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2019-14203-I (Plans)GENERAL FOI T-0E-WAY NOTED 1. NO ACCESS OR WORK SHALL SE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633-2796 OR 633-2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTIUTIES AT 1-80G-422-4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VAUD CAUFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS, 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPUANCE WITH THE `WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT-OF-WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPUCANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7. NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOUDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633-2770. 8. NO WORK ON ANY PUBUC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5.00 P.M. ON WEEKDAYS 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633-27D4. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:D0 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO-WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL-TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT M NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON -WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITYS STANDARD DRAWING DATED JULY 31, 1990. 14, NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE REFER TO THE CITYS STANDARD DRAINING DATED SEPTEMBER 30, 1996. 15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. 16. TWO SACK SAND -CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPOES ENFORCEMENT AND PENALTIES. 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILUNG. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPEUNE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. ❑ 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES ..,SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT-OF-WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDIIION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON-SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING TIME SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. GBIHiAL FIGHT-0E-WAY NOTES (COMMMk STORMWATER POLLIAM CONTROL IIMP NOM F ATME TO CONSrRJnM ACTyw8 27. TEMPORARY PATCHING OF TRENCH IS REWIRED ON LATERAL CUTS IN SURFACED STREETS CONCRETE WASHOUT IMMEDIATELY AFTER BACKRWNG. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE BACKFILL MATERIAL IN THE EXCAVATION. ALL AS SPECIFIED IN THE STANDARD DRAWING DATED WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SEPIEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTON(S)- THE PERMITTEE SHALL PROMPTLY STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER, REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIN, OR REPAIR ANY PORTION OF THE CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION, HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE CONSTRUCTION SITE ACCESS HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PREVENT TRACKING DIRT OFF SITE. 14S SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND/OR PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY CORRUGATED STEEL PANELS/PLATES MAINTAINED. 28. 32 33. 34. 35. AREA FROM THE E -1 a •ra I I r• 3. 4. 5. 6. THE U TRESPA 7. ALL INCORP 8. GRADD CONCLL 9. ALL RI WHEN DEBRIS CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF CONSTRUCTION VEHICLES THE PERMITTEE SHALL REPLACE IT WITH A STANDARD A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES OVER BACKFILL OR REPAIR SECTION SHALL BE ONE (11 PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE RAL SECTION, WHICHEVER IS GREATER. REFER TO THE OFF -SITE. TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE G INSPECTOR. EROSION CONTROL THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE F THE ROADWAY DAMAGED BY HIM, OR IF THE CITY PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. TEE SHALL BE CHARGED WITH THE COST THEREOF (RECTOR. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. , DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY SHALL BE MET. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION STE. CONTRACTOR TO APPROVAL OF THE METHOD IN THE FIELD BY THE SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL i THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. MEASURES. FACE CONDITIONS IS A PREREQUISITE. THE APPLICANT IE PERMIT APPLICATION EITHER AS AUGER, HAMMER, REMOVE EXISTING VEGETATION ONLY MEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN IS. GROUTING AND INTERMEDIATE BORE PITS MAY BE PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. - IRATELY SHOWN ON THE APPLICANTS SITE PLAN FOR JNEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY E WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN, PLANNED FOR EROSION CONTROL PURPOSES. EROSION S14ALL BE PREVENTED BY PUNTING FAST-GROWING OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL IT OR BENCH MARK WHICH IS DISTURBED BY A REGISTERED CIVIL ENGINEER OR A CANOPY IT MUST TREE, IT AREA TO DIRECTIVE CONTACT JLL ANSON AT (ZIM 632-M& 24 HOURS A DAY. "Y WORK SHALL BE MADE AVAI AT ALL TIMES DURING THE ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON O FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION ENT. IOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE TER EACH RUN-OFF PRODUCING RAINFALL IONAL EROSION CONTROL MEASURES AS MAY BE REWIRED BY THE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES MICH MAY .E AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC FE OR ARE POTENTIALLY UNSAFE DROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE NOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY I1T.Y. FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER A. SEWERS - CSD/ESD - (760)-633-2770 B. GAS & ELECTRIC - SDGE - C760t-43B-6200 C. WATER - SAN DIEGUITO WATER DSTRICT-1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CAUL FOR INSPECTION. PHONE: (750)533-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL, %Bcr TI TNF.rxmNg.I,NVF¢Cp�INEWPTIDNS DPPSPWRIM(. PoW SfUD(oF TMESDII �pIOiTONS KEYMRNT CM alt SIR KPPEET CIE-uDIISIPIGTIUI TKTINi MIDnyWrlEpJtING,INL SAM *w5 WxgI 4K tMP.ep GL4YC'11Itt'�IK EDx1bR-T 4NrILfD rIMx 111G CRNl, WIMWGW.CPfED Re(DpWFIIMTIONS Bft]Icgnpy TD 1 14TK BRIG( -CIF 1YL a7YexaNe61L WRRlW4eGe, 1 NMC aVI Ww TI'WDE ulRolNc nrn+s Aw uenFY T7MT IAE 1R11 YMTIiWGIW,IARmW ESOY.SMNRT MK WmLeGT RAVE EEER I TIED IN TKCGVADIN4 W41Mi PI1D GIFIGATI WG` -�EEy storm= Z��Zolg A� _ J � w We 6E ND:2 Db .zs Y D I M. PAM 12-SI-20 • Dqt. MD rECM FIAT" Nov 14D447.1haGM4 TGIWIDIG GNEuImNG 154W IIYANARDe c KTSR 4F4VEI SURE B Sw Puttee, CMIMAUt 91W4T C CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS /1 Vi 1 N 7'6-20 DESCRIPTION: YIRON PIPE BRASS DISC STAMPED ENCAI LS73Yt LOCATION: EAST SIDE OF NO HWY7070F CHESTERFIELD AND W OF THE NORTH END OF GUARDRAIL C- /� / 05-24-21 voided sheets 3-5, added sheets 7-9, and revised total UBLIC sheet number �STEVEN C.KETTLER DATE 6-3-21 PLANNIN 2 AS -BUILT$ 6-3-21 RECORD FROM: ROS 18416 ELEVATION: 73.812 DATUM: NAVD88 REV E SENIOR ENGINEER DATE SPECTf _.... __ PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND TIMEI OWN RESPONSENUMES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. MANY CONSTRUCTIONE7MEATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN MUST BE TAKEN TO AN APPROPRATE LOOD AND ANDFILL OR DISPOSED OFVEGETATION NASEHAEZARDOUS WASTE FOR INFORMATIONLE ONALS ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151, POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, CUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE 1 IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION:— 139,400 SO. FT. IMPERVIOUS AREA AFTER CONSTRUCTION: FarE40--M Fr 152,398 SO. FT. INCREASE IN IMPERVIOUS AREA: iww-aoTr 112,998 SO. FT. IMPERVIOUS AREA REPLACED.- LDY3, ►f58.-f*_ 87,845 SO FT CARDIFF /SCHOOLDI�ICT L 1880 MONTGOMERY AVENUE, CARDIFF-BY-THE-SEA CAUFORNIA 92007 760-632-5892 -a STTE ADDRESS r 1888 MONTGOMERY AVENUE, GARDFF-BY-THE-SEA 0 CAUFORNIA 92007 00 260-340-02 LEGAL DESCfiPIION i BLOCK 72 BLOCK 73, AND BLOCK 74, EXCEPT LOTS F AND G IN BLOCK 74, CARDIFF VILLA TRACT, N THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO THE MAP THEREOF NO. 1469, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, AUGUST 10, 1912 OWNER'S CERTIFICATE I (WENT HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE SIGNATURE: DATE: NSON, SUPERINTENDENT CARDIFF SCHOOL DISTRICT 80L8 Emcma S CERTIFICATE SIGNED:. GE NO.: 2665. EXP. DATE 12-31-20 JOB # 10-142260 INC. THE ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYE SOLELY FROM THE NEGUGET ACTS, ERRORS, OR C EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE C THE WORK PERFORMED BY THE ENGINEER. SIGNATURE:- 51EVEN C. KILI DIEGO. CA 92101 CALIFORNIA, PRINCIPALLY DU BUST IN AT A SAMPUNG AND STUDY E SOL UNDER MY DIRECTIOIN ON 9-10, 2017. IS STUDY, WITH MY MENDATIONS, HAS IERMORE, I HA MEWED THESE GRADING TINE SOIL T FOR THIS PROJECT HAVE u� I BY THE ENGINEER SHALL COMPLY WITH THE DATE: (0-5-19 BHT MOMSHEET DESCRIPTION 1 TITLE SHEET 2 NOTES 3 KFf MAP, ffIBIENEIS AND SEDTIONS VOIDED SHEET 4-E 5 IMPROI&MUNTRIAM VOIDED SHEET 3A KEY MAP, LEGEND, AND SECTIONS 4A IMPROVEMENT PLAN 5A IMPROVEMENT PLAN KETTLER-LEWECK ENGINEERING t: ❑0 BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACJTIES TO BE MAINTAINED BY CARDIFF SCHOOL DISTRICT IN ACCORDANCE WITH -MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES' RECORDED ON SOME X%, 1049 AS DOC. k )LOOT-02L51AIr FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W19.010 N)yp �hlr (P 5-i r��r--- �I�I�nydw6�-e/b/F9 DATE A ION DATE SI DATE SUNA DESIGNED BY: 1 DRAWN BY. I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC (9jV4 O TITLE SHEET DATE: 4-5-!'1 C.._I.� 1888 MONTGOMERY AVENUE 14203- R.C.E.O.: C48358 UTEVE EDWARDJ.11 y MER CARDIFF SCHOOL DISTRICT L' / 2 7 CITY TUG N R 260-340-02 0 9 STEVENC.KETTLER EXp: 6-30-20 -"--" -�� I E ���1' DATE DATA- PLANNING 1:ASEN0:18-120CDP SHEET $ LDEV-011220-2019 O_ N U� Om _W m .. zzc� � LL w o 039< z �uv w 0 W m m �wm �mW ¢Z wBi Yn0 ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION 'GREENBOCK-,, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP-02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS WI-01, 02. & 03. 2. PIPE AND BEDDING CONDITIONS: A ALL PIPE SHALL HAVE 40 MINIMUM OF Y.' CRUSHED ROCK BENEATH THE PIPE. B V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE -DRAINING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C) P.V.C. AND A.B.S. SCUD WALL PPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE SHALL BE Y.^ CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, 0 MAIN LINE SEWERS SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE F THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SA1-02. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC OUR FINISHED COMPLETE AT TIME aF POUR. PRECAST MANHOLE BASS ARE ACCEPTABLE FOR USE WITH 8-INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL 5. THE CONSTRUCITON OF 4-INCH SEWER LATERAL PER SDRSD NO'S SS-01 AND SS-02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE 6. THE CONSTRUCTION OF CONCRETE CUT-OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP-07. 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42-IN04ES BELOW THE FINISHED GRADE. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLE, SEE SHEETS 4 AND 6 FOR PROFILE INFORMATION. 10. 'AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE 12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760-633-2770. 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS-BUILTS. 16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP-01, THE APPROPRIATE BURIED UTIUTY WARNING AND IDENTFICATIN TAPE ABOVE ALL PUBLIC SEWER UNES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT DR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500-1.1.5) 20. SEWER MANHOLE LINING: (A) NEW MANHOLES WITH B-10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500-2.7 OF THE GREENBOOK. (B) NEW MANHOLES WITH 12' DIAMETER AND GREATER SEWER MANS: THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 5OD-2.5 OF THE GREENBOOK. (C) EXISTING ASM NEED D WITH THELES: ALL LININGNG SYSTEM WITHNEW EMATC MATCHES CONNECTIONS EXIS NG BE FOR TAND AT MANHOLE. FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE AR AFTER THE DATE OF ACCEPTANCE. 2.7HE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3.THE CONTRACTOR WILL BE REWIRED TO SCHEDULE A MANDATORY PRE -CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633-2709. 4.UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. &WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERUNE FINISH GRADE OF STREET. 6.ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7.CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. &CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9.INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE A55EMBUES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE 13. PRIOR TO AWARDING WATER UNE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTIUTY, PIPE OR STRUCTURE WITHIN THE UMITS OF THIS PROJECT. WHICH MAY 10 CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSII 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACIUTY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. WITH BE COATED WITH AN EPDXY PROT CIWE LINING STSIEM PEK 5LCHUN SW-Z.1 OF IHE UHELNBUUK. FOR ALL RADII BETWEEN 560 FEET TO 1.150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A 1. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE 22. MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST-IRON TYPE WITH WITH THIS LAW. THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. A 36-INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24-IN04 DIAMETER WITH LETTERING CITY OF ENCINITAS" AND SEWER" SIMILAR TO WHAT IS INDICATED ON SDRSD M-1. 2.ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. 3.WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. N li. 3�d KETTLER�L-LEWECK y D No. CN356 of � ENGINEERING E'P' a 303 A STREET, SUITE 302 l ^ * * SAN DIEGO, CA 92101 v) `t} CryW. �Y' t; 619 269-3444 Y. 619 269.3459 I I''�� H�Of CALF www.kettlerlaweck.com W C CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS D6sIGNED er. DRAWN BY CHECKEJBY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N( 1 REVISED TOTAL SHEET NUMBER SR 7-6-20 INT. D PLANS PREPARED UNDER SUPERVISIONOTESDESCRIPTION: YIRONPIPEBRASSDISG6TNMPWOL%4I5]Y32 AS-BUILTS 05-24-21 Pueu RKs DATE: G-REC AP V 1888 MONTGOMERY AVENUE1420 LOCATION: THEN O GUARDRY 101.0E CHESTERFIELD AND.DATE S JOWAK EDWARD J. MER CARDIFF SCHOOL DISTRICTOFTME NORTH END OF GWRDRAIL PLANNINGRECORD FROM: ROS 18416 ' 6-3-21 yz0 - R.GE. NO.: CTYNR ELEVATION: 73.812 DATUM:NAVD88 REV R�260-340-02 v' SPECTOR STEVENC.KETTLEREXP,: 6-30-20DATE DA PLANNING CASE NO: 18-120 CDP SHEET 4OF' LDEV-011220-2019 5 ... a EXR �,"� "L `\ EXISTING EXISTING$ S ENism+c EXISTING NdfltC TO DOAE "� RIIY �, N/W c R/lV 5p' R/W o TI* GItA01NG5 COl95i On THE FOLLOWING WORK TO BE GONE AC TO THE t \` o-.. c1 o [ d `i; . T''\ LL rn E PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTM ANDARD r I ;. .� \ ''I�'.�°pL '� I (30) T (JO) 30' (201) N SPEOFUTIONS 1NE SAN DIEGO AREA REGIONAL STANDARD NGS, AND THE e " EXISTING, , 7ti "q « ••• �\ g� :.`'. ,, ,,APN 280.2T1.OB o f g w l ) I I 1 t a IBUKDMG" APN 0->f40•b�' 9 f >. `. "\•` ,q� "`i� �Y�•,r. A 20 31 9 >e o a 110') J2' d.8'- e STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU r ��� -t fi (�`, \, l\\,"' `,:. "' I EX ST LT b < a IX POWER POi VARIES GRADING SHALL CONSIST O' CONSTRUCTION O' TS AND FILLS SHOXN ON AND ST Li I a THESE PLANS AND WILRVED 8N THE EARTH SPECIFICARONS ALL GRADING AM 260.211.08 n I 18' o z (20) f5J I a DETAILS SHALL BE IN ACCORDANCE N97H CITY OF ENCANTAS GRADING ell ' t r ,u PE '� � I ' i � •` �\,A � � K a � EX FIRE I U /y ( ORDINANCE. L .%p ,1 '` .:e, (HYDRANT I 4 l i m HYDRANT 4 i STWARP BPECFCA a : t \ ' sw�..-,,.. -n \ '`.. \ I' •.C„ ) I �� L•� I 1. STANDARD SPE Tlays Fa+ PUBLIC m ms CONSTRUCTION (GREENBow) 2018 Ean EX SIDEWALK '� 2. CA MANUAL ON UNIFORM TRAFFIC CO IM OEWCES 2O8 EDITION ' t r - 1 T a \ . •\ \ IX SHOULDER IX SIOEW'ALX J ST OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, US CUSTOMARY STANDARD EX r A AA s \ EX CURB AND . _. 1-: (DIRT) CRiCARONS 2O8 EDITION. I Ij 8 TI } •� T \., APN 250-271-07 GUTTER EX CURB AND IX EDGE O' AC EX SHOULDER _ l 2; ; I '• // I EX EDGE OF AC GUTTER PAVEMENT (DIRT/GONG DWY) .SAN DIEWITO WATER DISTRICT STANDARD SPECIFlCAIIOVS 1 ') L i " - • , I / �� SAN ELUO AVENUE (PUBLIC) A MONTGOMERY AVENUE (PUBLIC) STANDARD DRN NW i v r 1 A NOT NOT m SCALE NOT m SCALE y 7 1. CITY OF SAN OEGO STANDARD DRAWINGS FOR PUBLIC MCWKS. CONSTRUCTION, a "'• i / \ 1'`. \ 'APN 2B0•Z7'1-0e 2018 EDI F CALIFORNIA,Ll4 `'•T /' : g , / .\t '��\ EXISTING EA75TI 2. STALE OF CDEPARTMENT OF iRANSPORTATIOv, US CUSTOMARY STANDARD I \ f' .'y { J, R/W 80' PUNS 2018 EDITION.09 a / ) L I r'' ` \ 1. !1 "i t .\ "\ EX POWER 3. WATER AGENCIES STANDARD DRAWINGS. la `k ® y r\ II __�\ ,<� if ✓ / / * s �t` \ X ' 70• ¢ J0 POLE q C� 1. .r •" / Y J $. / \ ,\ \ N*" I I LEGEND 2e -21MO CARDIFF SCHOOL 10' 4D' fo' m ^�� y 1888 MONTGOMERY AVENUE EXISTING SYMBOL ( 1 ° a, / , _, j ?^ /� "� �1 �'\ g.• I / y r v APN 2BO-340.02 I ( EX S I o EXISTING CABLE TELEVISION ONE..... CTV— 7 I / ' SwF /s,,� ._ a. ,.vv. .4 9 `.. (31 N EXISTING TELEPHONE. .. ...... . . T t^ / ,B r ; <✓'.� / v ... `'v ' r _ (20) if' 9' z EXISTING EDGE OF PAVEMENT i i / �' a. I a• / �/ ", `dry L 4T / t l �y' \ 280•Zli•16 PARKING Q ............ rm y,%� ,--� ;h._ ...� I TAME I - HYDRANT: EXISTING CONTOURS . .... ...... _g0 r- ' uwe r ,i vEX FIRE /,b \, - (. EXISTING GRADE ELEVATION ...... ............. (725 FOR ONSITE GRADING AND 'ki:. /. ' \ �,► I �zz) (2X) EXISTING CURB & CUTTER ................................. I/. % / I I • ; ' IMPROVEMENTS, REFER TOwe /, , , EX SIDEWALK EXISTING CURB ...... j 1 I t.... m `��y-, I '1 IX SDEWALKti Fv _ �Yx /�+ `Y• / / ' _ ; \ 't ' IX CURB } EX CURB AND EXISTING SIDEWALK . €I \ DSA NO. 04-118059 /`' t tl .......................... I Y . / ..._.._ \'OgQ W DOTTER; EXISTING PEDESTRIAN RAMP .. NSA FOR ONSITE GRADING .\ t `F. �,,\"'' "I \ �,e�1 I�t EXISTING STORM DRAIN PIPE .. ................. . -- erea �' \� 1�� AVENUE EXISTING STORM DRAIN CLEANOUT"--- }a i PLANS, REFER TO CITY ` NOT TO SCALE EXISTING STORM DRAIN CURB INLET. ---__ a / 1_. e i� { I •, �„ ,. DWG N0. 14203—G ....,me `�u, >t V *� 1 A0WALL ......................... --- —`—_ .. ; ! `^✓'. t AC = ASPHALT CONCRETE PKRG = PARKING EXISTING STORM DRAIN FEADWALL. .......... T -rl fee , /// 4 \ �,n APN 28D27 ARHM =ASPHALT RUBBERIZED HOT MIX PP = POWER POLE EXISTING WATERM DRAIN CA - 1 r y •--.,.o :,.a o o <. qr'� P +�.,, .. -' / , • - <.� BC =BEGIN CURB PROP = PROPOSED N i r .`k•n "`st'» -= / . \ EXISTING FIRE HYDRANT ................ i .__ , • ;'�\ ` - r` OCR =BEGIN CURB RETURN PUB = PUBLC """' """""""' - r i /"• '-'el \ TJ q- \\ `\ -: \ �� \ C&G = CURB AND GUTTER PVC = POLYVINYL CHLORIDE PIPE EXISTING GATE VALVE M /.,,5 - -.................................. .. Ld$a9) I' T A`-� F 3 7a 'u' r /'� . / i" '�' \, r �\ i. �'. CAB =CRUSHED AGGREGATE BASE PVIAT =PAVEMENT EXISTING SEWER ..... . " "i•'r, if 'y'i ' 3 // ';.�'@" ce, i p, ° I \ CB =CATCH BASIN P :PRIVATE --$ €� 1 rL '\ \�:. J: \ r \ \ \ CLR =CLEAR R RIGHT OF WAY EXISTING SEWER MANHOLE ..... ............. _.._o / I t /, t r, P (. \ '..I `` ., 9g "r gp, �' �, t \ \ CON CONCRETE METAL PIPE REDID. =REWIRED -- h: ... _ I ? d ;: ,.r \ g J C \ ' PC CORRUGATED SO = STORM DRAIN EXISTING SEWER LITERAL . .. ....... .. . r ¢ .\\ 'i+. `\ \ APN 260274.011 EC = END CURVE '1a ,„ ' \ SORTED = SAN DIEGO REGIONAL — `,...._ob� !'tbiy'S3 .,.,.. f§/ - \ � \ ECR =END CURB RETURN STANDARD DRAWINGS EXISTING GAS .................................... _ G_ _ _ 20 Jl \ 'Krl- a \ 'T .: �; 4*\ '>\ � \ A ~\� T ,` \' •\ 1 \\ EX., EXIST. E%IS (LNG OF PAVEMENT ST LT = STREET UGHT EXISTING PARKING STALL ........................ 7�. i i° w„ ? "` .a.\'`xs}y" / / ) r ; " \ @ 'QOy& �`� I \�f \ Q i2 FG =FINISH GROUND SOUR =SEWER ..... .................. — �� \'�\ 1 EXISTING ELECTRIC... .... ' .. r q.R �. �\ z .� ,� \ FH = FIRE HYDRANT TO = TOP OF BERM \ \ \ IX R/lY FL = FINISH S TC = 70P OF CURB �! r \ \ \ I " ' �C Rd>zx - S \ \ EXISTING PARKING OGHTING 4; ! � �`\ a �,\ y � �,,'�: ,, c FS =FINISH SURFACE TO =TOP OF CRATE ....... .. .. . �. t E '\g,',Yi !! .rl t y. 1 1 >, \ E:y y' ^` ws l % N•� i. \'`�"\ vv \ ` '` \ g"? ' f }� HORIZ. =HORIZONTAL TRANS TRANSITION i Tl E wt �.`� 'C \ `�� .\fT,{'� Y / J.. i\ HP _ HIGH POINT EXISTING STREET OGHTS ....................... \ / - 1 - i - \t \ TIN S =TOP OF WALL —t_.. ._.....{{ ( 0 } IE INVERT ELEVATION \, pqq; ''�`\ L �'� § k \ TW =TYPE EXISTING RETAINING WALL .. . `s 1 (I , , \ ® �,\ ts�c... ��( � \� '`.. j j \ `3 \',!, \ INv =PIPE INVERT VER7. = VERTICAL LIP = GUTTER UPWATER AGENCIES STANDARD EXISTING TREES ..... ........................... WAS.]•� : I i. -`\ �, , // ej� i� \i�ti \ MIN = MINIMUM WTR WATER A ' I ! 1 II! ( I ;; v" i� V M1 �A`2 N75 =NOT 70 SCALE EX R/W n �(; -- i a,, �•. EXISTING SLOPES ..... ...... ............... t ...... - `` R®� c,. \a, X-GTR = CROSS GUTTER . I� 1 III: % I . I .E$§RNG - , .°�%'' .' OC = ON CENTER 14 w • I II i I , 1 { i i) ! j } . ., • f _: _ ( ` \.\ I i Nle�i \`\\i. \ \ PCC = POR7LAND CEMENT CONCRETE (7289) = EXISTING ELEVATION EXISTING TOP OF CURB ELEVATION ............................ 339 IJ) ` . i, . -. \ . -. _`, _, . -. aI ( t - .'- ' t\ ° ♦ r`r %` \ PCR POINT OF REVERSED CURVE (R) =RACIAL BEARING w i : r• , Ui t \ r i / s ,,"` \ EXISTING CHAIN LINK FENCE ............... . .. .. . '\ • / ,ka•".. �\\ / /,(� ss"y4 d \ n fz \\�, BN36 OF EXISTING BROW DITCH ' A 3399MM 1 t J—_81-- 1 a i t \.. 1'� r /� +\y °` d 'i' \ THE BASIS OF BF_ARINGS FOR Tills .. ................. I=* 1 I /' ' _ �'--'--j"✓ "(A -Irrt " \ 1 / % s ' \ I' \ t \ SURVEY IS THE CCS 8J,ZONE 6, EPOCH EXISTING SURVEY .... ..... .... Sil 1891.35 GRID BEARING BETWEEN STATION MONUMENT AS NOTED 1041 AND STATION 1047 PER RECORD OF • . I f.._I. _._. _I_ ..... 1 1 1 ER fff\ ttj `✓ s 0� PPOs , 5 A t iI.E.4816 E I 1 t { }} l / `I ', j ... y NITAs SYMBOL / 1 .._. * sss :34 t . SURVEY 18416 I N 56' 1•E(�'D D1Fi0P08ED) 4 @� `m` i/� � �� IMPROVEMENT STANDARD OTES � .* I T. � * , ... .. sa,ss2 ' '" d 6 A � � r � .- � .� \\y` THE BASIS � ELEVATIONS FOR THIS SURVEY Is CITY OF ENO ..........................—__�_-- •..> ,� 'S, CONTROL POINT NQ 1041 PER RECORD OF SURVEY 18418. PROPERTY BOUNDARY , t,,.... t _N ___..... </ - �s',.,. r, /_ .. POINT N0. 1041 NAME' ENC-41 RIGHT OF WAY ONE .. ...................... a -�1 8� 8� mo :: .41111111� ' ' If .. i \ DESCRIPTION: 2' IRON PIPE IN A.C. WITH 2.50 CITY OF ENCINITAS BRASS ..... ............. ' way'4`' y °' a, a - % �' . \ DISC STAMPED ENC-41 US 7322 FINISH GRADE CONTOURS B� ti ry �),..,/ m i " aa��llvk•,,/ �- ,f°, i� \ LOCATION: IN A TURNOUT ON THE CHESTERFIELD AND 10 FEET WEST OF o ^ :. 1 _...... \ ` I ,. ' ` r = s'' \ ,�� >,, i 3"1.3 "° . J. s i \ THE NORTHEND OF GUARDRAIL. PROP. DAYLIGHT ONE ........... ........... f' ,. 1 , ^ 1 '" ' `.-,. 's� _ .w-h- j +� / ;; k!' \ ELEVATION: 73.612 DATUM: NAM 88 ' TYPE V CURB & SDRSD O-OZ G-10, G-111 a 1 t�" T... rah ! f / ii(rIN . < %i G \ GUTIER6 wa ;r "� , '+ '"�` �'. r . ""• 88� 88� 5� SDRSD D-25 (TYPE A �I i it ( ( f ... t L i �'y - r ,~ KEY MAP LEGEND PROP. CURB CUTLET ....(INSWIE SLOFE=1X MIN.) z ry z RRHI' OF WAY OWC47ION PER(TYPE ( SORTED G-27)A s - S �^ ' ' �'``\ r I DOCUMENT N0. ZWi-05369Z9 SHEET N0. ® PROP. CURB RAMP D ) z a a P . ,'et _ -r rT'..,, w w y. (USE Y1110W DOME W �q (,. \ \ _ _ RECORDED ON LA/LY 31, 2001 SDRSD G-14A (TYPE A) y w II i �„' \ \ '>' t FY - SHEET LIMNS ... RESURFAONG OEFAt w s-S- APN 280.861.18 PROP. TRENCH RESURFACING �, zi qtt 6 ENCNITAS TRQLOI a \ _u,,„� - rr ».t, rl tNi \_' EX R/W .Y... .. ■' Y'_ .. k i ' ' Y PROP. CONCRETE SIDEWALK ................... G-07....... O w 0 z �� ' kdsw x, d:Ir I QµoF[ss, PROP. 6' FIRE SERVICE PUB .......A... WF-.... W... N N gg w c. i7 (PUB) k ill ri _�'�l�yf�' 11ETTLER'LEWECK PROP. 6" FIRE HYDRANT (PUB -®--T W A.S !AF-01,, WF-04 D sue.. PLAN m . . . ad 8aoow_=Ts�•^- i ,� -� .t+-'Y VEIN ¢ ER. 6-JO-2020 E N G I N E E R N G I} A, 17i 1pt SYS' °& „' �" T - T S` 303 A STREET SUITE 302 PROP. WATER METER (PUB) ,W;A.S)Y$ 02 ' ^ ' i ' ( _-'S-_-.� m, t h. \ .a � , ..M'-i tf y , �. f,n I * * SAN DIEGO CA 92101 v J I _ - �.— —:T-- �'�%n SCALE: 1= = 40' 0' 20' 40' 80' 'IT CIVb �� t 679 268-3444 C 818 288.3459 PROP. 2' COPPER WATER SERVICE (PUB) .WAS. NS 02,, WC-17 W 1 ° N i \ 3✓. .,}.M• ��• www.kettleriewack.com ~ I PROP. 4" PVC SEWER LATERAL (PUB) (I 4' ^C C DESIGNED BY CHECKED BY: CHANGE No. DescRlPnoN APPROVED DATE BENCHMARK AS -BUILT APPROVALSmy/mm ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 VOIDED SHEET ��lrii-- INT. D PLANS PREPARED UNDER SUPERVISION OF RE! O AP OV KEY MAP, LEGENDS AND SECTIONS AS -GUILTS 6-3-21 DESCRIPTION: TIRGN PIPE BRASB DISC STAMPED ENB41 L51322 Lam'"` OS-24-21 UBLIC RKS DATE: CII. -LY% � 1888 MONTGOMERY AVENUE LOCATION: EASTSIDEOFNBHWYIO1, OFCHE5TEWIELDANO STE E C. KE L DATE 1420 - WOFTHENORTHENDOFGUARDRAIL PLANNING STE NOWAK WARDJ. AMER CARDIFF SCHOOL DISTRICT RECORD FROM: ROB 18416 1Y[ 6-3-21 R.C.E. NO.: C48368 r /'Y ELEVATION: T3.612 DATUM:NAVD88 REV ER /C CITY 720 R 260-340-02 0 9 `/ / SENIOR ENGINEER DATE SPECTOR STEVEN C. KETTLER EXP.: 830-ZO DATE (• T DA PLANNING CASE NO: 18-120 CDP SHEET 3 E LDEV-011220 2019 '>a 5A EXIS77NC EXISTING a o EXISTING EXISTING WOW TO HE DOAE R/W R/W / 60• R/W o > b 50' " R/wo 714E GRADINGS CONSIST OF THE FGILOWNG WORK TO BE DONE ACCORDING 70 771E I \ `� APN 280.271-OB N I_ (30i (30% I N ¢ J N (3D) (20) o a I� L I. PLANS 714E CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT >r xry SPECIFlCA7IQVS THE SAN DIEGO AREA REGIONAL STANDARD STANDARD DRAXiNGS AND 771E 1 II EXISTING BUttDING f 1 �� / �, t � \. AP I V v '1 a I 20' (31) 9' a �' N I o y (10) 32' 48' - m fi o o t) u I o STANDARD SPEGIFlCATIOVS FOR PUBLIC WORKS CIXWSTRUCTIIXJ. m A� J � EX ST LT rn �" a EX POWER POLE VARIES o m AND ST LT N z GRADING SHALL CONSIST OF CONS7RUCBIXJ OF ALL CU75 AND FILLS SHOWN ON APN 280.271-OB N 13' ' w� I Np a (20) (15) 385PEX a THESE PLANS AND GUNNED IN 114E EARTHWORK SPEGIFlCATIONS ALL GRADING DETAILS SHALL BE IN ACCORDANCE N97H THE CITY OF ENCINITAS GRADING _ FIREOFDINANCE i I / _ \ \ *, T `\`AIHYDRANT HYDRANT i EN FIRE STA%DAID ATI�$IN `ItIE I� 111t11"I �' �) �2X) 2X 1. STANDARD SPECIFlCAl10NS FOR PUBLIC WORKS CONSTRUCTION (C-REENBOOK), -- ---- \ EX SIDEWALK EXRSFIOULDER EX SIDEWALK 2018 ED/BON 2 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2016 M77ON 5• APN 280271.07 IX CURB GUTTER AND EX CURB AND EX SHOUTER 3 STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, SPEGIFlGTIONS 2018 EDITION. U.S CUSTOMARY STANDARD �-=TY IX 1�� OF AC EX EDGE OF AC 4, SAN DIEGUITO WATER DISTRICT STANDARD SPECIFlCA710NS e1 ' ' ` ,Vp \ PAVEMENT - GUTTER PAVEMENT (DIRT/CONC DWY) g SAN ELIJO AVENUE (PUBLIC) j+IIk MONTWMERY AVENUE (PUBUC) STANDAM MAI 4A -4- NOT TO SCALE NOT TO SCALE 1. CITY OF SAN DIEGO STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, N 280-271-08 EXISTING 2018 EDITION. EYJS77NG 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, US CUSTOMARY STANDARD 1 RIF 60• RIW PLANS 2016 EDITION. I \ \I EX POWER 3 WATER AGENCIES STANDARD DRAWINGS. \ , ¢ P h /y+ \\ ♦' " vv �v v 28021718 CARDIFF SCHOOL (To)40'� 10' m LEGM�XB7IJC� PADga5.a) vv v y 1888 MONTGOMERY AVENUEI 'V EXISTING SYMBOL V 1 « il. if I 6 - ": dC°• `(\} A APN 26D340-02 9\ \ EX ST LT ro I 31, EXISTING CABLE TELEVISION LINE ................................... CN II " ♦9� i\ (20') (11' 9' w EXISTINGD TELEPHONE ............................................... T 260-271-06 _ PARKM'G EXISTING EDGE OF PAVEMENT ...................................... I \ o- ___— ___�\ i �~ ' a .. :, '' ,. ' I LA1K EX FIRE EXISTING CONTOURS.q............................................. EXISTING GRADE ELEVATION 195� (112,500f Ex \�\ I u HYDRANT ........................................ \ ,I FOR ONSITE GRADING AND ®\ ':., \"� (?� (2� ` g \\ I EXISTING CURB & GUTTER ......................................... �IMPROVEMENTS, I V 1 I II I I r II s � REFER TO DSA NO. 04-118059 p V ♦ \ � \I \ EX SIDEWALK 11� IX SIDEWALK -I �. / t pp EX CURB AND EX CURB AND `r EXISTING CURB ..................................................... EXISTING SIDEWALK --____ ..................................... 0 A iil / ,m ! o + ♦ \ / \ \ +�I I 1 GUTTER EXISTING PEDESTRIAN RAMP._ ..................................... FOR ONSITE GRADING ♦ \ \\ 7�1 1 11 AGLITTER ^ MOZAHT AVENUE (PUBLIC) /( \ EXISTING STORM DRAIN PIPE___ ................................. ______ __ AI III F PLANS, REFER TO CITY \\I X 1 1 NOT TO SCALE EXISTING STORM DRAIN CLEANWT................................. -- - ®® \\ EXISTING STORM DRAIN CURB INLET ................................ al 1 T� r DWG NO. 14203—G Q / ♦ �"Y\ -;g 1 ♦\ \�'� � ABL F IATION3 AC = ASPHALT CONCRETE PKRG = PARKING EXISTING STORM DRAIN CATCH BASIN ............................. EXISTING STORM DRAIN HEADWALL ................................. --- --- 2OD•274.02 ARHM = ASPHALT RUBBERIZED HOT MIX PP = POWER POLE BC = BEGIN CURB PROP = PROPOSED EXISTING WATER ..................................................... EXISTING FIRE HYDRANT ----- L & BCR = BEGIN CURB PUB = PUBLIC 1 r \ GUTTER CkG -CURB AND GUTTER PVC = POLYVINYL CHLORIDE PIPE EXISTING GATE VALVE...................... ........................ CB = CCATCHEBASIINAGGREGATE BASE PVTAT PAVEMENT EXISTING SEWER.. _ _— ` = PRIVATE CLR = CLEAR ^ .,, I \ APN 280274-03 RW = RIOF WAY IOU RIGHT CMP = CORRUGATED METAL PIPE REW. = REQUIRED = CONC CONCRETE = EC = END CURVE STORDIEGO (REGIONAL EXISTING SENIIt MANHOLE EXISTING SEWER LATERAL .. ........................................ �� 0' 30' 31' (9, @,\` �•�\ ` C 4,/ \+�R \ \\ ell \\ 1 ` \ ECR = END CURB RETURN SDRSD SAN EP = EDGE OF PAVEMENT STANDARD DRAWINGS EXISTING GAS ...................................................... \\\\\ t \� EX., EXIST. = EXISTING ST LT = STREET LIGHT 1 18'i \ \\\ ~ \• •may\ \� �7s >� ry �\\ }�' \ \ ' FIG GROUND SOUR SEWER EXISTING PARKING STALL ........................................... A , s p \\� \ \ v\ IX R/W FH = FIRE HYDRANT TB = TOP OF BERM iL = FLOWLINE TC = 70P OF CURB EXISTING ELECTRIC T7 \ \ \\ \\ FS =FINISH SURFACE ................................................. lr % , a \ \ ' TO =TOP OF GRATE NORM = HORIZONTAL TRANS = TRANSITION EXISTING PARKING LIGHTING .................... . �( \\ >\ 9T \\'. a� l \\\ '\ HP = HIGH POINT TW = TOP OF WALL EXISTING STREET LIGHTS 9O \ 1 \ \\(\ % O 0\ `"- \ \ IE INVERT ELEVATION TYP = TYPE INV = PIPE INVERT =VERTICALEXISTING VERT VERTICAL UP = GUTTER UP ........ .. RETAINING WALL �I 'I IIII Iq 1111■ I I \ c I \ /\\ �\ ! %\ ® t \ ';; \ WAS = WATER AGENCIES STANDARD MIN = MINIMUM NTS = NOT TO SCALE WTR WATER EXISTING TREES _ ................................................. EX R/W 'A,I d % I \ \\ ? \!{\ AA \ ' LI _ 1 '\V� \ OC = ON CENTER X-GTR = CROSS GUTTER PCC = PORTLAND CEMENT CONCRETE (7289) = EXISTING ELEVATION EXISTING SLOPES ................................................... Y 95 \ \ \ \� =POINT OF REVERSED WRVS (R) =RADIAL BEARING BASS OF BEAFI%iG EXISTING TOPPICK OF CURB ELEVATION ................................. 3 THE BASS OF BEARINGS FOR THIS EXISTING CHAIN UNK FENCE ........................................ --_ _--- a % 1 \ SURVEY IS THE CCS 83,ZONE 6. EPOCH 1991.35 GRID BEARING BETWEEN STATION EXISTING BROW DITCH IFC�'D T I�i 1888 MONTGOMERY - APN 280.840.02 1 S ; PO=I'�a\ ���j ''i 1 , \\ P 1041 AND STA71ON 1047 PER RECORD OF SURVEY 18416. LE. N 56'4896" E lFf10F�) IMPROVEMENT STANDARD/NOTES SYMBOL ■,III \\\� - ' ro ,liti„� %� I I �' ^ •' \\' BENCHMARK NOTE THE BASIS OF ELEVATIONS FOR THIS SURVEY IS CITY OF ENCINITAS PROPERTY BOUNDARY .......................................... I�i Ali �\T,� CONTROL POINT NO.. 1041 PER RECORD OF SURVEY 18416. RIGHT OF WAY LINE ................................................ I r •,Al `� i P�' 0`\yd.4Y MI / — �� �/ 'i - I< \ '/ 1 \ POINT NO. 1041 NAME ENC-41 DESCRIPTION: 2" IRON PIPE IN A.C. WITH 2.5" CITY OF ENCINITAS BRASS FINISH GRADE CONTOURS ----------------- 8_ so ,;- `///--=_ i \ DISC STAMPED ENC-41 LS 7322 PROP. DAYLIGHT LINE .............................................. \ LOCATION: IN A TURNOUT ON THE CHESTERFIELD AND 10 FEET WEST OF THE NORTHEND OF GUARDRAIL. PROP. 6' TYPE 'G' CURB & SDRSD G-02, G-10, G-11, T ELEVATION: 73.612 DATUM: NAVD 88 GUTTER PROP. CURB CUTLET SDRSD D-25 (TYPE A) - — o �I 1 1 s�== -one �'° �\ KEY MAP LEGEND (INSIDE SLOPE=IR WIN.} PROP CURB RAMP SDRSD G-27 TYPE A ).... __ / . __....... DONE ... (uSE YEL1Ow ) DEDIca RON PER SHEET NO. ® SDRSD G-1 h RMQ0.�1-0536�29 ECORDED 3. PROP. 24 CONCRETE DRIVEWAY.._.. .4A.�..A!_. \ / APN 2e0B6r a j7 IX R/W SLEET LIMITS C PROP. TRENCH RESURFACING .. RESURFACING DET TItENCH .. - j a \ �" a ( °• ��- i ` i i' " �e ' N _ SDRSD G707 / , \ n PROP. CONCRETE SIDEWALK .. T`,, EX R ° • I . ., v /� / I poFESS1 W.A.S.E-05,WR-02 6° FIRE SERVCE (PUB) .......... , 6 )PROP. ° A-9 " — E y KETTLERL EWECK w.As wE-o1, xF-oa ® -- — _ PROP. 6° FIRE HYDRANT PUB - -- -- -- --- --- PLAN VIEW w Na CI8358 n E N G I N E E R I N G z En' 8-70-2020 � PROP. WATER METER (PUB) . ................ W.A.S. W$-02........ -1 - ?,_ ✓% © •' ° ® SCALE: 1" = 40' 40' ' 303 A STREET, SUITE 302 * * SAN DIEGO, CA 92101 `� CIVIL J W.A.S. Y15-02, WC-17� PROP. 2° COPPER WATER SERVICE (PUB) ........................ W C V \ = 0' 20' 8 O t: 619269-34441 f: 619269-3459 CAL \F www.kettlerleweck.com SOI25D SS-01 Ad - ��--�__ - s-' _ r � 4' PROP. PVC SEWER LATERAL (PUB) � O CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DITAwN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7-6-20 DESCRIPTION:2'IRONPIPEBRASS Disc STAMPED ENG1LS7322 LOCATION'. EAST SIDE OF NB HOMY 101, OF CHESTERFIELD AND W OF THE NORTH END OF GUARDRAIL /) p ��//��j-- �L�jiw-'- 05-24-21 INT. D PLANS PREPARED UNDER SUPERVISION OF DATE: O6-22-2020 /�//� �-l• /COs� R.C.E. NO.: C48358 RECOMMENDED: STEVE APPROVED: Stevew Nowak. NOWAK fUr EDWARD J. WINNER CITY ENGINEER KEY MAP, LEGENDS AND SECTIONS 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT 260-340-02 14203-I 3A 9 2 AS-BUILTS 6-3-21 PUBLIC RKS STEVEN C. KETT ER DATE ^' ✓V]9f/(/ 6-$-21 PLANNING RECORD FROM: ROS 18416 REV ER ELEVATION: T3.812 DATUM: NAVD88 STEVEN C. KETTLER pXp,: 6-30.20 DATE DATE PLANNING CASE NO: 18-120 CDP SENIOR ENGINEER DATE SPECTER SHEET 30F� e oy m� Um N w� i Zi W Q LL W N o Zoz U'my aW N N �wm JwW M Yma NEW SHEET LDEV-011220-2019 V !!D) ^^ I W C VJ +( t i I ks4i2iDO bS lflBY LT`_ i T �•, I urI Voc 3 T O g J Hl0 1 J wit 19 E-4NCROACH Y MAIN7 ANCE�� e'— AND REMOVAL COVENANT FOR PRIVATE y e -IIPROVEMENT,i WITHIN PUBLIC RIGHT OF WAY_1 _ .u. ..,.,.>-•� r ff I PROJECT i U) I BOUNDARY ' I n i- l9I + WATER MAIN lR T 1 Al BEND 82 57 f IF / 1 I s i T / 0 =FOR GRADING ANDNTS,REFERTO04-118059 / y FOR ONSITE GRADING PLANS, REFER TO �r v CITY DWG. NO. 14203-G s, \ T A LDIRECTEDRE WiOi �fi TEE PLAN N SURFACE SURFACE ) REFER TO SECTION 03NO OF SPECIFICATIONS ) THRUST BLOCKS AND ANCHOR ELDERS SHALL BE SIZED BY THE DESIGN ENGINEER IN ACCORDANCE WITH SECTION 5.2 OF THE WATER AGENCIES' STANDARDS DESIGN GUIDELINES TWADGI ) THRUST BLOCKS SHALL BE CENTERED ON THE FITTING $0 THAT THE BEARING AREA IS EXACTLY OPPOSITE THE RESULTANT DIRECTION OF THRUST ) CONCRETE SHALL BE PLACED 50 THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT ) ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL ) FOR MINIMUM CONCRETE CURING TIME REFER TO 5EC71M 03M OF SPECIFICATIONS ) FOR ADDITIONAL THRUST ELDERS SEE WT-01 II OF 31 AND 13 OF 3) I DETAILS SHOWN ON WT-01 1I OF 2) AND (3 Of 3) ARE SCHEMATIC ONLY. TEES lvi 8` 12 16 9 A.S CROSS 1o* 1 24 13 �! 6S CJ C� TEE ELEVATION 12' 24 33 19 $5 �0 450Am lib") MINI M INTO NA IV MA R AL REDUCER CAP/PLUG SE SHORT LEND END CAP $ TABLE BASED ON SOIL BEARING PRESSURE OF 1,500 PSF �O AND 225 PST LINE PRESSURE s 9 DETAILS SNOINN ARE SCHEMATIC ONLY. REFER TO NOTES ON WIT-01 12 OF 3). FOR ADDITIONAL THRUST BLOCKS SEE WT-01 I3 OF 3) W CONCRETE THRUST AND ANCHOR BLOCK INSTALLATIONS WATER AGRNCDIS STAND R CONCRETE THRUST AND ANCHOR BLOCK INSTALLATIONS COY91TtEE 6PPBOYA4 i noDT DELWINO NUYBL& Oil+ OF 31 CAUIION I EXISTING UNDERGROUND UTIUnES AND FACILITIES SHORN QV NS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE IATIC IN NATURE THE PLANS MAY NOT REFLECT ALL DUSTING U CON7RAC70R TO CONFIRM LOCATIONS OF ALL EVSTNG UTILITIES P TO START OF WORK AND NOTIFY ENGINEER OF WORK Q• ANY OLSCR pES. N0TE1 CONTRACTOR TO COORDINATE WITH UTILITY AGENCIES FOR ALL WORK ASSOCIATED WIN DRY UTILITIES BaTBNE CA VIION I EXACT LOCATION AND DEPTH OF EXISTING U7I171ES IS UMGNOWN. CONTRACTOR TO VEMFY AND PR07ECT DURING CONSTRUCTION. NOTE DEPTH OF DRY unLITY LINES RALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAV RECORD DRAWINGS A POTHOLE REPoRT was PREPARED SOME UVTUM ON 1FIE PROECT. CONTRACTOR ro FlE-D. NOTE FOR S WITHIN TRENCH RESURFAONG LIMNS CONTRACTOR TO ADJUST TO ALL EMS7ING STRUCTURES MANHOLE RIMS, CATE VALVE LIDS ETC. IN EXIST. PARKING LOT AND VERIFY UNITY LOCATIONS PRIOR 70 CONSTRUCTION. NGE NO. DESCRIPTION APPROVED DATE BENCHMARK N 7-6-20 DESCRIPTION:2'IRON PIPE BRASS DISCSTAMPED ENC31 LSDV LOCATION: EAST SIDE OF NB HWY 101, OF CHESTERFIELD AND W OF THE NORTH ENO OF GUARDRAIL _ CTEVEj 2 - RECORD FROM: ROO 18416 ELEVATION: 73612 DATUM: NAVD88 WATER CURB DATA CURVE PUBLIC N0. DELTA RADIUS LENGTH REMAPo(S Cl 02'43'S0' 139289' 88.35' 6' TYPE 'C CONE. C h C AGENCIES TEE W �n I TY?II:AL DEEP CA TA BROW DITCH) 0 O ACCOMMODATE KEY® NOTES (IMPROVEMENTS) CONTINUED KEYED. NOTES (IMPROVEMENTS) EXSTNG IRRIGATION Sl'Rw(r WITH EXISTING IRRIGATION METER 1❑ PROPOSED 6' CURB AND G UTTER SD ON NO. N0. C-02 BOX (1 1/2' WATER METER, N0. 130H388) ro REMAIN 2❑ PROPOSED CONCRETE SIDEWALK PER D °TUG NA G-07 5 EXISTING 2' WATER BACKFLOW PRfVENTQP (PV7J ro REMAIN 3 NOT USED i d PROTECT IN PLACE INSTALL 4" PVC SEVER LITERAL PER SORSD 53-01 0 PROPOSED TRENCH RESUR © INSTALL SEVER LLEANOUT AND CONNECT ro E11157WG 4" PVC (� CITY � ENCMgTAS TCJNG )key MATpI PRQWOSEO MIPROYSEVERLITERALREFER TO DSA N0.01-1I8059, LE IN=81.15AND LE WT=8I.05PROPOSED SAMCUT TINE 82CONNECT roEXISTING EX8' 4CP SXR PER ENGG W.O. 76-T904,�EA131ING 9DEWALK TO REPLACEEXISTNG SPEED TABLE 17 ® FASTING CURB/CURB GUTTER TO BE REMOVED 99 EXISTING SIDEWALK TO BE REMOVED ❑9 INSTALL nrlALL 6' FIRE H T ASSY (COIIffROAL• KIT!-1 1/2' OUTLETS �� ` •. 6 �.., o. f AND ONE-4' PER WAS LAND VIANF-01 (OEiAd THIS SHEET). . z© Exisc ORIVEwar TO REPLAN, PROTECT -IN -PUKE sra 4+61 ITS 2754' Rr, NP-a FLaNt,E ELEvatroN (87.77-eB27) PROPOSED CONCRETE BROW pICN 0 FIRE SERVICE NET TAP CONNECTION WITH GATE VALVE (SHOWN FOR REFERENCE ONLY, SEE GRADING PLAN I4203-G) -02 AND THRUST BLOCK (ARE4=12 SF.) PER WAS ON N0. -OI (DETAIL INS SHEET), iP TO MATCH EXISTING PROPOSED FIRE SERVICE NET TAP CONNECTION WITIi CAIE VALVE PER WV 02 AND THRUST &.0(3( (AREA 12 SF.) APN 280-271-0T lN'DD SERVICE ALERT PER WAS ON N0. WT 01 //ETAI lips SHEET), iP TO MATCH EXISTINGn INSTALL6' FIRE SERVICE PER was DWc No. Wf-a5 CALL BEFORE YO G AND INSTALL 6" RPDA PER WIT O? CALL PROPOSED PROPOSED STORM DRAIN CURB OUTLET 3' OPENING, (TYPE A) � PER SOFSD ON NO D-25. STA 4N211.38, FL 7d9t .t (BACK OF CURB OUTLET RAISED TOACCOMYOOATE 12-A'G7 a x en OR zv-2eoo mow aTaq 4c DAYS BEFORE YOU DIG PROROSED STORM GRAIN CUB CUTLET 3' OPENITIC(TYPE A) 7'ND ® PER SDRSD ON NO. D-25. STA 43639, FL 7891 \�\r Ivr (BACK OFCURB OUTLET RAISED 12—NIGH DEEP \\\ Ip -. �... -- <\ \ �. � " �; •. ® EXISTING 1" WATER SERVICE TO REMAKE & PROTECT IN PLACE Y15 \'L`•� � �. d' APN 260-271-08 ® EY/STINC 2" WATER METER (N0. I3p41462) TO REMAIN R PROTECT IN PLACE PROPOSED STORM GRAIN CURB OflnEi J' OPENING, (TYPE A) `-' \ `\ i \\ S -,, c l b' -., •, PER SORSD ON N0. 0-25. CL STA 4+2781, RN (79.71), FL 79.07 18 1 y PROPOSED STORM GRAIN CURB gIILET J' OPENING, (TYPE A)) \ \. PER SDRSD DWG N0. D-25CL STA 4+3292 RIM (79.8t), A79.14 Evsmrc CURB AND alrrzx ro RBuK PRo>£crW Pair E.VSiWG SIGN DRAW O1F6 O11IEi TO REMAIN��� rY ~ i\\� .•, war f� ..� � EMSDNG SEVER MaNIfgE (PUBIC) TO REMAW4 PROTECT Al PUCE AWN 29 ,, f" „c ` • ,✓ _ - \ '• " fi;\ 'A�\ o-z71-ie EXISTING FIRE HYDRANT 7D REMAIN, PROTECT IN PULE �.'"' � ``Cl`` �, °` /•3\ \, \ �\, _X"\\ 19 ENSUING CHARB.INK FENCE TO REIINN, PROTECT M PUCE ADDI110NAL NOTES 600mm <z I. EXISIWG 2' DOMESTIC WAIF METER AND BA(3(Fl.OW TPURPOSES O REMAIN.--- CIE MINIM tTTP ° 2 THE �1E PMVAIE UTILITIES PRIMATE STORM DRAW SNONN IflRELW J CONTRACTOR I���NOE A SMOOTH �AIN9110V FROM ONE PRrnosm TIP OF „r, .', Wl1ER AND THE EXISiWC ASPHALT AT TIff SANCUT LINE v i y N$ ATF VAI VP; PLAN AREA 'A" ITV?; SECTION WITH REDWOO N13 NiS WEDGES AS 9E0'U TEE WITH BUTTERFLY VALVES ON MAIN SAFE WELL iTPICAI. TIFF WV-01 b wv-02 iTPILA: PLAN SECTION _w TT__ M1Rf— TEE WITH BUTTERFLY VALVES NOTES: 11 E•. Afi,kG AREA "B" MIST BE EQUAL TO DR GP. -EATER THAN THE AREA REQUIRED FOR A `JO' ELBOW INSTALLATION 21 INSTALL SANG GAGS AROUND BJT iERFLY VALVE ACTUATOR TO ISOLATE IT FROM C(MCRETE 31 EFV'S IrvSIDLLED Al' (P.DSSEE OR TEE 3 RECU IRE A FLANGED DUCTILE IRON eP00 TO BE INSTA LED BE IWlEN THE FITTING AND VALVE IN ACCORDANCE- WITH SF:Ci10N 15056 OF THE P CIFICA?i'MS CONCRETE THRUST AND ANCHOR HATER AGENCIES STANDARDS BLOCK INSTALLATIONS codxlraeR APPROVAL I,�m�zooz DRAMING XIIYOERNT—C] i ❑ E1 31 CURB DATA LINE PUBLIC N0. BEMBNG LENGTH REMARKS Li N6373'35W 101.99' 8" TYPE "G CONE C k G L2 N285Y1fW 14.89' ' FIRE SERVICE PIPE DATA (PUBLIC) N0. DELTA RNG RADIUSlENGnI REMARKS F1 N15'0948 E --- 25.55 8' C-900 PVC PIPE CUSS 305 DR 14 F2 N16AS DD E - 22.82' ' "APN 280-271-16 t ';s FIRE SERVICE PIPE DATA (PUBLIC) N0. DELTA RNG RADIUSlENGnI REMARKS F1 N15'0948 E --- 25.55 8' C-900 PVC PIPE CUSS 305 DR 14 F2 N16AS DD E - 22.82' ' "APN 280-271-16 t ';s "APN 280-271-16 t ';s t y Y, j% f \ S ( IF 40 8;t \.\ccSIP IN a r > �' Na c4e3seP' � KETTLER�LEWECK PLAN VIEW (SEESHEET� BF� 3034 SDR 3S 8-70-2020 a * * ENGINEERING 'Pl4 CIVIL Nr 303 A STREET, SUITE 302 0' 10' 20' 40' t: 619SAN 8192B91-9459 SCALE: 1" = 20' www.kWNlWrIWwBCk.COm D sICNEDBv: Y: cRECKEoer. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO �' D' AP OV IMPROVEMENT PLAN FOR: DArE: I9 --_L'� 1888 MONTGOMERY AVENUE 1420 - R.C.E.NO.: C48358 STE WAK DWARDJ. MER CARDIFF SCHOOL DISTRICT Q 4 a7 -1 q clTv L�- N�"w260340-02 9 � STEVEN C. KETTLER EXP.: 8-30-20 DATE DATE I PLANNING CARE NO: 18-120 CDP SHEET 4 F 6 LDEV-011220-201 SEWER LATERAL PIPE DATA (PUBLIC) N0. DELTA SING RApl15 LENGTH REMARKS 51 N547913 E --- 84.03' CPVC PIPE ASTM D AS -BUILT 6-3-21 AS -BUILT 6-3-21 T IRO ' L7J I ENCROA MECH N7 MAINTENANCE MICE) AND REMOVAL COVENANT FOR PRIVATE \ IMPROVEMENTS NTHIN PUB 25528 _ 2019-0W-* 21 yi 20 �l lu� w UJI O - J m LUca WATER MAIN ♦ TYPICAL I BEM z61.1 �I —�—_-- �3C---aJ 83 eM FOR ONSITE GRADING AND IMPROVEMENTS, REFER TO DSA NO.04-118059 FOR ONSITE h/ GRADING PLANS, REFER TO CITY DWG. N0. 14203-G AODITIONA K MHERE DIRECTEO� �+ -LOT TEE PLAN GR NO RESURFACEE I I C0.05S-`T��....... TEE ELEVATION INTO ATHh M A INTO NATIVE MATERIAL REDUCER CAP/PLUG USE SHORT LENGT END CAP u 13 D3 �v • �-- `-III :�I • 0 L —84 A , l4A y I AA off 1 P\� •WI-'7 < L II REFER TO SECTION 03000 OF SPECIFICATIONS IT THRUST BLOCKS AND ANCHOR BLOCKS SHALL BE SIZED BY THE DESIGN ENGINEER IN ACCORDANCE WITH SECTION 5.2 7 THE WATER AGENCIES' STANDARDS DESIGN GUIDELINES IWADGI 33 THRUST BLOCKS SHALL BE CENTERED ON THE FITTING 50 THAT THE BEARING AREA 15 EXACTLY OPPOSITE THE RESULTANT DIRECTION OF THRUST 13 CONCRETE SHALL HE PLACED 50 THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT 53 ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL 63 FOR MINIMUM CONCRETE CURING TIME REFER TO SECTION 03000 OF SPECIFICATIONS 73 FOR ADDITIONAL THRUST BLOCKS SEE IT-01 I1 O 31 AND 13 OF 31 D DETAILS SHOW M MT-01 31 OF 23 AND 13 OF 31 ARE SCHEMATIC ONLY. THRUST AND ANCHOR BLOCKS MINIMUM BEARING AREA IN SQUARE FOOT SEE NOTE 2 MAIN TEES 90 45° 22� SIZE BEND BEND BEND 4' 4 5 3 1.5 6' B 10 5 2.5 8' 12 16 9 4.5 10' 17 24 13 6.5 12' 24 33 19 9.5 s TABLE BASED ON SOIL BEARING PRESSURE OF 1,500 PI °s AND 225 PSI LINE PRESSUREso S• 0 4' DETAILS BROWN ARE SCHEMATIC OLY, REFER TO MUTES M W-01 III OF 3). 8_ 7% FOR ADDITIONAL TNDIST BLOCKS SEE WI-01 I3 OF 31 0^ CONCRETE THRUST AND ANCHOR WATER AGBIICI� STANDARDS ^. CONCRETE THRUST AND ANCHOR COMMITTER APPROVAL Ivl6rzoo7 $> BLOCK INSTALLATIONS ,M BLOCK INSTALLATIONS ORAWIRG RUYBWWT—D 1 n 6 31 : CAUTION I NOTE EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS CONTRACTOR TO COORDINATE NTH UTILITY AGENCIES FOR ALL WORK HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMATIC /N ASSOOA 7ED NTH DRY U77LI71ES NATURE THE PUNS MAY NOT REFLECT ALL EXISTING UBLTBES CONTRACTOR TO CONFIRM LOCATIONS OF ALL EXISBNG UTILITIES PRIOR TO START OF WORK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES EXTREME CAUTION I EXACT LOCATION AND DEPTH OF EXISTING UBUBES IS UNKNOWN. NOTE CONTRACTOR TO VERIFY AND PR07ECT WRING CONSTRUCTION. DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRANNG& A POTHOLE WATER AGENCIES STANDARD3 COMMITTEC APPROVAL: 11/16/2QQT m (TYPICAL 91 SECTION NTS TEE WITH GATE VALVES 64 oa PLAN AREA 'A" ITYP; SECTION WITH REDWOOD 4T5 CUTS WEDGES AS REO'D TEE WITH BUTTERFLY VALVES ON MAIN GATE WELL TYPICAL SEE WV-01 8 WV-02 I _ I SAND BAGS TYPICAL PLAN SECTION NTS— NT5 ' TEE WITH BUTTERFLY VALVES NOTES: II BEARING AREA "B" MUST BE EQUAL TO OR GREATER THAN THE AREA REQUIRED FOR A 90- ELBOW INSTALLATION 21 INSTALL SAND BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISOLATE IT FROM CONCRETE 31 BEV'S INSTALLED AT CROSSES OR TEES REQUIRE A FLANGED DUCTILE IRON SPOOL TO BE INSTALLED BETWEEN THE FITTING AND VALVE IN ACCORDANCE WITH SECTION 15056 OF THE SPECIEm CONCRETE THRUST AND ANCHOR WATER AGENCIES S BLOCK INSTALLATIONS COMMITTEE APPROVAc DRAWING NUMBERWT— CURB DATA LINE PUBLIC NO. I BEARING I LENGTH I REMARKS L1 N63'33$5-W 1 101.99' 6" TYPE "G' CONC. C & G L2 N265Y11'W 1 14.89' 1 ' FIRE SERVICE PIPE DATA (PUBLIC) N0. DELTAIERNG RADIUS LENGTH 1 REMARKS F1 115-09.48°E - 2!1 6' C-900 PVC PIPE CUSS 305 DR-14 F2 I N16-03'08°E I - 22.87 1" D U) 1''1''1 W REPORT WAS PREPARED FOR SOME URURES ON THE PROJECT. CONTRACTOR TO FIELD VERIFIED. NOTE FOR AREAS WITHIN TRENCH RESURFACING LIMITS CONTRACTOR TO ADJUST TO GRADE ALL EXISBNG STRUCTURE$ MANHOLE RIMS GATE VALVE LIDS ETC IN EXIST. PARKING LOT AND VERIFY UTILITY LOCABOVS PRIOR TO CONSTRUCTION. CCHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1 cn 1 ADDED NEW SHEET SR 7-6-20 DESCRIPTION:2'IRON PIPE BR/SS DISC STAMPED ENGiLST322 LOCATION: EAST SIDE OF NB HOMY 101, OF CHESTERFIELD AD W OF THE NORTH END OF GUARDRAIL p �Ifl`z✓7- 05-24-21 2 AS -BUILT$ S 6-$-21 PUBLIC STEVEN C. KETT E DATE 6-3-21 PLANNIN RECORD FROM: ROS 18418 ELEVATION: 73.612 DATUM:NAVD88 REV E SENIOR ENGINEER DATE SPECTC KEYED NOTES (IMPROVEMENTS) CONTINUED KEYED NOTES (IMPROVEMENTS) ® EXISTING IRRIGATION SERVICE NTH EXISTING IRRIGATION METER ❑1 PROPOSED 6' CURB AND GUTTER PER MRSD LING NO.. G-02 BOX (i II WATER METER, NO. 13041368) 70 REMAIN ❑1 PROPOSED CONCRETE SIDEWALK PER SDRSO DIG NO. C-07 Q EXISBNG 2- WATER BACKFLOW PREVENTOR (PVT) TO REMAIN ❑3 PROPOSED 24' CONCRETE DRIVEWAY (TYPE A) PER SDRSD ONG NO.. G-14A & PROTECTIN PUCE © INSTALL 4' PVC SEVER LATERAL PER SDRSD SS-01 ® PROPOSED TRENCH RESURFACING 23 INSTALL SEVER CLEANOIUT AND CONNECT TO EXISTING 4' PVC (PER CITY OF ENCINITAS TRENCH RESURFACING DETAIL) SEWER LATERAL, REFER TO OSA NO. 04-118059, LE IN=81.15 ❑5 MATCH PROPOSED IMPROVEMENTS TO EXISTING AND I.E. OUT=81.05 © PROPOSED SAVC'UT LINE ® CONNECT TO EXISTING EX. 8' VCP SIR PER ENGG W.O. 76-2904, 7� DUSTING SIDEWALK TO REMAIN, PR07ECT IN PUCE (LE IN=79.6i) g EXISBNG SPEED TABLE TO REMAIN 2© EXISBNG CURB/CURB GUTTER TO BE REMOVED 26 EXISBNG SIDEWALK TO BE REMOVED 9❑ INSTALL 6' FIRE HYDRANT ASSY (COMMLRGAL: rW-2 112' OUTLETS AND ONE-4' CURET) PER WAS DOW NO. NF-01 (DETAIL IRS SHEET), STA 4+61.67, OS 1T54' RL KF-04 FIANCE ELEVATION (87.77-8827) 2® PROPOSED CONCRETE BROW DITCHWI RAP RAP PLACED ON THE CONCRETE PROPOSED FIRE SERVICE VET TAP CONNECTION NTH GATE VALVE ® (SHOW FOR RUTR04CE ONLY, SEE GRADING PLAN 14203-0) PER WV 01 AND THRUST BLOCK (AREA-11 SF.) PER WAS DWG NO.. 00 EXISTING CHAIN LINK FENCE TO BE REMOVED WT 01 (DETAIL THIS SHEET), 7P TO MATCH EXISTING 00 PROPOSED FIRE SERVICE MET TAP CONNECTION NTH GATE VALVE CA) _ PER WV 01 AND THRUST BLOCK (AREA-12 SF.) 0 / APN 250-271-07 PER WAS DIG NO. WF-01 (DETAIL THIS SHEEI), TP TO MATCH DUS77NG 11 INSTALL 6' FIRE SERVICE PER WAS DWG NO. NF-05 \/ CALL BEFORE YOU DIG AND INSTALL 6' RPOA PER N2-02 2© PROPOSED STORY DRAIN CURB CUTIFT 3' OPENING, (TYPE A) CALL TOLL � PER SDRSD DING NO. 0-25. STA 4+31.39, FL 78.9E ONOR� (BACK OF CURB CUTLET RAISED TO ACCOMMODATE 12-INCH DEEP / BROW DITCH) P / T31V TARBORO DAYS BEFORE YOU DIG ® PROPOSED STORM DRAIN CURB CUTLET 3' OPENING (TYPE A) 6 l PER SDRSD GINS NO. D-25. STA 4+36.39, FL 7893 "1\\ 5 / I \ (BACK OF CURB CUTLET RAISED TO ACCOMMODATE 12-INCH DEEP BROW DITCH) EXISTING 2' WATER SERVICE TO REMAIN & PR07ECT IN PLACE SEE \� \ \ APN 260271-08 ® EXISBNG 20 WATER METER (N0. 13041462) ' 1 \ TO REMAIN & PROTECT IN PUCE THIS SHEET \ \ 19 PROPOSED STORM DRAIN CURB OUTLET 3' OPENING, (TYPE A) PER SDRSD DWG NO. D-25 CL STA 4+2Z9$ RIM (79,71, FL 79.07 I \ \ ® PROPOSED STORM DRAIN CURB OUTLET 3' OPENING`, (TYPE A) 1 16 1 $ 9S \\ \\ \ \\ PER SDRSD DWG NO.. D-25. CL STA 4+32.92, RIM (75.82), FL 79,14 E9S7WG CURB AND GUTTER TO REMAIN, PR07ECT IN PUCE \ 16 EXISTING STORM GRAIN CURB CUTLET TO BE REMOVED 6 I \\ \� DUS77NC SEVER MANHOLE (PUBLIC) TO REMAIN, PROTECT IN PUCE BRN 280-271-16 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PUCE EXISTING CHAINUNK FENCE TO REMAIN, PROTECT IN PUCE \\\ \ n\ ADDITIONAL NOTES: IJIInII \, 1. EXISTING 1' DOMESTIC WATER METER AND BACKELOW TO REMAIN. 2 THE ONSIIE PRIVATE UTILITIES AND PRIVATE S76W GRAIN SHOWN HEREON ARE FOR INFORMATION PURPOSES ONLY. 2 Ybo \ \ \ \ /\, 3 CONTRACTOR TO PROVIDE A SMOOTH TRANSITION FROM THE PROPOSED UP OF GUTTER AND THE EXISTING ASPHALT AT THE SAN,UT LINE 94 18 ,III n.. I ��• 7 c �. � �I X1.S •1. r / L r H W iF t!� I ( Opiei III W � 1 M C ���� N> KETTLER-*LEWECK 3034 SEAR 35 * * ENGINEERING '7E'p, 303AS (EGO, SUITE 1 826 04441 C61921 OALN 269-3459 U 619 269-3444 t. 9 eck www.kettlerew.com DESIGNEDBY: 1 DRAWNBY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: DATE: 06-22-2020 StPNB NcmAyak /A �Jj"'- STEVE NOWAK cam.• EDWARD J. WIMMER ' V, /S /LGu*'z R.C.E. NO.: G48358 CITY ENGINEER STEVEN C. KETTLER EXP.: 6-30-20 DATE DATE SEWER LATERAL PIPE DATA PUBLIC N0. DELTA NG RADIUS LENGTH REMARKS 51 N5419'13'E - - 64.03' 4' PVC PIPE ASTM D PLAN VIEW BE 5A ' SCALE: 111 = 20' O' 10' 20' 40' CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MPROVEMENT PLAN FOR: CA MOF SCHOOL AVENUE ,14� CARDIFF SCHOOL DISTRICT 260-340-02 4A 9 PLANNING CASE NO: CURB DATA CURVE PUBLIC N0. DELTA RADIUS LENGTH REMARKS CI 02'43'S0' 1392.69' 66.35� 6° TYPE °G" CONC. C & G C2 052T50' 1392.69' 13284� " NEW SHEET LDEV-011220-2019 FFE=99.15 A '1 PAD=kuuA), \\` \\ ' V�\� FOR ONSITE GRADING AND IMPROVEMENTS, REFER TO DSA NO.04-118059 FOR ONSITE GRADING PLANS, REFER TO CITY DWG. NO.14203-G PLAN VI SCALE: 1" = Is DESCRIPTION I APPROVED I DATE H i Jo\O EX ftIW 260-861-D8 (If N . 0' 0® DESCRIPTION: T IRON PIPE BRASS DISC STAMPED ENCAl LBT323 LOCATION: EAST SIDE OF NET HNY 101, OF CHESTERFIELD ANO W OF THE NORTH END OF GUARDRAIL RECORD FROM: ROS 18416 ELEVATION: 73.612 DATUM: NAVD88 N CURB RA&MAL SEE 7HAS { �� ,i , rk k I i } I I a'7Lro cmlem ru'- - i� 15 6 1 — s 316 7' J G J EWING 4 " HULDING F KEYED NOTES (IMPROVEMENT3) ....... - _....._L.. PROPOSED 6" CURB AND GUTTER PER SORSD DNC N0. S/ 20 OUSTING CLVICREIE RIBBON WlIER TO ROAAIN CT N CE i ° P 1 i . A y 3❑ PROPOSED WFB RAND (IY;PROIEpCT ) ER SIR NO. G-27� ING ./f+" , 0 MATCH PROPOSED NMPROV EWING PROPOSED SAKWT LINE i hrj��P yea EXISTING SKIEWA BE RDVOVD AND RECOVS7RUC7ED 1 1' ri tr 8❑ EXISTING HYDRANT TO REMAIN. PROTECT IN PUCE �i_ \v Ik �\ �7h ❑9 CONCRETE CROSS GUTTER TO REM AIL PROTECT N PUCE _ 2 z4o0 10 I NG PEDESTRIAN CROSSING (WIND PUSIIC) TO REMAIN, yT PR07ECT IN PLACE REPAR/REPLACE DAMAGED DOW PUSRC y 11 EXSTING CHANSINK FENCE TO REMAIN, PROTECT IN PUCE P EWING POKER POLE WIN SWEET UGHT (COBRA) TO REMAIN, PROTECT IN PUCE ERSING WAFER SERVICE WTH EVSRNG WATER METER BOX (5 2I WADER METER. NO, I3040826) TO REMAIN, PROTECT IN PUCE rA y 14 EWING DROP OF AREA TO RERAN. PR07ECT IN PUCE kti 15 PORON OF EXISTING CONCRETE CROSS GUTTER TO BE �x� I"^ d REMOVED AND REPLACED /N KIND REMOVE EWING CURB RAMP (NO TRUNCATED DOME) EXISTING STREET LIGHT TO REMAIN, PR07ECT W PLACE r _ /"rr + �\ - `�P' B• 1�'- `,:� `�'�-. - iB EXISTING STREET LIGHT PILLBOX TO REMAIN, APN728(i-940-pi PR07ECT IN PUCE NOTE: I. THE ON ARE FOR N UPURES AND PRIVATE ONLY DRAW SNOMN ,, n - ,1 f I 1 � � v i..t "'t � .�;`-•�� A �s y ,�., `:(,/� ,�� HEREON ARE FOR N'FO%IARON PAS ON.Y. 2 CO TRACTOR 70PROMDE A SW07H TRANSNR FROM THE PROPOSED LIP OF GUTTER AND THE EWING ASPHALT AT THE SAI CUT LINE. J CONTRACTOR TO PR07ECT EMS7M SIDEWALK ADJACENT TO NEW WFB AND GUTTi CAUTION I EXISTING UNDERGROUND U71UAES AND FACttITIES SHOW ON ® THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS 0' 10' 20' 40' AND ARE S00WIC IN NATURE THE PUNS MAY NOT REFLECT ALL EXISING UnURES CONTRACTOR TO CONFIRM LOrAn0NS OF ALL EXISTING U77LIlIES PI TO START OF WORK AND N077FY ENGINEER OF WORK OF ANY DISCREPANCIES. — - — IdOMiGOMERY �,%'� I I RIBBON GUTTER 3 �,� AVENUE m g NOTE \ . i • �C Y�" YOS'� / '�°' �„ C Lt w� €T. DEPTH O' DRY UTILITY ONES ARE TYPICALLY 2' ro J' DEEP. n 7aoz ± g C I EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS ' S ` III II II A Pul I REPORT WAS PREPARED FOR SOME UTILITIES ON 7HE LL 5 `` I \\\ ' I I (1—T _ P ( PROJECT. CON7RACTDR TO FRO VERIFIED. 9 z 2 �i1 1 �1i Y 4 ti tt '< Ii 6p N u EX R1W PLAN VIEW SCALE: 1" = 20' r------Y9 -------fir 1=6' 0"B " \Y, ?/ 9 o q v 9 P I FOR AREAS WHIN FRENCH RESURFACING LIMITS CONTRACTOR TO MANHOLE PQ - ;/ TC jp5' 105•15 I I \ - . v< v\- _ P �'+\-P -./ "* - 72 C3 & rk�P 9. - - I ADJUST STRUCTURES; 4 iCAE VLL Ull ETC EXSTPARKILOT AND UTILITY LOCA71ONS PRIOR 70 CONSTRUCTION. TO 105 �[r miff 1a� f05.i8 I I FIT t �aUABN7Y 1LT CONTRACTOR TO COORDINATE WITH UTILITY AGENCIES FOR! ALL MWK ASSOCIATED WTH DRY UIiURES. P II \ g J j �y- / �' EXTI'�E CAUTION I J - / �, / IX R/M'� .........-.. I EXACT LOCATION AND DEPTH OF EXISTING U71U71ES IS UKNOKN. I% TO 105.6 15 I) _ .....-_ 4 Y . di' / �R9 %..._.._ _ _ I CONTRACTOR ro VERIFY AND PROTECT DURING CONSIRUC71ON. I I W i 1- `\ No, 0 9W APN 286840.01 �1 JVf I J y IT 7&67 n, �\j\�\(`i i a r •Ion ;F0 I.e tl�/ i q5 OJi I Fro laff 7&19_ I.5[ F I �.••/// Q�. l iP ............... ILIA Ill. i _ ......_.... CURB DATA CURVE PUBLIC NO. DELTA RADIUS LENGTH REMARKS C1 06'04'40' 12061 127.99' 8' TYPE'G" CONO IF G C2 81'4740' 34.00' 48,50' ' C3 055P19' 51390' 3211W C4 89'4VW 2500' SUMO'cs 17 z4'sa 7 00' 2.13' CURB DATA LINE PUBUC N0. BFAWNG lENG1H REMARKS L1 I N625093-E 1 13.73' 6" TYPE -Or CONC. C & G L2 114261 101 1' L3 IN3M58wE 1 12.41' - UNDEFKFIOUND BERVICF. ALERT C61CTLIPi C A,,` I �9, �0�1R0It�tt§, CALL BEFORE YOU DIG CALL 7ML EwEe it 80 OR }'wD-2U-iaD Q r J 7 _A�. 77pWBJ ` t I a5� 1WOWNG DAYS BEFORE YOU DIG k /y Epp p��� —.asp_ — CURB RAM AIL, B SCALE 1 =5 Q RgOFESS/� C KETTLER-LEWECK -$�� L— ENGINEERING ---------------J * 303 A STREET, SUITE 302 Cl RAMP DETAIL A �. CIVI J ./h, 101 t: 81 26 DIEGO, CA9269 3459 SCALE: 1 �5 OF CHIN* www.k ttlerlleweok com AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TNT. D PLANS PREPARED UNDER SUPERVISION OF RE CO A V IMPROVEMENT PLAN FOR: 05-2421 UBLI INKS GATE: L-$ -�i �� 1888 MONTGOMERY AVENUE 1420 DATE PLANNING R.C.E. NO.: C48358 S _ VOWAK DWARDJ. ER CARDIFF SCHOOL DISTRICT 9 6-3-21 cn CITY N NNE 260-340-02 _ REV ER �� EER DATE covrrno STEVEN C•KETTLER EXP.: 8-30-20 DATE 1 DA PLANNINGCASENO'. 18-120CDP SHEETSOFS-11 LUEV-U11 22U-2U1 9 .0 FOR ONSITE GRADING AND IMPROVEMENTS, REFER TO DSA NO.04-118059 FOR ONSITE GRADING PLANS, REFER TO CITY DWG. NO. 14203-G FFE=99.15 PAD=(98.5) r I SEE 918:E1 6 Oc 6 FOR PROPOSED FIRE, SERN5E5 _ PLAN VIEW SCALE: 1" = 20' 4A Al Yam -I I \Qm mu I E SEC770I raIL ON EET 6 �\cu RAMP DEVIL A JI 'SEE THIS SH� � �o `?22 i III _ n If I S 1 WN11 APN 260-Ill L F L II l l \ CtTtU NU I tS IMYHUYtMl I U \ \ \ s: / I \ 21 EXISTING CHAIN LINK FENCE TO ❑ ❑1 PROPOSED s' CURB AND GUTTER PFR SDRSD DWO NQ G-Oz N s — 1 \ \ / / ® BE REMOVED AND RELOCATED '� I 1 \ I ❑ — — s A 2❑ EVSIWG CONCRETE RIBBON GUTTER TO REMAIN, PROTECT N PUCE < \ \�^ \ S 22 INSTALL NEW CHAIN LINK FENCE D I Pill. I \�— ❑3 PROPOSED CURB RAMP (TYPE A) PER SORB DNL N0. fr27 3 ��— / ® EXISTING CURB TO REMAIN, PROTECT AN PUCE IX R/W \ \ — _ Q MATCH PROPOSED IMPROVEMENTS TO EXISTING PROPOSED SAWOUT LANE / I 8 — �� I \ 5 e, i / / ❑7 EXISTING SIDEWALK TO BE RENOVID AND RECONSTRUCTED \ zs III 8❑ EXISTING FIRE HYDRANT TO REMAIN, PRO ECT /N PLACE's (`+ i4 �` a \ I (\ \ ❑9 EXISTING CONCRETE CROSS GUTTER TO REMAIN, PROTECT IN PUCE i+ g- E S EN _ >,P 1.l.pO _'' \ \ �\ 10 EXISTING PEDESTRIAN CROSSING (MERMO PLASTIC) TO RE All 9 y $ \�� \\ PROTECT IN PUCE. REPAIR/REPLACE DAMAGED THEW FL4l EXISTING CHAINUPO FENCE TO REMAIN, PROTECT IN PUCE 5 1s j\8 8 1 *� 4—Ws"nc EPRocrPomacWTN STREEr ucHr (caeRa)TD REMAIN, 3, — _ _ _ _ _ 19B1y07, EVS77NGGWATER SERVICE WITH EXISTING WATER METER CURB R SEE THIS TAIL I -_ --- - �\\\ qs \ \ \\\\ I PR07(1ECT INWPLACEATER MEiER, N0. 13040826) TO REMAIN, EYJS77NG DROP OFF AREA 70 REMAIN, PROTECT /N PUCE REMOVED AND REPLACED �IN OCRO55 GUTTER TO BE REMOVE EXISTING CURB RAMP (NO TRUNCATED DOME) q I I - - \h �FN\ \ ❑ 8 I EXISRNG STREET LIGHT TO REMAIN, PROTECT IN PUCE 8 11 1 _ I >%(ram / 18 EgXXISTING STREET LIGHT PULLBOX TO REMAIN 54.77 1289 LT J APNI Z® \ \ , \ \ \\\ S �"ry\� \ ` \ P[[�IEN ill H EXISTING PEDESTRIAN RAMP AND STREET CROSSING PER 6 5 \ \ \ \q \ ��� SEPARATE PLAN BYOTHERS. SHOWN HEREON FOR ^ 9 7 T �I \ \\ REFERENCE ONLY. EXIT NLY. \ 1 ` ` / - \ \\\ \ V >6 �><s� �\ I HEREON ARE FOR INFOWATION PURPOSES O w (30' (30') < C \ \ 9 \ �r 2 CONTRACTOR TO PROWDE A SMOOTH TRANSITION FROM THE PROPOSED H( m) \\ \\ \ \ LIP OF GUTTER AND ME EXISRNG ASPHALT AT THE SAIi LINE. 3. CONTRACTOR TO PROTECT EXISDNG SIDEWALK ADJACENT TO NEW CURB IX R/IY / /-'-�_.,..� �� vx_A AND GUTTER. CAUrbNI PLAN VIEW EXISTING UNDERGROUND U77LI71ES AND FM AVAIL SHOWN ON ® THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS SCALE: 1 " = 20' 0' 10' 20' 40' AND ARE SCHEMATIC IN NATURE HE PLANS MAY NOT REFLECT ALL E)OSRNG UTILITIES CONTRACTOR TO CONFIRM LOCATIONS OF I \ ENGINEER OF WORK PRIOR ANY DISCREPANCIES WORK AND NORFY \ r^-- --<— _-------��— oil MONTGOMERY — - --- B \ 1 1 I I RIBBON GUTTER a AVENUE s I NOTE 21 I 1 \ $ \ \ �08'198 / i '� \ ll � `Q DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' 7O 3' DEEP. \ a 1i 1C 7O I \Y/ �� H� hi Lw \ Fl. 78.01 _ ice`' EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS \ \ I III II II II II II — I I A POTHOLE REPORT WAS PREPARED FOR SOME UDUTIES ON THE tillI I 1.1)X R R _ _ \ - -- II PROJECT. CONTRACTOR TO FIELD VERIFlED. 5 \ \ IS N 9 e v c O75% q' - J 286s 22x - (I.7X/ 6 1110 \$ \\ °��' `\ 2�0� I J as P NOTE �� 0 '���, ° �/ 4 4 f9 ? p a P FOR AREAS WITHIN TRENCH RESURFACING LIMITS CONTRACTOR u� $ Ri & I TO ADJUST TO GRADE ALL EXISTING STRUCTURES MANHOLE .18 \� >� AS>B7d PA rZ?.P < ` RIMS, GA TE LIDS, ETC. IN EXIST. PARKING LOT AND O \ v J 105I ± ! g', Ei I VERIFY VALVE U77UTY LOCATIONS PRIOR N CONSTRUCTION. TC I W.55 I P PRO,ECT 7pH,.n P 10521 & / \\ I1 = II — II CONTRACTOR TO COORDINATE N17H URLITY AGENCIES FOR ALL O + \\I I BOUNDARY 1 / s 'ii HP 10568, FL 10518 I I A3'7Q0j J _ ik �� ee a P j/�/ / vwi I WORK ASSOCIATED ORD DRY UTILITIES. THU7 I ZY6g0 9.5X 7&O3 11i I WFE E CAUTION I SEE PLAN VIEW FOR HENCE INFORM TION .. TU I Qy, d EXACT LOCATION AND DEAN OF EXISTING UTILITIES IS UNKNOWN. _tea la 1105.15// i 7 _ I CONTRACTOR 7O VERFY AND PROTECT DURING CONSTRUCTION. 7p ESN ' W l SS' 7=6' 0 9X I fn - >,>00000 1117819) <P - a. / 7g 0 Al 2001 ; I - 7BJf P J `� CURB DATA CURVE PUBLIC NO. DELTA RADIUS LENGTHI REMARKS C1 O6'04'40' 1206.75' 127.99' 6' TYPE 'G' GONG C A G C2 81'43'40' 34 m 48.50' C3 05.51'19' 313.90' 3208' C4 89'49'S0' 25.00' 39.20' , C5 1774'54' 1 Z00' 2.13' EX R/W I / '43' / Iy l J Y 0 3X I I I ITC 7a69 ILIP 781.1 P 1 0s 79.68 PCR IC 7d6719 I FS M TAX _ I f`'j6 �, l 1 1 I I I CURB DATA UNE PUBLIC N0. BEARING LENGTH REMARKS Nfi2 5013'E 3.73' 6' TYPE 'G' CONC. C A G 1 L3 N30'05'WE 1 12.41, urneloRCUND SERVICE ALERT / �P (F3• CALL BEFORE YOU DIG CALL TOLL Fill ON OR 1-800-227-20M waeKING DAYS BEFORE YOU DIG �yzD7i L-----I --------------� all; � CURB RAMP DETAIL B J SCALE: T"_5. Y % 40, �,.`'?���RROFCss1o,1,� KETTLER-*LEWECK No. C483M 1 m L ENGINEERING 6 D -30 202D a 02 CURB RAMP DETAIL A GIYI� * 303 A STREET, SUITE 1 S26 -3444 1 CA 92101 q 1: 619 ww.ket44 I f: eek 269-3469 SCALE 1'=5' /F Oc �,1F� www.kettlerleweck.com DESCRIPTION APPROVED DATE I BENCHMARK HEET SRN 7-6-20 83-21 DESCRIPTION:2'IRON PIPE BRASS DISC STAMPEDENCif L57322 LOCATION: EAST SIDE OF NB HAY 101, OF CHESTERFIELD AND W OF THE NORTH END OF GUARDRAIL RECORD FROM: ROS 18416 ELEVATION: 73.612 DATUM: NAVD88 AS -BUILT APPROVALS Ltt "l ✓oT: 1 L,rRTT"or: 1 liDLI.R[V ET: ENGINEERING DIVISION APPROVALS 05-24-21 INT. I D PLANS PREPARED UNDER SUPERVISION OF �//, DATE: 06-22-2020 -�, /LLJ,�•L R.C.E. NO.: G48358 STEVEN C. KETTLER EXP.: 6-30-20 RECOMMENDED: APPROVED: SteAoP NUW0.IV SIEVE NOWAK fpF- CITY EN J. WIMMER CITY ENGINEER DATE DATE PUBLIC RKS CTLER DATE 6-3-21 PLANNING REV ER =ER DATE SPECTDR CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ROVEMENT PLAN FOR: 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT 0 SA 9 260-340-02 PLANNING CASE NO: NEW SHEET LDEV-011220-2019 aq !!D^^ v% I 00 C r C/^ PROPOSED sp6cur LINE PCC SIDEWALK CURB & GUTTER 12"-18" JYEYENi C PROPOSED GRIND & CAP 1-1/1 3{ A.C. PAVEAIETNT TT . • . MATCH EXIST. +1' 1� ( C all ¢ I ( 6' CLASS I BASE SDEWALK SECTION 'A -A' NOT TO SAIICUT, A.C. GRIND a OVERLAY AND TOTE HYDRANT GRADE IRANST77ON DETAIL NIr I+ i�n, INCH Of ACF&IEFIT MAINTENANCE BREAKAWAY SPDX 2p- { vW0 REMOVAL COVENANT FG4 PRIVATE W/ BREAK TIFF') i; I(7I j I VEMENTS WITHIN PUBU UVE .2019-0255284 N .4.w... SCALE: 1" = 20' 0.1 DESCRIPTION RISER SPOOL OR BREAK 711 11 aI OF CHECK VALVE BODY 1 I 1 ; 6 WM LONG CAST IRON BREAKAWAY SPOIL WITH BREAK OFF WOOVE CONNECT 8 v TO BASE OF THE HYDRANT NTH SHEAR BOLTS STALL FACE UP. THE BREAK OF I 6 .-.. -. { CHECK VALVE OR EXTENSION RISER SPOOL AS REQUIRED SHALL BE NSTAIIED WIN FLANGE 2-112 INCHES ABOVE THE CONCRETE PAD. THE RISER SPOOLS SHALL BE l I -. _• . -. -• NON -GROOVED STANDARD SPOOLS NTHBLEAR El FACE DOWN WAR BOTS AJ07) SILL BE 314 NCH NC INTEND J-1/2 NCH MINIMUM LENGTH -Lti (3I/64 NCH DIAMETER HOE 2 NOES DEEP N BOLTS MVM20 AM BORING, . 66 THE HOE STALL BE FILED WTIN CREASE BEFORE NSTALLABON) ----= TIRE HYDRA NT DUAL (WAS DWG NO. WF'-01) / NOT TO SCALE l l b < ` FLA 7SWEN-YIN ANCE': Err" 2+00 - wmY4 Ex s 3 t I EX APN 250-36f-p1 ,5 , ,t- '" FLpMLE.SEE ,AXE 3 ERECTION ":" ftEW.Ytt11 vA - I255VR ELAN ,3oRn 3, RE}RR TO SECTIR: LINO OF SPELIFlwIO S 21 aVMJNT PLODS bflC W INTENDED 10 PROVIDE RWET RESIRAINT OMEN VALWIL ARE OPERATOR, IN LOCATIONS V PRF VATIES AVE TAT WCATLT A AUNT RS POP[ I'ITT INC PS ARE DriiET14IR .WI PRiPlUa VHd SHOWS" REYMt TOWS, a mVi ORE RCA11REV INSIEAJ 7F SUPPORT BLW6s. ALL LRUI£E, 0 XOfiN lHA L AMP PROM AROVA THROM MCKS IS C'09FAACE Mlil. 4Et 1. Y % S OF LINE VAT€R 4r NC !O 514KNATIS MIDI 01310E *5 NHAGi t P P A Poq KITED JNOuiONBEC t A11 V LTA -E I00 SWARTH BLOCK] .LING f WALL RE REPAo K t iY Mil L SGLL kM TALKED RE E VJ 4ALVES VIOL R_ InGSEVIOC E05 O ON Sf JR R(AL G S AgNT lj�' YJA MINIMA136VY5FTC SURINGiI1C q£rER ID $EGJiAN �We IiF SPi'1KItAYIONS EATNB AGWNt1H$ STANDANDB. VALVE SUPPORT BLOCKS EDYREYTAC wrwva� anaR* RRAVInL NUN664. WT-02 FOR ONSITE GRADING AND IMPROVEMENTS, REFER TO DSA NO.04-118059 FOR ONSITE GRADING PLANS, REFER TO CITY DWG. NO. 14203-G _ I FlRE SERVICE PIPE DATA (PUBLIC) N0. DELTA/BRNG ADIUS LENGTH REMARKS F1 N46-42.45-W I --- 46.61' 6' C-900 PVC PIPE CLASS 305 DR-14 F2 I N46.42.45'W I --- WATER SERVICE PIPE DATA (PUBLIC) N0. DELTA RING RADIUS LENGTH REMARKS IT I N46 3 W --- 43.43' 2' COPPER PIPE, SOFT SEAMLESS STRAIGHT LENGTHS TYPE K) SEWER LATERAL PIPE DATA (PUBLIC) NO. DELTA G RADIUS LENGTH REMARKS S1 N441125 --- 37.73' 70ST. 4' SEXIIt AT' ABO-IN-PLACE 52 N2016.07-E --- 59.91 6" PVC PIPE ASTM D 3034, SDR 35 CURB DATA CURVE PUBLIC NO. DELTA RADIUS IFIRGTH REMARKS C1 I 39.26'OD' I 1000' I 6.1RI 1 5' TYPE 'G' C011 C & G CURB DATA LINE PUBLIC NO. BEARING LENGTH I REMARKS U N26'5Y11'IY 10.30' 6' TYPE 'G' COW. C & G L2 N26'57`11"W 16.05 " L3 N43024'31'E 34.00 ' L4 N4324131"E 7.00' ' US N482431'E 42.81, ' L6 NOT4009'E 1.34' ' L7 1147'06'07'E 1.36' ' •_-• • • _ CALL BEFORE YOU DIG I, RKING Dik� BEFORE YOU DIG �Yl 1 "FFE=92.15 ?r., I P"I -y 11 , _ S ,.,•� O �I YY vlA All l NA 17 OD F r� OCR ,IF ENCNd N.0 ]6 2904 -s- 2 ? "+ 1l 3 l✓ , MOZAFtT AVENUE (Punic rm90-OF-WAY). .- z� � 'S - -- n r• 1 'y�� APF!„28((i's86r81-���i`;.`"' APPROVED DATE BENCHMARK AS -BUILT APPROVALS SRN 7-6-20 DESCRIPTION: T IftON PIPE BRAINS DIMSTAMPED "AT LS]322ell OF NB RAI101.0E CHESTERFIELD AND LOCATION:EAST NORTH O GUARDRAIL NORTH 05-IAIE - -21 UBLA BTEVEN C. KETT ER DATE n Ln �/ ..LVA� 6-3-21 PLANNIN : S RECORD FROM: ROS 18418 RECORD ELEVATION: 73.812 DATUM: NAVD88 REV E SENIOR ENGINEER DATE SPECT( DATE: G-S _n R.C.E. NO.: C48358 STEVEN C. KETTLER __ EXTR,: 6-30-20 pj FFE=95.15 KEYED NOTES (IMPROVEMENTS) C.ALMM 1 1 PROPOSED 6' CURB AND GUTTER PER SDRSD DOG NO C-02 PROPOSED CONCRETE SIDEWALK PER SOR50 DOG Na G-07 EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON TO REH M, PROTECT IN PLACE THESE PUNS HAW BEEN OBTAINED FROM AVAILABLE RECORDS ❑J EXISTING SIDEWALK AND ARE SCHEMA ITC IN NATURE THE PUNS MAY NOT REFLECT ® PROPOSED SANCUT LINE ALL EXISTING UTILITIES CONTRACTOR TO CONFIRM LOCATIONS OF 0 MATCH PROPOSED MPROYflIEN15 TO EXISTING ALL EXISTING UTILITIES PRIOR TO START OF WORK AND N07IFY ENGINEER OF WORK OF ANY DISCREPANOES © PROPOSED STORM DRAIN CIXIB OUTLET (TWE A) PER SDRSD D6U" NO D-28 aSTA 8+7999, F1 But; (BACK OF CURB OUTLET RAISED TO ACCOMMODATE 8-10109 STORM NOTE DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRANWCS. A POTHOLE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PROECT. CONTRACTOR TO FIELD VERIFIED. NOT& FOR AREAS WINN TRENCH RESURFACING LIMITS CONTRACTOR TO ADJUST TO GRADE ALL EXISTING SIRUCRWSE MANHOLE RIMS GATE VALVE LIDS ETC IN EXIST. PARKING LOT AND WRIFY UTUrY LOGA IIONS PRIOR TO CONSTRUCTION. NOTE CONTRACTOR TO COORDINATE WITH UTILITY AGENCIES FOR ALL WORK ASSOCIATED KITH DRY UTILITIES. F eLrEcavTaNI T LOCA71ON AND DEPTH OF EXISTING UTILITIES IS UNKNOWN. ACTOR 70 VERIFY AND PROTECT DURING CONSTRUCTION, DRAIN PIPE) 07 ON97E SIGN DRAM GRAIED INLET (SHOWN FOR REFERENCE QW-h 08 ON97E 8' PAC STORY AN PIPE (SHOWN FOR REFERENCE ONLY) 9❑ PROPOSED Y WA CONNECTION TO EXISTING 6' PUBLIC WATER MAIN. 5 _ ' R1,, TP Bil 10 EXISTING SACKFLOW PRINCIPLE DETECTOR ASSEMBLY M REMAIN PROTECT IN PLACE 11 EXISTING FIRE HYDRANT 70 BE REPLACEDIUPGRADEO TO A COMMERCIAL TYPE FIRE HYDRANT (INU-2 11'2' OUTLETS AND O E-4- OIRE7) PER WAS DRG NO WF-01. STA 5+3540. 27.42RT ACCOUNT f 1117901 TO BE REMOVED MN)-REP61Ef8-NYHi-rt Opp YE-Ptll92 METER/BOX PER WAS DWG N0. WS-02 AND STING 1' WATER SERVICE TO BE ABANDONED AT MAIN. 13 EXISTING SEWER MANHOLE TO REMAW,, PROTECT IN PUCE. (RW 91.61, IE 81.28) 14 INSTALL SEVER CLEANOUT AND CONNECT TO 6' PVC SEWER LATERAL, REFER TO OSA NO. 04-118509. E 84. 10 iS EXISTING 4' PVC SEVER LATERAL 70 REMAIN, PROTECT IN PLACE 16 INSTALL 6' FINE SERVICE PER WAS DOO N0. WF-05 AND INSTALL So RADA PER NR-02 17 PROPOSED TRENCH RESUR'AONG (PER CITY OF ENCMMTAS IRENOI RESURFACING DETAIL) ® PROPOSED FIRE SERVICE TEE CONNECTION (E 6' TEE CONNECnON) 02 NTH GALE VALVE PER WV- AND THRUST BLOCK AREA=8 SF PER WAS DWG N0. WT-0I. STA 6+270 OU 1.43' RT iP 94.61 ® PROPOSED FNff SERVICE TEE CONNECTION (IE 6' TEE CONNECTION) WIN GATE VALVE PER WV-02 AND THRUST BLOCK (AREA=8 SF.) PER WAS ONG NO. WT-01. STA 6+31.91, OS 0.29' RT, IF 94.91 PROPOSED 24' CONCRETE DRIVEWAY (TYPE A) PER SDRSO DVO NO. G-14A STA 5+1849, ITS 20' LT l� 0 EXISTING TRASH ENCLOSURE TO REMAIN. CONTRACTOR TT REFERENCE �.j�,` ` z i.+I t•, , �, \ OS4PLAN SLEET AI-X0.1 FOR ROOF AND DEMOLITION PLAN (LE ;,'/+ 1 L }°6• ) RETROFITTED ENCLOSURE TO BE REMOVED FROM WATERRJGHT-CF-WAY AND RETRONTIEp WITH A Roar" PER STORM WATER SFANDAR0.5). FFE=99.15 21 NO. ROPOOSSED� ELECTRICAL EQUIPMENT ENOOSURE REFER TO BSA PAD=(98.4) ©2 EVSiNG WK BECIRMAL TRANSFORMER ro REMAIN, PR07ECT IN PLACE EXISTING SOW ELECTRICAL VAULT TO REMAIN, PROTECT W PUCE EXISTING 11Ra° OF AND PARKING TO REMAIN, PROTECT N PLACE EXISTING ACCES99E DIND TIFF CURB To REMAIN; PROTECT W PLACE CONNECT PROPOSED 6- SEWER LATERAL TO EXISTING SEWER MANHOLE PER ENM Wa 76-2904 (I.EmmBOU) EXISTING 4" SEWER LATERAL, ABANDON-BI-PLACE 9� 1 ✓ /tea ® PROPOSED STal DRAW CURB OUTLET 3' OPENING (TYPE A) ...5• ` 2 «-a' P CL STA 8+BJ 78, RIM (8404 ), FL 8271 PROPOSED STORM DRAW CURB OUTLET (TYPE A)) PER SORSO DING NO. D-25 CL STA 10+41.94 FL 82.50 (BACK OF CURB OUTLET RAISED TO ACCOMMODATE 11-INCH DEEP BROW DITCH) PROPOSED SIM ORAN CURB OUTLET (TYPE A) PONT SORB) DVO N0. 0-25. aSTA 10+46.93, FL 82.50 (BACK CmF CURB OUISED CUTLET RATO ACCOMMODATE 12-NCH DEEP BROW DITCH) PROPOSED STORM DRAIN CURB OUTLET Jr OPENING (TYPE A) 3 ❑4 �! TRIPO ® aSTA 10+4597, RIM (8293 ), FL 82J9 PROPOSED STORM DRAIN CURB OUTLET 3' OPENING aSTA 10+50.97, (RIM 82.91), FL 8240 a e . 17 31 EXISTING FIRE SERVICE TO RATAN, PR07ECT IN PUCE r ©2 EXISTING DRIVEWAY TO REMAIN, PR07ECT IN PUCE 5 REMOVE EXISTING DRIVEWAY i R"T% Y '�fY N y ® PROPOSED ONCRETE BROWN w/RAP RAP PLACED ON THE CONCRETE k .�``' (SHOWN FOR REFERENCE ONLY, 1 - h 4r- EXISTING SEWER MANHO.E TO REMAIN, PROTECT IN PUCE m (RIM 89.67, IE 8006) EXISTING STREET TREE TO REMAIN PROTECT-W-PUCE I Qi FOUND 3/4' NON PIPE NTH PLUG MARKED 'LS 5036" TO REMAIN, I PROTEC IN PUCE 02 FOUND LEAD AND TACK PER CORNER RECORD 14M TO REMAIN, PR07ECT IN PLACE NOTE: 1. EMITING FIRE SERVICE TO REMAIN. 2 THE LW91E PRIVATE UTILITIES AND PRIVATE STOW DRAM SHOWN HEREON ARE FOR WO81A17ON PURPOSES OAK 3 CONTRACTOR ro PROVIDE A SMOOTH TRANSITION FROM HE PROPOSED LIP OF GUTTER AND THE E07M A93 HALT AT THE SAMOIT LINE. KETTLER LE WECK ENGINEERING 303 A STREET, SUITE 302 SAN DIEGO. CA 92101 U 619 269-3444 1 E 619 269-3459 www.kettlerieweck.com DIVISION APPROVALS CITY O AP V � IMPROVEMEN WARD J. ER CITY N IN OA PLANNING CP \S - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1888 MONTGOMERY AVENUE 14203 CARDIFF SCHOOL DISTRICT 0 9 260-340.02 ;DP SHEET 6 -6- 6g gA <m wm a •DILL L i r c6 Yvw :N w� jow < ¢o Ira LDEV-011220-2019