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HomeMy WebLinkAboutDWG 496-6; CT 14-04; MILES BUENA VISTA; 01-0511 ! 1 11 I GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN D0£S NOT LESSEN OR WAIVE ANY PORTION OF THE . CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJ[CT. THE ENGINEER IN R£SPONSIBLt CHARGE SHALL R£VIS£ TH£SE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGIN££R- OF"-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTFD TO THE CITY £NGIN£ER FOR APPROVAL 4. A RIGHT-OF-WAY P[RMIT FROM THE CITY ENGINEER WILL BE REQUIR[D FOR ANY WQRI< _ IN _ THE PUBLIC RIGHT _ OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE i;;QMPANY WRITING TH£ POLICY MUST HA VE A RAIING_ OE "A • OR BETTER flND__A_S/ZE. CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY 'BESTS" K£Y RA T//1/G_JjJJ_/QE. - 5. NO WORK SHALL BE COMMENCED UNTIL ALL PtRMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DA TE OF THE IMPROVEMENT AGR£EMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF TH£ CITY £NG/NEER, NOTED WITHIN THE REVISION BLOCK, ON TH£ APPROPRIATE SHITT OF TT-IE PLANS AND IITLE SHEET. 8. ORIGINAL DRAWINGS SHALL B£COM£ TH£ PROPERTY OF THE CITY UPON BEING SIGNED BY TT-IE CITY ENGINE£R. 9. TT-IE ORIGIN At DRAWING SHALL BE R£VISED TO REFLECT AS-BUil T CONDJT/ONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EM£RG£NCY VEHICL£S SHALL B£ MAINTAINED TO THE PROJ£CT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINE£R OF THE STAT£ OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN TT-/£ FIELD OF APPLIED SOILS MECHANICS. THE SOILS Rf:PORT WILL BE SUBMITTED TO TT-/£ CITY ENGINEERING INSPECTOR WITHIN TWO . WORKING DAYS OF COMPL£T/ON OF Fl£LD TESTS. THE WRITTEN_ FIELD __ COMPACT/ON REPORT($) SHALL BE JMMEDIA 1ELY SUBMITTED TO TT-IE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TT-IE FJ£LD TESTS. 12. A PRECONSTRUCTION MITT/NG SHAii Bf Hf/ 0 AT THE SUE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATT£NDED BY ALL REPRESENTATIVES RESPONSIBLE: FOR CONSTRUCT/ON, INSPE.C.TION •.. SUPERVISION, 1EST1NG AND ALL Ollif/LASPEC.IS Qf__Jj./£_j\i[j/?I( THE CONTRACTOR SHALL SCH£DUL£ THE M££11NG BY CALLING THE INSPEC110N LINE AT (760) 438-3891 AT.LEAST FIVt (5) WORKING DAYS PRIOR TO STARTING CONSTRUC110N. APPROVED DRAWINGS MUST BE AVAILABLE PRIO(I TO SCHEDULING. 13. ALL/i'ISPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CAI.LING THE ENG/NfER/NG 24-HOUR INSPECOON.. REQJ.l(:$[ . LINE. AT · f60J¼ 438-3891. _ INSPEC110N REQUESTS MUST . BE . REC£1VED PRIOR TO 2: 00 P.M. · 7:1 _f DAY BEFORE THE INSPECTION IS NEEDED INSPEC110NS WILL BE MADE THE NEXT WORK DAY UNLESS YOU R£0UEST OTHERWIS£. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH TT-IE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAF£TY D£VIC£S, INCLUDING SHORING, AND SHALL BE SOL£L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FWERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULAIIONS. 15. TT-It CONTRACTOR . SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTH£R PROVISIONS TO BE MADE OF WORl<ER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. JHJS_ PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTT-1 AND APPROVED BY THE_ CITY ENGINEER AND/OR _ CONCERNED AGENCY PRIOR TO EXCA VA 110N, IF THE Pl AN VAR/£$ FROM THE SHORING SYSTEM STANDARD$ F$TABU$/it0 BY 1HF GQNSTRI/GTIQN SAFETY ORDfRS Till E B CALIFORNIA ADMJNISTRA 11VE CODE, THE PLAN . SHALL BF__ f'8.Ef'!JR£Q_ B.Y A RECtifEREO ENGINEER AL TH.f __ Cfl/ilRACTORS £XP£NSE. A COPY OF THE OSHA £XCAVA 110N PERMIT MUST BE SUBMITTED TO THE JNSP£CTOR PRIOR TO EXCA VAT/ON. 16. IL/J/>LY. ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, Ol'FRATIONS WI CFASF 11./MEQ/AfilY AND TT-IE PERM/TT££ WILL N011FY TH£ CITY ENGINEER. OPERA IIONS WILL NOT RESTART UNTIL THE PERMJTTF£ HAS RECEIVED WRITT£N AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPfRA noNS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, D£PARTUR£ OR OPERA 11DN OF TRUCKS, EARTHMOVING EQUIPM£NT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO TT-IE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL_ BE CONDUCTED ON W££KENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALJ. OFF-SITE ti.AUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CiTY ENGINEER FOR Al'PRQVAI TWO FULL WORKING QA YS PRIOR TO BEGINNING OF WORK •. THE CONTB.ACTQR SHALL B£ RESPONSJBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR AQJACl;NT STR£ETS AS A R£SULT OF THE GRADl/jG OPERATION, . . 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE [XJSTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILl11ES SHOWN ON Tl-IE CONSTRUC110N PLANS WEHE OBTAIN£D BY A SEARCH OF TT-IE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U11LITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LDCAIION DIFF£R£NT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT/L/11£5 SHOWN ON THE PLANS AND ANY OTH£R EXISIING FACIL/7/ES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY TT-/£ LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRI./CTIQN TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS JF IT IS FOUND TT-IAT THE ACTUAL LOCA 7/0NS ARE IN CONFUCT WITT-I THE PROPOSED WORK. 22. THE c_ON __ TRACTOR _SHALL .NOTIFY AFFECTED UTILITY COMPANIES (SEE B_E_-LOW) AT L£AST TWO FULL WORKING DAYS PRIOR TO STAR11NG CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE: WORK WITH A COMPANY REPRES£NTATIVE. UNDERGROUND S£RV1Cf AL£RT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 11ME WARNER CABLE (760)438-7741 COX COMMUN/CA T/ONS _ _ _ _ (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(S£WER, WATER & RECLAIMED WATER) (760)438-2722 23. IN ACOOROANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA11SFACIION OF THE CITY ENGINEER. -, . -, \ STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE T£STS HAVE B££N CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BAS£MENT SOIL. THE "R" VALUE TESTS AND THt ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE • AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TD CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXIS11NG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND R£PLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 11TLE 24, CALIFORNIA ADMINISTRA IIVE CODE. 6. STREET TREES SHALL BE /NSTALL£D PER S£CTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN TT-/£ STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEW£R MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE: WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1- G£NERAL DESIGN STANDARDS, CHAPTER 6-D£SIGN CRITERIA FOR GRAVITY StWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SP£C/FICA TIDNS FOR PUBLIC WORKS CONSTRUCTION, LATEST ED/DON (GREEN BOOK). 2. BEFORE ANY CONNECIION TD THE CITY'S EXIS11NG SYSTEM, A PERMIT SHALL BE OBTAINED FROM TT-IE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. J. BEFORE CONSTRUCIION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIR£D. WATER NOTES. 1. WA T£R & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TT-IE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST ED/DON) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTTON OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY Cl TY ENGINEER AND THE UTILITY OPERA IIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAD ENGINEERING INSPECIION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPEC110N MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCllJR£S SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXIS11NG TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS T£ST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, TT-IE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. TT-IE EXACT HORIZONTAL AND VERIICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12• POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA ·s DEPARTMENT OF HEAL m SERVICES. 12. AXIAL DtFLECTION AT TT-/£ PIP£ JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINT£ED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCT/ON B£GINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) JS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND TT-IE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE JN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIM(!M 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILL£D HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITT-I VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY R£SIN SUCH AS SCOTCHCAST, OR APPROVED £QUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULA IION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULA T/ON THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR W£IGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL JN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULA T/ON SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITT-I CUT OR DAMAGED /NSULA TION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. RCE 29271 SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FDR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS !jHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICAIIONS (JULY 2006 OR LATEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA IIVE, PRIOR TO INSTALLA T/ON. 4. ANY DEV/A TION FROM 1HESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA IIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS R£FLECTIVE SHEETING (HIGH INT£NSITY OR EQUAL). 6. PRIOR TO FINAL. ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCIION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION , OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRJDR TO INSTALLA T/ON. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEG£NDS SHALL BE TT-IE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE TT-IERMOPLAS11C UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TT-IE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOS£$ AND FLAR£S SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 R£VISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTT-IERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, JT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXIS11NG SIGNS REMOVED BY TT-IE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO TT-IE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THES£ PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXIS11NG TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMI-J OBJECT MARKER SHALL BE 12"X12" BASIS OF BEARINGS THE BAS JS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COOR DINA TE SYSTEM, NAO 83 (CCS83) [EPOCH 1991.35], ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS 122 AND 139 BEING A GRID BEARING OF N45'17'23"W AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271 (CITY OF CARLSBAD SURVEY CONTROL), FILED ON FEBRUARY 08, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. THE COMBINED SCA(E FACTOR AT STATION •122• IS 0.999957690 GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY THE COMBINED SCALE FACTOR. 122 = FOUND 2.5-INCH BRASS DISC STAMPED "CLSB-122 L.S. 6215~ PER ROS 17271. N:2,005, 450.968 E:6,228,316.937 EPOCH 1991.J5 139 = FOUND 2.25-INCH CALTRANS BRASS DISC STAMPED "5-50.7 1989". N:2,007,465.166 E:6,226,282.274 EPOCH 1991.35 QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE JN TERMS OF SAID SYSTEM. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAMMETRIC METT-IODS FROM INFORMATION GATHERED ON JULY 29 . 2o_J_J_ BY INLAND AERIAL SURVEYS INC TOPOGRAPHY SHOWN HERE;ON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. PROJECT LOCATJON 1833 BUENA VISTA WAY, CARLSBAD, CA 92008 SITE VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 NOT TO SCALE CITY OF VISTA l?OAn _ j_..,-- ~ ~ \ ,,__o CITY OF 1>,0~o -~ SAN MARCOS f ~ a! '-"'-1'-=--.4 w... CITY OF ENCINITAS '--__n. _ __J VICNITYIJAP NO SCALE SITE. \ BUENA VISTA WAY -u ~ MCCAULEY o'1-· 0 ~ LN. -u 0 0 'J'G~ L 0 "'i; c> ~ ;.,J\\; '< ,> <c, ~ -'-~ ~ '?)-0 '"--" 02. '1-'-s er INDEX OF SHEETS 1 TITLE SHEET & NOTES 2 NOTES & KEY MAP 3 PLAN AND PROFILE-BUENA 111STA WAY (PUBLIC STREET) 4 PLAN ANO PROFILE-CRESr DRIVE (PRIVATE STREET) 5 PLAN AND PROFILE -McCA:JLEY LANE (PUBLIC STREET) REFERENCE DRAWINGS DWG. NO. 237-4 391-9 457-4 496-6A OWNER/SUBDIVIDER: SHEA HOMES LIMITED PARTNERSHIP 9990 MESA RIM ROAD, STE. 200 SAN DIEGO, CA 92121 PHONE: 858-526-6500 THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 156-220-02 "DECLARATION OF RESPONSIBLE CHARGE" THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2006901 E 6229688 BENCH MARK DESCRIPTION: PT. #122 BEING A 2.5" BRASS DISC LOCATION: IN THE NORTHWESTERLY TOP OF CURB OF CARLSBAD VILLAGE DRIVE, 680'+/-NORTHWESTERLY FROM PIO PICO DRIVE RECORDED: R.O.S. 17271, FEBRUARY 8, 2002 J HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ?ROJECT AS DEFINED IN SECTION 6 70J OF THE BUSINESS AND PROFESSIONS CODE, AI/D TT-IA T THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CH£CK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE Mt AS ENGINEER OF ¥ORK, OF MY FOR PROJECT DESIGN. FIRM: BHA INC. ADDRESS: 5115 AVENIDA ENCINAS, SUITE L WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED JN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRElTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. 4. THIS SET OF PLANS RESOLU110N NO. 7127-7128 DATED NOVEMBER 04, 2015 5. THE STANDARD SPECIF/CA 7/0NS FOR PUBLIC WORKS CONSTRUCTION ((REEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY_G~E~O~S~O~IL~S,~IN~C _______ _ W.O. 6324-A-SC DA TED OCTOBER JI, 2012, DECEMBER 27. 2012, J[NE 2J, 2Q14 AND SITE ASSESSMENT MIT/GA TION PLAN BY_GFQS0/1 S, INC. DATED !PR/L 30, 2014 - SOILS REPORT/RECDMMENDA TIONS RE -ASSESSED BY: GEOCON, INC W.O 02037-32-,-01 DATED OCTOBER 14 2016AND SITE ASSESSMENT MITIGATION PLAN BYr;EOCON, INC. W.O. 0996-06-01 DA TED MAY 2016 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY EE MODIFIED BY TT-IE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPM£NT PERMIT CONDJT/ONS DATED N/A 9. STORM WA TERI POLLUTION PR EVEN 110N PLAN ( 14-04) PREPARED BY ~HA, INC DA TED 12_27 f16 . WDID NO. 9 37CJ77749. 10. STORM WATER QUALITY MANAGEMENT PLAN (14-04) PREPARED BY BHA, INC DATED 01/09/17 . 11. CALIFORNIA STORM WA1£R QUALITY ASSOCIATION BMP CONSTRUC110N HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. DESCRIPTION SUBDIVISION BOUNDARY PROPER TY LINE RIGHT-OF-WAY CURB AND GUTTER (PUBLIC) 6" PCC CURB (PR/VA TE) TYPE "A• AC BERM (PUBLIC) TYPE "A" AC BERM (PR/VA TE) AC PA 111NG/BASE (PUBLIC) 4• AC/7.5" AB/12" COMP NATIVE AC PA 111NG/BASE (PRJVA TE) 4" AC/7.5" AB/12" COMP NATIVE EXISTING ASPHALT ENHANCED PAVEMENT LEGEND DWG.NO. • SDRSD G-2 SDRSD G-1 SDRSD G-5 SDRSD G-5 MEANDERING PAINTED PCC SIDEWALK (SEE LANDSCAPE PLANS FOR DETAILS/DESIGN} CONCRETE SIDEWALK (PUBLIC) AC REMOVAL (PUBLIC) SDRSD G-7 RESIDENTIAL PCC DRIVEWAY SDRSD G-14 B PEDESTRIAN RAMP • AC SPILLWAY G-27, G-30, G-32A, G-32B D-22 PUBLIC/PVT 8" GRAll1TY SEWER LIN£ S-5, GS-26 PUBLIC/PVT SANITARY SEWER MANHOLE S-1 4" SANITARY SEWER LATERAL S-7 1• WAT£R SERVICE LATERAL/I" METER CMWO W-3A 8" PUBLIC WATER LINE CMWD W-2 WATER MAIN CONNECTION W-14 2" MANUAL AIR RELIEF VAL VE 2" AIR VACUUM ASSEMBLY FIRE HYDRANT STREET LIGHT (PR/VA TE) 5,500 LUMEN (40 WA Tf) £HI 18" RCP STORM DRAIN (PUBLIC) 12" HOPE STORM DRAIN (PR/VA TE} TYPE A-4 STORM DRAIN CLEANOUT TYPE G-1 $TORM DRAIN CATCH BASIN (LOTS 7&8) STREET NAME SIGN NO OUTLET SIGN TRENCHING GATE VALVE SIDEWALK UNDERDRAIN (LOTS 9&10) CMWD W-6 CMWD W-7 CMWD W-12 ••E-1, **E-2 D-09 D-08 DS-13 W-14-12 G-J3 THRU J5 W-16 D-27 SYMBOL ------ 1· ·.· ... ] I I l2iL2Z_1_; 1 ; 1 l K\\SSS\1 11··,_:•.:,h 1111 ~-,-- --s -- -s-o-s- @1------- ©-o-----w---~ -w---1 - • I @I o-----3:J: [J IEll q q QUANTITY 134 LF 198 LF 292 LF 292 LF 5,288 SF 9,450 SF 1,491 SF 970 SF (PUB) 1650 SF (PVT) 640 SF 475 SF 1,200 SF 2 EA 3 EA 4J7 LF 2 EA 10 EA 10 EA 317 LF 1 EA 4 EA 1 EA 1 EA 1 EA 283 LF 454 LF J EA 2 EA 2 EA 2 EA 200 LF 3 EA 2 EA ELEVA11DN: 127.190' DATUM: NGVD 29 CITY, ST.: ----"C"'ARo,L"'S'°BA"'De,,-_;Ce:,AecLc!!.IF-"O'-"RNc,,l,eA ___ _ All STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD} UNLESS NOTED OTHERWI:£; ' CITY OF CARLSBAD STANDARD TELEPHONE: __ :..:l6e,Oc_-_,,9"'J-'-1-__,8;:_l_oc0.e_O ______ h,/I BY: RONALD L. HOLLOWA y ~ I~/ *' CARLSBAD MUIN/C/PAL WA T£R DISTRICT STANDARD ORA WING "* SDRSD AS MODIFIED BY Cl TY OF CARLSBAD "AS BU IL T" TOTAL DISTURBED AREA ---~3-~22~A~C~---- (THIS AREA INCLUDES BUT IS NOT UM/TED TO OFF- SIT£ WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCIION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, U11LITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWA YS) TOTAL REPLACED JMP£RVIOUS AREA -0.03 AC TOTAL PROPOSED IMPERVIOUS AREA -1.22 AC DA TE: __________ :,c:6c_--<.'7_:-l__c1 __ R.C.E. N0.: __ _.2"'92~7'-'1 _________ _ REGISTRA T/ON EXP/RAT/ON DA TE: ---"J'---"J'-1-_,1.L'1 __ 1L!W-{ P.E. -Z~Z'll EXP. 7-31-ZI REVIEWED BY: a.tr· 0 / // --------~ INSPECTOR /-3/-2e, DA1E DA1E bl-lA,lnc. 1----+----+-------------+----+---+----l----l LL] CITEJGIN~r,NG ~b~~~N~AD w land planning, civil engineering, surveying 5115 AVEN!DA ENCINAS SUITE 'l." CARLSBAD, CA. 92008-4387 (760) 931-8700 DATE . . -- ~N.~ARLSBAD FIRE DEPART~ 1-----+---1----------------11------+-----+---l------l ( ) .. ·-/·31-t.o RH , h\ AS Bl//L.75 NO. OF F.H. s _ ,.fLOW __ G.P. . UT OF_F.H.(S). f,....~"'::-1-/Z.f;;#';i,i-·· /2 t2.~.a~:P.~l/l:-'~i11C.H~f'f-~M,i.1iiW,~~==cw='d'i~JtM.=u:;-:;-·~=,.1s.'-',..::--:c~;:;,-l---+--+,,,, !2,,-,-,-lo+--n-o--l,.. BLDG. SPRINKLED YES/NO: .. · F W __ G.P.M. ~8~-.,_,/~:c_-'-'/'!;+=.i..!:::ll.S:;c'""'~~,.::cr.~~ .. ~~===-=..:::::=::..;.:::::.:~==-l-----+---l.<2/£./J:1.-I--L=<-l '" . s ::S:, t-. fl.t;l"(./lt!eMENT s~ . FIRE MA~~ ~ -~TE DA TE INITlAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MILES BUENA VISTA (ROBERT MILES SUBDIVISON) R0W2OltHX>t 0 TITLE SHEET PUD 14. 06 APPROVED:~✓, 'Jl,;t.ae--JA,ON ~;1/~~~~/ CITY ENGINEE~ RCE 63912 EXPIRES 9/30/18 ATE OWN BY: AV PROJECT NO. CHKD BY: -'~ RYWD BY: Vi: CT 14-04 . • DRAWING NO. DWG 496-6 ' . I □I jJ l> § 2 Gl 2 C: 3: to m lJ □ I 2 Gl 2 C: ~i to m lJ ~ lil_ ._~,. _,. ,,,,,.l; ... ., •r·~.\.>: ·~ilOl~-~-'"--1"··1 ·1J~-'"""".•l--"·7'-~ -t· :c;;:.":"~~ ... ~;:::::J:.h,< ;-~4'~'"'-·~?~~~~t::-~#~:;'-~~l:,i:~ ---~~~i'-';:!:•1-.... l::r-,;t~:~-;,:·~~~,,__.:.~~~-.-;,_..;~;; II l l ' i• ( t I ! I ' ' I ' j ' 1,1 ' ' I I ' . . I " ; i j ! • ' . . -~· 2' W,OE CURB OPENS AS SHOWN ON PLANS - BIQFIURA T/ON BASIN · PER OWG 496-efA PAD LOT UN£ I 60' PR/VAT£ STREIT EASEM£NT LOT 11 I • ·"'i-----35' ----· 17.5'-=·* 17.5'---I 25' I I I J4' VARIES 17' rr 1r-25• ' i-------.---~Caaaa--, 1---~=--l I I CITY OF CARLSBAD PROP£RTY 2: 1-6' W1D£ M£ANDERING PCC SIDEWALK. MAX 11' 11' . PROP. SIT LANDSCAPE PLANS FOR PRQP. 6" ,------..---1-~......... AC BERM COLOR/TEXTURE;, Df:SJGN SP£CIFICATIONS PCC CURB I AND SHALL 8£ TO THE SA T/SFACT/ON OF . -·· r'\ THE CITY [NG/NEER. \....J"-._12• STORM DRAIN PROPOSED 4• AC PVMT OVf.R 4• AB (ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY R-VALU£ T£ST, SEE STR££T NOT£ 1 ON COVER SHEET) .... . ... · · . ·.. TYPICAL SECTION . <::REST DRNE (PRIVATE STI?EE_T EASEMENT) ~LOT 11 NOT TO SCAL£ Tl= 4.5 R-VALUE = JO 6' FENCE. 5££ LANDSCAP£- PLANS FOR FOIC£ D£TAILS ie -Ii' FENCE. SEt LAND~CAPf '-...lr-----"------''--20'-----.i,; PLANS FOR FENCE DETAILS EXIST. R/W --·-· --4' MAX. HEIGHT R£TAINING WALL PER SDRSD C-2---•·· --iilil .LOT 4 ,189.$ P.£. JO' 3' 2' , --~i~:~ 12· 2% r· 2% 3' ---~ ;j PROPOSED ,i• AC PVl,IT OVER . --- 4• AB (ACTUAL STRUCTURAL S£C110N TO BE DETERMINED BY R-VALU£ Tl::ST, ~E STR(£T NOT£ 1 ON owe 4~~-9 covm SHfET) ---· TYPICAL SECTION PRIVATE DRIVEWAY LOTS NOT TO SCALf JO' 14' 16' fXIST. R/W · 4' MAX. HEIGHT RET AlNING WALL PER SDRSD C-2 LOT 6 190 P.£. VARl£S 4.5' ,.-a.,--' ii' W,DE MEAN/)£R/NG PCC .': .. 1.·-_1•4····. -.·· ·.·.4. J._.5_'. -. , ::s;iR:....in2=%=:::r-< f~~~:i~i;~B' k" _ L __ I = , SHALL Bf ro 11-1£ SA 11sr ACTION fr;,t::7 £,Z: · 1--~i°iiERMOF TH£ CITY ENGINEER. -:~:::._::-~ :-- . -. AC PVl,/T SAWCUT AND· JOIN EXISTING SA WQUT 4< R£Pl,ACE W,TH 3" AC PA VF:MENT OVER 7.5" CL JI AB. (ACIUAL DEPTH TO 8£ D[7rR!,fJNf[) BY R-VA~UE TEST, S££ STR££T NOT£ 1 ON COVER SHEET) -0 40 21 , ·o+4o J--+--.,.....-i----,--+----,--'-'"-r·c.;;_•l+' -,---+21 0 0+00 TYPICAL SECTION BUENA VISTA WAY PROP. R W NOT TO SCALE JO' 10· EXIST. EXIST. 20' 60' JO' 20' to' 5' EXIST. R/W PROP. cuRlc BERM lfjw--12·----j &: GUTTER 2% --11 '---~ .,. ~ --~--. 2% PRQPQS£D 5' - NON-CONT/i;UOUS --. ., :)i::. \,.~-J:-r f~"';Z-f~rT .z-f .Z: EXIST. CURB .\L SIDEWALK -iz S£f LANDSCAPE PLANS FOR DETAILS· SAWCUT t RfPLACE W,TH 4' AC PAVEMENT OVER 7.5" CL II AB. (AC7lJAL DEPTH TO BE DETERMINED BY R-VALU£ T£ST, SE£ STRITT NOT£ 1 ON COVER SHE£7) PROP. R/W 10' VARIES . EXISTING SAWCUT AND JOIN [XIS11NG AC PVMT TYPICAL SECTION MCCAULEY LANE NOT TO SCAL£ ....• , VARIES VARIES' VARIES' ----- VAR/£S ::2 · 2l £XISTING 5' 10' WIDE S/DfWALK EXIST. R/W 20 - 19 - 18 bliA,lnc. . ,, KEY MAP 40• 20' o· 40' I 80' 120' I -0 21 . l 20 19 ~ SCALE: 1" ~ 40' 40 0+00 0+40 ' ' ---+ --___ j.__ ---- : ----- ___ : _ ! /', PROP. SEWER . r ._ n . _· _ ' '~ ___ -:-PROB. STORM-DRAIN.--·'-____ i----·----· ' ------l, ----------•--i - STA. 6+90.00 BUENA v1STA RONALD L. SCAL£: 1=20' HORZ 1"=8' VERT 214 212 210 208 206 204 202 200 188 186 184 182 180 178 176 land planning, cM englneenng, sUM!\llng ~ HOLLOWAY j NO. 29271 $AWCUT &: REPLACE Y,!TH 4• AC PAV£M£NT- 0V£R 7.5• CL JI AB. (ACTUAL DEPTH TO B£ OETERIJ/NEO BY R-VALUE TEST, SEE STREET NOT£ 1 ON co~ Sl-l~Et) CUL-DE-SAC SECTION MCCAULEY LANE NOT TO SCALE . ' -~' ' , ... --~----------- 5115 A VENIDA ENCINAS SUITE "L" , CARLSBAD, CA. 92008-4387 (760) 931-8700 RCE 29271 l'IVl\. DATE NOT£: FDR GRADING PLAN DESIGN SEE' DWG NO. 496-6A ..,...w'<~jj, ~ 1 l (j) 0 (}) © ® @ (j) -0-40 0+00 0+40 21lJ-+---,,---·.,..--·~--~.,...-·~.,..-~---.,.----i---,---,--210 20 19 - 18 --~------1--------i ---------1------' ------~---------' - -l ' ··-·-,-PROP.f STORM DRAIN:----+--------,------------; ; I ' • -------------:--------+----------' -_______ i ------- ' ' ' ' STA. 7+70.(J{JBUENA l'ISTA SCAL£: 1=20' HOFIZ 1"=8' VER' 1·3/·2" RI-I B\ /IS su1,:r.< DATE INITIAL -·- 208 206 188 186 184 182 180 178 176 ENGINEER Of WORK REVISION DESCRIPTION ABBREVIATIONS AC BC BVC BW C&:G CB CDS CL co CR DC EC EP EVC FFC FF FL FG GB HP ASPHALT CONCR£T£ BEGIN CURVE BEGIN VERnCAL CURVE BOTTOM OF WALL CURB AND GUTTER CATCH BASIN CUL-D£-SAC CENTERLINE CLEANOUT CURB RETURN DEPRESSfD CURB END CURVE EDGE OF PAVEM£NT OID VERTICAL CURVE FRONT FACE OF CURB FINISHED FLOOR FLOWLINE FINISHED GRADE GRADE BREAK HIGH POINT IE LT MH NTS PCC PE PRC RCP RT RW sea ss SG SD SDRSD SW T8 TC TF TW INVERT £L,VA TION LfFT MANHOLE NOT TO SULE POINT OF CQMPOUND CURVE PAD ELEVATION POINT OF ~EVERS£ CURVE REINFORCED CONCR£TE PIPE RIGHT RIGHT-OF-WAY SANITARY S£W£R CL£ANOUT SANITARY SEWER SUB GRAD: STORM DRtllN SAN DIEGv AREA REGIONAL STANDARD DRAWING SIDEWALK TOP OF BfRM TOP OF CURB TOP OF FOOTING TOP OF w.lLL eASEMENT DESCAPTIONS -G£N£RAL UTILITY AND ACCESS EASEMENT (WIDTH VARIES) AS SHOWN ON FM 14-04. -25.00' WIDE PUBLIC WATER EASEMENT TO THE CARLSBAD MUNICIPAL WATER DISIF?ICT AS SHOWN ON FM 14-04. -PUBLIC STR££T AND PUBLIC UTILITY £ASEM£NT H£R£0N (WIDTH VARIES) AS SHCWN ON FM 14-04. -30.00' WIDE PUBLIC STREET AND PUBLIC UTILITY EASEMENT AS SHOWN ON FM 4-04. 10.00' WIDE COVENANT OF PR/VA TE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 5 AND c AS SHOWN ON FM 14-04. 5.oo· WIDE COVENANT or PR/VA TE DRAINAGE EASEMENT FOR THE 8£N£FIT OF LOTS 10 AS SROWN ON FM 14-04. -C£NT£RLINE OF SAN Dl£GO GAS AND ELECTRIC EAS£MENT R£CORDED ON JANUAPY 21, 1937 IN BOOK 617, PAG£ 78 OF OFFICIAL R£CORDS. (NO WIDTH ON RECORD). -0 40 21 - 20 19 __ J __ _ ! 0+00 o+ ,io -----210 208 2)6 · --~ 204 "' . .._ <::,. . 2)2 "' "' ··g ~· 200 ·$! iE .. ·1,8 - - -' ! I : ' j ' --~ --y, -TX/ST. SE.WER--. - I ! ' 1 ..... ! . I. -. ' STA. 5+ 50.00 McCAULEY LANE SCALE: 1=20' HORZ 1"=8' VERT ll6 1 J4 H2 · · 190 138 136 · 134 ·- 132 -0-60 0+00 0+60 21n+--+------+-----+---,-+----f----+-'-210 --------' -----~ ------~ ------------_J -----+--------' -----208 20 19 - DATE ,;,,: ;a,: --,,, .. -P-· lu .... --!~ ..... , . , .. ---206 --~ ~~~~-~-· § --·---:~---~ 204 ---~ ~-~ gg __ , ---~--b ~ ---&3 -------~f-:-------·'"·---t~> Z ----202 C::, ..._ ..._ ..._ Q:: -I !,C) I Cl) ..._ ·~; ·~ ~~ . 1 1s;;; ~ ....... • .. 1.1. 1s:. 200 ~~ 1-oqi ~f! :: 1.1Bil, -·;; ,~. tj !\J :_i ~-~ Si ~--::: INITIAL DATE 194 .. -: - -192 ---190 ----' ------' ----· -i----i-------+------1------, 188 186 INITIAL ' ' i STA. 6+47.11 McCAULEY LANE SCALE: 1=20' HORZ 1"=8' VERT "AS BUILT" '\). \WQ./ 1-31 •'2.o P.E. "Z~'Z.11 EXP. 3.,,. 2, DATE REVIE~ c:/,t1' ,z.[~['b> INSPECTOR DATE IT:] CITY OF CARLSBAD I SH5TS I . ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: MILES BUENA VISTA (ROBERT MILES SUBDIYISON) t<OWtt>t,-0019 KEYMAP & STREET SECTIONS PUD 14-Q6 APPROVED:// I '11.~ JASON s1z,~fiT £~ ..... 1·•·_-·-______ _l_ CITY ENGINElifl RCE: 63912 EXPIRES 9/30/18 bATE OWN BY: AV PROJECT NO. DRAWING NO. CHKD BY: SC. CT 14--04 DWG 496-6 OTHER APPROVAL ClTY APPROVAL RVWD BY: -~Jo(; .. ' ~ ~ -2 (j) 2 C s: III m J] ; Cl I 2 GI 2 C s: III m ' JJ i 091217 I I ·----i--j-------\ --r -,----,· -, l J_ ------!--- ! ' f-- ' ' . -j- ' ,· :: ,~., - Oi -. d -~ 5+00 MQ,NDERING , $/[)£WALK tDRIVEWA Y DETAIL LOTS I & 2 NOT TO SCALE f':': \C:i,;i/ 30\1?89 -Mifes\DWG\!MP\ 1./89-lMP 03-C(;2,dwg Aug 19, ?019 -?..56pm l• . • 'J ___ ---- ' -.. ':iii~ . ;, ....... _..,..._ ~ _, .............. ," ' -----~r---------- ! i __ .. [ __ +--r---j----1 --r·---r -1-------'----- _i__. ! ' I --f-----:--I __ _ --i.---- ' ' ,--~----:--- 1-----+-----+-~-_ _J -t---~ --1,---t---!-----~------, --' -- : ! I c---+-1-----+-c---+---l-!--_j__ ------T---- ~----! L ____ : J_ ___ -L. .. i ' ' 6+00 7+00 ------ 8+00 ~ t .· .· ( L.;_1-,rtJ I"• I~ 1: / j I I I I '"'" .,.,, ,,,. J,1a I 1~:,, I 1 1 ~,' __ ! 1 ,/ - I +00. 00 CREST DRIVE ' 1 I -t"':'-1 -cqNN_EC[ ~o Ex1sr. WATER 11 j/ \ , I ~ 1 I / / / ~~;;~x~ I=2•M~~--I)( , ,,,:,JJ ' 1/:-~, • ~ ___ • / / 1 1 / -/,? ~+JI ~ )~ I / I / -~~--~·-, ~, -~ ~ ----•·> -~ _/ '-· / ./ EX!(]T.rl t I; -.• r~_., __ I JP I' I 1' : ;· / ~~Uit"R,_: ~;'H N-0 -,---'"--HYD .,.., _/ ,I / ,-' / / / / · ]!co''l~i/!}i_oo~ ! · ~?--_ -~/// (~----_ --_" __ ·_/ __ 1 .l,' ,' I///. // / .! / //; _/ _ -, I i ' ' t 0 NO. 1 □ NO. 1 2 3 I ~----+-- 1 I ' ' ' -_I ________ - I ,---,- ----+ ---i -+--1----' ' -:--:------j- ' r ' ; i -------7--------------i-------:- ---L- ----,-,_ ! -------"----L CENTERLINE DATA TABLE LENGTH BEARING-DELTA RADIUS REMARKS 300.01' N54'40'56"E - CURB DATA TABLE (PUBLIC) LENGTH BEARING-DELTA RADIUS REMARKS 23.89' N81'28'03"E -6' AC BERM TYPE A PER G-05 21.91' N54'40'56"E -6" AC BERM TYPE A PER G-05 86.61' N54'40'56"E -6" AC BERM TYPE A PER G-05 ---------1:-----·l 4-----1-- 1 ' -,--.L .. ' ------___ \_ i --_______ J __ ' ___ _l _ ! ' i : ---l --+-+-~ I I •"-.~-,_·___ ~tf._-.--_._· __ -_ --.----\~' _--__ /· _ _ v B+52.41~2.47LT 1 I j;; / . ~X(ST. ,nf'f f ~4, c,o I ,' I ! ' / ,lJI50.311 1 1 : .' / i . 1 ! • ! 4 57.70' N54'40'56"E -6" AC BERM TYPE A PER G-05 ; ,r __ -., _-_-' . . _:._·:;. : :· . ;~: -. . ',· -. . . . _..)---'-' ~~~·~-1,.~--=c::.·.1=~-!-~--1-:-:;-~-·~~--~-:-:-~-~~=-~,¢:-~==·:-~-~·1,::::•-:·-~=·~-=-~'~-==·=-=·~4P.'-~~--~--~---l,:-·1:·_:::_--=·'-'~-:-' ~--::~~_;~=~-:,1-~~-"-$1 ):1::~~~~jt:1~~--~---~=-~--~~1 --~ -.----:fv:5!'~-. . .·.· . -' . ' I t ''Ir ~··~·-' ~·+.:~1l-/r§o1,r~-;-~: ~~-~t--~~1 :c3:cl-~--,!;~-..,..,'-...... -""_.;.-c'. ... __ -~-:c➔t-= __ :_=_=_-c:.;.=+1-'rs-□--G "':fi.',i'= __ ... __;-it.;.--_ ... ;~'1--;;""i~~M:ON-;:-,FOL~-~l,TH;i~4;f~~➔F-;_:;_ -:-~'~-~-',-~-9-rt.2:ri·~·E~-;i-,E,li~-~LJ1 t· 1"-n~nn=rri=nl '-l--i?tti-4 ~ ;~JP ~i~J/1; I I I ' I ft • _/lQcQJ_ f ~-.~ • /9,J. ~ L TH/S $HEf ' • I ' / 1 ' N_ -._4.?,57(.. /-k" , ' •, l \ ', I I r ~ '+ . II 1:j • -~+'-.~;~~--~i::;::~b~*~j;;:{;~~~~~~~~~~rl~~~~;~~i~~~~~¥lt~t:;.~~i~ LOT LOT2 -- --..... .,_,..;d 6' WIDE MEANDER/NC PCC SIDEWALK. SEE LANDSCAPE PLANS FOR COLOR/Tr:XTURE, DESIGN SPECIF/CA T!ONS. ,.. _,20' .. ~ 40' ---------- SCALE: 1" ~ 20' ! l ' bliAlnc. land planning, clvll engineering, surveying 5115 A VENIDA ENCINAS SU!TE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 ~\~ RONALD L. HOLLOWk RC£ 29277 ~'ll)tESSI RONALD HOLLOlrA NO. 29271 l1VU. DATE i j I• If VERIFY EXISTING UTILITY LOCA nONS & ELEVA nON PRIOR TO CONSTRUCTION I I ' . ' i I I ' ' I ENGINEER OF WORK 0 SEWER DATA TABLE(PUBUC) NO. LENGTH BEARING-DELTA RADIUS REMARKS 1 119.04' N54'30'05"E -8" PVC SDR35 0 STORM DRAIN DATA TABLE (PUBLIC) NO. LENGTH BEARING-DELTA RADIUS REMARKS 1 259.51' N54'40'56"E -18" RCP 2 23.29' N22'18'46"E -18" RCP CONSTRUCTION NOTES: 1. WATER/SEWER LATERAL, FIRE HYDRANT, AND DRIVEWAY STATIONS REFER TO LOCATION PERPENDICULAR TO THE CENTERLINE ALIGNMENT 2. SEE DWG 496-6A FOR STORM DRAIN LATERALS FROM BIO-BASIN TO STORM DRAIN MAIN. 11 AS BUILT" L¼Jk EXP. 3•3 I-!. INSPECTOR IMPROVEMENT PLANS FOR: DATE DATE MILES BUENA VISTA (ROBERT MILES SUBDl~ISION) R0W2076-0019 __ PUO _14-J16 ADA RAMP REVISIONS, REPLACEMENT SHEET APPROVE~ (1 ___,v( JASON S. ~,~; g~8E;NGINEEifRCI G3~1'trnf~s ---DA-::: _ RELOCATED LOT 3 SEWER LATERAL REVISION DESCRIPnON · DWN BY: tr: PROJECT NO. ;DA TE INITIAL DA TE INITIAL --1----~--t--~----1 CHKD BY: ► CT 14-04 RVWD BY: OTHER APPROVAL CITY APPROVAL I DRAWING NO. DWG 496-6 I -, 'j , '11 I / j!I ' i) 1 1 I •• ,-,' I 1--- I :1 I ' ' - ~ 0 ... ,en CJ lJ ~ 2 G'l 2 C s: [D m ' lJ CJ ' ,, lJ ' i 2 C) 2 C s: [D m lJ j / ' C, lJ );:, i~ . 2 a c, ,. 2 co C 0) • s: 0) [D m lJ l I r -r i f-- I --+-T ----i ' - - i 1 -----,- ---+-+- 'er"#) ------------------· ·_--:,_ - - -___ ,,. ~-. /J.5 -----1· ,---, i ---~----'_ _ _.!_ I ------------,-- --T---- 1 , I I "-+ __ .;__ __ i__ 2+00 3+00 4+00 5+00 6+00 1+00.00 CREST DRIVE CONNECT TO £XIST. WA TERLIN 6' WIDE MEANDERING Pee SIDEWALK. SEE LANDSCAPE PLANS FOR COLOR/TEXTURE, DESIGN SPEC/FICA noNS. ------:::_---:::_-:__:=_=== _c8"x8"x8" TEE ___ \ -. ~ i:::i::;;:·~~;~;;;;:_R~~\,,,. Ir/>; _dlii -.----' " /U:~~-~s~a;:~.-~·•~ ·~k~.~ . s=~f'!tJCWATEl' ;~;i~t-J~~~--e.~_t __ :~.-.:-~s.-~lw~•N.::1faf.·;.L.·~.•.-.. 1~s-so.-.•. 7?.-_.l.~-.•• .. · ~":~J'i$f~'~,"2 .. 'Rf:,ff~~=~Xt::::-...~➔!~f~'--:S. -~ . .. :~ "~-' i-:t-=:'~ · s ----S t ·~ ~ s -. · =-= s VS· SEWER MH NO. (>1"___ _ _____.----~cz \ ) ,tre>s~t ---- -\ 1 '1 .\aL -. _J llw-14, I~~-~,-~~ j tr PL VERIFY EXISnNG unuTY LOCA nONS & ELEVA noN PRIOR TO CONSTRucnON l l ... ·· 1111 . /1, H . •.-. -,1 ; '-;;__ ·----c=-~c==:-_\J _/_ , /" '< , c:,• ~ o, ~ c:, c:, - .''/ ·1'.•,,... :i---1-H1·r~ -"' -,,--_r_, ~ -..,_ ..... -r-..."' -c-i:g-o:, t:i "'1o "' -i , r ~ ~ '7 -/,!~-~ ' 0) /l::' "--. -"f--~ I'<"')-. ~ 0) --.I P::-, --(5 _1411'',cc/cc -/ ... ·.I 11 !-\ .., . N "' ~ c; .... :'.S ct '< ":i , "' !l: "' -~ 1 __ -0) .· · 1! I I . ~ d 0) ;: ">I ;: \..J '\ ':;: ~ ~ !l:j-I ~ ~ ';' ~-· ,1: ~ 1". -,._\ ~ ll:/_-' .... . · \ J II 1· i ~ ~ ~ ~ "' "'. ';:' <->· • t ~ I -~ i:g r"' <-> ct bl • -~ ~ . ct ~ 't.-. ~ 11 • ··1· -' ,I 111:l \C;\t -----;!: 8i st-', ~ "'~ I "' ~\)-y' -\ ~ ;;j LOT 4 " -- ' . -.1'1 .. _·. . . ' . ----, r-C ~ -----'"• • I ,:-· , , • "' 8i -() ~ i / \ - -.. -.-,, ,, " I II ,-----'-~~'-----'--"---------=-=--==---==---===;:-, - - - ---. -LOT ! '£ ' / EN;ANCED p~ VEMENT. SEE -/ 'a: ~ □ CURB DATA TABLE i B-UENA VISTA WA y -LANDSCAPE PLANS FOR ~ i:g ' ' NO. j LENGTH i BEARING-DELTA !RADIUS, REMARKS 1 47.33' 90•23• 43" 30.00' 6" AC BER TYPE A PER G-05 __ _ _ , PUBLIC 2 19.96' ' --~ ------__ J 3 35.65' 4 10.45' 5 6.38' S34"55'21"E S34"55'21"E S34"55'21 "E S34"55'21"E 6 PCC CURB PER G~01 PRIVAlf 6" POC ~~~ lt G~Ot --- SEE SHEET 3 TEXTURE/DETAILS ~ :. ~ CREST DRIVE ~~ PRIVATE STREET 20· 10' 0 SEWER DATA TABLE(PRIVATE) o· 6 43,98' 90'00'00" 7 7.00' N55"04'39"E 28.00' NO. LENGTH, BEARING-DELTA RADIUS 317.78'. REMARKS S34'55'21 "E , 8" PVC SDR35 ---- <> WATERLINE DATA TABLE (PUBLIC) bJ.iA,lnc. 20' SCALE: 1" = 20' ---I--------------_, --land planning, cMI engineering, surveying 8 7.00' i N55"04'39"E NO. LENGTH 0 STORM DRAIN DATA TABLE (PRIVATE) 1 316.85' K. \Civil 3D\1289 -Miles\DWG\iMP\ 1289-!MP 04-CC2.dw9 Aug 19, 2019 -3:03pm -·---~!_ BEARING-DELTA RADIUS S34"55'21 "E -s· REMARKS DR18 PVC 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD. CA. 92008-4387 (760) 931-8700 RONALD LHOLL :4 RC£ 29271 40' 60' tESSI RONALD L. /?J HOLLOWAY !/I NO. 29271 CJvt\. B-2-0-19 DATE LOT7 ---------- ; ii; '· / :I/ I / ':J: - I' Ii "'-0c:-::!-, ~-1 •-::::: -~-- I ... >, ,, ~;/ (/ i ----------1( II II II Ii / ------II LOTS CONSTRUCTION NOTES: 1. WATER/SEWER LATERAL, FIRE HYDRANT, AND DRIVEWAY STATIONS REFER TO LOCATION PERPENDICULAR TO THE CENTERUNE AUGNMENT 2. SEE DWG 496-6A FOR STORM DRAIN LATERALS FROM BIO-BASIN TO STORM DRAIN MAIN. II II II ,1\ ! A· 3' 8' 11· 8' 3' 6" PCC .. CURB DRIVEWAY DETAIL LOTS 3, 4, & , NOT TO SCAU "AS BUILT" µ._\Wy; /-3/• Zo DATE -z,/3/~ INSPECTOR DATE t----+--i-----------t---+----+--+---11 SH4EETI CITY OF CARLS3AD ~- ~=~===EN;;;;G:;;;IN;;;;E:;E;;;Rl;;;N;;;;G;;;;D;;;;E_;:PA=--R;;;;TM::;;_;;;;E~;;;;T==!a!L_Q_J=--=-~ AS' /3__'-// t.:r_.$ 8/19 1 __ MEANDERING WALK REVISIONS, TRANSFORMER & 8 e., I -roe. __ _RETAININ_(; WA_ll,ADDITIONS, REPLACEMENT fil!EEJ _ 5 14 1 Rf_LOCA 1£[) LOT _3_SEWER LATERAL DAlE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL ' ' IMPROVEMENT PLANS FOR: MILES BUENA \JISTA (ROBERT MILES SUBDIVSION) R{)W2016~0019 PUD 14~06 ------------------------- A!PROV~ J~SON S. "ELQERT = B,W,b9 CITY ENGINEER RCE 63912 EXPIRES 30 18 DATE DWN BY: -61---: CHKD BY: -\7; -- RVWD BY: I PROJECT NO. ---1 _ CT 14-04 , DRAWING NO. DWG 496-6 , ' I ' I ' i l. □ JJ l> :§: 2 Gl 2 C s: cc m :IJ □ JJ ~ 2 Gl 2 C s: cc ~ □ JJ l> :§: 2 Gl 2 C s: cc m JJ I ~~------\ ~r\'n9 ' \ T i I ' I_, i I ' i.i f i I ' I ' ,, I i j j ! ' 1 i ' i W)-- i(; \ Civil JD\! 2d9 -·-· • ...:__L._,_::_r__, ,_ -' _-_-_,_:_if~ . ··-•""''"'•' ~ •~.---'--~ --·-·~--; _____ ;'C--<'.,.a,. .1Nltl' ,,., 1505 -___ .Y>'':C----' 'ii ' ,I ' 1' '_,',1 -. _I I ·-' i l r ., McCAULEY LANE I ' ,', 20· _19· _o· 60' l- SCALE: 1" -20' LOTS bl-tA,lnc. land planning, cM englneerlng, surveying 5115 A VENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 RC£ 29271 DAT£ 0 NO. 1 □ NO. 1 2 3 4 5 6 7 LENGTH 547.11' LENGTH 27.35' 40.93' 5.76' 23.26' 23.84' 9.62' 30.75' CENI'ERLINEDATA TABLE BEARING-DELTA RADIUS REMARKS N55"56'l1"E "' c:s I c.., c.., "' ~ ~ <'.S 8: 8: -es• · tli• 0: 0: tij r1 __ J ------- L_ ' I ' ' l i I '---• --, ' - -1---I _____ !---!--- • 6" CUW & GUTTF:R CURB DATA TABLE (PUBLIC) BEARING-DEL TA RAD:us REMARKS N37"3O'O5•E 6" AC BERM TYPE A PER G-05 - N55"56'11"E 6" CURB & GUTTER PER G-02 .. . ., _--• . ~ 1 . SJD(WAll< " -R/W N55"56'11"-E: 6" CURB & GUTTER PER G-02 J' 8' 8' J' 44'24'55" 30.00' 6" CURB & GUTTER PER G-02 34"08'58" 40.00' 6" CURB & GUTTER PER G-02 DRIVEWAY DETAIL 13'46'49" 40.00' 43·11'13" 40.00' 6" CURB & GUTTER PER G-02 6" CURB & GUTTER PER G-02 CQNSTR11cnoN NOTE: WATER/SEWER LATERAL, FIRE HYDRANT, AND DRIVEWAY STATIONS REFER TO LOCATION PERPENDICULAR TO THE CENTERLINE OR CUL-DE-SAC (CDS) ALIGNMENT LOTS 8, 9, & 10. NOT TO SCALE "AS BUILT" '1L~ P.E. Z~-z.11 INSPECTOR DATE DATE 1----l--+-----------------4-~---------r---. I SH5EET I C lTY OF CARLSBAD ~ ENGINEERING DEPARTMEN' ~ ~IMP=R=O=VEM~E::NT::::::P:::LANS=::::_=_;FO=R:======::'._'.===j --MILES BUENA V1 STA (ROBERT MILES SUBDIVISION) l-------l--+--------------,--,-,1-,-,, ft.Ol,1/:ZO/<, ,C.,l<i! PUD 14-06 /15 • 8t//CT5 DATE INITIAL ENGINEER OF WORK REVSION DESCRIPTION APPROVED: fL 1 111 1 I~ JASON s_)/¥;LDERT ~.. J''il~,1,u~ t;/(~[Zf)J;1:_ CITY ENGINEER RCE 63912 EXPIRES 9/30/18 1 'DATE DWN BY: A'L___ I DA TE INITIAL DA TE i ~NITIAL i -CHKD 'BY: -~' i--aO-TH-ER-AP~PR-OV_AL_o"C_i_TY-A::-:PP:--:R:--:0-VAL-,-RVWD BY: :,_ (,( PROJECT NO. CT 14-04 DRAWING NO. DWG 496-6 ' I I . ! I ' l ,.i,;.,,~-'· ~---'· ~, • .,:i!. i -------- ----I ' ~-i I I I I I I I I I , - • 0 ~ ~ 2 G'l 2 C 3:: OJ m '.l'J 0 ~ 2 lil 2 i OJ ~- 0 '.l'J § 2 lil 2 C s: OJ m :0 ' , I J /