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2019-14173-I (Plans)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 tLU 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 CAUFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN 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. TO 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT-OF-WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. PERMITTED WORKS SHALL BE CONSTRUCTED•IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE, CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPUCANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7. NO WORK WITHIN THE PUBUC RIGHT-OF-WAY IS PERMITTED ON SATURDAYS, SUNDAYS, 8. NO 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. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REWIRE 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 A.U. 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, PERIMMEE 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. REFER TO THE CINS STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD 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 WDTH 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. 021(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTNG UTIUTIES 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 CULVERT 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. APPROVED I DATE :Cl m Zile]: k czel =lWYM ,4 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 REFILUNG 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 OF DEVELOPMENT SERVICES DIRECTOR. 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, HYDRAUUC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 32, ALL SUBSURFACE UTIUTIES 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 AS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABIUTATEO 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-ESTABUSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A UCENSED LAND SURVEYOR. 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS 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 POUCY DIRECTIVE 09-06 AT NO COST TO THE CITY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHAD GARRETT AT (760)214-4421. 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 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. B. THE CONTRACTOR SHALL RE 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 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. EROSIVITY WAIVER # 9ot'j11/poy'L7,S NOTIFICATIONS PROJECT SITE COVER SUMMARY TABLE (ALL SOURCES) COVER TYPE SQ-FT ACRES IMPERVIOUS - ROOF 10,431 0.239 IMPERVIOUS - HARDSCAPE 10,264 0.236 PERMEABLE - PAVING 7,583 0.174 PERMEABLE - LANDSCAPE 65,075 1.494 EXEMPT - WATER FEATURE 649 0.015 SUMMARY 94,001 2.158 COVER SUMMARY SQ-FT- ACRES IMPERVIOUS 20,695 0.475 PERMEABLE 72,658 - 1.668 EXEMPT 549 0.015 SUMMARY 94,001 2.158 DISTURBED AREA SQ-FT I ACRES SUMMARY 94,001 2.158 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTA13USH 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 STABIUZED 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 EROSIONCONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BDN0ED 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. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE. FAMIUAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND TH I 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. 13ERMS/OIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL E 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 RECYCUNG 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. ROAD IMPROVEMENT EARTHWORK SHEET ff CUT = 105 C.Y. FILL = C.Y. SHEET 1 COVER SHEET EXPORT = 105 C.Y. SHEET 2 SEWER EXTENSION PLAN SHEET 3 SEWER EXTENSION PLAN SHEET 4 DETAILS AND WATER AND SEWER NOTES SCARIFY/OVER-EX AND RECOMPACT = 440 C.Y. 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 RESPONSIBIUTY TO CONTACT THE FOLLOWING OWNERS OF SAID UTIUTES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTIUTIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD/ESD - (760)-633-2770 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER-OUVENHAIN MUNICIPAL WATER DISTRICT-(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. CITY GEOTECHNICAL CONSULTANTI FIELD OPERATIONS DOUGL S L GAN DATE 1-4-21 SERIWEINGFNEER DATE I REVIEWER I / I\ 1 OWNER CHAD & BRETT GARRETT 3231 AVENIDA LA CIMA CARLSBAD, CA 92009 & LYNN THOMAS 18461 VIA AMBIENTE ESCONDIDO, CA 92029 SITE ADDRESS• 2902 LONE JACK ROAD ENCINITAS, CA 92024 AP 1�'. 264-160-60 2920 LONE JACK ROAD ENCINITAS, CA 92024 APB 264-160-52 LEGAL DESCRIPTION• OWNER'S CERTIFICAT 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 CITYS OFFICERS. OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL UABILTIES, 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: / OATE:li�14 CH ETT v N VICINITY MAP T.B. PG. 1148-B5 Q1 _MANCHESTER AVE Q EL CAMINO REAL (a) RANCHO SANTA FE RD ® LONE JACK RD Q JACKIE UN © SANTA FE DR Q7 ENCINITAS BLVD SIGNATURE: L m� alw DATE: TIC Iq BRETT GARRETT SIGNATURE: hp�DATE: WLYPN THOMASI SOILS ENGINEER'S CERTIFICATE 1, ANDRES BERNAL A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY MF OR UNDER MY DIRECTION ON JANUARY 7. 2019 AND FOR AN UPDATE ON MAY 7. 2019 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADINGPLANSAND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS. PROJECT,{iAVE BEEN' INCORPQRATED IN 'HE GRADING PLANS AND SPECIFICATIONS. SIGNED: L/L/L_�✓�Qd..a�.{�// _ GE NO.: 2715 EXP. DATE: 9-30-19 .e�c aaorESWs10,W �ffi JOB It. 1812-05-B-2R y Hn 2 5 m COMPANY: ADVANCED GEOIECHNICAL SOLJTIONS. INC. � Ems. s/wps A ADDRESS: 485 CORPORATE DRIVE, SUITE B U 9202v- d} `OTECNWI9 �� PHONE: 619-867-0487%F a ut11` STATEMENT OF ENGINEER OF WAORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY ➢FIE ENGINEER SHALL RANCH !(760) CH COASTAL T OR PROFESSION, WITH THE ENGINEER FURTHER A( (�" 1 [jL ACCORDANCE WITH THE RULES AND LSREGULA SUC �r p� pTT `�F; ��T EXTENT THAT THE ENGINEER CONTROLS SL1C EERING & SURVEYING PLANCHECK OR REVIEW PERFORMED BY THE URCT: DEVF.I.OI'MENT CONSULTANT ENTITY FOR THE PLANS PREPARED BY THE 310 VIA v RA CRUZ. #205 ENCINITAS OF THE TECHNICAL SUFFICIENCY SAN MARCOS, CA. 92079 THEREFORE DOES NOT RELIEVE THE ENGINEE 0-3152 PM / (760 510-3153 Fax IMPROVEMENTS BASED THEREON. THE ENGINI CITY OF ENCINITAS AND* ITS OFFICERS, AGEP BMP PROJECTS STATUS BODILY INJURY ARISING LY FROM E P ENGINEER AND HIS/HE AG¢JTS OR PLOT AGENCY AND EMPLOYT/AND J1RI NB OU PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON % - A Y -(I AS DOC. f 10 M - 076I'S IORK PERFORMED HEREIN SHALL BE IN Y THE CITY OF ENCINITAS, TO THE THE ENGINEER AGREES THAT ANY S IN ITS CAPACITY AS A PUBUC A DETERMINATION BY THE CITY OF AGREES TO AND EMPLO ACTING WITHIN THE COURSE AND SCOPE OF SUCH THE WORK PERFORMED BY THE ENGINEER. DATE: � (q- COMPANY: R¢ RANCHO COAML ENGINEERING & SURVEYINGC z ADDRESS: 310- VIA VERA CRUZ 49205 tr PHONE NUMBER: 760-510-3152�4, C1V1� RCE EXPIRES: 12/31 /2019 Cpy1 PLANNING DIVISION PARKS AND RECREATION JOLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT POTABLE WATER SYSTEM APPROVAL OMWD WOA W590243 /si l�'�+ 7/7n6g&*'� l'(C11i S DATE S DATE / 54Md t6 DATE-' / IGN DATE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE DATE;' LO-4,7 I „f��!E (ram / I PUBLIC WATER, SEWER, AND PRIVATE ROAD 14173-1 R.C.E. NO. 39726 S A WARD J. MER LONE JACK & JACKIE LANE ENCINITAS, CA 92024 EXP. 12-31-19 �'��•(� -7�19 APN: 264-160-60 & 264-160-52 DATE DATE! PLANNING CASE NO: 17-107 TPM/DR ISHEET 1 OF 7/3/2019 10:40 PM 170 160 150 —GRADE A E: REMAIN _ RE -CONS 140 PROPMSTA: n ANH130 120 1+00 APN: 264-154-25 N 20 10 0 20 40 SCALE IN FEET SCALE: 1" = 20' SEWER MAI 1+50 2+00 2+50 3+00 3+50 \ SEWER LINE EXTENSION -PROFILE SCALES: HORIZ.: i" = 20' VERT.: 1" = 10' PUBLIC SEWER AND PRIVATE ROAD IMPROVEMENTS AT EXIST. A.I SAME AFTER 4+00 4+50 *TO BE RELOCATED BY OTHERS EASEMENT LEGEND ❑E EASEMENT FOR ROAD AND UTILITIES, PER DOC. REC'D. NOVEMBER 24, 1964, AS DOC. NO. 213762, AND DOC. REC'D APRIL 5, 1965, AS DOC. NO. CUM 59445. EASEMENT FOR ROAD AND UTILITIES, PER DOC. REC'D. APRIL 5, 1965, AS DOC. NO. 59445. 11 11 O.M.W.D. EASEMENT PER DOC, REVD 1967. AS DOC. r �ll NO. 53521. ' 0 O'M.W.D. EASEMENT PER DOC. REC'D 1967, AS DOC. NO. 53520. 2 ❑0 PUBLIC�WERI E ENT PER DOCU I I _ Q N 36 0_11 DATED UU '1 -- — - Oi O2 O ® OS © EXISTING UTILITIES LEGEND , EXISTING B" WATER LINE ----- -- EXISTING 6" SEWER LINE - - EXISTING UNDERGROUND DRY UTILITIES EXISTING LEGEND — — BOUNDARY EDGE OF PAVEMENT CONCRETE ❑ WOOD FENCE -- FLOWLINE -O VINYL FENCE GUY WIRE SEWER MANHOLE O7 SWALE SEWER CLEANOUT ® UTILITY PULLSOX WATER METER O TELECOMMUNICATIONS PEDESTAL WATER VALVE 10 BOLLARD POWERPOLE it ELECTRIC TRANSFORMER AT&T PEDESTAL 5+GO PROPOSED LEGEND —S PROPOSED B" PUBLIC SEWER MAIN O PROPOSED SEWER MANHOLE WORK TO BE DONE (THIS SHEET ONLY) tO PROPOSED SEWER MANHOLE PER O6 GRIND AND OVERLAY 2" OF STD DWG SM-01. ALL PROPOSED EXISTING A.C. PAVEMENT TO OR ALTERED MANHOLES TO BE LIMITS SHOWN. SEE PAVEMENT EPDXY LINED AND SPARK TESTED SECTION 1 ON SHEET 4. j PER GREEN BOOK STANDARDS. ' 7 O SAWCUT EXISTING A.C. PAVEMENT O2 PROPOSED 8" PVC SEWER MAIN TO CLEAN LINE AS SHOWN. ' PER STD DWG SP-02. /� ® CONNECT EXISTING SEWER 3 L LATERAL TO PROPOSED 8" SEWER II CUIZY�1 LINE WITH NEW WYE CONSTRUCT NEW SEWER CLEANOUT ON O4 PROPOSED 6" A.C. BERM PER STD PROPOSED B" LINE DIRECTLY DWG G-05. TYPE A. MODIFIED UPSTREAM OF CONNECTION PER WITH 12" WIDE BASE. STD DWG SC-01. ABANDON EXISTING SEWER LATERAL O5 REMOVE & RECONSTRUCT A.C. DOWNSTREAM OF CONNECTION. PAVEMENT PER SECTIONS ON SHEET 4. NANCE NO. DESCRIPTION APPROVED DATE BENCHMARK 5-BUILT APPROVALS "` o �L ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DWG. NO. 1 — 1-4-21 1 oEsrnw11m1: Pair In N0.10M 0E GM0 n DC-x0. zs' arc aE /O 77 qq INT. DATE P PR UNDER SUPERVISION OF /G RECOM E AP D: X IMPROVEMENT PLAN FOR: ENCINDS BR USK PUBLIC WORKS � SDI y PUBLIC WATER, SEWER, AND PRIVATE ROAD 14173-I UXAIXIN: uc snimnssi comrn of coNCXErt aEOEscu EON i1E E1NE DATE: d NmNurr muiEn ax T1E vsT s0E N effl WA IT DOUG AS OGAN DATE PLANNING STE 11'AK EDWARD J. ER LONE JACK & JACKIE LANE ENCINITAS, CA 92024 - NwD um 1ao' solml of a aNx,Na ML NOX1[ R.C.E. NO 39726 1-4-21 REVIEWER OUGLAS E. LOGAN '�� (� -> APN: 264-160-60 & 264-160-52 (SGOR FPOW CiIY OF ENtlNIiIS WM£Y roMROI XEIYMIX SFNI N INEFR DATE ,ucorrrno I I EXP. 12-31-19 nei'r nAir F I I PI ANNING CASF NO- 17-107 TPM/nR SHFFT 9 OF . O z z O a 1 7/3/2019 10:40 PM #4 BARS AT 12" OC EW (CENTERED) n; f :. • d If ILI 1'. CLASS 2 AGGREGATE BASE COMPACTED PER PAVEMENT, BASE AND SOILS REPORT STRUCTURAL UAL SE PER ECTION NOTES: 1. CONCRETE SHALL BE L ASSHAVE 532—CFW-3500. TOOLED 2. EXPOSED EDGES SHALL HAVE A 1/2" TOOLED XRADIUS. 3. S STALL E SOILS SHALL BE JOINTS AT 12' TO SPACING. CI MAXIMUM DENSITY: 4. INSTALL CRACK CONTROL JOINTS AT MAX.MAX SPACING. 5. INSTALL EXPANSION JOINTS AT 24' AX. SPACING. CONCRETE RIBBON GUTTER DETAIL NOT -TO -SCALE APPROVED I. DATE Ell I ' . BE BE "III` GRADE T0 SAME AFTERRE-CONSTRUCTION OF�EEEEEEEEEIq III PAVEIME 11Y.s_REMAIN I— asiummmimm ral ��►� i� ONE MINES wl�� MINES! NOMINEE MEN no I NINE MENEM CMENOMINEE 4+50 5+00 5+50 6+00 6+50 7+00 7+50 SEWER LINE EXTENSION PROFILE W SCALES: z I CV HORIZ.: I' = 20' J VERT.:. 1' = 10' LU a N jZl M t goo 9 P 2 151-1 t --r 1nsT. sEw�R \ A N: 26 11511-08 � ` i I1E: 80 6 �/\ �\ AC vc I. � �� � v� � �r� poi � ��'�.����s���s��� �sr� r r � - • . • ", . , . r : r. •. - S ys,`�Ylllll\\\\\lam\ �''�,f \ 1���� 1 N ' 20 10 0 20 40 SCALE IN FEET SCALE: 1" = 20' DUKlVTTXN: MW iD NC.1020 DE MTTD AS DIC-2025• CITY DF ENOINDAN Bws DI 1-4-21 PUBLIC SEWER AND PRIVATE ROAD IMPROVEMENTS EASEMENT LEGEND ❑F EASEMENT FOR ROAD AND UTILITIES, PER DOC. REC'D. APRIL 5, 1965, AS DOC. NO. 59445. 1 ❑K O.M.W.D. EASEMENT PER DOC. REC'D 1967, AS DOC. NO. 53520. © EASEMENT FOR ROAD AND UTILITIES, PER DOC. REC'D. AUGUST 21, 199Z AS DOC. NO. 92-530564 & 92-530565. EASEMENT FOR PRIVATE ROAD AND UTILITY, PER PARCEL MAP NO. 17006 REC'D. NOVEMBER 25, 1992, AS FILE NO. 92-762399. 240 0 EASEMENT FOR WATER PIPELINES, GRANTED TO O.M.W.D., PER PARCEL MAP NO. 17006 REC'D. NOVEMBER 25. 199Z AS FILE NO. 92-762399. © O.M.W.D. EASEMENT PER DOC. REC'D 1967, AS DOC. NO. 70322. ❑O PUBUC SEWER EASEMENT PER OD�)I4-Oq'6��i DATED I b'bl—z01Q 230 pRIVAT UTII�IT�Y �N���ACCESS EASEM{,��PE3,P RCE ,M1.P REC'D.,jE.�L=(��wNfl�Y- AS FILE NO. u71�1 �j2l OAnn�A�t71�� © EMENT REC'D. II �L �91�1 N AS FSLE NO. P_I I�EL 220 EXISTING UTILITIES LEGEND 210 W EXISTING 8` WATER LINE S EXISTING 6" SEWER LINE E EXISTING UNDERGROUND DRY UTILITIES 200 EXISTING LEGEND — — BOUNDARY 190 '" EDGE OF PAVEMENT ------- CONCRETE ❑ WOOD FENCE 180 — .. .. — FLOWLINE O VINYL FENCE —� GUY WIRE 170 1O SEWER MANHOLE O7 SCALE ,��yr-, A O2 SEWER CLEANWT O8 UTILITY PULLBO% -I/ V Ar It g��7s4 3 WATER METER O9 TELECOMMUNICATIONS PEDESTAL ® WATER VALVE 10 BOLLARD I Iw� OS POWERPOLE 11 ELECTRIC TRANSFORMER CuTm'6 �'f 9�I 6 AT&T PEDESTAL CCU id) TD F W liF1nJrD EXISTING WATER METERcl PROPOSED LEGEND REMAIN AND BE PROTEIN PLACE. IN GRADING S PROPOSED 8" PUBLIC PAVEMENT IN THIS ARE SEWER MAIN PROPOSED SEWER MANHOLE WORK TO BE DONE (THIS SHEET ONLY) 1O PROPOSED SEWER MANHOLE PER O PROPOSED 1" WATER SERVICE STD DWG SM-01. ALL PROPOSED PER OMWD B-1.1. OR ALTERED MANHOLES TO BE EPO%Y UNED AND SPARK O EXISTING PAVEMENT PER GREEN BOOK STANDARDS. TO TO CLEAN LINE AS SHOWN. O REMOVE NSTRUCT A.C. O PROPOSED 8" PVC SEWER MAIN PAVEMENT PER PEROSECTIONS ON PER STD DWG SP-02. SHEET 4. UNDERGROUND DRY O PROPOS0CAUTION, IRE HYDRANT PER UTILITIES CROSSING. OMWD CED,j CONSTRUCT 2' WIDE CONCRETE O10 q PROPOSED 6" A.C. BERM PER RIBBON GUTTER PER DETAIL STD DWG G-05, TYPE A. HEREON. MODIFIED WITH 12" WIDE BASE. II COH9•FRVL7 LOW RC/AIr1lrlc PE2 OPROPOSED a SEWER LATERAL O,,,,IM,IWD SPEC IFICAII0A19 TO PER STD DWG SS-01. Mire r mean BOX RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 NA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fox BMW I I A.nvux 61161111,7 U1T1v1wix •+r I nv♦r+w WIT Ur LI'IUINIIAJ - UtVLLUYMLNI JLKVIULS UtYAKIMLP R D UNDER SUPERVISION OF RECOMM N AP IMPROVEMENT PLAN FOR: DATE. r QJ�i�l � PUBLIC WATER, SEWER, AND PRIVATE ROAD R-C.E. NO 39726 STEVFA K EDWARD J. ER LONE JACK do JACKIE LANE ENCINITAS, CA 92024 LOGAN (SZ41>19 APN: 264-160-60 & 264-160-52 EXIT. 12-31-19 DATE DATE PLANNING CASE NO: 17-107 TPM/OR 0 N U) M I 0 UWU. NU. IIIL0 p W Z 14173-1 w w 27 z SHEET 3 OF 4 w D- 7/3/2019 10:59 PM I 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN 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 DISTRICTS 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 CAL/OSHA. 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 DISTRICTS 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 CAUFORNIA" 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 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS PATH 4' MAXIMUM DEFLECTION PER COUPUNG (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 DISTRICTS 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 DISTRICTS 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 DISTRICTS 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 DISTRICTS 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. NO.I DESCRIPTION I APPROVED I DATE SEWER NOTES: ENCINITAS SANITARY/CARDIFF SANITATION DISTRICT SEWER NOTES: ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GREENBOOK', LATEST EDITION)), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECI(CATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP-02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS N-01, 02, & 03. 2. PIPE AND BEDDING CONDITIONS: A ALL PIPE SHALL HAVE 4" MINIMUM OF " CRUSHED ROCK BENEATH THE PIPE. 8 Y.V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE -DRAINING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE SHALL BE %' CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL. MAIN UNE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM-01 POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC OUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE YAM 8-INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL 5. THE CONSTRUCITON OF 4-INCH SEWER LATERAL PER SDRSD NO'S SS-01 AND SS-02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6. THE CONSTRUCTION OF CONCRETE CUT-OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP-07. 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 60-INCHES BELOW THE FINISHED GRADE, 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. NOT USED. 10. "AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE. 12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760-633-2770. 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS -GUILTS. 16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP-01, THE APPROPRIATE BURIED UTIL'TY WARNING AND IDENTIFICATIN TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. 18, WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER TELEVISION INSPECTION. 20. SEWER MANHOLE LINING: 21. NO ADDITIONAL LATERALS ! PROCESSING A CONSTRUCT( DISTRICT, IF CREATED. 22. MANHOLE FRAMES AND CO' TYPE WITH A 36-INCH OPE DIAMETER WITH LETTERING INDICATED ON SDRSD M-1. GREATER SEWER MAINS: THE INSIDE OF WITH INTEGRALLY LOCKING PVC LINING PER Q FEES, SHALL BE MADE IN THE USA OF HEAVY DUTY CAST-IRON MANHOLE COVER INSERTS SHALL BE 24-INCH OF ENCINITAS" AND SEWER" SIMILAR TO WHAT IS APPROVALS 12' GRIND AND OVERLAY 4' A.C. 12" 6" A.C. BERM PER STD DWG 12" G-O5, TYPE A, MODIFIED ? rY DEEP GRIND KITH 12" WIDE BASE (LIMITS 5 AND OVERLAY pER PLAN). EXISTING E.P. 'INSTALL 3" A.C. OVER 10" CL. 2 BASE, MIN. SCARIFY AND RECOMPACT 12" OF SUBGRADE TO 95% RELATIVE COMPACTION) PER SECTION 4.0 OF AGS SOILS REPORT DATED 1/7/2019 AND UPDATED 5/7/2019. PAVEMENT SECTION 1 BEGIN WORK TO STA. 2+25.00 N.T.S. 1ZAIL 17AA�PI(c /uvwf7 . 16' A.C. y6- A.C. BERM PER STD _ DWG G-05, TYPE A, MODIFIED WITH 12" WIDE BASE (UNITS PER PLAN). -ilmmmloiarw�4E191,�nTomr 2:1 MAX SLOPE AND 12" BENCH (FROM STA. 2+25 TO STA. 2+44) WOVEN HP570 REMOVE EXIST. A.C. AND OVER -EXCAVATE 24" OF GEOTEXTILE AT BOTTOM SUBGRADE. BACKFILL WITH RECOVERED CRUSHED A.C. OF EXCAVATION COMPACTED TO 95% PER SECTION 4.0 OF AGS SOILS REPORT DATED 1/7/2019 AND UPDATED 5/7/2019. INSTALL 3" A.C. OVER 10" CL 2 BASE, MIN. PAVEMENT SECTION 3 STA, 2+6000 10 STA. 3160,00 N.T.S. DATE: ICI v�r R.C.E. NO. 3972i EXP. 12-31-19 VARIES 16' MIN REMOVE EXIST. A.C. AND SCARIFY AND RE -COMPACT 12" OF SUBGRADE TO 95% RELATIVE COMPACTION PER SECTION 4.0 OF AGS SOILS REPORT DATED 1/7/2019 AND UPDATED 5/7/2019. INSTALL 3" A.C. OVER 10" CL. 2 BASE, MIN. PAVEMENT SECTION 5 STA. 4+52.00 TO STA. 5+56.00 N.T.S. �I }tea 1� ttAp, -a{nr�o. It w ,I((1iz` w Vto 6" A.C. BERM PER STD DWG G-05, TYPE A, MODIFIED WITH 12" WIDE BASE (LIMITS PER PLAN). 12" INSTALL 3" A.C. OVER 10" CL. 2 BASE, MIN. SCARIFY AND RECOMPACT 12" OF SUBGRADE TO 95% RELATIVE COMPACTION PER SECTION 4.0 OF AGS SOILS REPORT DATED 1/7/2019 AND UPDATED 5/7/2019. PAVEMENT SECTION 2 STA. 2+25.00 TO STA. 2+60.00 N.T.S. 6" A.C. BERM PER STD DWG G-05, TYPE A. MODIFIED WITH 12" WIDE BASE (LIMITS PER PLAN). INSTALL 3" A.C. OVER 10" CL 2 BASE, MIN. SCARIFY AND RECOMPACT 12" OF SUBGRADE TO 95% RELATIVE COMPACTION PER SECTION 4.0 OF AGS SOILS REPORT DATED 1/7/2019 AND UPDATED 5/7/2019. PAVEMENT SECTION-4 STA. 3+60.00 TO STA. 4+52.00 N.T.S. 6" A.C. BERM PER STD DWG G-05, TYPE A. MODIFIED WITH 12" VIDE BASE (LIMITS PER PLAN). e cmai. A.r,. mNu SCARIFY AND RE -COMPACT 12" OF SUBGRADE TO 95% RELATIVE COMPACTION PER SECTION 4.0 OF AGS SOILS REPORT DATED 1/7/2019 AND UPDATED 5/7/2019. INSTALL 3" A.C. OVER 10" CL. 2 BASE, MIN. PAVEMENT SECTION 6 STA. 5+56.00 TO END WORK N.T.S. RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, p205 SAN MARCOS. CA. 92078 DEPARTMENT I DWG. PUBLIC WATER, SEWER, AND PRIVATE ROAD 14173-I LONE JACK do JACKIE LANE ENCINITAS, CA 92024 APN: 264-160-60 & 264-160-52 11 J_ Q W N u1 0 in 0 Z W Z 0 S o_ 9 10: 40 PM