPSTER PAD: 8" PORTLAND CEMENT CONCli:ETE PAVEMENT WITH BAR REiNFORCEMENT AS PER CALTRA.N STANDARD SPEC!FiCATIONS FOR HIGHWAY CONSTRUCTION, 4" CRUSHED AGGREGATE BASE COMPACTED 95% MAX DENSff'-:" ASTM D-1557 AND CONFORhA OR TO EXCEED WITH THE STANDARD SPECIFlCAT!ONS FOR PUBUC WOF~KS CONSTRUCTION "GREENBOOK" 6" SCARIFIED SUBGRADE COMPACTED 95% MAX DENS!TY ASTM D-1557 AT MOISTURE CONTENT OF NOT LESS THAt, TWO (2) PERCENT BELOW OPTIMUM, AND CONFORM OR TO EXCEED W!TH THE STANDARD SPECiF!CAT!ONS FOR PUBUC WORKS COMSTHUCTION "GREEN BOOK" DEIAIL NOTE: THt'. '1~A11J'.<IALS AND PROPERTIES OF CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE AC! MANUAL OF CONCRETE PRACTICE THE CONCRETE SHALL HAVE A MIN!MUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSi .~ND A MINIMUM OF 5% A!R ENTRAINMENT FOR DURABIU1Y (SE[ REPORT OF GEOTECHNICAL EXPLORATION r3Y SOUTHERN CALIFORNIA SO!L & JESTING, INC., DATED JUNE 7, 2001. ~~-1/4"RAD. TOOLED EDGE ALL EXPOSED SURFACES OF CURB TO 8[ TROWELED SMOOTH 8 TREE PLANTER !---,,;;,--+- 403-·2A ENGINEER OF WORK •- BUI! [I PC RESPONSE DATED 8/.30/02 RPE NO_ C60437 DATE !Nm,\L ENGINEER OF WORK REVISION DESCR!PT!ON (i) PLAN V!E_\[\/ UGHT-~DUTY: 1 1 /2" .A.SPHALT\C CONCRETE SURFACE CCURSE, 1 1 /2" ASPHA.LTIC CONCRETE BA.SE COURSE AS PER THE STA~JD,A,RD SPEClFiCAT10NS FOR PUBLIC WOHKS CONSTRUCTION '"GRE.ENBOOK" HEAVY-·DUTY: 1 I /2" ASPHALTIC CONCRETE SURFACE COURSE, 2" ASPHhU!C CONCRETE BASE COURSE AS PER THE STANDft,RO SPECIFICAT,ONS FOR PUEiLIC WORKS CONSTRUCTlON "GREENBOOK" UGHT--DUTY: 7"' CRUSHED AGGREGATE BASE (CLASS 2) COMPACTED 95% !viP,X DENS1TY ASTM D--1557 AND CONFORM or, TO EXCEED WITH THE srAND.~RD SfTCIFICATiONS FOR PUBUC WORKS CONSTRUCTION "GREENBOOK" HEAVY-DUTY: 9" CRUSHED AGGREGATE BASE (CG\SS 2) C0/·..,1PACTED 95% M,h.X DENS!TY ASHA 0-1557 AND CONFORM OR ro EXCEED WITH THE. STAND.A.RD SPEC!FiCATlONS FOR PUBUC WORKS CONSTRUCT!ON "GREENBOOK" 6" SCAf~lFlED SUBGRADE COMP.1\CTF.D 95% MAX QENS!TY ASTM D---155 7 A-f MOiSTUf~E CONTENT OF NOT LESS THAN TWO (2) PERCENT BEL.OW OPTIMUM, AND CONFORM OR 10 EXCEED WiTH THE STANDARD SPECIFlCATlONS FOf~ PUBLIC WORKS CONSTRUCTiON "GREENBOOt-<" orrA!L NOT~; REFER TO GEOTECHNICAL. REPORT BY SOUTHERN CAUFORNJA SOiL & T[STiNG, !NC. DATED JUNE 7, 200i FOR MINIMUM RECOMMENDED COURSE UFT THICKNESSES" COURSES MAY NEED TO BE PLACED IN TWO UFTS. THE MATERIALS SHALL MEET THE CALTRAN STD, SPEClr'lCATIONS FOi~ HiCHV/AY CONSTRUCl'lON. o..J./.SJ. DATL --· APPROVED LLOYD B. HUBBS /4-& e-~ ~~ l"p,t -al,-rl-'? CITY FNG!N~ PE::i-9EXP(qES:12/31/0~~ DATE !NtT!,-0.L DATE !NlT!AL ornER APPROVAL ClTY APPROVAL. .040803 -J