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HomeMy WebLinkAboutDWG 536-7; SDP 2020-0005; CHILDREN'S PARADISE PRESCHOOL - 3375 MARRON ROAD; 01-04JN/TK2/15/2023SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. INDEX OF SHEETS GENERAL NOTES STREET NOTES 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM SHEET 1 -TITLE SHEET WORK TO BE DONE 1. THIS PLAN SUPERSfDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTfR "R" VALUE TRAmc CONTROL DEVICES (LA TEST VERSION), THE CAL TRANS STANDARD PLANS AND SPEC/FICA TIONS SHEET 2 -DRIVEWAY OPENING/PLAN SHEET OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SfT OF PLANS. TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE (LATEST VERSION), THESE: PLANS AND THE SPECIAL PROVISIONS. SHEET .3 -SIGHT DISTANCE/TURNING RADIUS THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED ?. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE J. ALL SIGNING AND STRIPING IS SUBJfCT TO THE APPROVAL OF THE CITY ENGINEER OR HIS RfPRESENTA TIVE, SHEET 4 -SIGNING &: STRIPING PLAN BY THE CITY ENGINEER. CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY SOIL MECHANICS, ON THE PRE PARED BASEMENT SOIL. THE "R" VALUE TESTS STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTE:D TO THE PRIOR TO INSTALLATION. ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) 1. CARLSBAD MUNICIPAL CODE PERTAIN TO THIS PROJfCT. THE ENGINEER IN RESPONSIBLE: CHARGE: SHALL 4. ANY DEV/A TION FROM THESE: SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER OR LEGAL DESCRIPTION REVISE THESE PLANS WHEN NON-CONFORMANCE: IS DISCO\/fRED. CITY WORKING DA 'rS BEFORE THE WORK BEGINS. HIS REPRESENTATIVE PRIOR TO ANY CHANGE: IN THE FIELD. LOT 7, MAP No. 16038 2. CITY OF CARLSBAD ENGINEERING STANDARDS ~-CITY APPROVAL OF PLANS DOCS NOT RELIEVE THE DEVELOPER OR ENGINEER-2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE: PLANS, UNDERGROUND APN: 167-040-49-00 J. THIS SET OF PLANS CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 5. ALL STRIPING SHALL BE REF1£CTIVE PER CAL TRANS SPEC/FICA TIONS. STRIPING SHALL BE REPAINTED TWO OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND "AS-BU/Lt PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE WEEKS AFTER THE INITIAL PAINTING. 4. RESOLUTION NO. 7440 DA TED MARCH 2, 2022 OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. BE PROMP7l Y SUBMITTE:D TO THE CITY fNGINEER FOR APPROVAL. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLfD PRIOR TO 6. ALL PERMANENT SIGNAGE SHALL BE REFLfCTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV REFERENCE DRAWINGS 5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY CONSTRUCTION OF CURBS, CROSS GUTTE:RS OR SURFACING OF STREETS. PRISMATIC REFLECTIVE SHITTING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE: SPECIFIED. R1-1 CDC DWG. No. 484-5(A) BOOK). WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED "STOP", R1-2 "YlfLD", R2-1 "SPEED LIM/1 AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC SOILS REPORT AND RECOMMENDATIONS BY SMS GEOTECHNICAL SOLUTIONS, INC. CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 6. AN ADDITIONAL INSURED ON THE PERM/ TTE:E'S POLICY IN THE MINIMUM AMOUNT WITHIN TWfNTY FEET OF BUILDING OR STREET AREAS AND REPLACfD WITH TOPOGRAPHY SOURCE PROJfCT No. Gl-19-11-155 DA TED 01Z29/2020 OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A PROJECT DESIGN CONSULTANTS COMPANY WRITING THE POLICY MUST HAVE A RATING OF "d-" QB Bim:li WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED AND A SIZE CATEGORY OF CLASS VII OR BETTE:R AS ESTABLISHED BY "BES1Et KEY 500' PERIMETER OF THE CONSTRUCTION PROJfCT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A 701 B STREET. SUITE 800 BY THE CITY OF CARLSBAD STANDARDS. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TI7l£ 24, MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. SAN DIEGO, CA. 92101 RA TING GUIDE. CALIFORNIA ADMIN/STRA TIVE CODE. ~196 235-6471 8. CALIFORNIA 20ASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS 5. NO WORK SHALL BE COMMENCfD UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD B. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS OP SOURCE ME11-IOD: AERIAL SURVEY DATED N A THE CITY AND OTHER APPROPRIATE AGfNC/ES. LANDSCAPE MANUAL. REPRESENTATIVE PRIOR TO INSTALLATION. TOPO SOURCE DATE: MARCH 28, 2014 STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG AND ASSOCIATES 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED TOPOGRAPHY SHOWN ON THESE: PLANS WAS GfNERATED BY 9. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE UM/TS 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGfNDS BY DATED 06/24/2022 WDID NO. 9 37C.399170 IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE OF WORK OF THIS PLAN PER SDRS DWG M19. GEODETIC LAND SURVEY METHODS FROM INFORMATION IMPROVEMENT AGREEMENT. GRINDING. DEBRIS SHALL BE PROMP7l Y REMOVED BY THE CONTRACTOR. GATHERED ON MARCH 28, 2014. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTE:N APPROVAL 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK 10. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS. 10. STORM WAJw, :?cY#ITY MANAGEMENT PLAN PRfPARED BY CHANG AND ASSOC/A TES SHALL BE REESTABLISHED, PERPEWA TED, AND DOCUMENTED PER THE DA TED 11_1_1/. . OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE PROFESSIONAL LAND SURVEYORS ACT. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL BE HIGH VISIBILITY TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY 'CONTINENTAL STY!.£ AND SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE: SPECIFIED. MAP ACCURACY STANDARDS. B. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING CONTINENTAL 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK SIGNED BY THE CITY ENGINEER. ENGINEERING INSPECTOR. CROSSWALK MARKINGS SHALL BE PARALLEL TO THE DIRECTION OF VEHICULAR TRAVEL. AND CALTRANS CONSTRUCTION SITE BMP MANUAL. 9. 1HE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN 12. ALL CROSSWALKS. LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGfNDS, INCLUDING BIKE BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCfPTANCE OF 1HE WORK BY THE (100 WA TT) HIGH EmCIENCY INDUCTION LIGHTS. LANE LfGENDS AND ARROWS, SHALL BE THERMOPLASTIC UNLfSS 01HERWISE SPECIFIED. PREFORMED CITY. THERMOPLASTIC ARROWS AND LEGfNDS SHALL NOT BE ACCEPTABLE. LEGEND 10. ACCfSS FOR FIRE AND OTHER EMERGfNCY VEHICLES SHALL BE MAINTAINED TO SEWER NOTES THE PROJfCT SITE AT ALL TIMES DURING CONSTRUCTION. 13. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZE FOUND IN THE CALIFORNIA MANUAL 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: 1. SfWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE: Wl1H ON UNIFORM TRAFFIC CONTROL DEVICES, UNLESS OTHERWISE SPECIFIED. DESCRIPTION DWG. NO. SYMBOL QUANTITY THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1-(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION GfNERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE: PER SAN DIEGO CURVES, SHALL BE SUBMITTE:D BY A PROFESSIONAL ENGINEER OF THE STA TE OF LINES AND APPURTENANCES, AND VOLUME .3 -STANDARD DRAWINGS AND NOTES REGIONAL STANDARD DRAWING M-45. PROJfCT ADDRESS PROP. PCC DRIVEWAY (24') SDRSD G-14B 1"::'·c.:;·,<<<r 1 EA. CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS AND 1HE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST 3375 MARRON ROAD ~-.. ,,".:.';Cc .. :.';C· •. •.,: ,._ ., .. ··-. _'• MECHANICS. THE SOILS REPORT WILL BE SUBMITTE:D TO THE CITY ENGINEERING EDITION (GREEN BOOK). 15. WHEN A SIGN IS ATTACHED TO A POLE:, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD CARLSBAD, CA 92009 PROP. SAWCUT, R & R ---30 LF INSPECTOR Wl1HIN TWO WORKING DA 'rS OF COMPLfTION OF FIELD TESTS. THE APPROVED MOUNTING BRACKET Wl1H STRAPS .. lffllll//lllllll WRITTE:N FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTE:D TO 2. BEFORE ANY CONNECTION TO THE Cl TYS EXISTING SYSTEM, A PERMIT (SEE AC PAVEMENT JOINT DETAIL SHEET 2) THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED 16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY 1HE CONTRACTOR TO 1HE CITY OF PROP. STOP SIGN, TYPE R1-1 SDRSD G-14B • 1 EA. 2. A PRFCnNSJRllC.llQtJ. M£Ell/J/.G. S/:l.~11 B£ /:l£J Cl ~I 1HF SHE eBJ.QB. m 1HF BY THE CITY ENGINEER AND SUPERINTENDENT. CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. EXIST. 12" PVC WATER MAIN ----w----BEGINNING OF WORK AND SHALL BE A TTE:NDED BY ALL REPRESfNTA TIVES J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY 1HE CONTRACTOR DEVELOPER EXIST. FIRE SERVICE ----FS----OF WAY PERMIT SHALL BE REQUIRED. RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL EXCEPT THOSE: SIGNS SPECIF/CALLY SHOWN AS AS EXISTING TO BE RELOCATED OR TO REMAIN. NAME: EL SAL TO FALLS, LLC EXIST. IRRIGATION SERVICE ----IR----OTHER ASPECTS OF 1HE WORK. THE CONTRACTOR SHALL SCHEDULE 1HE MEETING EXIST. POTABLE WATER SERVICE ----ws----BY CALLING 1HE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING 1B. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO 1HE CALIFORNIA MANUAL ON UNIFORM TRAmc ADDRESS: 211 MAIN ST, VISTA, CA EXIST. FIRE HYDRANT PER DWG. 484-5 ---~ ---DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE WATER NOTES CONTROL DEVICES AND SAN DIEGO REGIONAL DRAWING M-19. PHONE NO.: 760-B22-9347 EXIST. 2" BLOWOFF ------PRIOR TO SCHEDULING. 13. ALL INSPECTION REQ!l.ESTS 01HER THAN FOR PRECONSTRUCTION MEETING WILL BE 1. WATER &: RECYCLED WATER MAIN AND APPURTENANCfS SHALL BE CONSTRUCTED IN 19. ALL NEW AND RELOCATED SIGNS SHALL BE CLfARL Y VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE PROP. 2• WATER METER CMWD W-4 -----lf;J---2 EA. ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST CONTRACTOR IS RESPONSIBLE: TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW AND RELOCATED MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT EDITION) VOLUMES 2 & .3. PROP. 3" DDCV CMWD W-9 ~ 1 EA. (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. SIGNS. PROP. 2" BACKFLOW PREVENTER CMWD W-6 ---lBEl----2 EA. Q/'1_ 1HE DA l'. BEEDRE 1HE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. PROP. 4" SEWER CLEANOUT CARLSBAD S-6 ---os.c.o. 3 EA. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST 20. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 1HE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE:. REQUESTS MADE AFTER BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY PROP. 4" SEWER LATERAL CARLSBAD S-7 ----@ 1 EA. 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGfR. VICINITY MAP PROP. 6" /12" GA TE VALVES CMWD W-21 ---©-1 EA./2 EA. 14. THE OWNER AND/OR APPLICANT 1HROUGH THE DEVELOPER AND/OR CONTRACTOR J. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION PROP. 2" BLOWOFF CMWD W-10 ---0 1 EA. SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE SHORING, AND SHALL BE SOLfL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, PROVIDED -TELfPHONE NO. (760)438-3891. PROJECT LOCATION CITY OF OCEANSIDE MARRON ROAD PROP. 3" GRIND & OVERLAY ---1?07& 1935 S.F. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. HIGHWAY 78 , -r _:<SITE 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN 1HE WATER LINE EASEMENT, THIS PROJfCT IS LOCATED WITHIN ASSESSORS PARCfL NUMBER(S) PROP. TIRENCH RESURFACING SDRSD G-24, TYPE A ~ 60 L.F. 15. 1HE CONTRACTOR SHALL CONFORM TO LABOR CODE SfCTION 6705 BY SUBMIIBNG ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO 167-040-49-00 jtr PROP. 4" D.G. TIRAIL REPLACEMENT Ec:1/' c:1/'J 497 S.F. A DETAIL PLAN TO 1HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING <j, ---COMMENCEMENT OF WORK -ANY EXCfPTIONS SHALL REQUIRE WRITTE:N THE CALIFORNIA COORDINATE INDEX OF 1HIS PROJfCT IS: •, ~ 1HE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE .~ •, PROP. 12" PVC WATER MAIN ---10 L.F. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE PERMISSION FROM 1HE DISTRICT ENGINEER. N 366 " 1677 .,. ~ ~ , .J 17 PROP. 6" TO 3" PIPE REDUCER ) 1 EA. ---EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY 1HEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MEANS OF CA 1HODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS ~---'\__JS~ NOT TO PROP. THRUST BLOCK CMWD W-19 "Gl 1 EA. SCALE MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN '--"'-lt1 C IP \(_~ AGfNCY PRIOR TO EXCAVATION. IE lli.E: eJ.dl:J. 'td~S. FROM 1HE ~Q8/t:!Ji. S.~~61 ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE BENCH MARK f ~ o/1:\, CnY o, ~,,. S.I~/'1.llAtmS ES.U.Bl lS/:1£.ll Bl'. '!HE C.QtJ.S.JB.l lC.llQtJ. s,gff_[l'. nRnERS Ilil E B FORM OF PROTECTION. CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF DESCRIPTION: CLSB 068, 2" IRON PIPE W/DISC MK'D "LS 6215" REGISTERED ENGINEER AT 1HE CONTRACTORS EXPENSE:. A COPY OF THE OSHA THE FIRE LINE LOCATED BETWEEN 1HE DETECTOR CHECK VAL VE AND BUILDING LOCATION: It,/. IQE QE CUI st nPF /jf)_' /'1.QB.'IH QE CAl?L SEMQ cANNv" () EXCAVATION PERMIT MUST BE SUBMITTE:D TO THE INSPECTOR PRIOR TO SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. VILLAGE DR/1/E, Q.1 MILfS. E:ASI OF E_ONTTAC DR. ~ \\\. ~~~ '\ ROAn -~ PROPOSED STREET STIRIPING/REMOVAL -SEE LEGEND ON SHEET 3 OF 3 SHEETS EXCAVATION. 7. ALL POTABLE WATER SfRVICES SHALL BE 1" AND ALL METERS SHALL BE 1 • RECORDED: AS SHOWN ON RECORD OF SURVEY MAP No. 17271 ,, , flLOMAll '..A ~~r;F-,,,.-~ 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED Wl1HIN ANY WORK ZONE (UNLfSS 01HERWISE NOTED ON PLANS). ELEVATION: J!Z !26. I.ISL DAWM: NGVD 29 '""'' ~'-'~ ~o~ DURING CONSTRUCTION, nPFRA llnNS wtl l C~SF lMMFDIA TF/ '.l; AND THE 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS BASIS OF BEARINGS PERMITTE:E WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). OCEAN i!'ii:,\ ~ \' CITY OF UNTIL THE PERMITTE:E HAS RECflVED WRITTE:N AUTHORITY FROM THE CITY ROP-Q SAN MARCOS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ENGINEER TO DO SO. 9. MINIMUM SPACING BETWfEN POTABLE WATER SfRVICES AND SEWER LATERALS "DECLARATION OF RESPONSIBLE CHARGE" ~~ ,()~~ •1 GA ZONE VI, 1991 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83). GRID BEARINGS BETWEEN SHALL BE 10 FEET. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH Wl1H 1HE FINISHED SURFACE: 1" ·_ ~ ~ BETWEEN 1ST ORDER G.P.S. STATION 88 (CLSB-088) AND 1ST ORDER G.P.S. STATION 87 WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, I HEREBY DECLARE 1HA T I AM THE ENGINEER OF WORK FOR 1HIS PROJfCT, SHEETS 1, 2 & .3, (CLSB-087) AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADE. THAT I HA VE EXERCISED RESPONSIBLE CHARGE: OVER THE DESIGN OF THE PROJfCT AS ' '..~·-.. ·· .. '::'.\ ,._,, CONTIROL NETWORK ESTABLISHED BY RECORU""OF SURVEY NO .. 17271, FILED IN THE OFFICE OF GRADING EQUIPMENT SHALL BE UM/TED TO 1HE PERIOD BETWEEN 7: 00 A.M. AND 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT ,t THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SfWERS" THE DESIGN IS CONSISTENT Wl1H CURRENT STANDARDS. ~ \CITYC:;~E~l::AS # "'i OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA'rS. (A LIST OF CITY PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SfRVICES. . i.e. N 76"15'00" W" . I UNDERSTAND 1HAT 1HE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY HOUDA YS IS AVAILABLE: AT 1HE ENGINEERING DEPARTMENT COUNTER.) 12. AXIAL DEF1£CTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-THE CITY OF CARLSBAD DOCS NOT RELIEVE ME AS ENGINEER OF WORK, OF MY 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTE:D BY 1HE CONTRACTOR TO THE DEF1£CTION COUPLING AT A PIPE JOINT MAY BE PERMITTE:D BY THE INSPECTOR ON RESPONSIBILITIES FOR PROJfCT DESIGN. _,..____ <I:' REFRENCE BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID A CASE BY CASE: BASIS NOT TO EXCEED 4 DEGREES TOTAL DEF1£CTION PER CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF COUPLING (2 DEGREES/EACH GASKET). USE: CERTAINTEED "VINYL -IRON" H.D. FOR ACAL ENGINEERING, INC. L\_ SYSTEM. THE COMBINED SCALE FACTOR AT STATION NO. 88 IS 0.999948180. WORK. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE FIRM: GRID DISTANCE = GROUND X COMBINED SCALE FACTOR. C900. -OCCURRING, ALQl:J.G. 1HE l::IAIJJ. liQl.!:IE Qli AQ,ld C.El:J.I S1REE~ AS. A 8ESUL I QE 1HE ADDRESS: 211 MAIN STREET, SUITE 205 GRADING OPERATION. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT 19. NO BLASTING SHALL BE COMMENCfD Wl1HOUT A CITY ENGINEER APPROVED OF WAY PERMIT SHALL BE REQUIRED. CITY, ST.: VISTA CA 92084 BLASTING PROGRAM AND BLASTING PERM/ T. 14. NO cumNG OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTE:D. CONTRACTOR SHALL 760-724-7674 ' REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE TELEPHONE: 20. THE EXISTENCE: AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL 1HE TEE AT THE STATION. 01/19/23 ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLfSS NOTED 01HERWISE: ON 1HE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF 1HE AVAILABLE: BY: DAVID H. L~f/X=) DATE: RECORDS. ATTE:NTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER 15. PRIOR TO BACKFILL, INSTALL TRACfR WIRE ON TOP OF PIPE AND SECURE IN PLACE: • CITY OF CARLSBAD STANDARD UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TOTAL LOT AREA = 2.124 ACRES = 92,544.21 S.F. •• CARLSBAD MUINIC/PAL WATER DISTRICT STANDARD DRAWING FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TO ENTER VALVE STANDS BY MEANS OF DRILLfD HOLE IN PIPE STAND WALL JUST R.C.E. NO.: 31915 ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD TOTAL DISWRBED AREA = 285 S.F. PRECAUTIONARY MEASURES TO PROTECT 1HE UTILITIES SHOWN ON THE PLANS AND BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACfR REGISTRATION EXP/RATION DA TE: 1Z-J1-ZQZ~ THIS AREA INCLUDES BUT IS NOT LIMITED TO "AS BUil T" ANY 01HER EXISTING FACILITIES OR STRUCWRES NOT SHOWN. WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR ~-" FF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS 21. THE CONTRACTOR SHALL VERIFY 1HE LOCATION OF ALL EXISTING FACILITIES BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE: AN ~\'I' AND TEMPORARY DISTURBANCE SUCH AS VEHICLE ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJfCT SITE SUFFICIEN7l Y ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 f~t~g AND EQUIPMENT STAGING AREAS, CONSTRUCTION AHEAD OF 1HE CONSTRUCTION TO PERMIT 1HE REVISIONS OF THE CONSTRUCTION INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING WORKER FOOT TRAmc. SOIL/GRAVEL PILES. UTILITY PLANS IF IT IS FOUND THAT 1HE ACTUAL LOCATIONS ARE IN CONFLICT WITH EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED TRfNCHES, BACKFILL CUTS AND SLOPE KEYWA YS) THE PROPOSED WORK. USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE: DURING / xp~-~ P.E. EXP. DATE 22. 1HE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES hSEE BELOW) AT INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED i:»-~ •,v, ..,~,: TOTAL REPLACED IMPERVIOUS AREA = 0.00 S.F. LfAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUC ON NEAR THEIR SHALL BE REPLACfD. \ ~orc~1..,<i TOTAL PROPOSED IMPERVIOUS AREA = 285 S.F. REVIEWED BY: FACILITIES AND SHALL COORDINATE WORK Wl1H A COMPANY REPRESENTATIVE. TRACER WIRE SHALL BE AWG NO. B STRANDED COPPER WIRE WITH HIGH MOLECULAR UNDERGROUND SERVICE ALfRT (DIG ALERT) 811 WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT SDG&E (800}411-7343 BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE /NSULA TION SHALL CONFORM TO INSPECTOR DATE AT&T (619 237-2787 ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGfD INSULATION ARE NOT STRUCTURAL (POST-CONSTRUCTION) BMP TABLE ACCfPTABLf AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGfD WILL I SHlET I CITY OF CARl.SBAD I SH4TS I SPECTRUM CABLE ~8001227-2600 BE REQUIRED AT THE CONTRACTOR'S EXPENSE. COX COMMUNICATIONS 619 262-1122 STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM ENGINEERING DEPARTMENT CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760 434-2980 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM &: I, MINIMUM 2 WEEKS PRIOR TO ANY TRASH CAPTURE? HYDROMODIFICA TION? *CITY OF CARLSBAD(SfWER,WATER & RECLAIMED WATER) (760 438-2722 SCHEDULED WATER SHUT DOWN. "SAN DIEGUITO WATER DISTRICT (760 633-2650 ~ STANDARD STORMWA TER REQUIREMENTS ~ YES ~ YES IMPROVEMENT PLANS FOR: *LEUCADIA WASTEWATER DISTRICT !760 753-0155 PRIORITY PROJfCT REQUIREMENTS NO NO 3375 MARRON ROAD *VALLEC/TOS WATER DISTRICT 760 744-0460 *OLIVENHAIN WATER DISTRICT 760 753-6466 MAINTENANCE IWNTENANCE *BUfNA SAN/TA TION DISTRICT (760)7 6-340 x1330 CITY TRAFFIC ENGINEER APPROVAL TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY ROW 2022-0151 TITLE SHEET • AS APPROPRIATE DWG 536-7 APPROVED: JASON S. GELDERT 23. IN ACCORDANCE: THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE CONSTRUCTED BY 1HIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT ft:--~ II\ WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO 1HE SATISFACTION DATE INITIAL DATE INITIAL DATE INITIAL RVWD BY: PROJECT NO. DRAWING NO. OF 1HE CITY ENGINEER. BY: DATE: REVISION DESCRIPTION CHKD BY: EIV1E SDP2020-0005 536-7 ; ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DocuSign Envelope ID: BEFD475D-5087-41E6-8968-2C25C3A3A2D32/16/2023 JN/TKEXIST. 8" PVC PER DWG. 484_5 EXIST. 4" PVC PER DWG. 484-5 • ....J a.. < c., ,,.--1---, <1 z LLJ -(.) r--PROPOSED TRENCH RESURFACING PER SDRSD G-24, TYPE A PROTECT IN PLACE ~ PROTECT IN PLACE Ii EXIST. 12" PVC WATER MAIN ---....._______ ~~ ,,~ , \ 1 \ 5~fvftl,r~iR-s8~~&TG~t4[~ 1 ~ PER DWG. 484-5 ---.........____ -r -,_ • --• -, '-, ~~-~-~4-===-=~~-;,,=,T~~-=-~===--=711~=====t====--~r1~--"'fl======--===--,===--==1==--===--===--===--===--===--=======t r--r---, --, , , 1 T " ,, I I ! I , ~ , , EXIST. BIKE LANE / ~J~ ~W-+G~b N .. u0u_ ::,48WK4 A5H No.14 I ?STA 4+10 EXIS c. 2" IRRIGATION SERVICE PER DWG. NO. 484-5 i EXIST. BIKE LANE ~ ~XIST. SINGLE WHITE STRIPE I I .,.,,,,_., /·/ E~lS_T._8~C_SE"n:-c MAIN r, ~ RW ---I/ RIM_EL=(130.62MSL)_ EXIS1 4• END CAP '1•1----EXISTING ELECTRICAL SERVICE PER DWG. 484-5 \ STA 1+00.00 SWR AH No.15 Rw------~ I j PROP. 12" PVC WATER • -Rw---~ // , , SEE DWG No. 484-5 /END EXIST. I ~ MAIN, L=10'\ ;5vEi~r~ AND_ I , /STA 4+00 -EXIST. 2" WATER SERVICE PER DWG •84-5 / ; EXISTING STREET TREE TO BE REMOVED ,=--_ =, , RIM EL=(142.59MSL) -~-===,=,ae--,\1 -~,t-~Exi1s~T1;N~G;~~~· -#S~]~G1=~~siTA~J;,e~;~~-~8~=~~lvtMj~/~)~~~/·~~~T~4~9~~~~~X~I 5·~4~¢½7:tYi~br1~~;TA~4~+i26~~P~R~O~P.~2f'"<=iBB1t:dOWW~OOf·pFp,~~5f1-3;"'it;o~t'~~-~~~,.~-"'~"~'•~-"~" ~~~~.~~:-~=-~~::~:~·.'' ~+-~~~~~~~:'~\~~~;s;:::::::::?r~-~~~~14-r_~=-=-=-~~~~~ _=_= _= _=_=_:~~~~~ DOUBLE YELLOW STREET STRIPING D.G. TRAIL ~.'. I EXIST. F.H.I B W FF ER ,,f ER .CMWD J;) ~G W 10 ., t"~ ~-;~=-'>9-5,0D' \,_2__±00 "-/ .di I PROTECT I"' Pl.AC W No 48 5 /<el, v-6 TO 3 ~IPE __ ' - -'-"""-----------~ .,_,.,,, =Is:~ , aJ ND EXIST. SINGLE WHITE STRIPE -w _ -----a@,_@ -------'~'W·---~ / -, . _ , "c".I REDUCER -STA 3+50.00 -LEXIST 4" SEWER LA1rERAL (I.E.=129.82)MA RRON -~EXISTING RAISED MEDIAN _ ---I---\ --1 ---y'----/--,"----7'/'--'.__L V-:__::~ "" PER DWG. NO. 484-5 , ~ ~ ,,.---..., ~, -"' 'I/ / A'XIST. AlliE ~1~-\_--"/--,FY~ V ; , FL 135.74 FL=l36.4 PER DWG 484-5 ) ) \ ' J '--",,J) I ~-I.J ,._,, ,1" 6 ,_ ' -"-?-E~135.64 \ ,,-, 7JL 136. '"\_ ,,-/ '\ ,,,,/' ROAD 1'I '° "' ~ ND EXIST. STRIPED BIKE LANE STRIPING ·k' ~~~Ji~?.fE.'~~go~;v-::/2',;;: ~':'fR // ~/2~~1~1':~;~ 2 i £~--~~~;~, ~.!:~~; ~;;~,--I ~'.--~ -'__ l _ ~ ~ >'""' BIKE LANE I \ REPLACE WITH STRAIGHT STICK OF I .V,..('.., fl / '-/ ;x., A I : : .; N < <.; : / : '_,/ . - -~. I~ ·,12• PVC WATER MAIN PIPE, L=10' f Y , CtPROP. 2" IRRIGATION / 3! ~ MIN✓ ~ ------" RIGHT OF WAY LINE 1 cxi PROPOSED TRENCH RESURFACING -\ r I I I 2 BENCH _JI METER PER cMwD w-4 7" I "-. 7 I°' \ PER SDRSD G-24, TYPE A I I EL=133.30 PROP. 2" WATER--,J_J_ _ __, ~•• '-I ;j; I \ ~ METER PER CMWD W-4 PF OP. 2• BA( KFLO PRO rECT( RS '\: I < \ I olr-,. PROPOSED 4" PE~ CM ID W-6 I Iii \ I \!'11--: D.G. REPLACEMENT I ) ~ l__ I I i;,l~u AFTER TRENCHING r PR )P. T ENCH DRAIN-~"-+-' , g II \ u' 0 I ~~ai / / I PER CDC DWG. NO. 536-7A STA 2+ 1.18 -ST 3+21.18 REMOVE , -_, ~ o 1---✓ _ __, EXISTING PCC CURB PER SDRSD G-11 '-w I \ ud'. ~ (/JI~ '-' AC PAVEMEIT JOINT, SEE ETAIL THIS SHEET TO NEAREST JOINT '\ ._._ I ? ·,'°'?. w vi'\ ~ ~ '6> , \ I !" I •,7 \ • ::;: r "' .9 ~ ;_----;::!FIRE SERVICE PER SEPERATE PERMIT, I in I • . ~ ix> \ r 1 SHOWN FOR REFRENCE ONLY n ~ I ~ \ ', ~ \ :::~;,,,_ f --I I \ \ / ~_/\==~=!l~~~s.=~·:10. e~_dlr_j--rl4r=t-it=t~ctdt+r-t~±-±-=-=±-=f-L \ , \ -<:A:_::,__~,"~ \ f ~ f s c.o. \ \ \ \ ~ -----~--i::~::::::-; .. ;::::~,.=------~\\\ _____ _J__J_LJ[_j__j_=:;r:=:;1c:= ---.-----.----J /IPJs.c.o. Ill \ fL,~~ '"-~\1,r,-~,r,,7,,~7~,,7,,7,~,,7,~,_7,T,1T,7,,7,,~T,,T,7,T,,,T,,~,:-7?.l_r,,7,7,,~~-7~,-~,_7,7,/~~~~~+,~~/r,/Jl,,,,~,:,~,:~,,J,,1;_,;,/;,;,_ii,tl_~,,~~~-=~~~~ I \ \~ ' "SCO STA 0+81.04, LE,=131.44 ,, ,,,4" ;C~·;TA 2+81.04, I.E.=135.;~-,,/ -~ I ,.--, :0 4" SCO STA 1+81.04, I.E.=133.44 --PROP. 4" BACKWATER DEVICE PER SEPERATE~ :t7 \i ,i-\t '/;,.,. PERMIT. SHOWN FOR REFRENCE ONLY ; i·~. \;~i1::\\?. ,, {J --/ -~~ ~~-PR~~~~~~t.0 BLDG----<~ ~ '(1! 'v ',• "CS" ~ o. \ • ~(''''' , F.F. = 140.3 ' .,+-,~\:;;i, 1,c_i.--BLDG AREA = 11930 S.F. : b ~►.~\/... ·, ••. ///'' • ~'//'•·· :7 , ~~" ~-,~'''-f 'r~''"""""• ~=--.,-\.r . ,,,'. 17 \ "'---~,--•i;,_c, .. ,,,_..,,;_.,.,_.;_;_.,,,,'-/,::,,-_p---""""-'-<:: ~ \._~<fs>;,o ------~,~~~'·-•-· ···•-4-;',, """ --✓ -,, //'(! LJ--""",, '/~ ~ '&, \.. ~v'. •;, • , , ~ . . ;!;~ in ·'fs, .. \. L,, --...!..t ~ ., ., •• ./., / ' ., • • • -7' 'it.. LI ·., ' '• ., ~-\' 2, 1•~:SAWCUT EXIST. 6" PCC CURB &: GUTTER -, 'e'' TO BE REMOVED, AND NEW t----x , r2" 2% _,,,----EXISTING AC PAVING DRIVEWAY LOCATION _, , 0 ,.,,✓/ AND BASE 6'1t;~,Jl~--/~f_Jf~ AC \ \__GRIND ALL AC COLD JQINT FOR MINIMUM 3 AC OVERLAY L_p~QPOSED 4" AC OVER 6 CLASS 1I BASE, MINIMUM DEPTH FULL SECTION PAVEMENT JOINT N. T.S. 51.70' ----~~--/ _,_,. __ . -, . " ~ N 7a•o4•4 • ----. J w ----75.a i • . -. -. . S 88'52'35" W 0 0 0 co ------·--·--·--·--·-71.51' , , , ~ -(/) z ~< LLJ (.) 0 ~ 0 0 /XIST. SINGLE WHITE STRIPE ~ Ii \ N -._,,/ "----' 20 40 60 ' SCALE: 1" = 20' "AS BUil T" P.E,---EXP,----DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARl.SBAD t=====t====t================================t=====t====t====j====j ~ ENGINEERING DEPARTMENT BOUNDARY LINE DATA LINE BEARING DISTANCE L1 N 35•21'16" W 78.26' L2 N 25•29·33 .. W 54.69 L3 N 39•20·23" W 32.30' L4 N 56'58'13" W 22.15 L5 N 90•00·00" W 26.64' L6 S 75•11•14• W 25.41' L7 S 59'45 24" E 23.73 LB N 78•04· 43" w 59.27' L9 S 88'52 35 W 64.65 BOUNDARY CURVE DATA CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 84.58' 110.00' 44'03'22" N 81"47 05" W 82.51' C2 130.72' 170.00' 44'03'22" N 81•47 05" W 127.52' C3 99.71' 1270.00 4'29 54-N 88'22 23" E 99.69 C4 71.63' 1270.00 3°13'53" N 8744 23" E 71.62' cs 28.08 1270.00 1'16 01 S 89'59 20 W 28.08 II\ DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: 3375 MARRON ROAD ROW 2022-0151 DRIVEWAY OPENING PLAN SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RVWD BY: __ _ CHKD BY: Etv1E RCE 63912 EXP.9/30/24 DATE PROJECT NO. SDP2020-0005 DRAWING NO. 536-7 DocuSign Envelope ID: BEFD475D-5087-41E6-8968-2C25C3A3A2D32/16/2023 JN/TKEXIST. 6" PCC CURB & GUTTER PER DWG. 484-5 LINE OF SIGHT LOOKING WEST 350' (fl I I I I I I --\__) --·~ \ \ :\ I I 21 ~ "' I • ~I "' 81 (fl I I I \: \I -i-1. ~-"' \~ 6' • -~ ~ o. • \~ al 0 "' C) \ • ...J a.. <:( (.!) <:( z LL.I -u LINE OF SIGHT, EAST TO WEST-700' -~ ,.-/"'\_ 0 -·-STA 3+06.18 C/L 24' PCC DRIVEWAY PER SDRSD G 4 -·--. -----·-I --· . -\ \ 0 20 40 60 -------------i I I I---N \ \ MARRON ROAD EXIST. STREET STRIPING \ \ 89°22'40" E 396.00' -·-\ ADA PATH OF TRAVEL HC HC HC HC EV EV ---............ AISED MEDIAN I PER COC DWG 484-5 \ EXIST. BIKE LANE STRIPING -·--·--· \ \ \ LINE OF SIGHT LOOKING WEST 350' ' r-----~ ~ 7 PAD = 140.0 F.F. = 140.7 BLDG AREA = 11930 S.F. / ~~--" ~ J--_..,..~TRASH ENCLOSURE[1/. ER ~ CITY OF CARLSBAD STD. DWG. GS-15 \ ; . i / , / s 88°52'35" w 71.51' r, LL. /, 0 A" ?.:'] >-N I--· u ·oo <0 "' N ~ 8 ci <0 0 >--p -u "AS BUILT" P.E,---EXP,----DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARl.SBAD I SH4EETS I t====jt===j===============================t=====t====1=====t===j ~ ENGINEERING DEPARTMENT DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: 3375 MARRON ROAD ROW 2022-0151 SIGHT DISTANCE TURNING RADIUS APPROVED: JASON S. GELDERT ENGINEERING MANAGER RVWD BY: __ _ CHKD BY: E[VIE RCE 63912 EXP.9/30/24 DATE PROJECT NO. SDP2020-0005 DRAWING NO. 536-7 DocuSign Envelope ID: BEFD475D-5087-41E6-8968-2C25C3A3A2D32/16/2023 JN/TKSTANDARD NOlES FOR SIGNING AND STRIPING PLANS 1. 11-E CXMRACTCR IS RESPCmlli Fffi INST,AJ.!AllON CF All SIGNING PND STRIPING. 2 All SIGNNG, STRIPING AND PA\£MENT MARKINGS SHAll co-lFffiM TO 11-E CAIJFffiNA MAN.JAL ON UNFffiM lRAFFIC CCMRCl. OC\4CES {LAlEST lffiSION), 11-E CALlRANS STPNDARD PLANS PND 9'EOFICAllOO {LAlEST lffiSICN), 11-ESE PLANS PND lHE SPEOAL PR0\1SICNS. 3. All SIGNNG PND STRIPING IS 9..0..ECT TO lHE APPROVAL CF 11-E OlY ENQl'EER CR HIS REPRESENTAll',£, PRICR TO INST ,AJ1A 11 CJ-.1. 4. PNY OC\4AllON FROA lHESE SIGNNG mD STRIPING PLANS SHAll BE APPRO\£D BY lHE OlY OONEER CR HIS Fa:PRl:.S1:NTAlll.£ PRICR TO PNY CHPNG: IN lHE FIELD. 5. All STRIPING SHAll BE REFl£Clll.£ PER CALlRANS SPEOFICAllaNs. STRIPING SI-IAl.l BE REPAINTID lWJ VffKS AFlER THE INlllAL PAINllNG. 6. All PERMANENT SIGNAG: SHAll BE REFl£Clll.£ PER ASlM DESIGNAllCN D4956 PND SI-IAl.l USE 1'YPE IV PRISMAllC REFl£Clll.£ SI-IEEllNG {HIGH INTENSllY PRISMAllC CR EQJAL) UNLESS OlHERWSE 9'EOFIED. R1-1 "STOP", R1-2 "'tlELD", R2-1 "SPEED UMll" Al\fJ SIRl:£I NAME SICl-lS SI-IAl.l USE 1'YPE IX PRISMAllC ClllE--ORI\ER REFLEClll.£ SI-IEEllNG (DIM1CID CRADE \4P CR ECIJAL). 7. PRICR TO FINAL ACCEPTANCE CF SIRl:£I l~lS, All SIRl:£I sn,,P1NG PND ~NGS Wll-lN A fJXi PERI~ CF 11-E COlSlRUCllCN PRU.ECT Wll BE RES llltD TO A "LJKE NEW' co-llllllON, IN A MP/lit-ER MEEllNG lHE APPROVAL CF 11-E OlY INSPECTCR. 8. EXACT LOCAllON CF STRIPING PND STOP Uf.AT UNES SI-IAll BE APPRO\£D BY lHE OlY ENQl'EER CR HIS Fa:PRE.S1:NrAlll.£ PRICR TO INST,AJ.!AllCJ-.1. 9. CXMRACTCR SI-IAll REMO\£ All COfl.lCllNG PAINTED UNES, t.1/lmNGS PND PAl.£MENT LEG:NDS BY Ql!NIJING. DEBRIS SHAll BE PRO.f>TL Y ~ BY 11-E CXMRACTCR 10. All PA\£MENT LEG:NDS SI-IAll BE lHE LAlEST \ffiSION CF 11-E CALlRANS SlENOL.5. 11. UMIT UNES PND ffiffiSWAI..KS SI-IAl.l BE FIELD LOCATED. ffiffiSWAI..KS SHAll BE HIGH \4Sl131UlY 'aJ-.lllNENTAL SNLE PND SI-IAl.l HAI.£ 10' INSIDE Dl'-ENSION UNLESS 011-ERl',ISE SPEOFIED. co-lllNENTAL CRffiSWAI..K MA™INGS SI-IAl.l BE PAAAI..LEI. TO 11-E DIRECllCN CF l.£HCUI.JIR 1RA\£L. 12 All CRffiSWAI..KS, Uf.AT UNES, STOP BAAS, PA\£MENT /JffiON3 PND PA\£MENT LEG:NDs, INCLUDING BIKE LmE LEG:NDS mD f.fflfJN5. SI-IAl.l BE 11-ERMOPLASllC UNLESS OTHERWSE SPEOFIED. PREFffiMED lHERMOPI..ASllC /JffiON3 PND LEG:NDS SHAll NOT BE ACCEPTAB.£ 13. Sl2E CF SICl-lS SI-IAl.l BE BASED UPON lHE RECC>.tvENIJED SICl-l Sl2E FCUND IN 11-E CAIJFffiNA MPNUAL ON UNIFCH.4 lRAFFIC CCMRCl. OC\4CES, UNLESS OlHERWSE SPEOFIED. 14. SICl-l l'a,TS SI-IAll BE SQJARE PERFffiATED S1EEL lWING WlH HPJ<AWAY BASE PER SAN DIEOO REQONAL STPNDARD DRAWNG M-45. 15. w-lEN A SICl-l IS ATTACHED TO A PCl..E, IT SI-IAl.l BE MCUNTED USING A STANDARD OlY CF CARlS3AD APPRO\£D MCUNllNG ERACKET WlH SlRAPS.. 16. EXSllNG Sia-JS REMO\£D BY lHE co-llRACTCR SHAll BE DEU\mill BY lHE aJ-.l1RACTCR TO 11-E OlY CF CARSBAD PUB.JC l'tra<S YARD AT 405 OAK A\.8-U. 17. All Sia-JS SI-IO',\N ON 11-ESE PLANS SI-IAll BE NEW SICl-lS PR0\11E) PND INSTALLED BY THE aJ-.l1RACTCR EXCEPT lHOSE Sia-JS SPEOFICAl.l.Y SI-IO',\N AS AS EXISllNG TO BE RELOCATED CR TO REMAIN. 18. FIRE H'tl)RANT PAl.£MENT MARKERS SI-IAl.l co-lFffiM TO lHE CAUFffiNIA MPNUAL ON UNFffiM lRAFFIC co-llRO... OC\4CES PND SAN DIEOO REQONAL DRAWNG M-19. 19. All NEW mD RELOCATED SIGNS SI-IAl.l BE CI..EAALY \4SIBLE, NOT BLOa<ED BY ANY aBSlRUCllON. lHE CXMRACTCR IS RESl"Q,JSllli TO lRIM CR REMOI.£ PNY l.£G:TAllON BLOO<ING 11-E NEW PND RELOCATED SIGNS. 20. All MEDIP/11 NOSES AND FL.ARES SI-IAl.l BE PAINTED 'yE]J_(Y,\( , EXISTING TO GN REMAIN STRIPING QUANTITIES THERMO RAISED MARKERS DETAIL PAINT L.F. --~------------1 L.F. A AY C D G H 22 681 6 29* 186' 10 38 50 3 TOTAL 304 16 3 * -DENOTES PLAN QUANTITY DOUBLED -_...,.-: _...,.-: --;?"' --;?"' .,,,..--/ . /oa~\) _...,.-: ~ "'' \'-.-,::; . 0 C)\"' ✓~~~\"-/-/ -,/ .,.;:;;:. -/-_ ,-,;; / . .,,,..--/~ ,,/ . STOP R1-1 RIGHT lANE MUST TURN RIGHT R3-7R R4-7 SIGN DETAILS NO SCALE 20 10 0 BIKE LANE R7-9A SCALE 1" 20 OM1-3 -20' 40 / 60 RJ-7R "RIGHT L EXISTIN'G TO REM~~E MUST TURN RIGHT' 0 LEGEND --u-EXISTING SIGN ----u-PROPOSED SIGN 0-0 STREET LIGHT ( ) STRIPING TO BE REMOVED SWL SOLID WHITE LINE SNS STREET NAME SIGN VAR VARIABLE ® PLACE, PAINT OR REFRESH MARKING ~ REMOVE SIGN Iii RELOCA llE SIGN [ill NEW SIGN @ STRIPING DETAIL NUMBER ~ TYPE IV(L) ARROW -$' EXISTING ARROW "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHE4ETS I 1-----+--+---------------+----+--+---+----1 L....::_j ENGINEERING DEPARTMENT 1-----+--+---------------+----+--+---+----I DATE INITIAL DA 1E INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: 3375 MARRON ROAD EAST CITY LIMIT TO CIENAGA PLACE ROW 2022-0151 SIGNING AND STRIPING PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RVWO BY: __ CHKD BY: Efv1E RCE 63912 EXP.9/30/24 DAlE PROJECT NO. SOP2020-0005 DRAWING NO. 536-7 DocuSign Envelope ID: BEFD475D-5087-41E6-8968-2C25C3A3A2D32/16/2023