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HomeMy WebLinkAboutDWG 467-1A; CUP 139B; ST ELIZABETH SETON CATHOLIC CHURCH; 01-08I : ,I I ' ! ' ' ' ~ C'l I a ._.., ~ :'l ~ ~ ~ j I " ~ I ~ I ! "i X I ' l 'i ,, i ,, ,, i j ! J iii ~ f "Si' GRADING NOTES (IN ADDITION TO 7HE REQUIREMENTS OF CHAPTER 15.16 OF 7HE CARLSBAD MUNICIPAL CODE.) 1. 77-/IS PLAN SUPERSEDES ALL 077-IER PLANS PREVIOUSLY APPROVED BY 77-IE CITY OF CARLSBAD REGARDING GRADING SHOWN ON 77-IIS SET OF PLANS. 2. APPROVAL OF 77-/IS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 77-IE CARLSBAD MUNICIPAL CODf, RESOLUnON OF CONDlnONAL APPROVAL, CITY STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS 77-IEY MAY PERTAIN TO 77-IIS PROJECT. 77-IE ENGINEER IN RESPONSIBLf CHARGE SHALL REVISE 77-1£SE PLANS WH£N NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR £NG/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCnON. ALL PLAN REVISIONS SHALL BE PROMP7l Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS f\fLL AS ADDlnONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CJ TY OF CARLSBAD AS AN ADDJnONAL INSURED ON THE PERMITTEE'S POLICY IN 77-IE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCf COMPANY WRITING 77-IE POLICY MUST HAVE A RATING OF 'A-' OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY 'BESTS' KEY RA nNG GUIDE. 5. UNLESS EXEMPTED BY S£CnON J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE S£PARA TE PERMITS FROM THE BUILDING D£PARTM£NT. 6. NO WORK SHALL BE COMM£NC£D UNTIL ALL PERMITS HAVE B£EN OBTAINED FROM THE CITY AND OTH£R APPROPRIATE: AGENCIES. 7. APPROVAL OF 77-IESE PLANS BY 77-IE CITY ENGINEER DOES NOT AU77-IORIZE ANY WRK OR GRADING TO BE PERFORMED UNTIL 77-IE PROPERTY OWNER'S PERMISSION HAS BE£N OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO 77-IESE PLANS Wi77-IOUT 77-IE WRITTEN APPROVAL OF 77-IE CJ TY ENGINEER, NO TED Wi 77-IIN 77-IE REVISION BLOCK, ON THF: APPROPRIATE SHEET OF 77-IE PLANS AND THE TITT.E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDlnONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTH£R EMERGENCY VEHICLES SHALL BE MAINTAINED TO 77-IE PROJECT SITE AT ALL nMES DURING CONSTRUCTION. 12. WH£RE TRENCHES ARE WiTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACnON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS M£CHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR 'MTHIN TWO WORKING DAYS OF THE COMPLEnON OF FIELD TEST$. 13. A SOILS COMPACnON REPORT AND COMPLIANCE VER/FICA noN REGARDING ADHERENCE TO R£COMMENDA noNS OU7l/NED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHA~L BE DONE UND£R THE DIRECnON OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTfD IN ACCORDANCE 'MTH lHE CITY OF CARLSBAD STANDARD SPEC/FICA noNS AND 77-IE • EARTHWRK SPECIF/CATIONS • ATTACHED TO lHE PRELIMINARY SOILS INVESnGA noN. DAILY FIELD COMPACnON REPORTS WILL BE SUBMITTED TO lHE PROJECT INSPECTOR. 14. A PRECONSTRUCDON MEETING SHALL BE HELD AT 7J-/E S17E PRIOR TO llif; B£G/NN/NG Of OORK AND SHALL BE ATTENDED BY ALL R£PR[S[NTA TIYfS RESPONSIBLE FOR CONSTRUCTION. INSPECnON. SUPERVISION. TESTING AND ALL OlHER ASP£C1S Of 7J-/E OORK, 77-IE CONTRACTOR SHALL REQUEST A PRECONSTRUCnON MEETING BY CALLING 77-IE INSPECnON LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARnNG CONSTRUCT/ON. THE CONTRACTOR WILL /HEN BE CONTACTED BY lHE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCnON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 77-IE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT lHE MEE:TING. 15. Al I IN$PECDON REQUfSTS Olli£R 11-IAN FOR PR£CONS7RUCVON MITT/NG WU L BE MADE B'( CAIi iNG TI-iF FNG/N£FRING 24 HOVR INSffCDON R£Ql/f$T I/NF AT (760) 438-3891. IN$PECDON REQU£ST MUST B£ R[C£/VfD PRIOR TO 2: 00 eu ON THE DAY BEFORE THE INSPECTION IS N£EDED. /NSP£CnONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD£ AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TfR. 16. lHE OWNER AND/OR APPLICANT lHROUGH lHE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO, ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULAnONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECnON 6705 BY SUBMITTING A DETAIL PLAN TO lHE CITY ENGINEER , ANO/OR CONCERNED AGENCY SHOWING lHE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECnON FROM THE HAZARD OF CAVING GROUND OUR/NG THE £XCAVA TION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA noN TH£R£/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE F££T (5') OR MORE IN DEPTH AND APPROVED BY 77-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. tf lliE PLAN VARIES FROM TI-i£ SHORING SYSTEM STANDARDS ESTABLISHED BY lHE CONSTRUCnON SAFETY ORDERS. Ti11E 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REG/ST£Rm £NGJNITR AT 7J-/E CON7RACTORS EXPENSE, A COPY OF lHE OSHA EXCAVA noN PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA nON. 18. NO BLASTING SHALL BE P£RFORM£D UNTIL A VALID BLASTING PERMIT HAS B£EN OBTAINED FROM 77-IE CITY OF CARLSBAD. SUBMIT APPL/CA nON FOR BLASTING PERMIT f\fLL IN ADVANCE OF THE SCHEDULING OF BLASTING OP£RA noNS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA. DURING CONSTRUCnON, OPERATIONS WILL CEASE IMMEDIATELY. AND 77-IE P£RMITTE£ .WLL NOTIFY THE CITY ENGINEER. OPERA nONS .WLL NOT RESTART UNTIL TH£ P£RMITTEE HAS R£C£/VED 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 OP£RA noN OF TRUCKS, EAR77-IMOVING EQUIPMENT, CONSTRUCnON EQU(PM£NT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD B£Tfl,f£N 7: 00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EAR77-IMOVING OR GRADING OPERA nONS SHALL BE CONDUCTED ON f\fEK£NDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT 77-IE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 77-IE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WRK/NG DAYS PRIOR TO BEGINNING OF WRK. 22. IMPORT MATERIAL SHALL Bf OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY lHE CITY ENGIN££R. 7J-/E CON7RACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY 'MTHIN THE AREA TO BE GRADED. NO TR££$ ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL nNG IN 77-IE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGN£D AND APPROVED SET OF £ROS/ON CONTROL PLANS. £ROS/ON CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY £NGINE£R OR AS DIRECTED BY THE PROJECT INSP£CTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS S£CnON. THE SITE SHALL BE L£FT IN A NEAT AND ORDERLY CONDlnON. ALt STONES, ROOTS OR OTH£R DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A S/TE APPROVED OF BY 77-IE: CITY £NG/NEER. 27. ALL SLOPES SHALL 8£ /RR/GA TED, STABILIZ£D, PLANTED AND/OR HYDROS£EDED WiTHIN TEN (10) DAYS OF lHE: nME: WH£N f.t,Q/ SLOP£ IS BROUGHT TO GRADE AS SHOWN ON 77-IE APPROVED GRADING PLANS. , 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CAR~SBAD LANDSCAPE• MANUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 467-IL , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNI~ DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE lHE WORK OF TH£SE GRADING PLANS 'MTH THAT SHOWN ON BOTH THE LANDSCAPE AND /RRIGA T/ON PLANS AND THE: IMPROVEMENT PLANS AS REQUIRED FOR THIS WRK IN ACCORDANCE 'MTH lHE LANDSCAPE MANUAL TIME R£QU/R£MFNTS. JO. WH£RE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF lH£ GRADING OPERA noN, IT SHALL BE: REMOVED 'MTHIN Tf\,fNTY F£ET OF BUILDING OR STREET ARE:AS AND REPLACED WilH PROPERLY COMPACTED SOILS. IN OTH£R AREAS THE PIPE WILL BE PLUGGED 'MTH CONCRETE OR REMOVED AS APPROVED BY 77-IE CITY ENGIN££R. JI. THE CONTRACTOR SHALL VERIFY 77-IE LOCA noN OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) Wi77-IIN 77-IE PROJECT SITE SUFFIC1£N7l Y AHEAD OF GRADING TO PERMIT THf REVISION OF THE GRADING PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCA noNS ARE IN CONFLICT 'MTH 77-IE PROPOSED WORK. 32. lHE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPAN/£S (SEE BELOW) AT L£AST 2 FULL WORKING DAYS PRIOR TO STARnNG GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK 'MTH A COMPANY REPRES£NTA nVE. UNDERGROUND SERVICE ALERT SDG&:£ PACIFIC BELL TIME WARNER CABLE cox COMMUN/CA nONs CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEf\fR, WATER & RECLAIMED WA TfR) 'SAN Dl£GUJTO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT 'VALLECITOS WATER DISTRICT '0/./VENHA/N WATER DISTRICT '13UENA SAN/TA noN DISTRICT *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: (8001422-4133 (800 660-7343 (800 892-0123 (760 438-7741 (760 806-9809 (760)434-2980 f 760)4:38-2722 760)63:3-2650 760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 A. FOR CONTROLLED GRADING -THE APPLICANT HIR£S A CIVIL ENG/N££R, SOIL$ £NGIN££R, AND/OR G£0LOG/ST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL lHE WRK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO 77-IE CITY ENGINEER \1A 77-IE PROJECT INSPECTOR {15.16.120 A. 10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA nNG ALL GRADING 1$ COl,IPLETE. ALL £ROS/ON CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WilH CITY CODE AND lHE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY £NG/NEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) R£PORT FROM lHE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA TEM£NT AS TO THE EXPANSIVE QUALITY OF lHE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TfSTS. THE REPORT SHALL ALSO INCLUDE: A STATEMENT BY THE SOILS £NG/N£FR THAT THE GRADING WAS DONE IN ACCORDANCE 'MTH lHE R£QUIR£MENTS AND R£COMMFNDA TIONS OU7l/N£D IN lHE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT Wi1H AS-BUILT GEOLOGIC PLAN, IF R£QUJRED BY lHE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WiTHIN ONE (1) Yf:AR AFTER THE CITY ENGIN£FR'S APPROVAL, TH£SE PLANS MAY BE R£QUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE R£QU/R£D FOR ANY SUCH RECHECK. J5. THE SOILS REPORT nn£D SAINT fLIZABf1H SETON CA THOL/C CHUCH, PREPARED BY CONS1RUCnON TESTING & ENG/N££R/NG, INC. DATED 1/10/2004 & UPDATED 5/25/2006, 9/11/2009, 1/29/2010, J/10/2010 & 4/8/2010 SHALL BE CONSIDERED AS A PART OF 77-11S GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WilH TH£ R£COMMENDA TIONS AND SPEC/FICA TIONS CONTAINED IN SAID SOILS REPORT. SOILS ENGINEER'S CERTIFICATE I, DAN T. MA 7H , A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF 7HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 7HE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY 7HA T A SAMPLING AND STUDY OF 7HE: SOIL CONDITIONS PREVALENT Wf7HIN 7HIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BE:TVVEEN 7HE DATES OF ;1?#111 /0 , 20 oyAND /'?"1~ a , 20/0, TWO COPIES OF 7HE SOILS REPORT COMPILED FROM 7HIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 7HE OFFICE OF THE CITY ENGINEER. C::::::::_,. ~ SIGNED: ~ _.) G.E./P. E. NO.: __ __,G,c;.E:,,~2ea,6,,,o,,,5~l'--'=P-'-". E"-. ..,,6cc1 O~lc,;3'--- DA TE: --=.r;'-----='Z::.;?:__-.:.../....co ________ _ LICENSE EXP/RAT/ON DA TE: __ ____,1""2/.""3""'1L/=:20"-'1-"0 __ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE 77-IAT I AM 77-IE £NGIN££R OF WORK FOR 77-11S PROJECT, THAT I HA VE EX£RCIS£D RESPONSIBLE CHARGE OVER lHE DESIGN OF lHE PROJECT AS DEFINED IN SECnON 6703 OF THE BUSINESS AND PROF£SSIONS CODE, AND THAT THE D£SIGN IS CONSISTENT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP£C/FICATIONS BY lHE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: __ ____,,SN""l"-P,,,£$._--"D.,_,Yf:"-'-'AS"'S"'OC.,,,l.c,.A,..TE""S _____ _ ADDRESS: _ _,,8:,c34.,_,,8._CE"-="N'-"1E""R'-'D"'R"-'1VE""-""SU"-'-ITE'-"-'G"'-.----- CJTY, STA TE::~LA~M=ES=A~C~A.,_9=1=94~2~------- TEL£PHON£:·--'("'6""19:.,_)-"o"-'97cc-"'9""2J.,4c.._ _______ _ VICINITY CITY or OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP CITY or ENCINITAS NOT TO SCALE CITY OF VISTA SITE OWNER'S CERTIFICATE I ( WE' ) HEREBY CERTIFY 7HA T A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 0EEN OR WILL 0E RETAINED TO SUPERVISE: OV£R-ALL GRADING ACTIVITY AND ADVISE: ON 7HE COMPACTION AND STABILITY OF THIS SITE. /'- 'Ju~. ~~-~ r./J /4010 ~. DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AN AERIAL PHOTOGRAMM£RTY BY SAN-LO AERIAL SURVEYS DA TED MARCH 10, 2008 AND SUPPLEMENTAL FIELD SURVEY BY SNIPES-D'ff: ASSOC/A TES DA TED OCTOBER 26, 2009. PROJECT LOCATION THIS PROJECT IS LOCATED Wi77-IIN ASSESSORS PARCEL NUMBER(S) 215-330-01 lHE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 342 E_,_,16=9=5 _______ _ LEGAL DESCRIPTION LOT 412 OF LA COSTA MEADOWS UNIT NO. 2, MAP NO. 5905 ADDRESS 6628 SANTA /SABEL STREET CARLSBAO, CA. 92009 BENCH MARK f\fLL MONUMENT DISC 'RCE 23596' AT CENTERLINE OF ALGA ROAD AT EL FIJ£RTf STREET PER CITY OF CARLSBAD DRAWING NO. 337.88. EL£V. ~ 5:37.33 DATUM : MS/.. REFERENCE DRAWINGS DWG. NO. J37.6A ill. NO. 2887-2 ASPHALT PAVEMENT NOTES: 1. PARKING AREAS : 3• MIN. AC I 8' MIN. CL II BASE (95% R.C.)/ 12' SCARIFIED & COMPACTED NA nVE (95% R.C.J'' 2. $AND SEAL PARKING LOTS AS STA TED ON $H£ETS 6 AND 7 •• TO BE VERIFIED BY R-VALUE TEST EARTHWORK QUANTITIES SHEET INDEX 1. nnE/NOTfS 2. KEY MAP 3. -4. DETAIL 5. -7. GRADING PLAN 8. U TILi TY PLAN CUT: 8400 CY FILL: 200 CY IMPORT:----CY £XPORT: 8200 CY REMEDIAL: 500 CY (FOR PERMIT PURPOSE ONLY) REQUIRED TREATMENT CONTROL BMP TABL8 TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. AGREEMENT FILTRATION VEGETATED SWALE PR/VAT[ BMP MAINTfNANCE (i • 7 AGREEMENT FILTRAnON DETENnON BASIN PR/VAT£ BMP MAINTENANCE 6 AGR£EM£NT FILTRAnON GRASSP A VE TURF PRIVA7£ BMP MAINTENANCE 6 , 7 AGREEMENT SUSMP PROJECT PRIORITY --~H=l=GH~-- EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT PETER KRUSE AT (760) 645-2400. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEv1CES ½HEN RAIN IS EMINENT. 3. DEv1CES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED l'YlTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEv1CES TO WORKING ORDER TO THE SATISFACTION OF THE 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 UNFORESEEN CIRCUMSTANCES ½1-IICH MAY ARISE. 6. 11-iE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS \lvliERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTOL MEASURES PROVIDED PER 11-iE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEv1CES SHOWN SHALL BE IN PLACE AT 11-iE END OF EACH WORKING DAY \lvliEN 11-iE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%) Sil T AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE l'YlTH i INCH MINIMUM AGGR£GRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 11-iE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE l'Ylll-i SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. LEUCADIA WASTEWATER DISTRICT SEWER NOTES; 1. L\"1J APPROVAL Of lliESE PLANS DOES NOT RELIEVE lliE APPLICANT, PRIVATE ENGINEER OF \\ORK, OR CONTRACTOR FROM RESPONSIBILITY FOR lliE CORRECTION Of ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. - 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO lliE LEUCADIA WASTEWATER DISlRICT LIIQ SEOCR STANDARDS AND TO lliE REQUIREMENTS OF lliE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK} AND lliE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN lliE EVENT OF CONFLICT lliE LW SE\'/£R STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENlRY REQUIREMENTS SHALL BE FOLL0\'/£0 AT ALL TIMES \\llliOUT EXCEPTION. WORK TO BE DONE lHE GRADING WRK SHALL CONSIST OF THE CONSTRUCnON Of ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FAC/LJTIES, EROSION CONTROi,. FACILJnES, AND PLANTING OF P£RMAN£NT LANDSCAPING AND PR£PARA noN OF AS-8!)/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR RE!)UIRED ON IHI$ SET OF PLANS AND lHE CITY STANDARDS, SPEC/FICA noNS, REQIJ/fr(MENTS, RESOLUnONS AND ORDINANCES CITED ON /HES£ PLAN$. 77-IE GRADING WORK SHALL BE P£RFORM[D IN ACCORDANCE Wi1H lHE FOLLOWING DOCUMENTS, CURRENT AT 77-IE TIME OF CONS1RUCnON, AS DIR£CTED BY 77-IE CITY £NG/N£ER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD [NG/NEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUnON NO. 6520 DATfD 12117/08 5. THE STANDARD SPEC/FICA noNS FOR PUBLIC WRKS CONSTRUCnON (GREEN BOOK). 6. SOILS REPORT AND RECOMM£NDA noNS BY CONSTRUCnON TESTING & £NG/N£ERING, INC. DATED 1/10/2004. 5/25/2008. 9/11/2009. 1/29/2010. 3/10/2010 & 4/8/2010 7. 77-IE SAN DIEGO R£GIONAL STANDARD DRA.WNGS AND AS MAY BE MODIF/£D BY THE CITY OF CARLSBAD STANDARDS. " , 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDlnONS DATED N A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _N,.,,l.~A~---- 10. STORM WATER POLLUnON PREVENnON PLAN SW 10-16 PREPARED BY SNIP£S-D'ff: ASSOCIATES DATED 5/12/2010 'MJID NO. 9 37e.,,,3,"'5.,.8c::,4"-'\2,,_ _______ _ 11. STORM WATER MANAGEMENT PLAN S'M.IP NO. 10-02 PREPARED BY SNIPES-D'ff: ASSOC/A TES DA TED 5fJ0/_2010 12. CALIFORNIA STORM WATER QUALITY ASSOC/A noN BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCnON SITE BMP MANUAL. ,. ...__ (C,. LEGEND DESCRIPTION DWG.NO.• SYMBOL QUANTITY • SORSD UNLESS NQTED., 071/ERWISE:, + MOOIFIED BY CITY STANDARDS PROP£RTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXJSnNG SPOT ELEVA noN DAYLIGHT LINE CUT SLOPE (2: 1 MAX.) D/R£CnON OF DRAINAGE (1% MIN.) BUILDING PERIMETER -------- -1750- -17!50- ~ (17!50:7) --11--y y --- 4. lliE CONTRACTOR SHALL HAVE A COPY OF lliE DOCUMENTS SPECIFIED IN SE\'/£R NOTES 2 & 3 AC PAVEMENT ON lliE JOBSITE AT ALL TIMES. (S£E ASPHALT PAVING NOTES) 27,000 SF 5,770 SF 9,900 SF 5. lliE CONlRACTOR SHALL GUARANTEE ALL \\ORK FOR A PERIOD OF ONE YEAR AFTER lliE DATE OF FINAL ACCEPTANCE BY L\"1J AND SHALL REPAIR OR REPLACE ANY WORK lliAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS \\lllilN lliE ONE YEAR PERIOD \\llliOUT EXPENSE WHATSOEVER TO LW. 6. PRIOR TO BEGINNING SE\'/£R WORK, CONTRACTOR SHALL SECURE A L\"1J PERMIT FOR CONSlRUCTION AND SHALL PRO\o1DE A MINIMUf.l OF 4a HOURS NOTICE TO L\"1J PRIOR TO CONSlRUCTION. 7. APPROVAL OF llilS PLAN BY L\"1J DOES NOT CONSTIT\JTE A REPRESENTATION OF lliE ACCURACY OF lliE LOCATION OF, OR lliE EXISTENCE OR NON-EXISTENCE Of, ANY UNDERGROUND UTIUTY, PIPE, OR STRUCT\JRE \\lllilN lliE LIMITS OF llilS PRO£CT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY lliE L\"1J DISlRICT ENGINEER IN \\RITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SE\'/£R PIPE OR MANHOLES SHALL ONLY BE DONE IN lliE DIRECT PRESENCE Of lliE L\"1J INSPECTOR. NEW SE\'/£R SHALL NOT BE CONNECTED OR ALLO\'/£D TO FLOW TO EXISTING SE\'/£R UNTIL AFTER FINAL ACCEPTANCE or ALL UPSTREAM WORK BY lliE L\l,IJ INSPECTOR, OR AS APPROVED BY DISlRICT ENGINEER. 10. ALL SER\o1CE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO lliE SE\'/£R MAIN UNLESS OlliERWISE SHO\\N AS APPROVED BY L\"1J ON lliE PLANS. 11. All SE\'/£RS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY lliE L\"1J INSPECTOR PRIOR TO PA\o1NG. 12. FINAL APPROVAL Of PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROll APPROVAL DATE TO START or CONSlRUCTION. IF lliE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSlRUCTION lliE DEVELOPER SHALL RESUBMIT lliE PLAN CHECK TO lliE DISlRICT ENGINEER FOR ON UPDATED RE\o1EW ANO APPROVAL. ANY CHANGES REQUIRED TO lliE PLANS SHALL BE MADE AT lliE DEVELOPERS EXPENSE AND APPROVED BY lliE L\"1J DISTRICT ENGINEER PRIOR TO lliE START OF CONSlRUCTION. MAINTENANCE FREQUENCY MONTHLY Bl-MONTHLY MONTHLY FIRE NOTES: ,. 2. MINIMUM FIRE FLOW : 1750 GPM AT 20 PSI RESIDUAL PRESSURE FOR A 3 HR. DURATION. THE LETTER DATED APRIL 29, 2010 FROM VALLECITOS WATER DISTRICT STATING AN AVAILABLE FLOW OF 1200 GPM AT 69 PSI RESIDUAL PRESSURE HAS BEEN REv1EWED AND ACCEPTED BY THE CITY OF CARLSBAD FIRE DEPARTMENT. CITY OF CARLSBAD FIRE DEPARTMENT GRASS PAVEMENT CONCR£TE WALK 6' CONCRETf CURB & GUTTER o• CONCRETE CURB G-7 G-2 G-1 CONCRETf DRIVEWAY CATCH BASIN G-14A+ DETAIL•.~ . , • _-,- TRENCH DRAIN TRENCH R[SURFACING C.S.D. GS-25 . TYPE F CATCH BASIN D-7 TYPE A-4 CLEANOUT D-9 MODIFIED TYPE: 8-1 CURB INLET D-2+, D-3 STORM DRAIN, ( < 18") PVC SDR-35 SP-02 STORM DRAIN, ( > 18") RCP 1350-D D-60 PR/VA TE CLEANOUT D£TAIL :J, IJ, ROCK RIP-RAP ENERGY DISS/PA TOR 0-40 CMU RETAINING WALL BY SEPARATE PERMIT SHORING R[TAINING WALL BY $£PARA TE P£RMIT HEADWALL D-JO PRJV A TE ROOF DRAIN J b l!Il] Iii I I I I ii 11 iii I I I ii ii I I I ii I ii -----.--..,. -------- I @ PR/VA TE WALL DRAIN 1-1 ----@ PR/VA Tf SEf\fR MAIN, SDR-35 PVC SP-02 \ PR/VA TE SEf\fR LATERAL (SIZE: AS IND/CA TfD ON PLAN) _ f '/I: @ PR/VAT£ WATfR MAIN, C900 CL150 PVC V.W.D. W-15, W-17 - - - PR/VA Tf WATER SER\1/CE (SIZE AS IND/CA TED ON PLAN) ~ PR/VAT£ WATER VALVE 0 PR/VA TE FIRE S£RVIC£ (SIZE AS IND/CA TED ON PLAN) ~ PRIVATE DETECTOR CHECK ASSEMBLY V.W.D. W-13 PR/VA TE FIRE HYDRANT £X/STING SEWER EXISTING MANHOLE £Xi$TING WATER MAIN EXISnNG FIRE HYDRANT EXISnNG WATER VAL VE V.W.D. W-4 0--0 § -s s- 0 -w w- ® § EXISnNG GAS LINE -G--G- EXISnNG TELCO CONDUIT -T---T- ~~ --0~:. EXISnNG ELECTRICAL CONDUIT -E---E- 810 LF 50 LF 1,570 SF 15 EA J EA 1 EA 2 EA 1 £A 950 LF 240 LF 1 EA 1 EA 440 LF 2 £A 400 LF 2 EA 1 EA 1 EA 1 EA BY~L-~ 'r«TT:RT L. 8RART DATE:~6-I-10 R.C.E. NQ.:_248,,,1cec58,,_ __________ _ R£G/STRA nON EXP/RATION DA TE: _ _,Oee6:_-,c:30e...-_,_1,,_0 ___ _ ~ ~ 6 · //,/() EXISnNG CABLE TV CONDUIT -CTV--CTV- PJ4NN~~DEPARTMENT APPROVAL "AS BUILT" 1--'lt-u1~~~~~NO..c.-DATE ExisnNG STORM DRAIN SD SD 9-...oHSSto-,, ½ / /£) ~ ,:r"Q f%v BR(J"~ 01 ( ~ ..,.. (S!Gm41 D!TE:G~t// /O ~w L,A:7 ~t II -10 -11 1-----1---1--------------+----li------l--i------l LL:] C 1INIINE~R~NG ~~~~~~AD I SHaT~ I ENGINEER OF WORK ENGINEER OF' \/ORK Snipes-Dye assaclate!!I ci11il engineers and land !!IUrl'eyon, 8348 CENTER DRIVE, STE, G, LA MESA, CA 91942 T~~l~h~-610 1-2033 ROBERT I.. UCKART R.C.E. 48158 EXPIRES 00-30-10 b-I-10 /j r# .,~ i /)cAJ NEl/_, . PLANNING DIRECTOR RCE f8{5S EXP. &.-30· /2 DATE GRADING PLANS FOR: ~ ~ No. 48158 ¾; :;; -/ ~ ~E,q,. 1-30-1 "' • JJL;,_~ ~~ -DATE: 6/.z '<l/o • -s,,.01 ~ c,v,'-~~,.; 7sfum> 7 · R:~1~:! 1 BJ//.. JA~ ST. ELIZABETH SETON CATHOLIC CHURCH ?e OF cM,1~0 RECOMJ.IENDED BY: 61:.€/¾0c.+--Fiihej)_ <-,--= I l /0/41 TITLE SHEET r--=~:::::;::-:-:::-:-:::-:-:--l.:-:-::=:::-:-:-:::::=--::-:-:=:-:-'~!PRiNl~RJN~'ftil~Alll!~)-~---~IN~S~P~E~C~T□~R~=-:7:".'"==-::-:-:::=:--::-:~•_!D~A~T~E--4===t==t================t==r==t===t==l :=;=;:'==::=:=:::::==:=:==:::=;:=.=::::'::':;~ APPIJW:'(D:. ~.L ;,NNJ K K. .,";_·S_K_I __ _ A ~EUCADIA WASTEWATER DISTRICT VALLECITOS WATER DISTRICT "1!hJ. -Y 1.JI-~ ~~ 2651'/-. '7hl10 ~ l----+----+----------------,1----+---4---l---...J>~TY CITY ENGINEER PE 41204 EXPIRES 3/31/11 NAME<I' RCfP/'$/r;/i,z DATE •-~~ / _,, !4 !/i" OWN BY:~-PROJECT NO. l)ud,,,fs. 6 ;r./i/ ~ . ~ ~ 04L.,_:d. oATE 1N111AL oATE 1N111AL oATE 1N111AL CHKD BY:..Y. FIRM EXP. DATE &tECITOS WATER~ DAfE' ENGINEER OF WORK REVISION DESCRIPTION 1-0-lHER--Af'P~RO-V_AL_,__C_ll_YAf'~P-R-OV_A_L' ... RVWD BY: "'c,'-/.._--CUP 1398 DRAWING NO. 467-1A VWO 1'1.0. 110847 082510 I ! I: 1.: I I I ii I i I i i I I Ii I i I ,I I ! 1111' I I I I ! ' I I I' ; I ' I ' I I Ii\ 1.i I , ;" I I I I I I 11 I I I I I I ! I ,1 j i ! I I I' r : I ' I I! I I I ii ' ' 1 :' I I I I I i I ,I I 1 :1 I I: I ~ C'I I a -..., J 0 d ~ >i ~ j ~ 1 l V § ~ J * / X I i J ill ~ 3 f ;ii' ==-=:;=·-----:";.;::~~=--.::. ===---===-'::-__ ~~ =-==--~~-=-----:-~~---:;J= __ --=--~~-==~-----~-_-=-~----.-.---.-=:~~ -~-:.~--::;_::-~=-:-~h:e~:.~-~:~:~t-I --J;-~ ~-L----=--~::=---=-<1~ =-~:-rG-~__ r_;s.· ::c;____L_:--·r=::~=G -~--~;;o.:·· ·2:::~'-G,~_:::~~~ =I",..~«::-~:":-::: . ~ :: ::r;~_~r"r;:;;:--~--ei;::.-··;-:--~?f: .1 tltic~ _c,f,r~~·~21/cf;-~"'~, ---"'-----------------------~--------;;,----7 ~--r·----,-=---7•="--r7=·-/-/. ·-7.Lc-;,L..7,-e._7~1-=-·-/-//-r-:,,,<I / / // / I I -0 '"i . --. ' '• \ ' ' . - f' / r ' ~✓' LEGEND SJ--/EET NUMBER PROJECT BOUNDARY PROPOSED WATER PROPOSED FIRE SERVICE PROPOSED SE.i£R PROPOSED STORM DRAIN PROPOSED UGH T EXISnNG LIGHT EXISTING WATER EXISTING SE.i£R EXISTING GAS EXISTING ELECTRICAL EXISTING STORM DRAIN [I] -w w- -FS FS- -s s- -so so- ~ :a: -w W- -s s- -G G- -E E- =SD SD= -0~ ---r-·- ' ---• EXlSTlNQ CONFERENCE c.: _I ~TER BULDING N -EiD- I 40 0 40 I ~ i SCALE:> 1"•40' ---~--'.c-----\.---\ -,__ -\ -\< . -\ ~ ~---'..-~8fvU:rn=+ff -. -~ E ·-·---•--,-T '---2 -- p AAISH CENTEF('• .,,,.,, . 521.~ f=~____J .,.:, 508.95Fr ~ ,-508.3 PAD KEY MAP SCALE: • I" • 40' CONNECTION TO ASBESTOS CEMENT PIPE (ACP) 1. CONTRACTOR SHALL POn-lOLE EXISTING ACP WATER MAIN TO DETERMINE EXACT LOCA nON, DIMENSIONS, ELEVATIONS, ANO ORIENTATION OF WATER MAIN INCLUO ING LOCA nONS OF EXISTING PIPE JOINTS. 0 FOR SIZE ON SIZE CONNECnONS. EXISTING 2. HOT TAPS OF EXISTING ACP PIPE WILL NOT BE ALLOYI£ ACP PIPE SHALL BE REMOVED TO NEAREST JOINT. INST. ALL NEW TEE, GA TE VAL VE & 11-IRUST BLOCK. J. TAPPED CONNECTIONS SHALL NOT BE CLOSER n-lA T 24 " (EDGE TO EDGE) TO AN EXISTING PIPE FITTING OR JOINT. ALL BE COOROINA TEO WITH VALLECJTOS WATER 4. HOT TAP CONNECnON TO EXISTING ACP WATER MAIN SH DISTRICT. CONTRACTOR SHALL PROVIDE MINIMUM TWO WE PRIOR TO HOT TAP EVENT. 5. VALLECITOS WATER DISTRICT RESERVES n-lE RIGHT TO WEEK OUR/NG WHICH THE CONNECnoN WILL BE MADE. EK NOncE TO VALLECITOS WATER DISTRICT SELECT 11-IE HOURS OF THE DAY ANO DAY OF n-lE CTOR CHECK ASSEMBLIES SHALL INCLUDE 6" TAPPING 6. HOT TAP CONNECnONS FOR FIRE HYDRANTS ANO OETE GATE VALVE, TEE & n-lRUST BLOCK PER VWD STANOAR 0 DRAWING W-16. TRACTOR REGISTERED BY CAL/OSHA ANO CERTIFIED 7. REMOVAL OF ACP PIPE SHALL BE PERFORMED BY A CON BY n-lE STA TE CONTRACTORS LICENSING BOARD FOR A SBESTOS REMOVAL. VALLECITOS WATER DISTRICT VALLECITOS WATER DISTRICT GENERAL NOTES 1. ALL WATER AND SEr\f"R LINES SHALL BE INSTALLED ACCORDING TO n-lE CURRENT STANDARD SPECIFICAnONS DRAWINGS AND APPROVED MATERIAL LIST OF n-lE VALLECITOS WATER DISTRICT FOR n-lE CONSTRUCT/ON OF WATER ANO SEr\f"R FACILITIES. 2. WATER LINES SHALL HAVE A MINIMUM COVER OF J6 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET. J. CONTRACTOR SHALL NOnFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONTSTRUCnON. A VALID UNDERGROUND SERVICE ALERT ncKET SHALL BE ON FILE. VALLECITOS WATER DISTRICT cox COMMUN/CA noN S.O.G. & E. PACIFIC BELL UNDERGROUND SERVICE ALERT 1-760-744-0460 1-800-227-2600 1-800-227-2600 1-800-227-2600 1-800-227-2600 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY n-lE LOCA noN OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, ANO PROTECT THEM FROM DAMAGE. THE ACTUAL LOCAnON AND DEPTH OF ALL EXISnNG WATER ANO SEWER LINES IS TO VERIFIED BY n-lE CONTRACTOR ANO ANY DISCREPANCY IS TO BE BROUGHT TO n-lE ATTENnON OF n-lE ENGINEER OF WORK FOR CORRECnON AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 5. NEITHER THE ENGINEER. OWNER NOR THE VALLEC/TOS WATER DISTRICT PERSONNEL SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 6. A PRECONSTRUCnON CONFERENCE MEETING WITH VALLEC/TOS WATER DISTRICT PERSONNEL SHALL BE HELO A MINIMUM OF THREE (J) WORKING DAYS PRIOR TO CONSTRUCTION. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCnON MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEERING DEPARTMENT. 8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED ANO APPROVED BY THE DISTRICT PRIOR TO n-lE /NSTALLAnON OF · SUCH CHANGES ANO THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE. AN "AS-BUILT" RECORD OF ALL WATER ANO SEWER MAINS ANO APPURTENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT. THE ENGINEER SHALL PROVIDE TWO (2) BLUEL/NE SETS OF "AS-BUILT$" TO THE DISTRICT PRIOR TO THE WATER ANO SEWER SYSTEM BEING PLACED INTO SERVICE, ANO A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER ANO SEWER SYSTEM. 10. ALL CONTRACTORS WORKING IN n-lE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVAnON PERMIT FROM THE APPROPRIATE AGENCY. INSPECnON OF ALL WORK IS REQUIRED. FORTY-EIGHT (48) HOURS ADVANCE NOnCE IS REQUIRED FOR INSPECnON. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS. SUNDAYS OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT. 11. CONTRACTOR SHALL POn-lOLE (EXCAVATE ANO EXPOSE) ALL UTILITIES ALONG CONSTRUCnON EXCAVATION CORRIDOR AS SHOWN ON PLANS OR JOENTIFIEO BY USA MARK-OUT. n-lE POn-lOLE INFORMA noN (UTILITY SIZE, TYPE, LOCA nON, ELEVA T/ON. GRADE ANO ALIGNMENT) SHALL BE SUBMITTED TO VALLECITOS WATER DISTRICT PRIOR TO CONSTRucnoN. IN ADDITION, POTENTIAL CONFLICTS WITH EXISnNG UTILITIES, AS IOENnFIEO BY CONTRACTOR. SHALL BE SUBMITTED PRIOR TO CONSTRUCnON. CONSEQUENCES OF CONTRACTOR'S FAILURE TO POTHOLE ANO PROVIDE INFORMAnON TO DISTRICT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY ANO LIABILITY. 12. A BLASTING PLAN SHALL BE SUBMITTED FOR DISTRICT APPROVAL PRIOR TO THE USE OF EXPLOSIVES NEAR DISTRICT FACILITIES. 1J. NEW STREETS SHALL BE CONSTRUCTED TO SUB GRADE PRIOR TO INSTALLAnON OF THE PUBLIC WATER OR SEWER SYSTEM. 14. ALL WATER LINES SHALL BE DUCTILE IRON PIPE, CLASS J50, OR AS NOTED. ALL FITnNGS ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN ANO APPROVED BY THE DISTRICT ENGINEER. MAXIMUM ALLOWABLE DEFLECnON FOR DIP SHALL BE J DEGREES. ALL SEWER LINES SHALL BE BELL ANO SPIGOT SDRJ5 PVC GREEN PIPE, OR AS NOTED. LATERALS MAY BE WHITE OR GREEN. 15. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING ANO NOT AGAINST DISTRICT VALVES. 16. UPON CONNECnON OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VAL\/ES ON THE EXISTING AND NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN WRITING A MINIMUM OF 6 WORKING DAYS PRIOR TO A PLANNED SHUTDOWN. ALL SHUTDOWNS REQUIRE STATE CERTIFIED BACTERIA TEST. 17. UNLESS OTHERWISE SHOWN. SEWER LATERALS ANO WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 18. THE MINIMUM SIZE FOR WATER SERVICES SHALL BE ONE-INCH (1"). ALL WATER SERVICES SHALL BE MARKED WITH A •w• ON n-lE CURB ANO SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 19. PRESSURE REGULAnNG VAL\/ES SHALL BE INSTALLED BEFORE THE WATER METER FOR ALL iNSTALLAnONS WITH GREATER THAN 150 PSI. 1· HIGH PRESSURE WATER SERVICES WILL REQUIRE A #68 METER BOX. 20. ALL MATERIALS SHALL BE UTILIZED ONLY WITHIN THE PRESSURE RA TING OF THE DEVICE. 21. ALL SEWER LATERALS SHALL BE CONSTRUCTED TO A MINIMUM FIVE-FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY LINE ANO SHALL BE CLEAR OF DRIVEWAYS. ALL LATERALS $HALL BE CLEARLY MARKED WITH AN •s• ON THE CURB ANO $HALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 22. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT n-lE MAIN. ALL ABANDONED WATER SERVICES SHALL BE PLUGGED OFF AT THE MAIN. ANO THE CONNECnON SEVERED. BAILS ANO SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER. WATER MAIN STUBS WHICH ARE NOT USED SHALL BE ABANDONED AT 11-IE MAIN BY REMOVING VALVE ANO INSTALLING BLIND FLANGE AT TEE. SHUTDOWN OF WATER MAINS MAY BE REQUIRED OUR/NG ABANDONMENT. ABANDONING EXISTING WATER OR SEWER MAINS SHALL CONSIST OF REMOVAL OR SLURRY FILL AS APPROVED BY DISTRICT. 2J. OE\/ELOPER OR CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ACP PIPE WHICH SHALL BE PERFORMED BY A CONTRACTOR REGISTERED BY CAL/OSHA ANO CERTIFIED BY THE STA TE CONTRACTORS LICENSING BOARD FOR ASBESTOS REMOVAL. 24. WATER SERVICES WHICH ARE DAMAGED OUR/NG CONSTRUCnON SHALL BE REPLACED IN FULL Wl1H A COPPER SERVICE PER DISTRICT SPECIF/CA T/ONS AS DIRECTED BY THE DISTRICT. SEWER LATERALS OR WYE$ DAMAGED OR MODIFIED DURING CONSTRUCnON SHALL BE REPLACED IN FULL, AS DIRECTED BY THE DISTRICT. 25. RELOCA noN OR EXTENSION OF AN EXISnNG WATER METER SHALL MEAN INST ALLA noN OF THE METER AT A LOCA noN IN CONFORMANCE WITH DISTRICT SPECIF/CA nONS AS DIRECTED BY THE DISTRICT ANO PERPENDICULAR TO 11-IE MAINLINE CONNECTION, UNLESS OTHERWISE NOTED. SERVICE LATERALS 011-IER n-lAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS ANO SERVICE SADDLES 011-IER n-lAN BRASS SHALL ALSO BE REPLACED. SHUTDOWN OF MAIN MAY BE REQUIRED. 26. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT. ALL MAINS SHALL BE AIR TESTED, FLUSHED CLEAN USING n-lE "WAYNE" BALL ME1HOO OR VACTOR TRUCK, ANO SHALL PASS A 5% MANDREL 11-IROUGH 11-IE PIPE. ALL TEST WATER $HALL BE PUMPED. A VIDEO CAMERA INSPECTION OF 11-IE SEWER MAIN SHALL BE CONDUCTED BY PRIVATE CONTRACTOR OR DISTRICT. 27. 11-IE DISTRICT WILL NOT SUPPLY WATER SERVICE. EXCEPT FOR FIRE PROTECnON, TO ANY PROJECT UNTIL ALL PROVISIONS OF n-lE DISTRICT STANDARDS ANO IMPROVEMENT PLANS HAVE BEEN MET, ANO FINAL ACCEPTANCE OF 11-IE PROJECT HAS BEEN GRANTED BY 11-IE DISTRICT BOARD OF DIRECTORS. ENGINEER OF WORK HAS BUILT" ENGINEER OF WORK ~~oFESS/o,i, " !inipes-Dye assaclatel!I () "< -~,·i ~ (J J,. -.; U-10-11 ,3° ;%'--BRu~ ~ cl~f/ englneel"!I and land !iUJVeyor!I ,.._ ~ +...,. 0 Cl)~~-- 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 -~ % RCE ftJ/6 II EXP, ~-30·/2 DATE " No. 48158 $ ~ TELE;'~E (619) 697-92-. -<619l 4 ,o-33 w (I- 11-~ lhlO-~ "' V • ~~;~-:__~/~ .,. ,, l _~ /(LI J' , /• ~ • .;i C,V\\, , .. HtUl&. K08ERT L BRUCKART -r<.C.E. 48158 ii, I O .,.-1 &'.+ EXPIRES 06-30-10 --I r~ OF c~i.'1 INSPECJ,OR """ DATE I SH2ET I CITY OF CARLSBAD rsHaTS I ENGINEERING DEPARTMENT GRADING PLANS FOR: ST. ELIZABETH SETON CATHOLIC CHURCH KEY MAP APPR~ YN~~~I wwo DEPU ~ ENGINEER PE 41204 EXPIRES J/31/11 DATE EXISTING FIRE HYDRANT [>Q<] V~WA~ 60_ltD OWN BY: PROJECT NO. DRAWING NO. DATE INITlAL DATE INITlAL DATE INITlAL CHKD Bti;f _ CUP 1398 467-1A DATE -,-REVISION DESCRIPTION ENGINEER OF 111'.lRK 01HER APPROVAL CITY APPROVAL RW/0 BY: VWD W.0. 110847 082510 ' ' :' 0 ij l I I i d 1 ~ ii! ~ ~ f 11:M/N. . ..... : .... ,--PRECAST CATCH BASIN <SAN DIEGO PRECAST OR APPROVED EOUAU size AS INDICATED ON LEGEND 2$ MIN. i----4• TYPICAL AST IRON GRATE <U$E srea TRAFFIC GRATE IN TRAFFIC AREAS) Z' • Ii MIN, PVC SDR-35 PIPE-SIZE AND GRADIENT AS INDICATED ON PLAN 420-C-2000 CONCRETE SYl\ll80L ON PLAN -la! 24" X 24" LN-ESS OTHERWISE NOTED ;.. FINISH GRADE 11: MIN. 4" TYPICAL --l • ' .,4 .. • , .. • .. • • ... • ' .. • ' • 45° PVC WYE IZ .. PRECAST CATCH BASIN <SAN DIEGO PRECAST OR APPROVED EOUAU SIZE NOTED ON PLAN 0 3 I 2 Cl) !~ <t ~ o! 2, - CAST IRON GRATE <USE STEa TRAFFIC GRATE IN TRM'FIC AREAS) 4. .. .. . ,•• • \$ MIN. .. ' ,_ . . . •• • ·"· .. . •. '" ' -,, i, .. . ' .. ' 6" PVC SDR-35 --420-C-2000 CONCRETE 45° PVC 1/8 BEi'O MIN. PVC <SIZE INDICATED ON PLAN> SYl\ll80L ON PLAN -la! 24" X 24" UNLESS OTHERWISE NOTED PRECAST DRAIN BOX WITH CONCRETE LID <SAN DIEGO PRECAST TYPE IA OR APPROVED EOUAU IN GRADED AREAS PVC CAP _____ __/ <DO NOT GLUE) 6" PVC SDR-30 RISER ----a..i 6" 45° PVC 1/8 SEN)--.... 45° PVC WYE MIN. PVC <SIZE INDICATED ON PLAN> SYMBOL ON PLAN -Q C.O. FINISI-IED GRADE 12" CAST IRON GATE: CAP STAMPED "STORM DRAIN" 18" DIA. • . . -~-1. .. : PVC CAP __ ..-jb':it'r-t <DO NOT GLUE) .. 4 ..__...., _.. -r-.. • A.C.OR CONCRETE PAVeMENT 560-C-3250 CONCRETE . . 45°PVC WYE SYMBOL ON PLAN -Q C.O. MIN. PVC <SIZE INDICATED ON PLAN> 45° PVC 1/8 BEND BACKFILL WITH NATIVE MATERIAL TO A MINl"'1UM OF 901 RaATIVE COMPACTION OR AS SPECIFIED IN THE: REFERENCED SOILS REPORT . 6" MAX. FINISH GRADE 4" PVC SDR-35, PLACE PIPE AT INDICA TEO GRADIENT ON FIRM BE:DDING <PER MAN.JFACTUER'S SPECIFICA TIONSl. CD DETAIL -CATCH BASIN <PVT> DETAIL -CATC~ BASIN DEEP INSTALLATION <PVT) ® DETAIL -STORM DRAIN CLEANOUT GRADED AREA (PVT) DETAIL -STORM DRAIN CLEANOUT PAVEMENT AREA (PVT) ® DETAIL -TRENC~ BACKFILL 4" P.V.C. PIPE (PVT) TRENCH RESLRFACING\ PERGS-25 \ BACKFILL WITH-....__ NA TIVE MATERIAL '-- TO A MINIMUM OF '-........_ FINISH GRADE \ 90$RaATIVE -.........._ COMPACTION OR AS SPECIFIED IN THE: REFERENCED SOILS REPORT. 3/4" MAX, CRUSHED ROCK. SEE SP-02 4" MIN. ----1 6" MAX, • ' , 12" MIN. -4• MIN. 6" ANO LARGER PVC PIPE SDR-35 <TO BE INSTALLED PER MAN.JFACTURER'S SPECIFICATIONS>. PROPOSED CONCRETE SIDEWALK VALVE: WELL M ;, . . • . • J 0 "' X" WATER SERVICE: X" HEAVY DUTY PVC SLIP GATE VALVE 8" C900 CLl50 (8" X 8" X x· TEE) WATER MAIN 5' PIECE OF 4" PLASTIC PIPE <5' FROM BLDGJ .. PROPOSED BUILDING -tt9WIRE ATTACHED TO A BRICK X"-INDICATES WATER SERVICE SIZE AS NOTED ON PLANS SOVENTWELD PVC CAP 6" ROUND SOLID BRASS GRATE-~ WITH STYRENE COLLAR BY NDS OR APPROVED EQUAL 11: - 6" PVC SDR-35 RISER 6" 45°PVC seND---.... SANITARY PVC WYE SYMBOL ON PLAN -@ PVC SDR-35 • 11: MIN. FINISHED GRADE ri:\ DETAIL -TRENCH BACKFILL ~ 6" AND LARGER P.V.C. PIPE (j) DETAIL• WATER SERVICE ® DETAIL -6" X 6" AREA DRAIN (PVT) ENGINEER OF WORK ENGINEER OF WORK !inlpes-Dye a!ii!iioclates ci11II engineen, and land 11u,veyon, 8348 CENTER DR!Vt, STt, G, LA MESA, CA 91942 TELE (619) 697-92~ AX (61 60-2033 U.L/FM AD.JUSTABLE-=+==vi~ INDICATOR POST, WITH TAMPER $WITCH U.L/F.M. NOl'RISING STEM -1-, FLANGE X P.O. I-L8 GA TE VALVE e CONCRETE n-,,;\JST BLOCK • ~-4 X 2 1/2 X 2 1/2 90 SIAMESE: F.D.C. t----4" DUCTILE IRON SPOOL DETAIL• FIRE DEPARTMENT CONNE 560-C-3250 CONCRETE 1 .. 4" PVC SDR-35-- SDR-35 45° PVC WYE 14" 6" 4" 6" ADA COMPLIANT GRATE ACO POLYMER PRODLCTS TRENCH DRAIN OR APPROVED EQUAL TO BE INSTALLED PER MAI\LFACTURER'S SPECIFICATIONS 45° PVC 1/8 SEN) PVC <SIZE INDICATED ON PLAN> 1 • 6.6" 4" F'B<l"()RATEO SOl 40 PVC Will-I FIL~ SOCK. DRAIN Plf'e TO CATO-I BASIN. 19,7' 9.8" NOTES• I. SLOPE AWAY FROM RETAINING WALLS. 2 GRASSPAVE2 AVAILABLE FROM • INVISIBLE STRUCTURES 800-233-1510. ~++-ADJACE:NT GRASSPAVE2 SOUARES PLAN HYDROGROW MIX BE:LOW RING SLF'PLIED FREE BY MAN.JFAC11.RER _,,,,....+-CONCRETE SAND <a..EAN. SHARP SAND> PERMEABLE CLASS II BASE INSTALL STEGO WRAP 15 M.. 1--·~-COMPACTED SU3GRADI:. 951 MODIFIED PROCTOR DENSITY SECTION @ DETAIL -TRENCl-1 DRAIN (PVT) DETAIL -GRASSPAVE:2 (PVT) THRUST BLOCKS THE: FOLLOWING THRUST BLOCK SIZES FOR THE ON-SITE WATER MAINS THRUST BLOCK BEARING AREA IS BASED UPON A SOIL BEARING VALUE OF 1500 PSF AND A LIN: PRESSURE OP 225 PSI. CONCRETE SHALL 131: 52o-c-2500. 4"TEE 4" 9<:I BEND 4" 45' BEND 4" 22-1/2' 8E:ND 4"CAP 2 SF. 3 SF. 1.5 SF. I SF. 25 $.F. OAlE INlllAL ENGINEER OF WORK 6" TEE 6SF 6" 90" BEND 8SF. 6" 45' SEN) 5S.F. 6" 22-1/2' 8END 3 S.F. 6"CAP 6SF. REVISION DESCRIPTION 8"TEE IOSF. 8" 9<:I BE:ND 14S.F. 8' 45' 8END 8S.F. 8' Z2-l/2' 8END 4 S.F. 8"CAP IOSF. DAlE INlllAL DAlE INlllAL 011-iER APPROVAL CITY APPROVAL HAS BUIL Tu ~L~ .. W. (l-l0-1\ RCE -fB/5~ EXP. C# • J0-12 DATE R;~~)4L~--l \('?!t It! • INSPECTOR' ATE I SH3ET I CITY OF CARLSBAD I SHSETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: ST. ELIZABETH SETON CATHOLIC CHURCH DETAILS APPRO\IEMLF.v.~ ~ DEPUTY r.lTY ENGINEER PE 41204 EXPIRES J/31/11 ~o OWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ CUP 139B 467-1A RYWD BY: ~ ... ____________________________________________ .,:.iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil-------------------------------------------------- VWD W.O. 110847 082510 I i. ,, '. I ! ' ' 11 1 11 i Ir, I , ;, I: I 1 11 i I 11 i 11 ! I : ,, I•.· 1 '• 1, ' ' :' I I r I: I ! ' 1'1 I ! ! I ·',!' !I 1: ' I ' ,, Iii Ii I I I I , <O <O ® ,,.... "' I a ~ ~ SI ... d ~ g ! ® f i t l I I ~ ~ l A◄ MODIFIED TYPE B 5'-4" CLEANOUTS PER D-1O. D-11 ~ ~ 8" 8" <O <O :a 5· 120' ~ 36" RCP 0 0 0 0 t 8" 4' .. 1 8" 4"PVC 8" I • <O SCALE 1 1· • 4' A ◄I 0 0 -0 !!! ~ ~ 2 <O 4' .. I 5'-4" ,'1AiJH~lf FRAME( i!.IJVEK. PERM-3 MAN--IOLE FRA/v'E e COVER PER M-3 FINISl-lGRADE STEPS PER D-11 501.20 TW 120' ~ 36" RCP o IS 498.20 IE 36" RCP 8' 497.00 IE 36" RCP 8" SCALE 1 1· • 4' "' ~ -:: ¼ 4' 5'-4' DETAIL -DETENTION STRUCTURE PLAN VIEW (PVT) ® DETAIL -DETENTION STRUCTURE PROFILE VIEW <PVT) ¢~ ~~ ~-03 0 0 IU !!! ~ ~~ ~ "'~ a. 12' PVC ¼ 8' 4'-6" ¢~ &13 4:l FINISl-l GRADE 0 501.20 TW #4RE8AR . • 15' g f;;'. 't'J? 2'-4' 4'-8' 2'-4' 15'-2' SCALE I I' • 4' 0 0 <O ' 6'PYC "' c(l <O 8' ~ DETAIL -DETENTION STRUCTURE SECTION A-A <PVT) @ ENGINEER OF WORK ENGINEER OF WORK ofESs10 !!inlpes-Dye associates civil englnee/"9 and land !!IUTl'eyor9 t; :?. -% 8348 CENTER DRIVE, STE. r;, L.A MESA, CA 91942 " ,,, TE~c:::12•: <0-:46~~0j~ fO ~. : R08ERT L BRUCl<ART R.C.E:. 48158 EXPIRES 08-30-10 8" 1/2' RADIUS (TYPJ 520-C-2500 CONCRETE 6' 3' WEAKENED PLAI\E JOINTS PER G-1O NO. 3REBAR FINISl-lGRADE EXIST. GROUND 560-C-200O CONCRETE •.•' SCALE 1 1· • 4' aev ATE EXIST. GRATE PER D-13, D-15 519.00G <518.09 G> EXIST. CA TCl-l BASIN DETAIL -CONCRETE 1-lEADER <PVT) ® DETAIL -EXISTING GRATE ELEVATION CPVT) . . ... . -·_ •. ·,• . . ,.'· .. -·::~:./·~·.:·: · __ :·':·;,, .. '·•-/ ~ .··'' . ;,: . " . 'f:>~. 7(;" ,, .· ... ·••... 1-c '> " . ·.V',. ._.<'., -'•_ ·.-;j , __ ., . ,?-. . "'· -... : ·,·;-·, ..J' .'. ·'. "· •· .·y.,,,. . -.. :/ /.";~_. t: 'c ' . ··.-:;: .> . . . . .... ',4 ; : < ; :t . . ~-.}a: f~d;: __ , · ': :t1_;-:.:;. .. ·.. • .;; § 1-i ;;;; • ,c-, . ;.aj _.,,"<17_.., .,,,... _ 4 A .-a vy , ~18.2'.11 ; , ·... . . 1 \ . ~V/£;~ . •. • . .· -• ,-., . ''·f:> \ ::; < --"'I-.·, ,,.. '· ,' •. ·,_, . \ > ' 4 \ ·: s1a.:zj ' .. ~ : ~ > . V'. -~-,--··•.·~-4 < .· . . 'f-. _.,( !!lilQ! . -' ' ' . -? .... "v C • ~ -./ , ' •• :fl • ,~-• ' ·\. ' 1 -...,. :, ' · ·· ' · · · " · <> · · ~/ / :~½gtT e-c }!;; 1./,,/ ... ,·. ·{{};::< ;' .' ··· .. ··••·"· '.\,.;, 'f " I I; : I 1 · ··•· · .,,, ·· · ···· .~. ··.·•: . .:..··. :.v, ;<I.°, > .. ~ .. ·:•:.:. ·. ·· .... ·.:·,· -_,,..,..,,")\ .. , .-,I -I ,"'7"1,.;._; ·:-,.-_ ,· · ... ·.-·: , ' .•. ·:,, _,,,.... ' V HAS BUIL TH .. D .a~Lh »J. Ll-10-11 ACCESS RAMP RCE -f9/G8 EXP. /,,·30·/2 DATE SCALE , I" • 6' l---l--l------------t--+---+--t-----r-l I SH4EET I CITY OF CARLSBAD I SHEETS I ~:::;::;~:::;::;::::;:;:E;::N:;GI;:N;:EE:::R:::::l::::NG=D:::EP:::::A:::R;::T::::ME::N:::::T==~===8~ 1---4--+----------------t---t---t---t-----1 GRADING PLANS FOR: DA TE INlllAL DATE INlllAL DATE INlllAL ENGINEER Of WORK REVISION DESCRIPTION OlHER />S'PROVPJ.. CITY APPROVAL ST. ELIZABETH SETON CATHOLIC CHURCH DETAILS DEPU CITY ENGINEER PE 41204 EXPIRES 3/31 /11 OWN BY: CHKD BY:~ RI/WO BY:~ PROJECT NO. CUP 139B ~ DATE DRAWING NO. 467-1A VWD W.O. 110847 082510 .I, -- I ! I ' ·I' I l l I i CONTRACTOR TO LOCATE: EXIST. a~~TI-1 W~ ~AIN PRIOR TO EXCAVATION OF STORM DRAIN. MODIFIED TYPE: 8 ~k? oe'fAlC9. SI-ff. 4. ,. ~ . .___ \ ,- EXISTING SANCTUARY (520.80 FF) '--"I-, .,, ', ....,_ r-, I 1 '1.0CA re E:XIST. 18" RCP st ORM DRAIN. . • '--INSTALru· YPE: A-4 CLE:ANOUT PE~0-?·,1 I I,; , .. 511:45 I ~/ , ·,,II.._ , ) , , 518.27 r1.. 1 '-/ f'\l(' REMOVE: 18"l<a' NORTHERLY. · .:;, CAUTlON= IV ~ o 10 ro w ~I -~1----i~ __ 1-___,1 DATE INlllAL DA TE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL LOCATION OF EXISTll')G UTILITIES ON THIS PLAN ARE APPRl)XIMA TE: ANO SHALL Be VERIFIED Bf CONTRACTOR PRIOR TO CONSTRUC ION. JllilP QUANTITY TABLB DESCRIPTION QUANTITY DBlfctlON STR CTURB 1,968 er II AS BUILT" ~luv±Lh_QJ tl-lO·II RCE ffJ/66 EXP. ~-30·12. DWN BY: ,-..,,--PROJECT NO. CHKD BY:iJ( 98 RV'OO BY:°'< CUP 13 DATE ~ DATE DRAWING NO. 467-1A 082510 ~ 01 C) 0 ~ -O') 00 -..J ~ i ! I "' '-". < \i "-' " I I I ' I l -----~--~ _;,.- ...__ _____ ~ 01 ~ ~ 6 ~ I d ij 'ii l ~ 1 ~ i ~ l ~ ! ~ 1 a i i ill /l 3 ' I ,: I 3 3 3 ~ 0 a:~ ~ry 3 _J 1 I ~ lcj f co PARl~H CEN ER 0 '" "' ' c.., CAUTION: ii B10-SWALB DETENTION STRUCTURE LOCATION OF EXISTING UTILITIES ON THIS PLAN ARE t>PPROXIMA TE AND s.ALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 8" . ~1 <') "' ,!_ ·' - CURB <1l LIN: «I ~ st --<1l EFRAM:_/ MAl\l-0.. ecc VER PER M-3 INSTALL 6" EARTHEN BERM / / 4''/ -_%''~· . CONC. HEADWALL PER D: / , ' ' • / /,)D< ~ / 497.20 --· ' / \'---~------:,~· ,<i"''-1 ~.," ",, ., ' ' ' 4" """'•'." ,r · -- ) .' ~ ... ·. ; ' .. ,i;, ,~ .... ,-,----, . " .. co·,, 10' MODIFIED TYPE B-1 CURB 11\LET 5'-4" PER D-2, D-3 4' 8' 4•-a· ► 493.62 IE / ITPVC [7 ------] 493.60 IE ITPVC 6"PVC \ 1--------I <) I ]~ ~ ~ I I N ~ 11. ~ <) 1/"i"\ µ:' I I' 4·-2· 488.:30 IE I ~~RCP ./ / I I I I : \493,50 IE I I I 6' PVC 118' RCPI b-._) ► DETAIL : CURB INLET PLAN VIEW NO SCALE DETAIL SCALE , I' • 10' ~ ~ . -!> I"' ., ...O{ rr , .. ✓ ,, ., 0 . '/ " '. ,, ·1-0, '/ i'•}· ► Qi, ;;.---· • -0 v-, -/ -_J¥ ~ I \ ~\ ,. .., -:----Ir, <" • -, y., ✓ r /4✓• I (.J', \-,,,,, "')"' : ( o;/"v ~v-°/ c') I"'::-•,.._ ' 10' MODIFIED TYPE B-1 CURB IN..ET PER D-2, D-3 l'-9" ' SEE 0-2, _J__ D-13, D-15 0 10· 0 0~ 0 g'J~C, 6" PVC• 21 I> lj !!,! 0 I ~ • ~ • • 0 ~~© ,:~~ +'o..:i ~ • 0 6' l'-3' ~: I 4' I 8. 7-1" -~ 6' ----:i FINIS. GRADE DETAIL : CURB INLET SECTION NO SCALE J~l EXIST. GROUND GRASS SWALE ,,.~--=---7 L'\u..w;,'"'~v 1 18" AMEI\OED --~- '--/ SOIL BASE EXIST. SECTIONC-C SCALE • H • I" • 10' V 1 1· .. 4' Sl.RFACE <' I @---- I ••TOBE VERIFIED BY R-VALLE TEST 60 ! SCALE• l"-20' ENGINEER OF WORK "AS BUILT" ENGINEER or WORK vl'-0FESS1o,i, " !inlpes-Oye a!!l!!loclates 0 "< ~Wl-M~ 11-10-u ~ ~ «-\.• BRUc~ ~ ci11il engfneer5 and land t1u,veyart1 ,_,._ ~" ,. i ~ -z RCE -fS/"1,. EXP. k· 30·1'2. DATE ~ ~ No. 48158 l l'1 TELE~~:a•AXCT) 460-2033 l'1 "', ~ 5-30-1 "' • R~V:~:~'1-~~ , V . -~· c..-1-10 .J' CJV\\. .._"r I l!?A!tt ROBERT L BRUCKART R.C.E. ~158 ~ ~~ J',e OF C>.\.\~IJ EXPIRES 08-30-10 INSPECT□,\( 1 DATE 220 Lr 1,966 C I SH6ET I CITY OF CARLSBAD I SHSETS I -ENGINEERING DEPARTMENT GRADING PLANS FOR: ST. ELIZABETH SETON CATHOLIC CHURCH APPR~ GLc.N Kl ~Kl Y,, ""V..... • <,/~o DEPUTY CITY ENGINEER PE 41204 EXPIRES J/31/11 'DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INlllAL DATE INITIAL CHKD BYE ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: CUP 1398 467-1A VWD W.O. 110847 082510 ....... N I 0 ._, I 0 ~ 'i l f i V i 'j i l 512- i 510- J 508- ill I! 3 i ~ ~s ~}- -:505 ~3 EXIST.ClJ<a TO BE REMOVED VEGETATED SWALE EXIST, GROLND FINISH GRADE 6" CONC. HEADER PER DETAIL 10 SHT, 4 SECTION A-A SCALE • 1• • 4' f--I' ~i~ £~ST. -512 -510 -508 510- EXIST. VEGETATED SWALE TO BE RE-VEGET A TEO PER LANDSCAPE PLAN 507-/ EXIST. GROLND EXIST. CURB cJ ,.::. I j}R ~ SECTION B-B SCALE • I" • 4' -510 -507 ENGINEER OF WORK ENGINEER or WORK !inlpes-Dye a1111oclates cll'il englneen, and land !IUIVeyon, ,_ "' 0 ~ • ASPHALT PAVEMENT NOTES: I. PARKING AREAS • 3" MIN. AC/8" MIN. CL II BASE C95Z R.C.)/12" SCARIFIED e COMPACTED NATIVE <95:0. •• 2. SAND SEAL 1'eM PAVBIIENT PORTIONS OF PARKING LOT. STRIPE PER ARO,ITECT PLAN SHT. AO.I. n TO BE VERIFIED BY R·VALL.E TEST CAUTION: l'oFESS/o OF c,a..\. \ LOCATION OF EXISTING UTILITIES ON THIS PLAN ARE APPROXIMATE AI\O SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. BMP QUANTITY TABLll DESCRIPTION QUANTITY B10-SWALB 240 LF N -E5D- I 20 20 I I SCALE: 1•~20• RCE f&/5& EXP, ~-W-/2 DATE 60 I 1---+--+-------------t---t-----t--t-----c-1 I SH7EET I CITY OF CARLS BAD I SHEETS I ENGINEERING DEPARTMENT 8 1-----11---+-----------------ii----t---t----;---, :;G:;R:::AD:;I:;N;;:G-=;:PLAN;:;:~S::FO;;;;R:;:· ::::::::::::::::::::::::::::::::::::::::::=:::::::::=:::::.'.==~ DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O11-!ER APPROVAL DATE INITIAL CITY APPROVAL ST. ELIZABETH SETON CATHOLIC CHURCH OWN BY: CHKO BY!~ RVWO BY:w:::= PROJECT NO. CUP 139B DRAWING NO. 467-1A vwo W .0. 110847 082510 I 'N' I e. ' ' ,o,..,.-r, 0 6 ,~ otf-"I~'(-(~. ' <I\ __ I. 't'~--' <b~ i:'i L. ~ \ . .. .- i.. -< " C'f?c,, / CAlJllON: LOCATION OP EXISTING UTILITIES ON THIS PLAN ARE: APPROXIMATE N-o SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. HAS BUIL TH ~WL .J?;JU 11-(0·II RCE t!/51!, EXP, ~-30·/2 DATE VWD W.O. 110847 082510