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2013-11797 I-LDEV-011744-2013 (Plans)GENERAL RIGHT-OF-WAY NOTES GENERAL_RMiIj-0E-WAY NOTES (CONTMIEDII: ST MIMTER POLLUTION CONTROL BMP NOTES RELATIVE TO COMSMUCTMON ACTIVITIES OWHN�R/APPLICANT 1. NO ACCESS OR WORK SHALL BE PERFORMED WININ INE CITY RIGHT-OF-WAY WTHOUT THE FULL KNOWLEDGE 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER CONCRETE WASHOUT Wp& eSMT 41SE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WW DES5IATPOSE LLG NO OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT c55 THAN 48 HOURS ADVANCE NOTICEO THE BACKFlWNG AFTER COMPLETION O THE REFILLING AND COMPACTING O THE BAgKFlLL MATERIAL IN THE EXCAVATION, L-/Z71 tA5 T4NAeLA; SU11'E ICE J SITE INITIATION OF PERMITTED USE AT (760) 633-2796 OR 633-2797, OR AS STATED ON THE PERMIT. ALL AS SPEARED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTON(5), WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUC MISSION S RWAC30 CA SU IrE I 2.AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR THE PERMITTEE SHALL PROMPTLY REPLACE WIN TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SH (Miyq) Soy- il& a LOCATION O UNDERGROUND UTILITIES AT 1-800-422-4133. THE PROPOSED DIG AREA MUST BE MARKED IN PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION POUT A SIGN DESIGNATING THE WASHOUT LOCATION. •�;� MITE PAINT PRIOR TO CONTACTING (USA). OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ' 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VAUD ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE CONSTRUCTION SITE ACCESS 1335 DESERT ROSE WAY C l9 CAUFORNIA CONTRACTOR'S UCENSE OF THE APPROPRIATE CUSS. SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 A STABIUZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ENCINITAS, CA 92024 'Ay 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC DAYS, BUT MUST BE CONTINUALLY MAINTAINED. TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS Y CRUSHED ROCK AND/OR CORRUGATED APN: 264-OIG-27 CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN 28• WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN STEEL PANELS/PLATES. COMPUANCE WTH THE WORK AREA TRAFFIC CONTROL HANDBOOK', LATEST EDITION PUBLISHED BY BUILDING REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER LEGAL DESCINPIR)IN NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PUCE, ALL APPROVED BACIOLL OR REPAIR SECTION SHALL BE ONE (1) NOR AC GREATER THAN EXISTING STRUCTURAL SECTION, CONSTRUCTION VEHICLES ALL THAT PORTION O LOT 15 OF THE SUBDIVISION VIA O TA WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWNG. REPAIRS TO PCC PAVEMENT SHALL BE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES OF RANCHO LAS ENCINITAS, IN THE COUNTY OF SAN AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES 70 PAY ANY AND ALL 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT NO. BM. FILED IN THE OFFICE OF THE COUNTY 9 3 COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH EROSION CONTROL RECORDER OF SAN DIEGO COUNTY, JUNE 27, 1898. IE 5. APPUCANT AGREES THAT IT SHALL BE HIS RESPONSIBUTY TO PROVIDE THE CONTRACTOR. SUBCONTRACTOR, RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WTHIN THE CITY CHARGED WTH THE COST THEREOF COMPUTED BY THE DIRECTOR O ENGINEERING SERVICES PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, cG RIGHT-OF-WAY, WITH A COPY O THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING MILL BE REQUIRED FOR APPROVAL BY THE CITY ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX, OF APPROVED PLANS. THE PERMIT, PUNS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE ENGNEER. ALL OSHA REGULATIONS SHALL BE MET. (]�� AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS N PROGRESS. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING 'WET WEATHER. SUBDIVISION BOUNDARY VICINITY MAP &PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION - - - � NTH PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL EXISTING RCP STORM DRAIN _ _ _ AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, PERMIT ARPUCATION ETHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS, GROUTING AND PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SHALLBE FURNISHED BY THE APPUCANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY INTERMEDIATE BORE PITS MAY BE REQUIRED. EXISTING CURB INLET COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING 32 ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PUN FOR THOSE REMOVE OUSTING VEGETATION ONLY WREN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES AGENCY OR FIRM ACCEPTABLE TO THE CITY. EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WRES, TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS EXISTING SEWER MAIN -S- TNO WORK VATBN THE PUBLIC RIGHT-OF-WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. UNNECESSARILY; THEY HELP DECREASE EROSION. EXISTING SEWER MANHOLE -O DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WTHIN THE PAST TWO YEARS SHALL BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EXISTING WATER MAIN _W APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY CATEGORICALLY DENIED. QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633-2770. 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PUNTING FAST-GROWING ANNUAL AND PERENNIAL atmosmimm SM oxc y�y B.NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND GRASSES TO SHELD AND BIND THE SOIL BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. - SURVEYOR. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE 8' PVT SEWER UNE -S- 9.N0 WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS PROGRAM. TREES LOCATED WTHIN CITY STREET RIGHT-O-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. DIA SEWER MANHOLE SDSD SM-01 AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGNEER WHOSE OFFICE CAN BE APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE O CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN ON -SITE CONSTRUCTION MATERIAL S70RAGE 4' SEWER LATERAL SDRSD SS-01 CONTACTED AT (760) 633-2704. THE CITY TREE DRIP UNE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR 8• PVC WATER LINE w - 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST SE SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) PROTECTED IN PUCE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM f WATER SERVICE WIN METER OMWD DWG. B-1.1 11. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, I •a jZ VEHICLES SMALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO-WAY TRAFFIC, PERMITTEE AND 36• THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT ETC, STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER ROWS AND STORM DRAIN FIRE HYDRANT ASSEMBLY OMWD DWG. C-1.2 L-o�Yj DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PUN PRIOR TO CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09-06 AT NO COST TO THE INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABIUZATION MEASURES AND PROVIDED WIN A STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL-TIME FLAGMAN. CITY. TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 8' GATE VALVE OMWD DWG. D-23 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NUT UNES AND AC REPLACEMENT EROSION CONTROL THRUST BLOCK OMWD DWG. D-3.3, D-3.4, AND D-&6 4 SHALL BE MADE TO THE SATISFACTION OF CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE TRAINING 13. OPEN TRENCH MUST BE BACKRLLED AND CAPPED WITH AT LEAST 2' O COLD MIX ASPHALT OR METAL 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ST'EVECA9UAIW6NAM AT (yNv 344-411L2 CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR BLOW OF OMWD DWG. A-XX O PLATED ACCORDING TO CITY SPEancAT INS DURING NON -WORKING HOURS. METAL PLATES ARE REQUIRED TO WITH THE CITY O ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL. BE AVAILABLE 24 HOURS A DAY. SINS ENGINEER'S HAVE COLD NIX ASPHALT LILY 3 ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE pTY5 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES WRING THE RAINY TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORMKBE STANDARD DRAWING DAZED DULY 31, 7990. SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBIUTES 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED CONVENIENT LOCATIONS 70 FACILITATE RAPID CONSTRUCTION O TEMPORARY EROSION CONTROL MEASURES WHEN RAIN I, MARK HETHERINGTON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD REPRESENTATIVE FUND TO THE ANDS STANDARD OTHER I DATED IMPROVEMENTS SHALL 30, I996. WASTE MANAGEMENT OF APPLIED SOIL MECHANICS, HERESY CERTIFY THAT A SAMPUN AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS IS IMMINENT. 3/ % AND FOR AN UPDATE ON / Z/2 JP/mil ONE 15. NO TUNNELING UNDER CURB AND CUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS 3 DEVICES SHOWN ON PUNS SHALL NOT BE MOVED OR MODIFlW WINOUT TE APPROVAL O TIRE ENGINEERING CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING O ALL WASTE AND UNUSED CONSTRUCTION MATERIALS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON Z 7 /4 SHALL BE REMOVED AND REDUCED JOINT TO JOINT. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE 16. TWO SACK SAND -CEMENT SLURRY MIX SHALL BE REWIRED AS BACNFlLL ON ALL LATERAL EXCAVATIONS INSPECTOR. SYSTEM IS STRICTLY PROHIBITED. OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE WTHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATSFACTON OFSYSTEM INCLUDED IN THE SOILS REPORT FOR TIES PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND THE Gtt ENGINEER AFTER L IN RUN-OFF PRODUCING RAINFALL SPECIFICATIONS. DEEMS THE NAIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFlLL 5. THE CONTRACTOR SHALL INSTALL DING OPERATION EROSION CONTROL MEASURES AS MAY IC REHIRED BY THE CITY NO SEEPAGE FROM ANY DUMPSTEN SHALL U DISCHARGED INTO STORMWATER. BERMS/DIKES CHECK SHALL BE PLACER 17. CARE SHALL BE EXERCISED TO PREVENT WATER SOIL AND DEBRIS FROM DEPOSITING E ON CITY, STREETS ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE AROUND ALL TERDUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR AND STORM DRAINS. FE WASHING OUTS MOORS OR CONCRETE PUMPS MILL BE ALLOWED ON Gtt STREETS. 6. THE CONTRACTOR SHALL RE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC LEAKS. DRESSIER LIDS SINUS REMAIN CLOSED AT ALL TIMES DUMPSIERS VAINQUT LIDS SHALL BE PLACED WTHIN SIGNED: VIOLATIONS WILL BE REFERRED FOR NPoES ENFORCEMENTOR AND PENALTIES STRUCTURES WITH IMPERVIOUS BOOING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WTH ANY TRASH ^� pINfESM/p TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE G.E N0. 397 'FCC 1R ANY ROADWAY STRIPING OR MARKINGS DAMAGED TX2 REMOVED LATEST THE N OF STATE OF THIS PERMIT 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED MATERIAL RCE NO.: ,� F¢ SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE UIEST EDITION O STATE DEPARTMENT O HEREON TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND EXP. DATE - ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE, CONCLUSION OF EACH WORK DAY. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN E�0^ 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WIZEN THE APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS JOB k LOG NO, 7292.1 PUBUC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201. AND BE APPROVED BY THE CITY ENGINEER OR FIVE (5) DAY RAIN PROBABLITY FORECAST EXCEEDS FORTY PERCENT SILT AND OTHER DEBRIS SHALL BE MATERIAL. CALL THE HAZARDOUS WASTE HOTLINE TOIL FREE AT (800) 714-1195. FOR INFORMATION ON LANNI LS AND HIS DULY AUTHORIZED REPRESENTATIVE REMOVED AFTER EACH RAINFALL ( TO EIDER DUNPSiFRS CAL EOCO AT (760) 436-4151. HETHERINGTON ENGINEERING, INC. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE 5365 AVENIDA ENCINAS, SUITE A PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFA(IS. PUCE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE CA 92008 TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACmUJNG. NOTIFICATIONS Sh (760) 9311- 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES I. THE EXISTENCE AND LOCATION O UNDERGROUND UTILITY PIPITS AND STRUCTURES SHOWN ON THESE PLANS WERE 1917 AND CONDUITS LAID PARALIEl TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO UTILITY BEST O OUR KNOWLEDGE MERE ARE NO EXISTING UTILITIES �TP� TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL STATEMENT OF ENGINEER O WORK OF THE PAVEMENT SHALLOWEST LL GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REWIRE) TO TAKE DUE PRECAUTIONARY PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PE7MOUS ENGINEER. THE SHALLOWEST LORTHE O ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT 1E55 MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE SURFACES. THE UNDERSIGNED ENGINEER AGREES THAT THE WORN PERFORMED BY THE ENGINEER DULL COMPLY WITH THE GENERALLY THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. CONTRACTORS RES PONSIBUTY TO CONTACT THE FOLLOWING OWNERS OF SAID UTIUTIES OR STRUCTURES PRIOR TO ANY WORK ED STANDARDS AND PRACTICES C THE ENGIWIN T TRADE OR PROFESSION. THE ENGINEER FURTHER CI AGREES THAT THE 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT O HEALTH SERVICES REGULATIONS ALLOW, ALL EXCAVATION, FOR VERIFICATION AND LOCATION O UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST WORK PERFORMED HEREIN STALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE Gtt O ENCINITAS, TO PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION O ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY Y THE ENGINEER OR RENEW THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS PERFORMED BY THE THE OF CITY OF ES IN ITS CAPACITY AS A PIL SUFFICIENCY ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED A SEWERS - CSD - (780)E - (76770 FOR MORE INFORMATIONION,CON ENCINITAS POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE A DETERMINATION O THE CITY OF ENGNEER OF THE TECHNICAL ORTHPLANS S ADEQUACY OF THE PLANS OR DESIGN AND IT B. GAS 8 ELECTRIC A SDGE - (76TRICT-1-760 THEREFORE DOES NOT RELIEVE THE ENGINEER D RESPONSIBILITY FOR THE PIANS OR DESIGN OF IMPROVEMENTS BASED EMPLOYEES REPRESENTATIVE' C. WATER - OUVE BC B WATER 60)-4 T-1-760-753-6466 ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633-2770. THE ENGINEER AGREES TO INDEMNIFY AND HOD HARMLESS THE CITY OF E NITAS AND CT , ERROR, AGENTS, AND EMPLOYEES 22 ALL EXCAVATED MATERIAL SHALL B: CASE AWAY FROM THE IMPROVED PORTION O THE HIGHWAY. AFTER D. TELEPHONE - SBC BELL - (780)-489-3411 FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEgJG'ENT ACTS, ERRORS, OR OMISSIONS OF THE THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 /�� ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND FROM THE RIGHT-OF-WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. WDID/IVOI CERTIFICATE ARISING OUT lX: THE WORK PERFORMED BY THE ENGINEER. 23. ALL ROADSIDE DRAINAGE SHALL BE LS T FRE BE RESTORED TO TRUE GRADES AND THE INTAKE AND QUTLET 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS ENDS AT ALL CULVERTS RIV BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBTS 24. ALL TRAFFIC ATA APPROACHES T 1D PRIVATE DRIVEWAYS AND INTERSECTING BY THE ROADS AND STREETS SHALL BE KEPT OPEN PROJECT. PHONE: (760)-833-2770. DEVELOPMENT C THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST TS FOR STATE60)� Z� /g TO 1RAFETC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. WATER RESOURCES CONTROL BOARD (SVARCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR SIGNATURE: DALE: P- 2S CLAY AND EARTH MICH ADHERE TO THE PAVED SURFACE O THE ROADWAY SHALL BE REMOVED BY HAND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK DISCHARGES OF STORMINATER RUNOFF ASSOCIATED NTH CONSTRUCTION ACTIVITY, IN ACCORDANCE VAIN SAID DAVID CARON SCRAPING, WASHING AND SWIPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON-SKID PERF BDT9 IFFI RSIPECTIOM MILL BE SUBJECT TO RE,ECTION AND RDAOVAL - PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE CIVIL LANDWORKS CORPORATION SURFACE WTHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. DEVELOPED AND IMPLEMENTED CONCURRENT WIN THE COMMENCEMENT OF GRADING ACTIVITIES AND A 26. PERMITTEE SHALL COMPLY NTH ANY AND ALL DIRECTIVES ISSUED BY E CITY ENGINEER OR HIS DULY OWNER'S CLWEICM COMPLETE AND ACCURATE NOTICE OF (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS OC ANgDER�W20588OD SUITE P THE AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE PROJECT SWPPP SHALL BE FILED WTH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NO OR ANNOYANCE I (WET H['Rf6Y CEWKY THAT A REMSTFRFD SQILf ENGAM OR (•FALOGST FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED VAIN THE CITY OF (760 ) 908-8745 SHEET 1N D E X HAS BEEN 0R WILL 13F REFAltO TO SUPERVKF 6WR ALL C40W Y ENCINITAS WHEN RECEIVED. RCL EXPIRES 09/30/18 IMPERVIOUS AREA A(RVm AID AWISEOAUTHE CONOa"AAID 57ANUTV OF WE SITE BMP PROJECT STATUS IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1 OUO IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION O THE PROPERTY COVERED IMPERVIOUS AREA AFTER CONSTRUCTION: 25.4�5_SQFR GNEAT DFSCAIorwN ((wE) HEREBY AAftiE 10 RIQ6ANMY, OFFEND AM Ifd.D CITY AAD G1TY5 BY TINS GRADING PLAN N0. 11797-G AND BY $MRCS N0. R9-2009-0001 AND ANY SUBSEQUENT �N PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY 1 .N. � I TITLE SHEET ARi FRS, 1 SAID A&K RAIN14KS (RIM, A" AMENDMENTS THERETO STALL COMPLY WTH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF �( INCREASE IN IMPERVIOUS AREA. 4 K ANY A A LA'PLOYE{SP A V HOA IN ACCORDANCEWITH ATMENTAND STORE AGREEMENT 2 NOTES AGAINST ANY iW1W ALL LIA$IITF$CTAv15; DFIAAMWS CAUSES OF ALTb,Ki SWRCB NO. R9-2009-ODI)1. �VS ��4�` FOR PRNATE STORMWATER TREATMENT AND STORMWATER POLLUTION IMPERVIOUS AREA REPLACED: 9,600 SOFT 3 PRIVATF ROAD PUBLIC WATER LOSSES, "AKS 4%Cos% N(101ML ALL OF XFQJSE x � o � CONTROL AND HYDROMODIFICATION MANAGEMENT FACILITIES PNOPUBUcsEwER PLAN TRERFaf, AWISW& KIDT cFj CR W ANY MAPN It CWYEC'(ED PIMFRLY OTC STEVE CUNmw6pmAIA c±� � BY HOMEOWNER'S ASSOCIATION" FINAL BUILD OUT: 92,614 SOFT �11*114�C�RY� ON AIRY Aas CK OK159 PS Kf OWNER me%u {'S AA�,V($' NOI / 9 37C387782 WP6D65EMT R06E. "t '61 No.CO70066 MI OFF61T6PUBLACSEWEQ CD OY pyppLRA� $)R(ONTRACRIRS K-nci L9, OFFICER$ 0P Z7271 LAS RAM8LAS, SVITE 100 EXP,09/30/1 RECORDED ON 02-06-18 PLAN lIT1J6S R-A WY ADO ALL WORK(9 C0MKYFNCTION 0*141D W SIGNATURE DATE: (A I&SIoN V 19)(L CA A6A I si clyIV � "MEPOMWORCDIIMFCTEO DIIRESLTLY CR UIDREQLY TO¶IE pEPMM1T OR SIEVE CUANW6WAM (944)34S-Ola �DE'OFCALf AS DOG.M 2018-0048540 avil bandwor s 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 PH: 760-908-8745 s info@civillandwoRks.com DESCRIPTION I APPROVED I DATE SUAlt) 4iY== �IMVE CLAN &RAM WP&DEs6RT pWYE Ur L72-21 LAS RAM8U6.6V ITT 100 KtSSIDu V 1 E,p, U, az6a T CaPHA) 349- 8161 DESCRIPTION: CLSB-0062.5' BRASS CAP LOCATION: NW CORNER OF PASEO TAXCO RECORD FROM: ELEVATION: DATUM: AS -BUILT AP 8-17-21 INS^DATE 9-29-21 I FIELD OPERATIONS I PLANNING DIVISION I PARKS AND RECREATION IOLIVENHAIN MUNICIPAL WATER DIST. I ENCINITAS FIRE DEPARTMENT ID PLANS PREPARED UNDER SUPERVISION OF DATE: C R.C.E. NO.:O.: 70066 DAVID V. CARON ovo 9-30-1 R CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. APPROVED: 1335 GE R O E Y CHRIS PHE L. GDOSKU STEVE CUNNIN M s 2-!/ S 264-010-27 DATE PLANNING CASE NO: 09-200 TMDBIDR(EM 11797-1 LDEV-011744-2013 � 1r NEW! • 4 A,MW% .A V�.; im�ill1* WE Q! LOT 16 RANCHO LAS ENCINITAS MAP 848 264-650-19 / 0000 LOT 10 -..... ,. \ LOT 11 \ C B ,L \ EX. UNDERGROUND ELE. I SDI \ MAR NO. IW97-120015 ELECTRICAL NOTE: ALL EXISTING OVERHEAD UTILITY SERVICE LINES, POLES, GUY WRES, AND a TRANSFORMERS, SHALL BE REMOVED OR UNDERGROUNDED n •a\ EASEMENT NOTES m� o v W DOSTING \ ICI` QA DUSTING ROAD AND UTILITY EASEMENT RECORDED OB-28-1968 AS FILE N0. 105760 OF OG .R. ]ppp � QB EXISTING ROAD AND UTILITY EASEMENT RECORDED OB-22-19M AS FILE N0. 135785 OF O.R. I © PACIFIC TELEPTIONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-173340 O O.R. bl \ @ OMND EASEMENT RECORDED 05-13-1977 AS FILE NO. 77-230575 O O.R. Q CITY OF MANTAS RECREATIONAL TRAILS EASEMENT RECORDED D4-22-2003 AS FILE NO. 2003-0465152 OF OI Q SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74-177814 OF O.R. PROPOSED LOT 9 LOT 12 © PROPOSED ID' PUBUC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP Bar. OH PROPOSED 20' SEWER EASEMENT TO CITY OF ENCINITAS PER MAP a U Q PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER MAP q JQ PROPOSED 24' PUBUC EASEMENT FOR PRIVATE STREETS TO CITY O ENCINITAS PER MAR Q PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - WIDTH VARIES (g) PROPOSED 8' PARKING LANE EASEMENT PER MAP 0 PROPOSED V PUBLIC PEDESTRIAN PATH EASEMENT PER MAP QO PROPOSED PRIVATE FLOWAGE EASEMENT PER MAR - WIDTH VARIES © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WIDTH VARIES 0 PROPOSED 24' WATER EASEMENT TO OMWD PER 2018-0051212 OFFSITE Q 15' WDE STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER MAP NO. 18073 Q 20' WADE ROAD AND UTILITY EASEMENT RECORDED SEPTEMBER 16. 1966 AS FILE NO. 150680 O.R. (D 30' WIDE O.M.W.D. WATER EASEMENT RECORDED JUNE 25. 1997 AS FILE NO. 1977-0297085 O.R. - 4Q 30' WIDE PRIVATE ROAD EASEMENT PER DOC. 73-001447 REC. 1-3-17 i QS 30' PRIVATE ROAD AND UTILITY EASEMENT PER DOC. NO. 1997-052-163 REC. 4-3-97 © 20' SEWER EASEMENT TO CARDIFF SANITATION DISTRICT PER DOC. NO. 1999-0483580 REC. 7-13-99 Q 12' WIDE PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 89 PUBLIC ROAD PER DOCUMENT RECORDED SEPTEMBEt 27, 1994 AS F/P NO.94-0572545. OR PUBLIC ROAD DEDICATED PER MAP 13722 10 12' WDE PUBUC SEER AND PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 Civil Dandworks� FJP.09/30/1 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 4? � V1V PH: 760-908-8745 • info@civillandworks.com ��IKCALI \ LOT 13 ��� �- --• \P \ \1 LOT 8 // 1 I 7 , 00000, 1 1 LOT 6 / I / LOT 5 V / LOT 4 LOT 14 LOT 15 Y M LOT 16 ` 1 G �N T5444 aoi 1 � � I � I OUVENHAIN MUNICIPAL WATER DISTRICT GENFRAL POTABLE WATER SYSTEM NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED N ACCORDANCE WTH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OUVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MANS AND FACIUIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR 70 THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON 10 DIAMETER, THICK STEEL REINFORCING COLLAR THE JOB SITE AT ALL TIMES. STEEL PLATE ROVED TO MATCH PIPE O.D., WEIR 2. THE SUBMISSION AND RENEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REWIRED BY THE STANDARD CONTINUOUSLY ALL AROUND SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION MEETING MTH THE DISTRICTS INSPECTOR, 30• 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-UNING TEMPORARY SERVICES PRIOR TO Q. SHUTDOWNS. NO SHUTDOWNS WALL BE SCHEDULED ON A MONDAY OR FRIDAY. EX. MAIN Y S. CONTRACTOR SHALL REVIEW ,LLL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING O a PERMIT, IF REWIRED, SHALL BE SUBMTTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 4 6. NO WORK MAY BEGIN OR PROCEED WTHOIT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE t0• GATE VALVE To DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 10• DIAMETER 10• FLANGE 7. THE CONTRACTOR MUST CALL •DIG ALERT OF SOUTHERN CAUFORNIA• TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED CLASS 200 PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING SIDE NEW SECTION NEW TO- OUTLET, 10• CYLINDER THICKNESS PERFORMED IN PUBUC RIGHT-OF-WAY. (DIG ALERT PHONE 8OD-227-2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR CONNECTION DETAIL PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY NTS WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBUC RIGHT-OF-WAY. I 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN FILE, TOP OF PIPE PROFILE IS 48-INCHES PRO 1 BELOW CENTERLINE OF FINISH GRADE OF STREET. ENCINITAS SANITARVICARDIFF SANITATION DISTRICT SEWER NOTES: IT. ALL DEFEC11ONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM All WORK SHALL DU DONE IF ACCORDANCE WTIi THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1 a D MANUALDEFLECTAI PER COUPLING (2' PER JOINT)STALL. NO BENDING (CURVING) N PIPE SHALL BE PERMITTED. CONSTRUCTION GREDNBOOK', (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE J 2 MANUAL AIR RELEASES SHALL AI INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS MTHIN METER BOX AND LOCATE BEHIND CURB UNLESS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SARI DIEGO REGIONAL OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN UEU OF A MANUAL AIR RELEASE STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING 1 OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. SPECIAL PROVISIONS: 13. INSTALL A MINIMUM 1-14CH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE A 1 3/4-INCH HIGH LETTER -LEY SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S'-02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION _ SERVICE CROSSINGS PER WAS WI-01, 02. & 03. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. -,W/Jf/(_/_� 15. AL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL 2. PIPE AND BEDDING CONDITIONS: ALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. A �� - 16. CONTRACTOR SHALL TIE OF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY LRON (A) ALL PIPE SHALL HAVE 4-MINIMUM OF Y'CRUSHED ROCK BENEATH THE PIPE. WA INSTALLATION NSTALLATION OF VALVES. (B) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12-MINIMUM ABOVE THE PIPE SHALL BE SAND, /I 17. LINE VALVES, WHERE REWIRED AT STREET INTERSECTIONS SEAL BE LOCATED AT THE TEE WHENEVER POSSIBLE GRAVEL, CRUSHED AGGREGATE, NATIVE FREE -DRAINING GRANDULAR MATERIAL HAVING A SAND 1& FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD EQUIVALENT OR 30 OR BETTER. ` SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12-MINIMUM ABOVE THE PIPE 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR SEAL BE Y'CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. ARE 1% OR GREATER. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN ME OMWD STANDARD (� R SPECIFICATIONS. THE CUSS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING AL PIPE, 3. AFTER COMPLETION OF PIPE LAYING, &L MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES VALVES ("SED) AND APPURTENANCES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR AIR PRESSURE TEST SHALL BE USED UNLESS 21. SPECIFICATIONS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15141 OF THE MALTY TEST TIESSTANDARD OTHERWISE DIRECTED BY THE CITY ENGINEER. SPECIFICATIONS PRIOR TO RE -IN OR CONNECTION T TO EXISTING SYSTEM FACILITIES BACTERIOLOGIC DUALITY HEST RESULTS 1 •< SHALL CONFORM TO THE CRITERIA SPECIFIEDSUB IN THAT PRIOR TO FINAL 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD N0. SM-O2. POURED IN PLACE Q 22 CONTRACT RECORD CRAVINGS MUST BE SUBMITTED PRIOR TO F81AL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE MANHOLE BASES SHALL BE A MONOITNIC POUR FINISHED COMPLETE AT TIME OF POUR PRECAST MANHOLE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. BASES ARE ACCEPTABLE FOR USE WTH 8-INCH COLLECTOR SYSTEMS WTIH CITY ENGINEER'S APPROVAL 1 n 23. CONTRACTR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE 1 / PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH S. THE CONSIRUCITUN OF 4-INCH SEWER LATERAL PER MRSD NO'S SS-01 AND SS-02. LATERALS SHALL Ir ` 8 MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WTHIN THE NOT DISCHARGE DIRECTLY INTO MANHOLE. ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WTHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE / DISTRICT. 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED GRADE. 25. ALL BURIED METALLIC DB FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WTH OMWD STANDARD L B 3 SPECIFICATIONS & THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON A ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. - - - O 9. FOR SEWER LATERAL TABLE, SEE SHEET ? 8 10. 'AS BUILT'DRAWNGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 10 E 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO y v _ ••�.y�;:?f)1+gG •e".- •-^- . � ... ACCEPTANCE FOR PUBLIC USE. 6 III -I : v'P: i[: •. :i :` - - _ I -I 12 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 3 HOP 4--��-_ -- -_ - - -_ . I 13. THE CONTRACTOR SHALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF 14409 5 4 I I-1 I I I 7 BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760-633-2770. LOT 2 '��' 6 I _III=III-III-III- J 1-1J,S-III-III-III-III-) I -III -III _I 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY I_ EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 264-64a02 TRAIL DETAIL I5. THE APPLICANT SHALL WARRANTY THE PUBLIC SEVER FOR ONE YEAR FOLLOWING THE APPROVAL OF THETRAIL TREAD As-eDILTs. Q FINISH GRADE 1' BELOW TOP OF HEADER N TURF AREAS. 16. CONTRACTOR SHALL FURNISH AND INSTAL, PER SDRSD SP-01, THE APPROPRIATE BURIED UTILITY WARNING Q 4' DEPTH DECOMPOSED GRANITE W/ APPROVED STABILIZER. AND IDENTIFlCATIN TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED -SUBMIT SAMPLE FOR CITY APPROVAL WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS l -REMOVE ALL ROCKS CLODS &OTHER UNDESIRABLE MATERIAL -COMPACT TO 95; AND SLOPE TO DRAIN &RAKE SMOOTH. 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE 1 5% COMPACT SI1B(RADE TO 95x BELOW TRAIL SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PUN. Q4 2•XrX18' WOOD STAKES - POINTED. LOCATE 0 ALL SPLICES, CORNERS AND 0 5' MAX INTERVALS. I& WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE 1 QS DESERT ROSE FEET. SANITARY SEWER SYSTEM, ` =8 DOVE SONG - 10 FEEL --- 19 ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLEOF TION PRIVATE ROAD - 4 FEET _ - -- - - - - SEWER EASEMENT - 10 FEET TRENCHING BACKFIBUT AND FINISHED GRADING T PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT _` - - - _ _ _ - _ TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500-1.1.5) _ - - - - - - - _- - - WAY -- '. e' ©FINISH FINISH- GRADE 20 BELOW TOP 6 HEADER IN GRWDOU NYER/NADYE AREAS 20. SEWER MANHOLE LINING: DOVE SONS �, - - _ _ - �, - -1 - Q 2•XC PRESSURE TREATED WOOD HEADER (EXCEPT FOR TONS/CURVES). - - - - - - - - - -(2) EACH 1'X4• PRESSURE TREATED LAMINATE IN CURVES 6' RADIUS & LARGER. (A) NEW MANHOLES SEMEN MAINS: THE INSOLE THE SEMEN MANHOLES SHALL BE 8-10'DIVE - - - - - - - - -(6) EACH 1/4-X4- PRESSURE TREATED LAMINATE IN CURVES LESS THAN 6' RADARS UNIN - COATED WITH AN EPDXY PROTECTIVE LIVING SYSTEM PER SECTION 500-2.7 OF THE GREENBOOK. EPDXY 1 -SHALL BE (MIN) 10' LENGTHS (8) NEW MANHOLES WTH 12' DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER / -NOT REWIRED WHERE TRIAL IS BORDERED BY HARDSCAIPE MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500-2.5 OF THE 8 OO WS. LENGTH AS REQUIRED (2) WOOD SCREWS. GREENBOOK. EXISTING MANHOLES:MANHOLES:ALL DUSTING MANHOLES WITH (C) 1H NEW CONNECTIONS SHALL BE INSPECTED 1 GROSS SLOPE 2% MAX REPAIRED, AS NEEDED, NTH THE UNNG SYSTEM THAT MATCHES THE EXISTING LIVING FOR THAT MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL SITE EASEMENT MAP ® GRADE TRAIL TO 1/2' BELOW HEADER BOARD BE COATED MTH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500-2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE UNING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC SCALE: 1"=60' • ALL WOOD SHALL BE PRESSURE TREATED WOW CASE-BY-CASE BASS BY THE CITY ENGINEER.. • USE SPLICE PULES 0 ALL BUTT JOINTS, CENTERED ON THE JOINT & NALID TO EACH 21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WTHOUT PAYING SEWER CAPACITY FEES, PROCESSING A HEADER (4 R W/ (4) WOW SCREWS CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. 22. MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -NON TYPE WTH A THE • USE DECOMPOSED GRANITIC AS TRAIL SURFACE. MATERIAL TO BE APPROVED BY FIELD INSPECTOR. OPENING. MANHOLE COVER INSERTS SHALL BE 24-INCH DIAMETER WITH LETTERING 'CITY OF ENCINITAS'AND SEWER'SIMILAR TO WHAT IS INDICATED ON SDRSD M-1. CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS uhblwuY: I RE70y: CHECKED er: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. i 4 ASBUILTS 9-29-21 DESCRIPTION: CLSB-0O6 2.7 BRASS CAP LOCATION: NWGORNEROFPASEOTAXCO AND CALLE ACERVO RECORD FROM: ROB 18416 220432 DATUM: NAVDB8 B-17-21 INr. D PLANS PREPARED UNDER SUPERVISION OF DATE: T.-1S-i! ,(r( J'j1 lL� R.C.E. NO.: 7U066 MVIDV'CARON EXP.: 9-30-1B RECO APPROVED: /���,}� N.� ,,/�I W"`^'•���JAMES 9 NOWAK CHRISTOPHER L. MAC OSKUELEVATION: $-L-jpWfY DATE DATE IMPROVEMENT PLAN FOR: 1335 DESERT ROSE WAY BOBBINS11797-I 264-010-27 PLANNING CASE NO: 09-200 TMDBIDRIEIA CM DwoRKB DATE 9-29-21 >REER ER DATE SHEET 2 OF 4 LDEV-011744-2013 LOT 7 X'g S LOT 6 o z z 2 S 3 L� 3 � 3 j 3 j ^3 ! m 3 ,•d' 7I / ////� f 1 /, razj, LOT 4 LOT 8/ N LOT 3 S LOT 2 �' \+ s LOT 5 S a / 3 Sf4,.p LOT �j J l / 3 STk21+18.33 W � T 7 ° � '� - N STA:11+18.88 2 STk 21+11.54 S • w 4+00 13+00 12+00Nog '~" $ _ I _ •/ / �� LOT�9w w �'INI, -N ¢F VI 7 •- 1 1 �_ I71�` ad lI PRIVATE SEWER LATERAL TABLE LOT STA / IYµT DROP TO MAIN (FEETTH ) TC DM.EEPTH ZOW TIC SLOPE 1 1G+64.58 130.90 1.2 29.0 149.31 7.31 20.00 2 11+08.96 139.79 1.2 29.0 150.21 7.50 19.00 3 11+89.62 143.23 11 29.0 153.23 7.66 12.00 4 12+47.86 145.85 1.2 29.0 155.23 6.85 14.00 5 13+10.10 14865 1.2 29.0 158.55 7.08 17.00 8 21+87.01 15212 1.2 59.5 161.09 6.30 5.00 7 21+67.18 15260 1 1.2 1 525 161.29 1 6.20 I 3.80 8 21+,U61 153.15 1.2 46.0 161.64 BAD 3.00 9 21+11.54 153.22 1.2 48.0 161.82 6.30 370 10 2D+88.19 15153 1.2 520 161.79 6.09 3.00 11 2D+5264 151.94 1.2 56.5 161.45 6.83 4.50 12 13+30.09 149.59 1.2 29.0 159.54 7.25 13D0 13 12+85.21 147.53 1.2 29.0 157.02 7.03 11.00 14 12+22.41 144.71 1.2 29.0 153.46 6.52 9.00 15 11+59.18 141.86 1.2 29.0 150.94 6.90 8.50 16 10+93.30 I ------ 1.2 I 30.5 I .4 . I 7.29 13.00 LOT 10 e /� m s w H s LOT 13 w s w s LOT 15 W �' - T _ i// / / 11S NOTES: LLal V9 \ 8 ,� -. n 5 $ o �, S / STA9+99.85= 1 1. IMPROVEMENTS. I��.FOR PRIVATE STREET IMPROVEMENT, GRADING. AND DRAINAGE V n 8 g z� LOT 14 m a LOT 16 / 2+14.88 Dsw ---- i SEWER USANDWLAGER wiu TO BE , PLACED 9 wm AWHEREiE UnUITIES �Aw sr O w w LOT 12 « g + ± ± - 7 A a * / DRAIN IS PRIVATELY OWNED AND MUNRARED. W . WRMPER, NOZZLE, FLANGE, ALL WET UTILITIES. 4. ALL DRY UTILITIES TO BE LOCATED 5 FEET LONGITUDINAL AND I F00T FROMENNIN S �JI S 2 3 2 3 2 3 2 3 - I // TV HOT TM W/ GV 3 7B LOT 11 N e CONSTRUCTIO NOTE : N ' / 8 - i CONSTRUCT 60' SEWER MANHOLE PER SDRSD SI-02 s [ / 9 Q 3 20 CONSTRUCT 4' SEWER LATERAL PER SDRSD SS-01 AND SEWER CUMOUT PRIVATE ROAD _ / No.0070088 = EA M T N PER SDRSD SC-01 TO BE LOCATED AT PROPERTY UNE (ROM) � _ � // � / / � 2O O 20 40 ((�44 SE EN OTES n 1' WATER SERVICE NTH METER PER DMWD ONG. NO. B-1.1PROPOSED /ol.c,�1 v: s0 O Q PROPOSED 24' PRIVATE ROAD AND U11UTY EASEMENT PER MAP V ONE 4' AND TWO 2 1f' LAST OlI 'I - ..- $ 0 PROPOSED 24' PUBLIC EASF3ENT FOR PRIVATE STREETS TO CITY 6 FNgNITAS PER MAP OS END CM W/ THRUST BLOCK c QM PROPOSED 8' PARKING LANE EASEMENT PER MAP © THRUST BLOCK PER ON* DWG NO. D-3.6 m 07 'NO PARKING FIRE LANE' SIGNS PER PRE DEPARTMENT STANDARDS N 0 PROPOSED 5' PIRILIC PEDESTRIAN PATH EASEMENT PER MAP ® INSTALL 2' BLOW OFF PER OMWD DWG. NO. A-1.1 ® PROPOSED 24' WATER EASEMENT TO OMWD PER SEPARATE DOCUMENT 41 INSTALL 10' X 6' TEE W/ TB PER PER OMWO ONG. NO. D-3.4 IN SEWER MANHOLE NOTE: 0 NSTAU. ION X W REDUCER All M M AL MEN AM OLD MOONED MANHOLES TD BE EPDXWINED AND SPARK TESTED 45 Y WATER SERVICE W/ METER PER OMWD DWG NO. B-1.7 / SENSUS R2 META TYPE 5 PER GREEN BOOK STANDARDS 3' REDUCED PRESSM BACKFLOW PREVENTER PER OMWD DWG. NO. C-22 WATER MAIN PIPE TABLE p BEARING/DELTA RADIUS LENGTH REMARKS 1 S225'32'E - 20.83' 10' PVC CL200 (PUBLIC) 2 1112`01'1 664.80' 38.74' 10, PVC CL200 (PUBLIC) 3 N12401'I 664.60 65.9V 8' PVC CL200 (PUBLIC) 4 N21�48'E - 314.2S 8' PVC CL200 (PUBLIC) SEWER MAIN PIPE TABLE 0 BEARING LENGTH REMARKS 5 1 N92532'W 1 117.17' 1 8- PVC - SDR-35 (PUBLIC) e 1 1121-3911 1 305.62' 8' PVC - SDR-35 (PUBLIC) OMWD NOTE: GRAPHIC SCALE g t LEE EXISTING 30' WATER MAIN TO BE POTHOLED, VERTICALLY AND HORIZONTALLY LOCATED PRIOR SCALE. 111 20' Z IL TO GRADING AND CONNECTION. RESULTS TO BE SENT TO WATER DISTRICT FOR RENEW. R °AUn°NIL Civil Dandworks E,OSIRIG UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN I MS M FROM AEFLECE RECORDS GWHICH UTILITIES. TI MOST CASES ARE AND DEPTH PIONS. THESE PUNS MAY NOT REFLECT ALLUB EXITING UIITO CO EXACT LOCATION AND OF AL OF DOSING 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 UTLITIES ARE UNKNOWN. SUBCONTRACTOR N IFY ENGINEER THE OF WORK OF ALL ISCRE G UTILITIES PRIOR TO SEMI OF WORK, AND NOIEY ENGNEER OF WORK OF ANY DISCREPANCIES. PH: 760-908-8745 • info@ciVlNandWorks.com i CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DEs1cNED BY. DRAWN Bv: CHECKED BY: ENGINEERIN DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 'o 4 ASBUILTs 9-29-21 DESCRIPTION: CLSB-0062.5• BRASS CAP LOCATION: NW CORNER OF PASEO TAXCO AND CALLE ACERVO RECORD FROM: ROS 18416 ELEVATION: 220432 DATUM: NAVDBS 6-17-21 TNT, D PLANS PREPARED UNDER SUPERVISION OF DATE: T-1 f-,L R.C.E. NO.: 70066 DAVIDV.CARON E71p,; 9-30-16 RECO APPROVED: vOf T�='-�� STE NOWAK CHR15T HER L. MI .7n-/g S 2-2019 GATE DATE IMPROVEMENT PLAN FOR: 1335 DESERT ROSE WAY JAMES ROBBINS 26"10-27 PLANNING CASE NO: 09-200 TMDBIDRIEIA 11797-I PUBLIC Ks CIVIL WORKS DATE 9-29-21 PLANNING REVI R I EER DATE PECTOR SHEET 3 OF 4 LDEV-011744-2013 M a. oo cn. CN in in 0- n. T n co ff-171120M �n MEN ,dig EME SOMME am= ® M MM= "rommom =mg. .4 40 MINN..= MIL ME a SEE E MEN 0 MINE No Sol a mqbqt"=Evi I I qnj1 mom ANN a ON aim NINE NEES a 0 sommoommommoomm Sol ppi a ago MMMEMEO EMMONS a 0 ME smom =�om 0 smomm No= M a ME a moommo Il MEMO c IN 0 NEI im:pm ONE am MINE 0 ME Mw.1 go 111111 ONE 1 1 aw lwk� MEN -Rn ==== =MMMMMM=== i NUMME 0 am 111 MEMO SM1111 NEESE ME COMMERCE N nommmo 1011 ME-MEN a a all MEN MEIJIB 0 ME OEM m®® ®® SEE ME1 11M 111111111 a a N- Ham M a ff.-NE-M! w W, 11 I iFF EVE 3 Ll a ME NMI - MOON a ow MEN MEN MM 7 E. OEM mo� a ML EMEMEME OEM 111MIrark, NEON mosilom E, E monlins m� 0 ME MEN Mill linmom MEMO .1000mlilm 1.1mommm= MENEEMENEENESSEN Ml 10+00 �T- ------------ -------- --------- - - ---- ------ --------- ------- -- ------ ----- ------- ----------- -- ----- - --- ----------- -- ------ ------ -- _q -------- F -- -------- --- --- - - -------- --- -- -------- --- -- -------- ------------ -- -------- --- -------- -- ---- --- I -------- ----------- --- ----------------- ------- --- -- ---- ------------ -- --------------------- ---- --- - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 1 3 :22 8+00 -------- ----- - ------ --- - ------ -- T_ A:7 +10.29 t -------- -- --- -------- --- -------- --- --- ----------- --------- - f ---- --- I --- 1HH --- I ---- I ---- I ---- - �__ f__-] ---- j --- I --- I --- I ---- r i- - - ---- --- -------- - -- --- ---- -- -- ----- --- ---- --- ---- --- ------- - ------ -- --- ---- --- --- -------- --- --- ---- -- 7+00 1 6+00 28 -540-04 Z/ 10 SWR MH-2 01111 5+00 M PROFILE SCALES HORIZONTAL: 1" = 20' VERTICAL: 1 " = 4' SEWER MAIN PIPE TABLE 0 BEARING LENGTH REMARKS 1 S3425'1 7"E 45.04' 8" PVC - SDR-35 (PUBLIC) 2 S16*03'15"E 122.38' 8' PVC - SDR-35 (PUBLIC) 3 S28*32'44"E 184.18' r PVC - SDR-35 (PUBLIC) 105.38' 8" PVC - SDR-35 (PUBLIC) S SWR MH-1' . ° SWR MH SEE NOTE 3 ON THIS SHEET STA- 5t42.87 7 13 +20.26 o*j�;' y// NOTES: /TRAIL TO BE RECONSTRUCTED .7� 3 1. TRAIL AND FENCING IS TO BE REBUILT TO CITY OF ENCINITAS STANDARD AND BACK WITHIN EASEMENT INSPECTED AND APPROVED BY PARKS AND RECREATION. -640-0 2. NO WORK OUTSIDE OF EASEMENT IS PERMITTED. -9 MAIN UNE. 3. OMWD SS ST 30" AFF TO BE PRESENT OUTSIDE AT TIME OF ANY CROSSING OR TRENCHING 264-640-04 4. TRAIL AND FENCING TO BE RELOCATED ENTIRELY IN PUBLIC EASEMENT ACRO5 Imo) zz CONSTRUCTION NOTES: EASEME N I WE'S / // , �/ 0 CONSTRUCT 60" SEWER MANHOLE PER SDRSD SM-02 EXISTING 0 E s XI s_ nN AD AND UTILITY EASEMENT RECORDED 06-28-1966 AS FILE NO. 105760 OF O.R. CONSTRUCT 4" SEWER LATERAL PER SDRSD SS-01 UTILITY EASEMENT RECORDED 08-22-1966 AS FILE NO. 135785 OF O.R. C E NG ROAD AN ROAD AND U CONSTRUCT 1" WATER SERVICE WITH METER PER OMWD DWG. NO. B-1.1 PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-173340 OF O.R. TRENCH RESURFACING PER COE UTILITY TRENCH BACKFILL AND RESURFACING STD @ OMWD EASEMENT RECORDED 06-13-1977 AS FILE NO. 77-230575 OF O.R. 05 CONSTRUCT TRAIL SEE DETAIL SHEET 2 CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT RECORDED 04-22-2003 AS FILE NO. 2003-0465152 C-3 ) OF SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74-177814 OF OR ESS PROPOSED S PROPOSED 10' PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP OFFSITE 0 PROPOSED 20' SEWER EASEMENT TO CITY OF ENCINITAS PER MAP NO WORK OUTSIDE -IS PERMITTED No.0070066 7- 7 /1 F NOTE: 0 15' WIDE STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER MAP NO. 18073 YJ (D PROPOSED 34' PRIVATE ROAD AND UTILITY EASEMENT PER MAP Q2 20' WIDE ROAD AND UTILITY EASEMENT RECORDED SEPTEMBER 16, 1966 AS FILE NO. 150680 O.R. PROPOSED 34' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP Q3 30' WIDE O.M.W.D. WATER EASEMENT RECORDED JUNE 25, 1997 AS FILE NO. 1977-0297085 O.R. WIDTH VARIES 30' WIDE PRIVATE ROAD EASEMENT PER DOC. 73-001447 REC. 1-3-17 Q PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP (1) 30' PRIVATE ROAD AND UTILITY EASEMENT PER DOC. NO. 1997-0152-163 REC. 4-3-97 ■ PROPOSED 8' PARKING LANE EASEMENT PER MAP 20' SEWER EASEMENT TO CARDIFF SANITATION DISTRICT PER DOC. NO. 1999-0483580 REC. 7-13-99 20 0 20 40 0 CAUTION.. NO PROPOSED 5' PUBLIC PEDESTRIAN PATH EASEMENT PER MAP 12' WIDE PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 EXISTING UNDERGRO UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN IA forks OBTAINED FROM 11ABIE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE @ PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WIDTH VARIES PUBLIC ROAD PER DOCUMENT RECORDED SEPTEMBER 27, 1994 AS F/P NO. 94-0572545, O.R. GRAPHIC SCALE C a PLANS MAY REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING Q9 PUBLIC ROAD DEDICATED PER MAP 13722 SCALE. I"= 20' UnUTIE E UNKNOWN SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP -WIDTH VARIES 110 COPPERWOOD WAY, SUITE P 0 ANSIDE, CA 8 UTI S PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF MY DISCREPANCI @ 12' WIDE PUBLIC SEWER AND PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 PH: 760-908-8745 •info @civillandworks.com PROPOSED BIOLOGICAL OPEN SPACE EASEMENT FOR SOUTHERN MARITIME CHAPARRAL PER MAP - WIDTH VARIES CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: - ENGINEERING DIVISION APPROVALS DVC I JF I DVL; CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VQ I 1>1'HK !;HW, S 6 AfA "S ko ilk DESCRIPTION: CLSB-006 2.5" BRASS CAP INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD D APPROVED: IMPROVEMENT PLAN FOR: LOCATION: NW CORNER OF PASEO TAXCO PUBLIC WORKS DATE: 1335 DESERT ROSE WAY AND CALLE ACERVO CIVIL LANDWORKS DATE PLANNING " - JAMES ROBBINS 11797-1 RECORD FROM: ROS 18416 4 R.C.E. NO.: 70066 ST V N NOWAK CHRIST HER L. MAGflr0SKU ELEVATION: 220.432 REVIEWER 41, 76-/f' 5-2S - 2 -2-pig 264-010-27 DATUM: NAVD88 CITY ENGINEER DATE DAVID V CARON _ V. INSPECTOR EXP.: 9-30-18 DATE _ DATE PLANNING CASE NO: 09-200 TMDBIDR/EIA SHEET 4 OF 4 �i � � ®�i�i;����I ®3�1��'r'i"i C i11iiS'. ]ifiL`w���i�ii� =•� ®�II� ®'�i® ®�I � ®� � ®� ®''�," "'�"�'. ®� ®� ®� � ®� ®�I I� � I� ®Ti��i lid ��MMNN ®ii®® R: ® ® ® ®® ® ® Inao 1 0 %Milo INN ®_® M 0 on 2 0 mommomi s a r v : a. PFAWME����mm sm®® momosom — _ 3 ®® 0 ® am MENEM 01, . . url and OMEN 0 ME Emom, �. ®� � -.� MIN 11 ® ® 0 I ® ® E � EEMME =as rM 0 on.-S MEMO OEM NEI ME ME Mldklml lmm MEN olm All. mom No EM MENUMMIN MMMIMF­ , I Emil M In 14 �: VAffifflitEll ME 1, m ® MEN : A 10 +00 9 +00 8 +00 7 ff� 254- 640 -02 / 264- 540 -04 `SWR MH -3 STA:7 +08.36 ' MH -4/ ` / SEE NOTE 3 ON THIS SHE 8+92.54= / 13+20.26 DSw TRAIL TO BE RECONSTRUCTED " S HBACK WITIN EASEMENT � 254 - 64004 �. ��,,%' %;;� • ,` �F, EASEMENT NOT / AwR MH -, D 3 / EXISTING / O 0 EXISTING RO ND UTILITY EASEMENT RECORDED 06 -28 -1966 AS FILE N0. 105760 OF O.R. / © EXIST! OAD AND UTILITY EASEMENT RECORDED 08 -22 -1966 AS FILE NO. 135785 OF O.R. © FlC TELEPHONE EASEMENT RECORDED 07 -07 -1975 AS FILE NO. 75- 173340 OF O.R. co OMWD EASEMENT RECORDED 06 -13 -1977 AS FILE NO. 77- 230575 OF O.R. w CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT RECORDED 04-22 -2003 AS FILE NO. 2003 - 0465152 SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74- 177814 OF O.R PROPOSED ' " G PROPOSED 10 PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP / SWR MH O OFFSITE o : STA 92- ,. QH PROPOSED 20' SEWER EASEMENT TO CITY OF ENCINITAS PER MAP / 488 DSW� O 10 15' WIDE STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER MAP N0. 18073 / ` \ (D PROPOSED 34' PRIVATE ROAD AND UTILITY EASEMENT PER MAP Q2 20' WIDE ROAD AND UTILITY EASEMENT RECORDED SEPTEMBER 16, 1966 AS FILE NO. 150680 O.R. / JO 3 30' WIDE O.M.W.D. WATER EASEMENT RECORDED ,TINE 25, 1997 AS FILE NO. 1977- 0297085 O.R. .r. PROPOSED 34' PUBLIC C EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP 30' WIDE PRIVATE ROAD EASEMENT PER DOC. 73- 001447 REC. 1 -3 -17 PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - WIDTH VARIES N OS 30 PRIVATE ROAD AND UTILITY EASEMENT PER DOC. NO. 1997 - 0152 -163 REC. 4-3 -97 c I I 0 PROPOSED 8' PARKING LANE EASEMENT PER MAP © 20' SEWER EASEMENT TO CARDIFF SANITA11ON DISTRICT PER DOC. NO. 1999 - 0483580 REC. 7 -13 -99 AUTION.. c EXISTING UNDERGROU LITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN NO PROPOSED 5' PUBLIC PEDESTRIAN PATH EASEMENT PER MAP 70 12' WIDE PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 'cz OBTAINED FROM LABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE OO PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WIDTH VARIES ®PUBUC ROAD PER DOCUMENT RECORDED SEPTEMBER 27, 1994 AS F/P N0. 94- 0572545, O.R. PLANS MAY REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING Q9 PUBUC ROAD DEDICATED PER MAP 13722 UTILITTE E UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP -WIDTH VARIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. O 10 12' WIDE PUBLIC SEWER AND PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 y © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT FOR SOUTHERN MARITIME CHAPARRAL PER MAP - WIDTH VARIES o a= -_ 6 +00 { / {, 1 f a t / 4�IH -t O � L j / / n O / 5 +00 NOTE: NO WORK OUTSIDE PROFILE SCALES HORIZONTAL: 1" = 20' VERTICAL: 1 " 4' SEINER MAIN PIPE TABLE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRP BY: CHECKED BY: ENGINEERING DIVISION APPROV, 34.20' FN 2 g o'o c 122.38' ti S 14 CaT - A dr vis E 5 LOW lu2 R►J 16A -0L DESCRIPTION: CLSB -006 2.5" BRASS CAP LOCATION: NW CORNER OF PASEO TAXCO AND CALLE ACERVO RECORD FROM: ROS 18416 ELEVATION: 220.432 DATUM: NAVD88 8" PVC - SDR -35 (PUBLIC) 4 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: l �';o - t4 R.C.E. NO.: 70066 - DAVID V. CARON EXP.: 9 -30 -18 RECOMMENDED: APP STEVEN NOWAK DATE DATE I RIc ATE 3 T N S H T - \� PUBLIC WORKS CIVIL LANDWORKS DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR 5 +00 NOTE: NO WORK OUTSIDE PROFILE SCALES HORIZONTAL: 1" = 20' VERTICAL: 1 " 4' SEINER MAIN PIPE TABLE BEARING LENGTH REMARKS 1A S21 1'36 "E 8.92' 8' PVC - SDR -35 (PUBUC) 1 S2935'40 "W 34.20' 8" PVC - SDR -35 (PUBLIC) 2 S16'03'15 "E 122.38' 8" PVC - SDR -35 (PUBLIC) 3 S28'32'44 "E 184.18' 8" PVC - SDR -35 (PUBLIC) 4 N87034'28 0E 105.38' 8' PVC - SDR -35 (PUBLIC) NOTES: 1. TRAIL AND FENCING IS TO BE REBUILT TO CRY OF ENCINITAS STANDARD AND INSPECTED AND APPROVED BY PARKS AND RECREATION. 2. NO WORK OUTSIDE OF EASEMENT IS PERMITTED. 3. OMWD STAFF TO BE PRESENT OUTSIDE AT TIME OF ANY CROSSING OR TRENCHING ACROSS 30" MAIN LINE. 4. TRAIL AND FENCING TO BE RELOCATED ENTIRELY IN PUBLIC EASEMENT CONSTRUCTION NOTES: 01 CONSTRUCT 60" SEWER MANHOLE PER SDRSD SM -02 02 CONSTRUCT 4" SEWER LATERAL PER SDRSD SS -01 03 CONSTRUCT 1" WATER SE=RVICE WITH METER PER OMWD DWG. NO. 8-1.1 ® TRENCH RESURFACING PER COE UTILITY TRENCH BACKFlLL AND RESURFACING STD 05 CONSTRUCT TRAIL. SEE DETAIL SHEET 2 20 0 20 40 r GRAPHIC SCALE CIA an ks SCALE: 1 "= 20' 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA PH: 760 - 908 -8745 • info @civillandworks.com S CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. IMPROVEMENT PLAN FOR: 1335 DESERT ROSE WAY 11797 -1 4GDOSKU 264- 010 -27 PLANNING CASE NO: 09 -200 TMDB /DR/EIA I SHEET 4A OF 4 k\ NEW SHEET, REPLACE SHEET 4