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HomeMy WebLinkAboutDWG 484-5H; MS 15-13; QUARRY CREEK PA R-1; 01-11GENERAL NOTES PRIYATE /IIPROYEIIENT PLANS FOR: WORK TO BE DON£ 1. 2. THIS PLAN SUP£RSEDES ALL OTH£R PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL COD£, R£SOLUTION OF CONDITIONAL APPROV,4L, CITY STREET NOTES QUARRY CREEK • PLANNING AREA R·t THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWNC DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ,NC/NEER. 1. CARLSBAD MUNICIPAL COO£ 2. CITY OF CARLSBAD ENGINEERING ST,4NOAROS. CARLSBAD MUNICIPAL WATE'R STAJIDAROS (CMWO}. J. 4. 5. 6. 7. 8. 9. STANDARDS OR OTHER ADDmONAL DOCUM£NTS USTE'D H£REON AS THEY U4Y P£RTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WH£N NON-CONFORU4NCE IS DISCOVERED. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOP£R OR ENGINEER-OF-WORK FROM R£SPONSIBILITY FOR THE CORRECTION OF £RRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL 8£ REQU/R£D FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE' OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF /1,000,000.00 FOR £4.CH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRmNG THE POLICY MUST fflkf" A RATTNG OF ti • OR fiPTER AND A SIZE C47FGORY OF CLASS V OR BmER AS ESTABLISHED BY 'B_ESTS"i<EY RATING GUIDE. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA VE 8£EN OBTAINED FROM THE CITY AND OTHER APPROPRIATE' AGENCIES. REVISION OF TH£SE PLANS At4 Y BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE D£4.DLINE DATE' OF THE IMPROVEMENT AGREEMENT. NO REVISIONS WILL BE At4D£ TO TH£S£ PLANS W/THOilT THE WRITTE'N APPROVAL OF TH£ CITY ENGINEER, NOTE'D WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON 8£/NC SICN£D BY TH£ CITY ENGINEER. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ £NC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANC£ OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE At4/NTAINED TO TH£ PROJECT SITE' AT ALL TIM£S DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY £4.SEMENTS, A SOILS REPORT COMPRISED OF (,4) SUMU4RY SHEET, {B) LABORATORY WORK SHEETS AND {C) 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER •R• V,4LU£ T£STS HAVE BEEN CONDUCTED BY A PROF£SSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TE'STS AND TH£ ENCINE£R£0 STRUCTURAL SECTION MUST BE SUBMITTE'D TO THE ENGINEER/NC INSPECTOR FOR REVIEW AND APPROV,4L A MINIMUM OF TWO {2} CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STR£ET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOL£S SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET UCHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NAR/£S SHALL BE ·cur oFF· TYPE 3. ALL UNO£RCROUND UTILITIES AND LATE'RALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS CUTTERS OR SURFACING THE STREETS. 4. WH£RE AN £XIST/NG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET ARE4.S ANO REPLACED WITH PROPERLY COMPACTE'D SOILS, IN OTHER ARE4.S THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE COD£ 6. STREET TRE£S SHALL BE INSTALL£0 PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE At4NUAL. 7. FIRE HYDRANT U4RKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER S.D.R.S.D. DWG. M-19. 8. ALL SURVEY MONUM£NTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE£STABLISH£D, PERPETUATED, ANO DOCUMENTE'D PER THE PROF£SS/ONAL LAND SURVEYORS ACT. 9. TWO {2} SETS OF SURVEY {CUT} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NC INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN {40 WATT} OR 13,700 PUPIL LUMEN {100 WATT} HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES COMPACTION CURVES, SHALL 8£ SUBMITTE'D BY A PROFESSIONAL £NC/NEER OF 1 THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF • APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTE'D TO THE SEWER At4/N ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE • CITY OF CARLSBAD ENGINEER/NC STANDARDS: ANO THE STANDARD SPECIFICATIONS, U4RCH 1993, ANO THE STANDARD SPECIFICATIONS CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTE'N FIELD COMPACTION REPORT{S) SHALL BE IMMEDIATE'LY SUBMITTE'D TO THE CITY £NG/N££RING INSPECTOR UPON COMPLETION OF THE F/£LD TE'STS. 12. A PRECONSTRUCTION ME£T/NG SHALL BE HELD AT THE SITE PRIOR TO THE' BEGINNING OF WORK ANO SHALL BE A TlFNOEO BY ALL REPRESEN'TA TIVES RESPONSIBLE FOR CONSTRUCTTON. INSPECTTON. SUPERVISION. 7FST7NG ANO ALL OTHER ASPECTS OF THE WORK: THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING TH£ INSPECTION LIN£ AT {760) 438-3891 AT LE4.ST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTR(JCTION. APPROVED DRAWINGS MUST BE AV,4/LABLE PRIOR TO SCHEDULING. 13. ALL INSP£CT70N REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL %r rt6i1 PiaCAim~ ,&17't~Nff6%EC,,Jg3Jfs t%1-1%l1flfi1to'5°k~&fft-ifN£' 2:00 eu ON THE DAY BEFORE THE INSPECTTON IS NEEDED. INSPECTIONS WILL BE At4DE THE NEXT DAY UNLESS YOU REQUEST OTHERWISE REQUESTS At4DE AFTE'R 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATE'R. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOP£R AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND At4/NTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE' ANO FEDERAL SAFETY AND HE4.LTH STANDARDS LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM!mNc A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE D£SICN OF THE SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE At40E OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES AV£ FEET {5') OR MOR£ IN D£PTH AND APPROVED BY TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO £XCAVAT/ON. IF THE PLAN VARIES FROM THE SHORING SYSTE'M STANDARDS ESTABLISHED BY THE' CONSTRUCTTON SAFE[( ORDERS. TITLE 8 C4LIFORNt4 ADMINISTRA Tlkf" COO£. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE' CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTE'D TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGIC4L RESOURCES ARE DISCOVERED WITHIN ANY WORK .zf2t:I£ DURING CONSTRUCTION, OPERATTONS WILL CE4SE (MMEDt4TELY. AND THE PERMITTE'E WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY £NCINE£R TO DO SO. 17. ALL OPERATIONS CONDUCT£D ON TH£ SITE' OR ADJACENT THERETO, INCLUDING WARMING UP, R£PA/R, ARRIVAL, 0£PARTUR£ OR OPERATION OF TRUCKS, £4.RTHMOVING £QUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTH£R ASSOC/A TE'D GRADING EQUIPMENT SHALL BE LIMITE'D TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. £4.CH DAY. MONDAY THRU FRIDAY AND NO £4.RTHMOVING OR GRADING OP£RATIONS SHALL 8£ CONOUCTE'D ON WEEKENDS OR HOLIDAYS (,4 LIST OF CITY HOLIDAYS IS AVAILABL£ AT THE ENGINEERING DEPARTMENT COUNTE'R.) -- 18. ALL OFF SITE l-i4UL ROUTES SHALL BE SUBMIT[ED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING QA>:S PRIOR TO BEGINNING OF WORK; THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR QAU4GE OCCURRING ALONG THE l-i4UL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TTON. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM ANO BLASTING PERMIT. 20. THE EXISTE'NCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WER£ OBTAINED BY A SE4.RCH OF THE AVAILABL£ R£CORDS. ATTE'NTION IS CALL£D TO THE POSS/BL£ £XISTE'NC£ OF OTHER UTILITY FAC/LITl£S OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFER£NT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ME4.SURES TO PROTE'CT THE UTIUTl£S SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES {ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE' SUFFICIENTLY AHE4D OF THE CONSTRUCTION TO P£RM/T THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT LE4.ST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NE4.R THEIR Fi4CILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 811 SOC&£ (800) 660-7343 AT&T (800) 892-0123 TIME WARNER CABLE {760) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD {STREETS AND STORM DRAIN) (760) 434-2980 * CITY OF CARLSBAO (SEWER, WATE'R ANO RECLAIMED WATE'R) (760) 438-2722 * SAN D/ECUITO WATE'R DISTRICT (160) 633-2650 *LEUCADIA WASTE'WATE'R DISTRICT (760) 753-0155 * VALL£CITOS WATE'R DISTRICT (760) 744-0460 * OLIVENHA/N WATE'R DISTRICT (760) 753-6466 *BUENA SANITATION DISTRICT (760) 726-1340 * OCE4.NSIDE SEWER DISTRICTS (160) 435-4500 * CITY OF VISTA {ENGINEERING) (760} 639-6122 FOR PUBLIC WORKS CONSTRUCT/ON, LAT£ST EDITION {CRE£N BOOK}. 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAIN£0 FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT £NC/N££R ANO SUPER/NTE'NOENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATE'R AND RECYCLED WATE'R At4/N ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE •ctTY OF CARLSBAD ENGINEERING STANDARDS" {LATE'ST EDITION) VOLUM£S 2 ANO 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALV£S ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS At4NACER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £NC/NEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION At4Y BE PROVIDED -TE'LEPHONE NO. {760} 438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATE'R LINE £4.SEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT £NC/NEER. 5. ALL BURIED COPPER PIPING ANO APPURTE'NANCES SHALL BE PROTE'CTE'O BY ME4.NS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TE'ST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER U4NNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTE'RNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF At4TE'RIALS OF THE FIRE LINE LOCAT£D BETWEEN THE DETECTOR CHECK V,4LVE ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE U4RSHALL. 7. ALL POTABLE WATER ANO RECYCLED WATE'R SERVICES SHALL BE t • ANO ALL METERS SHALL BE 5/8• {UNL£SS OTHERWISE NOTE'O ON PLANS}. 8. ALL WATER METER BOXES SHALL BE 17• x 30• x 12• POLYMER CONCRETE AS U4NUFi4CTUREO BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATE'R LATE'RALS ANO SEWER SERVIC£S SHALL BE 10 FEET. 10. THE TOP OF WATE'R METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRAD£ 11. CONSTRUCTION OF WATE'R At4/NS ANO RECYCLED WATE'R U4/NS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATE'R U4/NS ANO SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HE4.LTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-DEFLECT/ON COUPLING AT A PIPE JOINT U4Y BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DECREES TOTAL DEFLECTION PER COUPLING (2 OECREES/£4.CH GASKET}. USE CERTA/NTE'EO "VINYL -IRON• H.O. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEM£NT PIPE {,4CP} IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NE4.REST COUPLING ANO INSTALL ACP X PVC ADAPTORS ANO THE NECESSARY PVC SIZE ANO CLASS PIPE TO INSTALL THE TE'£ AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE ANO SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT At4X/MUM 10-FOOT INTE'RV,4LS. WIRE TO £NTE'R VAL VE STANDS BY ME4.NS OF DRILLED HOLE IN PIPE STANO WALL ✓UST BELOW 4TTBOX. WIRE IS NOT TO INTE'RFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE ANO TE'RMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBUES OR BURIED VALVES. WHERE BURIED SPLIC£S OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. £4.CH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE PROTECT WIRE INSULATION FROM DA,U,ICE OUR/NC INSTALLATION ANO BACKFILL/NC. WIRE INSULATION THAT IS BROKEN, CUT, OR OAU4C£0 SHALL BE REPLACED. TRACER WIRE SHALL BE AWC NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEICHT POLYETHYLENE {HMW/PE} INSULATION SP£CIFICALLY 0£S/CN£0 FOR OIR£CT BURIAL IN CORROSIVE SOIL OR WATE'R. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. W/R£S WITH CUT OR DAU4CED INSULATION ARE NOT ACCEPTABL£ ANO REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN OAU4CEO WILL BE REQUIRED AT THE CONTRACTOR's EXPENSE DI 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTE'D BY THIS PLAN SHALL INCLUDE ·srENC/Ls· BE ADDED TO PROHIBIT WASTE' DISCHARGE DOWNSTRE4.M. STENCILS SHALL BE ADDEO TO TH£ SATISFACTION OF THE CITY ENGINEER. ,,, 811 PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 1 20 Sen Dieg□, Ca. 92123 858-560-1141 El56-56GB157 Fax SIGNING ANO STRIPING NOTES 1. THE CONTRACTOR IS R£SPONSIBLE FOR INSTALUNC ALL SIGNING ANO STRIPING. 2. SIGNING, STRIPING ANO PAVEMENT At4RKINCS SHALL CONFORM TO THE CAUFORNIA At4NUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCO 2003 REVISION ~ AS AMENDED FOR USE IN CALIFORNIA}, CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF}, THESE PLANS ANO THE SPECIAL PROVISIONS 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE; PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY l'ffE ENGINEER OF WORK ANO PUBUC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE FIELD. 5. ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTE'O TWO W£EKS AFTER INITIAL PAINTING. SIGNING SHALL USE £NCAPSULAT£0 LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL}. 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO At4RKINCS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A U4NNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NC PAINTE'O LINES, U4RKINCS ANO PAVEMENT LEGENDS BY GRIND/NC. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STE'NC/LS. 10. LIMIT UN£S ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSIONS UNL£SS OTHERWISE SPECIFIED. f 1. ALL CROSSWALKS, UMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT L£CENOS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT At4RKERS SHALL CONFORM TO t}{E_ CALIFORNIA At4NUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCO 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA} ANO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTE'O YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA ,U4NUAL ON UNIFORM TRAFFIC CONTROL OEVIC£S (FHWA 's MUTCO 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA} UNL£SS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE P£RFORATE'O STEEL TUBING WITH BRE4/0IWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POL£, IT SHALL BE MOUNTE'O USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE OEUVEREO BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE 18. ALL SIGNS SHOWN ON TH£SE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATE'O OR TO REU4/N. 19. {IF NEC£SSARY} WHERE R4-7 SIGN ANO OMl-3 OBJECT ,U4RKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOS£, THE R4-7 SIGN SHALL BE 18x24• ANO THE OM1-3 OBJECT U4RKER SHALL BE 12xt2: SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM /NFORU4TION GATHERED IN U4RCH 2014 BY PROJECT 0£S/CN CONSULTANTS PHOTOCRAMMETRY SHOWN HEREON CONFORMS TO NATIONAL At4P ACCURACY STANDARDS. PROJECT LOCATION THE CAUFORNIA COORDINATE' INOEX.· 366-1671. A.P.N.: 167-040-44 "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 SECTION 6703 OF THE BUSINESS ANO PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE M£, AS ENGINEER OF WORK, OF MY R£SPONSIB/LITIES FOR PROJECT DESIGN. FIRM.· SB&O, INC. ADDRESS: 3990 RUFFIN ROAD, SUITE' 120 CITY, STAT£· SAN DIEGO, CALIFORNIA 92123 TEL£PHON£-(858) 560-1141 BY.· MRON PARKER DATE: :S:Jf• lJ,,_ R.C.£ NO.: P.£ C68547 REGISTRATION EXPIRATION DATE: 9-30-17 SIGNED: __L_ ~-- LIST OF ABBREVIATIONS EXIST. R/W TYP. F.C. T.C. F.F. s.c. AC. f f I[ MIN. P.P. £P. DIA. £0.£ V.C.P. S.F. LP. R.C.P. T.W. S.M.H. G.F. o.u. DEPT. £X/STING RIGHT-OF-WAY TYPICAL FINISHED GRADE TOP OF CURB FINISHED FLOOR SUBCRAOE ACRE PROPERTY LINE CENTE'RLINE FLOW LINE MINIMUM POWER POLE EDGE OF PAVEM£NT DIAMETER EXISTING OVERHE40 ELECTRIC VITRIFIED CLAY PIPE SQUARE FEET LOW POINT REINFORCED CONCRETE PIPE TOP OF WALL SEWER At4NHOLE G4RACE FLOOR DWELLING UNIT DEPARTMENT B.W. H.P. F.S. C.B. c.o. o.c. P.C.C. STA. owe. U4)(. ELEV. o.c. SIM. ST. LT. PVT. OWY. PKWY. s.o.c.o. CTR. MOO. s.c.o. /J.N.O. I.£ C. Y. BOTTOM OF WALL HIGH POINT FINISHED SURFACE CATCH BASIN CLE4.NOUT DECOMPOSED GRANITE' PORTZANO CEMENT CONCRETE STATION DRAWING At4XIMUM ELEVATION ON CENT£R SIMILAR STREET LICHT PRIV,4TE' ORl~AY PARKWAY STORM DRAIN CLE4.NOUT CUTTE'R MODIFIED SEWER CLE4.NOUT UNLESS NOTEO OTHERWISE INVERT ELEVATION CUBIC YARD CITY BENCHMARK: SHEET INDEX SHEET NO. 1 2 3 4-5 6-9 10-11 DESCRIPTTON TITLE SHEET KEY U4P, NOTES, DETAILS TYPICAL SECTIONS, PROFILES SURFACE IMPROVEMENTS PRECISE GRADING PLANS UTILITY IMPROVEMENTS REFERENCE DRAWINGS CARLSBAD TRACT 83-21 VILLAGES •o• ANO •p-1: OWG. NO. 244-3. SOUTH COAST ,U4TERIALS QUARRY GRADING PLAN owe. NO. 470-5A. U4RRON ROAD GRADING PLAN owe. NO. RI 1148 - CITY OF OCE4.NS/0£ U4RRON ROAD IMPROVEMENT PLAN owe. NO. R/1146 - CITY OF OCE4.NS/0£ CITY OF CARLSBAD U4SS GRADING PLANS - QUARRY CREEK owe. NO. 484-5A. BASIS OF BEARINGS THE BASIS OF BE4.RINCS FOR THIS SURVEY IS THE IVAJ83, ZONE 6, 1991.35 EPOCH GRID 8£4.RINC BETWEEN POINTS CLSB-087 ANO CLSB-088 PER RECORD OF SURVEY NO. 17271. i.e. ,V76'15'00"W. OWNER/APPLICANT PRESIDIO CORNERSTONE QC, LLC. 4365 EXECUTIVE DRIVE, SUITE' 600 SAN DIEGO, CA. 92121 (858} 458-9700 LEGEND ~ EXISTING IMPROVEMENTS DESCRIPTION EXISTING ELEVATION EXISTING CONTOUR EXISTING SEW£R LATE'RAL EXISTING WA TE'R LA TE'RAL EXISTING CURB ANO CUTTER EXISTING GAS EXISTING ELECTRIC EXISTING SEWER £XIST/NC WATER EXISTING FIRE HYDRANT EXISTING SEWER U4NHOLE EXISTING GUARDRAIL EXISTING STORM DRAIN EXISTING STORM DRAIN CLE4.NOUT EXISTING STORM. DRAIN INLET ~ si· !:J Q2 MIRA EL CAMINO ~f !:J COSTA COLLEGE 8 COUNTRY CLUB ~lr'f § SYMBOL (270.02 • -------2 70 ----- 1@ 1@ G E s \,I .... s -o- -D----D--0---0- VISTA Z,,; ~ WAY -~Yv~ ~ PACKARD ' HAlWIR_,) _ ___,\<;;::~ OR. z At4RRON c RO. ~ vl\~SITE LAKE '\!!,RO. U4RRON ~ RO. --f,vf.· (! I ~ - VICINITY MAP <?,;, NOT TO SCAL£ THOU4S BROTHERS PC. 1107, GRID A-2 2006 EDmON 3. THIS SET OF PLANS 4. PLANNING COMMISSION R£SOLUTION NO. 7137 FOR CT. 15-05 ANO PUO 15-1:J ANO CITY COUNCIL RESOLUTION NO. 's 2013-071 ANO 2013-072. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BO~K}. 6. •c£OTE'CHN/CAL /NV£STIGATION, QUARRY CREEK II, CARLSBAO/OCE4.NS/0£, CAL/FCRNIA • DATE'O At4 Y 1 f, 2012 PREPARED BY CEOCON, INC. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS {SORSO} ANO AS U4Y BE MOOFIEO BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATE'R POLLUTION PREV£NTION PLAN {SWPPP} SW-14-292 PREPARED iJY PROJECT 0£S/CN CONSULTANTS DATED At4RCH 23, 2015, W0/0 NO. 9 37C372464 ANO ).00£NOUM SWPPP OA TEO JANUARY 4, 2016 BY SB&O INC. ·- 9. STORM WATE'R At4NACEM£NT PLAN {SWMP) SWMP 14-13 PREPARED BY PROJECT DESIGN CONSULTANTS DATE'D At4RCH, f9, 2015 ANO SWMP 15-29 PREPARED BY SB&a INC. OATE'O At4RCH 7, 2016. 10. CALIFORNIA STORM WATE'R QUALITY ASSOCIATION BMP CONSTRUCTION HANOBOOl ANO CALTRANS CONSTRUCTION SITE' BMP U4NUAL. 11. EIR 11-02 PER PLANNING COMMISSION RESOLUTION 6939. 12. CALIFORNIA BUILDING COO£, CHAPTE'R 118, LATE'ST £0/TION. LEGEND DESCRIPTION *CITY OF CARLSBAD {U.N.O.) STD. DWG. NO.* SYMBOL PROJECT BOUNDARY CENTERLINE £4.SEMENT PRIV,4T£ A.C. PAVING ANO BASE {CLASS 10 6• TYPE •c• CURB ANO CUTTE'R 6• CURB P.C.C. SIDEWALK TYPE "o• PEDESTRIAN RAMP PR/V,4TE' 3' RIBBON CUTTE'R STREET SIGNS PR/V,4TE STREET LICHT PR/V,4TE' WAT£R At4/N (SIZE PER PLAN} PRIV,4TE DOMESTIC WATER SERVICE {2.5• U.N.O,) PRIV,4 TE GA TE VAL VE {SIZE PER PLANS} PRIVATE' FIRE HYDRANT {3-WAY} THRUST BLOCKS PRIVATE FIRE U4/N (SIZE PER PLAN} PRIVATE 4• FIRE SERVICE PRIVATE SEWER ,U4/N {SIZE PER PLAN} PRIVATE' SEWER ,U4NHOLE PRIVATE' 6" SEWER LATERAL PRIVATE 4• P.V.C. STORM DRAIN C-2 {SORSO} C-1 (SORSO) C-7, C-9 (SORSO} C-31, C-32A, C-328 ffi E-1 (SORSO} * W-2, W-15 {CMWO} W-3 (CMWO} W-16 {CMWO} {PER FIRE DEPT. PERMIT} W-15 {CMWO} {PER FIRE DEPT. PERMIT} {PER FIRE DEPT. PERMIT} S-5 S-1 S-7 HPPE {SIZE 4• U.N.O.} EB PRIVATE 6• ARE4 DRAIN At4SONRY SOUNOWALL (PER owe. NO. 484-50} ENCLOSED TRASH ENCLOSURE (B.M.P.} -------- I I ' • · .•. -, I ,. '• ' ~ . ' .. . , ' . ,, ... o-¢- ----- --1-1 ----{© --+1-----a@ ------- --1-1--© -Sll--SD- -S'll--Q-SD- ' RETAINING WALL (SEE LANDSCAPE PERMIT} C-9 (SORSO} ----- QUANTITY 38,700 S.F. 800 LF. 1,250 LF. 11,400 S.F. 7 220 LF. 14 £4.. 730 LF. 5 £4.. 5 19 £4. 660 LF. 4 £4.. 5 £4.. 1,800 LF. 100 £4.. 320 LF. 30 S.F. * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME 3, CHA?TER 2. CfTY OF VISTA SANITATION~• OF CARLSBAD FIRE DEPARTME~'-() REQUIREM _F.H. S · 11 AS BUIL f 11 6~ 5-li-1'1 R.C.E, NO. OF F.H.(S)_F. ~;• ;:::><:::~-:;· .M. OUT OF BLDG. SPRll~KLED: YES,! "~""'OW G P.M. _ TE REVIEIJED BJl __ ~7Z~"t!2-~t'o_----DA-,._, FlFlffiR _-;::;•iiiii'fi .... SI.SHlAALL ----------=......_-............_, INSPECTOR P.E. G8547 EXP. "1-30-/Cf DATE (,'J()-:lJJW DATE t-------r---t-----------t-------+---+-----t--1 I SHE,ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ l----+--+----------------t----+----1---1---1 ~P:::RIV::::::::A:::TE:::'.,,'.:IMP:::::::::R==o==VE.ME::::::::::::::::NT===P==LAN===s===ro====R:=· ====-::===: TITLE SHEET QUARRY CR££K PLANNING AREA R-1 SOP 15-17 DESCRIPTION: ~C.=t=S8~-~0~'88~2_"~IR=O~W~A~VA~'E~W.=1/i~D~1S:~'K~M4~RK.~1"=D ___ 1-----+--->---------------+----1---+---+----t APPROVED: / .. / -/T7t, 1 . ,_1--JASON S. GELDERT "L.S. 6215" 1----1---t-----------------+---1----11----1---1 1 ____ {,;;c,//_,,,,,.:::,r-':_:,{_.,,,'-" /,',;,=J;/ia'l)_,,A _____ ::;t-/z_,:. /;, t, If-. LOCATION: RECORD FROM: R.O.S. 17271 ELEVATION: 317.176 M.S.L. -IW_Ti_OP_Q_F_C_U_T_S:_tQ_A_'E_5_0_' -NO-R-TH_O_F_C4_RL_S:_cl<I_D_ 1-c~~+-~-+~~~~-----------+----l---+---+----1 CITY ENGINEER PE 63912 EXPIRES 9/30/16 DATE / - VILLA(}£ DR., 0.1 Ml. EAST OF PONTIAC DR. S-G-/'I A,f Ao-BUil T OWN BY: SB ., PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL ,s,:;;_ REVISION DESCRIPTION 2~ ~~\ -r1, MS 15-13 484-SH DAlUM: ~N.=.0.~. V.=.D~. ~1=92=9~--[E:NG:::IN.:.:E:ER:.._O:F_W:::O:::RKl_ ______________ _j_:'.O:_:TH:ER:_Af>::PR:O::VAL::JLCl::_TY.:_:Af>::P:RO::_:V::AL~=====~=-=============:J AS-BUILT ! ,I □ :0 i 2 G) 2 C s CD m :0 □ :0 i 2 G) 2 C s OJ m :0 □ :0 § 2, G'l' 21 C s OJ m :0 I II • .... ~ 1/ ~ \ \~~-'.,v" #~~\ ,,,'.?'\ \ ·.\Y y -/ . ~ / (,-~\ // ,/, fir> -_I/ ci 91 r~~ I •1\ \ 1YAP JVD. 1!303'8 ,'-~-11 I •I-"----,)-1--,i__ \' / . ~ E11 m ., •• 7 --rF~ r----]~ £ 811 r-· , ,~ C -rl . ·(\ -/ _ _,...,_ l I ~I ---11 f_ -~ti=t=t•-1-=-_,,' '"'' _ t L_ -•i --I r - . . .. .. ~ I I J _ -~,j'.L.._j • ,· -n=F -[}[ff / :t..:>7 •. ,.,ffl,..,_ _-..__ml_,n ----·0 ], 7: ·)\ -1\ I \ ~ l IC -~ t rr-I \ \~-=--I "'-~ .--------------= . -=r--~15\ll-I 1--1~ ~~~ -~"--::-:- ;..---- --;-\ ~?-""~t ---__,___--~ ----;;;:-= .. ,:lit'•,) ·.i. •.-~. __i..,->,---=--::.. ._:.::-----=---~~1- -~~-~\ --__:::.,_-__ ---I,.--"' ---0 LD112 1YAP 1Vo. 1!303'8 KEY MAP SCAL£· 1 • = 50' I I I I r ___ _ ---- / / ;; \ /2 / / - P1l,,J 1VD. 18502 ==-- Phi 1VD. 1f)2!J1 BB&D~ PLANNING ENGINEERING SURVEYING 8880 Ruffin Road, Buice 120 San Diego, Ce. 921 23 BEiB-Ei60-1141 86&560-81 57 Fsx /L,,,..,, ~~ 5•31·/, MRON PARKER OATE PROPOSED EASEMENT NOTES I]] PROPOSEO 24' PUBLIC WATER EASEMENT TO CARLSBAD MUNICIPAL WATER 0/STRICT ANO 24' PUBLIC EMERGENCY ACCESS EASEMENT GRANTEO TO THE CITY OF CARLSBAO PER PM 15-13. (I] PROPOSEO PUBLIC WATER EASEMENT GRANTEO TO THE CARLSBAO MUNICIPAL WATER 0/STRICT PER PM 15-13. [II PROPOSEO PRIVATE STREET, GENERAL UTILITY EASEMENT (G.U.£} ,WO PUBLIC ACCESS EASEMENT TO THE CITY OF CARLSBAO PER PM 15-13. [±] PROPOSEO SIGHT O/Sl4NCE EASEMENT TO BE OEOICATEO PER PM 15-13. @J PROPOSED SEWER EASEMENT TO THE CITY OF WST,4 PER SEPARAlf OOCUMENT. @J PROPOSEO COVENANT OF PRIVATE EASEMENT FOR MAINTENANCE Or PRIVATE IMPROVEMENTS. INCLUO/NG, BUT NOT LIM/TEO TO: LANOSCAPINC ANO IRRIGATION FOR THE BENEFIT OF LOT 2. (z] PROPOSEO PUBLIC PEOESTRIAN ACCESS EASEMENT CRANTEO TO ll/E CITY OF CARLSBAO PER PM 15-13. @] COVENANT OF PRIVATE ACCESS EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT 1, ANO PARCEL 2 OF PM NO. 10749, LOCATEO IN THE CITY OF OCEANS/OE PER PM 15-13. II] PROPOSEO COVENANT OF PRIVATE EASEMENT FOR CROSS LOT ORA/NACE OVER A PORTION OF LOT 2 IN FAnJR OF LOT 1. !ill A COVENANT OF PRIVATE EASEMENT FOR PRIVATE STORM ORAIN FACILmEs OVER POR770NS OF PARCEL 1 FOR BENEFIT OF PARCEL 2. [lll A COVENANT OF PRIVATE EASEMENT FOR CROSS LOT ORA/NACE OVER A POR770N OF LOT 2 FOR THE BENEFIT OF LOT 1 TO REMAIN. EXISTING EASEMENT NOTES; (I) CD Q) FLOOO CONTROL ANO LEVEE ACCESS EASEMENT CRANTEO TO 77-lf CITY OF CARLSBAO PER OOCUMENT NO. 2015-0354040 RECOROEO JULY 7, 2015, O.R., TO BE ABANOONEO OVER LOTS 1 ANO 2. SEWER EASEMENT CRANTEO TO THE CITY OF OCEANS/OE PER INSTRUMENT NO. 68841 RECOROEO APRIL 20, 1961 TO REMAIN. A COVENANT OF PRIVATE EASEMENT FOR MAINTENANCE OF LANOSCAP/NG, STORM ORAIN ANO STORM WATER B.M.P. FACILmEs OVER POR770NS OF LOTS 1, 2 ANO 7 FOR BENEFIT OF THE H.O.A., TO BE ABANOOIIEO. EXIST. 44' GENERAL UTILITY ANO ACCESS EASEMENT CRANTEO PfR MAP NO. 16038 TO BE ABANOONEO PER PM 15-13. EXIST. SOC&E EASEMENT RECOROEO JULY 18, 1960 AS FILE/PACE NO. 144668, TO REMAIN. 6' N.O.S. ATRIUM TYPE OR 6" BLACK PLAS77C ORAIN CRATE FLUSH WITH FINISH CRAOE (ROUNO) 6' N.O.S. SPEE-0 CATCH BASIN BLACK, SINGLE OR OOUBLE OUTLET AS REQU/REO 6" OIA. P.V.C. RISER FINISH CRAOE CD DETAIL ~ AREA DRAIN NOT TO SCALE 1.5' 13• (TYP.} 1.5' ~ I [ VARIES r.--3• (TYP.) 799218090 SPECIAL NOTES; THE FOLLOWING NOTES ARE PROWOEO TO GIVE 0/RECTIONS TO THE CONTRACTOR BY THE EA'C/NEER OF WORK. THE CITY ENCINEER's SIGNATURE ON THESE PLANS OOES NOT CONS77TUTE APPROVAL OF THESE NOTES ANO THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE CONTRACTOR SHALL VERIFY THE LOCA770N OF ALL EXISTING UNOERCROUNO U77Ll77ES BOTH VERTICAL ANO HOR/ZONl4L PRIOR TO COMMENCING GRAOINC OPERA770NS. 2. CONTRACTOR SHALL MAKE EXPLORA770N EXCAVA770NS ANO LOCATE EXIS77NG FAC/LlllES S✓FFlC/ENTLY AHEAO OF CONSTRUC770N TO PERMIT REWSIONS TO PLANS IF REWSION IS NECESSARY ££CAUSE OF LOCA770N OF EXIS77NC U77LITIES. 3. LOCATION ANO ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRIIEO BY FIELO MEASUREMENT PRIOR TO CONSTRUC770N OF NEW WORK. 4. CRAOES SHOWN ARE RN/SH CRAOES, CONTRACTOR SHALL OETERMINE NECESSARY SUBCRAOE ELEVA770NS ANO SHALL CONSTRUCT SMOOTH TRANSl770N BETWEEN FlNISH CRAOES SHOW/I. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONf/llON OUR/NC THE COURSE OF CONSTRUC770N OF THIS PROJECT, INCLUOINC SAFETY OF ALL PfRSONS ANO PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY ANO NOT BE LIM/TEO 'TO NORMAL WORKING HOURS,· ANO THAT THE CONTRACTOR SHALL OEFENO, INOEMN/FY ANO HOLO THE. OWNER, THE CITY, ANO THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLECE.'J IN CONNEC770N WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. THE CONTRACTOR SHALL BE TOl4LLY RESPONSIBLE FOR COMPLIANCE WITH THE PROWS/CNS OF THE Sl4TE OF CALIFORNIA SAFETY OROERS. 7. QUAN7777ES SHOWN ON THIS PLAN ARE FOR BONO/NC ANO CONTRACTOR CONF7RMA770N fURPOSES ONLY. THE CONTRACTOR IS TO ES77MATE HIS OWN QUAN7777ES FOR BIO ANO N077FY THE ENGINEER OF ANY SIGNIFICANT 0/SCREPANCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OETERMININC WHETHER (OR N07J THE FIELO ,ONOmONS AT STORM ORAIN INLETS ANO OUTLETS ARE PER THE APPROVEO PLANS. IF FIELO CONO/l/ONS 0/FFER FROM THE APPROVEO PLANS, THE CONTRACTOR SHALL CONl4CT THE SITE SUPERINTENOENT sumctENTLY AHEAO OF CONSTRUC770N TO ALLOW REWS/ONS TO THE PLANS, ANO (TO CBT,4/N) PUBLIC AGENCY APPROVAL, IF REQUIREO, PRIOR TO CONTRACTOR INSTALLING STORM ORA'N STRUCTURES. 9. IF ANY EXIS77NC HAROSCAPE OR LANOSCAPE INOICATEO ON THE APPROVEO PLANS IS OAlfACEO OR REMOVEO OUR/NC OEMOLl770N OR CONSTRUC770N, IT SHALL BE REPAIREO ANO/OR REPUCEO IN KINO ANO EQUIVALENT PER THE APPROVEO PLANS BY THE OWNER/PERM/TT££ 10. ALL EXIS77NG U77Ll77ES OR STRUCTURES ARE INOICATEO HEREON BASEO ON INFORMA770N OF RECORO. THE CONTRACTOR IS REQUIREO TO l4KE PRECAU770NARY MEASURES TO PROTECT THE Ul'LITY LINES SHOWN HEREON ANO ANY OTHER EXIS77NC LINES NOT OF RECORO OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCArtON OR REMOVAL OF EXIS77NC Ulll/T/ES ANO AGREES TO BE FULLY RESPONSIBLE FOR ANY ANO ALL OAMACES WHICH MIGHT BE OCCASIONEO BY HIS FAILURE TO LOCATE ANO PRESERVE ANY ANO ALL UNOERCROUNO UT/LlllES. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MA/NT,4/NINC ALL S.W.P.P.P. {N.P.O.£S.) OOC/AIENTS ONSITE AS REQUIREO TO COMPLY WITH LOCAL ANO Sl4TE REQUIREMENTS. 12. ALL RETAINING WALL SUBORAINS SHALL BE /NST,4LLEO PER SPECIFICA770NS OF THESE PLANS OR CEOTECH RECOMMENOA770NS ANO SHALL BE CONNECTEO OR STUBBEO TO NEAREST STOIW ORAIN PIPES. 13. IMPERWOUS LINERS FOR BMP's SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVER/AP 12• MIN. ANO BE SEALEO. LINER SHALL BE SEALEO WITH MAS77C TO ALL STRUCTURES. ALL PENE7'?A770NS SHALL BE SEALEO. STRIPING NOTES: 1. PARKING Sl4LLS TO BE STRIPEO WITH 4• WHITE PAINT. 2. A.O.A. ACCESSIBLE Sl4LLS SHALL BE INSl4LLEO PER S.O.R.S.O. M-27A, M-28A, M-288 ANO M-29. 3. STOP SIGNS SHALL BE INSl4LLEO PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL OEWCES (LATEST EOmON} SEC770NS 28.04 THRU 28-07 ANO 38.16. SIGN Sl4NOARO "!?1-1~ B 2 2.0' 2.0' 2,0' FINISHEO GRJ,OE PIPE BEOO/N6 ANO BACKFILL PEA WP-02 DETAIL ~ JOINT TRENCH NOT TO SCALE SHEET INDEX SHEET NO. 1 DESCRIPTION TITLE SHEET FIRE DEPARTMENT NOTE: 2 3 4-5 6-9 10-11 KEY MAP, NOTES, OETAILS TYPICAL SEC770NS, PROFILES SURFACE IMPROVEMENTS PRECISE CRAO/NC PLANS UTILITY IMPROVEMENTS KEY MAP LEGEND :r.-1•---- Cl1Y BENCHMARK: SHEET LIMITS SHEET NUMBER DESCRIPTION: CLSB-088 2• IRON PIPE W/OISK MARKED '2..S. 6215" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. 1 Ml. £4ST OF PONTIAC OR. RECORD FROM: _R~.O~.S.~. ~'~72~7~1 _________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.O. 1929 FIRE LANES: ALL PRIVATE ORll®rAY-5' SHALL BE RECOROEO AS "EMERGENCY ACCESS FIRE /ANES~ ALL PRIVATE ORIVEWAY-5' THAT ARE 31 FEET OR LESS IN WIOTH (FACE OF CURB TO FACE OF CURB, OR FLOW LINE TO FLOW LINE) SHALL, IN A00/770N TO EMERGENCY ACCESS FIRE LANE OESICNATION, ALSO RECORO THAT "NO PARKING" IS ALLOWEO. IT SHALL BECOME THE RESPONSIBILITY or THE OEVELOPER TO HAVE SA/0 ACCESS RESTRIC770NS RECOROEO, ANO ENSURE ENFORCEMENT OF THOSE OESIC.VATEO ACCESS. 5-6-l'I 4-f' AS-BUILT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 11 AS BUILT' ~rt~ 5-6-/q -( P.E. 68547 EXP. 'I-Jo-1q DATE REVIE\vED BY1 7£,~---1:..~,a-l.Dzo INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT f PRIVATE IMPROVEMENT PLANS FOR: QUARRY CREEK PLANNING AREA R-1 KEY MAP. ITTDETAILS SOP 15-17 APPROVED: I/ /2_ • JASO~t&_~,tl:o~RT . J1,/,/ :J-I, CITY ENGINE"il PE 63912 EXPIRES 9 /30 /16 D TE DWN BY: SB&Q PROJECT NO. DRAWING NO. CHKD BY: ,>C.. RVWD BY: 11~ MS 15-13 484-SH AS-BUILT i w )> ~ 8 ! :ail ,mo ; jJ D ;: ~§ ' ~ ~ 'c' "I!, "' ,~Z c z~ C • < .:; g;i a ' ll LI ~· rJJ _m i~~ Wz i, w ~ ii ' '081616 Cl JJ ~ z (j) z C ~ C!l m JJ □ JJ ~ z (j) z C ~ C!l m JJ □ JJ ~ z (j) z C ~ CIJ m JJ • i ; ' ' ' R/W VARIES 50'-60' R/,W VARIES 20'-30' 30' VARIES 3'-13' 17' 17' 13' , 5.5' 7.5' 6' 11' 11' 6' 7.5' 5.5' LOT 6 I BIKE BIKE LANE . I LOT 2 LANE I , ~ ~P.C.C. \ ' ~, L. I SIDEWALK 2% ; ')'-,l _ I 2% 2% ~_r<: i)~ """"S-%~. == -. ..,_--= .-=====r-f:""'-""Jill'<' '~:,. /< = 1 ' ~ -,=sc• '"V.»'.W<;,--=1~.,?= =':J "IA_ EXIST. TYPE "G • , CURB AND GUTTER (TYP.) EXIST. 5 WIDE NON-CONTIGUOUS STRUCTURAL SECTION TO P. C. C. SIDEWALK BE DETERMINED BY SOILS ENGINEER TYPICAL SECTION ~ EXISTING HA YMAR OR/VE {PUBLIC,) R/W 5.5' NOT TO SCALE Sl)I. 5+07.66, P.C.R. TO 11+72.06 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5 60' 30' 30' R/,W 13' 17' VARIES 17'-20' ~RIES 10'-13' 7.5' 6' 11' VARIES 6' VARIES 5.5' LOT 6 I BIKE 11'-14' BIKE ' I LOT 1 LANE LANE I , ~ rrP.C.C. \ , ~ SIDEWALK 'U-) -~ I .]% R;S' '')'-, l _ _j!f_ 2% -__:: _I's i)~ """"S-%~--====::s;,=~= --====:,-1:""'-""J-m::;, '~_.,;:':,. ,/< = I , ~,=<;<';C'i-mV.»',\\'i,r~\~_;t='::i "IA_ EXIST. TYPE "G • , CURB AND GUTTER (TYP.) EXIST. 5 WIDE NON-CONTIGUOUS . STRUCTURAL SECTION TO P. C. C. SIDEWALK BE DETERMINED BY SOILS ENGINEER TYPICAL SECTION ~ EXISTING HA YMAR OR/VE (PUBLIC,) NOT TO SCALE Sl)I. 11+72.06 TO 12+62.85 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5 CALTRANS R/W VARIES 20'-33' VARIES 50'-65' ~RIES 30'-32' VARIES 6' VARIES VARIES 6' 10' R/,W 13' MIN.-11' BIKE 11'-16' 14'-16' EXIST. CALTRANS)j LANE STRUCTURAL FENCE SECTION PER \~:,. I DWG. 484-5 'ill :::1'=-~ == 2x===::::~ 2-r ==-= -Id··'.,..~~~:,. 't/f.ft: 4.5' 5.5' I LOT 1 /< -\ .:.-"\\~ -\~':f\\.,..-,;..,,?~\\Wt-~\~ ,-, j i'!' .'•~" t. ,' ~ EXIST. TYPE •c• , CURB AND GUTTER (TYP.) EXIST. 5 WIDE NON-CONTIGUOUS P. C. C. SIDEWALK TYPICAL SECTION ~ EXISTING HA YMAR OR/VE (PUBLIC,) DIG ,,, 811 RT ® NOT TO SCALE STA. 12+62.85 TO 16+17.06 (CITY BOUNDARY) SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5 . 1 • I PROPOSED 54' PRIVATE STREET, GENERAL UTILITY 27' AND PUBLIC ACCESS EASEMENT € 27' I I 10' 17' 17' 10' I ~:,. '1 5' 4.5' RN/SHED SURFACE 4.5' 5' I ¼;;'~, 0.5' A.C. PAVING) ' (ELEV. PER PLAN! --I 0.5' li"'(I g_q_,r WITH ~;E I 6 _g.ox .,i,1)ji:,""-_:=,F7lin1c--l 2.0,-2.0){ _ ___= 3-"'~ \ t.._V-:(/r J:'$. ,,Ii, _::-T---~ ---=---:: ~-=-.-=-. ---=-. :::__ "T ~91.:. ~ 1~ n·. ;j{f ~(m) --,\>;\~\ ~ -0>\\B-=-~~-<s-~ 1/z_~, ,;,, _J ,.,........_ :+i ..-'{"Y--/\1,:\\\ ..-,y . ~ 4"' P.C.C. 6"' 4 5'..L .. ""50) • • • SIDEWALK ~ · "" "-..,, 6 TYPE 11 CURB (TYP,) 'P. 1' AND GUTTER (TYP.) If_ 10' -' ,__,_. 10' PUBLIC 8" PUBLIC 4• DOMESTIC WATER RECLAIMED WATER :l ' , \ 11' 'PUBLIC 8" SEWER I PER DWG. NO. 484-5G I TYPICAL SECTION EXISTING LUISENO WAY {PRIVATE,) NOT TO SCALE Sl)I, 10+85± TO 14+50± (NO PARKING -BOTH SIDES) PROPOSED 54' PRl~TE STREET, GENERAL UTILITY AND PUBLIC ACCESS EASEMENT 27' If 27' I I 10' 17' 17' 10' I ~-5' 4. 5 1 4.5' 5' , '~~ ·1 :o.5r=· ,,,,-----GUARDRAIL RN/SHED SURFACE -' 0.5' it!.),, ~t'( 2.0-rl ~ 1---.i.'..-J (ELEV. PER PLAN) j,0% ! 1-~\:~//" :i/ --11 ! I 2.0% , 2.0,t_ -- i-'¥ t ~} --!>'I~" --~"=--::.,.-.f _:i 1.0 DEEP (11.N.O.) 1/ 4• P.C.C. _j 6" '""' 3.5' "--6" TY,'"'E •,-,• C""'B SIDEWALK • A.C. PAVING n " vrn (TYP.) . 11 , WITH BASE AND GUTTER (TYP.) TYPE "8" PUBLIC 8" DOMESTIC WAlER I PER DWG. NO. 484-5G I TYPICAL SECTION EXISTING LUISENO WAY (PRIVATE) NOT TO SCALE Sl)I. 14+50± TO 19+05±, P.C.R. {NO PARKING -BOTH SIDES) "AS BUILT" kPv~ P.E. G8547 ~XP. q-30-Jq REVIE\,ED BY1 :lh-&h • INSPECTOR 5-6-1'1 DATE _(.30-).{)10 DATE I SHJEET I CITY OF CARLSBAD ~, 1------+--1-----------------1---+-----+--+----1 ENGINEERING DEPARTMENT ~ J------+--t----------------J---+-----+--+----1 1------+--t----------------1---+-----+--+----1 PRIVATE IMPROVEMENT PLANS FOR: BB&D~ QUARRY CREEK PLANNING AREA R-J CITY BENCHMARK: TYPICAL SECTI ~PROFILES SOP 15-17 PLANNING ENGINEERING SURVEYING DESCRIPTION: CLSB-088 2· IRON PIPE W/DISK MARKED APPROVED: ;c;==IJ=i,_, , I JASON1l~-6~Z~ERT 3!380 Ruffin Road, Suite 120 Sen Diego, Ce. 82128 858·560-11 41 _·L_s.~s2_1_5• ____ ~------t-----t---i----------------+----1----t----+----1 (_,~ /, ,u, A -c z. z La LOCATION: IN TOP OF CUT SLOPE 50' NORT11 OF CARLSBAD l-.--=---=+-c-=--l--c-=-c~c-=-----------l---+-----+--+----1 CITY ENGINEER PE 63912 EXPIRES 9/30/16 ATE VILLAGE DR., 0.1 Ml EAST OF PONTIAC DR. 5-6-lq AP AS-BUILT OWN BY: S:B&;O PROJECT NO. ORA WING NO. 5·3l-l! RECORD FROM:_R_.a_.s._._l_7._'27_1__________ DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: s:-c. '"'S 15_13 484_,:'H _/2 -ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: Tl--m, oJ, DAT£ ELEVATION: .JI 7. 176 M.S.L. DATUM: N. G. V.D. 1929 L=:_::::_::=L __ _:__:.::~:.:_:___:_::_::__::-=:..:::_::_-=-:_~ __ _j~OlH'.:'.ER~Af'~P~R~OV~AL:J__.'.Cl~TY:...::_Af':P::Ro~v:'.AL:...l:==:=::::::==-==============:::::.J AS-BUILT I I 081616 0 ~ ~ z (j) ~ s: OJ m :µ CJ ]J ~ -z p z C ~ OJ m ]J CJ ::a i~ 1-z (j) lz ,C s: OJ ,m ,::a I £XIST. R/lt' SEE SHEET 6 EAN ~= 'ER DWG. 4-5A ~ / -----( --- _L N60·02'56"£ 44.80' l'l l'l I I 11.75' ·o 4' . ) ~,,.. 121.0 F.F. 120.3 S.G. ---o / /_,, :·-. <:·· .;_~ .. : / . --- / 00 ~ I I -L --. /4 --lJ1i'/V£ \ 10• MIN. ENHANC£D ¥::'NDSCAP£ BUF✓'!'f!- \,_, --------- A/AP ;VD. ifJOoB ~ • • . ,_ -4 WHITE PAINT _ , --STRIPE {TYP.) SEE 5/.IEET G . ,,.,.,,_ lf) «i ' -. 4' (('fp. .. 0 121.3 F.F. 120.6 S.G. I/ AS BUILT" RT 6-~k 5-G-,q ® ~ 68547 ;XP. q-30-/q DATE 811 REVIEWED BY1 1lc!Vi~ GRAPHIC SCALE ,.. ___ _ 20 0 INSPECTOR 20 40 --• I ---- --* \ \ I I --- FOR IMPROV£M£NTS WITHIN £XIST. HAYMAR DRIVE (PUBLIC) SE£ CITY OF CARLSBAD DWG. NO. 484-5 N33"36'53'W 28. 16' \ \ /5 r--11 • ,lo, \0 ' "' -. >-so 4 • W!:f[IE--PAllfr \ I -----S'h?tP£ {TYP.) \ 12+28.0 If. £. c. \ \ \ \ \ \ . ~-.. \ fl. INT. 11+65.95 PVT. OWY. "O"' = 11+77.95 PVT. DWY. '£ ,-,-- ---------.:;\ --------. --------'5 --------. -------- ~ ~ 4• WHIT£ PAINT I ~ \ I ___.----.._____i1,-11 STRIPE (TYP.) I "' I ~~r~--.J.4~o.~9sr·:_-LJ 5'lrrt~J5.~.8~!~'<~~J ~--!!i( I I \ I . ~-\ . \ \ \~ \ 266,,t?,5__\-\--\', : \ \ -~-~ 16 -- ~ ( \ \'\ \ \ __,?--\---\ \ ~-£X/ST. 15" SEW£R ___,_,_£XIST. 27" SEWER \ ---~ ,: ~ \ \ 38 34' 17' 1 11' FOR IMPROV£M£NTS WITHIN LUISEfvo ~-WAY (PRIVATE) S£E CITY OF CARLSBAD DWG. NO. 484-50 ~ )~ Lor ;Vo. .. ! I , I~ ~ , I . I I .~ ml 2 18038 EASEMENT NOTES: (SEE SHEET 2) [II INDICATES PROPOS£D EAS£MENT. CD INDICATES EXISTING EASEMENT. 799218090 CENTERLINE DATA TABLE 0 b./BEARING RADIUS LENGTH 1 25•15'55• 169.50' 74.74' 2 N56"21 '.57'W 115.87' 3 21"25'15" 100.00· 37.39' 4 N34.56'43'W 22.00' 5 N57"19'.37"£ 117.95' PRIVATE CURB DATA TABLE 0 b. /BEARING RADIUS L£NGTH D£SCRIPTICN 1 N34'56'43'W --22.00' 6" TYPE •0• CURB AND GTR. 2 17"20'09• 70.50' 21.33' 6" TYP£ "G" CURB AND GTR. 3 N38.56'17"£ --14.40' 6" TYP£ •0• CURB AND GTR. 4 93°02'05" 3.00' 4.87' 6" TYPE •0• CURB AND GTR. 5 67"41 '53• 28.00' 33.08' 6" TYP£ •0• CURB AND GTR. 6 N57"19'.37"£ --58.26' 6" TYP£ "G" CURB AND GTR. 7 9o•oo'oo" 3.00' 4.71' 6" TYPE "G" CURB AND GTR. 8 N32.40'23'W --14.50' 6" TYP£ "G" CURB AND GTR. 9 N57"19'.37"E --84.00' 6" TYP£ •0• CURB AND GTR. 10 N32.40'23'W --14.50' 6" TYPE "G" CURB AND GTR. 11 90·00·01 • 3.00' 4.71' 6" TYP£ •0• CURB AND GTR. 12 N57"19'37"E --3.55' 6" TYP£ "G" CURB AND GTR. 13 N32.40'23'W --24.00' 6" STRAIGHT CURB 14 N57"19'.37"£ Cf.1-£1 6" STRAIGHT CURB --,._, 717-III -, " -n' 6" STRAIGHT CURB . . -• .,-----=.c-... ,c-= ~ .,, " -.-, 6" STRAIGHT CURB ·-,,..,....,,. I ,,.M,-_, , 6" STRAIGHT CURB " .. ~ . 18 N32.40'23'W --14.52' 6" STRAIGHT CURB 19 96.53'.32" 3.00' 5.07' 6" STRAIGHT CURB 20 93"47'44• 28.00' 45.84' 6" STRAIGHT CURB 21 103°00'19" 3.00' 5.39' 6" STRAIGHT CURB 22 N33'38'03"E --15.01' 6" TYPE "G" CURB AND GTR. 23 N56.21'57'W --33.33' 6" TYPE "G" CURB AND GTR. 24 20·53'25" 199.00' 72.56' 6" TYPE •0• CURB AND GTR. 25 N54.31 '27"£ __ , 6" STRAIGHT CURB . --,..,..,.,-,,,11,.."7M 7 ,...,..., " ... ..,,, 6" STRAIGHT CURB ' ......... ..,,,..,, .v,, " __ , 6" STRAIGHT CURB " VO a , , 6" STRAIGHT CURB vv...,i.. .. --,.. -.. " . ,II!!",,,.,, 7 ,,,,,, , ,I _,,,,,, 6" STRAIGHT CURB . 30 N55.14'.36"£ .,,,... "'n' 6" STRAIGHT CURB 31 21"36'33" 140.00' 52.80' 6" STRAIGHT CURB 32 N56.21 '57'W --15.15' 6" STRAIGHT CURB 33 N33"38'03"£ --14.50' 6" STRAIGHT CURB 34 90·00'00· 3.00' 4.71' 6" STRAIGHT CURB 35 N56"21 '57'W --1.00' 6" STRAIGHT CURB 36 90•00'00· 3.00' 4.71' 6" STRAIGHT CURB 37 N33"38'03"£ --14.50' 6" STRAIGHT CURB 38 N56"21 '57'W --93.72' 6" STRAIGHT CURB 39 12·56'02· 129.50' 29.23' 6" STRAIGHT CURB 40 N46.34 '04 "£ --16.50' 6" STRAIGHT CURB 41 175'44'55" 0.91' 2.79' 6" STRAIGHT CURB 42 N50•49 '10 "£ --4.23' 6" STRAIGHT CURB 43 N50.49'10'W --4.52' 6" STRAIGHT CURB 44 90·00'00· 0.81' 1.27' 6" STRAIGHT CURB 45 N55.03'17"£ --16.69' 6" STRAIGHT CURB 46 N34.56'43"£ --20.60' 6" STRAIGHT CURB * 7.5" MIN. P.C.C. OR PER SOILS ENGINEER. DIRECTION. ** MIN, PAVEMENT SECTION SHALL Bl: 4"A.C. G" C'.. // BASE PER SOILS ENGINEER. RECOMM[NDA T/ON. 1 I------:;~ ~ , ~ I\ ~'._lk / ...::ll-l-1--M,-l-~l,_.TC."""'.'H-.Ll.-:-:'N.·:-:'£-~...i,-STA. 12t5,9·00 r PR/VA TE DRIVEWAY 'D I I I I I .,, .@r I f f I---+----+-- SEE SHEET 5 60 BB&D~ PLANNING ENGINEERING SURVEYING fsHEETl CITY OF CARLSBAD ~ ~====~====:============================~====~~===~====j====: L_±_j ENGINEERING DEPARTMENT ~ - PRJVATE IMPROVEMENT PLANS FOR: QUARRY CREEK PLANNING AREA R-1 Cl1Y BENCHMARK: SURFACE IMPROVEMENTS SOP 15-17 5~;~}~:;'.:;,s;;a120 DESCRIPTION: _:=J~s:_-6:=°:~,:~•2_, •_1._'Ro_w_P!.-'PE-W./2_v_1s:_'K_u_~_RK._li_v __ t----+--+-----------------1----1----1----1--_J APPROVED: )i,;bl-JAS~'7'/Uf~~~T Sl58-oBO-B1157 Fex V LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD l-;c---;;-;;.f--;;-.;-·l-;-;;-;:-;-,-;-;-.-------------1---+---+---1---1 CITY ENGINE6 PE 63912 EXPIRES 9 30 16 DATE r '2/ J' DAlE INITIAL OWN BY: SB&O PROJECT NO. • DRAWING NO. ~ VILLAGE DR., 0./ Ml. EAST OF PONTIAC DR. 5-6-l'f A.P AS-BUILT :;>"J' !) RECORD FROM: _R_.o_.s:_._1_72~7_1__________ DAlE INITIAL DAlE INITIAL CHKD BY: Sv ~M..,_k""~e.,;w'-A-,"-1<1.:..,R.~'K£i-,-1--------DA-ll-F ELEVATION: .J/7.176 u.s.L. DATUM: ~N.~.o.~.v.=.D~. ~rn=2=9 __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ,1.., MS 15-13 484-SH AS-BUILT ' 081616 I') 8 !. frl~ -: Po ''. :n C .·, ~ Cl '< :a '-I -~ ,-, ~"' _' ·o • :· )> 0 . ~z ·-! z i;p -ti -, C< .:. ~I .,.I,, , mD " 'O ;,_ Ol·m .,.I,, I ~,: w~ m "' ~ ·-'-I' □ :0 ~ 2 G) 2 C :s: tlJ m :0 □ :0 i 2 G) 2 C :s: tlJ m :0 □ :0 i 2 (j) 2 C :s: tlJ m :0 □ i ~ 31 a t i i ' . I ' ' ' ' ' . +i ., .... ·•O 12.46' I • I 00 0 00 ... Lor 1 1.v/AP ;VD. c::::J 000 D 0 MATCH LIN£ ~ STA. 12t5~. oo PRIVATE DRIVEWAY 'D . SE£ SHEET 4 --+~;----I . ,' II I I -~II' / • 12 79' ' . ::..! I ,;..~;;,-- "' I .... I <;)) I; I I I fr I " ' . ~ I 38 9i \ ~ 'o .... \ '3.5' 27' I lits· 34' 17' 17' _.,.v £AS£M£NT NOTES: {S££ SH££T 2) [II INDICATES PROPOSED EASEMENT. CD INDICATES EXISTING EASEMENT. 0 1 2 3 4 5 6 8090 C£NT£RLIN£ DATA TABLE 0 /:;,/BEARING RADIUS LENGTH 1 N32"4O'23"W 162.42' 2 N57"19'37"E --150.50' 3 N5'O6'34 "W --12.98' 4 29"50'08" 100.00' 52.07' 5 N34"56'43"W -106.95' 6 N88"56'35"E --54.63' PR/VAT£ CURB DATA TABLE 6, /BEARING RADIUS LENGTH DESCRIPTION NJ 1'03'10 "W --3.84' 6" TYPE •c• CURB AND CTR. 91'37'13• 3.00' 4.80' 6" TYPE •c• CURB AND CTR. N57"19'37"E --13.84' 6" TYPE ·c· CURB AND CTR. N32'4O'23"W --120.50' 6" TYPE •c• CURB AND CTR. N57"19'37"E --19.50' 6" STRAIGHT CURB 90·00'00· 3.00' 4.71' 6" STRAIGHT CURB 4• WHITE PAtNTi-:=c:tt-----+1-: I \1~ I v I I I FOR IMPROVEMENTS WITHIN LU/S0VO ~~ WAY (PRIVATE) SEE CITY OF CARLSBAD owe. NO. 484-5c. 7 8 N32'4O'23"W --17.00' 6" STRAIGHT CURB N57"19'37"E -~ , 6" STRAIGHT CURB 12.46' I ·. 0 . . . 2 . o' b==::e--d .. (>;:, ~ .... ~ \\j ~ j h Ci ~~ I ....___l l\_, 1 '\ ~ """; 1 • l '· 4 .._ __ _,).. f---1 ~ _ 12.46' f-----1-.. 1 . 1;J I • -----~ ll: ' ~ ~-b .. c:::i . ,._ 30.0' 7 • ·• 0 ~ ·; 0 00 •.• __J 4' cTYP- ' '<) «i • •• • ' . 1 1 1 1 Ii I 7.5' ~ ~ I I f ~' 17.5' 11.5' N ~ 49' 0 ~ 0 STRIPE .) 1-,,.__--t I I I I I I 14+02.52, 11.76' LT. PRIVATE DWY. "F" = 14+44.44, 44.53' LT. LU/S0VO WAY (PRIVATE), MATCH EXIST. 6" TYPE •c• CURB AND CUTTER PARCEL 2 P.Ai ;VD. 1074!) ,C INT. 10+54. 63 PR/VA TE DWY. "F" = 14+24.07 LU/SE, 0 WAY (PRIVATE) ~~ ~, ·- 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 . . -........ , -·-, 6" STRAIGHT CURB ~,,,.....,,,, .......... , ,I ..,, ... , 6" STRAIGHT CURB . N57"19'37"E -........ ... ..,,, 6" STRAIGHT CURB . 55•12'42• 28.00' 26.98' 6" STRAIGHT CURB 104'27'26" 3.00' 5.47' 6" STRAIGHT CURB N77" 39 '29 "E --13.62' 6" TYPE •c• CURB AND CTR. 22'36'12" 70.50' 27.81' 6" TYPE •c• CURB AND CTR. N34'56'43"W --106.95' 6" TYPE •c• CURB AND CTR. N55'O3'17"E --14.00' 6" STRAIGHT CURB 90·00'00· 2.00' 3. 14' 6" STRAIGHT ,CURB N34'56'43"W --3.00' 6" STRAIGHT CURB 90·00·00· 2.00' 3. 14' 6" STRAIGHT CURB N55'O3'17"E --14.00' 6" STRAIGHT CURB N34'56'43"W --7.00' 6" STRAIGHT '::URB N34'56'43"W --13.40' 6" STRAIGHT CURB N55'O3'17"£ --15.47' 6" STRAIGHT CURB 90•00'00· 2.00' 3.14' 6" STRAIGHT CURB N34'56'43"W --3.00' 6" STRAIGHT CURB 90•00'00· 2.00' 3.14' 6" STRAIGHT CURB N55'O3'17"E --15.47' 6" STRAIGHT CURB N34'56'43"W --76.50' 6" STRAIGHT CURB N55'O3'17"E --16.73' 6" STRAIGHT CURB 180·00'00· 0.83' 2.62' 6" STRAIGHT CURB N55'O3'1 7"£ --4.35' 6" STRAIGHT CURB N58'O7'28"E --4.46' 6" STRAIGHT CURB 17tr18'O7• 0.84' 2.60' 6" STRAIGHT CURB N58'58'24"E 16.67' 6" STRAIGHT CURB 8'41'22" 129.50' 19.64' 6" STRAIGHT CURB N67"39'46"E --14.54' 6" STRAIGHT CURB 88'30'19• 3.00' 4.63' 6" STRAIGHT CURB 1O'24'tt" 112.00' 20.34' 6" STRAIGHT CURB 128'17'54" 7.00' 15.67' 6" STRAIGHT CURB N32'4O'23"W 10.21' 6" STRAIGHT CURB N57"19'37"E --35.99' 6" TYPE •c• CURE AND CTR. N57"19'37"E 75.01' 6" STRAIGHT CURB N32'4O'23"W 13.35' 6" STRAIGHT CURB 107"27'27" 3.00' 5.63' 6" TYPE •c• CURE AND CTR. 41'45'33" 28.00' 20.41' 6" TYPE •c• CURE AND CTR. I ~ I <: I 29' 5.20' )... 00 ® ;;;!! 118.8 F.F. ':J -~ / 47 6'36'25" 28.00' 3.23' 6" STRAIGHT CURB 48 69'10'36" 3.00' 3.62' 6" STRAIGHT CURB - ------ ::: -t I I Jj_ I I 'I-,! .....____ -------, li[ ¼i. c::i I --,....__ I I ,._ - - t18.1 s.c. I IEl ~ : \ \ ""-==;;~~it~~Li-==;i2'===-=-=~1~2=~r~~ 11 +20. 42, 12.27' RT. PRIVATE WY. -"8~ --~~ = 11+52.18, 41.33' LT. .LU/S0VO WAY (PRIVATE), P.C.R. MATCH EXIST. 6" TYPE •c• CURB AND CUTTER ..........___ 811 \ \ ,C INT. 11+62.42, PRIVATE DWY. "El" = 11+68.34 LUISEflO WAY (PRIVATE} (PRIVATE) R~VI~'il_9L-]l'r'1- r'~ INSPECTOR . . ~?-"' ./ .,. . . ,' . ~-. J ' . . ,· _.---=-\I I ,,/ ==--ff+14!76, 12.07' LT. PRIVATE DWY. "El" = 11+83.26, 47.39' LT. LUISEf!O WAY / (PRIVATE), P.C.R., MATCH EXIST. 6" TYPE •c• CURB AND CUTTER Lor 2 ;.v)AP ;VD. 1fJOJB 5-6-1q DATE /r3Q-1.0J...O DATE GRAPHIC SCALE -20 0 20 40 60 /. / / / - / / ( . -1-y \ / I\ / I \ ~ I \ /~;I I 5 ,C INT. . 11+50.50 PRIVATE DWY. \ 14+22.00 PRIVATE DWY. 10+12.89, 12. 19' RT. PRIVATE DWY "F' = 14+ff.88, 41.74' LT. LUISE, t:I WAY (PRIVATE}, P.C.R., MATCH EXIST. TYPE •c• CURB AND CUTTER I. . \\ _.<:: ·•· :;~ -~ ~-=~~ ~I =_ =~ ~• ~ =-~ ~ = ~-; ~~ =-,~\ =; -~ ; ~ ~ ~ ;,~: -= ; --------- FOR IMPROVEMENTS WITHIN LUISEf!O WAY (PRIVATE) SEE CITY OF CARLSBAD DWG. NO. 484-50. 49 N77"4O'23"W 7.14' 6" STRAIGHT CURB 50 45•00'00· 3.00' 2.36' 6" STRAIGHT CURB 51 N32'4O'23"W 65.51' 6" STRAIGHT CURB 52 45•00'00• 3.00' 2.36' 6" STRAIGHT CURB 53 N12'19'37"E --8.74' 6" STRAIGHT CURB 54 40'38'36" 3.00' 2. 13' 6" STRAIGHT CURB * 7.5" MIii. P.C.C. OR PER. SOILS ENGINEER. VIR.ECl!ON. **MIN.PAVEMENT SECTION SHALL 8£ 4"4.C. 6"r;L./I 8ASE PER. SOILS ENGINEER. fffCOMMEN/74 T!Ot,/. , 1-------t----1---------l---l--.J.._____J_____J ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT PRIVATE IMPROVEMENT PLANS FOR: QUARRY CR££K PLANNING AREA R-1 ~ ~ SB&D~ PLANNING ENGINEERING SURVEYING 3800 Ruffin Road, Suite 1 20 Sen Oleg□, C::a. 921 ~ 858-560-'1141 85B-EiBG81 Ei7 Fax CllY BENCHMARK: """'"' ~'.;il"' so, 15-'7 DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED APPROVED: if JASON~~ERT 'i.S. 6215" -------------f----+---+-------------+-----1---+-----'----' U~-----~ i,al.£. LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD l--::--;c--=-1,......,--=-+-7':"-=777'"~-----------l--___j_--1----1.-__J CITY ENGINEr. PE 63912 EXPIRES 9 30 16 i\TE VIL/AGE OR., 0.1 Ml. EAST OF PONTIAC OR. 5-6·/'f A.P 4S-8UILT RECORD FROM: R.O.S. 17271 ELEVATION: 317.176 M.S.L. DAlUM: N.G.V.O. 1929 DA 1E INITIAL ENGINEER Of WORK REVISION DESCRIPTION RON PARKER DATE DA 1E INITIAL OTHER APPROVAL DA 1E INITIAL CITY APPROVAL OWN BY: so,_&o CHKD BY: -<=2,,,~"--- RVWD BY: ·rv PROJECT NO. MS 15-13 DRAWING NO. 484-SH AS-BUILT ' 081616 □ :a ! 2 GJ 2 C $ CIJ m :a □ :a ~ 2 GJ 2 C $ CIJ m :a □ :a ~ 2 .GJ 2 C $ CIJ m :a fl'k----.,r "'- "-coNNECT 70 EXIST. J-" P.V.C., /0.80fE "'- EXIST. 54• H.D.P.E.'--\7'--.____ / STORM DRAIN PER DWG. NO. 470-54 /1-r'----+---+----<:_ U) 023.90 TOP '2.90 [ I I / l I 22.40 F.G. /H.P. ~ \ 22.6' F.S. 45' /JENfl II. 00 It 123.30 F.F. 122.60 S.G. I 0· ~,,_______, I · I ccl(J..1-.l-.1 -1-1-+-h /~~ Lor 1YAP ;VD. 2 I 16038 22.20 GR. 21.50 C 22.50 r.s.11 22.20 GR. 20.90 [ I I 22.40 F.G. H.P. 22.50 F.S. G.B. 20.40 21.50 F.S. 21.30 GR. 20.60 C 21.40 F.G. H.P. 21.10 GR. 20.40 C 21.50 F.S. > ~□ . ·.~. ~-¼- 11 AS BUILT" ~T _/L7 J-~ P.E. 68547 EXP. q-30-/Cf 811 REVIE\IED BY1 7l~ INSPECTOR 5-6 -/q DATE Ir 30-)..oJ..Q DATE 22.60 F.G. 21.20 G . 20.50 C 21.40 F.G. H.P. 0 (') S££ GRAPHIC SCALE -r-----..----~--- 10 0 10 20 0 (') 22.50 GR. 21.80 C 22.40 21.70 \ .. ' . • ,22.60· F.S.. ~ . . 22.60 •.• !';S. 22.10 GR. 21.40 C 22.60 F.G. /, 22.50 It,' ~N2,;,'2~.4~0~F._i,GJI--G~.fl- H.P. JO 21.20 GR. 20.54 C 21.50 F.G. H.P. Zl.40 GR. TYPE "JJ'' PE[} RAMP SHEET IZ 4 • 22.70 . F.S. •· ., . I> . \ • .. ~ . . . ' 22.70, f.S .. 22.50 F.S. .. 4 .... ' .... ..... . ... .... . fll'r <1 4 22.86 F.S. \22.40 F.G. "" "" r rH.P, _____,. ~2.62 ---------F. s. 22.30 F.G. 22.30 FG. \\ \, ~12" H.D.P.E. '\\ STORM DRAIN \ \ PER DWG. \ \ . 484-5D \\ \\ 22.10 GR.~ 21 po If. \\ \\ ~ \\ \\ SB&D~ PLANNING ENGINEERING SURVEYING CITY BENCHMARK: ( -------- 23.30 T.C. 0 ";10 \ \ --- \ ---6 ____ __, so -------- so so ------ 23.40 TOP '2.40 [ -<. l 23.40 T.C. tT'\ ~ 23.20 T.C. ~ --,,_--.::,-12• H.D.P.E. S.D.C.O. STORM DRAIN PER DWG. NO. 484-5D 23.20 T.C. ~ G.B. '-..__ '-..__ \ \ \ \ \ so so -------- so ~ --------\ \ \ \ \ \ \ NOT£: EASEMENT NOTES: (S££ SH££T 2) [ZJ INDICATES PROPOSED EASEMENT. CI) INDICATES EXISTING EASEMENT. FOR R-1 ON-SITE ROUGH GRADING AND DRAIN PLAN AND PROALES SEE CITY OF CARLSBAD DWG. NO. 484-5D. PRECISE GRADI G PLANS SOP 15-17 3EIBORuffinR□ad,6uits120 DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED san □isga. ca. s2123 --=='--='-'--"------------1---+---+-~------------+----li---+---l-----l APPROVED: -tt .JASONi,mJ2T 858-660-1141 '2..S. 6215" 008-680-B157 Fax ''N , ~ ~ \ LOCATION: ,, TOP OF CUT SLOPE 50 NORTH OF CARLSBAD r;c--;;--,;,f-----;;--,,----f-.,.-;;.;...-,.-------------1---+-----J.---l-----l CITY ENGINE" PE 63912 EXPIRES 9 JO 16 ATE VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR. 5-6-fq A. P. AS -8 U IL T 5 31 A~ DATE !NlllAL OWN BY: f!'B&Q PROJECT NO. DRAWING NO. -:~~~=J~:::,.1!~::::'.:~~-~-4. ~ RECORD FRO"· •. R.-"-.Oc..c..S.c.c..__,l-"72=-:7...cl__________ . DATE IN/llAL DATE IN/llAL CHKD BY · ;. M -ENGINEER OF WORK REVISION DESCRIPTION RYWD BY:. fl.,-MS 15-13 484-SH MRON PARKER DATE ELEVATION: .J/7.176 M.S.l. DATUM: N.G.V.D. 1929 OTHER APPROVAL CITY APPROVAL AS-BUILT ' " 081616 □ :0 ~ 2 G1 2 C s: OJ m :0 □ :0 ~ 2 G1 2 C s: OJ m :0 □ :0 ~ 2 G1 2 C s: OJ m :0 . I ! ·, ' ' '! ! ' ,_; 1-.: ~ ..: ~ - 1 ---=l 1,_; 1-.: ~ <:5 ~ e=-==--==--==--===1 '-- Lor 2 1YIAP 1VO. 16038 1 ® 811 19.80 GR., 19.10 [ I 19.oo c 20.20 F.S. 20.10 F.G H.P/ 19. go---=. 18.80 [ 11 AS BUILT" A. tv~ ? I P.E. 68547 EXP. '1·30-1'1 REV!~. Jl --·-c:,. INSPECTOR S££ # t " ¼· "1'& 5-6-1'1 DATE GRAPHIC SCALE /-)~---:21l-O ----i DATE 10 0 10 20 30 SH££T \>-Of ESS/Q or ~ rn rn "' • SB&D~ PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Piego, Ca, 92123 868-560-1141 B5B-56GB1 57 Fax MRON PARKE!i DATE 8 1 16038 NOT£: £AS£M£NT NOTES: (S££ SH££T 2) (I] INDICATES PROPOSED EA!EMENT. (D INDICATES EXISTING EASEJfENT. FOR R-1 ON-SIT£ ROUGH GRADING AND DRAIN PLAN AND PROFILES SEE CITY OF CARLSBAD DWG. NO. 484-SD. ~ CITY OF CARLSBAD ~ ~====;===~~===========================t===jt===t====t==~-l ~ ENGINEERING DEPARTMENT ~ PRIVATE IMPROVEMENT PLANS FOR: QUARRY CR££K PLANNING AREA R-1 CITY BENCHMARK: PRECISE G~G PLANS SOP 15-17 DESCRIPTION: :f.s:-:;,~:• IRON PIPE W/OISK MARKED APPROVED: ---.-.-,c... JASCJll~GE DERT ~~=----------t---+--+-------------+---l---+-_jf-----1 ~ '2:!J.l.k LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD ,.o--;;-c;;;-t--;--;c-t-.-;;;-=-;-;--:;=-------------l---l----l---+---l CllY ENGIN PE 63912 EXPIRES 9 30 16 TE VILLAGE DR., 0.1 Ml. EAST OF PONTIAC DR. 5-6-/q A.P. AS-BUILT DA'lE INITIAL DA'lE INITIAL DA'lE INITIAL DWN BY: • PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 2~ ~r JL Ms 1 s-13 484-sH RECORD FROM: R.O.S. 17271 ELEVATION: 317.176M.S.L. DATUM: N.C.V.D. 1929 AS-BUILT ! I Cl :IJ ~ ' ' 2 G) 2 C ' ~ OJ m :IJ u, l> ~ B □ ' " 'I ~B :IJ ~ ~c ' ~@ ,I~ 2 .1 "Cl • ,1 J;, G) 'I ~z 'zcl' 2 .I ~i C ·,1 "□ ,, ~ cl ~ '·f oi!-n ,, 8l ~ OJ !wz m z :IJ m u, □ " t Cl :IJ ~ • 2 G) 2 C C s OJ m :IJ 'l '081616 ,i I ' 1i I' i I " 1 1,r.r 2 19.20 F.S. 19.10 F.S. I 19.10 L.P.1 I <I ·, ~ • •· 1 /18.00 C 19.00 GR. ·,; . " ~ .·· .. _.ij / cg] cg] . •. ~~ l F.G. ij • 8 P. v.c. D 18. 0 GR. t9-t'~t°~L-_]_!J.18~.8~0'/___§EGR. 18. 10 I[ . . 17.80 I[ ;, 19.20 F.S. l 19-rO F.G.1 • 4 . . ij 19.30 F.S . 19. 10 F.G. l .. : l __.-tt-.l 8. P. v.c. ~ l 1187..600 ~R-I 1.5. 18.70 GR. • <-I '0-f~=i+-<Y 17.30 C 19.2 F.S. S££ 19.30 F.G. 1.v/AP JID. 16038 ~ .,__ _____ ___J 19)1 F.G. I \ \ I ij --1--k ~! !~ 17.80 T.C. ii ~ -=I I I ~ 18.30 T.C. 18.20 F.G. 10 H.P. 8" P.V.C. SEWER (PRIVATE) 8• P. V.C. 6" P. V.C. WAll"R·-._-+-- (PRIVATE) S££ 21.60 T.C. 21.20 T.C. I ~--=---~ 24 H.O.P.£. S~'RM DRAIN P. OWG. N 484-50 0.82% 0.6% 17.70 GR. 18.60 T.C. 19.00 T.C 8090 I I I I ~I _, I --, ;§ T I ~ I ~ I I 1-/ I \ / __ -IJ-!s!iM~O~OdhF=I E-"Cl~C4'i!~~ ,, TYPE "F• CATCH BASIN I 21.J/1 RIM, 20.20 WEIR I I PER OWG. NO. 484-50, 21.20 I II . I T. C. TOP OF TRASH ENC!OSURE = z.'." LINE OF SIGHT✓f]tTION AT THIS POINT = v, .S I I I I I I I FOR IMPROVEMENTS WITHN LUISEJIO WAY (PRIVATE) SEE CITY OF CARLSBAD OWG. NO. 484-5G. '---";;..-~~.,~~ 2:.:;;;(Egjr+¥~'~' ~--;;:;=-;;-__:~asi-=:--1 ------,rT-Tt::;===============:----l✓~t=...=-=-=-=-=-=-=-=-=--=--=-~ -v~t---1 mwr.c. -=~~-~~ I I I I I // P /j0r.F'/ ;J r. J~ V...-.:...r ...:...., 8" P.V.C. FIRE (~_,----., (PRIVATE) SH££T \ CJ ; '-~ I 18.8 F.F. 118./ S.G. SB&D~ PLANNING ENGINEERING SURVEYING 3890 Ruffin Raad, Suite 120 San Diego, Ca. 82183 BEiS-560-1141 858-560-61 57 Fax 9 CITY BENCHMARK: 4• P.V.C. PER OWG. NO. 484-50 NOT£: FOR R-1 ON-SITE ROUGH GRADING ANO DRAIN PLAN ANO PROFILES SEE CITY OF CARLSBAD OWG. NO. 484-50. Pi.vi ;VD. £AS£M£NT NOTES: {S££ SH££T 2) 10Y-49 III INDICAll"S PROPOSED EASatENT. CD INDICAll"S EXISTING EASEMENT. t----+-+-----------1--l-----1---l---l ~ CITY OF CARLSBAD ~-. ~ ENGINEERING DEPARTMENT ~ PRIVATE IMPROVEMENT PLANS FOR: OUARRY CREEK PLANNING AREA R-1 PRECISE GRAD ...Q_ELANS SOP 15-17 DESCRIPTION: CLSB-088 2• IRON PIPE W/OISK MARKED APPROVED·. "L.S. 6215" 1•~~:;~~~'..a2Jt1.=---,--_:_JA:S:O'l S/?~</i~5RT -==-'='--------------r---t----t---------------+---1--.J-----l---1 le -l-1..fiJ 7 ' REVIE\v'ED BY1 GRAPHIC SCALE LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD h,~;;,t--.-.,-t,-;;-;,,,;~------------J---l------l----1----1 PE 63912 EXPIRES 9 30 16 DAlE A VILLAGE OR., 0.1 Ml. DIST OF PONTIAC DR. 5 .• • /'I A. P'. AS -BU IL T OWN BY: SB&O PROJECT NO. DRAWING NO. 484-5H 811 2t12y;,;;,- INSPECT □R ----10 0 10 20 30 l~,~~'==lt.b~~=-_:5~-,~, ... 1& RECORD FROM: ...'-R.CCC.OC.C.s.C.C.-'l-'-'72=.c7-=..I__________ DAlE INITIAL AllRONPARKER DATE ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 ENGINEER or WORK REVISION DESCRIPTION DA lE INITIAL DA lE INITIAL O1HER APPROVAL aTY APPROVAL CHKD BY: .SC RVWD BY: _·fl.._ MS 15-13 AS-BUILT '" l> ~ 8 1~~ , il a •oc ~ '.iJ ~ ~ ~ (fl • a • '► l~Z ~z~ ~C< •~I ~ rn □ ~ :0 1J i m,!Tl " 8l ~ 1w~ m '" 0 'i! ' ' i " □ lJ ~ z G) z C s CD m lJ □ lJ ~ z (j) z C s CD m lJ □ lJ ~ z G) z C s CD m lJ -' I 11 I ' . ,_, ---. . -··--------~ - Lor 2 1.v/,LJP ;Vo. 1600'8 --------- 4 ~ 8" P.V.C. PER ~ OWG. NO. 484-50 -----~ -- ---- _J < . 24" H.O.P.£ STORM DRAIN PER OWG. I \ I I I NO. 484-5F ---I I --rr---~L I Ul I I I ij I ij I I I I n-1--+-I-_--_8_'_P._.v._.c_. --I I I I I I I I I I I I I -r I, 1, I I I - 24' H.O.P.£ STORM DRAIN PER OWG. ~----/ NO. 484-50 16.20 T.C. ------r- 16.52 T. • . 16.oo r.c; :ri 15.47 T.C. S£'£' OWG. NO. 484-50 FOR CURB ANO GUTT£'R ---------- S££ 18. [J_F.G. -- 17.50 r.c. h ~24• H.O.P.£ STORM DRAIN LU/S£NO ·1 I PER OWG. NO. 484-5F +1----I I ' . "AS BUILT" 4. -z_~ 5-6-1'1 P.E. 08541 EXP. q-JO· /q DATE GRAPHIC SCALE 811 INSPECTOR 10 20 JO <[. . , Lor 1 1.v/AP ;VO. 1600'8 / / I I I I I I I T.C. / I / / / / I I I /PRIVATE J, ~ DRIVEWAY I I I A I I I <I 1/ I I I I I I I I I I I I I I I I I I \ \ I \ I I I ) NOT£: I/ I/ I/ "----" FOR IMPROVEMENTS WITHIN LU/S£'NO WAY (PRIVATE) S£'£' CITY OF CARLSBAD OWG. NO. 484-50. P.1Yi ;Vo. 10749 EASEMENT NOTES: (SE£ SHEET 2) (I] INDICATES PROPOSED £'AS£'M£'NT. (D IND/CA TES EXISTING £'AS£'M£'NT. NOT£: 8090 1.v/AP ;Vo. 1600'8 FOR R-1 ON-SIT£' ROUGH GRADING ANO DRAIN PLAN ANO PROAL£'S S£'£' CITY OF CARLSBAD OWG. NO. 484-50. SB&D~ PLANNING ENGJNEE;R!NG SURVEYING 3880 Rt.Jffin Ro,;1d, Suite 120 S<a1n Olego, C.;1. 921 23 BBB-560-1141 658-ElS0-8167 Fax OAT£' CITY BENCHMARK: DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED 1.S. 6215• r------t---+-------------1--1---1---1-----l fSHE_ETl CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT PRIVATE IMPROVEMENT PLANS FOR: QUARRY CREEK PLANNING AREA R-1 PRECISE GRAD!! G PLANS SOP 15-17 t---t----t---------------11---+---+--l----l APPROVED: -. V -t Liz JASO~~,~ERT t-;:-,--;;.t-.,,-i-::-;;-;;-:.,.,.-;-:;c------------11----1---l---l-----l CITY ENGlNEE~ PE 63912 EXPIRES 9 30 16 i\TE VILLAGE DR., 0.1 Ml EAST OF PONTIAC DR. 5-6-/'l A.P. AS-BUILT ~~~=°;;:,;;;~:=-=~~~==~=== -===--==-.:"'-'--=-='-"''-'-'==-""'---1,oii'iA'TiTE,t-;.;1N1ni11AL..-l-'-=--=-.c'-'--=-'-------------lf-::.,0Ac:::==-'--c1N=111cc-AL-+-0-A=-l-1-N111-AL-I DWN BY: sa&o PROJECT NO. I DRAWING NO. LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD RECORD FROM: R.O.S. 17271 '" '" CHKD BY Ar - ENGINEER OF WORK REVISICN DESCRIPTION OTHER '"PROVAL CllY APPRO"AL RVWD BY:. '!'~, MS 15-13 484-SH ELEVATION: 317.176 M.S.L. DATUM: N.C.V.D. 1929 ~ , AS-BUILT ------------------------------------------------, .... ,,,_, ________ _ " u, l> ~ 8 I fil~ , □o .: :n C , .• 0 '-1 j ~ -: ~ (I) .; :J! • ~z z~ 2 ~ . ruI ;; ~ ~ "· OJ .m 1· g: ~ ;w~ m en ~ I -, I 081616 □ :0 ~ 2 G) 2 C ~ CJ m :0 □ :0 i 2 (j) 2 C ~ CJ m :0 □ :0 i 2 G1 2 C ~ CJ m :0 : ! ~ (J) I 0:, c:: -q ~---------··--·-------,--., ---------------,--------·--·------~-·-'>•-0014'., ... ... S2 Q (9 ii ®~~ ~ I ' ·~ r' I' 'I" I '7 ~ I ~ --I I 1d-clA1&ffi'Ac~ ). l r ·-1 I . i .I ! i ... \.. VJ.,l~<I\.' /t ' ' ~ I i ~ 1· a.I. ">-t---' ., A I I I I •\J I I ~ (~ ----, . ' I (l" ' . ' . -I . ' ~'-.1 ~ I L I I '---{ L__ _______ .._ -l----1--_J i : i I "T I-·-tl ,;:, tl ~ ~ :i.: ~ (5 ~ i;; ~---z ;o "' "' "U ""< "' -~ i~ D . l"'1 ;o \ l::j ' a, \ -=' :0 ['1 ~~ .i,. .__, ~ "'-'-------i I I . ):) I I '1) l\:, --l t--,.._cc-lr-+-c-+r~~~ I · ;:?: ~ ' ~ 11:;,, :t, VJ"" ...... ' ' ' i'i\.§l~ I (·,, <::, t'i:,.,.... . u I ' ;t: <::, . I I ~ • ::tjl::i , ?6 I I ~::,, , ' t'i.w i I , I I -i-1:::,~;:i: ...._ I !:'i1'5 ' ~!>i I I I l 9+9Z00 3.00' RT. PRIVATE DWY. 73• = !«::~--1--'---l-1>--~ ~ 1::, ~ :i;:: 1 ' , . I ~ <;.i .. , 1 -' ~ 1 ..... ·-!-· . : 1 [I 7· f· 9+9zoo, 3.00• LT. PRIVATE DWY. ·c: 1 ____ ..,,._ ~~ ~ sl! "1 ~ ~ ·-, L.l ' , . . !.. . ~·"' J I l ·-.. -! ! .. . L I S.M.H. NO. 1 ·1 I t:J\<:::i ~ !:"i . i . I J_ -'~"'-".\ i I T f INT. I ..__ --------hi~ ..... i I ;;, ~ :t, . /I I T T i 10+00.00 PRIVATE DWY. 73" = N57"19'.3 150.50' ~• -~ ~ ~ : , K-,( ~ ; 10+• izOO, !11.',4/: Ln • YVAlEI DWY. M: 10+00.00 PRIVATE DWY. "C ____ ......,_ --J.ac-'--~ ~ ~ ·+-I ' ~•• · ,{}+ '1~?,-j7.-0/F-'RT.-'..PR/VA1E--UWY.-~ lO+OZOO 11.47' LT. PRIVATE DWY. "B" -- -=-:;:i:: ~ 10+09.00, 12.30' LT. PRtv)-• ' . ....,·-· . ~~ . I . ./ 6f P. v.~ w~~ 111 .Ol T.P. i I 7· 10+11.47, 7.00' RT. PRIVATE DWY. ·c, 1-4--1,L-,4-...... ~ 70+12.30, 9,;00' RT. PR/VA, !YWY.. "4': •..... ~"{ "'i -~'5' . 10,+o .00, [2.30' LT.. PJ?IVA?'E. f')WY. .. · -a· ... 4S BEND 6" P.V.C. WAlD? .._,____ l-'"i,..fl.,L-7"-'-.;: 45' BEND 8 P.V.C. FlRE .. _I I 17+31.i!lO :G.S. : t_, : , C~('AR ' 1q_,+1 --!0, ff.0, r: . :RfVATE lf~ , I 10+11.4Z ZOO' -f:'F.-=!-i--+t-' I ll -· ·~ :'b-0 r';V.lf,,"71\'cj ~,-< ~11.if/N.]/-·· ·,-8 .r. ,v. flf(rf:;'-f·fiRcB · · ··i-·· : :ti 4o' BEND 6• ~~~ 1------~ ~"--;...!--==.,:== 110+12.30 9.00' LT. . ·• ~·· .... :t!'.!-ij;~b~J, . 1 ····· .. 1~ -~ r·, . j-j ,'5{.-•· -,· :-. ··t· ·-.. ... .. . . ;_· "' ~ ,.oo Li. 1..J C----~-'-.__l__....L........J._ 45· BEND 8 P.V.C. FlRE _ ~--· _14:t.rt.t~E, _ . 1 ; , ---_-r-1 r1. (, YN!) ! ,~+33.~. G.19. ,, .. ... ...... .. 1 I.,., _ _, I <. ,___,. ____ r 1 ~' J" ,.0 ,,,, ,~,, , · •, 6 P.V. . lf'AW?. A. :A., , ,A. ~ ''. 1q_+41.03. 9.00' LT. ~ i , ,:l±,.,.,,,.,,.,~.o.. ·' 1 ' -1,13.f4 .:r.-R. : ' · · , · -1 I~ ;........---/l,4---,r+.: ''~'-! 8 f;!RE CROSSING, ! !' ' .%.);f'l:.~~.;An '(, ! ~ .. .,....___ ..J'o~.AJ...f}J. 1241'..SmRM hnJw. i . _L .hi --1 1r i , :: 24 STORM DRA:N (ri >! : ,,.: ·.~,,h ').., : ~1 CROSS// G, 8 P.1(-C.\FlfE, 109.9~ c i : ,ct+-++-u±::-, 10+51.00, zoo· LT. 1q_+44.41 zoo RT. r:; i 81 P. v.c.1 FIRE. I/ • I 10+44.• r !24, STORM a-•w , , : I~ 10+61.30,..3.00' R --' 'c-8.0 .. PER W-6 ~4•W17;f;f1f1iff.'NG, . .. ~ ,a8:7;2. ·-t,,.i /. -:-"-,--CfOSS/~ >; .'f' r*rce.-.wX~ft.-t()9.'9.3~€-· + 1:§ 8" ?EWER CROSSIN ,-...___ ,:w1 ~JOt-5'{00 w ·-.~ ~ ' co...!§1"'90~-G'E, . I I 1, \ I li!l+53.I O 'G.B, r-r . ! ! +-/ / : ._. 11J:::\Jlpr//i'~J(~f £ ~ • • I Un .,.,~ I I < ~ "'--..... [-..... <~ :;,,:t,v:il\:J , ...... , '-----'-•' ,1·~•-,g,--" " ~ , , "'··11 I ' • , , ,:. ·, I ,1 "-1· ·,·-,. ·r · 1 I , 1 1 1 '. !"""' _1:; ('i:,.,->; I~ "i ' ' '~ '---{ T __ -.;:, . 1 c ' ; · i . .Jc .:rtf3+61~f :-2,4'7ST0RM-ORAtN . . ! ' &:i ,-...-.++--VJ 7l J nn11 ~ .._.,_ ' ~ ...l ! . 108]20 I.El \, . I: ! ,r-! ik'.,5',Q,2,S'J.l\"(.~_P,:V,.q_~~,0:.lQ!?.ZXt,: __ . i . I~ -"'is::,~ ... 12 ~L..' -· ! . 1·. ~ i-.. ul ~-.... ! ... -_; ... -· _..I_·----J !,I I ·11: I ··' J£J.-r..13. ~. "Z.i..J..bo.1.J?T. I . I I ·"" i ";)l"'i 2· ~ -. T . ;,!'( I --.:-. ' . v:-i \ n l • . , . ,_ !Ji ,;: 1 c._,..;___ ~ 7,... ! (2;i . ->I ~ : ' i -:,._ •·t1' , . 6 S. C. 'J., 1 1'(]. 40 RIM i , . ! i "' <:::i ~ H---+l.. I L.----§Ll I • I _, I ' ~ I :ti " I I ' ' 11, ..__ 1-....1 ~ll'l'S ,.. ;,..~<:> , . •, ;::i I "-, ! i : 1 Oz 8 Zoo, LT. T -..... " .,.a:-I q ,_. ., '-'1 I •. , 0 I ' ' ' i I I 1+ .1 ; · ,,_____ ,.,, 11+06.11 9.00' LT. ~ ' f::i__: ~ ) I ,~f) _ {;j ! : , SY BEND 6 P.V.: WATD? 53" BEND 8" P.V.C. FIRE ~ ~£,; t-' ~ 'q~~: .J: . ! . '. I ' -----}~".r---...,..-""--11+14.75 27.96' LT. ~ '} (;$~ :>j : ' ' ~"i I ~ i I j ..__ I"-'~ / 8" F.H. ASSEMBLY ::t' b. I I~ , , , .::ii I '-----,::: 1 ; , : I ._. , l"li.: if , ,l: . J..J4;/; .fJ6. -"''. . n' d'.: ! I , • Rl ,..,...._,._~~--'7 11+23.69 3J-75 LT. "" i ! • ' ' I ' ! 8" P .. c.1 A,, 'E. 111.00 lf P. i I ,.._ 4S BEND 6 P.V.C. WATER 7t 7 · ,. ···-· :0· ··· . INLET 1\-j_ '-"-]"~~~~~~ ..... --+ -J --l --+· ,. · ... J_ ...... ·I Iii \ 1~25.96, B. .:. . .... -L -·'-··-_L. 24.HDPESTORMDRAIN tf "'------' c..;:;~*~~-r~ 11+240~ ,c9o'LT. I 1 ' 1 '. : . ' ' I' I I I I I PERDWG.484-5F . ' -•. U.JJ. • ,: 1 · -/~ --: : I \ j , I 'i Q 1~ ::t> " r (/) ;I\ ~ 11+3!2.22, 3.00' RT. PRIVATE DWY! -~l ___ i.:~~~~5s~~ 8 P.V.C, FlRE 11+32.!2~. 3.0Q RT. _PR/VA~ DWY. 73 ,--I ; . J_ .j ... -\. J 7 ........ ,L ._!. ' •·-I··· , 4YI I 1 +!2596. 32!20' LT. = 11+6/.35, J0.[4 iLT. Lt 'SifvO WAjY j I . I 11+28.2, 3!2.67 1LT. I 1 (faJtJ:J:J: gg;:Ec'f TJUfxts~A_u --u--.,_....,_-B.O. PER W-6 . ff'f~.; <j!?fNEf~rr~,~ ~J~j-T .. i ..... ·--·-j---·-·ii .. ,g;r·r~~WA!m?,·rf200I r.r-•·· I ..... : 6SEWERCLEANOUT /\\ --__ --jl, I ,· 11-..i I '!. ', ' 1 , : , : II r--.. j : ! · • • I I .a I 2 -' ' ' ' ' ....., ' ' I • . l• : . "' 7 11 1 .. 1 .... :,. I Ii: I, I I -..s, r---< ' --l <::, ~ Sj~ 11 1 -" <.,. -, I 104. 96 !.£ 7/fvI : ' I I !11+63.44 PRtVA= IDWY. '.ti'" ' . , . ~"<:~ LlllSEfvo o, tpRI 11+28.27, 3!2.67 LT. . , ' , , J . -·· · ... 11~o5:37r,rOOf,?T:l!Vlsef/O-wAY1cPfrMrEj, ~~ :::'I _jJ r---WAY l' ,:,, .~-6 P. V.C. WA72:i?, INSTALL I i : I I -I I rv15L..5., '.fi~..{Ji,L5~fl}...ill' i 1 S::, ~ 'll • -.\---PRIVATE BACKFLOW PER W-!20 1 I I , , 1 .~~ I , ~ I ' . +--j--· ... _ __ ) __ .. .[ ·-:;,, ;\i :ti ::ll:::J I T~=~:J::~:::i~~:::::::i~:-~:;;:~~~~~ PUBUC 2'' METER AND . , I 1 , I ~ e< , , ·1 · ·1 , I : . ·-' "'I~ :'.i ~ "' t-' <:::, ..,, "' I.,, J> ' ---< -"' ..s, & ~ ~ ~~W~-./-==:;-c..~==+:.........--:::::: 1. i 1 .. ! .... _ J ... itbfi. -· -.. I .. L ! ... ! ~+ _ .. ! _ l. ts.:!~ ~ --= "' ~ ! ' I I I ! 'j' I • I i i . i i . . I i ~~~ ~ \\ <::,~ --~::-~◊ --o U,,SN g i .i i .... ~·~ ... !·-· ... j~l ···, ~ ..... .1-1-~·:---····· ~ :T!--·l---1 7_ "' ~I rnffi~ffi~m .... :31 ....... . ~ t'l-. ... ::::: --·, '-'-'-' ,.., ,.., ,.., I -I ,._ ' ' I ' • ' I I ., . "<:~ .,.._ ~i:;j fii; :; i-;~ "1::;,, ~ I> ~ t> 'i" 'i" 'i" "' I' ..... I I :l I '. ,li ' 'l I i ( ~ I I I : I I ~~ • "' ;-,9, 9> ~ ~;-, 7) c':j ai ij ij :S: ~ ~ ;;; lo. .... • . '1."' I ! i ' ' , I , •• r-,.. "" ~ ~ • ~'\,) ':' ~ ~ 9l .. ru • en N ..i:::. ~ I 1 , ~ 1 1 , 1 1 : I -11 <--s: ~"' YJi..:i.. '.:'.~ !:'i~ <tj<tj~f;!'i .!§Rl ""'"' .,;i 1-, 1• I, I ! I, r 1' :,,: 1,i I • it '-J ""-):j ==ti ..;-..;-,_, :=ii :ti • ~ -;:i:J . ' ' ~~1 ~F=:::. ~ ~ O D Z ~ e ei ~ ~ -rn~. 'lilm ';it. ~~[JJJ 3J 01hll!0 ~ -.J _,_Cl] ID m !li ~ roP.z I GI ~ X ii] gi el > '"fil~ ~ s. §~~ i'!! !'i ~ X1 ;:i: ,..._ :ti ,..._ :ti ~~~ ~ " "' "' <. ~ ?6 ~ ,l) :ti ► :§ :t.: ~~ t'j~ -~~ ~~ "'-□~~ ~~~t)-... ~~~ §l§l@~sir--. <::, 'Ii § :,;, l--l-----"=-< ::-i :i;:: L....L..:.J ~ i-.> :... en l> -< !'> :--.~ ~;:!}~~ ~ :t, I:; ;;:i I:; ;;:i ~ /;; I> ~ l't-j ~ :::'I ~ ~ 0 ..., 0, z !;; ~:b.: !:"i <::, <::, "" "-i !::, "'i !::, ;:::i < .... 'Ii ~ ~ ~ ~ ~~ill :-ti ::::i ~ ~ .. , ' ~ ' :,( "<: • --t\,' ~ !:'i ::is <.ij ~ <.ij ½ ~ 35 ':;:, • ':;:, ~ t\, <,;, "a ~ tl'j ~ l--e----1..,_ m 0 .utlj ~"' .... ..__::,;: ,-. ··1 .. " ~ :\) i:;j "i ~ • ~ • "t"tC'l ~ ;l>.~~t>t :::'I -i..[; ~ (1 -i iQ ~ ~INC. ~ I~ s::,I . :K--,. :t, ~ Yl Y) i:,~~;t: • § ~ &hl ~ t VJ !'i"' gi i:! ~ ;:!} . ~ ~~ ~II ~II ~~~ ~~~~~ ~~~ ~~~~~ ~ ~ I I (§ ~::-i --::i:: ~ :i! m l':: ' -..,_ t>i ~ 1--1--.:..i ..... <:) z bi a.;.! --..: "' "' "' :ii:: "> ~ o ► ... ·1""'.J 111111 ill .A. z-1 1-+-+-I ~ !s:) :-0 :t, :-0 ~ :-0 ~ ~ <c &i !:'1 :i:;: :s: :s: :s: :s: Nl,..,l"'li ~ ;;:i ... ra "' f;; ::g ~~ ::! C, a ~ ;a 5 ~ :::l a z ~o (J) -£~ ~ 2 OJ .. fTl ~ ~ :=o :s ~ z ~~~~~~() ;: Yl ~ i:J Yl gJ I o, ..__ "I '\i !'> I :S:::: .... ~ <:) I\; <::, )> " 1\5 Ii! --"" ..,, Yl 'sJ 2' ., "! a, .,., t' ....... {") "t\:i:,:;;:: ~ <::: t •• C, ~ a:: ;,: ~ "' !'> -~ "' -... ~ !!:: iQ ~ :-..: ~ ~ ~~ ~~ ~;,: )J ~ ~Cl! :t: <:) C) .,, "' Q '" ell t< ~ ~ ~ ~ ~ it ~ ~ \<EGts·l(-,_, 's ,.. 'r,to, '-',. r~-:;--~ ,, .. ,,,,.,, ~ A,,q-P. -10. ~ z 9i-~' a · 9 f'1 ""IJ .Q (0 OJ (/) < ....... OJ (/J o <~~ ~o )>: ~-.J ._)..--0 f, -~ '-I °ti°3l' A.. p-P. ' '½-' '"-"=-.. '0~":>, '~ • ~J]_~\ / 1/l INT. I::, :;,, ~ ;)j I:;~ ~~~ ~ l:i "i ~ 1:5 10+00.00 PRIVATE DWY. •c• -10+00.00 PRIVATE DWY. ~• 10+0ZOO, 11.47' RT. PRIVATE DWY. •c• = 10+ 11.47, zoo· LT. PRIVATE D~: -\ 45' BEND 6" P. V.C. WATER • -ill. l 0+09. 00, 12. 30' RT. PR/VA TE DWY. "C" = 10+12.30, 9.00' LT. PRIVATE DWY. •s: "-i ~ ., --..: f) f) f) -..... .,., I::, .. c'S -<;..::--i ---!"1 ~ ' r'i ~ ';;;'. ~ ::; (') A'. I:> I:> I:> <,i ..._ ~ :i:,.: ... ::t' tl'i :\)~~~ ~ ?,lj ~ :j;:! I I I "t) ..... <c 'i§ r--; (::)l;J;) ~-~~,;j ~~ ..... ;:tr-:: ~ ~ r--: l'>-i ?$ ?$ ?$ I::, -::s. ~ t:: \::: \::: ... <:S <:S <:S <>, 'i......LPROJECT BOUNDARY (TYP.) "V:f ,1, A --S'~ . ,,... .... ..Po, I 9+9ZOO 3.00' LT. PRIVATE DWY. •c• = 45' BEND 8" P. V. C. FIRE :ti 9+9ZOO, 3.00 RT. PRIVATE DWY. 73: :'§ S.M.H. Na 1 [\ ,i :i;:: V, UJ N -I m N i.o ~ :r: :,;, -l> :':jr l> z ,..,1,..,,..,-<< ....,....,~mm oww :;:o 0 :....i '.!:::,. (J"I -! i->om-!m Cr "' ~ "'INl°"I V, • \D • r--...J. Cl'l 0 og tB ~ -a ~ * ~ m n I-> I-> I-'-::0 0 ,..,1,..,1,..,lc..., -...J I.D o:i o:J -0 :....i N i.o m o Cl"IOO'li=;:;,i < 0 ..., "' n ~ "1~1~1®:,: ~ ~ ::g ~ ~ C 5 "' :;: ½ ti:! '-----. ~ 0, "" ◊ <.,. "' 0 "' .... ,,. ..., "' ,. :::;; .:t.. ~ ,... < .l: ,... <.. .-'t) -11' C\ l:,, r,-.. V) r-rt, r---\J "' .,,,~ ~ r-;g Cl) ~ls.~ ..,,11,-~ "'"«; ....,..,.,~ -i \,)ls;:>;, .... -"' .,, "i ~ ~ "' C) c::: Cl:: fl) (;> ,,, .,, <: ;: h. c., ~ rr-i "' .... ..., "' ..., ~ '<: _,.....~-("'),...., ~ < ll, 'l't :::: ~ ;,;, --i G)il>"o.,, "''""· rr-, '-J',:.""·~ "' .. --,;;;;: QJ:~ """'~<'<,,. ......~oh;--; ~...,.._, "'"' ,;:, "' ..., ,,. ;:,, ~;;::~ ~~ S:, "',. "' '< l:1,-:,,. ~ S:, I i I I I I ' , , : r1. ·1 1 i ; : tti L! I , i 7 ........ ····-' -· I I I I I ----I I -' I 1-1-• - -:1 I I ' I I ' ' I I I 7----I -L ! --~· .. .. 1 , I 1· ... . ........ .. .. 1 1 -: Sl ' I 1······1·····n--1. I I 1:I.Lili 1ill..LI i 111 j-. I i i I I I I I I~ i I_. I i ·--+--.;--+--+-+--+-~-+--+-e-+--+-+---..j ! I : --· I 1 . i 1-1 ' --· 1·· I: 1 · . .. . I . . -! ...... !.. .. . ! . ·: . . 1 · ! . + ' .. ' : : '-tfJ9. '70-1£.-+(fJl:JT,' ' I i I -9¥9 ~0,.-;j;t,i,!'-t:r..'i'RI ii11E,t1WY.-.J:; ~-..!-+-.. ~ <:::, ~ ~ --,,..........,..,.,= .-;e-:"'7,---/-+-;,l--i:; fC'\ ~ '-s: I> ~ :;,, I> •• 1 ?6 +N32'40'.23"W .----, ~ <,j ,;; I':::, ~ ~ r--. ~ __ 16!2.42' \ 'c=--==-s-::! ...: ru "° -. ~ ......,. I , i I " ' 1 ' • ,,,,u1' -~ ~ 111111r. ,,, ! ,:S I I j I 1 ! j 1 1 I I S.M., N,O. 1, :111{-0q R{M ! i i I ~ '!' !il C 0-, Z ~ I "" "' -SJ .., Sil ; ZI>.. ~;'3 r ls "' ' "' <::: -r-::0 1-i l'1 < (/) 0 z 0 l'1 (/) (') ::0 -u :::! 0 z ;I C :,: > SJ ;;j :1,;~t-f-t-t-H-H-tin ,, -"' z ~ ~ j!! ~ G C ~ ~ :I,; 8-H-H-tirrr I I I ~ ~ < :i j!! j!! ;,,oc,O ~~ ~1-~1 $ :C :,,: =:I -u C ~ CJ fT1 062 i:;:i 25 :;/ i_;i ---< w G) < WOJ-< -"' --<·· z O 3::: ~ ~--,,, .. "U i:a () I "'::01-< 1-) 0 :ti O >-3 r 0 1~ ~~1 ~~ z~A zo <D U) ~~~ ~~ .:;,.,, ~==6'tlz \I::: ra"-"' ~G'l V) ~ ~ 1, 11 ):,. """' UJ :;;i ~ ..... ffl[;J ~n~~~ <.>ii ~ <D :b.: ~ ;,;, ~ t:""' z c.. t..: ,.., (fl '9~ ~i,;.! ~t:Jj ~ (» ~ ~~ @; I .c. '• c, c, I 'llu, \S ~~~ "6 [1 ";§ ,-~ij"' !~ ... -;li 1z :-.Sc,'{' -~ r~ c;:, fT1 -. Ul ~z "'" "" p -I :ti ·~ ·~ :~ ~ ""' ~ ~ """' ~ I', ~ - - -"'~t, 1--.,..,.-~-t+t"==?;;;;'= ~ ~ ~ :ti ~ ~ ~ :ti --i ~ r-· .::X: .,,F~!--+4--.1-1--lQt-;~ ~ ~ ~ ~ ~ ~ ~ ~ --.: J/ ..::::c 1--\-f--1 ~ ~ ,. o-Pr'>, \ I / I ~ ~ I ~ :::'I INLET ~~-f-c'--1 \ 10+1 l.4Z ZOO RT. ~ ~ § "'i ~ ~~~rt~rt~m . BEND 6" P.V.C. WATER 8; &; ½ i-i; I 10+12,30. 9.00' RT. ~ ~ 'j 45· BEND 8." P. V. C, FIRE i::: !» [; :::-t '.:'. :j;'. [; t,:j ;;; ,o + 24.00 II l<S 1-,,, :.i: t'i :i.. ~ ~ ==ti :;::;iiv:i"o i.,......_.1~~----' · Fl li'E SER.VICE ~ "i_ ~ ::0 "'.. ~ :t ~~i:l~ ,,~......... ' ~ ' ~ ,lj ''· ~..:::l~~~ r-.....:.. . "' "' :ii:: "" °' :ii:: & ~ >:: ~ 17 10+50.00 ZOO' RT. • • ~ ' ' ~ f >:'i l::l ~ 6 r V.. I :-0 :-0 :b.: :ti :-0 "' ~ 1-~-,-t-1 •~p----, :s: :s: :s: :s: " " ~ 1,,,c-r--t-t---:---;:i.! '" f) f) !::, ~ f) f) l.:l ~ l--:?1"rl'--1 rl, ,.,, ;:,:_:;,, :ti ½1.-;, ;, ~ ~ ~ ~ n !:l:i ® J ~ol ti \J"' ,.... ........ ,~,s:s~~~ !!~~ ~~~~ ?;; -,. r+-+--1 9 , I -,, & <::, ,:: ~ . !'I> !'I> ;al s:, s:, <::, :;,, :t, VJ ' "' !-➔"'--, I <,j -1. ~ -)'j' , ~ ~ <::, t'i:,.,;;; ... "' "' • . .·· ,l·., ~::;: "'i. ".'-··· :t :t --I::, I::, . 'Ii~ • ;;: g I 3' TFli gi ;'!: Ji['" C'S C'S f 1 & <::, ,:: ;:i: .._ VJ 'fl! ~ ( ' " I>< I>< ... ... ""~ §l -.J .. =J...::,~ ~~ <>,<>, I ~li;"'i ·l-l+-+--1-2 / \=1 iL_ ,a,''½]~ !-. ~ ~ -' 9, '_JL' ~ ._ ~ '--~' <;-M· ~ 'J ~ l: S.D.C.O. ,r=I.LJ . ,_,. 11+16.5/ 3.00' LT. . 8" SEWER CROSSING l 1+10.65. 9.00' RT. 0 I . 24" STORM DRAIN 8" f;!RE CROSSING , '~.-77+36.91, 9.00' RT. n,'\ 24 STORM DRAIN 1£,,..q--I t:;; ~' =1=11 8" F.H. ASSEMBLY \2V 11+11.63. zoo' RT. I i;: <o<:5 11+48.53. 3.00' LT. PRIVATE DWY. 6" WATD? CROSSING rn-+--1,--I c:s ~~ 14+120.25, 3.00' RT. PRIVATE DWY. "'c· = "' ~ ~ 2,4• STORM DRAIN. I ' -i.: S.M.H. NO. 2 INLET ~ 4: INT. 1 r6. no z "0' RT. ao· 1-f+----\.; i-i----HhµAA:( 10+00,00 PRIVATE DWY. r = ;i~· ~P.v.~ WATER 14+18.23 PRIVATE DWY. "D" 11+61.86, 32.03' LT. ,.-IJ'::'::::::=I:':~ ___ , ~-,, B_}/ ~ PRIVATE DWY. c::' = ~~,-,,.. I.!.,. -... 13+98.97, 28.00' RT. ..,.,,...,,... -~---.1'4Jf . lJ, q; f:.~-/ :i;:: LUtseflO .WAY {PRIVATE), ~,,...._~,-.._ __ \\ tq :::'I EXIST. 6 S. C. 0. -...... ---.l.l \1 \_ "" l't-j ......._ ---~~ ~ •. I l 1+56.3f! 9.00' RT. 80' --........f'..,._,,Oo~~Oa• \ ~ ~ BEND 8 P. V.C. FIRE ·Oo, _ ~ ;i:: ~ f/l INT. ,,---.,__ L""5,2.07~ • !:"i ~ 11+50.50 PRIVATE DWY. • = h-j I', 14+22.00 PRIVATE DWY. '2). -~ ...,--.... ~~ I 'I~ . k-~......-x... ~ ::: "' ,-----, ~:ti. ~ ;54'-\ \l I t ~~;:!}~ ?6 ?6 ,\ . I l::::l ~-s:=\J c::s ...._ ~ ./,,. / \ -l: :;,, -::;,-~ :::'I ~"\.' .... s::; ~ ::§ ~ . ~,M,-~~ ~ ~ 0 "" :ii: I:; ~ ~a~ ~Yl~ ~ ............... ............... ~ ~ i'il ~ ---~~ (A ~~ f INT. ~/b: 7.5 <;.i ~ to-rs-,.= ,..,..,,,.rr om: ,,_ ~ ~J -....., ... , ,..._ = 14+24.07 LUISWO WAY :.,, i!a; ~!VATE) ~~ ~ I:; <::, '21: ~ ~ :-ti ,--,--~~ .;..<-,□~~ i-i;~I>~~ ...., "' • • Sli :-ti ;;; ;;; ~ !:'i ::::i \:f\:f;,, ~~ r,f r,f ~ ~ sl1 ~~ ~ ~ ::-i bi~~ H........L-~ ..__ ,-... :=ti !s:) ~ :" s;i ~ :i:;: "" & zl \) :i;;:! -·:::i: tl'i (::) :i;;:! ~~ -::s. , I i ' I : 1 I Jo+ 1.47, zoo• ILr.i PRtVAiTE ~mr. •c·I = 1 1 • j 1 , , · 10+ ,zoo, 111,41r Rr. RRl',11.TE DWY. "B,: , i ~--B<"'1c1·-1 : i -5• .•. CC.-WAlm. ,r'tFl;(J.1,-;;-p_: •. -+ !:'1tn I I i I : I I ! ' ' I it!.• ·7-. •--tl\~1r, 'I;:, \JV 72,JO. ;-9,vvtirPRll1'1W--VWY. ... -'17~-~ I • ~tt-.B\ !,o~.\ I ·"" -~1 -J/-0 (--(..)9,.00.--l•i'. . ''T.-IPR/'<IAT,E;.-uw :a Ii' • ::a,;75'\ I a\"'' I ' I "IP f . ' CJ I ' : . , ~ I " -1-'<~·"1\ I -•.LI p' . V;C. 1f7RE, ll:f.9q T.'f. I : -i -s.. ' <:S .,... f.):l r 'cl ' i ,-! I . I ~· I " 1'.b. 1 • I I , ; ,~7~ -·-I -r·--•-· t-T ~ ~--·~1~J-.. :·j;~ ,-· 1-· -I ' -i-,_ -,--➔'j'l ···· ! :-·-,--1-r -I~,-~~1~11t1T;: I I ·~--+-I fQ ~ I i I I i ; • I ~ ~\ , ii,\ I~ ! 1, l>'-50.00, G.B. i I i i ' I ~ 1· I I ' ! ' ~ !.)Jf1lJ\~ .. 1.6" P.r-c.: W11Ef. f1i4:77 T.f-I i .. J6 i i I ~ /2 ' , l I".. ' I ' -~ I I . , v' ' , 3.5· j I I 41 K-l?_+'ffJ;}j!·;;ff,· 113J73, r.~. ~. .... \! l~avp? . ~~· I .... I . ' .,.. . ..J\> ~. -... -. ... .. . .... , .... -· ... ··-· . .. 1YNt¥,) . ,. .. _J ,;:, ' I I ' I ' ' i I I:,;,~ I I ·-<-£.~~.·· -·-· 11+00.0.0 :.G.B. ! 1, ,sa1 r~ f'~ : ~ y:~cr~l I ' \I -··1-·rq1N.,1-·· I ' I . i • ~ y . l , . ·, · 7 ➔--· .. I . T I 11. ;6 1V+01.05. G.B. i -..J-1 -j-_ i;; I I , I i· ,1>.-:-,;;; ~I P1V.C. t}RE;, ! i\ 'f:: I I I j:\ • : 1 ! i ~ ~ ,'1'5:f5~,. .. I 7 --r ...., ~ ~ I ! , I I \ I \{I I i 11+00.00 G;B. I 1 ~,, :!I::' I I I 1' I '1 , ii ;· ~v.c. jWA~ i • i ~ 1 ' ' i .. ... 1'15"25-T.-P. 1 -·: • , ... -I I I 'I' 'I' I I I I I i =6J -,.:,..........,.J, • _ . • I i I · .f+f{}ifi§. :24"-HDRE-SK)RM•./}/ ~IN--; ".'Ii: ,,,,J.J~. ~.~. I ' I ~. I . 'I ' ..13. ,., ,,,. . 1 ,-,--I ~. ,:ROSSl(IG 8-1 P. v.c.1 Rf;?E, I 111., 3 ~ .. .:,. ,.! I 115.f4!TOP J' "'F· I i' • I ~ 11+16.54. 24.WDl?..'E'STORMIJ'AJN i r--..""'-··,-· -··: . '. i . 7--ji I ! CROSSING'?J~-P.W:C.~ 71 .o.:, 'f:.·· ',I I ' · I ,A' I -1· I · · · I : ! I : , I --_i_J --+ ' ' -I -: I I --~ ~I ! 1 , . 1 I i 11"1-23:00-C:B., . , I ! I I I i : i i ,,, ' ' I I · · ·· L ... ·J'.1f4.41-f':PJ---··-· ' , ~-· . I ! _ i ·-··· -,oa~1o-'k;s~-PNJ~~ -!-·••i•-·-,·r ·· r,·\, T t•+48.J:.;;·::.r.aa·lr.·,o)M1TFowx:-·t·1· 108.(J(J y.l:. (·vvu I . :' I 1' ' · .-M+2{).25. .J.{}t}';RT;; PR/191/'F,_,.,,. ,-~ , , I ' -;--,,-· I - , 1 -L 1 : 1-~=1=-ct , ~~1'-· -r -··· ... · +4-· .... ···· ·-·-· +· ! ~····-"-~·· ::: ----·+·-·-i-·-+-+----I --·---_,.,., ... .,, ----:----.,....-~-------· '-· -l----. -·1'·-l--------------··-~-! I I I i i --------------------------------------------------------w, .. •-•-,.--••------sggg l::l3BllilnN IBVd AB l:!301::l031::l 'v"J.OS3NNI\/\J '3dOH M3N • SJ.:Jnomkl O'.J::f\JS ~~ JO 0~ MiN'i8tiiQW!J = = ~ 0-~ c,,.. -----·--------. ----~-···-· _-.. , __ ,. --_· '·•''.· __ .-_,. 8SS9 l::l38llilnN 16:Vd AB 1:1301:1031:l VJ.0S3NNIIN '3d0H /V\3N • S.L:Jn□□l:ld 00:l'v'S tl381/\1nN EINIM'v't:10 "', ·--·--..,---,-J _4,1,;, ·_J\ ':JI!,*" i':,-·-8££9 tl38VllnN l!::l\"'d J..8 l:El01::1031:J '110S3NNll/\l '3d□H /\i\3N • snn□□::::ld a.J:l'v'S t:1381/\!nN 8NIM'1tl0 •:.,___r;_ -ESSS 1::138VllnN .llii:ld AB 1::1301::103!:l VJ.0S3NNIV\I '3d□H /l/8N • Sl:Jn□□tld OJ:l\18 l tl3Bl/\lnN 8NIM'1t:IO Cl) 0 IO 0 --------------' ~ V) I ~ c:: -r--t 00 ... ... ls. "' ' "' C: -r-::0 -; f'1 < en 0 z 0 f'1 en () ::0 7J -I 0 z ~ ~ !,l ;;j "' ' t::l .., J> ' .... -Pl ..Q fl. INT. 11+65.95 PRIVATE DWY. 11+77.95 PRIVATE DWY. ~ ........ -+--+---+--+---+-+-........ -+-+---+-----i ~ z ~ ~ 0 0 ~ ~ ~ f--l-+-+-l--+--+-+-f--1--+-+-+-i ::0 ~ 0 :l ~ j!,: ....... ....... (:) I -------------------....... ~ I ...._ ________________________________________________________ ..... CIII 0 (0 0 :t=::~~~~~~~~~==~-~----·~---==~~~~~~~~~~~~========~~~==~~=====i=;: ff 8SS9 1:13SV\lnN lliVci AS 1:1301:10.31:l '1lOS3NNIVII '3d□H M3N • 8.1.:)n□□l:ld 00::l'vS HS-P8P ~Ma tl381/\lnN EJNIMv'tlO '2SS9 l::!3BV\!nN .Ll:ll1d .A.8 l:G00031:1 Vl0S3NNIIAJ '3d□H /V\3N • S.L:Jn□m:ld o:J::1'11S tl381/\lnN EJNIMv'tlO '2SS9 cl38VllnN .il!V'd AS 1:1300031:1 l:i1083NNIIAJ '3d□H N\3N • S.L:Jn□□l:ld o:J::l'l1S tl381/\lnN EJNIMv'tlO __ .. _, .. ,,.,.,,_ ,-,.,-.-~ E:t;;S9 1:13BV\lnN .lliVd AB l:l3□1:103b: \1l0S3NNIV\I '3d□H /V\3N • SLln□□l:::id OJ::lliS tl381/\lnN EJNIMv'tlO '