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2018-13845 I (Plans)co C) 0 GENERAL NOTES: RIGHT -OF -WAY CONSTRUCTION PERMIT STANDARD CONDITIONS: PUBLIC STREET IMPROVEMENT PLAN 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL WORK WITHIN THE STREET RIGHT-OF-WAY. 2A. THE STRUCTURAL SECTION SHALL L BE BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD KNOWLEDGE 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 OSUNA R STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (TO BE USED FOR STATED ON THE PERMIT. PUBLIC IMPROVEMENTS) 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE 2B. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS STANDARDS. R N011FIED FOR LOCA11ON OF UNDERGROUND UTILITIES AT 1- 800- 422 -4133. THE PROPOSED DIG CITY OF ENCINITAS, VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (TO BE USED FOR PRIVATE AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). IMPROVEMENTS) 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A COUNTY OF SAN DIEGO 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS. CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. CITY INSPECTOR IN COMPLIANCE WITH THE 'WORK AREA TRAFFIC CONTROL HANDBOOK ", LATEST 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACIU11ES SHOWN ON THESE PLANS EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES QUAIL THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, GARDENS DR. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. CONFIRMED BY FIELD MEASUREMENTS 0 EN S PRI R TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS �fCi�T AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD OF ACTUAL LOCATION OF EXISTING FACILITIES. CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY PROGRESS. REPRESENTATIVES. 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND X NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING WESTLAKE INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND ST. CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. WORK, INCLUDING COMPAC11ON TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY N TELEPHONE: (800) 33 THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. v 8. THE CONTRACTOR SHALL ALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE m AND COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. 7. NO ORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR � REQUEZA ST. E SERVICES WITHIN THIS PROJECT ARE UNDERGROUND HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST " INSTALLATIONS O. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY SITE TELEPHONE: (800) 422 -4133 AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE 633 -2770. THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133. 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF VICINITY MAP IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS NOT TO SCALE OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. (USED FOR PUBLIC IMPROVEMENTS) SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REQUIRE A TRAFFIC 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF BE PAVED. AT (760) 633 -2704. 10. ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMA11ON ONLY. CITY OFFICIALS 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETEb OPEN TO OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (USED FOR PRIVATE IMPROVEMENTS) DEFINED HEREIN.) IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREE CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED THE HORIZONTAL. (USED FOR PUBLIC IMPROVEMENTS) VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY 15. THE C CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PERMITTEE AND DIRECTOR OF ENGINEERING NG NEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC Q REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL 0 E , R REPAIR ANY PORTION OF THE PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION MEETING. PHONE NUMBER FOR YOUR INSPECTOR WILL BE STAMPED ON YOUR PERMIT. FLAGMAN. OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS OPTION, DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR ENGINEER OR A LICENSED LAND SURVEYOR. OR HIS DULY AUTHORIZED REPRESENTATIVE. THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY 13. OPEN TRENCH MUST BE BACKF1LLED AND CAPPED WITH AT LEAST 2 "OF COLD MIX ASPHALT OR 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. CHISELING THE LETTERS "S" AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD APPROVED BY THE INSPECTOR. REFER TO THE CITYS STANDARD DRAWING DATED JULY 31, 1990. REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC 14. NA11VE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD DRAWING DATED THE STANDARD DRAWING DATED SEPTEMBER 30, 1996. REPAIRS TO PCC PAVEMENT SHALL BE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO SEPTEMBER 30, 1996. MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST 15. TWO SACK SAND- CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE EDITION). AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE 16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE NOTIFICATIONS EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING AS BACKFILL. SERVICES. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE BY THE DIRECTOR OF ENGINEERING SERVICES. ALL OSHA REGULATIONS SHALL BE MET. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE IS REQUIRED TO TAKE DUE PRECAU11ONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR PENALTIES. ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION VERIFICATION AND LOCATION OF U11LIlIES AND N011FICATION OF COMMENCEMENT OF WORK: DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. INTERMEDIATE BORE PITS MAY BE REQUIRED. A. SEWERS - ESD - (760)- 633 -2770 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS 32. ALL SUBSURFACE U11LIlIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PLAN FOR -B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES D. TELEPHONE - - - SBC BELL (760) 489 3411 20. TRENCHING FOR INSTALLA11ONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE HAS A SPECIAL CONCERN. I E. CABLE N -COX COMMUNICATIONS- (760)- 806 -9809 X -2233 PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY YEARS SHALL BE CATEGORICALLY DENIED. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY HE CI BRIDGING OR BACKFILLING. 34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY, WORK ON THIS PROJECT. PHONE: 633 -2770. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, FOR VIOLATION OF PERMIT CONDITIONS, OR FOR THE CREATION OF A NUISANCE, ALL UPON NOTICE ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) GIVEN BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE. IN THE 3. TH33 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: N E FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE EVENT OF SUCH REVOCATION, APPLICANT SHALL IMMEDIATELY CEASE ALL OPERATIONS AND -2770. ALL WORK PERFORMED WITHOUT BENEFIT INSPECTION 10N WILL SUBJECT TO AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION RESTORE CITY RIGHT -OF -WAY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES DULY AUTHORIZED REPRESENTATIVE. AFTER NOTIFICATION, CITY MAY TAKE FULL POSSESSION OF REJECTION AND REMOVAL. BELOW THE ROADWAY SURFACE. THE AREA. APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED I N THE EVENT SOILS ENGINEER'S CERTIFICATE 21(A). WHERE STREET DIMENSIONS AND STALE DEPARTMENT HEALTH SERVICES PROPERTY REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL EL TO EXISTING UTILITIES 35. THIS PERMIT MAY BECOMEEVOID EVENTRTHE USE PERMITTED IS NOT STARTED WITHIN SIXTY SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE PERMITTED USE IS I, MARK D. HEIHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED ABANDONED FOR A PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION HAS DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT AND PAY ADD111ONAL STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY REPRESENTATIVE. FEES. UPON COMMENCEMENT OF WORK, ALL OPERATIONS, INCLUDING CLEANUP AND RESTORATION DIRECTION ON JANUARY 24, 2017. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS 22 ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. OF CITY RIGHT -OF -WAY, SHALL BE COMPLETED WITHIN THE TIME LIMIT SPECIFIED BY THE PERMIT. STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL 36. THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL LIABILITIES, JUDGMENTS, INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS CONDITION. COSTS AND EXPENSES, WHICH MAY IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE AND SPECIFICATIONS. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND ISSUE OF THIS PERMIT OR ANY WORK PERFORMED IN CONSEQUENCE THEREOF. OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND EFFECTED UNDER THIS SIGNED: ®QROFESS /p MA D. HE G E. 30488 EXP. DALE: 3/31/2018 EThIF�I 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ANY REPAIRS REQUIRED DURING THE GUARANTEE PERIOD OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SHALL BE MADE AT THE EXPENSE OF THE PERMITTEE. �f , s HETHERINGTON ENGINEERING, INC. SERVICES. AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERVICES, REPAIR WORK MAY BE PERFORMED N0.397 a 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY EITHER THE PERMITTEE OR THE CITY. 5365 AVENIDA ENCINAS, SUITE A Ezp.Date BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A 38. PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WITH ALL CONSTRUCTION PERMIT CARLSBAD, CA 92008.E CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE. PROVISIONS AND STANDARD CONDITIONS. Amu JAIME OSUNA AND ROSA L. VALDEZ OSUNA, TRUSTEES OF THE JAIME AND ROSA OSUNA FAMILY TRUST 812 SANDY COURT ENCINITAS, CA 92024 760 - 840 -1129 SITE ADDRESS PARCEL 1: 650 REQUEZA STREET PARCEL 2: 683 WESTLAKE STREET PARCEL 3: 679 WESTLAKE STREET ENCINITAS, CA 92024 APN: 258- 122 -30 SAN DIEGUITO WATER DISTRICT NOTES 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 BE HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE 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 REQUIRED TO SCHEDULE A MANDATORY PRE- CONSTRUCIION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (60) 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. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE 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. 8. 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 ASSEMBLIES 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 TESTES 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 LINE 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 UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNEC11ON SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U1ILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 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 FACILITY (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. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 8.5 -FOOT PLAIN END PIPE LENGTHS TH WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLEC11ON COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTE=M EFFECT JANUARY 1, 2010, IN COMPLIANCE WITH THIS LAW, THE CISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 24. 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. 25. 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. WORK TO BE DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), 3. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), 4. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND CITY OF ENCINITAS STANDARDS. 5. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD DRAWING (LATEST EDITION). EXISTING LEGEND ITEM SUBDIVISION BOUNDARY EXISTING RCP STORM DRAIN EXISTING CURB INLET EXISTING SEWER MAIN EXISTING SEWER MANHOLE EXISTING WATER MAIN SYMBOL ____s ____ - r PROPOSED LEGEND STD DWG. SYMBOL PROPOSED 4" HMA PAVING .......................... OVER 6" CLASS II BASE PROPOSED 2" GRIND & OVERLAY ...................... . PROPOSED WATER LATERAL PER WAS WS -01, WC -17 ............ W C PROPOSED SIDEWALK UNDERDRAIN PER SDRSD D -25 ............ g O INDICATES FOUND 2" IRON PIPE AND DISC MARKED "LS 3790" PER ROS NO. 17662, UNLESS OTHERWISE NOTED. INDICATES FOUND 2" IRON PIPE WITH DISC MARKED "LS 7226" PER PM NO. 20897 *. INDICATES FOUND WELL MONUMENT AS NOTED. OWNER'S CERTIFICATE IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER LL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. p . J SIGNATURE: DATE. l0 I4 I Jw SUNA, OSUN , TRUSTEES OF THE JAIME AND ROSA OSUNA FAMILY TRUST 812 SANDY COURT ENCINITAS, CA 9202_4 f / SIGNATURE: y V lX- - DATE: 11 b ROSA L. VALDEZ, OSUNA, TRUSTEES OF THE JAIME AND ROSA OSUNA FAMILY TRUST 812 SANDY COURT ENCINITAS, CA 92024 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: 6 DATE: 11-2-8-12 DAVID V. CARON R.C.E. NO. 70066 QROFESS /py EXP. DATE: 09/30/18 220 0> COASTAL LAND SOLUTIONS, INC. w 577 SECOND STREET o No.0070066 ENCINITAS, CA REST * EXP.09 /30/20 * s C � P T I I V PH (760) 230-6025 ..,��`L� FAX (760) 230 -6026 BMP PROJECT STATUS PRIORITY - HMP PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON L)t7bR6p Z307,»1g AS DOC. #: Zo113 - 4/412_°13.7 (760) 931 -1917 �� JOB NO. 8114.1 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT COASTAL LAND SOLUTIONS, INC. SHEET INDEX SDWD W18 -100 577 SECOND STREET SHEET NO. 1: TITLE SHEET ENCINITAS, CA 92024 SHEET NO. 2: STREET IMPROVEMENT PLAN - STREET PROFILE PH (760) 230 -6025 FAX (760) 230 -6026 SHEET N0. 3: STREET IMPROVEMENT PLAN -CURB PROFILE (I • l S • 1% CI a°� I �� ��-Z(6,11t. _ //'/3 -/$ wL f W' 71 CLS #1418 SIGN v DATE SIG DATE SIGN DATE SIGN DATE /SIGN DATE HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. uvu DESCRIPTION: 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDED• 5 APP IMPROVEMENT PLANS FOR: LOCATION: THE NW CORNER OF PUBLIC WORKS DATE: 11_7-8-1 F1 4 OSUNA RESIDENCE DRAINAGE BOX ON THE NORTH SIDE OF ENGINEER'S NAME DATE PLANNING JE E OWEN���///�'- ED J. WIMMER ENCINITAS, CA 13845 -1 S ENCINITAS BLVD, 4.5' NORTH OF CURB R.C.E. NO.: 70066 IL�6�8 NT GINEER APN: 258- 122 -30 RECORD FROM: CITY OF ENCINITAS REVIEWER liq ELEVATION: 182.995' DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR DAVID CARON EXP.: 9 -30 -20 DATE DATE PLANNING CASE NO: 17 -032 TPM CDP AND 17 -033 CDP 17 -034 CDP 17 -035 CDP SHEET 1 OF 3 I - - - ------- PROFILE SCALES I-- - ------- . .... .. " , i HORIZONTAL i = 10 T----- - VERTICAL: 1 2' 10+00 10+50 11+00 11+50 12+00 CONSTRUCTION NOTES: F 0 IPE rl_ __Tj :5 w �x Z�. (D c) CONSTRUCT CURB AND GUTTER PER SDRSD G-2 Ld EX. CURB RAMP TO BE PROTECTED IN PLACE 7D C14 CONSTRUCT SIDEWALK PER SDRSD G-7 C14 Cf) to S, + C) X. RECLAIM WATER 1 0=10 ti GRAPHIC SCALE CONSTRUCT CURB OUTLET PER SDRSD D-25 , C14 SAN ELIJO WATER RELOCATE EX. POWER POLE Z Ckf I U-1 uj ui CIO ECLANMoll'ON FACILITIES 10+1.47 TLAKE M M a- En m WG. NO. P 7H4 RELOCATE EX. AT&T BOX RISER < 7+15.36 REQ\UEZA 0 0 10 20 30 GRIND AND OVERLAY N) -5� Ay RAY @) TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAILS SDRSD LL_ W cx) 7 01- 0 011 r < I qzr� 0 M-10 2=1 CD Elf CONSTRUCT 18" CURB OPENING AT 25' D.C. yi — � -�� %q, . I— _A,�� w ACP WATER CLASS 11 BASE @ CONSTRUCT 40 HMA AC OVER 6 SATISFACTION OF CITY ENGINEER RELOCATE SPEED LIMIT SIGN TO SA X &, �u -"\' --- I I 208.26EX ",c ...S Y) cf) C" Cb* UTILITY NOTES: 4 �'Q IME MPROVEMENT LlJ L, . . . "r," - z >�\ - w _,- �c WATER LATERAL AND 1- METER PER WS 01, WC 17 PER 01-110 INSTALL 1 WESTLAP T09.06FL RESTRI @ CONSTRUCT 4- PVC SEWER LATERAL PER SDRSD SS-01 17. - RO�T EX 00 EX. FIRE HYDRANT TO BF PROTECT IN PLACE POWER PO IN PLACE CONSTRUCT SEWER CLEANOUT PER SDRSD SC-01 F_ . .. SW R/ TC TO ON ANGLE 25' GUTTER Mii ::2i EX 8" V( S R CURB OPENING 10 2U6.Ol EX. PER DW, -y' NI). 71 Ln - ----- - Lc) 0-A . . . . . . I lk $WAU� STo S G�N" TLAC s ---,__ CURB OPENING 14 A 0 200.3 EX EX. RECLAIM 4 SIDEWALK i\� MrIj I 202.32F 4 WATER _�> , -I b.uz PER SAN EIJJO WATER IE ON FACILITIES /205.52FL I 1W R/W P-H4 60' O.W_ I C M" DWG. G�N 0. 201.10TC- C/) cn IE SAWCU I UNE 30' 2016OFL-�l PROJECT SITE 2 \V 41.8 1 1 1 - !p 193.631E, D 5.0' 20' 20' 1 12.7- c� 5'X PER Ab 5 0' WATER METER 4 0 LOCATION (TYP.) 1% MIN. 200.15EX 2%± PR. SIDEWALK �iN I �,Z! �EXSIDEWAUK cv FOG LINE STRIPING 1.0 PR. VEGETATED PR. URB IRt AT 12" FROM CL J A� 25' C&G TO ­AC 0) PR. CURB OPENING -J & G T R 7 1 0 DRIVEWAY EASEMENT BERM TRANSIMON WESTLAKE STREET TYPICAL SECTION 1'+' 1 47 6 N.T.S. ,7+15. 36, REQI M_jO _S W I Nlc�or-1 -1 APPROVED DATE DESIGNED BY: DRAWN BY: HANGE NO. DESCRIPTION BENCHMARK AS-BUILT APPROVALS :Flq CHECKED BY: ENGINEERING DIVISION APPROV#LS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Fl=�u 7c— DESCRIPTION: 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MEND AP IMPROVEMENT PLANS FOR: LOCATION: THE NW CORNER OF PUBLIC WORKS DATE: 11-M OSUNA RESIDENCE DRAINAGE 60—X ON THE NORTH SIDE OF W. L__� ENCINITAS, CA 13845-1 ENGINEER'S NAME DATE PLANNING ENCINITAS BLVD, 4.5' NORTH OF CURB. R.C.E. NO.: 70066 JES OWENS EDWA-Wi. WIMMER RECORD FROM: CITY OF ENCINITAS REVIEWER - - - - - I r,/d/l e IU;Ef�ft Q-�YLf�f�EER APN: 258-122-30 ELEVATION: 182.995' DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR DAVID CARON EXP.: 9-30-20 DATE DATE PLANNING CASE NO: 17-032 TPM/CDP AND 17-033 CDP. 17-034 CDP. 17-035 CDP SHEET 2 OF 3 r.� 10 +50 �7 1d z I ' MzzF° nu 6. u o�v� i oN O s J `'' 10 +1.47 TLAKE ~ W `" ~ " s G �A7 +15.36! REQUEZA M -10 SDRSD ' 0 � s 212.64EX /. 7 4 \ v SAW NE n ME1MPROVEMENT 11 212.75TC C2 PER SI -110 .. �\ �2? 12.25FL _ \ 209.56TC I 209.O6Fl 1 PROTECT EX. 2 a 212,89FL� d = r 9 POWER PO INXLACE °� s20 91 FL i !N w 4 _ 3 4 i I j FTI I PR T 3 / h ST01 S GN I LA Ii EX. I=CLAIM WATER a I ``PER AN EWJO WATER RECLAIATIDN FACILITIES ti DWG 'NO. P -14 cb (C 21. 8' 4 ' l ` l 1` 12.7' 3�0; � l ° �' I ( i ` 1. i � o, I! � }�,� {� j�' +�.,(j�. 1L il,�, {k t t1 t..{ • �..J t. i G ...Y •} r j 11+00 IA /F c I 11 +50 AKE ST - CURB PROFILE IFS! l c E)Z 16" ACP WA 1 R \ L PER 103 /1 208.26EX L r \ I r L. 4 G r tc� VJ I - �r ~ $ WESTLA - j �jX RESTRI - j% 0� - 1 ice'' �il J C o ° Sip I- W.._, w a hv. 206.01 EX. C 1Z \ 9 10 c ° 206.02TC \ \ a 4 _ _ 205.52FL I c as v 9 (y J DESCRIPTION: 2.5" BRASS DISC LOCATION: THE NW CORNER OF PUBLIC WOR DRAINAGE BOX ON THE NORTH SIDE OF ENGINEER'S NAME DATE ENCINITAS BLVD, 4.5' NORTH OF CURB PLANNING RECORD FROM: CITY OF ENCINITAS REVIEWER ELEVATION: 182.995' DATUM: N.AVD88 CITY ENGINEER DATE !KlCPFrTnF t?� I s J 12 +00 CURB LINE TABLE I I DIRECTION Li � S13' 20' 02.87 "E 407.00 20.56 C2 27.13 NGE NO.1 DESCRIPTION I APPROVED1 Cl) DATE I BENCHMARK EX. CURB RAMP TO BE PROTECTED IN PLACE PROTECT IN PLACE. IF ANY MONUMENT IS DISTURBED OR 03 AS -BUILT APPROVALS DESCRIPTION: 2.5" BRASS DISC LOCATION: THE NW CORNER OF PUBLIC WOR DRAINAGE BOX ON THE NORTH SIDE OF ENGINEER'S NAME DATE ENCINITAS BLVD, 4.5' NORTH OF CURB PLANNING RECORD FROM: CITY OF ENCINITAS REVIEWER ELEVATION: 182.995' DATUM: N.AVD88 CITY ENGINEER DATE !KlCPFrTnF t?� I s J 12 +00 CURB LINE TABLE [� LENGTH DIRECTION Li 4.56 S13' 20' 02.87 "E CURB CURVE TABLE ❑ LENGTH RADIUS DELTA Cl 146.06 407.00 20.56 C2 27.13 28.00 55.52 O7 �J DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROV PIN I FN uvu INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE ENDED- APP DATE: f- _l ,L—tB - —: - - , - - PROFILE SCALES EDWAR 1- - t HORIZONTAL: 1" = 10'' s\�ry i VERTICAL: 1 " — 2' CONSTRUCTION N OTES: NOTES: Cl) CONSTRUCT CURB AND GUTTER PER SDRSD G -2 1. SURVEY MONUMENT TO BE t�2 EX. CURB RAMP TO BE PROTECTED IN PLACE PROTECT IN PLACE. IF ANY MONUMENT IS DISTURBED OR 03 CONSTRUCT SIDEWALK PER SDRSD G -7 DESTROYED IT SHALL BE REPLACED BY A LICENSED ® CONSTRUCT CURB OUTLET PER SDRSD D -25 LAND SURVEYOR. O5 RELOCATE EX. POWER POLE © RELOCATE EX. AT &T BOX RISER 0 GRIND AND OVERLAY EASEMENT FOR PUBLIC STREET RIGHT -OF -WAY RECORDED JUNE 6, 2017 AS DOC. ® TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAILS O9 CONSTRUCT 18" CURB OPENING AT 25' O.C. 10 CONSTRUCT 4" HMA AC OVER 6" CLASS II BASE 11 RELOCATE SPEED LIMIT SIGN TO SATISFACTION OF CITY ENGINEER UTILITY NOTES: 21 INSTALL 1" WATER LATERAL AND 1" METER PER WS -01, WC -17 22 CONSTRUCT 4" PVC SEWER LATERAL PER SDRSD SS -01 ©3 EX. FIRE HYDRANT TO BE PROTECT IN PLACE 24 CONSTRUCT SEWER CLEANOUT PER SDRSD SC -01 EASEMENTS: Z� h" 1. EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT FOR POLE LINES ?v�Q RECORDED IN BOOK 1122, PAGE 109, OF DEEDS. THE EXACT LOCATION AND EDWAR EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD. REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. s\�ry )38EX 2• EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT RECORDED IN BOOK 1095, PAGE 451 OF DEEDS. THE EXACT LOCATION AND EXTENT OF SAID EASEMENT �CJT� N��EER IS NOT DISCLOSED OF RECORD. REFERENCE IS HEREBY MADE TO SAID DOCUMENT 1 FOR FULL PARTICULARS. i O3 EASEMENT FOR PUBLIC UTILITIES GRANTED TO SAN DIEGO GAS AND ELECTRIC DAVID CARON' EXP.: 9 -30 -20 COMPANY PER DEED RECORDED NOVEMBER 16, 1948 AS FILE NO: 113521 OF DATE OFFICIAL RECORDS. DOCUMENT DOES NOT SPECIFY EASEMENT WIDTH. i PLANNING CASE NO: 17 -032 TPM /CDP AND 17 -033 CDP. 17 -034 CDP. 17 -035 CDP ! O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR PUBLIC HIGHWAY RECORDED FEBRUARY 3, 1972 AS DOC. NO. 27838, OF OFFICIAL RECORDS. EASEMENT FOR PUBLIC STREET RIGHT -OF -WAY RECORDED JUNE 6, 2017 AS DOC. N0: 2017- 253492, OF OFFICIAL RECORDS. GRAPHIC SCALE 1 " =10' 0 10 20 30 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ROVEMENT PLANS FOR: OSUNA RESIDENCE ENCINITAS, CA 13845 -1 R.C.E. NO.: 70066 JESS)f OWENS EDWAR J. WIMMER IN-�ERhIt+I �CJT� N��EER APN: 258 - 122 -30 DAVID CARON' EXP.: 9 -30 -20 u,Lb DATE �' ` PLANNING CASE NO: 17 -032 TPM /CDP AND 17 -033 CDP. 17 -034 CDP. 17 -035 CDP SHEET OF 3 DATE