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HomeMy WebLinkAboutDWG 484-5F; MS 15-13; QUARRY CREEK PA R-1 AND R-2; 01-05I ' If I GRADING NOTES - (IN ADD/TlON TO THE REQUIREMENTS OF CHAPTER t 5. t 6 OF THE CARLSBAD MUNICIPAL COD£) ,. 2. 3. 4. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTlON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTlON OF COND/TlONAL APPROVAL, CITY ST,4NDARDS OR OTHER ADD/TlONAL DOCUMENTS LISTED HEREON AS THEY MAY PERT,4/N TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTlON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 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 GRADING NOTES {CONT.,) 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, DRAWING NO. 484-5R. AND/OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGA77ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE U4NUAL 77ME REQUIREMENTS. 30. WHERE AN EXIS77NG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRAD/NC OPERATION, IT SHALL BE REMOVED AT PROPERTY LINE AND REPLACED WITH PROPERLY COMPACTED SOILS. THE PIPE WILL BE PLUCCED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCA77ON OF All EXIS77NG FACILITIES {,!BOVE CROUND AND UNDER CROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE CRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA77ONS ARE IN CONFLICT WITH THE PROPOSED WORK. CERTlFICATE OF INSURANCE AS WELL AS ADD/TlONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/TlONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF /1,000.000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/TlNG THE POLICY 32. MUST HAVE A RATlNG OF ':4-" OR BETTER AND A SIZE CATEGORY OF CLASS THE CONTRACTOR SHALL NO77FY AFFECTED U77LITY COMPANIES {SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR77NG CRADING NEAR THEIR 5. 6. 7. 8. 9. VII OR BETTER AS ESliV3LISHED BY BESTS KEY RATING GUIDE UNLESS EXEMPTED BY SECTlON 3O1.(b)5 OF THE UNIFORM BUILDING CODE, RET,4/N/NG WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN OBT,4/NED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTll THE PROPERTY OWNER'S PERMISSION HAS BEEN OBT,4/NED AND A VALID GRADING PERMIT HAS BEEN ISSUED. . NO REVISIONS Will BE U4D£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER. NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. to. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/TlONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. t t. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINT,4/NED TO THE PROJECT SITE AT All TlMES DURING CONSTRUCTlON. t 2. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE ST,4TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSP/;CTOR WITHIN TWO WEEKS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPAC77ON REPORT REGARDING ADHERENCE TO RECOMMENDA77ONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRADING SHALL 8£ DONE UNDER THE D/REC77ON OF A PROFESSIONAL ENGINEER OF THE ST,4T£ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All Fill OR FUTURE Fill AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA TlONS AND THE 'EARTHWORK SPEC/FICATlONS' ATTACHED TO THE SOILS INVEST1GA77ON. DAILY FIELD COMPACTION REPORTS Will BE SUBMITTED TO THE PROJECT INSPECTOR (ON A REQUESTED BASIS). 14. A PRECONSTRUC77ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL 8£ ATTENDED BY All REPRESENT,4T7VES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TES77NG AND All OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A CONSTRUCTION MEETING BY CALLING THE INSPEC77ON LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO ST,4R77NG CONSTRUC77ON. THE CONTRACTOR Will THEN 8£ CONT,4CTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND 77ME FOR THE PRECONSTRUC77ON MEETING. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTlON REQUESTS OTHER THAN FOR PRECONSTRUCTlON MEETING Will BE U4D£ BY CALLING THE ENGINEERING 24-HOUR INSP£C77ON REQUEST LINE AT {760) 438-3891. /NSPECTlON REQUEST MUST 8£ RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPEC77ON IS NEEDED. INSPECTIONS Will 8£ MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS U4D£ AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SJ!iFETY DEVICES, INCLUDING SHOR/NC, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, ST,4TE AND FEDERAL SJ!,F£TY AND HEALTH ST,4NDARDS, LAWS AND REGULA77ONS. t 7. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC77ON 67D5 BY SUBMITTED A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHOR/NC, BRACING, SLOPING OR OTHER PROVISIONS TO 8£ MADE OF WORKER PROTEC77ON FROM THE HAZARD OF CAVING GROUND DURING THE £XCAVA77ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NST,4LLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR All TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA77ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM ST,4NDARDS ESTABLISHED BY THE CONSTRUCT/ON SJ!iFETY ORDERS. 77TL£ 8 CALIFORNIA ADM/N/STRATlVE CODE, THE PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA £XCAVA77ON PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO £XCAVA77ON. 18. NO BLASTING SHALL 8£ PERFORMED UN77l A VALID BLAS77NG PERMIT HAS BEEN OBT,4/NED FROM THE CITY OF CARLSBAD. SUBMIT APPLICA77ON FOR BLAS77NG PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAS77NG OPERA77ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUC77ON, OPERATIONS Will CEASE IMMEDIATELY, AND THE PERM/TT££ Will NO77FY THE CITY ENGINEER. OPERATIONS Will NOT RESTART UN77l THE PERM/TT££ HAS RECEIVED 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 OPERA77ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUC77ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA77ONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 21. 22. 23. 24. 25. 26. All Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. ' IMPORT U4TERIAL SHALL 8£ OBT,4/NED FROM, AND WASTE MAlFRIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. BRUSH SHALL 8£ REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO 8£ REMOVED EXCEPT ALONG HAYMAR DRIVE. All AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 77NG IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£ THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ SHOWN AS A APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. All SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. All STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. All SLOPES SHALL BE IRRIGATED, SliV3/LIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE 77M£ WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (800) 660-7343 PACIFIC BELL (800} 892-0123 TIME WARNER CABLE (160) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD {STREETS AND STORM DRAIN) (760) 434-2980 • CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATER) (760) 438-2722 • SJ!iN O/EGU/TO WATER DISTRICT (760) 633-2650 • LEUCADIA WASTEWATER DISTRICT (160) 753-0155 • VALLECITOS WATER DISTRICT (160) 744-0460 • OLIVENHAIN WATER DISTRICT (160) 753-6466 • BUENA SJ!iNITAllON DISTRICT (760) 726-1340 • OCEANSIDE SEWER DISTRICTS (760) 435-4500 • CITY OF VISTA (ENGINEERING) (760) 639-6122 "AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS.· A. FOR CONTROLLED CRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENC/NEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROCRESS 15.16. 120 A8 CARLSBAD MUNICIPAL COD£ B. PRIOR TO FINAL APPROVAL OF A GRAD/NC PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 1-Z<! TH£ PROJECT INSPECTOR I 5. I 6. 120 A. IO CARLSBAD MUNICIPAL COD£ (I) FINAL REPORT BY SUPERVISING CRADING ENGINEER ST,4TING All GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RRIGATlON ARE /NST,4LLED IN CONFORU4NCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SJ!iMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NC DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER. WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/77ES, A ST,4TEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A ST,4TEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES Will 8£ REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT 77TLED 'UPDATE GEOTECHNICAL REPORT, QUARRY CREEK, CARLSBAD, CALIFORNIA' PREPARED BY GEOCON, DATED FEBRUARY 24, 2015 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATlONS AND SPECIF/CATlONS CONT,4/NED IS SJ!i/D SOILS REPORT. 36. IN ACCORDANCE WITH THE CITY SUSMP, All STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN INCLUDE 'STENCILS' BE ADDED TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SJ!illSF,4CTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT ST,4NDARDS. I UNDERST,4ND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/LlllES FOR PROJECT DESIGN. FIRM: SB&O, INC. ADDRESS: 3990 RUFFIN ROAD, SUITE 120 CITY, ST,4T£· SJ!iN DIEGO, CA. 92123 TELEPHONE-(858) 56O-I 141 ~ BY.· MRON PARKER .C.£ 68547 DATE REGISTRATlON EXPIRA77ON DATE: 9-30-17 SOILS ENGINEER'S CERT/FICA TE I, RODNEY MIKESELL, A REGISTERED GEOTECHN/CAL ENGINEER OF THE ST,4TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SJ!iMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTlON BETWEEN THE DATES OF DECEMBER 2011 AND FEBRUARY 2015. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY R£COMMENDA77ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: TT-c. · ~ G.£ NO.:¼ DAT£· {&,/,II {p LICENSE EXPIRA77ON DATE: 6-30-2018 OWNER's CERTIFICATE I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RET,4/NED TO SUPERVISE OVER-ALL GRADING ACTlVITY AND ADVISE ~THE COMPACTION ANO STABILITY OF THE SIT£ )c . ' -,.. ~\<o \~~~ URE R. OW/CZ, MANAGER DATE PRESIDIO CORNERSTONE QC, LLC A DELAWARE LIMITED LIABILITY COMPANY BY.· CORNERSTONE COMMUN/77ES, LLC A CALIFORNIA LIMITED LIABILITY COMPANY, ITS OPERA77ON MANAGER PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-040-43 AND 44 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.· .)66-1671. LEGAL DESCRIPTION LOTS I AND 2 OF CARLSBAD TRACT CT 11-04, U<IP NO. /6038, CITY OF CARLSBAD, ST,4T£ OF CALIFORNIA, RECORDED JULY, 10 2015. __ L - --~(.-,.:;_;-::::J?oU.TE""• ~ .. z8 ~--:--~~~:::;;:~,~":=::. =-=-----:=~.;;=-~--~=~" ~ ·sTA ~ ~~~~~~==-==~~.;:r~~~~°' EL CAMINO COUNTRY CLUB V/ST,4 WAY 78 PA cKAf?.D WORK TO 8£ DON£ THE GRADING WORK SHALL CONSIST OF THE CONSTRUC77ON OF All CUTS AND Fll'.S, REMEDIAL GRAD/NC, DRAINAGE FACILITIES, EROSION CONTROL FACILl77ES. ANO PLAN77NG OF P[RU4NENT LANDSCAPING AND PREPARA77ON OD AS-BUILT GRADING PLANS, AS-BUILT GEOLOGI: U4PS ANO REPORTS. All AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY S74NDARDS. SPECIFICATIONS, REQUIREMENTS. RESOLUTlONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING fJOCUMENTS, CURRENT AT THE 77ME OF CONSTRUC77ON, AS DIRECTED BY THE CITY ENGINEER. -··.y, : ,-;:/ f I - . , IP. r~ \ t lC) ~-:'~ ~~ \ HAYU4R DR. SIT£ 1. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD ENGINEER/NG ST,4NDARDS. 3. THIS SET OF PLANS. 4. PLANNING COMMISSION RESOLUTION NO'S 6938 AND 6939, AND CITY RESOlilT/ON NO'S 2013-072 (CT 11-04) AND 2013-071 (EIR). = ' _-_-' <:::i = -~ ' I --....... MARRON RO. 5. THE ST,4NDARD SPEC/FICA77ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN 9OOK). 6. SOILS REPORT AND RECOMMENDA77ONS BY GEOCON, DATED MAY 11, 2012 IND FEBRUARY 24, 2015. = ~, -. -;y \j ): ,' ' t ·:~ \ ~,Q/Q 7. THE SJ!iN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD ST,4NDARDS. 8. ENVIRONMENT,4L APPROVAL DOCUMENTS (EIR 11-02) DATED FEBRUARY 6, 2Q13. 9. STORM WATER POLLUTION PREVENTlON PLAN (SW 14-292) PREPARED BY P/IOJECT DESIGN CONSULT,4NTS DATED AUGUST 7, 2014 WDID NO. 9 37C372464. TY MAP~ NOT TO SCALE THOU4S BROTHERS PG. 1107, GRID A-2 10. STORM WATER MANAGEMENT PLAN {SWMP 14-13) PREPARED BY PROJECT lESIGN CONSULT,4NTS DATED AUGUST 7, 2014. ADDENDUM SWMP (SWMP 15-27) Pl'EPARED BY SB&O, INC. DATED APRIL IJ, 2016. ' ..._ 2006 ED/77ON .~t,t:;·::.:;:.; 1::\,-: -\ L1~~~:.~.~ .... ,,, ~ '~, \ SHEET INDEX 1 I. CALIFORNIA STORM WATER QUALITY ASSOCIATlON BMP CONSTRUC77ON HANDBOOK AND CALTRANS CONSTRUC77ON SITE BMP U4NUAL. ,ti.;•~t.t, /1,'t./, ! t..' L' ,ft} O'."'H,"FT MO DF.·~~'R."'Pll,OW >2US~•'2k '• LEGEND flfl';~,,___t;,_,'...__, ~ / -~ 1/1 ~~ 1 2 3 4 5 TITLE SHEET NOTES. DETAl!S. GRADING PLAII TYPICAL SECTIONS STORM DRAIN PLAN AND PROFILE TRUCK TUl?ll·AROUN!? GRAPING PlAN O£SCRIPTION PROJECT BOUNDARY CENTERLINE CURB AND GUTTER LOT LINE DIRECTION OF DRAINAGE CONCRETE DITCH EASEMENT LINE FUEL MODIFICATION LIMITS EARTHEN DITCH SLOPE (2:I U.N.O.) CURB owe. No. SYMBOL QUANTITY ------ D-75* 450 l.F. 1/ /I 1/(/1~ W;{fj ~--,, 4 I , . ~, --,a "' -/1;/,W/i "'if:1/~ LL =i 1\.: -<-..-;-4';::Ji!ff& 1;;,; -, 1///,JZ.::.-cc, PROPOSED CONTOUR DA Yl/GHT LINE RETAINING WALL REMOVABLE BOLLARDS SUBGRADE ELEVATION C-3 TYPE 3 (SDRSD) \~ '~~ . . ---'.---,11/;ift;'0""~ "·*)~53.::t-Ai)J);,;w/,/4~ ---· ---KEY MAP SCALE· I• = 100' EARTHWORK QUANTITIES GRADED AREAS.· 15.25 A.C. CUT QUANT177£S.· I, 600 C. Y. Fill QUANTITIES.· 22,200 C. Y. REMEDIAL.· N/A C. Y. CONT,4M/NATED SOIL/EXPORT: N/A C. Y. IMPORT.· 20, 600 C, Y. (QUANT/77ES SHOWN ARE ADJUSTMENTS TO THE APPROVED GRADING SHOWN ON DWC. NO. 484-5.4). QUAN7777£S SHOWN ARE FOR ES77MA77ON PURPOSES ONLY. QUANTITIES ARE GEOMETRIC ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS. BENCHMARK CITY OF CARLSBAD G.P.S. ST,4TlON NO. 88 (CLSB-O88) PER RECORD OF SURVEY NO. 17271. . ELEVA77ON.· 317.176 M.S.l. DATUM (NG. V.D. 1929) SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORMATlON GATHERED IN MARCH 2014 BY PROJECT DESIGN CONSULT,4NTS PHOTOGRAMMETRY SHOWN HEREON CONFORMS TO NA77ONAL MAP ACCURACY ST,4NOAROS. SPECIAL NOTES FOR SPECIAL NOTES SE£ SHEET 2. LIST OF ABBREVIATIONS EXIST. R/W TYP. F.G. T.C. F.F. S.G. AC. fl f I[ MIN. P.P. £P. DIA. £0.£ V.C.P. S.F. LP. R.C.P. T.W. S.M.H. C.F. D.U. EXISTING RIGHT-OF-WAY TYPICAL FINISHED GRADE TOP OF CURB FINISHED FLOOR SUBGRADE ACRE PROPERTY UN£ CENTERLINE FLOW LINE MINIMUM POWER POLE EDGE OF PAVEMENT DIAMETER EXISTING OVERHEAD ELECTRIC VITRIFIED CLAY PIPE SQUARE FEET LOW POINT REINFORCED CONCRETE PIPE TOP OF WALL SEWER U4NHOLE GARAGE FLOOR DWELLING UNIT B.W. H.P. F.S. C.B. c.o. o.c. P.C.C. ST,4. owe. U4x. ELEV. o.c. SIM. ST. LT. PVT. DWY. PKWY. S.D.C.O. GTR. MOD. s.c.o. U.N.O. /.£ C. Y. BOTTOM OF WALL HIGH POINT FINISHED SURFACE CATCH BASIN CLEANOUT DECOMPOSED GRANITE PORTLAND CEMENT CONCRETE ST,4T/ON DRAWING U4X/MUM ELEVATlON ON CENTER SIMILAR STREET LIGHT PRIVATE DRIVEWAY PARKWAY STORM DRAIN CLEANOUT CUTTER MODIFIED SEWER CLEANOUT UNLESS NOTED OTHERWISE INVERT ELEVATlON CUBIC YARD REFERENCE DRAWINGS CARLSBAD TRACT 83-21 VILLAGES •o• AND 'P-1: DWC. NO. 244-3. FINISH SURFACE SPOT ELEVA77ON FINISH GRADE SPOT ELEVATION FLOWLINE ELEVATION RIP-RAP • • • 130.0 s.c. 120,0 F.S~ ~ 120,0 F.G._ • 120.0 [ 9 EA . SOUTH COAST MATERIALS QUARRY GRA!JNG PLAN DWC. NO. 470-5.4. U4RRON ROAD GRADING PLAN DWC. NQ R 11148 - CITY OF OCEANSIDE PRIVATE STORM DRAIN PIPE PRIVATE CURB INLET W. T./f.B. 158 l.F. 2 EA. TYPE 'B' PER D-2 * ==GI ___ -fr"' ----u,,,, U4RRON ROAD IMPROVEMENT PLAN DWO. NO. Rft 146 - CITY OF OCEANSIDE CITY OF OCEANSIDE U4SS GRADING PUNS - QUARRY CREEK OWG. NO. 484-5A. STORM DRAIN HEADWALL D-3O, D-34 3 EA. CITY OF OCEANSIDE GRADING PLANS - OWC. NO. G/4-OOO6 QUARRY CREEK IMPROVEMENT PLAN owe. 484-5. LU/SEND WAY (PRIVATE) IMPROVEMENT PLAN DWC. 484-5D. ,-----~ SEWER U4/N SEWER U4NHOLE WATER U4/N FIRE HYDRANT --s PER DWG. 484-50 -0-- --II -- s- s -- \/- LEGEND ~ EXISTING EXISTING STORM DRAIN PIPE EXISTING TYPE "A-4" CLEANOUT EX/SllNG TYPE '8-1 • CURB INLET EXIS77NG CONTOUR * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME J, 1Cfl)PTER 2. NOT£: [(£)] Eb All ST,4NDARD DRAWINGS NUMBERS REFER TO SJ!iN DIEGO REGIONAL ST,4NDARD CRAWINGS EXISTING CURB AND GUTTER EX/S77NG STRIPING EXISTING GAS EXISTING ELECTRIC EXISTING SEWER U4/N EXIS77NG WATER MAIN EX/S77NG RECLAIMED WATER MAIN EXIS77NG FENCE EXIS77NG STREET LIGHT ...___ __ 290 ______.,- G E s -0- v/ Rv/ --x--x-- o--¢- UNLESS NOTED OTHERWISE CIT( ofV!51'A CO/JS[((.uC(/ON NtJ[e: l,-(o/Jf((A C(~K Sl-{All b61AtfJ A CITY PF V/?11, /?lf.tH1·()F-WAY Pf,'(ff/1 IOI? T//€ I/J51AllA1l0/I/ Of THE. 7UJZfl,Af!OllND A/.IPStW£/l./J.C{ESS PRJ/IEWA'f. 2. -C0N1RAC'10/?. JHAll CALl 1:/(Y Of tt/111\ fOR. IN5ffC1totJ &f 111£. TU!Vl·Af(IJ/J;./P /,fl[) SeWEli' A('([SS PRIVfwAY I/./S1Al/ATION. f)/JY Woll/< /'Ef?fO,f;'16O 1/11/1/ll)l/1 1/ft fROPE.f< l,'15/'f('f/o# Of 1/rt t1ry Or V!.S1A EIJll,!JV,fER/,AJ{, 11'15'Pl?t'7'r,v,1 :.flAtl e~ !?fJe,r&D. R£OUIRFD TR£ATM£NT CONTROL BMP TABL£ TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. U4/NTENANCE AGREEMENT FREQUENCY BIO-RETENTION B.M.P. SHEET. NO. 7 6 MONTHS (MIN.) TC-32 PRIVATE U4/NTENANC£ BASIN AGREEMENT DWC. 484-5.4 SUSMP PROJECT PR/OR,TY.· HIGH. (/Tr Or VISTA -A 5 BIil I. 7' ,..,-,-,--· Jo ~ §'-/8-zc1 7 o 11 t. 1/1 "rJ. · SA/I ;-r A,·/4J;v p ,A -r ,fl' -=> e e. o "'I"' w s-11-z<> /Iv SPec-noJ<J D,A7e CITY OF VISTA REFER TO CITY OF VISTA D\IG-4502 REVIE\IED ~y, d~ o,b,L,~ j o I? i'fi; .,..., e ,VP""« P A -re . 1{;;.&1!16 ee!-OA--7 •E.;0.11:. SAN:r 1A TION DATE . "AS BUIL 1" -jh-~l./ RCE 68547 EXP. 'f·J0-21 5-15-20 DATE G-'L I -'2.o DATE t----,t----+-------------t----+------<--+---1 I SHE,ET I CITY OF CARLSBAD I SHEETS I ~=:::c=~-=:c:cc·~E::::NG~l~N===EE~R~l~N~G~D'.==E~P~AR~T~M~E~N~T~~..'==5=~ GRADING PLANS FOR LUISE O WAY (PRIVVl'E): BB&D~ QUARRY CREEK PLANNING AR£A R-1 ANQ R-2 TITLE SHEET HOP 11-04 811 PLANNING ENGJNEERJNG SURVEYING :'.;!SSO Ruffin Roeid, Suits 120 San Diego, Ca. 821 Z3 86B-56Q.11 41 BoB-560-8157 Fax ~ARK£(}~ DATE 5·15·20 AP.. DAlE INITIAL ENGINEER Of WORK AS-BUILT DAlE INITIAL REVISION DESCRIPTION OlHER APPROVAL DAlE INITIAL CITY APPROVAL APP)</)VE[l( ,IASON S. GELDERT _,.<k~~=~/~~~="•~'---------Jo ,11 · z.o/!,, CIIY ENGINEER PE 63912 EXPIRES 9 30 1 8 DATE OWN BY: -l°Ji_Q CHKD BY: _,._,.,~ RAVED BY· PROJECT NO. MS 15-13 DRAWING NO. 484-SF AS-BU/LT m !> ~ r 8 ·a nCD '"o I □o -q ~ C ! ~~ Ii~ ,_, lJ • ,l .t.> I ~z ,; z~ .~ .: ~I ! CD 0 ii rn "1_J " :u rn ; O)• "' Ul ~ I E3 z z m I m ~ 1: 1: 11 I i I i I m )> ~ I a ·o n CD mo ' '.fi □ ' o C : ~ ~ ', U) .. -c ,, lJ • ",! _[:> [~Z ;! E~ J~I 'mD ;! :0 JI .! OJ • ,,, Ul ,~~ z m I U) ~ ' I 1: Ii □ D § 2 Gl 2 C s:: [D m D □ :a ~ 2 Gl 2 C s:: [D m D □ D ~ 2 G'l 2 C s: Ill m D I I 1. I ' ! SPECIAL NOTES: . -THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER's SIGNATURE ON THESE PlANS DOES NOT CONST/TUT£' APPROVAL OF THESE NOTES ANO THE CITY WILL NOT BE' RESPONSIBLE FOR THEIR ENFORCEMENT. 1. 2. J. 4. 5. 6. 7. 8. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH VERTICAL ANO HOR/ZON7i4L PRIOR TO COMMENCING GRADING OPERATIONS. CONTRACTOR SHALL MAKE EXPLORATlON EXCAVATlONS ANO LOCATE EXISTlNG FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF LOCATION OF EXISTlNG UTILITIES. LOCATION ANO ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. GRADES SHOWN ARE FINISH GRADES. CONTRACTOR SHALL DETERMINE NECESSARY SUBGRAOE ELEVATIONS ANO SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADES SHOWN. CONTRACTOR A.GREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION OUR/NG THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE' LIMITED TO NORMAL · WORKING HOURS,· ANO THAT TH£' CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD THE OWNER, THE CITY, ANO THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM TH£' SOL£' NEGLIGENCE OF THE OWNER OR THE ENGINEER. TH£' CONTRACTOR SHALL B£' TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE Sli4TE OF CALIFORNIA SAFETY ORDERS. QUANTITIES SHOWN ON THIS PlAN ARE FOR BONDING ANO CONTRACTOR CONFIRMATION PURPOSES ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BIO ANO NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER {OR NOT) THE FIELD CONDITIONS AT STORM DRAIN INLETS ANO OUTLETS ARE PER THE APPROVED PlANS. IF FIELD CONOmONS DIFFER FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CON7i4CT TH£' SITE SUPERINTENDENT SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PlANS. ANO (TO OBTAIN) PUBLIC AGENCY APPROl14L, IF REQUIRED, PRIOR TO CONTRACTOR INS7i4LLING STORM DRAIN STRUCTURES. 9. IF ANY £'XIST/NG HAROSCAP£' OR LANDSCAPE INDICATED ON THE APPROVED PlANS IS &IMAGED OR REMOVED OUR/NG OEMOLmON OR CONSTRUCTION, IT SHALL BE REPAIRED ANO/OR REPLACED IN KIND ANO EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERMITTEE. 10. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON Ev',SEO ON INFORMATION OF RECORD. THE CONTRACTOR IS R£'QUIREO TO li4K£' PR£'CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON ANO ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE' RESPONSIBLE' FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMOl14L OF EXISTING UTILITIES ANO AGREES TO BE FULLY RESPONSIBLE FOR ANY ANO ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE ANO PRESERVE ANY ANO ALL UNDERGROUND UTILmES. 11. CONTRACTOR SHALL BE RESPONSIBLE' FOR MAINTAINING ALL S.W.P.P.P. (N.P.O.E.S.) DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL ANO Sli4TE REQUIREMENTS. 12. ALL RE7i4INING WALL SUBORAINS SHALL BE' INS7i4LLEO PER SPECIFICATIONS OF THESE' PlANS OR GEOTECH RECOMMENDATIONS ANO SHALL 8£' CONNECTED OR STUBBED TO NEAREST STORM ORAIN PIPES. 13. IMPERVIOUS LINERS FOR BMP's SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 12" MIN. ANO BE SEALED. LINER SHALL BE SEALED WITH MASTIC TO ALL STRUCTURES. ALL PENETRATIONS SHALL BE SEALED. PROPOSED EASEMENT NOTES R/W VARIES 50'-60' VARIES 2O'-JO' JO' VARIES J'-13' 17' 17' 13' ' 5.5' 7.5' 6' 11' 11' 6' 7.5' 5.5' LOT 6 I BIKE BIKE' LAN£' lAN£' .rTP.C.C. I SIDEWALK .· ..]% -I 2% 2% ' "'· l\'i~~ ... ~I %r:------~ -~ _,_ ---~------,-"-'~ 7: -:_;-;; = ~~ ~~';{\ . .-\\t""~\~ ~~ 1,·.\~ ~ EXIST. 5' W/O£' NON-CONTIGUOiJSJ P.C.C. SIDEWALK ~ £'XIST. TYPE •c • CURB ANO CUTTER (TYP.) STRUCTURAL SECTION PER =':i OWG. 484-5 I LOT 2 TYPICAL SECTION ~ EXISTING HA YMAR DRIVE {PUBLIC,) R/W 5.5' LOT 6 13' NOT TO SCALE Sli4. 5+07.66, P.C.R. TO I 1+72.O6 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SE£' CITY OF CARLSlv',D DWG. NO. 484-5 60' 30' JO' R/.W f 7' 114RIES f 7' -20' 'ARIES fO'-fJ' 7.5' 6' ff' VARIES fl'-14' 6' BIKE' lAN£' 114RIES 5.5'""1 BIKE' LANE STRUCTURAL SECTION PER OWG. 484-5 I LOT 2 TYPICAL SECTION ~ EXISTING HA YMAR DRIVE {PUBLIC} NOT TO SCALE' Sli4. f 1+72.06 TO 12+62.85 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS CALTRANS R/W SEE CITY OF CARLSBAD OWG. NO. 484-5 VARIES 2O'-JJ' 114RIES 50'-65' f VARIES JO'-32' 114RIES 6' VARIES VARIES 6' 10' I J' MIN.-ff' BIKE ff'-16' 14'-16' R/W [I] PROPOSED PUBLIC WATER EASEMENT TO CARLSlv',O MUNICIPAL WATER DISTRICT ANO 24' PUBLIC EMERGENCY ACCESS EASEMENT GRANTED TO THE CITY OF CARLSlv',O PER PM 15-13. @ PROPOSED EMERGENCY ACCESS EASEMENT TO THE CITY OF CARLSEv',O PER PM 15-/3. (I] PROPOSED PRIVATE STREET, GENERAL UTILITY EASEMENT (G.U.E.) ANO PUBLIC ACCESS EASEMENT TO TH£' CITY OF CARLSlv',O PER EXIST. CALTRANSJ I FENCE I '~ l\'i,:,. ..._ lANE STRUCTURAL SECTION PER OWG. 484-5 J' LOT f 5' BLOCK SOUNOWALL PM 15-13. (i] PROPOSED SIGHT O/Sli4NCE EASEMENT TO BE DEDICATED PER PM 15-13. @J PROPOSED SEWER EASEMENT TO THE CITY OF VIS7i4 PER SEPARATE DOCUMENT. [Ij PROPOSED COVENANT OF PRll14TE EASEMENT FOR MAINTENANCE' OF PRll14TE IMPROVEMENTS. INCLUDING, BUT NOT LIM/TEO TO: LANDSCAPING ANO IRRIGATION FOR TH£' BENEFIT OF LOT 2. (I] PROPOSED PUBLIC PEDESTRIAN ACCESS EASEMENT CRANT£'0 TO THE CITY OF CARLSBAD PER PM I 5-I 3. [Ij COVENANT OF PRIVATE ACCESS EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT I, ANO PARCEL 2 OF PM NO. 10749, LOCATED IN THE CITY OF OCEANSIDE PER PM 15-13. [Ij PROPOSED COVENANT OF PRIVATE EASEMENT FOR CROSS LOT ORA/NACE OVER A PORTION OF LOT 2 IN FAVOR OF LOT I. ~ PROPOSED FLOOD CONTROL AND LEVEE ACCESS EASEMENT TO BE GRANTED TO THE CITY OF CARLSBAD PER SEPARATE DOCUMENT. [lll PROPOSED LEVEE MAINTENANCE EASEMENT TO BE GRANTED TO QUARRY CREEK MASTER H.O.A. PER SEPARATE DOCUMENT. r,;;i A COVENANT OF PRIVATE EASEMENT FOR PRll14TE STORM DRAIN FACILITIES l!.=J OVER PORTlONS OF PARCEL f FOR BENEFIT OF PARCEL 2. 1,,1 A COVENANT OF PRIVATE EASEMENT FOR CROSS LOT DRAINAGE OVER A ~ PORTION OF LOT 2 FOR THE BENEFIT OF LOT f TO REMAIN. 1!±1 PUBLIC GENERAL UTILITY AND ACCESS EASEMENT TO THE CITY OF CARLSBAD GRANTED HEREON. ~ FLOOD CONTROL ANO LEVEE ACCESS EASEMENT GRANTED TO THE CITY OF CARLSBAD ANO COVENANT OF PRIVATE EASEMENT FOR LEVEE MAINTENANCE FOR BENEFIT OF THE QUARRY CREEK MASTER H. O.A. GRANTED HEREON. r;;;J PEDESTRIAN TRAIL EASEMENT TO THE CITY OF CARLSEv',O GRANTED ~ HEREON. EXISTING EASEMENT NOTES: (I) FLOOD CONTROL ANO LEVEE ACCESS EASEMENT GRANTED TO TH£' CITY OF CARLSBAD PER OOCUMENT NO. 2015-0354040 R£'COROEO JULY 7, 2015, O.R., TO BE ABANDONED OVER LOTS f ANO 2. CD SEWER EASEMENT GRANTED TO THE CITY OF OCEANS/OE PER INSTRUMENT NO. 68841 R£'COROEO APRIL 20, f 96 f TO REMAIN. '¾~ ~ ~ fl~~ i\t,·' m,c-fa ------=-----=""-----~,xi _j;-=~~~ ,~-:---'p-~~~\™B;, = EXIST. TYPE "G" . , CURB ANO GUTTER (TYP.) EXIST. 5 WIDE NON-CONTIGUOUS P. C. C. SIDEWALK $. RETAINING WALL PER DWG. 484-50 .s, , .,,~o --~~ . ., ,.,,~ 0 "' ·.: •: .... · , __ ,?. ~ . ., TYPICAL SECTION ~ EXISTING HA YMAR DRIVE {PUBLIC,) NOT TO SCALE Sli4. 12+62.85 TO 16+17.06 (CITY BOUNDARY} SHOWN FOR INFORMATlON ONLY, NOT A PART OF THESE' PlANS SEE CITY OF CARLSBAD OWG, NO. 484-5 ADJUST 5EWER MANHOLES' TO GRADE PER CITY OF II/STA Ow'G No. Sw'R-308 & SWR-33 CALL c.-1-ry OF Vl':>tA FOR ItJ~ Pl:.C-Tt O/J. / If. J' PROPOSED 54' PRIVATE DRIVEWAY, GfNERAL UTILITY ANO PUBLIC ACCESS EASEMENT 27' f 27' 10' 17' 11' fO' 71 1 :o5.5', 1 .4.5' FINISHED SURFACE 4.5' 5'~ I A wn.-(ELEV. PER PLAN)~-~-0.5' .C. P,,m,C ~ I WITH BASE , ~-r 2.0% ~-' ~-i1~~~~~~2~._0=~~~~~~~~=~32~._o.~~--~~L~~~~?7'~ t~ ~ ~ 4" P.C.C. SIDEWALK (TYP.) / I 6.-~ (TYP.) ,-,ci:,n=1~ 6" TYPE "G" CURB 2 ANO CUTTER (TYP.) STREET SUBCRAOE TYPICAL SECTION LUISENO WAY {PRIVATE,) UNDERCUT (TYP.) If. ,,,.-- NOT TO SCALE Sli4. 10+85± TO 14+50± {NO PARKING -BOTH SIDES) PROPOSED 54' PRIVATE DRIVEWAY, GENERAL UTILITY 27' ANO PUBL:C ACCESS EASEMENT f 27' I ,o· 17' f 7' fO' 5' BLOCK,-- SOUNOWALL FROM Sli4. I i5' 4·5 ' ,. 18+30± TO 1 1 o.51 , A.C. PAVING FINISHED SURFACE /9+05± WITH BASE (ELEV. PER PlAN) ----- / _ 10£NJ!ezt1)1-_,;,. ~L~-o.;:~:w~ 2.0% 2.0% -potNT I d "'. u_::l::i::-:::-::..==.=:._=:_'-::_::..=-====:t~=-=-=-=-=':.=':.=':..==:-::i::~J.J I <J;·\ r I q::::::;...-----;t~----~=i BROW DITCH PER 0-75 l I _J 5 • \ (TYP.) ~ ---h,~~=~\ 2' 6" TYPE •c• CURB ANO GUTTER (TYP.) , / 4" P.C.C. '---,,,-SIDEWALK (TYP.} STREET SUBGRAOE UNDERCUT (TYP.) TYPICAL Sf'CT/ON LUISENO WAY {PR/VA TE,) -~Q ~\~~ NOT TO SCALE ST,4. 14+50± TO 19+o5±, P.C.R. (NO PARKING -BOfH SIDES) ~-z. 0 r . V'I ~ o \ o "T\ .,.-----? ►"T\ tT\ ✓ 'O ·. ofvt'. o'f. \)lf<P ~ 5,4 .-A,,,.,,-.U-: 7~·· ER EASEM. , . -a~-.-<-: .,f:.}\.-::~; /'o'J"' ·::,_"1 ·6'o ~ s~<O'R ""- ~' DETAIL ')f II SCALE.· f • = 20' SEE SHEET 3 EX/. 'DC&£' EASEMENT 'OROEO 8-21-15 AS 'STRUMENT NO. 2015-0444103 SEWER ACCESS ORl~AY PAVING PER CITY OF VIS7i4 owe. SWR-23 ANO GEOTECHNICAL ENGINEER RECOMMENDATIONS -R=2O' ¾~ 166.60 ~- .::---G4TE PER cn:r.,-oF_..~ VIS7i4 DWG. SWR-2 IA, fB, 2fC, 210 70 11 c11r of Yt51A toNJ1/?Utr1oN No res: J. -fO/lff{l,l'fOK )H/llt 061~/N A {'11'1 ~F V1Jr1-1 R'l~HT-Of·IAIAY PE//:dtr fOR Tflc IN!(AUA1tON t)f 1H!i TVRJJ-l/~Dl1Nl> /J/ll7JtWtf< ,4tt,r.!J P~IV,WAY. Z -t'!)Nf'!f Atfo;t l/lAJL fALl l'rfY of Y111A f()R lll.fflit1'10N flf 1}t t 1JKN·,4f/)JJ/IO /Y•P J~wER ,4Ct£SJ PKfVliWAY !# 57"Att,4T/ Of.I. J/}I'( ',<IO .Ri ft;?rt!RfltP 1,v1f//01Jr rJtt f!{'Of't/t 11.1/'et'r;ot-1 t!f 1/16 t11Y of Y1J(A fiJt;t,</ttR/114 /)IS PtC'l'/l!ff $/IAtt e,& /{ t' J e< 7 eD. "AS BUILT' b g.~ 5-15-20 RCE G854-7 I EXP. 'l-30-21 DATE REVIE\v'ED BY, /11-~' INSPECTOR t--t----t---------------t--t---t---+--il SH2EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 5 _' 1----t--t----------------t---+---t--+----l ~G==RAD===rn=G~P=LAN==s~FO~R~L'==urs~NO°:=:W':=A~Y=(~P:,::RIV~A7E===)::'....'::::===; BB&D~ QUARRY CREEK PLANNING AREA R-1 AND R-2 NOTES, DETAILS, TYPICAL SECTIONS HOP-ff-O4 APPRO~· A 0 SO.Pl1 ~p~LDERT PLANNING ENGINEERING SURVEYING 3890 Ruffin Road, Suite 120 San Diego, Ca. 98123 85B-Ei6Q.1141 86B-560-B1 57 Fax AARON PARK. DATE ---;,.'-""o<d.a..:./~L-""-''-----~~--/0 . I I' 'UJ /& 1-c--~,,-,;~~-1--~~~~-----------t---+----ll----+----l CITY ENEER PE 63912 EXPIRES 9 30 16 DATE 5-15-70 A.P. .. A5-6UILT OWN BY: 3B&O PROJECT NO. I DRAWING NO. OAlE INlllAL DAlE INlllAL DAlE INlllAL CHKD BY: ~V,=r,(~-'"S 15-13 484-5.F ENGINEER OF WORK REVISIO"l DESCRIPTION OlllER APPROVAL CITY APPROVAL RVWO BY: m. AS-BU LT I I ' ' CJ II ~ 2 Gl 2 C s: CD m II CJ II ~ 2 Gl 2 C s: CD m II CJ II ~ 2 Gl 2 C s: CD m II • CJ ~ G)ffi i ·•"' ~1 I ' I I I ' I ! I. 'I I i I ,: " I ,1 I\ _I_ j .. : 1, ' -·-' ,,-_; I "t'"'l.tf \·.11 'I ,1,iil I ---'-~ I I i I I, EXISTING UTILITY NOTES: 0 EXIST. 8" P.V.C. WATl:R {PUBLIC) PER DWG. NO. 484-5. 0 EXIST. 8" STL. WATl:R {PUBLIC) PER DWG. NO. 484-5. 0 EXIST. 12" P.V.C. WATl:R {PUBLIC) PER DWG. NO. 484-5. 0 EXIST. 6" RECYCLED WATl:R {PUBLIC) PER DWG. NO. 484-5. 0 EXIST. 12" P.V.C. SEWER {PUBLIC) PER DWG. NO. 484-5 © EXIST. 15" SEWER. 0 EXIST. 21 • SEWER. © EXIST. 36" SEWER 0 EXIST. 18" R.C.P. STORM DRAIN {PUBLIC) PER DWG. NO. 484-5. @ EXIST. 18" R.C.P. STORM DRAIN {PRIVATE) PER DWG. NO. 484-5. @ EXIST. 30" R.C.P. STORM DRAIN {PUBLIC) PER DWG. NO. 484-5. @ EXIST. 36" R.C.P. STORM DRAIN {PUBLIC) PER DWG. NO. 484-5. @ EXIST. 42" R.C.P. STORM DRAIN {PRIVATE) PER DWG. NO, 470-5A. TO REMAIN. @ EXIST. 27" SEWER. @ EXIST. 24" R.C.P. STORM DRAIN {PRIVATE) PER DWG. NO. 484-5. @ EXIST. 24" H.D.P.E. STORM DRAIN {PRIVATE) PER DWG. /iO. 484-5A. @ EXIST. 54" H.D.P.E. STORM DRAIN {PRIVATE) PER DWG. /10. 470-5A TO REMAIN. @ EXIST. 60" H.D.P.E. STORM DRAIN {PRIVATE) PER DWG. 110. 484-5A. TO REMAIN. @) EXIST. 30" H.D.P.E. STORM DRAIN {PRIVATE) PER DWG. 110. 484-5A. @ B.M.P.-NORTH FILTER {PRIVATE). EXIST. BIOSWALE TO 8£ REMOVEO AND REPLACED WITH BIOCLEAN WATER POLISHER PER DWG. NJ. 484-5A. EASEMENT NOTES: {SEE SHEET 2) [l] INDICATl:S PROPOSED EASEMENT. CT) INDICATl:S EXISTING EASEMENT. BOUNDARY DATA TABLE 0 1 2 3 4 5 6 7 8 9 ~/BEARING N 1'03'25"W 23"11 '29" 21'51'45" 12'29'46" N33" 36'53"W N73"51 '28"W 5'51 '01 • 36'50'07" N8T21'30"E RADIUS LENGTH 71.04' 173.00' 70.02' 173.00' 66.01' 227.00' 49.51' 28.16' 25.84' 470.00' 47.99' 90.00' 57.86' 4.50' BB&D~ Pe,ANNING ENGINEERNG l;lURVEYING 3980 Ruffin Road, Suite 1 BJ $an Diego, Ca. 82123 85B-5SG1141 80S--5SO-S 1 07 Fax MRON PARKER /o-7-/t, DATE 5-/5-20 DATE I SH~ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 5 GRADING PLANS FOR LUISENO WAY (PRIVATE): QUARRY CREEK PLANNING AREA R-1 AllO R-2 HOP 11-04 APPRO~LDERT /O·/J, Z.PI' CITY ENGIER PE63912 EXPIRES 9/30116 DATE DWN BY: ,z,2~Q PROJECT NO. DRAWING NO. CHKD BY: \ f;e MS 15-13 484-SF RVWD BY: "' AS-BLJILT • " I I ' □ i 2 G) 2 C s: CD m JJ □ JJ § 2 G) 2 C s: CD m JJ ! i I I I , ' ' i ~~VA' -------------___ ,_ L_;: _L~ §',l--t---+--tl-arl\-t-- \ t--+--+--+--+--rr-l-l!-~~f----l---l-->--i---l---l-l---l---1-----~ ~ RIP-RAP ENERGY -------1-------~l.,i f----¼,i 1.,i 1-'--'--'--j__j__j ___ ,---1-__ Ll, - , __ , DISSIPATER 1/4 TON I I~ ~ ~ L=B: W-=6; T=2.71 -~ f--.-~ +~ i ?\ -c~ ~ tt---t------i ,-+--+--+--+--~ t--~ c~ ~ ~ ---~ -c--- ..... "i--..... j ;... ..... ..... 1-+-+-+-+-+-I --l-f-f--l--+-+-+-+---+----+----+----+--+-I+------------1----! 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PR/VAT£ STORM DRAIN DATA TABL£ I I I 6. /BEARING RADIUS LENGTH DESCRIPTION 1 Ne!9'!4,.E --8.17' 24,.H.D.P.£ STORM DRAIN 2 NJ5'22'16"W --51.57' 24" H.D.P.£. STORM DRAIN J NJT50'4J"W --19.49' 24" H.O.P.£. STORM DRAIN ,,.. .A PRIV.A TF -"TfJ!/?M OR.AIN LIN£ "O" 4 "AS BUil T" /L;~k RCE G8547f EXP. 'l-30-Zf INSPECTOR 5-15-20 DATE {S££ SH££T 3} i I +----+--+--+--'--,'--'--l--1--+1-----l---l----i---l'---+---+---1----+-f---_,_ ' i -·----·---- -------l--+--+--+--+--1---1---1---1---1---1-' ---+-f----+---+---+-l---l--+--+--+---+--+--1----+-+-+-+- i I -+--~2~-H--+-+-+-+-+-+-+-+-+--l---l---l--l--l--l--l--l---l---l---l---l---l----''-l-l---l---l---l---li_j_ -l---1---1--1--➔-•--l----l----l--+-'--l ---. --+·--+--+---+---+--+--l---+--+--+--+--+--+--+----li---1----1-----I---I---I---I-__ 1-- -l--+--l---l---f---f---f----L--+-+I ---+, ---+-------------•---+--1 -------------j_ - . -·--I---l-~ - ------t--t--t--t--t-----t-----+----t--+---1---1--+-➔---+-(_ ~I-I------ -~ ~ ~:i::--------i---i--t--i------t--+ y,--+-APfR WI~/ I 'fl/. WE. _J_~ -C-+------1-- --I~ -..... -~-f--f--.-_j___ !<I - -,·-Ci 4at..onii -P!Pfi:.-1----1-----1--r.-l-__j__j_ __ ,_ -f-1-- -~rt=r=i.=J~-t=tii~l=l' =1=t!1t11::f-i!ttt:t1jj=,ac11 '", i---+---+--+-l-' ---l - ---+--------- -~---I-----t--l-~1~ / : ~,1'c_1,_L_Jc__\__;_l--1-_ • 1 I/ I'\. I ~ --.--+----1-----1-----1-----1----+-~~ I/ 11 ,_ -----K-,i--+ ✓----Ja,x.=x""r.~.---+--a='/?,d.u.~w.""'P"-1----+-"~~- _,____,_1 1-~ \2~--7:-· / I', I / /: / ---+-~-'------~--./-✓f r ! I ,,,--H,,G.L 101 I CT i I- ! i I ! -j --l--+--+--1---l---l---1---1---1-+--l--~I --- ------1-------------1-----.1-___ --- --1--l---+---+---L----L---1i- -------------1~4, 1-l----l---+-----l--'-_j____j___L------<-_ ------ -----~- . f'" ---i---+--+----t-----t--'-r' -t-----t-----t-----t---+--+--+--+--+-1--1---+--+---+ --- --.- 9l.8 Lr. <" J6•1 H. b,P.'£. Sli 1?M, DRAIN __ _ ---+--+--+--+---+---'-' _'_,_t:..-.o:+--=+--11_,_o---+~-.Fl-l-.S:_.,_~V--'1+0'--T-l---2.-l-2-l-'._-1-f.S:_ • .1--.1--.1--.1--l--L-L-JL-J--L I ----------+--4---"-------t----J-----J-----j-----j---+--+--+--+--+----t-----t-----t--+--+--+----4------•!-~ +--1---1---1---l---l--+-+-+--1---l---1---l-+--+--+--+--4---------. . -. ------------------1---_j__-L--1------l--.-1-- I ..L---L---1--_j__J__J__l------l ---------------+------------·+--t--t---1----1--t--+-< --I--+--+---+ --· ... ------------------------------i --t--+--+----+--+--+--l--+--+---+----l---+---l----L---t-----L--+--1---1- ' ---1--, -1----1----'--1-----L----L----L---L---·---t--· -+--+--+--+----t--+----1---+-+-+-+--+---+---+--+--l---f---+--+---l---l--+- I -f---l----i--+----1------1----l--f---+--+--+--·-----··------------t--+-----·-----·----· l-+--------'---1--+ -.__ --1--1--1---1---+ I -l-+--+-+-+-+--1---1---f----1---l--+------i l---l---l---l---1---1------ll------ll-----ll-----l------<------<----------. _L_ - ---~ ------_! :~--II-! -I----+--_ =:~7+---lr-Q"----,pj ,,tAT£--_C:T0J ,, __ 'l)RAIN-lYNEl"ff" -------- ! S£P1Lf' • ,. , 0'(fl), 1' = 4' I} -~-t--t--t--t-+--+--t--+--+--+--+-l---l---f----f----1-----1------'---1----1-------l-1-- 1 , I FOR IMPROVEMENTS WITHIN LUISE/VO WAY {PRIVATE) SEE CITY OF CARLSBAD owe. NO. 484-5G, PR/VAT£ STORM DRAIN DATA TABL£ RADIUS DESCRIPTION 4 N79'.26''J5"E LENGTH 97.84' '36" H.O.P.£. STORM DRAIN /8 4 PRIV.A TE STORM OR.AIN LIN£ 11F" {S££ SH££T 3) 0RAPH/C SCALE -/111..--..---~..-~--__:__ 20 O 20 40 _-__ --_L..f...i. / 60 J ,, I ' SB&D~ PI.ANNII\IC3 ENGINEERING ass□ Ruffin Fl□ad, B1.-1ite 120 San Diego, Ca. 821 23 8!56-1560-1141 856-1560-B1 57 Fax SURVEYING DAT£ t------t----+--------------l-----'----L-__j_____J fsHEEl7 CITY OF CARLS BAD I SHSEETS I L±_j ENGINEERING DEPARTMENT t----t---t-----------------1---1-----l---...L--l GRADING PLANS FOR LUISENO WAY (PRIVATE): QU.ARRY CR££K PLANNING AR£A R-1 A/ID R-2 HOP 11 04 APPROVE316-SO~ GELDERT t----t--+-------------------1---1-----l---...L--l ==-=-==~~..d:,~~::--=----:-----:----/0· //, UJ/6 1-;-=-::-;;--t--:-:=---r-a,;--c=c.cc=------------1---1-----l---...L--l CITY ENG"'EER PE 63912 EXPIRES 9/J0/16 DATE 5-15-20 A.P. AS·BUIL1 ~~~~;;:;;;::;=-~~~~~~~~~==~ f-=--'=c:DAc:::TE::"--l--"clN=m,..:.AL,-+.:.:..::__::.::..:....::-'--------------...L-DA-TE--1-1N-ITI_AL_j._D_A_TE__J_IN-ITI-AL_J DWN BY: SB&O PROJECT NO. DRAWING NQ. ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~ ~~; sJt MS 15-13 484-SF AS-BUILT I CD ,, ~ Ii B I -, ~ El ~1 '.El 0 ~ o§ ~t ~~ I ro ,., -< ' ~ . f; !:> 'I~ z 'Z~ .;j C .c $. I 'I mo ; ~ lJ _, m I ro-~ (Jl ~ I ~\~ z 8l 11 ~ I' II I ! ,, □ l] ~ 2 GJ 2 C s to m l] □ ll ' ~', 2 Ci! 2 C '~ m l] I I! I ' ,, I i I ·l· I I ,· ' I ~ ~~ytA~t DEMO EXIST. CURB AND GUTTER INSTALL 24' DRll-fWAY PER S.D.R.S.D. G-14B \ ~ EXIST. CURB AND GTR. to ~ "' "' ~ ~ ~ ~ "' "' (162.87) F.S. ~ ~ ~ ' '- ~ ~ ~ ~ OETA IL 1)t .,., SCALE: 1" = 10' SEE SHEET 3 BB&D~ PLANNING ENGINEERING SURVEYING 3890 Ruftln Road, Suite 120 Sc1n Diego, Cq. 921 23 858-560-1141 858-560-B'l 57 Fax X170.8 -· ~ "'- r~~~ 5·15-ZO A.P. AS-BUILT -· .-·· 809018120 CONSTRUCTION NOTES: 1. CONTRACTOR IS REQUIRED TJ OBT,4IN A CITY OF WSTA ENCROACHMENT (RIGHT-OF--WA Y) PERMIT. 2. CALL CITY OF WSTA FOR INSPECTION. ANY WORK WITHOUT THE INSPECTION Of THE CITY OF WST,4 ENGINEERING INSPECTOR WILL BE REJECT[D. 3. ALL WORK SHALL BE AS RECOMMENDED BY THE SOIL> ENGINEER. GRAPHIC SCALE II M WW 10 0 10 20 11 AS BUILT' JO t~ 5-15-Z0 ' RCE 68547 I EXP. q. JO -2 I DATE INSPECTOR I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR LUISENO WAY (PRIVA?E): QUARRY CREEK PLANNING AREA R-1 AND R-2 TRUCK TURN-AROUNO GRADING PLAN HDP 11-04 APPROVED: JASON S. GELDERT CITY ENGINEER PE 63912 EXPIRES 9130116 DATE DWN BY: SB&O PROJECT NO. I I DRAWING NO. CHKD BY: MS 15-13 RVWD BY: 484-SF \ DATE INITIAL DATE INITIAL DATE INITIAL --;-;~~~=J:=--~~~----'S~·:.:l~-~z~o ,._E_NG_1N_E_ER_OF_WOR_K...._ ___ R_E_v_1s_1_cN_D_E_s_c_R_1P_T_1o_N ____ ~o-TH_E_R_AP_P_Ro_v_AL........1._c1_TY_AP_P_Ro_v_AL_.. _____________________ .....1 DATE ' ,,. --- I: AS-BUILT ' -------------------------------------------------------------~~------------------------------------- l " ' Ii I, □' D )> ~ -z C) z C s: OJ m D □ D ~ z C) z C s: OJ m D ~ ~ z C) z C s: OJ m D □ D Cl l> tn I ~ a ,Iii, C) tn : z en C "II s: OJ m D