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DWG 423-1A; SDP 02-16; COASTLINE COMMUNITY CHURCH; 01-10
GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF TH£ CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREl!OUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOl4N ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/11: ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARG[ SHALL R[l!SE THESE PLANS WHEN NON-CONFORMANCE IS DISC0\1:RED. J. CITY APPROVAL OF PLANS ODES NOT REL/£11: THE DEV£LOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOV£RED OUR/NG CONSTRUCTION. ALL PLAN REl!SIONS SHALL 8£ PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ll!LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/RCA TE OF INSURANCE MUST BE RLEO NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERI.IITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRlnNG THE POLICY MUST HAV[ A RATING OF A AND A SIZE CAJEGORY OF CLASS VAS ESTA8LISHEO BY 08£STS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERM/IS FROM THE BUILDING DEPARTI.IENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERI.I/TS HA V[ BEEN OBTAINED FROM THE CITY AND 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 Ov.NER'S PERMISSION HAS B[EN OBTAINED AND A VALID GRADING PERI.IIT HAS BEEN ISSUED. 8. NO RE"1SIONS ll!LL BE MADE TO THESE PLANS ll!THOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED ll!THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE 7/TLE SHEET. 9. ORIGINAL DRA !l!NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRA!l!NG SHALL 8£ R£"1SED TO REFLECT AS-BUILT CONDITIONS BY THE [NG/NEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY TH[ CITY. 11. ACCESS FOR RR[ AND OTHER EMERGENCY V£HICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All 111./ES DURING CONS/RUCTION. 12. WHERE TRENCHES ARE MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO {C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS THE SOILS REPORT lllll 8£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR ll!THIN TWO WORKING DAYS OF THE COMPLETION or RELO TESTS 1J. A SOILS COMPACTION REPORT ANO COMPLIANCE V£R/RCA110N REGARDING ADHERENCE TO RECOMMENDA 7/0NS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE OIREC110N OF A PROFESSIONAL ENGINEER OF THE STA TE OF CAUFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE RLL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE ll!TH THE CITY OF CARLSBAD STANDARD SP[CIRCA T/ONS AND THE " EARTHWORK SPEC/RCA TIONS " ATTACHED TO THE PRELII.IINARY SOILS INVEST/GA T/ON. DAILY RELD COI.IPACTION REPORTS lllll Bf SUBMITTED TO THE PROJECT INSPECTOR. 14, A PRfCONSTRUCDON MEE71NG SHALL BF Hfl D AT THE SITE PRIOR ro THE BEGINNING OF WORK AND SHALL BE ATTENDED BY All RfPRESFNTAT1VfS RESPONSIBLE FOR CONSTRUCTION, INSPEC110N, SUPERl!S/ON, TESTING ANO ALL OTHER ASPECTS 0£ THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760-438-3891) AT LEAST FIV£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROV£D DRAMNGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT ll!LL BE PROl!DED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSP£CUON REQUESTS OTHER THAN FOR PR£CQNS1RUCOON MEEVNG 1W. B£ MADE BY CAIi iNG TH£ ENGJNFFRING 24 HOUR INsPFCUON RFOllfST lfNF AT (760) 4J8-J891. INSPECTION R£0UESTS MUST 8£ RECEl'O:D PRIOR TO 2· 00 P.M ON TH£ DAY BEFORE THE INSPECTION IS NEEOEQ. INSPECTIONS lllll 8£ MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWSE. REQUESTS MADE AFTER 2: 00 P. M. illll 8£ SCHEDULED FOR TWO FULL WORK OA YS LATER. 16. THE Ov.NER ANO/OR APPLICANT THROUGH THE D£V£LOPER AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D£v1C£S, INCLUDING SHORING, AND SHALL 8£ SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SU8MlmNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHO!l!NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROv1SIONS TO 8£ 1./AOE OF WORKER PROTECTION FROM THE HAZARD OF CA v1NG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG TH£ PIPE /NSTALLA110N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES F/V[ FEET {5') OR MOR£ IN DEPTH ANO APPROV£D BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA 110N. /£ THE Pl AN VARIES FROM THE SHORING SYSIDI STANDARDS ESTABUSH[Q BY TH£ CONSIR/JC110N SAFETY ORDERS. TITLE ll CALIFORNIA ADMINISlRAll'O: CODE, THE PLAN SHALL BE PREPARED BY A R£G/STERED ENG!NEER AT THE CONTRACTORS EXPENS£ A COPY OF THE OSHA EXCAVA 110N PERI.IIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA llON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROI.I THE CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE OISCOV£RED ll!THIN ANY WORK AR(A DURING CONSTRUCTION, OP£RAllONS ll!LL CEASE /MM£DIA7ELt AND THE PERI.IITTEE ll!LL NOTIFY THE CITY ENGINEER. OPERA T/ONS ll!LL NOT RESTART UNTIL THE PERI.IITTEE HAS RECE/V[Q WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQU1PMENT, CONS/RUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIi.it TED TO THE PERIOD BETWEEN 7: 00 A.I.I. AND SUNSET EACH QA Y, MONDAY THRU FRIDAY ANO NO EARTHMOWNG OR GRADING OPERA noNS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIDAYS /S AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-S/Tf HAUL RWTfS SHAcL BE SU/ll.ll[TfD BY mr: CONTRACTOR TO TH[ CITY ENGINEER FOR APPROVAL TWO FULL WORKING OA YS PRIOR TO BEGINNING OF WORK. 22. IMPORT I.IA TERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROV£0 BY THE CITY ENGINEER. THE CONIRACTOR SHALL BE RESPONS/BL£ FOR ANY O£Bl1IS OR DAMAGE OCCIJRRJNG ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REI.IOV[Q ONLY ll!THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS 5P£C/f1CALL Y NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESUL TTNG IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A 1.1/N/I.IUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROV£D SET or EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOv.N ANO AS APPROV£D BY TH[ CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. All SLOPES SHALL BE /RIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM SURFACf AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOV£D AND DISPOSED OF AT A SITE APPROV£D OF BY THE CITY ENGINEER. "''l j ~II!!!~~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Su ite 170 San Diego, California 92122 tel 858.554.1500 <fox 858.597.0335 www.fuscoe.com C: \~we, 2\CLS8-GP.OY,C 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED ll!THIN TEN {10) DAYS OF THE 111./E WH[N EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS PROJECT, ORA MNG NO. 423-1L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONIRACTDRS SHALL COORDINATE THE WORK OF THESE GRADING PLANS ll!TH THAT SHOWN ON BOTH T'iE LANDSCAPE ANO /RR/GA TION PLANS AND THE IMPR0\1:MENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE ll!TH THE LANDSCAPE MANUAL 111./E REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE ll!TH A MINII./UI./ 0-LOAD OF 1,JSO. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTIL/ZfO PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED MTH J/4" ROCK PER SORSD 5-4 TYPE "C" ANO PIPE MEETS ASTI.I STANDARD JOJ4 FOR SOR JS SOL/0 WALL PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED ll!THIN 7Y,ENTY FEET or BUILDING OR STREET AREAS AND REPLACED ll!TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIP[ ll!LL BE PLUGGED mm CONCRETE OR REMOV£D AS APPROVED BY THE CITY ENGINEER. 32. TH£ CONTRACTOR SHALL V£R/FY THE LOCA 110N OF ALL EXISTING FACILITIES (A80V[ GROUND ANO UNDER GROUND) ll!THIN THE PROJECT SITE sumCIENTL r AHEAD OF GRADING TO PERMIT THE REl!SION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA 7/0NS ARE IN CONFLICT ll!TH THE PROPOSED WORK. J3. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GR AO/NG NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WTH A COMPANY R£PRESENTA11V£. UNDERGROUND SERl!CE ALERT S/JG&E 1-800-422-4133 (760)4JB-620D (760)489-JH1 (760)4JB-5241 (760)434-2980 SBC ADELPHIA CABLEWSION CITY OF CARLSBAD(STREETS & STORM DRAIN) OLIV£NHA/N WATER 0/STRICT (760)753-6#;6 {760)753-0155 LEUCADIA WASTEWATER 0/SIRICT 34. PERMIT COMPUANCE REQUIREMENTS: A. F R ONTROL GRA ING-TH£ APPUCANT HIRES A CML ENGINEER, SD/LS ENGINEER, AND OR GEOLOGIST TO G/V[ TECHNICAL AOl!CE, OBSERVE AND CONTROL TH[ WORK IN PROGRESS {11 .06.170(8)/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT-THE FOLLOMNG REPORTS MUST BE SUBI.IITTED TO TH£ CITY ENGINEER \IA THE PRO£CT INSPECTOR /11.06.190(8)/ CARLSBAD 1./UNICIPAL CODE: (1) FINAL REPORT BY SUPER"1S/NG GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTTNG AND /RR/GA TION ARE INSTALLED IN CONFORMANCE MTH CITY CODE ANO THE APPR0\1:D PLANS (OBTAIN SAi.iPL£ OF COMPLIANCE LETTER FROI.I CITY ENGINEERING DEPARTI.IENT) (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOl./1./ENDEO SOIL BEARING CAPACITTES, A STATE,AENT AS TO THE EXPANS/11: QUALITY OF THE SOIL, AND SUMMARIES OF RELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STA TEI.IENT BY THE SOILS ENGINEER THAT TH£ GRADING WAS DONE IN ACCORDANCE mm THE REQUIREMENTS ANO RECOl./1./ENDA noNS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT. ll!TH AS-BUil T GEOLOGIC PLAN, IF REQUIRED er TH£ CITY. JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED ll!THIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED TO BE RE SU BM/ TTED FOR PLANCHECK. PLANCHECK FEES ll!LL BE REOUIRED FOR ANY SUCH RECHECK. 36. THE SD/LS REPORT 11TL£0 "UPDATE GEO TECHNICAL INVEST/GA 110N, COASTLINE COMMUNITY CHURCH, CARLSBAD, CALIFORNIA" PREPARED BY GEOCON, INC .. DATED APRIL 4 , 2003, AND SUPPLEI.IENTARY LETTER OA TED MAY 20, 2DOJ, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DON£ IN ACCORDANCE ll!TH THE RECOI./I.IENDA TIONS ANO SPEC/RCA 7/0NS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE QV[R THE DESIGN OF THE PROJECT AS OERNEO IN SECTTON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT ll!TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA!l!NGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT REL/EV£ I.IE, AS ENGINEER OF WORK, OF MY RESPONSIBILl11£S FOR PRO£CT DESIGN. FIRI.I: FUSCO£ ENGINEERING ADDRESS: -~63~9~0~G"-R=EE~N"-M~C"'H~D~R"-/V[c=-cS~U~ITE-=-c1-'-70~---- CITY, STATE: SAN Dli:GO. CALIFORNIA, 92122 TELEPH9f'!,E· 858 554 ~ BY: ~d~ DATE: STEVEN~ HARRISON R.C.E. NO.: 65198 REGISTRATION EXPIRATION DATE: --~0~9/~J-0-/0~1 ___ _ SOILS ENGINEER'S CERTIFICATE /, Sl,\M-lt lt..<,1'",c VElt,. , A REGISTERED C/l!L ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF TH[ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF MIL\L , .)C """ AND bJ'lt-lL.. , 2Qb . TWO COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUDY, WITH MY RECOMM[NOA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ~k~ . P.E. NO.: OA TE: LICENSE EXP/RAT/ON DA TE: OWNER'S CERTIFICATE 110fESS10 rc,1--R0LJ-1c, 0 No.63291 ~ E,p.6/JMJ6 CML OFct..\ . I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR ll!LL 8£ RETAINED TO SUPERWSE OVER-ALL GRADING ACTIVITY ND ADl!SE ON THE COMPACTION AND STABILITY OF THIS SITE. C Q.....":::-...-:: NAME .... •--V-~L DATE COASTLINE COC\S COMMUNllY CHURC·H COMMUNITY CHURCH GRADING PLAN t"' i} .... • KEY MAP ,· -150' REQ UIRED TREA TM£NT CONTROL BMP TABLE TYPE DESCRIPTION O'MIER SHIP MAINTENANCE 5"E£T NO AGRECM£NT MA INTENAN CE FREOVtNCY WORK TO .BE DONE THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS ANO RLLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHO'IIN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUnONs AND ORDINANCfS CITED ON THESE PLANS. THE GRADING IIO'?K SHALL 8£ PERFORMED IN ACCORDANCf MTH THE FOU.Oll!NG DOCUMENTS, CURRENT AT THE T/1.1£ OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. CAR[SBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET Of PLANS 4. CARLSBAD PLANNING COMMISSION RESOLUTION NO. 5532 DA TEO JANUARY 7, 2004 5. 6. THE STANDARD SPEC/RCA T/ONS FOR PUBLIC IIO'?KS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOM/.IENDA T/ONS BY GEOCOII, INC., QA TEO APRIL 4, 2003, AND SUPPLEl,/ENTARY LETTER OA TED MA Y 20, 2003. 7. THE SAN DIEGO REGIONAL STANDARD DRAMNGS, AS MAY BE /./OD/RED BY THE CITY OF CARLSBAD STANDARDS, THE LEUCADIA WASTEWATER DISTRICT STANDARDS (SE~R ONLY) OR THE OL/VENHA/N MUNICIPAL WATER DISTRICT STJNDARDS (WATER ONLY). B.. ENIIRONI.IENTAL APPROVAL PER RNO/NG OF PRIOR COMPL/ANC£ PER PLANNING COMIIISS!ON RESOLUTION NO. 55J2 DES CRIPTION TYPE D CONCRETE DITCH CI.IU RETAINING WALL PL.ANTED RETAINING WALL CONCRETE WALL TYPE 'B-1' CURB INLET (PRIVATE) CONCRETE Pl PE LUG TYPE A-4 CLEANOUT STORM DRAIN (PRIVATE) DIRECTION Of DRAINAGE LEGEND DWG .NO, SYMBOL SDRSO D-75, 0S-4 ==>==> SORSD C-4, C-7, C-8 =-CJ-C: SORSD D-2 SORSO D-63 SDRSD D-9, D-11 ~ · • · · :1 I 24" QUANTITY 800 LF 2300 SF 3600 SF 25 CY 3 1 FLOW THR OU GH SEPARATOR C-5 2 DRA IN INSERT OVT OTHfR-COND 2 PER MAN UF ACTURER. Y 2: 1 1./AX CITY OF OCEANS/OE HIGHWAY 7B INFIL TRA T/ON TC-II INF/ L TRA TI ON BA SIN ([XIS TING) R c:¼-,,.,o 0 ...... , ~ •a, o1,' .-13 CITY OF VISTA {' ._o CITY OF RO>Jl:,----\Y SAN ~ARCOS PACIFIC OCEAN CITY OF EN CINITAS VICINITY MAP NOT TO SCALE OWNER COASTLINE CO/.IIIUNITY CHURCH 511 ENCINITAS BOULEVARD, SUITE 104 ENCINITAS, CA, 92924 PHONE: (760) 4JB-7500 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOlliN OIi THESE PL.ANS WAS GENERA TED BY DIGITAL FIELD POINT DATA REDUCTION METHODS F/lOM /NF ORI.IA T/ON GATHERED ON DEC£1,18£R 15, 2000 BY A GROUND SURVEY CONDUCTED BY FUSCO£ ENGINEERING. OJECT LOCATION PRO£CT IS LOCATED WTHIN ASSESSORS PARCEL PR THIS NU/./ IND BER(S) 255-273-07, CALIFORNIA COORDINATE EX: 195-6252 (NAO 83) NCH MARK BASIS OF ELEVA T/c»IS FIR THIS SUIITT IS Tl£ SITE BE Tl£ CO/JIT JAG REAL Y OF SAN DIEGO fDCH MARK T1JR4W11 143 .935 , Tl£ STRfET CH/TERLI/C IICIU£NT ON EL CAMINO ' 0. 72 MIL.ES NCRTl£RLY OF ENCINITAS 80U.£VARD [L£ V. 14J.9J5 LEUCADIA WASTEWATER DISTRICT APPROVED BY LWD ENGINEER ,/,t~<LJ~-ef 1,fz1/•'t STEEDEEffiNG, DUDEK ASSOCIATES DATE RCE 26514 EXP. 03-31 -06 ~ OLIVENHAIN WATER DISTRICT 0 ... -# 4307.60 ?e! -k' L "-.A ;z/4~/o i GE RGE 1 ~. BRI S ENGINEERING MANAGER if A tt NC1TE : SI ATURE EXPIRES TWO YEARS AFTER DATE PV1 3 AS NEEDED WATER AND SEWER NOTES GENERAL NOTES FOR SE~R SERV/Cf (LEUCADIA WASTEWATER DISTRICT) ANO WATER AND RRE SERv1C£ (OLI VENHAIN IIUNICIPAL WATER DISTRICT) ARE SHOv.N ON S/fffi 10 OF THESE PLANS . SHEET INDEX SHEET 1: SHEETS 2 & J SHEET 4: SHEET 5: SHEET .,; SHEET y: SHEET 8: SHEET ~:· SHEET /0: Tm.£ 5"'EET GRADING PL.AN DETAIL> & SECTIONS PROFILES -' EROSION CONTROL DETAILS EROSION CONTROL PLAN HORIZONTAL COIIIROL PL.AN CURB & PAIING PLAN UTILITY PLAN STORMWATER POLLUTION PREVENTION PLAN PRIOR TO THE COMMENCEl,/ENT OF '!RAD/NG. THE OlliNER SHALL PROl!OE THE CONTRACTOR MTH A JTORM WATER POLLUTION PREV£NHOII PLAN (SWPPP), 11!/ICH PROVIDES RECOMI.IENDA 7/0NS ANO PROCEDURES TO FULFILL STORM WATER DISCHARGE REQUIREMENTS OF TH£ STA TE W,ITER RESOURCES CONTOL BOARD {Slll<CB) ORDER NO. 99-08-0WQ, NATIONAL POl.1.UTANT DISCHARGE EL/MINA TION SYSTEI.I {NPDES) GENERAL PER1,//T NO. CASD00002, WASTE DISCHARGE REQ/J/REl,/ENIS (WQRS) FOR DISCHARGE OF STORM WATER RUNCfr ASSOCIATED MTH COIISTRUCHON ACT/1//TY. EARTHWORK !iUANTITIES CUT: l~ -o= CY FILL: 23,,0DO CY II.IPORT: 1 0 ,000 CY EXPORT: 0 CY REI.IEOIAL: 0 CY <>/ 0 7 v 57-, ' 5 14 01 L T 5H EE! ID ? -. J , j 5 BUIL T5 SHEETS 2 ';:) 5 '" !N!TIAL ENGINEER Of WORK REVISION DESCRIPTION SLOPE Cl.IV SCREEN WALL (NON-RETAINING) FUTURE BUILDING FOOTPRINT SPOT ELEVA 110N EXISTING ELEVA nON TOP OF WALL TOP OF FOOTING (CMU WALL) TOP OF CURB FINISHED CONTOUR EXISTING CONTOUR DA )1JGHT LINE PROPERTY LINE SETBACK LINE CONCRETE DRIVEWAY SEl\f:R LATERAL RRE SERl!CE RRE HYDRANT 1.5" WATER SER"1Cf TRENCH RESURFACING SORSO owe G-148 CARLSBAD owe GS-12 CARLSBAD Dwe S-5, S-7 LMJ owe s-11 OMMl STD 0111:; C-J.3 OIIWQ STD O Ill:; C-1.1 Ql,/WQ STD DIii:; 8-1.3 CARLSBAD OKI:; GS-24, TYPE A -------to< --------- 1 · : ~ :i I f----0---0 • □ □ • -§ f------[}-© VZZZZZZJ "AS BUILT'' 1 2 2 1 5 . • , P~NING DEPARTMENT AP PR OVAL s ~v1~ ~,U, DATE: 3 /?f jx 0 2.-/4~:;z (S!GNBD) D:JN NEG/1 AS:sr.PLINNING DIRKC!OR i? l RCE iSlllS EXP.01/:>0/0l DATE ~~~ DATE:~ REVIE\JED BY• (SIG ) RBCOIIIIBllllED BY: t-h,,i~, \.\]e~n ~/4.:.....cl 2/.?1/07 (PIIIN'I 111111 INSPECTOR = DATE I SHt ET I CITY OF CARLSBAD L!QJ ENGINEERING DEPARTMENT 0 GRADING PLANS FOR: COASTLINE COMMUNITY CHURCH APPROVED: GLENN THOMAS PRU/ff\ dY- d , <~fir .-:-'T4,;.,( CITY ENGINE PE 5 l~EXPIRES 3 /.30/0T ~ff"-DA E OWN BY: PROJECT NO. DR AWING NO. DATE !NITI AL DATE IN117AL ' CHKD BY:I SOP 02-16 423-1A OlHER APPROVAL CITY APPROVAL RVWD BY: • • " .. 050906 030507 I I I ~~ I ~"2, 1' \ 'j'..o g1G I ,~ a~ --< L §!\ 12.03% I " 134.10~ _j I ---------I V1 0, 00 N N '-" • "" --> :-, "' '-"- ' CONSTRUCT TYPE D CONCRETE DITCH 20 10 0 20 40 60 1~~ 1 __ 1----11 :?'" "'''I GRAPHIC SCALE IN FEET -ii!,~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ofax 858.597.0335 www.fuscoe.com TW/40.0 BWIJ6.9 TW/40.5 BW/36.5 119.19TC \ \ \ - -:,, \ \ \ \JOIN '§>. \ \ EXISTING 'o. DITCH <?t>~ \ ~-' \ 1~ \_ -'.\ ---, .... _____ _ ;;; J~ VJ No. RCE 6519 EXP. 9-30- Civi\ N31"29'55"E 70.96' BY: STEVEN J. HARRISON 17.92TC I I , - \ \ \ j __ 1 __ _ /---/ __ ..-DLTCH✓ x1s11NG • t,tATCH ---!. I ! ~ / . 1'1NL£T , 'B-15 T 4 < o£T AIL sH££ s£. 3+54.04 FOR 5TALL 18•so STORM DRAIN DATA WALL NOTES: NO. DELTA BRG RAD I US LENGTH REMARKS (J) CONSTRUCT CMU SCREEN WALL (NON -RETAINING) PER ARCHITECTURAL PLAN 2 3 4 5 6 7 .,. N77'00•5o•w N15"40'54"E N89"54'56"W N61 '57'02"E N12•51 • 1o·w N00'05'04"E N27"29'30"W SEE PROF; HE;.ET 5 --- - 36.:56' 18"RCP (1350-D) 103.61 •• 110.62' 24"RCP (1350-D) 591.69' 6'PVC (SOR 35) 4.49' "' " 31.43' 12"PVC (SOR 35) 12.22' 24"RCP (2000-D) @ CONSTRUCT MASONRY WALL (LEVEL BACKFILL) PER CITY OF CARLSBAD BUILDING DEPARTMENT RETAINING WALL DETAILS. ADD STONE FACING PER DETAIL ON LANDSCAPE PLAN. @ CONSTRUCT MASONRY WALL (LEVEL BACKFILL) PER CITY OF CARLSBAD BUILDING DEPARTMENT RETAINING WALL DETAILS. (±) CONSTRUCT MASONRY WALL (SLOPING BACKFILL) PER CITY OF CARLSBAD BUILDING DEPARTMENT RETAIN/NG WALL DETAILS. @) CONSTRUCT KEYSTONE RETAINING WALL. NOT[: CONTOURS AND SPOT ELEVATIONS AR[ SET AT FINISHED SURF AC[ GRADES. SUBGRADE ELEVATIONS IN DRIVEWAYS AND PARKING AREAS SHALL BE SET ON[ FOOT BELOW FINISHED GRADES SHOWN ON THIS PLAN. NOTE: FINISH GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO A PA TIO DRAIN SYSTEM 5 FEET OR MORE FROM THE BUILDING. 't-~,.: \,< -". 1,1'.1 J ,1-1s€ -- ..... ..... ..... -....... /., -7 ;_ '- .......... ', 7 'v I I i -I I ,- / I ,,_,~ I <c.~y I /~1 SEE CURB INLET I cf ---MOD/FICA TION DETAIL, I <§'- SHEET 4 / I ,.· I I _/ I ---:_; ----,, --- 11 AS BUIL T 11 REQUIRED TREATMENT CONTROL BMP TABLE o~lt'i1l27 DESCRIPTION QUANTITY DATE DRAIN INSERT 4 REVIE\./ED BY, ~ ;::;., ""rJ INSPE CTO R Z/41/0? DATE 1------+---+--------------+---+---+--t----i LTI CIJNiiNE~!NG ~b~~~]AD ~ LJQ_J NOTE: SEE HORIZONTAL CONTROL PLAN, SHEET NO. 8, FOR DIMENSIONS BENCH MARK Tl£ BASIS OF ELEVA TICWS FCR THIS Sl.RVEY IS Tl£ GCX.NTY OF SAN DIEGO BE/\CH MARK T1JR4WH 143.935 JAG, Tl£ $TRITT CENJERLI/'£ 1./a'U/ENT C1I EL CAMIIKJ REAL, 0. 72 MILES J\mT/£RLY OF ENCINITAS BOU_EVARD ELEV. 143 .935 1----f----+----------------1-----t---+---+---, GRADING PLANS FOR: 1 AS-BUILT DATE IN ITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL COASTLINE COMMUNITY CHURCH APPROVED: GLENN TH OMAS PRUIM <"J- /? 4 ,c.~/7.~~ CITY ENGINEER «57274p~ 9 30 07 OWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. SOP 02-16 DRAWING NO. 423-1A 050906 0305 07 " I I I -I -I ------------MEANDERING BIKEWA y _ , AND SIDEWALK ---------. --,., IB+oo --,,., - ----,.,,_, __ ---~--9 ,.,_ .. _____ -+--t--.,,_:;:i<::> __ ~~- --C-G,,.7--I -\(-C\/ ----,., -----17 JS EX. TYPE -IL:\ 'B' INLCT ~R'i.'_ --, -RI,,'- 19+00 CALLE BARCELONA 12" PVC RECLAIMED WATER _ ,,., _ -,,., ,- -,,.,_ --,,., -----I ---+------_____ 20.+,, 001 10" PVC SEWER _ . --+--~-------~ ', ® 1"'-(8J.2orc; ~ -w---v--12" PVC POTABLE WATER -v---v-_,.,_ ---_..,_ --v-+- I -;---,.,,_ -.J r > -t-G-r- B4.26TC) BICYCLE EASEMENT PER DOC. 96-0636767 I £-G-r_ 1_,., 12" PVC RECLAIMED WATER -_,,.,_ -_,,.,_ -_,,.,_ ---,,.,_ 21+00 0 " --w---PROPOSED WATER LINE EASEMENT TO OL/VENHAIN MUNICIPAL WATER DISTRICT (86.26TC) 10" PVC SEWER 12" PVC POTABLE WATER _..,_ 7 _..,_ I > I 22+00 --i-"" -_..,_ -_J,_. __ - II I I I 1 / --c-G-r-- .L-!J-l -t---1-!J-l --t-u --1-9-3------------- - I I I + ~ I ·/ -.., ----- I I / I ,. (BJ. TC) I ---------.. GRAPHIC SCALE IN FEET :?° -"••11 '~!!!~~ FUSCOE I I I I I I I I I I I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 <fox 858.597.0335 www.fuscoe.com - NOT[: CONTOURS AND SPOT ELEVATIONS ARE SET AT FINISHED SURFACE GRADES. SUBGRAD[ ELEVATIONS IN DRIV[WA YS AND PARKING AREAS SHALL BE SET ON[ FOOT BELOW FINISHED GRADES SHOWN ON THIS PLAN. BY:< (L fl"1~ DATE: -;-;;;;N J. HARRISO'l{;CE 65198 EXP. 09-30-07 j~ Iii /. (/) No. RCE 6519 EXP. 9-30- ----- \ 9+oo BENCH MARK Tl-£ BASIS OF ELEVA TICWS FCR THIS S!RVEY IS Tf£ COU'/TY OF SAN DIEGO BENCH MARK T1JR4W11 143.935 JAG, Tl-£ STREET GENTERLI/'E MCtU.ENT ON EL GAMINO REAL, 0.72 MILES NCRTf£Rt..Y OF ENCINITAS BCU.EVARD ELEV. 143.935 I \\.-, -· I ~~ -tt--tt-----Jt--i\Hrl -- \rf-if-lklWf-1/-/1-ii=-II-II-/I- ' I l-11-11-I \ .l-;1-. \ ~1 \, I ----------' ---1 ~ ~ \\,\ - ? ,,. ----=:: <>C ' .;}??' J ~ .• ~' .._i;r 8+00 w :1 /11/h-. < I I I 11\AS-BU\LT I DATE INITl ~L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL MATCH EXISTTNG DITCH (FL 123. 7±) DATE R=10' ---- DITCH CONNECTION DETAIL NO SCALE WALL NOTES= CD CONSTRUCT CMU SCREEN WALL (NON-RETAINING) PER ARCHITECTURAL PLAN ,.----.., @ ONSTRUCT MASONRY WALL (LEVEL BACKFILL) PER CITY OF CARLSBAD BUILDING DEPARTMENT RETAINING WALL DETAILS. (1) CONSTRUCT MASONRY WALL (SLOPING BACKFILL) PER CITY OF CARLSBAD BUILDING DEPARTMENT RETAINING WALL DETAILS. @ ONSTRUCT KEYSTONE RETAINING WALL. ~NOT,c . WAL L N OTES RE NUMBERED AS PER SHEET 2 - , , REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY INFILTRATION BASIN (EXISTING) 1 NOTE: SEE HORIZONTAL CONTROL PLAN, SHEET NO. 8, FOR DIMENSIONS 11 AS BUI LT" St,a"~ oz /1¥/07 ' RCE G51'8 EXP PN3Q/o7 DATE REV!E"1ED BY: --?::: ;;:. • z./21/07 ... INSPECTOR u DATE I SH3 ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 GRADING PLANS FOR: COASTLINE COMMUNITY CHURCH APPROVED: GLENN THOMAS PRUIM dT . /4 -'-~ ~,g e; i,il!; 4¢.1 ... ~ CITY ENGINE PE51 -4 EXPIRES 9/30/07 OAK OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: ~ CITY APPROVAL RVWD BY: 2cl.. SOP 02-16 423-1A 050906 0305 07 ' C " :E ' w G') "' 0 ~ ., " 'Tl " ~ f\,) ' 0 w I > VARJ[S 1 • 24' 12' 12' ><if -----------~ ~ EXISTING BUTTRESS FILL TO REMAIN :::. ~-=!:=2%==------~ 2% 0 2% 2% [7 I......_________ 6"CURB & ~ GUTTER 6"CURB/ ~ @NOT TO SCALE 5.5' MIN EXISTIN0 GROUND ~ 2' x TYP£ D DITCH ----1. ~-,..,, PER OWG 0-75 • <e 6" CURB ..-::,; 1--'-~/ 2% "KEYSTON£" RETAINING WALL __ _,, (BY SEPARATE PERMIT) (I)NOT TO SCALE 24' 12' ........ ~ -- 12' ........ 2% -2% L\:6" CURB TYPE IV MASONRY RETAINING WALL, LEVEL BACKFILL, PER CITY OF CARLSBAD BUILDING DEPT. STANDARD PADE0 100.0 PAD EL. 94.3 @NOT TO SCALE PL VARIES ®NOT TO SCALE PL • 42' 32' EASEMENT ' -----.... , ---,.-.. ---------- 1 VARIES ' I 5' 5' CL • • EXISTING >--:::!:2::%::::::. __ _:2::%:!-=..__ GROUND d --,.<·";---I '"'-1..j.-'~ CALLE BARCELONA 1EXISTIN:y.r-T ~ ~XISTING -6"CURB & ffi .._________ 6"CURB & w~ C w~ 2NOT TO SCALE EXISTING BUTTRESS FILL TO REMAIN ' .. 24' DRIVEWAY .. .. 18' PARKING .. .. 7' . I r I 2% GROUND CURB & GUTTER EXISTING MEANDERING SIDEWALKS ®NOT TO SCALE 24' 6" CURB 2% -- PCC SWALE ® PER DETAIL 6" CURB } 2' MAX 2% ~NOT TO SCALE 24' 1 ' 12' 2% 2% PCC SWALE / PER DETAIL 6"CURB & GUTTER (!)NOT TO SCALE ~ "'''l 'ml~ FuscoE I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92 l 22 tel 858.554.1500 <fox 858.597.0335 www.fuscoe.com -...... <·, -...... TYPE Ill MASONRY RETAINING WALL, LEVEL BACKFILL, PER CITY OF CARLSBAD BUILDING DEPT. STANDARD 18' 2% TYPE D DITCH PER owe o-75 4' 2% 7' MIN. EXISTING GROUND 6" CURB / "KEYSTON[" RETAINING WALL (BY SEPARATE PERMIT) -...... .... ........ ~ EXISTING GROUND TYPE D DITCH PER owe o-75 "KEYSTON£" RETAINING WALL ( BY SEP ARA TE PERM IT) 6"CURB & ffi GUTTER ~NOT TO SCALE 5' MIN 2' 24' DRIVEWAY 2% -- 6" CURB PCC SWALE PER DETAIL CI)NOT TO SCALE 6" CURB BY: -¼~~ DATE: o:;;l!~ob STEVEN J. HARN~198 EXP. 09-30-05 CALLE BARCELONA CL 18' PARKING 6" CURB & j~'2 No. RCE 65198 EXP. 9-30-07 Civil -----=--MATCH EXISTING SIDEWALKS MATCH EXISTING SIDEWALKS ,J,\Ci \g\, .... TYPE I MASONRY RETAINING WALL, LEVEL BACKFILL, PER CITY OF CARLSBAD BUILDING DEPT. STANDA RD ........ ~ EXISTING GROUND 3.0' -1.5' --r- 6" P.C.C. -- 0.15' I .L -1.5' - APPROVED ASPHALT OVER APPROVED CLASS II BASE PCC SWALE DETAIL NO SCALE 24' DRIVEWAY 18' PARKING ~ llPCC SWALE I LJ ?.!_ = 2% 07 i L ________ I _________ _J f DRIVEWAY UNDERCUT 1---.L 1.5' TYPICAL SECTION-DRIVEWAY/PARKING AREAS 18"RCP 2+45.91 DRIVE A NO SCALE TOP OF INLET --11 TYPE 'A' _L,, DITCH oJ SECTION A-A ' CURB INLET MODIFICATION 8 2+45.91 NOT TO SCALE -.L-0-J · \ __ ,.,. _____ _ DRIVEWAY DETAIL SCALE: 1" = 1 O' ENVIRO-SAF[ HIGH CAPACITY GRAT[ INLIT SKIMMER C4L/FORNIA CURB SH[LF BASKIT WA T[R CL[ANSING SYST[M SAN Dl[GO REGIONAL STANDARD CURB INLIT CATCH BASIN WALL I 1t1DIH OF INLET Vr1LL VARY \ SHELF'. FIGURE 1 DETAIL OF PARTS REMOVABLE BASKET CATCHES EVERYTHING AND MA Y BE R[MOVED THROUGH MANHOLE WITHOUT ENTRY. GRATE I / FLOW /. DIVERTER -I 1: :I _:------jli'' -·I ---- FIGURE 3 DE:TAIL OF PROC[SS EXCLUSIVE CALIFORNIA DISTRIBUTOR: BIO CLE:AN E:NVfRONMENTAL SE:RVfCE P. 0. BOX 869, OCE:ANSIDE, CA. 92049 TEL. 760-433-7640 FAX: 760-433-3176 Email: in fo@biocleanenvironmental.net BOX MANUF ACTUR[D FROM MARIN[ GRAD[ FIBE:RGLASS & GE:L GOA TED FOR UV PROTECTION 5 YE:AR M4NUFACTURERS WARRANTY PATENTED ALL FILTER SCREENS ARE STAINLESS STEEL FIGURE: 2 DETAIL OF INSTALLATION FLOW RA TES oer 3 FT. Basket Q=SO*cd *A ✓ 2*g*h Cd= c3~fficien t of ,schar e =.67 so A( ft') h(ft) Q ('-\; ) Coarse Screen .62 .84 0.146 1.06 Med .56 1.36 0.75 3.53 t!M@en .68 1.02 1.167 4.01 n 8.6 THE ABOVE FLOW RA TES ARE BASED ON UNOBSTRUCTED SCREENS . NOTES: 1.SHELF SYSTEM PROVIDES FOR [NT/RE COVERAGE OF INLET OPENING SO TO DIVERT ALL FLOW TO BASKET. 2.SHELF SYSTEM MANUFACTURED FROM MARIN[ GRA E FIBERGLASS, G[L GOA T[O FOR UV PROTECTION . 3.SH[LF SYSTEM ATTACHED TO THE CATCH BASIN WITH NON-CORROSIVE HARDWARE. 4.FIL TRA TION BASKET STRUCTURE: MANUFACTURED 0 MARIN[ GRADE FIBERGLASS,GEL GOA TED FOR UV PROTECTION. 5.FIL TRA TION BASKET FINE SCREEN AND COARSE CONTAINMENT SCREEN MANUFACTURED FROM STAINLESS ST[[L. 6.FIL TRA TION BASKET HOLDS BOOM OF ABSORBENT M[DIA TO CAPTURE HYDROCARBONS. BOOM IS EASILY REPLACED 'MTHOUT REMOVING MOUNTING HARDWAR . 7.FIL TRA TION BASKET LOCATION IS DIRECTLY UNDER MANHOLE: FOR EASY MAINTENANCE. SUNTRE:E TECHNOLOGl[S 798 CLEARLAKE: RD. SUITE #2 COCOA FL. 32922 TEL. 321-637-7552 FAX 321-637-7554 CURB INLET BASKET SYSTEM DA TE: 04 12 04 SCALE: SF = 15 DRAFTER: N.R.B. UNITS =INCHES TYPE 'B' CURB INLET W / BASKET SYSTEM NOT TO SCALE '' AS BUILT" J f,,,, •• ~ t) £/4;1Mt?an Rcr 65/98 r EXP 69/30/07 REVIEIJED BY, £rZ.;, INSPECTOR tJ 2./1 l./ /07 DATE e./v/o7 DATE 1-------,---+------------f---+-----l--+-----llsH4EET1.c_r~T=Y==O=F"--'-=----'C=A~R=L=S=B~A-D----'~o _ ENGINEERING DEPARTMENT ~ BENCH MARK Tl-£ BASIS CF ELEVA TICJ'JS FOR THIS SLRVE:Y IS Tl-£ CCU/TY CF SAN DIEGO BOCH MARK T13R4W11 143 . 935 3AC, Tf£ STREE:T CENTER1.I/'£ MCMJ./ENT a>/ EL CAMI/-IJ REAL, 0.72 MILES NORT/-£RL Y CF E/'CINITAS BOOLEVARD [LEV . 14J.9J5 2 SJ DATE INITIAL ENGINEER OF WORK AS BUIL OATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: COASTLINE COMMUNfTY CHURCH DETAILS AND SECTIONS A'.'.f ROVED: GLENN THOMAS P,IM ti'/' x,f,,o/u, ~ITY ;NGINE;~~ 51~~,EX ~IRES 9/30/07 DAT~ DWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ SOP 02-16 423-1A RVWD BY: f b 050906 03 0507 , ~~ ..., V ~ --..__,_ I/ / ~ Q.. / 2 / a LO 0 ..,: "' '-: . [\ I~ 813 OOFL /-- '-----\, lEXISTING S DIMENT BASIN '-"-/ J/' ./ /'-- Cj Cj ...J ...J ~ ~ -- 104 >-----+-1-~0-D.I.E.I-E.D PER DETAI -~ CI E AN . .D.LP---1-----1-------1-----+-~---+-----iJl,\"'-i I I "' 96 88 ----- 80 XIST. 36"RCP ---- s 0 BE.LOW k-'~ _:::::.._:::r--&.\.___./' 0 18.64 CFS 42.58 FPS .22' 24"RCP 81. ~8',g I'----- A PLAN VIEW NOT TO SCAf.c FINISHED GR PER PLAN RETE Pl E LUG 5 B1 cFS RSD-D6 0"' 1 · -0 LO ~G h :::, 0 !,,! "' IC <ri 0, ..: a - f:2 u) Q=5.16CFS V=5.91 FPS >- 0 ~ !,,! !,,! ..,. " LO " " 0, LO - d PROFIL : 18' + 2 ' RCP S7i 'M DRAIN (PRIVATE) SCALE: 1"= o· = N.O TOP 6" CUR8 / I0.71 (. ,,-i; f q_,(f CS>/o<Y: ./ 88.92 Fl. cYY / ~APPLY PtPf COHNCCTION DETAIL 6" PVC OOT \_ SECTION A-A NOT TO SCALF EXISTING GR ~UNO ,.... " / ~ l'v '' / -V V ---.. "' . Ci) c;q,z' ,e.'cpyc@ 1.= % ' -. ' • -' /"'-. A /'-. A ~ PROF 'LE: 6' PV< ~ LOW FLC >W DRAIN "PRIVATE) SCA ~, HORIZONTAL: 1"=20' VERTICAL: 1~=4' Cj ...J ~ HGL h :::, 0 ~ !,,! !,,! LO "' "' "' <ri <ri PR FILE: 18' RCP STOR DRAIN PRIVATE) ---&A.11$-R. Ae,OVC • 2 &El.OW ON'.KIN6 aoo """" or-I MIN- ·' . :_::~;.;·. d :" ::,.: 100 ._ <U.") MIN. I{, . .. - SECTIOt-J A-A _£Lf_[_CQJ:.j_AfE. C_T.I ON DETAIL - NOT 10 SC..AL£ SCALE: HORIZONTA : 1 "=20' VERT/CA: 1"=4' FINISHED GRADE ---. / ------V -~ I:. • Cj ...J ~ I -"' -..,: a "' -- ~ d :?"" "••11 'ml~ FuscoE DE. 1 Al L -MOO\ FIED A-4 CLE.AN OU1 I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ofox 858.597.0335 www.fuscoe.com NOT TO SCALE. ' - BENCH MARK Tf£ BASIS OF El[VATIONS Fa? THIS SU?V[Y IS Tl£ COLt/TY OF SAN DffGO B£NCH MARK T13R4W11 143 . 935 3AC, Tf£ STRITT CENT[RLI/'£ M<N.,f,£NT ON El CAMI/'lJ R£AL, 0. 72 MIL[S M:IIT/£RL Y OF OCINITAS BOtL[VARD El[V. 143.935 PER PLAN I/ " V ..... /\..... 5' GUTTER TRANSITION 5' GUTTER TRANSITION ~ "' N a - "' ..,. + cs -;;.It ~ /~7 CJJ DATE INI TIAL f:2 cs N a - ENGINEER OF WORK 8 <ri 0, 2 96 ..___________ r--------___ ~ ' v ~ ~ "-./ ----.....,,.. ------- / ' . '~ 0 EXIST// )'.; GROUND I I \ ~"' I \ / ;;;: I c:, >-~ :::, ~o >-!,,! Q.. Lu :::, '"' -0 -" 0 tll !,,! 0 ~-0, j =-ol ., ' ./ ....,......___ v"---' I~ "' • BB ~ .. T -IC 1---<C '---~& STA. 3+54.04 >-Lu ...J ~ "' 0, d 0, ~~ <ri "' 0, + +..: -cs cs a "' -..,. + cs STA. 2+43.18 /1\ AS-BUILT REVISION 0, ~~ -0 a 0 .5' GUTTER ANSITION .5' GUTTER ANSITION DESCRIPTION 5' GUTTER TRANSITION s SCALE: HORIZONT. L: 1"=10' VERTIC L: 1 "=4' DATE IN ITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL \. / 2.5' G TTER TRANSi ON 80 11 AS BUIL T 11 ,5'6,<,..,. 1 ~= RCE lo57 EXP . Q!;jJJOJ01 02/1 lf.lOZ I DATE REVIE\./ED BY, -------z/u/__tJ"? 1/~/;;. 7' INSPECTOR DATE I SH5 T I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 GRADING PLANS FOR: COAS7LINE COMMUNfTY CHURCH STORM DRAIN PROFILES APPROVED: GLENN THOMAS PRUIM 6' r ..... _, -,,, . ...,,../ ~ ., 'frti',..~ CITY ENGINEE~PE 5127r EXPIRES 9 /30/07 DWN BY: PROJECT NO. DRAWING NO. CHKD BY: t;)d Li: SDP 02-16 423-1A RVWD BY: 12,t.. 050906 0305 07 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM PEEVEY AT (760) 438-75DO. . . 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILE'D ON SITE' AT CONVE'NIE'NT LOCATIONS TO FACILITATE' RAPID CONSTRUCTION OF TE'MPORARY DE'VICE'S WHE'N RAIN IS EMINE'NT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVE'D OR MODIFIED WITHOUT THE' APPROVAL OF THE' ENGINEERING INSPECTOR. 4. THE' CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF TI-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORE'SEEN CIRCUMSTANCE'S WHICH MAY ARISE'. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVE'NT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL E'ROSION CONTROL MEASURES PROVIDED PER THE APPROVE'D GRADING PLAN SHALL BE /NCORPORA TE'D HEREON. 8. GRADED AREAS AROUND TI-IE PROJECT PERIMETER MUST DRAIN AWAY FROM TI-IE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE' DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVE'D AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE' COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 8. C. D. E. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TE'MPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE POLLO WING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VE'RTICAL) OR STE'EPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADE'D FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY TI-IE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER 71-IAT WARRANT$ IMMEDIATE' TREATMENT. HYDROSEEDED AREAS SHALL BE /RR/GA TE'D IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WA TE'RING FROM QUICK COUPLERS/HOSE 818$ OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVE'LOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSJ:S OF THE £LEMEN TS OF TI-IE PROPOSED SYSTE'M. J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF TI-IE HYDROSEEDED GROWTH. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAL/PORN/CA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDE'D IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDEN77AL STRUCTURES. h. ITE'M a OF THIS SUBSECTION MUST BE INOCULATED WITI-1 A NITROGEN FIXING BACTERIA AND APPLIED DRY EITI-IER BY OR/LL/NG OR BROADCASTING BEFORE HYOROSEEOING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS w,m mE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TIJRE CERTIFICATION TAG A TT ACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE' OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTE'D, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF TI-IE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY: 1. ROUGHENING THE SURFACE TO BE PLANTE'D BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOIL$ SO THAT IT /$ SUITABLE FOR PLANTING BY: a. ADJUSTING TI-IE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT /$ PERMANENTLY LANDSCAPED OR, FOR AREA$ 'M-IERE HYOROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL TI-IE PROJECT /$ COMPLETED AND ALL BONDS RELEASED. -· --- I PUBLIC RICH T - CRUSHED AGGREGATE J"-6"DIA. "'-.. r-,..., __ _ I 7;;;i~ l;~O:~~ ~11l=iil=fll=lll=ffi=II'~ EXISTING GROUND _l_, 14'M/N. mrr m---m_ T CORRUGATED STEEL PANELS PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE ANO PUBLIC RIGHT-OF- WAY ANCHORING DETAIL ,; DRAINAGE AREA LESS THAN 1 ACRE STH.AW B1\Lt DJl<E 1. 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. 4. 8ACKFILL AND COMPACT THE EXCAVATED SOIL. SIJ.T FF:NCE UNLINED ~3VJALE & BER\~ ~--CONCRETE BLOCK • BLOCK-~~CREEN -CRAVEL :3TLT 13ASTN DROP INLET STRAW BALES STAKED Wini TWO STAKES PER BALE COMPACTED SOIL - TO PREVENT PIPING END AND SIDE OVERLAP AT CORNERS 2X6 STRUT(S) REQUIRED WHEN NOTED ON PLANS HAY BALE 31LT 1:31\ Rl-<l El-< STAKED ~ STRAW BALE ~ 2X6 STRUT(S) GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED . • GRAVEL BAG ROWS SHALL BE PLACED ALONG DRIVEWAYS AND PARKING AREAS IN ACCORDANCE WITH THE FOLLOWING TABLE: SLOPE GRADIENT 0 -4% 4 -10% OVER 10% . ' INTERVAL 100 FEET 50 FEET 25 FEET BENCH MARK Tl£ BASIS CF 8..EVATIONS FOR THIS SURVEY IS Tl£ COUNTY CF SAN DIEGO BENCH MARK TIJR4W11 14J. 9J5 JAC, Tl£ STREET CF;NTER/..1/'E MONUIENT ON El.. CAMINO REAL, 0, 72 MILES NORT/£Rt..Y CF ENCINITAS BOl.1..EVARD El.EV. 143. 935 POINTS A SHOULD BE HIGHER THAN POINT B lliAY '11\l,E CI-ll:CK DAM 6 IN (15 CM) Yf•~· j '"/li'l\lc._ ',t(~ii~. ~p, "" )., "' c9i'lt£g/;'.J:i<@::r,Q9> j (A) L=DISTANCE SUCH n!AT POINTS A AND B ARE OF EQUAL [LEVA T/ON GRAVEL CHECK DAM , __ 2' -j I . I i ---·-·--, f I I I ' ' I ~ DIRECTION OF FLOW ~ ~ ,.. ------~ ~ ~ ~ ~ _, ....... ,.. 135' ~ ~ \ • • r ~G:: • • J ) f ¥ r IT I (A/ ~-·-----~ 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH INLET OPENING ' ' i CURB Gl<AVEL DAG PROTECTlOl\ FOR ll\JLET I\J FLO\VBY CONDITION BY: /4-f~ OAT£: 0$/2~ STEVEN J. HARRISON?iiCt 65198 £XP. 09-30-07 I LEGEND DESCRIPTION QUANTITY SYMBOL STABIIJZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED ~WALE & BERM \ D-75 LINED $WALE ----~ ----- u u u u IJMITS OF CLEARING & GRADING GRAVEL BAGS II AS BUILT" , lh --J?fhM4rn--oz/41//47 RCF65J't8 EXP ~.fez DATE REV!EvlED BY, -'7":. r. • e ~-'-'"'7 INSPECTOR DATE ~ 1----+--+----------~--+-----lf---+----I '-I ~::::=H6E=ET=-' =C=I=T=Y::::::::::=O:::F::::::::::::'C:=:A=R=L=S=B=A=D::::=.=I :~;g==!I ~ .ENGINEERING DEPARTMENT COASTI...INE COMMUNITY CHURCH EROSION CONTROL PLAN APPROVt.u: GL!;:NN Tf-!QMe-~ PRUIM dr l,A --~ ·~. < ~A/. q1,, lNGINEE~ 512i~REs 9/30/01 ufrY"' t-~-2·«A-T~-c/orl--:ls.N:-CJ,ITl;,l""AL-I-Jj7r\-j:Js~=::.:,<:r""),.,/:L:=,--++=:_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_:-::_.-::_-::_-::_~~-=--=--=--=-:-=--=--=--=-~~-=--=--=-~ ;:;0:i;:W;;N:;:::;B:;;Y=, =~=~=.=.~;:==~P==R=o=JE;C:::T=N~o.==;;=D=RA=w=1:=NG=N=O=:. f--'--DA_T.,;...E -L._INI_TIA_L-+--_DA_TE_,__I_NIT_IA_L-l (;HKD BY: BDP 02-16 423-1A ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I· I I I I• - ,. " £ '" " ,-. ,., w " ,.. " '" " ,., " "' " ,:, l'l "' ,., ' '" -• '" ' " ;-; ' " - I . ' 0 =E 0) G') 0 ~ .,, I\) ~ 0 w I ~ I I I \ F...; "'•II 'im!~~ FUSCOE INIINIII 6390 Greenwich . I N I Sen Die o ~nva, Suite 170 tol 858 554 19 , California 92122 · • 500 ofa WWW f x B5B.597.0335 , uscoe.com I I l 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 80 120 I -- -i IN FEET BY: STEV£N J. HARRI I . RC£ 6~198 DA1E-O~-✓o EXP. 09-30-07 "/~c ,c BENCH MARK Tl-£ BASIS OF El.E~ go::rr.,:sSAN OIEfi=~THIS SURVEY IS Tf£ REAL, o.12n::.fsCEN~RLI1£ ~flZ~4W11 143.935 NORTf£RLY OF ON a GAMIN El.EV. 143. 935 E:NCINITAS BOll.EVA~D -----· 1 REVISION DA CE INITIAL DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL // AS BUIL Tl/ sl.-!l fr. - RCE 6S-( 9' :f ..l,.4"41(1]/J 0;l /;({ /(J ~ EXP Q_'fn-,/o / • 7 ;REV!Ew'ED BY, 1 ' 7 DATE GRADING INSPECT~ / t:-_w/1,, CITY OF C DATE ENGINEERING D ARLSBAD w PLANS EPARTMENT 0 FOR: COASTIJNE COM EROSION CQ MUN/TY CHURCH APPROVED· NTROL PLAN . GLENN THOMAS ' PRUIM CITY ENGINEE~ ~~r,r OWN BY: 5127 ~.-EXPIRES g JO CHKD BY-~ 07 RVWD BY: ~ SDPROJECT NO. P 02-16 'j /,,./,:,""- D~ TE:7 DRAWING NO 423-1A. r·.......-.. C CURB DATA NO. DELTA/BRG RADIUS LENGTH 1 /j;: 90"00' 14" 3.00' 4. 71' 2 /j;: 89°12'49• 3 .00' 4 .67' 3 /j;: 90"58'25" 3.00' 4 .76' 4 /j;: 90•00·00· 3 .00' 4. 71' 5 /j;: 89"21 '05" 3 .00' 4 .68' 6 l /j;: 89"21 '05" 3 .00 ' 4.68' 7 /j;: 90•24•02· 2 .00' 3 . 16' 8 /j;: 133"59'31" 3 .00' 7 .02' 9 /j;: 90•02'39• 3 .00' 4. 71' 10 /j;: 01 ·22' 59• 3896 .29' 94 .05' 11 /j;: 115•21 '33• 3 .00' 6 .04' 12 /j;: 90"02'39" 3 .00' 4. 71' 13 /j;: 90•02'39• 3 .00' 4. 71' 14 /j;: 90"00'00" 3.00' 4. 71' 15 /Ji;=. 90•00·00· 3.00' 4 . 71' 16 N10"02' 12"W --41.98' 17 /j;: 19•14'25• 49.50' 16.62' 18 N77"36'03"W --15 .02' 19 N76 • 14' 40"W --15 .02' ?01 N72"50 '03"W --15 .00' 21 N17"09'57"E --48.05' /j;: 04"07'23" 265.39' 19. 10· 31 /j;: 79 •35 • 19" 76 .00' 105.57' 4 N81 "46' 28"E --27.90' 5 /j;: 03"24 '36" 233 .57' 13.90' 26 N17"09'57"E --24.78' 2 /j;: 10•51 •55• 280.00' 53 .10' oa N86"19'54"W --82.09' 29 /j;: 02•25 ' 11" 280 .00' 11.82' 30 /j;: 180"55'48" 4.94' 15.59' 311 N02"34'09"E --13.20' 3 ·1 /j;: 78°50 '31" 4 .00' 5.50' 33 /j;: 00·00 '33• 288.00' 0.05' 34 N06"18'22"E --15.99' 35 /j;: 05"28 ' 18" 275.00' 26.26' 36 /j;: 02°24'05" 262.00' 10.98' 3 /j;: 01•59•40• 313.39' 10. 91' 38 N01 • 14' 55"E --15.02' 39 N02"27•oo·w --15.02' 40 N13"18'55"W --16.50' 41 /j;: 102'46'32" 49 .50' 88.79' 4 N82"02 ' 19"E --17.72' 431 1'F 132•34 •55• 2.50' 5.78' 441 N12"25'35"W --14. 13' 45) N14"26'08"W --15.00' 46 /j;: 161"23'17" 4.00' 11 .27' 4' /j;: 00·11'44• 3878.29' 13.24' 48 N11"13'02"W --14. 15' 49 N63"25'36"E --14.23' 50 N50"48'27"W --15.59' 51 N14"41 '40"W --15.00' 52 N67"57 '38"W --20.05' 53 /j;: 05"10'27" 3938.29' 355.66' 54 /j;: 37•00•24• 18.00' 11 .63 ' 55 /j;: 24"27'32" 100 .00· 42.69' 56 N11"13'02"W --15.00' 5. /j;: 50•07•55" 49.50' 43 .31 ' 58 N47"27'09"W --13.67' 59 N19"44'22"E --17. 14 ' 60 /j;: 02·00•33• 3878.29' 136.00' 61 N76.05'56"W --14.97' 62 N17"09'57"E --56.98' 63 /j;: 03•15•53• 161.57 ' 9 .21' 64 N20"57'03"W --15.00' 65 /j;: 00•35•27• 3878 .29' 40.00' 66 /j;: 64"58'57" 12.00 ' 13.61' 67 /j;: 91 •29' 10· 4.50' 7. 19 ' 68 /j;: 46"52'33" 6.00' 4. 91 ' 69 N69"02'57"E --16 .51 ' 70 /j;: 00·10' 14" 3896 .29' 11 .60' 71 N69"02'57"E --18 .56' '2 /j;: 80"49'30" 52.00' 73.35' 73 /j;: 12·21 ·oo· 160.00' 34.49' 74 N01 • 12' 49"E --20.75' 75 N33"18 '03"W --13.44' 76 /j;: 07•39'02· 188.00' 25. 10' N20"57'03"W --15.00' 78) /j;: 06"59 '58" 178.00' 21.75' 791 /j;: 15"31 '36" 319.39' 86.55' :ii?"" .... ,, 0i!!!!-~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 1 70 San Diego, California 92122 tel 858.554.1500 ofox 858.597.0335 www.fuscoe.com C: \DWC12 \C~Si;!-l]P.Ov;G 12/12/9◄ REMARKS 6"C\.RB • • • • • • • • • • • • • • • • 6"ems I( GUTTER 6" CURB • • • • • • • • • • 6"emB I( GUTTER 6" CURB • • ·o· HEIGHT CURB • • • • 6"CURB k GUTTER • • 6" CURB • • •o• HEIGHT CURB • • • • 5• CURB k GUTTER 6" CURB . . • • • • • • 5• CURB k GUTTER • • 6" ClRB •o• HEIGHT CURB • • 6"CURB • ems I( GUTTER , • • 6" CURB • • • • • • • • • • 15. ems I( GUTTER 6" CURB • . • • • • • • • • • • • • • • • • ·o· HEIGHT CURB • • • • 6" CURB • • • • • • • • • • • • • • 5• CURB k GUTTER 6" CURB • • • • • • • • • • 5• ClRB k GUTTER ---_______ .;... __ ..... ..._ ½½ ·x- \ - --;{>\~ CURB NO. DELTA/BRG RADIUS 80 N69"02'57"E -- 81 /j;: 60"17'55" 88.00' 8 N12"05'06"W -- 83 /j;: 60" 17 '55" 112 .00 ' 84 /j;: 28"21'43" 179.57' 85 N12"05'06"W -- 86 N02"11 '09"E -- 8 N69"02'57"E -- 88 /j;: 20•50'08" 202.00· 89 /j;: 30"26'25" 215.57' 90 N17"09'57"E - 91 /j;: 10·12•34• 283.39' ----1 .._,f<-::----I DATA LENGTH REMARKS 10.38' • • 92.61' • • 3.80' • • 117 .87' 5• CURB k GUTTER 88.89' • • 9.83' • • 93.62' 6" CURB 26 .60' ii. CURB k GUTTER 73.46' • • 114 .53' • • 32 .85' • • 50.50' • • CENTERLINE DATA NO . DELTA/BRG RADIUS LENGTH REMARKS lJJ /j;: 05"07'09" 3908.29' 349.19' • • m /j;: 21"27'26" 247 .00' 92.50' •• DJ /j;: 95"15'06" 64.00' 106 .40' •• IT] N01"12'49"E --20.75' •• [fil 1'F 07"39 '02" 200 .00· 26 . 71' •• []] 1'F 23"36 '10" 301.39' 124.16' •• IT] N17"09'57"E --92.83' •• []] 1'F 38"06 '55" 197.57' 131.43' • • I]] N81"59'45"W --6.73 ' •• ffQl 1'F 04"20'09" 300.00' 22 .70' •• [j] N86"19'54"W --82.09' •• li1l /j;: 24"37'09" 250 .00' 107.42' •• [j] N69"02'57"E --56.35' •• [HJ """20•50'08" 190 .00' 69.09' •• IIfil /j;: 60"17'55" 100 .00' 105.24' •• [j]] N12"05'06"W --27.87' •• -- CALLE BARCELONA --~=-------·---------=-==--===- -.....-- - 30 90 I =------ GRAPHIC SCALE IN FEET -• •---...,, '' '""""'-'-\..II V"1 -- ------- ------+---- BENCH MARK Tf£ BASIS OF El.EVATI/X'/S HR THIS SIRVfY IS Tf£ C(J(,f,/TY OF SAN DIEGO BENCH MARK T1JR41f11 143. 935 JAG, Tl£ STR£ET CENTEJILIIE l.l1'UENT CW EL CAI.IIIKJ REAL , 0.72 MILES NCRT/£RLY OF ENCINITAS BOU.EVARD ELEV. 143 .935 ..... BY: <;t, "• a4,<~..;n..., DATE: o¢~/4s ST[VfN J. HARRISON ¥er 65198 EXP. 09-J0-07 j ~ ti i No. RCE 65198 EXP. 9-30-07 Civil 11 AS BUIL T11 SL -.~ c➔/;1;/07 RCF 6 5 /ff EXP .0 1/10,/0 7 DATE REVJE',/ED BY , INSPECTOR DATE 1-------+--+------------+--+---+--1------1 I sH E8ET I CITY o F CARL SBAD ~o :==='-'===E:'::N=G::':JN=E=:E=:R::':J=NG==:D:::::E':::P=A=R=T M::':E::::N=T==:::'....':LJQ_j==::::: 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: COASTLINE COMMUMTY CHURCH HORIZONTAL CONTROL PLAN APPROVED: GLENN THOM AS PRUIM er ./4, <..c «r n ~ -· e i I CITY ENGINEER .:?i: 51274LxPIRES 9 30 07 DWN BY: PROJECT NO. DRAWING NO. ~~~g ~~· ~ ~_S_D_P~0_2_-_16~---"--42_3_-_1A_______J 0509 06 030507 ) z ~ "'''I ·m~~ FUSCOE I N t I N I I I I N t 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 •fox 858.597.0335 www.fuscoe.com ------------- CALLE BARCELONA L-' - 4+00 -I -~=-====== ---------- --_-Q,,, ---~ •d -' ------~----- 30 15 0 30 60 90 ~I -~.----1 __ l.----_____,I GRAPHIC SCALE IN FEET . . . ,... . . .. .... =· Jr so --- ... BENCH MARK Tl-£ BASIS OF ELEVATICX'/S FCR THIS SI.RVEY IS Tl£ COU/TY OF SAN DIEGO BODI MARK T1JR4W11 143. 935 JAG, Tl£ STREET CENTER!.!/£ MCVUENT ON EL CAMINO REAL, 0.72 MILES NORT/£RL Y OF ENCINITAS 801.A.EVARD ELEV. 14J.9J5 -----·- CALLE BARCELONA ,r I L --- ';'1 AS BUIL T 11 , )-koe--0 <//.L.a~ 02 ,/;~/oz RCF 6$:(98 EXP . Of'./?o/07 DATE REVIE\./ED BY , INSPECTOR -z/z.1/,7 DATE 1------,f-----+-----------i-------i---i----i-------1 I sH9EET I c ITY o F c ARLS BAD ~o ENGINEERING DEPARTMENT L1Q_j :====-=============-=== Of. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPR OVAL CITY APPROVAL GRADING PLANS FOR: COASTUNE COMt.«NTY CHJRCH CURB AND PAVING PLAN APPROVED: GLENN THOMAS PRUIM d1Y & <c:< W JA,-~c '6 CITY ENGINE t E 5127 ~PIRES 9 30 07 OWN BY: CHKD BY:~ RVWD BY:::::iei:: PROJECT NO. SOP 02-16 ~-------- 'i/«y-, DATE DRAWING NO. 423-1A w " 7 ., " ., 050906 030507 C ta :E 0 C> 'Tl .,:.. .... I\.) ow I ~ OLIVEr'.HAIN MUNICIPAL WATER DISTRICT WAT ER GE NERAL NOTE S POTABL[ WAT[R WORKS SHALL 8£ CONSTRUCT[D IN ACCORDANC[ WITH TH[ O[TAILS AND MA T£RIALS 1. SP[C/F/£0 IN TH[ MOST R[C[NT £0/TION OF TH[ OLIV[NHA IN MUNICIPAL WA T[R DISTRICT (DISTRICT) STANDA RD SP[C/FICA T/ONS AND ORA WINGS FOR TH£ CONSTRUCTION OF WA T[R MAINS ANO FACILIT/£S, INCLUDING ALL AM[NOM[NTS ADOPT£0 PRIOR TO TH[ DISTRICT APPROVAL DAT[ ON TH[S[ PLANS. CONTRACTOR SHALL HAVE A COPY OF TH[ STANDARD SP[C/FICA T/ONS ON TH[ JOB SIT[ AT ALL TIM[S. TH£ SUBMISSION AND R£V/£W OF ALL SUBMITTALS (SHOF 2. ORA WINGS, SIX S[TS) AS R£QUIR£0 BY TH[ STANO ARO SP[C/F/CA TIONS AR[ TO 8£ ACCOMPLISH[O PRIOR TO TH[ PR[-CONSTRUCTION M££TING WITH TH£ DISTRICT INSP[CTOR. UNL[SS OTH[RW/S[ NOT[O, CONN[CTIONS TO [X/STING MAINS SHALL 8£ MAO£ ORY. TH£ TIM[ ANO DURATION OF J. ANY SHUTDOWNS OF [X/ST/NG MAINS SHALL 8£ SUBJ[CT TO APPROVAL BY TH[ DISTRICT. DISTRICT SHALL 8£ NOT/Fl[O TWO WE[KS MINIMUM IN AOVANC[ OF ANY SHUTDOWN. CONTRACTOR SHALL COOROINA T[ WITH DISTRICT ALL 4 ARRANG£M£NTS FOR HIGH-LINING T£MPORARY S[RV/C[S . PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL B[ SCH[DUL[O ON A MONDAY OR FRIDAY. CONTRACTOR SHALL R[V/[W ALL PROPOS[O TR[NCH WORK WITH CAL/OSHA. A COPY OF [X[MPTION L£TT£R OR 5· TR[NCH/NG P[RMIT, IF R£QUIR£0, SHALL B£ SUBMITT[O TO TH[ DISTRICT PRIOR TO CONSTRUCTION. NO WORK MAY B[G/N OR PROC££0 WITHOUT 0/R[CT/ON OF 6 TH[ DISTRICT /NSP[CTOR. CONTRACTOR SHALL NOTIFY TH[ . DISTRICT INSP[CTIONS O[PARTM[NT 48 HOURS B[FOR[ TH[ B[G/NNING OF WORK TO ARRANG[ FOR INSP[CT/ON OF TH£ PROJ[CT. TH[ CONTRACTOR SHALL CALL "DIG AL[RT OF SOUTH£RN 7. CALIFORNIA" TO HAV[ UND[RGROUND S[RV/C[ UT/LIT/[$ LOCA T[D PRIOR TO CONSTRUCTION. T.HIS CALL WILL 8£ MAD[ AT L[AST 48 HOURS IN ADVANC[ PRIOR TO ANY WORK 8[/NG P[RFORM[D IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHON[: 800-227-2600). ALL [X/STING FACILIT/[S WHICH MAY AFF[CT PROJ[CT 8 CONSTRU CTION, /.£. LIN[ CROSSINGS, LIN[ PARALL[LING, . OR PROPOS[O CONN[CT/ONS SHALL B£ F/£LD V[R/Fl[D B[FOR[ ANY CONSTRUCTION B[G/NS. TH£ CONTRACTOR SHALL FURNISH AND INSTALL P[R TH[ STANDARD SP[C/FICA TIONS TH[ APPROPRIA T[ BUR/£0 9· UTILITY WARNING AND ID[NTIFICA TION TAP[ ABOV[ ALL PUBLIC WA T[R LIN[S INCLUDING WA T[R LA T£RALS LOCA T£0 IN PUBLIC RIGHT-OF-WAY. WH£R£ £L£VA TIONS AND GRAD[S AR[ NOT SHOWN ON TH[ IO WAT[R MAIN PROFIL[, TOP OF PIP[ PROFIL[ IS 48 INCH[S . B[LOW C[NT[RL/N[ OF FINISH GRAD[ OF STR[[T. 1. ALL 0£FL£CTIONS (HORIZONTAL AND V[RTICAL) SHALL B[ MAO[ BY US£ OF JOINT COUPLINGS WITH 4" MAXIMUM O[FL[CTION P[R COUPLING (2" P[R JOINT). NO B[NDING (CURVING) OF PIP[ SHALL 8[ P[RMITT[O. MANUAL AIR R£L£AS£S SHALL B£ INSTALL£0 AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN T.H[ 11· WAT[R MAIN PROFIL[. PLAC[ MANUAL AIR R[L[AS[S AND BLOW-OFFS WITHIN M[T[R BOX AND LOCA T[ B[H/ND CURB UNL[SS OTH[RW/S[ APPROV[D BY DISTRICT'S R[PR[S[NTA T/V[. FIR[ HYDRANTS MAY B£ US[D IN Ll[U OF A MANUAL AIR R[L[AS[ OR BLOW-OFF WH[N LOCA T[D AT OR N[AR HIGH OR LOW POINTS, AS APPROV£0 BY TH[ DISTRICT'S R[PR[S[NTA TIV[. INSTALL A MINIMUM 1-/NCH WAT[R S[RVIC[ TO [ACH LOT. M£T£R SHALL 8£ LOCA T£0 F/V[ F££T FROM A SID[ LOT 12· LIN£. A ¾" HIGH L£TT£R ''W" SHALL B£ CH/S[L[D IN TOP OF [X/STING CURB OR IMPRINT£0 IN N[W CURB AT ALL WA T[R S[RV/C[ CROSSINGS. M[T[R BOX[S SHALL NOT B£ PLAC[D WITHIN DR/V[WAYS lJ OR S/O[WALKS WITHOUT TH[ DISTRICT'S PRIOR WRITT[N . CONS[,\/ T. ALL WA T[R SERV/C[S FOR /RR/GA TION, MUL TIPL[ 14 R[SID[NT/AL COMPL[X[S, COMM[RCIAL OR INDUSTRIAL · O[V£LOPM[NT SHALL HA V[ APPROV[O BACKFLOW PR£V£NTION O[V/S[ ON CUSTOM[R'S SID[ OF WAT[R M£T£R. 19. CONTRACTOR SHALL Tl[ OFF ALL VAL V[ LOCATIONS AND 15 PROV/0[ WRITT[N 0/M[NS/ONS TO INSP[CTOR IMM[D/A T£L Y . UPON /NSTALLA TION OF VALV[S. LIN[ VAL V£S, W/-l[R[ R[QU/R[D AT STR££T INT[RS[CTIONS 16 SHALL 8£ LOCA T[O ON TH£ PROLONGATION OF TH[ . STR££T RIGHT-OF-WAY W/-l[N[V[R POSS/BL[. FIR[ HYDRANTS, AS APPROV[O BY TH£ APPROPR/A T[ FIR[ DISTRICT AND M[[T/NG TH£ DISTRICT'S STANDARD 17· SP[C/FICA TIONS, AR[ TO B£ INSTALL[D AT LOCATIONS SP[C/F/£0 BY TH[ FIR[ DISTRICT. ALL O[S/GN CHANG[S TO TH[ WA T£R SYST[M SHALL B£ 18 APPROV[O BY TH[ DISTRICT R[PR[S[NTA TIV[ IN WRITING PRIOR TO CONSTRUCTION AND ACC[PTANC[ BY TH[ DISTRICT. TH[ WA T[R SYST[M SHALL B£ PR[SSUR[ T[ST£0 IN ACCORDANC[ WITH TH[ PROC[OUR[S IN TH[ OMWD 19· STANDARD SP[C/FICA TIONS. TH[ CLASS OF PIP[ SHALL B£ US[O AS TH[ O[S/GNA T[O WORKING PR[SSUR[ FOR T[ST/NG ALL PIP[, VAL V£S (CLOS[O), ANO APPURT[NANC[S. s::.. ... ,,, .ii!!!,~ FUS CO E I N t I N I I I I N t 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554. l 500 <fox 858.597.0335 www.fuscoe.com 12/11/94 OLIVENHAIN MUNIC IPAL WATER DISTRICT WATER GENERAL NOTES 20. PIP[LIN[S AND APPURT[NANC[S SHALL 8£ 0/SINF[CT[D IN ACCORDANC[ WITH S[CT/ON 15401 OF TH[ OMWD STANDARD SP[C/FICATIONS PRIOR TO Tl[-IN OR CONN[CT/ON TO [XIST/NG SYST[M FACIL/Tl[S. BACT[R/OLOG/C QUALITY T[ST R[SUL TS SHALL CONFORM TO TH[ CRIT£RIA SP[C/Fl[D IN THAT SP[C/FICA TION. 21. CONTRACT R[CORD DRAWINGS MUST 8£ SUBMITT[D PRIOR TO FINAL ACC[PTANC[ OF WORK. TH[ PL ANS MUST PROV/0[ POST CONSTRUCTION V[R/F/CA TION OF TH[ LOCATION AND [L[VA TION OF P/P[S AND APPURT[NANC[S. CONTRACTOR SHALL GUARANT££ ALL WORK FOR A P[R/00 OF ON[ (1) Y£AR AFT[R TH[ DAT[ OF ACC[PTANC[ OF TH[ PROJ[CT. CONTRACTOR SHALL R[PAIR OR R£PLAC£ ANY OR ALL SUCH WORK, TOG[TH[R WITH ANY OTH[R WORK WI-I/CH MAY 8£ 0/SPLAC[D IN SO DOING THAT MAY PROV£ 0£F£CTIV£ IN WORKMANSHIP AND/OR MAT[RIALS WITHIN TH£ ON£ Y£AR P[R/00 FROM TH£ DAT[ OF ACC£PTANC£ WITHOUT [XP£NS£ WI-IA TSO[V[R TO TH£ DISTRICT, ORDINARY W[AR AND T[AR, UNUSUAL ABUS[ OR N£GL£CT £XC£PT£0. 22. FOR ALL APPL/CA T/ONS UTILIZING NON-H[X H[AD BOLTS, INCLUDING BUT NOT LIM/T[D TO T-BOL TS ON M[CHANICAL JOINT FITTINGS, TH[ BOLTS AND NUTS SHALL 8£ GOA T[D WITH A FLUOROPOL YM[R CORROSION INHIBITING COATING. TH£ GOA TING SYST[M SHALL 8£ TR/PAC 2000 BLU[ GOA TING SYST[M, OR DISTRICT APPROV[D [QUAL. TH[ PROPOS[D COATING SYST[M SHALL B£ APPROV[D BY TH£ DISTRICT PRIOR TO INSTALLATION IN TH£ F/[LO. TH£ GOA TING SYST[M SHALL 8£ APPL/£0 P[R TH£ MANUFACTUR[R'S R£COMM£NDATIONS. LEUCADIA WASTEWATER DISTRICT SEWER NOTES 1. Lll!J APPROVAL OF TH[SE PLANS DOES NOT R£LIEV£ THE APPLICANT. PR/VAT[ ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORR[CTION OF ERRORS ANO OMISSIONS DISCOVERED DURING OR AFT£R CONSTRUCTION. 2. ALL O[S/GN MATERIALS AND CONSTRUCTION WORK SHALL CONFORM TO TH[ L[UCADIA WASTEWA T£R DISTRICT (Lll!J) Sfl\fR STANDARDS, THE REQU/R[M[NTS OF TH[ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRE[N BOOK), ANO THE REGIONAL STANDARD ORA WINGS, MOST CURRENT f:OlnONS. IN THE EVENT OF CONFLICT TH[ Lll!J SEWER STANDARDS GO'VERN. 3. OSHA SAFETY ORO[RS AND OSHA CONFINED SPAC[ ENTRY REQUIREMENTS SHALL BE FOLLO WED AT ALL TIM[S WITHOUT EXC[PTION. 4. THE CONTRA CTOR SHALL HA V£ A COPY OF THE SEWER NOTES 2 & 3 OOCUM[NTS ON TH£ JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANT£E ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DAT[ OF FINAL ACCEPTANC[ BY Lll!J AND SHALL REPAIR OR REPLACE ANY WORK THAT MA Y PROV£ DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN TH[ ONE YEAR P[R/00 WITHOUT ANY EXP[NSE WHATSO[V£R TO Lll!J. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL S[CUR[ AN A Lll!J P[RMIT FOR CONSTRUCTION ANO SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO Lll!J PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY Lll!J DOES NOT CONST/TUT£ A REPR£S£NTA TION OF TH£ ACCURACY OR OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIM/ TS OF THIS PROJECT. 8. ALL R[VISIONS TO DRAWINGS SHALL BE APPROV£D BY THE LIi!) DISTRICT ENG/N[[R IN WlllnNG PRIOR TO CONSTRUCTION. 9. CONN[CT/ONS TO EXISTING S[WER PIPE OR MANHOLES SHALL ONLY BE DON[ IN TH[ DIRECT PR[SENCE OF THE L II!) INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLO W TO EXISTING S[\1-fR UNTIL AFT£R FINAL ACCEPTANCE OF ALL UPSTR[AM WORK BY THE Lll!J INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVIC[ LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO TH£ SEll-fR MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY Lll!J ON THE PLANS. 11. A 2" HIGH "S" SHALL B[ /NSCR/B[D ON TH£ CURB FACE AT [ACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAG[ SH/HOED COPPER WIRE SHALL BE BURIED OV£R EACH LATERAL. THE WIRE SHALL £XTEND UP TO A 2" COPPER TAG TIED ANO SOLDERED TO THE WIRE. TH[ TAG OV£R THE SEWER MA IN SHALL TERM/NA TE 6" ABOVE PAVING SURGED WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OV£R THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVE WA YS. 14. ALL SE'l!fRS ANO LATERALS SHALL BE WA YN[ BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTOR'S EXPENSE PRIOR TO CONSIOERA TION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES ANO UTILITY LATERALS. 15. ALL S['l!fRS ANO LATERALS SHALL B[ IN PLACE AND SHALL HA V£ FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. I I I I I I \ \ I 5 !~ BY: le. 0 1/~ DATE, ---L-,/f-'-/c__,_,r !t_as_ STEV£N J. HARRISON RCE 65198 EXP. 09-30-0 7 r / I I I I SEWER LATERAL TAB LE NO. S/Z[ STATION /[ @ MAIN DROP TO MAIN L[N GTH 6" 21+86 79.68 1.J' 40 ' _.....,.. ------,..:._,.. ~ . -----•" _:::...::--- 1£<11PL GROUND @ PL 81.J 87.J' oRIVE SLOP[ 4.10% LEUCADIA WASTEWATER DISTRICT A ~ j ~ ,,JI=. APPROVED BY LWD ENGINEER {_z.L'l.1/0 t ~.k.-.L ct?..-.~ STEVE DEERING, DUDEK ASSOCIATES I/) No. RCE 6519 EXP. 9-30- RCE 26514 EXP. 03-31-06 OLIVENHAIN WATER DISTRICT OMWD WO# 430760 GEORGE R. BRIEST ENGINEERING MANAGER NOTE: SIGNATURE EXPIRES TWO YEARS AFTER DATE DATE DATE 80 120 1------,1 GRAPf l!C SCALE IN FEET BENCH MARK Tl£ BASIS OF [LEVA TI/J'JS FOR THIS SU?\1£Y IS Tl£ CWTY OF SAN DI[GO EDO/ W.RK T1JR4W11 143. 935 JAG , Tl£ STRffT CENT£RLI/'E 1JO!,U,£NT ct/ £L CAI.IIM:J R£AL , 0.72 1./IL[S Na?T/£RlY OF [NCINITAS BOUEVARD £L£V .. 143. 935 r/07/CJS ( I J./ /;_, A< ~ J;; L1 1.'f FfR t: -.;;;R V/CCC :;./,u /tJi \ I tJ Ii j. 5 I• ()/17 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK RE\ISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I 11 AS BUIL T11 '<;£,.~ r ~ .i m--b2,/,; f/o,7 RCE 6~z m I EXP . 0 t; ,/JQ,LC!T DATE REVIEl.'ED BY: ~-~ ~I z./2.1/vz I NSPEC TO R DATE u[] CITY OF CARLSBAD UQJ ' ENGINEERING DEP AR TMENT . GRADING PLANS FOR: WATER AND SEWER SERVICES APPROVED: G LE NN Tt40>-'\1'5 PRUI/V\ qr ... /4 efc "W ~·c;..{ CITY ENGi NEE PE 5127 -XPIRES 9110 /07 lf"'/"" ATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY:I SOP 02-16 423-1A RVWD BY: 0 I 0 C ;; ., 0 ' < ~ -LJ < < ' ' ,, • ' "' e ,, w C " C ~ 050906 030507 0 :E .... 0 C) 0 .,::. Tl I\) .... w 0 I !i: