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2018-13793 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 CONTRACTORS 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 TFE CITY INSPECTOR IN COMPLIANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK, LATEST EDITION PUBLISHED BY BUILDING MEWS, 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. B. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIM= ARTERIALS AND MAJOR ROADS SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. 9. NO WORK SHALL BEGIN BEFORE 900 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 LIDS AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2 OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE 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 NPTES 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 THHERMOPLASTIC, 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. 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY 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. GENERAL RIGHT- 0E-WAY NOTES (CONTINEDk 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TD PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED DN LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLIND. 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 CU RENT 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 OCCtI' AND THE PERMITTEE SHALL BE CHARGED WITH THE COST 77-EPEOF 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 DN 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 LIME 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 09-05 AT NO COST TO THE CITY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROY SALAMiEH AT (760) 809 -2882, 24 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 RUA -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 GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE COLLUSION 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. SHEET RD M SHEET DESCRIPTION 1 TITLE SHEET 2 NOTES & DETAILS 3 EDGEBURT PUBLIC IMPROVEMENTS 4 N. COAST HWY 101 PUBLIC IMPROVEMENT 5 PLANTING & IRRIGATION PLAN 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 DOING 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 APE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE 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 CONTAI%ENT 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 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 BHP 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 DUMRSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DYKES SHALL BE PLACED AROUND ALL OLNPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUNPSTERS 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 INN=ORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER OMPSTERS 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 STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. 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 DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 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 CONTRACTORS 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 - LWD - (760) -753 -0155 B. GAS & ELECTRIC - SOGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER OISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS -(760) -806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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. EIO 2:20; 1i-"1 RAM AREA DISTURBED: 4890 SF IMPERVIOUS AREA PRIOR TO CONSTRUCTION 1,890 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 1,751 SF DECREASE IN IMPERVIOUS AFEA: -139 SF IMPERVIOUS AREA REPLACED.' 1,751 SF OWNER ENCINITAS PROPERTIES LLC 3848 FIFTH AVENUE SUITE F SAN DIEGO CA 92103 1528 N. COAST HIGHWAY 101 ENCINITAS CA 92024 APN 254 - 054 -53 -r: r 0.i LOTS 1 & 16 IN BLOCK 28 OF NORTH LEUCADIA, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 524, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 6, 1888. VICINITY MAP NOT TO SCALE 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• DEFER AND HOLD CITY AND CITY S OFFICERS OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROX 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 OWNERS AGENTS EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS OFFICERS OR REPRESENTATIVES FOR ANY AND ALL WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE' DATE' I �� ROY AMEH ENCINITAS PROPERTIES LLC 3848 FIFTH AVENUE SUITE F SAN DIEGO CA 92103 Z STEPHEN POOLE , A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR LACIER MY DIRECTION ON 9/1221Z_ AND FOR AN UPDATE ON 5/24/a _6_/J1a. ONE COMPLETE COPY OF THE SOILS REPORT COPDDE D FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 0 STEePffN M. POOLE DATE CGE ND.: 692 EXP. DATE 09130118" EARTH STRATA GEOTECHNICAL SERVICES, INC. 42184 REMINGTON AVE TEMECUULA CA 92590 (951) 397 -8315 JOB B 171800 -108 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE ORPROFESSION. 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 ENCINIT IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINET. BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND FOLD 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: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92074 (858) 259 -8212 RCE EXPIRES: 12 -31 -19 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 85&259,82121 ffa 858.259,4812 1 yaleaenglneering.c ®nn DATE' 1yA-1$ 1 BMP PROJECT STATUS No. 71651 Exp. 12/31/19 BY HOA IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON AS DOC. A ?A!i3- 03° OMI LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT APPROVED BY.' LWD DISTRICT ENGINEER SDWD W18-050 C'►ro 9 / 9 RCE DATE Ct . (I(• _�1 LL?_ i C� /' /8 / I l DEXTEIRUS W112 N 1� SZ ----- - DATE SIGN DATE SIGN --- -- DATE SIGN - -- DATE --- DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS u =�aury =u unHmv L v� =�� =� oT• ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. j DATE PLANS PREPARED UNDER SUPERVISION OF REC LADED APP VE PUBLIC IMPROVEMENT PLANS FOR - --- DESCRIPTION: PT 1004 ENC -04 � LOCATION.• 2.5" DISC IN DRAINAGE BOX AT PUBLIC WOWS _ ME COMER OF LEUGAOIA OAKS BRIAN M. ARDOLINO DATE - DATE: E e • 1$ 19 1523 N. COAST HIGHWAY 101 13793 -1 PARK ON W SIDE OF R4DIATREE OR PLANNING JES ENS r��y,�p �V�A ENCINITAS PROPERTIES, LLC RECORD FROM: RIDS 18416 R.C.E. ND.:_ 71651 ____ __ REVIEWER _ APN: 254- 054 -53 ELEVATION 67.639' DATUM: N410BB CITY ENGINEER DATE INSPECTOR BRIAN MICHAEL A INO EXP.: 12 -31 -19 DATE �,,��„�a DATE �L rG 'Lo1'B PLANNING CASE NO: 16 -151 MIIPMOD /DRMDD /TMMOD /LDP SHEET 1 OF 5 �'�/ / PL SA 2540 9/11/201B m w H vQ 0 ra rnp w�m �o U N N �Q Qom =m N ozQCc Lon _jLn apCR -m ALw1Y,Jj1A WASTEWATER ! SENIER NOTE& 1. LNO APPROVAL OF 77-ESE PLAINS DOES NOT RELIEVE THE APPLICANT PRIVATE QGBEER 111 0- ITS WLL BE Fj�Loljai TIWS r r • � • •uti rI ! • r • r r + •u r t r WITHOUT r WORKMANSHIP 4. THE CONTRACTOR SH4LL HAVE A COPY OF THE SEWER NOTES 2. S 3. DOCU%ENTS ON THE JOB SITE AT ALL TINES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LND AND SHALL REPAIR OR REPLACE ANY NOW THAT MAY PROVE DEFECTIVE IN • s• MATERIALS WITHIN THE ONE rr WITHOUT EX%7il WHATSOEVER TO 6. QUANTITIES SHOWN r FOR BOND ESTIMATE PURPOSES DALY. NEITHER 77-E PRIVATE ENGDEER NOT LWO GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. Fl TO CONSTRUCTICK THE CONTRACTOR "LL S[BMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LND. WORK SHALL NOT COMMISPICE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. : PRIOR r i s E' r• I SP L• • FURNISHED } OF SHEETS / COMPLY I r'/ SURVEY REQUIREMENTS. 9. PRIOR TO BEGMING SEWER WORK, THE r PROVIDE t HOURS O• • TO LND PRIOR - TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PEF14ITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY. COUNTY. AAI OTHER APPROPRIATE AGENCIES. 11. THE CONTRACTOR SHALL OWORM TO LABOR CODE SECTION THE DISTRICT ENGINEER y r- i / r. SHORING, BR 705 '. O• A OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF r •; a• S FROM THE HAZARD OF • r r DURING TREACH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE •...s •�e a I' r.. r r I MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SLEIMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN OEWATERING PERMITS AS NECESSARY AND RETURN OF G UAVDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER, TO 77E BEST OF THE PRIVATE ENGINEERS KNOM -EDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE O OTHER UTILITIES OR STRICTURES NOT SHOW, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION 01 OR THE EXISTENCE OR NONEXISTENCE 01 ANY LtMIGRaW UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL. NOTIFY UvOERfiMW SERVICE ALERT (800) 422 -4133 AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY FEGULATIONS INCLUDING BUT NOT LIMITED TO TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COPACTED AS DIRECTED BY THE SOILS ENGDEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. y r '•/ � • r / r r a• r r r � r• rr t r• r " r•-/ r r / r -u r an• aa• •� n:� r r• / r r ►i r r•a r a•• r ,.! ar � I ,,� � ,_ . •, a �. i�• a1 r r r, r •� r• I rr� • RECORD THE MONUENT CHANGE PER MINIMUM OF I M: ES VERTICALaEARAAi SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER e• !• ••.r a/ I aa• [011s, I •..r aI r r t rr r• c r ! /. ► r m-imUFAR r r r r r •• . :r •e r I I a' ar • r r I . r F• *, :7 'F1Ti�' /71 •P► \ti •1/ 1 yr ! , =..r rwr• •i• •a :Iii s ••r i/ r ! e n a : •r r r I "I•a � I r PIXIE Jr i` 'F1 `7 :7 r' 7 a1 LI-aii SO AESI&III ,ill, y,I " ` 11F LIAITED TO LESS THAN ONi OF r D D BY THE PIPE MANUFACTURER. r AND TREACH BACKFILL SHALL , PER r y STANDARDS. a- } O : ALLOWED. 32. ALL LATERALS SHALL BE r ti SI OF DRIVEWAYS. rc MIXING OF r NOT r! WrIHOUT EXCEPTION. r TESTING BY LWO WILL c r• •a r• M •1• r r r y r r I r LEUCADIA WASTEWATER DISTRICT SEWER NOTES CONT: 35, JOINTS BETWEEN M1 BASE SHAFTING CONE SECTIONS AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FILL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MAN'-IDLES SHALL BE VAC" TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DOME AFTER CONSTRUCTION CF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANGLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWO STD DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18 -INCHES AND LARGER PER LWD STD DWG S -4. 40. ALL NEW WS SHALL BE LINED WITH AN INTEGRALLY LOOKING PVC (T -LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING NHS WITH MODIFICATIONS SHALL BE PROVIDED WITH URdETHAAE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING IF ANY. T -LOCK, URETHANE AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREEPBOOC. 41. MAXIMA DEPTH OF SEWER FOR SOR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED OE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF TIE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UP124TED REVIEW AND APPROVAL. ANY CHANGES PEOURRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONVECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE ORIWWGS THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRICT THE NEW FLOW-THROGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AM MANHOLE CONVECTION FITTINGS SHALL BE CONIE'CTED TO THE CORE DRILLED HOLE BY LINO -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES MADE WITH GASKETED PVC SADDLE WYE OR SHALL BE MADE BY INSTALLING NEW MAMJFACTU9EO WYES. FOR INSTALLING NEW MANUFACTURED WYES STANDARD BELL AND SPIGOT OR PLAIN ETU WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER, ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 45. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUAPINO OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANED MONITORING. NO I.►NMAMED BYPASS SHALL BE ALLOWED. 46. FOR CPO I ECTION OF PLAIN END TO PLAIN END PVC SEWER REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RU33ER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES MALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 47. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONVECTIONS OF VCP TO PVC; A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH 94TCHBYG DIVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF T!E PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRRDe PER ASTM A53S GRADE 55 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY CUOR CODED TO THE TYPE OF CONVECTING PIPE. GASKETS SHALL BE SBR PER ASTM 02000 M5471Q COMPOi FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. SOWD WATER NOTES FOR IMPROVEMENT PLANS: 1. WATER MAINS. LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WOW FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PIE - CONSTRUCTION CON ERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF w6w ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR LIDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT DE THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7, CONTRACTOR TO FURNISH ONE BCH COPPER WATER SERVILE AND METER BOX FOR EACH RESIDENTIAL LOT. S. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CUB IF NO SIDEWALK EXISTS OR 7 FEET FROM FACE OF CURD WERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 11. CONTRACTOR SHALL OBTAIN AN EIvCROACHAIENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS- OF-WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -O' -WAY, OR PRIVATE EASEMENTS AND THE RESULTS APPROVED BY TIE CITY OF ENCINITAS BEFORE THE WATER LIMES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 901, PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY LMNDER90LIM) UTILITY, PIPE OR STRUCTURE WITHIN THE LIMIT'S OF THIS PROJECT. 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD IF T OR PROPOSED L VERIFIED. ALL EXISTING UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PPLANS. ELECTRICAL AM SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. F'�i 1i7" L�15: 7�`' ifl��Yialu ':�rPIaI'a�` ►1I: "AI�YKn.`11� APPROVED BACKFLOW DEVICE LIES' STANDARDS COMMITTEE Y OUTSIDE CITY OR COUNTY NANCE AND ANNUAL TESTING OF 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIFE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO 917PLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO TIE SAN DIEGO COUNTY WASTE DIVISION. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 550 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN EAU PIPE LENGTH TO FORM A CIDRD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE` THIS COMBINATION THROUGH THE CURVED ALIGNENT FOR ALL RADII BETWEEN 550 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICTS REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, TIE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 24. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOR SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED: OR BE ABANDONED AS DIRECTED BY THE SOWU INSPECTOR. VARIES 6" TO 101, 2% 6 "x27" FCC CURB PER 13793 -G EXISTING ASPHALT - DRIVE TO BE REMOVED C 2' PCC RIBBON GUTTER PER 13793 -G IV10181sloill 0 HT FLUSH CURB�� PER 13793 -G 2" PVT WATER SERVICE PER MEP EX. LWD 8" VCP SEWER EDGEBURT DRIVE TYPICAL SECTION STA 6 +99.78 TO 7 +60.51 NOT TO SCALE m VARIES 2' PCC RIBBON 10-1 GUTTER PER 13793 -G RETAINING WALt 2% VARIES PER SDRSD C -4 _ PER 13793 -G WEEP HOLES OR OPEN VERTICAL PROPOSED PAVER MASONRY JOINTS PER GEOTECH -_ ACCESS DRIVE RECOMMENDATION PER 13793-G PER 13793 -G 0 HT FLUSH CURB EXISTING ASPHALT PER 13793 -G DRIVE TO BE REMOVED 2" PVT WATER SERVICE THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. ITEM & STD. DWG. STOS SYMBOL OTY EXISTING RIGHT -OF -WAY SUBDIVISION BOUNDARY LOT LINE EXISTING RIGHT -OF -WAY CENTERLINE - - EXISTING EDGE OF PAVEMENT EXISTING WATER MAIN W EXISTING SEWER MAIN S FCC CURB & GUTTER SORSO G -2 96 LF 4" PCC SIDEWALK SOASO G -7 498 SF 4" AC PAVING OVER 6" AS MIN.' SAW CUT LIRE 124 LF PROPOSED SEWER SERVICE LWD S -17 25 & 32 S 3 EA PROPOSED WATER SERVICE WAS WS-02, WR -01 & WC -17 r 12 EA PROPOSED FIRE SERVICE WAS WF -05 & WR -02 - --F -- PNO 1 EA GRIND & OVERLAY ZE INVERT ELEVATION -Y -' LEFT MAX 0 HT FCC FLUSH CURB & GUTTER MH MANHOLE MIN 96 LF DE ON CENTER INDUSTRIAL FIRE HYDRANT WAS WF -01 & WF-04 004 1 EA ASSY ASSEMBLY BOP BOTTOM OF PIPE CB CATCH BASIN C &G CURB & GUTTER CL CENTER LINE EX EXISTING PH FIRE HYDRANT FL FLOWLINE HOA HOME OWNERS ASSOCIATION ZE INVERT ELEVATION LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM DE ON CENTER PCC PORTLAND CEMENT CONCRETE PVT PRIVATE RIM RIM ELEVATION PIT RIGHT ROW RIGHT -OF -WAY STA STATION SW SIDEWALK TC TOP OF CURB TOP TOP OF PIPE TYP TYPICAL PL 1 I ,..,.. 12' VARIES 2' PCC RIBBON 10"I GUTTER PER 13793 -G RETAINING WALL I VARIES PER SDRSD C -4 PER 13793 -G 0 HT FLUSH CURB WEEP HOLES OR OPEN VERTICAL - 13793 -G MASONRY JOINTS PER GEOTECH - PROPOSED PAVER ACCESS DRIVE RECOMMENDATION PER 13793 -G PER 13793 -G �-2" PVT WATER SERVIC EXISTING ASPHALT PER MEP DRIVE TO BE REMOVED 2 -12" PVC STORMDRAIN PIPES BEGINING AT STA 8 +46.32 PER 13793 -G 0- EX. LWO 8" VCP SEWER FnrFRI IRT nRIVF TYP►C:AI l71nN STA 8+19 TO 9 +60 NOT TO SCALE PER MEP EASEMENTS OF RECORD EX. LWD 8" VCP SEWER STATE OF CALIFORNIA HOLDER OF AN EASEMENT FOR STATE HIGHWAY PURPOSES RECORDED MAY 26, 1933 EDGEBURT DRIVE TYPICAL SECTION AS IN BOOK 224, PAGE 5 OF O.R. STA 7 +60.51 TO 8+ 19 © GEORGE L. EDGE AND BRIDGET E. EDGE HOLDER OF AN EASEMENT FOR ROAD AND INCIDENTAL PURPOSES, NOT TO SCALE RECORDED MAY 22, 1934 IN BOOK 302, PAGE 142 OF O.R. EASEMENTS- PROPOSED SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OF AN QQOFESSI N EASEMENT FOR PUBLIC UTILITY AND INCIDENTAL PURPOSES Q� ®�ZCHAEL 49! RECORDED JANUARY 3, 1964 AS INSTRUMENT NO. 1293 OF O.R. y 4c ® LEUCADIA COUNTY WATER DISTRICT HOLDER OF AN EASEMENT � FOR SEWER PIPELINES AND INCIDENTAL PURPOSES RECORDED w No. 71651 JANUARY 14, 1965 AS INSTRUMENT NO. 6928 OF O.R.. c Exp. 12/31/19 CONRAD F. fX © AND INCIDENTALEPURPO�S RECORDED AUGUST 12. RE200B CRESS CI �9� VIL AS DOCUMENT N0. 2008 - 0430496 OF O.R. OF CALF (A ) EASEMENT FOR PRIVATE STREETS AND EMERGENCY VEHICLE © BRUCE KNIGHT AND ANN KNIGHT HOLDER OF AN EASEMENT N TA PURPOSES RECORDED INGRESS, EGRESS AND INCIDENTAL ACCESS TO THE CITY OF ENCINITAS PER MAP AUGUST 12, 2008 AS DOCUMENT NO. 2008 - 0430497 OF O.R. EASEMENT FOR PUBLIC WATER AND ACCESS GRANTED TO LOUIE M. LOPEZ HOLDER OF AN EASEMENT INGRESS EGRESS THE SAN DIEGUITO WATER DISTRICT PER MAP AND INCIDENTAL PURPOSES RECORDED AUGUST 12, 2008 AS DOCUMENT NO. 2008 - 0430498 OF O.R. �B MARK S. BIBLER HOLDER OF AN EASEMENT INGRESS EGRESS AND INCIDENTAL PURPOSES, RECORDED AUGUST 12, 2008 AS DOCUMENT NO 2008 - 0430499 OF 0 R PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 191, Ste A, Solana Beach, CA 02 ®95 ph 858.259.82121 ffz 858.259.4812 ! Plsaengineeringxom CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: PT 1004 ENC -04 IRT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD NDED: APPROVE : PUBLIC IMPROVEMENT PLANS FOR LOCATION.' 2.5" DISC IN DRAINAGE BOX AT PUBLIC WOWS �J--� 1528 N. COAST HIGHWAY 101 net NE CORAER OF LEUCADIA OAKS BRIAN M. ARDOLINO DATE DATE: �0.1�• I vVS .__. - -- 13773 ®I PARK ON W SIDE OF RRAINIREE OR ENCINITAS PROPERTIES, LLC RECORD FROM ROS 18416 ��� R.C.E. NO.: 71651 JES WENS ��. _ REVIEWER - -- - APN: 254 - 054 -53 ELEVATION 67.639' DATUM: N4VD88 CITY ENGINEER DATE INSPECTOR BRIAN MICHAEL A DOLINO EXP.: 12 -31 -19 DATE DATE C b Zo l 8 PLANNING CASE NO: i6 -151 AA1PhfOD/LIRMOD /TMNOD /LDP SHEET 2 OF 5 ,4 PLSA 2540 9/11/2018 s� r� J Q a r I::: r_ ' x t I IE 7�`�44 ...... .._., 2 _ ....... .......... jy .......... �' ...... x �,., { S _.,. � . ,,.... ..,..., _J11_.__1 _,. . . i f A1'1__'_'4__-1_-4-----! _ .. ... .. J_ it - f i r , ! y i t ' .___4_E l i 1!� ti a� CONSTRUCTION NOTES 0 6" SEWER LATERAL LWD 5 -17, 25 6 32 TYPE II O2 SEWER C.O. PER LWD S-25 O3 ADJUST EX. SEWER MH TO GRADE. O ALL EXISTING MH S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T -LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF THE GREENBOOK. i4 NEW COMPOSITE LOCKING FRAME AND COVER PROVIDED BY LWD. CONTACT LWO FIELD SERVICES SPECIALIST IAN RIFFEL AT 760 - 753 -0155 X 3002 TO COORDINATE PICK UP. 48 HR NOTICE REQUIRED. GRAPHIC SCALE 1 " =10' 0 10 20 30 CHANGE NO. I DESCRIPTION NOTE: EXISTING SEWER LATERAL ON -SITE TO BE LOCATED BY CONTRACTOR AND ABANDONED. COORDINATE WITH LWD FIELD INSPECTOR. NOTES TO CONTRACTOR: 1. ANY PORTION OF THE EXISTING SIDEWALK OR ANY OTHER PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEXT JOINT TO THE SATISFACTION OF THE CITY ENGINEER. 2. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WITH THE SUBDIVISION MAP PRIOR TO RELEASE OF SECURITIES. S. ALL NEW UTILITY SERVICES TO BE INSTALLED UNDERGROUND. 4. ALL STREET SIGNS, LIGHTS, LAMPa UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 5. UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. AS -BUILT APPROVALS BRIAN M. ARDOLINO DATE CITY ENGINEER DATE Em SEWER LATERAL TABLE SEQ NO. UNIT NO § INVERT AT MAIN IE LENGTH OF LATERAL. DROP TO MAIN is SLOPE % GROUND ELEV. AT PL £ a PAD ELEV. FT. i' BACKWATER VALVE REQ'D REMARKS l i 1!� ti a� CONSTRUCTION NOTES 0 6" SEWER LATERAL LWD 5 -17, 25 6 32 TYPE II O2 SEWER C.O. PER LWD S-25 O3 ADJUST EX. SEWER MH TO GRADE. O ALL EXISTING MH S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T -LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF THE GREENBOOK. i4 NEW COMPOSITE LOCKING FRAME AND COVER PROVIDED BY LWD. CONTACT LWO FIELD SERVICES SPECIALIST IAN RIFFEL AT 760 - 753 -0155 X 3002 TO COORDINATE PICK UP. 48 HR NOTICE REQUIRED. GRAPHIC SCALE 1 " =10' 0 10 20 30 CHANGE NO. I DESCRIPTION NOTE: EXISTING SEWER LATERAL ON -SITE TO BE LOCATED BY CONTRACTOR AND ABANDONED. COORDINATE WITH LWD FIELD INSPECTOR. NOTES TO CONTRACTOR: 1. ANY PORTION OF THE EXISTING SIDEWALK OR ANY OTHER PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEXT JOINT TO THE SATISFACTION OF THE CITY ENGINEER. 2. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WITH THE SUBDIVISION MAP PRIOR TO RELEASE OF SECURITIES. S. ALL NEW UTILITY SERVICES TO BE INSTALLED UNDERGROUND. 4. ALL STREET SIGNS, LIGHTS, LAMPa UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 5. UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. AS -BUILT APPROVALS BRIAN M. ARDOLINO DATE CITY ENGINEER DATE Em SEWER LATERAL TABLE SEQ NO. UNIT NO ST STA. OF LATERAL AT MAIN INVERT AT MAIN IE LENGTH OF LATERAL. DROP TO MAIN INVERT @ CO SLOPE % GROUND ELEV. AT PL DEPTH BELOW PL PAD ELEV. FT. UPSTREAM MH RIM ELEV. BACKWATER VALVE REQ'D REMARKS 1 RES 8 +59.00 45.37 15.6' 3.7' 49.42 2.57% 55.92 6.5' 55.6 56.81 YES 6" PVC 2 COMM 9 +14.18 44.69 19.2' 3.4' 48.53 2.55% 55.33 6.8' 55.8 56.81 YES " 3 COMM 9 +19.18 44.62 19.2' 3.8' 48.77 2.03% 55.27 5.51 55.8 56.81 YES " UC01bIVCU DT: 1 Uh1H7V 6t: l.neBMA DT; ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF REC NDED: APPROVED DATE: I,p•1q,• IC6 ` ly -. JES li OWENS � R.C.E. NO.: 71651 � (�/'A BRIAN MICHAEL 44pry INO EXP.: 12 -31 -19 DATE$ DATE 1)1,C 1 Z0( s No. 71651 Exp. 12/31/19 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 Forth Highway 101, Ste A, Solana Beach, CA 92055 ph 858.259.8212 I ffx 858.259.4812 � pisaengim<eesing.comm CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT CASE N0: 16 -151 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254 - 054 -53 DRAWING NO. 13793 -1 SHEET 3 OF 5 PLSA 2540 9/11/2018 E !� CONSTRUCTION NOTES U ADJUST EX. SEWER MH TO GRADE O4 TRENCH RESURFACING PER SDRSD G -24A O INDUSTRIAL FIRE HYDRANT PER WAS WF -01 6 WF -04 2" WATER SERVICE PER WAS WS -02, WC -17 & WR -01 O7 6" FIRE SERVICE PER WAS NF-05. BACKFLOW TO BE INSTALLED IN BASEMENT ® PVT. SIDEWALK UNDERDRAIN PER SDRSD D -27 O 6" PCC CURB & GUTTER PER SDRSD G -2, GUTTER AT 0.5% SLOPE SO SIDEWALK PER SORSD G -7 ii 0 HT 6'X16" FLUSH CURB & GUTTER O DRIVEWAY PER MODIFIED SDRSD G -14D O ALL EXISTING MH S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING IF ANY. T -LOCK URETHANE AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF THE GREENBOOK. i4 NEW COMPOSITE LOCKING FRAME AND COVER PROVIDED BY LWD. CONTACT LWO FIELD SERVICES SPECIALIST IAN RIFFEL AT 760 - 753 -0155 X 3002 TO COORDINATE PICK UP. 48 HR NOTICE REQUIRED. FIRE NOTES. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S),• 36 TO 42 INCHES ABOVE FINISHED GRADE TO THE TOP OF THE CONNECTION. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW /DOUBLE DETECTOR CHECK, IT SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLOW /DDC VALVE. WHEN AN FDC IS ATTACHED TO THE BACKFLOW/DDC, THE FDC MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE IF THE BACKFLOW/DOC IS INSTALLED WITHOUT AN FOC, BOTH OS &Y VALVE HANDLES SHALL BE MOUNTED 35 TO 42 INCHES ABOVE FINISHED GRADE BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5 FEET OF THE FDC OR BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS ACCEPTABLE TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48 INCHES IN HEIGHT. GRAPHIC SCALE 1 " =10' 0 10 20 30 CHANGE NO. DESCRIPTION l n n. R PLAN VIEW STATIONING NOTE.° N. COAST HWY 101 STATIONING PER DWG. 147 -8 & LWD LINE T -5 SCHEDULE II D CVRB DATA TABLE LINE LENGTH BEARING COMMENTS L1 30.00' N14'58 30 "W 0 HT PCC FLUSH CURB & GUTTER L2 72.04' N14 *58'30 "W 6" PCC C &G PER SDRSD G -2 APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESCRIPTION, • PT 1004 ENC -04 _ INT. ME - LOCATION' 2.5" DISC IN DRAINAGE BOX AT - — NE COFNER OF LEUCADIA OAKS BRIAN M. ARDOLINO DATE F'UBLZC - WORKS PARK ON W SIDE OF RAINTREE 64 PLANNING H E --RECORD FROM: ROS 18416 REVIEWER - - -- ELEVATTONk 67.639 DATUM' NAVDBe CITY ENGINEER DATE INSPECTOR 0 PROJECT SITE F i uwiMA ui. unnnev ui. unc�,ncu oT. ENGINEERING DIVISION APPROVALS B MA PLANS PREPARED UNDER SUPERVISION OF RECO LADED: APPROV X DATE: 10 .1'$ . l Yb R.C.E. NO.: 71651 ES WENS IN MICHAEL AR INO EXP.: 12 -31 -19 DATEiVIZU DATE 11j6 / Z0 ( $ 5' 2 5' SIDEWALK AN 15% 40' N. HWY. 101 GRIND & OVERLAY VARIES N. COAST HIGHWAY 101 TYPICAL SECTION NOT TO SCALE r.s EXIST. PAVEMENT 1.5" ACTION PAVEMENT SECTION ---ECTI N GRIND & OVERLAY DETAIL NOT TO SCALE No. 71551 Exp. 12/31/19 CL PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North fflghway 101, Ste A, Solana Beach, CA 92 ®75 ph 858,259.82121 1 ffz 858.259.48R2 I p1sacn5nnccglnS.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 'C IMPRO✓EMENT PLANS FOR: 1523 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254 - 054 -53 IING CASE NO: 16 -151 NR/PMOD /DRMOD /TMMOD /COP 13793 -1 SHEET 4 OF 5 PLSA 2540 9/11/2018 .�J CA r WATER EFFICIENT LANDSCAPE W MAINTENANCE LANDSCAPE STREET TREE PLANS AHLES WORKSHEET H E ET LANDSCAPE ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER E ARCHITECTURE INC. HYDRO ZONE INFORMATION TABLE AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN R A HEALTHY CONDITION. DISEASED LEUCADIA L HY�eozoNE � HYDROZONE i OF TOTAL OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER P.O. Box 1503 44LVE 19916ATlON FLANTFACTOR AREA LANP5OAFE THE CONDITIONS OF THE PERMIT. COIVROLLER # 9f5C91Fr10N CIRaIT A ACTY09KC005/ /A/E 6E / /FF/ /HA / /5F/ AREA FFXHA lE FFXHAAE Rancho Santa Fe, CA 92067 I 1 PARKWAY 1 D 0.3 140 100 42.0 0.8 52.5 LANDSCAPE MAINTENANCE SHALL BE PROVIDED BY THE PROPERTY OWNER. 858.756.8963 Encinitas, CA 92024 ala @ahlesland.com SOIL MANAGEMENT 0 MI##j eroTAL, FAD HYOROZONES 140 100.0 52.5 PROVIDE 501L TEST OF CHEMICAL AND AGRICULTURAL ANALY515 BY AN INDEPENDENT AGRONOMIC SOILS STEVEN M. AHLES �S MAXIMUM APPLIED WATER ALLOWANCE CALCULATIONS TE5TING LABORATORY. REPRESENTATIVE 501L 5AMPLE5 SHALL BE TAKEN IN THE FIELD AND A WRITTEN a CA & 2538 m ESTIMATED TOTAL WATER USE REPORT SHALL BE PREPARED BY THE AGRONOMIST AND SHALL INCLUDE RECOMMENDATIONS FOR 501L DATA ALLOWANCE 55nMAr5o rorAL vrarERU55 AMENDMENTS AND APPLICATION RATES FOR SOIL PREPARATION FERTILIZATION, PLANTING BAGKFILL MIX, GENERAL NOTE m �^ g -- - HYDRO MULCH SLURRY (A5 APPLICABLE) AND A POST MAINTENANCE FERTILIZATION PROGRAM. g s RENEWAL "9 Eto: 42.9 6ALLONS/YEAR 2048 6ALLONS/YEAR 1396 ALA STANDARDS, INCLUDING SOIL MANAGEMENT PROGRAM, PLANITNG ETFACroe 0.55 NOTES, DETAILS AND SPECIFICATIONS, IRRGATION NOTES DETAILS AND ® ® ® ® /OF Aire��'® +a® LAND50APE AREA (TOTAL): 140 PERCENTAGE ALLOWANCE USED PROVIDE TWO COPIES OF THE ANALYSIS TO THE LANDSCAPE ARCHITECT. SPECIFICATIONS, GENERAL NOTES AND MAINTENANCE NOTES ARE CA# 2538 CONVER FACTOR: 0.62 INCORPORTED BY REFERENCE INTO THI5 PLAN. CONTACT LAND50APE BFECiAL LAND�AFEAREA: 0 68 2% , PROVIDE ACTUAL 501E AMENDMENTS PER SOIL ANALYSIS RECOMMENDATIONS. FOR BIDDING PURPOSES ARCHITECT FOR ADDITIONAL INFORMATION. APPIFIONAL ET 5FECIAL AREA: 0.3 ASSUME THE APPLICATION OF THE FOLLOWING AMENDMENTS AND FINISH GRADING: 150 L55JI000 5.F. A6RIGULTURAL GYPSUM 25 L55. /1000 5.F. 12 -12 -12 FERTILIZER 150 L55JI000 5.F. "GROWPOWER PLUS W/ 5ULFER" PLANT SCHEDULE 3 GU. Y05JI000 5.F. NITROFIED ORGANIG 501L AMENDMENT (PER 5PEG.) ROTOTILL 1N THE TOP b" OF 501L: THEREAFTER FOR ALL AREAS: SHRUBS BOTANICAL NAME 51ZE OTY RAKE AND FINE GRADE ALL PLANTING AREAS. MAINTAIN A MINIMUM ( AEONIUM X 'ZINARTKOP' 5 GAL 14 2% DRAINAGE AWAY FROM ALL BUILDIN65 AND 5TRUCTURE5, AND 5% WITHIN ZWARTKOP AEONIUM FIVE FEET OF BUILDING OR STRUCTURE.. SMOOTH FINISH 6RADE5 TO ELIMINATE PUDDLING AND 5TANDIN6 WATER. GOORDINATE WITH OTHER TRADES AND MAINTAIN 0RAINA6E DURING GON5TRUGTION. AGAVE VILMORINIANA 5 GAL 5 APPLY 501L LEAGHIN6 A5 ANALY515 INDIGATE5 OCTOPUS A6AVE PLANTING PITS AND PLANTERS SHALL BE BACKFILLED WITH AMENDED EXISTING SITE GROUND COVERS BOTANICAL NAME CONT SPACING OTY 501L AND 1/3 (BY VOLUME) NITROFIED ORGANIG SOIL AMENDMENT. FER71LIZE TREES, TABLET(S) PER SPECIFICATIONS A� HE FOLL WING RATES: PLANTING WITH AGRIFORM / j%j BLUE CHALKS ICK5 PLAT i3q 5F IRRIGATION LEGEND FLAT MATERIAL - 1 (5 GRAM) TABLET LINERS - 2 (5 GRAM) TABLETS IRRIGATION HEA05 I GAL 51ZE - I TABLET 15 GAL - 5 TABLETS 5 GAL 51ZE - 3 TABLETS 24" BOX - 8 TABLETS 5YMEOL MAKE MODEL NOZZLE F51 6FM R ARC DETAIL DOE5G91PTOV SOAKER L NE IRRIGATION PLAN PLANTING PLAN NETAFIM TLCV6 -12 — 25 0.6 GPH E4F /L -4 TEGHLINE LASER TUBING .0102 GPM /LF WITH INTEGRAL GHEGK VAL 5 Q� • INDICATE5 CONAIECTION BETWEBN FYC AND 50AKER LINNE ✓ �\ \ �1 \ A� NETAFIM TLAVRV AIR RELIEF VALVE NETAFIM TLVF —I 61-4 FLUSH VALVE r T�" LE \ PIV' \ ` \ NORTHt ` SG \ Piv ROM IDEAT5NDOFEACHFRIAMRYLAFERAL t \ \ A�` LO ATE SUBSURFACE SOAKER IRRIGATIO TUB G THROUGHOUT SHRUB° PLANTING ARE OTHER �OUI�M�NT � � � � � - , � , i 5YMPOL MAKE MODEL 5 1ZE P55CRIFTION DETAIL/5H55T = S BUR TUBING 2 3 INCHES BELOW GRADE- 1 S THEN COVER WITH 1�Ui GH, PROVIDE AIR REL- iLF'VALVE5 AND FLUSH i \ : HUNTER IC — 600 -55 WALL MOUNT CONTROLLER W /5TAINLE55 CABINET A /L -4 i VALV A� INDICATED, WITH ADDITIONALLY ` Wf EXPAN51ON MODULE5 TO ACOOMODATE ALL 5TATION5 \ i \ AS NEC 55ARY FOR PROPER OPERATION. \\ ° PROVID ALI. PER MANUFAGTURER 5 �V �5PECIFI TION. W/ HUNTER 50LAR 5YNG AUTOMATIC RAIN 5HUT OFF POINT OF CONNECTION FEBGO 525YA 3/4 IN. BAGKFLOW PREVENTER B /L -4 DOWN5TREAM OR 3/4 IN. METER WILKEN5 500Y 3/4 IN. PRE55URE REGULATER (CONNECTED TO POTABLE WATER SERVICE) \ \ \ WATTS (ii 3/4 IN. Y STRAINER MAXIMUM CAPACITY OF 30 GPM PROVIDE BACKFLOW DEVICE, MASTER VALVE AND FLOW METER. \ /} ) I" ' \ ' LOCATE BACK I<LON PREVENTER IN R.O.W. NO FURTHER THAN IS ° M J ? ° \, INCHES FROM WATER METER HUNTER HG -015 —FLOW 3/4 IN. IRRIGATION 5U5 METER PIPE BET 'WATER METER AND BACK FL O LL BE RED v 314 BRASS $I E. \ i VERIFY WATER P RE PRIOR TO STARTING WORK HUNTER CZ -101 PER KEY DRIP CONTROL ZONE G /L -4 P RIO VID ULATOR IF OVER 80 P51- X STATION NUMBER GIPATE REGULATOR VALVE KEY X VALVE 51ZE bE51GN MAINLINE (DOWNSTREAM OF REGULATOR) VALVE GPM /PRESSURE 15 85 P51 1 \ GL 315 1 -1/2 PVC PRE55URE MAINLINE — CONTROLLER • INTERIOR WALL MOUNT — — — — GL 200 PER PLAN PVC LATERAL D /L -4 x \ \ LOCATE RAINGUARD \ NEARBY IN UNOBSTRUCTED 56H 40 1/2 "ONLY PVC LATERAL \ SKY LOCATION. FIELD VERIFY LOCATIONS 5GH 80 2X LINE PVC 5LEEVE \ \ \ . — E — 56H 40 2" PVG ELECTRICAL SLEEVE W/ OWNER PRIOR TO INSTALLATION - NOT5 5LEEVf TYPE AND DEFTHA5 FOLLOWS: ALL 5LEEi55 UNDER VEHICLE FAAW- 5CH 60 4196 IN COVER MAINLINE AND WL4E UNDER FEDE5TRAIN FA�1IN6- 569 40 W149 /N COI/ER L1475R4L5 UNDER FEDE5TRAINFAYlN6- 56H 40A112 IN COIiSR NOTE EXTEND ALL 5LEEVE5 l2 "BEYOND EDGE OF PAVING CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SA SA SA DESCRIPTION: PT. 1025 ENC -25 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP O PUBLIC IMPROVEMENT PLANS FOR: LOCATION: MIDDLE OF INTERSECTION OF S. EL PUBLIC WORKS DATE: 6 -21-18 r ? _,I,� 1528 N. COAST HIGHWAY 101 PORTAL ST & LA MESA AVE. BRIAN M. ARDOLINO DATE PLANNING JES O E S /SIE,Y6l19~ EDio~ ENCINITAS PROPERTIES, LLC 13793 -1 STEVEN M. AHLES R.L.E. NO.: 2538 ��� RECORD FROM: ROS 18416 REVIEWER ___/O"j� o- LI � M APN: 254 - 054 -53 ELEVATION: 60.601' DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR ALA PROJECT NO.: 1809 EXP.: 9 -30 -19 DATE DATE PLANNING CASE NO: 16 -151 TM MOD/ CDP/ DR SHEET 5 OF 5 A