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2018-14062 I (Plans)GENERAL RIGHT -OF -WAY NOTES: GENERAL RIGHT -OF -WAY NOTES (CONTINUEDj: STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER PERMITTEE 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT- -AF -WAY WITHOUT THE FULL KNOWLEDGE OF THE 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. CONCRETE WASHOUT ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS TOURMALINE PROPERTIES, INC. TOURMALINE PROPERTIES, INC. PERMITTED USEAT 760 633 -27 R 2079 GARNETAVENUE 2079 GARNETAVENUE y EAST ( ) 96 0 633 -2797, GRAS STATED ON THE PERMIT. IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM WATER CONVEYANCE SYSTEM OR ANY .c O 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY RECEIVING WATER. CONTRACTOR SHALL POSTASIGN DESIGNATING THE WASHOUT LOCATION. SAN DIEGO, CA 92109 SAN DIEGO, CA 92109 M� �G OF UNDERGROUND UTILITIES AT 1- 800 - 4224133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE y SITE O CONTACTING (USA). SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY AT HIS OPTION, CONSTRUCTION SITEACCESS v� GN 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. SITE ADDRESS �n O 'PA CONTRACTOR'S LICENSE OF THEAPPROPRIATE CLASS. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCKAND /OR CORRUGATED STEEL PANELS / PLATES. y 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN 1112 EOLUSAVENUE 3 N AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE "WORK 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED CONSTRUCTION VEHICLES ENCINITAS, CA 92024 a y rn AREA TRAFFIC CONTROL HANDBOOK", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE APN: 254- 391 -10 G m A INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE OR REPAIR SECTION SHALL BE ONE (I) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE N m AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE m RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. EROSION CONTROL LEGAL DESCRIPTION vm 4 AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST �pJPO Sl CONTROL. 29. IF AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION EROSION BE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND THE SOUTHEASTERLY 100 FEET OF LOT 10, BLOCK "E" IN THE 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR BONDED FIBER MATRIX. CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1788, FILED IN THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT PLANS COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. NO EXCAVATIONAND GRADING ACTIVITIESAREALLOWED DURING WET WEATHER. THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN COUNTY, (MORE FULLY DESCRIBED IN GRANT DEED RECORDED PROGRESS. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER IN BOOK VICINITYMAP 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, ALL OSHA REGULATIONS SHALL BE MET CHANNELS AGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES. 4515AT PAGE 159 OF OFFICIAL RECORDS, JULY 3, 1952) NTS 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 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE OWNER'S CERTIFICATE PERMITTEE CERTIFICATION SHALL BE MADE BYA CERTIFIED TESTINGAGENCY OR FIRMACCEPTABLE TO THE CITY. SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT EROSION. 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECIEVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF PITS MAY BE REQUIRED. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELDAND BIND THE SOIL. OVERALL GRADING ACTIVITYANDADVISE ON THE COMPACTIONAND STABILITY OF THE SITE. CLOSED, CALL (760) 633 -2770. 32, ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE PLANT PERMANENT VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVITIESARE COMPLETE. I (WE) HEREBYAGREE TO INDEMNIFY, DEFEND, AND HOLD CITYAND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, ANDAGENTS A.M. OR CONTINUEAFTER 5 :00 P.M. ON WEEKDAYS. WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. HARMLESS FROM, ANDAGAINSTANYANDALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OFACTIONS, LOSSES, DAMAGESAND 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF, OR INANY MANNER CONNECTED DIRECTLY OR UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE INDIRECTLY WITHANYACTS OR OMISSIONS OF OWNER OR OWNER'SAGENTS, EMPLOYEES, CONTRACTORS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN CATEGORICALLY DENIED. ONSITE CONSTRUCTION MATERIAL STORAGE SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANYANDALL WORK OR CONSTRUCTION COVERED IN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT ORAPPROVED PLANS WITHIN THE PRIVATE PROPERTY 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED OR PUBLIC EASEMENTS. EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN). BE RE- ESTABLISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. ONSME. ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ONSITE STOCKPILES MAY INCLUDE SOIL, PARING 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM WATER FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES 35, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS WITHA TEMPORARY SEDIMENT BARRIERAROUND THE PERIMETERATALL TIMES. SIGNATURE, DATE. \ FULL -TIME FLAGMAN. CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO jv 12 ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA TRAINING PRINT NAME: BEN RYAN, PRESIDENT /CEO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULYAUTHORIZED REPRESENTATIVE. (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ARE IN CONFLICT WITHA CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TOADDRESS THE TREE REMOVAL. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER REQUIREMENTS AND ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. THEIR OWN RESPONSIBILITIES. SHEET INDEX LEGEND 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996. STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06AT NO COST TO THE CITY. WASTE MANAGEMENT PROPERTY BOUNDARY T 15 NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF 1. TITLE SHEET & LEGEND REMOVED AND REPLACED JOINT TO JOINT. UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2 NOTES, DETAILS & RIGHT -OF -WAY 16. TWO SACK SAND- CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME EOLUS AVE IMPROVEMENTS ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE NO SEEPAGE FROMANY DUMPSTER SHALL BE DISCHARGED INTO STORM WATER. BERMS /DIKES SHALL BE PLACEDAROUND ALL DUMPSTERS MATERIAL TO BE UNACCEPTABLE FOR USEAS BACKFILL. EROSION CONTROL TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED ADJACENT PROPERTY 17 CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIMOTHY DAVIES AT (858) 729-6724,24 HOURS DAY. ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. PROPOSED LOT LINE REFERRED FOR NPDES ENFORCEMENTAND PENALTIES. 2. EQUtPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADEAVAILABLEATALL TIMES DURING THE RAINY SEASON CENTERLINE - 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PLANTS, VEHICLE FLUIDS, BROKEN ASPHALTAND CONCRETE, WOOD, (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES ON SITE ON OCTOBER 1 AT CONVENIENT MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED W W W W SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE GRADE LIMIT LINE AUTHORIZED REPRESENTATIVE. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED AT (800) 714 -1195 FOR INFORMATION ON LANDFILLSAND TO ORDER DUMPSTERS CALL EDCOAT (760) 436-4151. GRADE BREAK - - - - 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 4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLESAROUND THE SITE. EXISTING CONTOURS REPRESENTATIVE. ENGINEERAFTER EACH RUNOFF PRODUCING RAINFALL 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY PROPOSED CONTOURS 100 MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH 5. THE CONTRACTOR SHALL INSTALLADDITIONAL EROSION CONTROL MEASURESAS MAY BE REQUIRED BY THE CITY ENGINEER DUE CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. INSTALL 8" PVC SDR -35 SEWER S S S - 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK MAIN EXTENSION PER LWD ER & CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT 6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. S 12 OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE. �^ PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING INSTALL 48" SEWER MANHOLE ROADWAY SURFACE 7 ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON. DEPARTMENT CITY OF ENCINITASAT (760) 633 -2770. PER LWD S -3 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND 8. GRADED AREASAROUND THE PROJECT PERIMETER MUST DRAINAWAY FROM THE FACE OF SLOEAT THE CONCLUSION OF EACH INSTALL PRIVATE PUMP & 2" PVC CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED PS PS FROM THE NEAREST EDGE OF THE FACILITY. WORKDAY FORCED SEWER LATERAL PER STATEMENT OF ENGINEER OF WORK SEPARATE PERMIT 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILTAND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH ROADWAY SHALL LEFT IN NEAT AND ORDERLY CONDITION. RAINFALL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED STANDARDSAND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHERAGREES THAT THE WORK PERFORMED INSTALL PERVIOUS PAVERS 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL HEREIN SHALL BE INACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS, ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THATANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS 24 ALL APPROACHES TO PRIVATE DRIVEWAYS AND IN TERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT , IN ITS CAPACITY ASA PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NO TA DETERMINATION BY THE CITY OF ENCINITAS OF THE EXISTING WATER MAIIN (SIZE PER - 1 i - - W - - W - ALL TIMES, UNLESS OTHERWISEAPPROVED BY THE CITY ENGINEER. SOILS ENGINEERS CERTIFICATE TECHNICAL SUFFICIENCY ORADEQUACY OF THE PLANS OR DESIGNAND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY PLAN) 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEERAGREES TO INDEMNIFYAND HOLD HARMLESS THE CITY OF WASHING AND SWEEPING, OR BYANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, 1, MAMADOU S. DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE ENCINITASAND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELY FROM THE NEGLIGENT EXISTING SEWER MAIN (SIZE PER S - -- S S - -- -- DAMAGING OR LOOSENING THE SURFACE. FIELD OFAPPLIED SOIL MECHANICS, HEREBY CERTIFY THATA SAMPLINGAND STUDY OF THE SOIL CONDITIONS PREVALENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES A CTING WITHIN THE COURSEAND SCOPE OF SUCH PLAN) 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY20, 2018. ONE COMPLETE COPY OF THE SOILS REPORT AGENCYAND EMPLOYMENTAND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. COMPILED FROM THIS STUDY, WITH MY REOCMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURHTERMORE, I HAVE REVIEW THESE GRADING PLANSAND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS QROF EROSON REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANSAND SPECIFICATIONS. SIGNATURE: A2A__ TYLER G LAWSON DATE: [ ] / �7 �p ��� G LA AV NOTIFICATIONS l , (1) /� SIGN €O, - &wA /1.�',u � opROFESSiON C, No. 80356 z 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE F q� PASCO, LARET, SUITER &ASSOCIATES MAMADOUS. DIALLO �� Pp�U S. of Fy 535 N. HIGHWAY 101, SUFTEA Exp. 12/3120 BMP PROJECT STATUS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 9 c Q ? SOLANA BEACH, CA 92075 EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR lug REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES a (�It 2704 fn s P TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY RCE /GE 54D71 /2704 PH: (858) 259 -8212 T CI VIA- TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION `xP 'x Flrt J I 9 AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK EXP. DATE: 12 -31 -2019 J}q op CH OF CAL�F� N�GP�\P A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760) 753 -0155 Op cauF�� B. GAS & ELECTRIC - SOGE- (760) 438 -6200 JOB #: 18- 114783 STANDARD C. WATER - SAN DIEGUITO WATER DISTRICT - 1- 800 - 227 -2600 D. RECYCLED WATER - SAN ELIJO JOINT POWERS AUTHORITY- (760) 753. 6203; X -32 EAST COUNTY SOIL CONSULTATIONAND ENGINEERING, INC. €. TELEPHONE - SBC BELL - (760) 489 -3411 10925 HARTLEY ROAD, SUITE I F. CABLE TV - COX COMMUNICATIONS -(760) 806 - 9809; X -2233 SANTEE, CA 92071 PH: (619) 258 -7901 2 CONTRACTOR OTIFYTHECtTYENGINEER' SOFFICE4BHOURSPRIORTOBEGINNINGANYWORKONTHISPROJECT. PHONE (760) -633 -2770-2770 LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT : . PUBLIC SEWER SYSTEM APPROVAL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED PROVED Br LWD DISTRICT ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL. I C33692 2; 2Tr lCL D R ON, PE RCE DATE � v '2-7-19 2 1 2Jl°� jwzfy&446a i Jg/) 5 DEXTER WILSON ENGINEERING, INC. 6/30/2020 SIG DATE DATE SIGN DATE SIGN DATE SIGN DATE FIRM EXP. DATE CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK AS -BUILT APPROVALS LSM LSM I TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: CONTROL POINT #1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF VJEE MEND APP IMPROVEMENT PLAN FOR: LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST PUBLIC WORKS DATE: I-11- 11""? EOLUS AVENUE QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. TYLER G LAWSON DATE 37 FEET EASTERLY OF TRAFFIC SIGNAL PLANNING � WNNS (I_ I CITY EDWARD J. WIMMER APN: 254 - 391 -10 1 ®62 ®� RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE R.C.E. NO.: 80356 Y// w CITY�j` NGINEER ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER INSPECTOR TYLER G LAWSON EXP.: 12/31/18 DATE DATE N l� PLANNING CASE NO: 18 -140 TPM/ CDP SHEET 1 OF 2 PLSA2881 VA co r p tJ -s ra i Qc t 0 z m :v c� �n l LWD SEWER NOTES L WD SEWER NOTES CONTINUED 1. LWDAPPROVAL ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF RRORSAND OMISSIONS DISCOVERED DURING DRAFTER CONSTRUCTION. 33. JOB MIXING Of CONCRETE IS N07ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BEAT CONTRACTOR EXPENSE. i Z ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LtUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO 34, MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETEDAT TIME OF PLACEMENT. GPK PRODUCTS, INC., ORAPPROVED EQUAL, f THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK)AND THE REGIONAL STANDARD MANHOLEADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT SEALLOWED FOR 48 HOURSAFTER -* - - DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. CONCRETE PLACEMENT. PRECAST MANHOLE BASESAREACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 3. OSHA SAFETY ORDERSAND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWEDATAlL TIMES WITHOUT EXCEPTION. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVEA2" BY2 "BUTYL RUBBER GASKET PLACED WITHIN THE FULL 4, THE CONTRACTOR SHALL HAVEA COPY OF THE SEWER NOTES 2. &3. DOCUMENTS ON THE JOB SITEATALL TIMES. CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., ORAPPROVED EQUAL. j 5. THE CONTRACTOR SHALL GUARANTEEALL WORK FOR A PERIOD Of ONE YEARAFTER THE DATE OF FINAL ACCEPTANCE BY tWDAND SHALL REPAIR OR 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2)AFTER BACKFILL, AND 3) SUBSEQUENT TOANY SUSPECTED MOVEMENT OR DAMAGE „t I REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIPAND/ OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE ATERBACKFILL. - - { -- LWD. TO - WHATSOEVER E 37 ALL SEWERSAND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSUREAIR TESTED, AND TELEVISEDAT 7HEAPPLICANT /CONTRACTORS { EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BYLWD. AIR TEST SHALL BE DONEAFTER CONSTRUCTION OFALL OTHER UTILITIES AND 6.. QUANTITIES SHOWN HEREONARE FOR BOND ESTIMATE PURPOSES ONLY NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THEACCURACYOR UTILITY LATERALS. COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. 38. ALL SEWERSAND LATERALS SHALL BE IN PLACEAND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. j WORK SHALL NOT COMMENCE UNTIL SUCH MATER14LSAREAPPROVED BY LWD. - -174 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. MANHOLES SHALL BE 5-FEET DLAMETER FOR PIPE 18- INCHESAND LARGER PER LWD STD DWG S -0. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETSAND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 40, ALL NEW MH'S SHALL BE LINED WITHAN INTEGRALLY LOCKING PVC (T -LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS - -- - --- - -- - SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IFANY. T -LOCK URETHANE, AND EPDXY 9. PRIOR TO START OF WORK, CONTRACTOR SHALL SECUREA LWD PERMIT FOR CONSTRUCTION, SUBMIT SHOP DRAWINGS FORALL MATERIALS FOR LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK AMINIMUM OF FITEEN PERCENT 15% OF MANHOLESAND NOT LESS THAN ONE 1 REVIEW & APPROVAL, SCHEDULEANDATTENDA PRECONSTRUCTfON MEETING PERAPPENDIX V OF STD SPEC, PROVIDE XWEEK LOOKAHEAD WITH POLYURETHANEAND EPDXYLINERS SHALL SUCCESSFULLY PASS PULL - TESTAND BE REPAIRED UNTIL PASSING. ONE ( 1) SCHEDULE(S) FORALL SEWER WORK THRU -OUT PROJECT INADDITION TO 72 HOURS NOTICE OF NEED FOR EACH INSPECTION. f0. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHTOF- WAYAND OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY 41. MAXIMUM DEPTH OF SEWER FOR SOR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. b') a COUNTY AND /OR OTHER APPROPRIATEAGENC/ES. 42. FINALAPPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FORA PERIOD OF TIME NOT 70 EXCEED ONE YEAR FROMAPPROVAL DATE TO START OF __._1 CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR 70 START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN THE DISTRICT ENGINEER FOR AN UPDATED REVtEWANDAPPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS 70 BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING EXPENSEANDAPPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN - -- -- - -- --- •- VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNMADMINISTRATIVE CODE, q3. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARYAND SHOWN ON THE DRAWINGS THE CONTRACTOR SHALL CONNECT TO EXISTING THE PLAN SHALL BE PREPARED BYA REGISTERED ENGINEER. ACOPYOF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR MANHOLE STRUCTURESAND CONSTRUCT THE NEW FLOW - THROUGH CHANNELS IN EACH MANHOLE BASE TOACCOMMODATE THE NEW SEWER LINESAS- PRIOR 70 EXCAVATION. REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. , J- 161 MANHOLES SHALL BE CORE DRILLEDAND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED 70 THE CORE DRILLED HOLE BY LINK -SEAL, OR 12, ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE - -- a - CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENTAND COMPACTION OF BACKFILL MATERIALS INA DRY STATE. ALL PIPEZONE ALLOWED. MATERIAL LOCATED IN WET ORAREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE - -- - - - -, -- . -- MATERIAL SHALL BE SUBMITTED 70 THE DISTRICT ENGINEER FOR REVIEWANDAPPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITSAS 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASK €TED PVC SADDLE WYE, OR SHALL BE MADE BY NECESSARYAND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BEALLOWED. INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYESAND PLAIN END PIPE SPOOLS MATCHING THEADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTOAN EXISTING SEWER. ALL CONNECTIONS NOT 13. THE EXISTENCEAND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BYAVAILABLE RECORDS SEARCH BY THE S-32 MADE 70 EXISTING WYES MUST BE / NACCORDANCE WITH LWD STANDARD DRAWING . PRIVATE ENGINEER. TO THE BEST OFTHE PRIVATE ENGINEER'S KNOWLEDGE, THEREARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE ' M PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE Of OTHER UTILITIES OR STRUCTURES NOT SHOWN OR INA DIFFERENT LOCATION FROM 45. IF NECESSARY DURING THE LATERAL CONNECTION WORK UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DO WNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD - -- -' OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. MAY REQUIRE TEMPORARY PROVISION OF DUTYAND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTEA REPRESENTATION OF THEACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR ALLOWED. NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. - 46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQ UIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS ;. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERV/CEALERT (800) 422 4133. AS REQUIRED BY STATE LAW. ALL U71LtTYCROSSINGS SHALL BE POT SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPEDALL THE WAY ONTO HOLED PRIOR TO TRENCHING. ONE PLAIN END PIPE, THEN THE PIPEANDADJOINING PIPES SHALL BEALIGNED TOGETHERAND THE REPAIR COUPLING SLIPPED BACK INTOA POSITION 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITHALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, APPROVED SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL SEAS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BYTHE LWD DISTRICT ENGINEER. TRENCH SAFETYAND CONFINED SPACE ENTRY. 47. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPEAND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP - """ - -E 17 SOILS REPORTS SHALL BE SUBMITTED TO LWD BYA QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTEDAS TO VCPA ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. DIRECTED BY THE SOILS ENGINEER INACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONSAND THE LWD STANDARD SPEC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITHA GASKET RANGE TO MATCH THE OUTSIDE i DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PERASTMA536, GRADE 65 -05-12 18. SEWER ELEVATIONS SHOWNARE INVERT ELEVATION (LE), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWNARE FROM CENTER Of MANHOLE TO AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED 70 THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PERASTM CENTER OF MANHOLE D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTSAND BOLTS SHALL BE TYPE 316 STAINLESS STEEL, 19. ALL REVISIONS TO DRAWINGS SHALL BEAPPROVED BY THE LWD DISTRICT ENGLNEERAS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DINGS. 48. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT INA NEW WYE PERABOVE OR MAY WITH INITIALEDAPPROVAL ON THE MYLARS. USEA SUITABLY SIZED ROMAC STYLE "CB "SEWER SADDLE PER STD. DWG. S -32. i 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGESAND SHALL MAKE SUCH RECORDAVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDEAS -BUILT DRAWINGS TO LWD FOR REVIEW ANDAPPROVAL PRIOR TO FINALACCEPTANCE OF THE PROJECT. 6 "X 16" PCC FLUSH CURB 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET INCLUDING COLLECTORSAND LATERALS, UNLESS OTHERWISEAPPROVED IN WRITING BY THE OR DEEPENED G -1 CURB DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATEDAT THE CONCLUSION OF EACH DAY OF WORK VOID FILLER 8 " TO g "(NO.8) AGGREGATE IN VOIDS APPROVED PERVIOUS 22. THE CONTRACTOR SHALL PROTECTALL SURVEY MONUMENTATION. IFANYSURVEYMONUMENTSARE DISTURBED OR DESTROYED, THE CONTRACTOR PAVERS W / MIN. B "VOID IL' SHALL RETAINA LICENSED SURVEYOR TO REESTABLISHAND RECORD THE MONUMENT CHANGE PER STATE LAW. BEDDING COURSE -2" THICK OF! "T02"(NO.8) 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPEANDANY OTHER UTILITIES. EXISTING SEWER CROSSED AGGREGATE ( 50.0' WITHIN 3-FT VERTICAL ABOVE OR BELOW SHALL BE CCTV INSPECTED BOTH BEFOREAND AFTER THE CROSSING WORK IS COMPLETED FOR LWD REVIEW, APPROVAL, & RETENTION OF DIGITAL VIDEO FILES. ANY DAMAGED LWD FACILITIES SHALL BE REPAIRED 70 LWD SATISFACTIONAT NO COST TO LWD CHOKER COURSE -4" °. a I NCLUD INGADDITIONALCCTVINSPECTION. THICK OFg "TOg" Q 8.0' 12.0' (NO. 57) CRUSHED ROCK 4" •III 0 E 24, SEPARATION F EWER /WAlERANDSEWER/REC fMEDWATERSHALLCOMPtYWITHLWDSTDDWGS- 2ANDWITH VARIES N S LA ALL COUNTYAND STATE HEALTH 6„ � VARIES DEPTREGULATIONS 2„ /� -III- o MIN 6 THICKOF � � � u 2/o MIN � - a 2 2/o MIN 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL CRUSHED ROCK x . - r LL�.__Ll -�. a� I_Ll� ._vim. f �.:: _'I€ NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL FINAL ACCEPTANCE OFALL UPSTREAM WORK BY THE LWD INSPECTOR, SOIL SUBGRADE �� ( (1 j ORASAPPROVED BY DISTRICT ENGINEER. NOTE: - w NEXISTING 26. ALL SERVE E LAr 7 ALL AGGREGATE MUSTBE CLEAN/WASHED AND FREE OF FINES SANDC ERALS SHALL BE LOCATEDAT RIGNTANGLES 70 HE SEWER MAIN UNLESS OTHERWISE SHOWNAS APPROVED BY LWD ON THE PLANS ( SILT, ETC.) PROPOSED PERVIOUS 1 27. A2 -INCH HIGH S SHALL BE INSCRIBED ON THE CURB FACEAT EACH LATERAL LOCATION BYTHE CONTRACTOR. 2 -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN PAVER PARKING STALL "`� - _. ADDED PER DETAIL THIS SHEET WATER MAIN 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE WIRE SHALL EXTEND UP TOA2 "COPPER TAG TIEDAND SOLDERED TO EXISTING 8" SEWER THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6 "ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT PROPOSED 4 "AC THE CUSTOMER END OF THE LATERAL SHALL EXTENDABOVE GRADE UNTIL CONNECTEDAND SHALL THEREAFTER BE BURIED AT THE POINT OF OF NEXT COURSE PAVEMENT OVER MAIN PER DRAWING CONNECTION. -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 6" CLASS II BASE NO. 12955 -1 29. ALL PIPE SHALL BE HANDLEDAND INSTALLED BOAS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAY BE REQUIRED PROVIDE CONTINUOUS BEARINGAND PREVENT UNEVEN SETTLEMENT, PIPE SHALL BE PROTECTEDAGAINST FLOTATIONATALL TIMES. OPEN ENDS OF EOLUS AVENUE - TYPICAL SECTION PIPE SHALL BE SEALEDATALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNEDAND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THEANGLE RECOMMENDED BY TYPICAL DETAIL - PERVIOUS PAVERS NOT TO SCALE THE PIPE MANUFACTURER. NOT TO SCALE 31. SEWER PIPE ZONEAND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BEALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. PRIVATE SEWER PUMP AGREEMENT ALL EXISTING MONUMENTS TO BE PROTECTED RECORDED, IN PLACE. ANY MONUMENTS DESTROYED AS DOCUMENT DURING CONSTRUCTION SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND PROPER DOCUMENTATION SHALL BE FILED WITH THE NOTE: EOLUS AVENUE STATIONING DETERMINED FROM COUNTYRECORDER. CITY OF ENCINITAS DRAWING 129554 SEWER LATERAL TABLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SEE,. LOT STREETSTATION INVERT LENGTH DROP LATERAL LATERAL GROUND DEPTH PAD ELEV. UPSTREAM BACKWATER N0. N0. OF LATERAL AT AT MAIN OF TO MAIN ELEV. AT PL SLOPE ELEV. BELOW PL FT MH RIM VALVE REMARKS MAIN IE LATERAL CL IE AT PL PL TO IE ELEV. REQ'D 1 2 26 +05.15 153.51 21.3' 1.2' 155.15 2.2% 164.8 9.7' 158.3 165.5 YES PRIVATE FORCE MAIN CONNECTION PER DETAIL 2 1 26 +8765 153.11 21.3' 1.2' 154. 74 2.2% 164.8 10.1' 145.3 165.9 YES SEWER EXTENSION IS TABLE CONSTRUCTION NOTES �1 INSTALL 8" PVC SDR -35 SEWER MAIN EXTENSION O INSTALL 4" SEWER LATERAL PER LWD S -17, S -25, AND S -32 (TYPE 11) O3 INSTALL 48" SEWER MANHOLE WITH LINING PER LWD S -3 & S -33 ® DISTRICT TO INSTALL 1 "DUAL DOMESTIC/ FIRE WATER METER AND SERVICE PER WAS WS -09 AT OWNER'S EXPENSE O EXISTING 1" WATER METERAND SERVICE TO REMAINADJUSTED TO GRADEAS NECESSARY © CONSTRUCT 7' x 42' PERVIOUS PAVER PARKING SPACE PER DETAIL THIS SHEET- LJ INSTALL TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL 12 INSTALL 24 "X 24" GRATED INLET BY BROOKS PRODUCTS OR APPROVED EQUAL PER 140662 -G 13 INSTALL PRIVATE FORCE MAIN PER DETAIL, LWD -S -17, LWD S -25, AND LWD S -32 (TYPE II) +'wto Nwzw it AN ¢r^ Mp <.�vz GEI to c { i i I _ �. T iS9LF� 159 L _ PER CIT } IMPROV 0.4% _ _• - v 56 LF PROPOSED $" PVC SO -36 159 L PUBLIC SEWER MA1N EXTENSION ^' PUI A. u a 13 O w w w. i PROFILE VIEW: EOLUSAVENUE SEWER MAIN EXTENSION SCALE: HORIZONTAL V=10' VERTICAL 1 " =4' -_ -. RIVV q 13 �/ O O N ,y w _t - W S:` - vv �I' 'n''�?;✓ _ -_ 2s +oo w ' ^ ' EOL US AVENUE 27 +00 m u � t_ o._. EXISTING Sb1H NO. 01 -2140. -So __ _ �„ h Q ? 7 Z ai v PER DWG NO. 12955-1 n n n u N -4. rn_. q CO CO (RIM= 165.88) L2 ti ^ N K 48 - ZZ to w u- 11 it co Lu 1n (IE= 153.38) - / � / z z. z ¢, _. -.._ I m o tf � aD lit .....: r tif} ._..._. . -_�_ r,' � -_ _. _- -•_.__ � . -� . :.- j , - ;.;,`: PLAN VIEW: EOLUS AVENUE SEWER MAIN EXTENSION SCALE: 1 " =10' R PROJECT EOLUSAVE CLEANOUTCANAND SITE ROW LID PER LWD S -25 :� NOTE: BOTH CLEAN OUTS SHALL HAVEA MALE SCREW IN PLUG LOCATION OF MANHOLE PIPE MH INVERT El. MANHOLE TYPE (ANC,, STD, NO. OF LINES MANHOLE ID NUMBER UPS MH COORDINATES LENGTH PIPE DIA, SLOPE UPSTREAM DOWNSTREAM MH RIM EL. (FEET) (FEET) DE, ORP, SMT) THROUGH MH MANHOLE LINING COMMENTS UPS OWN X Y (FEET) (IN) ( %} ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS OWN UPS OWN UPS DViN =UPSDWN =UPIDWN 01 -2150 TO 01 -2140 6241336-48 1970604-33 57.2 8 0.4 1138 EOLUS AVE EOLUS AVE 1112 EOLUS AVE EOLUS AVE RIGHT 165 5 165.4 153.61 153.28 STD STD RIGHT OF WAY OF WAY CHANGE NO. DESCRIPTION BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: LSM LSM TGL DESCRIPTION: CONTROL POINT #1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST PUBLIC WORKS DATE:f �I /9 QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. TYLER G LAWSON DATE 37 FEET EASTERLY OF TRAFFIC SIGNAL PLANNING R.C.E. NO.: 80356 RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER INSPECTOR TYLER G LAWSON EXR: 12/31/18 I 0 165-7-1 _, to r(o -- - ___ ' Co _. -_ 3 ROW 8E- PROTECTEDW PLACE - 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 2 "PVC CONCRETE CONCRETE FORCE ENCASEMENT ENCASEMENT 2 "PVC GRAPHIC SCALE: 1 " =10' MAIN FORCE LATERAL QRpFESS /ON 10 5 0 10 20 30 O �O ER G Lq 9! EXISTING LWD w No. 80356 PRIVATE PUMP CASING CASING SEWER MAIN Ex p. 1231 X20 STATION CONCRETE END SEAL SADDLE END SEAL J P TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT Tq OFI \ CO LARET SUITE NOT TO SCALE ENGINEERING DIVISION APPR VALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RMMEN D: APP IMPROVEMENT PLAN FOR: 112 EOLUS AVENUE 44C I'-1-A4AA JES OWENS EDWAM J. WIMMER APN: 254 - 391 -10 CITY ENGINEER VAO/I 91 4 -cI -ky DATE DATE PLANNING CASE NO: 18 -140 TPM/ CDP LI z N ea cq z DRAWING NO. 14062 -1 SHEET 2 OF 2 PLSA2881 ^ p^ ^ �� h h ^ ^zcrp CL ct ua_ i PROFILE VIEW: EOLUSAVENUE SEWER MAIN EXTENSION SCALE: HORIZONTAL V=10' VERTICAL 1 " =4' -_ -. RIVV q 13 �/ O O N ,y w _t - W S:` - vv �I' 'n''�?;✓ _ -_ 2s +oo w ' ^ ' EOL US AVENUE 27 +00 m u � t_ o._. EXISTING Sb1H NO. 01 -2140. -So __ _ �„ h Q ? 7 Z ai v PER DWG NO. 12955-1 n n n u N -4. rn_. q CO CO (RIM= 165.88) L2 ti ^ N K 48 - ZZ to w u- 11 it co Lu 1n (IE= 153.38) - / � / z z. z ¢, _. -.._ I m o tf � aD lit .....: r tif} ._..._. . -_�_ r,' � -_ _. _- -•_.__ � . -� . :.- j , - ;.;,`: PLAN VIEW: EOLUS AVENUE SEWER MAIN EXTENSION SCALE: 1 " =10' R PROJECT EOLUSAVE CLEANOUTCANAND SITE ROW LID PER LWD S -25 :� NOTE: BOTH CLEAN OUTS SHALL HAVEA MALE SCREW IN PLUG LOCATION OF MANHOLE PIPE MH INVERT El. MANHOLE TYPE (ANC,, STD, NO. OF LINES MANHOLE ID NUMBER UPS MH COORDINATES LENGTH PIPE DIA, SLOPE UPSTREAM DOWNSTREAM MH RIM EL. (FEET) (FEET) DE, ORP, SMT) THROUGH MH MANHOLE LINING COMMENTS UPS OWN X Y (FEET) (IN) ( %} ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS OWN UPS OWN UPS DViN =UPSDWN =UPIDWN 01 -2150 TO 01 -2140 6241336-48 1970604-33 57.2 8 0.4 1138 EOLUS AVE EOLUS AVE 1112 EOLUS AVE EOLUS AVE RIGHT 165 5 165.4 153.61 153.28 STD STD RIGHT OF WAY OF WAY CHANGE NO. DESCRIPTION BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: LSM LSM TGL DESCRIPTION: CONTROL POINT #1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST PUBLIC WORKS DATE:f �I /9 QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. TYLER G LAWSON DATE 37 FEET EASTERLY OF TRAFFIC SIGNAL PLANNING R.C.E. NO.: 80356 RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER INSPECTOR TYLER G LAWSON EXR: 12/31/18 I 0 165-7-1 _, to r(o -- - ___ ' Co _. -_ 3 ROW 8E- PROTECTEDW PLACE - 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 2 "PVC CONCRETE CONCRETE FORCE ENCASEMENT ENCASEMENT 2 "PVC GRAPHIC SCALE: 1 " =10' MAIN FORCE LATERAL QRpFESS /ON 10 5 0 10 20 30 O �O ER G Lq 9! EXISTING LWD w No. 80356 PRIVATE PUMP CASING CASING SEWER MAIN Ex p. 1231 X20 STATION CONCRETE END SEAL SADDLE END SEAL J P TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT Tq OFI \ CO LARET SUITE NOT TO SCALE ENGINEERING DIVISION APPR VALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RMMEN D: APP IMPROVEMENT PLAN FOR: 112 EOLUS AVENUE 44C I'-1-A4AA JES OWENS EDWAM J. WIMMER APN: 254 - 391 -10 CITY ENGINEER VAO/I 91 4 -cI -ky DATE DATE PLANNING CASE NO: 18 -140 TPM/ CDP LI z N ea cq z DRAWING NO. 14062 -1 SHEET 2 OF 2 PLSA2881 CHANGE NO. DESCRIPTION BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: LSM LSM TGL DESCRIPTION: CONTROL POINT #1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST PUBLIC WORKS DATE:f �I /9 QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. TYLER G LAWSON DATE 37 FEET EASTERLY OF TRAFFIC SIGNAL PLANNING R.C.E. NO.: 80356 RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER INSPECTOR TYLER G LAWSON EXR: 12/31/18 I 0 165-7-1 _, to r(o -- - ___ ' Co _. -_ 3 ROW 8E- PROTECTEDW PLACE - 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 2 "PVC CONCRETE CONCRETE FORCE ENCASEMENT ENCASEMENT 2 "PVC GRAPHIC SCALE: 1 " =10' MAIN FORCE LATERAL QRpFESS /ON 10 5 0 10 20 30 O �O ER G Lq 9! EXISTING LWD w No. 80356 PRIVATE PUMP CASING CASING SEWER MAIN Ex p. 1231 X20 STATION CONCRETE END SEAL SADDLE END SEAL J P TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT Tq OFI \ CO LARET SUITE NOT TO SCALE ENGINEERING DIVISION APPR VALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RMMEN D: APP IMPROVEMENT PLAN FOR: 112 EOLUS AVENUE 44C I'-1-A4AA JES OWENS EDWAM J. WIMMER APN: 254 - 391 -10 CITY ENGINEER VAO/I 91 4 -cI -ky DATE DATE PLANNING CASE NO: 18 -140 TPM/ CDP LI z N ea cq z DRAWING NO. 14062 -1 SHEET 2 OF 2 PLSA2881