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2019-14187 I (Plans)GENERAL RIGHT -OF -WAY NOTES: 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1 -800- 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4.ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK -, LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6.PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7.NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8.140 WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. 9.140 WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL 4 SIDES AND MUST BE MAINTAINED. Q ( ) REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. 16. TWO SACK SAND- CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL. 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES. 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. IF 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CASTAWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24, ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. GENERAL RIGHT -OF -WAY NOTES (CONTINUED): 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06 AT NO COST TO THE CITY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PEDRO TAVARES AT (_619_) 609_ -_7373 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD /ESD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT -1- 760 - 753 -6466 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA NO CHANGE TO IMPERVIOUS AREA PROPOPOSED VICINITY MAP STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770. OWNER /APPLICANT PEDRO TAVARES 1884 SUMMIT HILL DR ESCONDIDO, CA 92027 619 609 7373 SITE ADDRESS 252 RANCHO SANTA FE RD ENCINITAS, CA 92024 259 - 231 -27 -00 LEGAL DESCRIPTION PARCEL 1: THAT PORTION OF LOT 27 OF THE SUBDIVISION OF THE RANCHO LAS ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 27, 1898, IN COLONY OLIVENHAIN, ACCORDING TO MAP THEREOF NO. 326, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 8, 1885, DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT AT INTERSECTION OF THE CENTER LINE OF "C" STREET WITH THE CENTER LINE OF SIXTH STREET AS THE SAID STREETS ARE SHOWN AND DESIGNATED ON A MAP ENTITLED "PLAT OF COLONY OF OLIVENHAIN" AS FILED IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY; THENCE SOUTH 15'41'15" WEST ALONG THE CENTER LINE OF "C" STREET 365.95 FEET TO THE NORTHEASTERLY CORNER OF THE LAND DESCRIBED IN DEED TO PATRICK E. CARROLL, RECORDED OCTOBER 25, 1966 AS DOCUMENT NO. 170434 OF OFFICIAL RECORDS; THENCE NORTH 73" 10'49" WEST 255.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 73° 10' 49" EAST 80 FEET TO THE NORTHWEST CORNER OF SAID CARROLL LAND; THENCE SOUTH 15'41'15" WEST 250.06 FEET TO THE SOUTHWEST CORNER OF SAID LAND; THENCE NORTH 730 10'49" WEST ALONG THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID LAND 106.00 FEET; THENCE NORTHERLY IN A DIRECT LINE TO THE TRUE POINT OF BEGINNING. PARCEL2: AN EASEMENT AND RIGHT OF WAY FOR INGRESS AND EGRESS AND ROAD PURPOSES, AND FOR UTILITY PURPOSES, TO BE USED IN COMMON WITH THE GRANTORS AND OTHERS, OVER THAT PORTION OF THE SOUTH HALF OF 6TH STREET NOW VACATED BETWEEN THE WEST LINE OF "C" STREET AND THE WEST LINE OF "D" STREET AND THE EAST 30 FEET OF THE WEST HALF OF "C" STREET NOW VACATED SOUTH OF THE SOUTH LINE OF 6TH STREET AND NORTH OF THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 1 ABOVE, ACCORDING TO MAP THEREOF NO. 326, FILED IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 8, 1885. PARCELS AN EASEMENT AND RIGHT OF WAY FOR INGRESS AND EGRESS AND ROAD PURPOSES AND FOR UTILITY PURPOSES TO BE USED IN COMMON WITH OTHERS OVER, UNDER, ALONG AND ACROSS A STRIP OF LAND 20 FEET IN WIDTH, THE SOUTHERLY LINE OF SAID STRIP BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID CARROLL LAND DESCRIBED IN PARCEL 1 ABOVE; THENCE NORTH 730 10'49" WEST 200.34 FEET. THE EASEMENTS HEREIN DESCRIBED ARE HEREBY DECLARED TO BE APPURTENANT TO AND FOR THE USE AND BENEFIT OF THE PRESENT AND FUTURE OWNERS OF ALL OR ANY PORTION OF PARCEL 1 ABOVE. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: o c� l P ( ! EDRO AND N T AVARES � 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:- �L // / DATE: 2019 -07 -19 RODRIC� HAWKINS, PE HAWKINS & ASSOCIATES ENGINEERING, INC. 436 MITCHELL ROAD MODESTO, CA 95354 (209) 575 -4295 SHEET INDEX 1 SHEET DESCRIPTION 1 TITLE SHEET Nn.50 S88 2 SEWER PLAN AND PROFILE 3 EROSION CONTROL PLAN a- CAL f BMP PROJECT STATUS STANDARD FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION vLw�lrnHln Mul if%lr L vv�►I�rc I ENCINITAS FIRE DEPARTMENT 111CT�1l�T Q�a inrl slew � � o v Y` DA E s� T9 SIGN �D 1T N DA 7 slcN CHANCE No. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY. DRAWN BY: MIS MIS RHH CHECKED BY: ENGINEERING, DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: ED WELL MONUMENT IN AC ON CENTERLINE OF ENCINITAS INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC VIVIDND D:S jE7DWARD OVED- IMPROVEMENT PLAN FOR: SEWER EXTENSION FOR BLVD 300' EAST OF INTERSECTION WITH WILLOW SPRINGS AT BEGINNING OF PUBLIC DATE: 2019 -07 -09 LEFT TURN POCKET 252 RANCHO SANTA FE RD ENGINEER'S NAME DATE WORKS 14187 -1 BASIS OF BEARINGS IS ALONG THE NORTHERLY LINE OF THE LOT BEING JE E OWENS WIMMER N71 °17635'42 "W PER PARCEL MAP 15145 PLANNING R.C.E. NO.: 50188 OWNER: PEDRO TAVARES BENCHMARK: CITY OF ENCINITAS NO. 1029 SENIOR ENGINEER DATE REVIEWER R RICK . HAWKINS EXP.: 2021 -06 -30 elril � ` f-019 APN 259 - 231 -27 -00 RECORD FROM: CITY OF ENCINITAS VERTICAL CONTROL DATE DATt t PLANNING CASE NO: NA SHEET 1 OF 3 ELEVATION: 218.103 DATUM: NAVD88 INSPECTOR W e2 c5 d z� c� o� zQ wv w w zo 0 zw LL] o w0 � Qo vQ 0 0 U) w� c N � J � w Ln �Ur� z `n �0 Qro ENCINITAS SANITARY /CARDIFF SANITATION DISTRICT SEWER NOTES: S4 ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK ", (LATEST EDITION), THE SAN SSCO R1M= 136.00 DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL 4 SS(NE)INV= =129.00 STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: cc�� n1 �i�jPER SORSO SC -01'' APN o CS� °�� °L PROSSING=N5 TYPE B 1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS WI -01, 02, & 03. D A A nn n� ��uVTA 2. PIPE AND BEDDING CONDITIONS: 7�A WA �D ES TA QC (A)ALL PIPE SHALL HAVE 4" MINIMUM OF' /d' CRUSHED ROCK BENEATH THE PIPE. U (B)V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING INSTALL 4 SS GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. CLEANOUT AT PL ,,, (C)P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE /< CRUSHED ROCK. A.B.S. SOLID WALL CONNECTION BY PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1 % OR GREATER. OTHERS T 3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE SEWERS SEWER SERVICE LATERALS AND STRUCTURES S HALL BE TESTED IN T HE PRESENCE OF THE ' INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. S3 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL. CONC 130.9 EP =130.111 � 5. THE CONSTRUCTTON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. �7 6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP -07. 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE. l 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF 12J. 5 WORK. i 9. FOR SEWER LATERAL TABLE, SEE SHEET N /A. Lapel. 10. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 256 [RANCHO SANTA FE RINI, 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE. o GAQG3�L�L�QG°30 12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. v \ 13. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760- 633 -2770. STA =4 +40.02 LATERAL PER 55 -01 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 8 SS(THRU)INV= 114.50 W)INV= 114.67 - 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS- BUILTS. 4 SS(N - STA: =4 +44.4: 16 CONTRACTOR SHALL FURNISH AND INSTALL PER SDRSD SP -01 THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATIN TAPE ABOVE ALL PUBLIC SSCO RIM= 119.9! SEWER LINES AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. 8 SS NE INV= 114.54 ' PER SORSO SC- Olt 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE TYPE B. SHOWN ON THIS PLAN. FEP:tI a TRENCH RESURFACING PER CITY I OF ENCINITAS STANDARD DETAIL. - - +� 15 SANITARYS 1 _ . II SEWER EASEMENT ! FL 121. 2 5 P ,CO C- 122.57 ' GAQpf�o of Qnp1/��lMo ��p�1r�770 I� I� 2A.5` #C FONC EC-121.33 ��0 °�� °%�� y 284 RANCHO SANTA FE RD. fk'�IFL=119�44 STA71ON EQUASION I H A USER 40.02 =1 +00.00 cn 12 C m. NC =119.76 SD CULVERT � i 18 "SD(1N)IN V= 176.72 2 = 119.0 8 -. SD CULVERT g = 119.68- 18 "SD(IN)INV- 116.06 ti W /"�,FL= 119 -11 7 8 -s c .,LBO ¢ W INSTALL 344.5 LF 8 SS EL_ _ . _ _ N pN SLOPED 0.01 _- - = =- - -- r� - -� - -- - - - - -- '�- Fr= 19"9 ' _ _ _ L=-1'1� - _ ,n _._.._ = 119.96 -i `9 5� QNO° cn FI�1f9.3b =0 FL 120,6fJ O CAUTION: UTILITY LOCATION NOTES 1. EXISTING UNDERGROUND U71LI71ES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE LOCATIONS SHOWN ARE BASED ON RECORD INFORMATION, PROVIDED BY OTHERS AND BY FIELD LOCATION OF SURFACE FEATURES THIS l NF ORM A77 O N IS PROVIDED ONLY AS AN AID TO THE CONTRACTOR. THEREFORE, TH E O Nf - R A ND ENGINEER CANNOT ACCEPT RESPONSIBILITY FOR THE LOCA77ON AND / OR DESIGNATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO COMMENCING WOR K TH E CONTRACTOR SHALL HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES CONTRACTOR SHALL VERIFY LOCA 77ON (BO TH WRTICAL A ND HORIZONTAL) OF ALL EXIS77NG UNDERGROUND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS WORK. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT USA. AT 8 -1 -1. 2. SECTION 1540 (A) (1) OF THE COIVSTRUC77ON SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540) ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT T THE OCCUPA I701VAL SAFETY AND HEALTH ACT OF 9973 AS AMENDED STATES. "PRIOR TO OPENING AN EXCAVATION, T7 N 0 E OR 0, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS, LE SEWER, WATER, FUEL, ELECTRIC LINES ETC., WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UN DE R G R OUND INSTALLA D ONS ARE COCA T ED. WHEN EXC A VA T/ ON APPROACHES THE APPROX IMATE LO AA ON OF SUC H A I NS TA CC ATl ON, TH E EXACT LOC ATl O N SHALL BE DETERMINED BY CAR E F UL PR OBI NG OR HA ND DIGGING AND WHEN IT 1S UNCOVERED ADEQUATE PR07EC77ON SHAL L BE PR O NDED FOR THE INSTALLATION. A LL KNOWN OWNERS OF UNDERGROUND FACILITIE S I N THE REA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL E EXCAVATION. " 3 CONTACT OLIVENHAIN MWO LINE LOCATOR 72 HOURS PRIOR TO COMMENCING EXCAVA77ON 760 - 415 -9849 4. CABLE PIPE & LEAK DETECTION TO LOCATE AS MANY PRIVATE SERVICES AS POSSIBLE MONUMENT PRESERVATION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY MONUMENTATION AND REFERENCE POINTS WHICH MAY BE LOST OR DISTURBED AS A RESUL T OF THE WORK. 2. PRIOR TO THE START OF CON57RUCTlON THE CONTRACTOR SHALL VERIFY THE LOCA71ON OF MONUMENTA77ON WHICH MAY BE DISTURBED. HE SHALL BE RESPONSIBLE FOR THE PRESERVA77ON OR REPLACEMENT OF ALL SUCH MONUMENTA77ON IN COMPLIANCE WITH 8771 OF THE BUSINESS AND PROFESSIONS CODE AND SECTIONS 732.5, 1492.5 AND 1810.5 OF THE CALIFORNIA STREETS AND HIGHWAY CODE, J. THE CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR TO SET TIES TO ANY MONUMENT THAT MAY BE DISTURBED OR LOST DURING THE COURSE OF THE WORK. SUCH 71ES SHALL BE SET IN L OC A71 ON THAT WILL NO T OTHERWISE BE DISTURBED. ED. 4. THE CONTRACTOR SHALL BEAR ALL COSTS OF SURVEY, RE- SURVEY, REFERENCE TIES REPLACEMENT CORNERS, CORNER RECORDS MAPPING, CHECKING AND RECORDING FEES WHICH MAY BE REQUIRED AS A RESULT OF LOSS OR DISTURBANCE OF MONUMENTATION WHICH MAY OCCUR DURING THE COURSE OF THE WORK. Ni APH o ", 274 RANCHO SANTA C IE RD. I � CONNECT 8" SDR35 SS TO �FL= 133.62 EXISDNG SS MANHOLE. a`�• BSS EC= 1 +64.30 If CONTRACTOR TO EPDXY XFE= 132.79 LINE EXISTING MANHOLE W TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL. ,'`FL -T3T- EP 128.98 � /T - 1EP= 13111 EP= 127.15_ _._ _ � FL 129 69 FL- 122 31 L= 122.36 EP _125.37 - - ----- "`�. _ * ° FL BC= 122.20 = 122.50 - P= "12433- - - "'- 1 I �.. l FL E 129.23 FS- - y49 L 121 ^8 SS BC =1 +00.00 -- ,..� O v ¢ 'n - . ,� ` - N _ _ 1 SSMH RIM-127.87 ' 8 °SS - S + _, _._ :119_ - - - -- - - - -- - - - - -- - -= -- -- - - - - -3 - -- - - -- - ss(sE)1NV_ - - -- -- - -- -- - - -- -- - -� -- - -- --- BSSSWINV- 111.10 INSTALL SSCLEANOUT 13.18 / SSC0= 118:7 Q� o -- - - -- - - -, - -- - ( ) 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. / SSCO 120,26 S - - - >(LP 11T36 _ %�1195_3 E 119 12 i SSCO =124 78 - - - -; - - -,c _ 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR SD CULVERT 2 1 TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500 - 1:1.5) 18 "SD(N)1NV= 115.36 E7 20. SEWER MANHOLE LINING 4.56 2 EP_11916_--- 1 • EP-119 - .13 EP=12107 EP= 122.23 -� - - -- - -'-- -� -- -- ` -- P 127.40 x27.91 A'f EP- 123.36 EP 124.68 EP- 126.14 " " -- ;`T1 EXIS77NG CLEANOUT �n - - - €P =127 63 a.-- .-- .-- .-- .J_- .- -. - -.- -. - .- -. -_._ -- -- -- . - -. -- -- J-- •- -. - -.- . - - - -.- • - - -- .-- •-- •-- •.�:_�127. SD CULVERT - `,EP- 12,6.9.4 18 "SD(1N)1NV =115.37 EXISTING CLEANOUT EXISTING CLEANOUT (A)NEW MANHOLES WITH 8 -10 DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM FD 2 IP LS4306 zIq - TA APPROXIMATE LOCATION OF PER SECTION 500 -2.7 OF THE GREENBOOK. LEGEND o -' ._.- TA + 1 RIM =1 5 0 o EX1577NG SEWER LATERALS (B)NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PROTECT IN PLACE 4 SS(THRU)INV= 127.96 PER SORSO -• y CONTRACTOR TO PROTECT IN PLACE PVC LINING PER SECTION 500 -2.5 OF THE GREENBOOK. SC -01 TYPE B 116 Ld w 0 - - • - - • - PROPERTY LINE (PL) w � CONC °135.39 U Q - - EASEMENT _ OF ESS/p R t Q``K 112 cn N J � VERT "SD(1N)1NV �p yS EXISTING SANITARY SEWER MANHOLE . 7,34.5. 15 =13387 zF--,n y � o ti �o y Z EXISTING CATCH BASIN co r B No 50188 n z 8 "SS SEWER LINE 95 N -13 S- d -- 0 C= 132.76 `rT 18 "SD STORM DRAIN LINE it Vll �P 11 '~�.=j\ C= 131.33 - 8 C- 131.39 E •CONC= XXX.XX CONCRETE 31.51 15 ABS= 129.98 ' l .EP= XXX.XX EDGE OF PAVEMENT --- - Y1 SD CULVERT 15 "SD(OUT)INV= 129.98 �...,� ( •FS- _ XXX.XX FINISHED SURFACE •FL= XXX.XX FLOWIINE TRENCH RESURFACING PER CITY I OF ENCINITAS STANDARD DETAIL. - - +� 15 SANITARYS 1 _ . II SEWER EASEMENT ! FL 121. 2 5 P ,CO C- 122.57 ' GAQpf�o of Qnp1/��lMo ��p�1r�770 I� I� 2A.5` #C FONC EC-121.33 ��0 °�� °%�� y 284 RANCHO SANTA FE RD. fk'�IFL=119�44 STA71ON EQUASION I H A USER 40.02 =1 +00.00 cn 12 C m. NC =119.76 SD CULVERT � i 18 "SD(1N)IN V= 176.72 2 = 119.0 8 -. SD CULVERT g = 119.68- 18 "SD(IN)INV- 116.06 ti W /"�,FL= 119 -11 7 8 -s c .,LBO ¢ W INSTALL 344.5 LF 8 SS EL_ _ . _ _ N pN SLOPED 0.01 _- - = =- - -- r� - -� - -- - - - - -- '�- Fr= 19"9 ' _ _ _ L=-1'1� - _ ,n _._.._ = 119.96 -i `9 5� QNO° cn FI�1f9.3b =0 FL 120,6fJ O CAUTION: UTILITY LOCATION NOTES 1. EXISTING UNDERGROUND U71LI71ES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE LOCATIONS SHOWN ARE BASED ON RECORD INFORMATION, PROVIDED BY OTHERS AND BY FIELD LOCATION OF SURFACE FEATURES THIS l NF ORM A77 O N IS PROVIDED ONLY AS AN AID TO THE CONTRACTOR. THEREFORE, TH E O Nf - R A ND ENGINEER CANNOT ACCEPT RESPONSIBILITY FOR THE LOCA77ON AND / OR DESIGNATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO COMMENCING WOR K TH E CONTRACTOR SHALL HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES CONTRACTOR SHALL VERIFY LOCA 77ON (BO TH WRTICAL A ND HORIZONTAL) OF ALL EXIS77NG UNDERGROUND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS WORK. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT USA. AT 8 -1 -1. 2. SECTION 1540 (A) (1) OF THE COIVSTRUC77ON SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540) ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT T THE OCCUPA I701VAL SAFETY AND HEALTH ACT OF 9973 AS AMENDED STATES. "PRIOR TO OPENING AN EXCAVATION, T7 N 0 E OR 0, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS, LE SEWER, WATER, FUEL, ELECTRIC LINES ETC., WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UN DE R G R OUND INSTALLA D ONS ARE COCA T ED. WHEN EXC A VA T/ ON APPROACHES THE APPROX IMATE LO AA ON OF SUC H A I NS TA CC ATl ON, TH E EXACT LOC ATl O N SHALL BE DETERMINED BY CAR E F UL PR OBI NG OR HA ND DIGGING AND WHEN IT 1S UNCOVERED ADEQUATE PR07EC77ON SHAL L BE PR O NDED FOR THE INSTALLATION. A LL KNOWN OWNERS OF UNDERGROUND FACILITIE S I N THE REA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL E EXCAVATION. " 3 CONTACT OLIVENHAIN MWO LINE LOCATOR 72 HOURS PRIOR TO COMMENCING EXCAVA77ON 760 - 415 -9849 4. CABLE PIPE & LEAK DETECTION TO LOCATE AS MANY PRIVATE SERVICES AS POSSIBLE MONUMENT PRESERVATION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY MONUMENTATION AND REFERENCE POINTS WHICH MAY BE LOST OR DISTURBED AS A RESUL T OF THE WORK. 2. PRIOR TO THE START OF CON57RUCTlON THE CONTRACTOR SHALL VERIFY THE LOCA71ON OF MONUMENTA77ON WHICH MAY BE DISTURBED. HE SHALL BE RESPONSIBLE FOR THE PRESERVA77ON OR REPLACEMENT OF ALL SUCH MONUMENTA77ON IN COMPLIANCE WITH 8771 OF THE BUSINESS AND PROFESSIONS CODE AND SECTIONS 732.5, 1492.5 AND 1810.5 OF THE CALIFORNIA STREETS AND HIGHWAY CODE, J. THE CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR TO SET TIES TO ANY MONUMENT THAT MAY BE DISTURBED OR LOST DURING THE COURSE OF THE WORK. SUCH 71ES SHALL BE SET IN L OC A71 ON THAT WILL NO T OTHERWISE BE DISTURBED. ED. 4. THE CONTRACTOR SHALL BEAR ALL COSTS OF SURVEY, RE- SURVEY, REFERENCE TIES REPLACEMENT CORNERS, CORNER RECORDS MAPPING, CHECKING AND RECORDING FEES WHICH MAY BE REQUIRED AS A RESULT OF LOSS OR DISTURBANCE OF MONUMENTATION WHICH MAY OCCUR DURING THE COURSE OF THE WORK. Ni APH o ", 274 RANCHO SANTA C IE RD. I � CONNECT 8" SDR35 SS TO �FL= 133.62 EXISDNG SS MANHOLE. a`�• BSS EC= 1 +64.30 If CONTRACTOR TO EPDXY XFE= 132.79 LINE EXISTING MANHOLE W TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL. ,'`FL -T3T- EP 128.98 � /T - 1EP= 13111 EP= 127.15_ _._ _ � FL 129 69 FL- 122 31 L= 122.36 EP _125.37 - - ----- "`�. _ * ° FL BC= 122.20 = 122.50 - P= "12433- - - "'- 1 I �.. l FL E 129.23 FS- - y49 L 121 ^8 SS BC =1 +00.00 -- ,..� O v ¢ 'n - . ,� ` - N _ _ 1 SSMH RIM-127.87 ' 8 °SS - S + _, _._ :119_ - - - -- - - - -- - - - - -- - -= -- -- - - - - -3 - -- - - -- - ss(sE)1NV_ - - -- -- - -- -- - - -- -- - -� -- - -- --- BSSSWINV- 111.10 INSTALL SSCLEANOUT 13.18 / SSC0= 118:7 Q� o -- - - -- - - -, - -- - ( ) 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. / SSCO 120,26 S - - - >(LP 11T36 _ %�1195_3 E 119 12 i SSCO =124 78 - - - -; - - -,c _ 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR SD CULVERT 2 1 TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500 - 1:1.5) 18 "SD(N)1NV= 115.36 E7 20. SEWER MANHOLE LINING 4.56 2 EP_11916_--- 1 • EP-119 - .13 EP=12107 EP= 122.23 -� - - -- - -'-- -� -- -- ` -- P 127.40 x27.91 A'f EP- 123.36 EP 124.68 EP- 126.14 " " -- ;`T1 EXIS77NG CLEANOUT �n - - - €P =127 63 a.-- .-- .-- .-- .J_- .- -. - -.- -. - .- -. -_._ -- -- -- . - -. -- -- J-- •- -. - -.- . - - - -.- • - - -- .-- •-- •-- •.�:_�127. SD CULVERT - `,EP- 12,6.9.4 18 "SD(1N)1NV =115.37 EXISTING CLEANOUT EXISTING CLEANOUT (A)NEW MANHOLES WITH 8 -10 DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM FD 2 IP LS4306 zIq k APPROXIMATE LOCATION OF PER SECTION 500 -2.7 OF THE GREENBOOK. FOUND MONUMENT o z_Q wU o EX1577NG SEWER LATERALS (B)NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PROTECT IN PLACE -• y CONTRACTOR TO PROTECT IN PLACE PVC LINING PER SECTION 500 -2.5 OF THE GREENBOOK. o 116 Ld w 0 ° (LATERAL NOT SHOWN IN PROFILE) (C)EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM z, N THAT MATCHES THE EXISTING LINING FOR THAT MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL BE zs COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A 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 -IRON TYPE WITH A 36 -INCH 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. OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS 1. POTABLE WATER WORK HALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION F THE OLIVENHAIN S S S C O O MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 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 - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAUOSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR 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 WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4- MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE; VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: ED WELL MONUMENT IN AC ON CENTERLINE OF ENCINITAS BLVD, 300' EAST OF INTERSECTION WITH WILLOW SPRINGS AT BEGINNING OF LEFT TURN POCKET BASIS OF BEARINGS IS ALONG THE NORTHERLY LINE OF THE LOT BEING N71 °17635'42 "W PER PARCEL MAP 15145 BENCHMARK: CITY OF ENCINITAS NO. 1029 RECORD FROM: CITY OF ENCINITAS VERTICAL CONTROL ELEVATION: 218.103 DATUM: NAVD88 132 128 124 120 116 112 ai 104 AS -BUILT APPROVALS 10 O 10 10 40 M A = 20 SC LE : l 4 +00 GAQp�I o 259 °231 =0� SEE TRENCH BACKFILL DETAIL DN SHEET C3 APPROXIMATE LOCATION OF EXISTING SEWER_ LATERALS CONTRACTOR TO PROTECT IN PLACE (LATERAL NOT SHOWN IN PROFILE) OEXISTING 15' SEWER EASEMENT GRANTED TO l CARDIFF SANITATION DISTRICT RECORDED JUNE 4p[lo 259 °231 =050 LOCATION OF EXIS77NG WATER AND WATER MAIN. CONTRACT PROTECTED IN r+�y i YI CEP= 125.29 25'1 y U - - 11, 1987 AS DOCUMENT No. 97- 325451 OF O.R. 16'1 SANITARY SEWER 3 +00 2 +00' CALL BEFORE YOU DIG 1. AT LEAST 48 HOURS BEFORE PLAN77NO TREES, TRENCHING, POST HOLING, BLASTING, GRADING, EXCAVA.RNG, BORING, DRILLING, ETC. CALL UNDERGROUND SERVICE ALERT ® 8 -1 -1 FOR UNDERGROUND CLEARANCE. THEY WILL LOCATE AND MARK UNDERGROUND FACIL177ES, OR PROVIDE THE NECESSARY LOCATION INFORMATION TO YOU. 1 +00 ENGINEER'S NAME DATE SENIOR ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. I DATE DLANS PREPARED UNDER SUPERVISION OF DATE: 2019 -07 -19 ' R.C.E. NO.: 50188 ROD C . HAWKINS EXP.: 2021 -06 -30 ENGINEERING DIVISION APPROVALS RECO/ MENDED; 0 En � / � di JESSt OU�W,�E!!NS EDWAR J. WIMMER b"I�� 8' d Zol DATE DAT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IMPROVEMENT PLAN FOR: SEWER EXTENSION FOR 252 RANCHO SANTA FE RD OWNER: PEDRO TAVARES APN 259 - 231 -27 -00 132 128 124 U <t zIq 120 Ln ; z_Q wU w z O CD z 116 Ld w 0 O w � Qo U Q 00 Ln 112 cn N J � w U h zF--,n y � D 0 (.0 Qro o 108 SEWER DATA TABLE EXIS NG GR ND _ _ - - - - - - ' - - - _ _ _ RIM _ _ - H 1279 # BEARINGIA RADIUS LENGTH DESCRIPTION Sl 00723'17" 500.0' 64.47' 8" PVC SDR35 PUb IG - - S2 S1520'42 "W NA 280.13' 8" PVC SDR35 S3 N7325'16 "W NA 168.1' 4" PVC ABS P A17 ATE 54 S16 34'43 "W NA 13' 4" PVC ABS -- RIM =119. 6 EXI5 NG GR ND - -'' ---'--'- - --- - --- - - -- - --- - - -- - --- --------------- - --- -- -- -- -- - "'- -_- r I E 1 5.93 ( = 115.65 e 2 CONN£ T TO E STING = 114.541, 344.5 L 8" P LIC S WER C 900 S= Ol Y - b U �8s�s X ° I PROFILE SCALE i Q: 1-20' (HORIZONTAL) (Y£RTICAL) W pp OO �Qj ENGINEER'S NAME DATE SENIOR ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. I DATE DLANS PREPARED UNDER SUPERVISION OF DATE: 2019 -07 -19 ' R.C.E. NO.: 50188 ROD C . HAWKINS EXP.: 2021 -06 -30 ENGINEERING DIVISION APPROVALS RECO/ MENDED; 0 En � / � di JESSt OU�W,�E!!NS EDWAR J. WIMMER b"I�� 8' d Zol DATE DAT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IMPROVEMENT PLAN FOR: SEWER EXTENSION FOR 252 RANCHO SANTA FE RD OWNER: PEDRO TAVARES APN 259 - 231 -27 -00 132 128 124 104 DRAWING NO. 14187 -1 SHEET 2 OF 3 U <t zIq 120 Ln ; z_Q wU w z O CD z 116 Ld w 0 O w � Qo U Q 00 Ln 112 cn N J � w U h zF--,n y � D 0 (.0 Qro o 108 104 DRAWING NO. 14187 -1 SHEET 2 OF 3 I Ap�lo Lap�lo Ap WIN 259- 023 -077'7 � 259=023-'076 � I 259-023-'073 INLET PROTECTION SE -10 I I (TYPE 3) PER CASQA 1 c; PROTECT DRAIN INLET -- - -- ---- - - - - -- -------- - ---------------------- PROTECT DRAIN INLET - - - -- I i Apm. 259=023-043 UTILITY TRENCH RACKFILL AND RESURFACING STANDARD 1 t" -'AC FINISH C'f)URBE TRENCH WIDTH IF LESS TI IAN 2' R' MAX A^GRECftTC I° qCE -PEGS. REMOVETtEPL,r CE PAVEMENT TO GUTTER PLANE s,Ir DEEP .ANdy y 4R.REN�()L'ErREPLACE 12" BEYOND TRENCH LINE - ER' 1a. � - ALB J7� a. �77 ES'IST " 1 PAVENIEN AG FIRST MAX N GkV ATE. EXIfiT PAVEMENT PLUS 1 PAVEMENT REINFORCEMENT S V .= N- :ib9lid. "AC MEMBRANE; IE. I RUP,aV'E, \ GLAS%AID, OR EuILIAL. o -- 12" `,� NATIVE OR 10PORTED VAIERiAL xd W W APPROVED BY THE ,FFICE: OF f. x: O W � THE CITY ENLINFER� TOP 1`L" `+' D N m CONWA.CTED TO ti% MIN- I n 4 /j , REl_A'IVF COMPACT,ION. Cn G if \ 3�I 1' MAGNETIC: WARNING TAPE 4' BEDDING, NOTES ?EE SPEt S 1 FOR DEPTHS LIP TO 3'. NO TRENCH SUPPORT IS REQUIRED UNLESS VVEI INSTABLE OR RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EX'=DING 5 FEET, SHORING OR SOLID SHEATHING 15 REQUIRED_ WHERE 'WET. UN87ARI.L OR RUNNING-: SOIL IS ENCOUNTERED. SOLID SHEAlHfNG IS REQWRED. 2 EXISTING A C. SUALI- NE CUT AND REMOVED IN SUCH MANNER SO AS NOT IT) lEAR, BULGE OR DISPLACE AD.IACENT PAVEMENT. EDGED SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PR�.CTICAIL 3, FINISH COURSE OF AC RE:3URFACING SHALL BF LAID DOWN USRX- A SELF PROPELLED SPREADER ROX, UNLESS OTHERWISE APPROVED 5Y THE CITY ENGINEEN a. CHIP OR SLURRY SEALING SHALL BE APF!.IED AS REQUIRED EY ACEI lt, t 5 PE TROMAT IS NOT AN ALLOWED PAVEMENT REPoJFcj,CEMENT MEMIFIRANE. APPROVED$'. fil� ci 'o 7 "'t CITY OF ENCINITAS STANDARD DRAWING �FV ev ArPR mar UTILITY TRENCH BACKFILL AND RESURFACING STANDARD_ PI RV -13 8 "SS 8 "SS - - -- - - -' -- ------------------------- - - - - -- - - - -- - - -- - - -- - - -- -- - - -- - - -- - - -- - -- -- -------------------- - - - - -- -- - - - -�+ 0 I FIBER ROLLS DRAIN INLET FIBER ROLLS FIBER ROLLS SE -5 PER CASQA SE -5 PER CASOA SE -5 PER CASQA 259-023-045 45 GENERAL EROSION CONTROL NOTES 1. CONSTRUCTION SITES ARE COMMON SOURCES OF STORM WATER POLLUTION. MATERIALS AND WASTES THAT BLOW OR WASH INTO A STORM DRAIN, GUTTER, OR STREET HAVE A DIRECT IMPACT ON STORM WATER POLLUTION THE CONTRACTOR OR OWNER MAY BE RESPONSIBLE FOR ENVIRONMENTAL DAMAGE CAUSED BY SUBCONTRACTORS OR EMPLOYEES 2 COVER EXPOSED PILES OF SOIL OR CONSTRUCTION MATERIALS WITH PLASTIC SHEETING OR TEMPORARY ROOFS. BEFORE IT RAINS, SWEEP AND REMOVE MATERIALS FROM SURFACES THAT MAY CONTRIBUTE STORM WATERS TO STORM DRAIN FACILITIES. J. KEEP POLLUTANTS OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING BINS AROUND THE SITE TO MINIMIZE LITTER, 4. CLEAN UP LEAKS, DRIPS AND OTHER SPILLS IMMEDIATELY SO THEY DO NOT CONTAMINATE SOIL OR GROUNDWATER OR LEAVE RESIDUE ON PAVED SURFACES 5. COVER AND MAINTAIN DUMPSTERS CHECK FREQUENTLY FOR LEAKS. PLACE DUMPST£RS UNDER ROOFS OR COVER WITH TARPS OR PLASTIC SHEETING SECURED TO THEM, NEVER CLEAN OUT A DUMPSTER BY HOSING IT DOI4W ON THE CONSTRUCTION SITE 6. MAINTAIN PORTABLE TOILETS IN GOOD WORKING ORDER. INSPECT FREQUENTLY FOR LEAKS 7 REMOVE ANY EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. 8 PROTECT DOWNSLOP£ DRAINAGE COURSES AND STORM DRAINS WITH "WATTLES" SILT FENCES OR DIRT BERMS AS NECESSARY. 9. USE CHECK DAMS OR DITCHES TO DIVERT RUNOFF AROUND EXCAVATIONS 10. PRACTICE SOURCE REDUCTION - MINIMIZE WASTE WHEN YOU ORDER MATERIALS SUPPLY ONLY SUCH OUANT171ES NECESSARY TO COMPLETE THE JOB 11. USE RECYCLABLE MATERIALS WHENEVER POSSIBLE. 12. DISPOSE OF ALL WASTES PROPERLY. MANY CONSTRUCTION MATERIALS AND WASTES, INCLUDING SOLVENTS, WATER BASED PAINTS, BROKEN ASPHALT, CONCRETE, W000, AND VEGETATION CAN BE RECYCLED. MATERIALS THAT CANNOT BE RECYCLED MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE NEVER BURY WASTE MATERIALS OR LEAVE THEM IN STREETS OR NEAR STORM DRAIN FACILITIES 13. DESIGNATE ONE AREA OF THE CONSTRUCTION SITE, WELL AWAY FROM STORM DRAIN INLETS, FOR AUTO AND EQUIPMENT PARKING. AS PRACTICAL, REFUELING AND ROUTINE VEHICLE AND EQUIPMENT MAINTENANCE TO BE OFF -SITE AT APPROPRIATE SERVICE CENTERS. 14. MAINTAIN ALL VEHICLES AND HEAVY EQUIPMENT. INSPECT FREQUENT[ Y. 15. PERFORM MAJOR MAINTENANCE, REPAIR, AND VEHICLEAOUIPMENT WASHING OFF -SITE 16. DO NOT USE DIESEL OIL TO LUBRICATE EQUIPMENT OR PARTS 17 NEVER HOSE DOWN DIRTY" PAVEMENT OR IMPERMEABLE SURFACES WHERE FLUIDS HAVE SPILLED. USE DRY CLEANUP METHODS (ABSORBENT MATERIALS, CAT LITTER, RAGS, ETC.) WHEN POSSIBLE. IF WATER MUST BE USED, USE JUST ENOUGH TO KEEP THE DUST DOWN, 18. SWEEP UP SPILLED DRY MATERIALS IMMEDIATELY. NEVER ATTEMPT TO "WASH THEM AWAY" WITH WATER, OR BURY THEM. USE AS LITTLE WATER AS POSSIBLE FOR DUST CONTROL. 19. CLEAN SPILLS ON DIRT AREAS BY EXCAVATION AND DISPOSAL OF CONTAMINATED SOILS 20. REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL RESPONSE AGENCIES IMMEDIATELY. 21. AVOID CREATING EXCESS DUST WHEN BREAKING ASPHALT OR CONCRETE. 22. MAKE SURE BROKEN PAVEMENT DOES NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. 23 SHOVEL OR VACUUM SAW -CUT SLURRY AND REMOVE FROM THE SITE COVER OR BARRICADE STORM DRAIN DURING SAW - CUTTING AS NECESSARY. 24. STORE BOTH DRY AND WET MATERIALS UNDER COVER PROTECTED FROM RAINFALL AND RUNOFF. PROTECT DRY MATERIALS FROM WIND. 25. SECURE BAGS OF CEMENT AFTER 7HEY ARE OPEN. BE SURE TO KEEP WIND -BLOWN CEMENT POWDER AWAY FROM GUTTERS, STORM DRAINS RAINFALL, AND RUNOFF. 26. WASH OUT CONCRETE MIXERS ONLY IN DESIGNATED ON -SITE WASH -OUT AREAS. WHERE POSSIBLE, RECYCLE WASHOUT BY PUMPING BACK INTO MIXERS FOR REUSE NEVER DISPOSE OF WASHOUT INTO STREETS STORM DRAINS, DRAINAGE DITCHES OR BASINS. 27 THE CONTRACTOR SHALL INSTALL A CITY - APPROVED WASH -OUT STRUCTURE AT THE PROJECT SITE AND ALL CONCRETE, PAINT, STUCCO, AND OTHER LIQUIDS WILL BE WASHED OUT IN THIS AREA. 28. PLACE "WATTLES" OR OTHER EROSION CONTROL DOWN -SLOPE TO CAPTURE RUNOFF CARRWNG MORTAR OR CEMENT BEFORE IT REACHES THE STORM DRAIN. 259 -02 3 =0N0 29. WHEN BREAKING UP PAVING, THOROUGHLY CLEAR ALL PIECES AND DISPOSE PROPERLY. RECYCLE LARGE CHUNKS OF BROKEN CONCRETE AT A LANDFILL. DISPOSE OF SMALL AMOUNTS OF EXCESS DRY CONCRETE, GROUT, AND MORTAR AT AN APPROVED DUMP SITE. 30. CONTRACTOR SHALL PROVIDE STORM DRAIN INLET PROTECTION (GRAVEL BAGS AND FILTER FABRIC, OR PROPRIETARY TEMPORARY GEOTEX77LE INSERTS) FOR ALL CATCH BASINS LOCATED IN THE VICINITY OF WORK THIS PROTECTION INCLUDES ANY CATCH BASINS IN THE PUBLIC RIGHT -OF -WAY, AS WELL AS ANY ON -SITE CATCH BASINS ON PRIVATE PROPERTY. 31. CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE/EGRESS FROM PROJECT SITE TO PREVENT TRACKOUT OF SEDIMENT ONTO THE PUBLIC RIGHT -OF -WAY FROM CONSTRUCTION VEHICLES 32. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT DEPOSIT SEDIMENT ONTO THE PUBLIC ROADWAY, SIDEWALK AND GUTTERS ALL SEDIMENT AND CONSTRUCTION DEBRIS MUST BE REMOVED BY THE END OF EACH WORKING DAY. 33 CONTRACTOR SHALL USE STREET SWEEPING OR OTHER DRY SWEEPING METHOD, AS NECESSARY, TO REMOVE CONSTRUCTION OR DEMOLITION- RELATED SEDIMENT FROM PUBLIC SIDEWALKS, GUTTERS AND ROADWAY. 34. CONTRACTOR SHALL SCHEDULE WORK FOR DRY - WEATHER DAYS WHEN NO RAIN IS IN THE IMMEDIATE FORECAST. 35. CONTRACTOR SHALL INSTALL A CITY - APPROVED WASTE MANAGEMENT WASH -OUT STRUCTURE AT THE PROJECT SITE. ALL CONCRETE PAINT, STUCCO AND OTHER LIQUIDS WILL BE WASHED OUT IN THIS STRUCTURE 36. CONTRACTOR SHALL PROVIDE DUST CONTROL TO PREVENT THE NUISANCE OF BLOWING DUST WITHOUT CAUSING SEDIMENT, DEBRIS OR LITTER TO ENTER THE CITY STORM DRAIN SYSTEM. 37 CONTRACTOR SHALL INSTALL ANY OTHER BMPs AS NECESSARY TO CONTROL THE DISCHARGE OF POLLUTANTS FROM THE PROJECT SITE. LEGEND FIBER ROLL (SEE DETAIL THIS SHEET) CATCH BASIN STORM POLLUTION PROTECTION PLACE GRAVEL BAGS AROUND PERIMETER AND GEO FABRIC UNDERGRADE (TYPE 3, SC -10) ROCK BAGS KRISTAR SLOPEGARD 1 FIBER ROLL, OR EQUAL FLO6y 17X I" WOOD STAKE AT 2' ON CENTER MAX,- ALTERNATE SIDES ROLLS TO ABUT AT ENDS DO NOT OVERLAP FIBER ROLL DETAIL NTS 10' 0 5' 10' 20' SCALE : 1"_- 10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS uL�lulvtu uK �t ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MTS mV MTS RHH RHH DESCRIPTION: ED WELL MONUMENT IN AC ON CENTERLINE OF ENCINITAS BLVD, EAST OF INTERSECTION WITH WILLOW SPRINGS AT BEGINNING OF INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2019 -07 -19 , RODRI HA NS EXPE No.: 6-0188 RECD MENDED: AP D : �� JESS OW ENS EDWARD MMER lz scig DATE DATE IMPROVEMENT PLAN FOR: SEWER EXTENSION FOR 252 RANCHO SANTA FE RD OWNER: PEDRO TAVARES APN 259 - 231 -27 -00 14187 -1 PUBLIC WORKS URN LEFT TURN POCKET OF THE LOT BEING ENGINEER'S NAME DATE N71'17635' 42"W PER CITY ARCOEL ENCINITAS P 1514 NO.R10291NE BENCHMARK: RECORD FROM: CITY OF ENCINITAS VERTICAL CONTROL ELEVATION: 218.103 DATUM: NAVD88 PLANNING SENIOR ENGINEER DATE REA SHEET 3 OF 3 INSPECTOR U L z 0 o� z_ Q w w0 w Z O Z LL Li w 0 u� O w � Qo U Q O O Ln Cn w < N Q J � w U r Z_ ~ Lc) Y X0 0 a�O CN