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2018-13866-I (Plans) (1)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 USEAT (760) 633 -2796 OR 633 -2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICEALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 -022 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THEAPPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK ", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARYAND 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 BYA CERTIFIED TESTING AGENCY OR FIRMACCEPTABLE 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 RECIEVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUEAFTER 5:00 P.M. ON WEEKDAYS. 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 PM. 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 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 PM. ON MAJOR ROADS, DEFINED HEREIN). 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULYAUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFLLLED 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 ONALL (4) SIDESAND 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 USEAS 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 ENFORCEMENTAND PENALTIES. 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAYSURFACE 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. '\ 22ALL EXCAVATED MATERIAL SHALL BE CASTAWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEATAND ORDERLY CONDITION. 23ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROMALL EXCESS MATERIALSAND DEBRIS. 24ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISEAPPROVED 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 BYANY 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 ORANNOYANCE. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA 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 UTILITIESAND NOTIFICATION OF COMMENCEMENT OF WORK A. SEWERS - CSD - (760) -633 -2770 B. GAS & ELECTRIC - SDGE - (760)-438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -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 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 REJECTIONAND REMOVAL. GENERAL RIGHT -OF -WAY NOTES (CONTINUED): 27 TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING, AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 26. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR, 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED, 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND SURVEYOR. 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITHA CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06 AT NO COST TO THE CITY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN VANCEAT (858) 526-6551,24 HOURS A DAY. 2. EQUIPMENTAND WORKERS FOR EMERGENCY WORKSHALL BE MADEAVAILABLEATALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES 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 4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEERAFTER EACH RUNOFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURESAS MAYBE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON. 8. GRADEDAREASAROUND THE PROJECT PERIMETER MUST DRAINAWAY FROM THE FACE OF SLOEAT THE CONCLUSION OF EACH WORKDAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACEAT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILTAND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH RAINFALL. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITYANDADVISE ON THE COMPACTIONAND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. / SIGNATURE 7� � DATE. ! PRINTNAME:�O K J. e+ tce_ JOHN VANCE SHEA HOMES LIMITED PARTNERSHIP 9990 MESA RIM ROAD, SUITE 200 SAN DIEGO, CA 92121 PH: (858) 526 - 6551 SHEETINDEX 1. TITLE SHEET 2. LEGEND, NOTESANO DETAILS 3. LEUCADIA BOULEVARD IMPROVEMENTS 4. PRIVATE ROAD IMPROVEMENTS STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POSTA SIGN DESIGNATING SHE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCHAS 3 "CRUSHED ROCKAND /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 OFFSITE. EROSION CONTROL EROSION CONTROL FAUST BE PROVIDED FOR ALL EROSIVE SURFACES, SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATIONAND GRADING ACTIVITIES AREALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENTAND 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 VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVITIESARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ONSITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ONSITE. ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ONSITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM WATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITHA TEMPORARY SEDIMENT BARRIERAROUND THE PERIMETER ATALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER 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 FROMANY DUMPSTER SHALL BE DISCHARGED INTO STORM WATER. BERMS / OIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITHANY TRASH MATERIAL, MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PLANTS, VEHICLE FLUIDS, BROKEN ASPHALTAND 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 EDCOAT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLESAROUND 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 STORM DRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. OWNER'S STATEMENT FOR SWPPP PROJECTS IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE REQUIRED. THE OWNER/ DEVELOPER SHALL EXECUTE STATEMENT BELOW. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N01) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCININTAS; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OFANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 13866 -G AND BY SWRCB NO.. R9-2009-2001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISIONAS SET FORTH IN SECTION C.67 OF SWRCB NO. R9- 2009 -0001 WDID # 9 37C3847 6 SIGNATUR � '� �- DATE: I t��I TITLE: 5 jCcfi 7 PRINTED NAME OFABOVE PERSON: JOHN VANCE COMPANY..- SHEA HOMES LIMITED PARTNERSHIP NOTE: ALL EXISTING PLANTINGS ALONG LEUCADIA BOULEVARD SHALL BE PROTECTED IN PLACE AND ANY LANDSCAPING THAT IS DAMAGED OR DISPLACED DURING CONSTRUCTION SHALL BE REPLACED 1:1 TO MATCH THE EXISTING LANDSCAPE THEME ON THEAREA. niAIAICD SHEA HOMES LIMITED PARTNERSHIP. 9990 MESA RIM ROAD, SUITE 200 SAN DIEGO, CA 92121 .0 -A SHEA HOMES LIMITED PARTNERSHIP 9990 MESA RIM ROAD, SUITE 200 SAN DIEGO, CA 92121 PH. (858) 526 -6551 SITEADDRESS SPECIMAN HOUSE PROPERTY 782 LEUCADIA BOULEVARD ENCINITAS, CA 92024 LEGAL DESCRIPTION PARCEL 1 (APN 254 - 362- 45 -00): THE WEST HALF OF LOT 17, HILLSIDE ACRES, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1992, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTRY, JANUARY 25, 19. EXCEPTING THEREFROM THE SOUTHERLY 165.00 FEET THEREOF. a w VICINITY MAP NOT TO SCALE PARCEL 1A: AN EASEMENT FOR ROAD AND PUBLIC UTILITIES AND PURPOSES INCIDENTAL THERETO, OVER, ALONG, ACROSS, AND UNDER THE EASTERLY 15.00 FEET OF THE SOUTHERLY 165.00 FEET OF THE WEST HALF OF SAID LOT 17 PARCEL 2 (APN 254 - 362- 14 -00): ALL OF LOT 19, HILLSIDE ACRES, IN THE CITY OF SAN DIEGO, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1991, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY25, 1927 EXCEPTING THEREFROM THE WESTERLY 50.0 FEET OF THE SOUTHERLY 200.0 FEET THEREOF ALSO EXCEPTING THEREFROM SOUTHERLY 30.50 FEET OF THE EASTERLY 150 FEET OF SAID LOT 19 AS GRANTED TO THE CITY OF ENCINITAS BY DEED RECORDED JUNE 8, 1998AS FILE NO. 1998 - 0344289 OF OFFICIAL RECORDS. PARCEL 3 (APN 254- 362- 13 -00): THE WESTERLY 50 FEET OF THE SOUTHERLY200 FEET OF LOT 19 OF HILLSIDE ACRES, IN THE CITY OF ENCININTAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 1992 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 25, 1927. EXCEPTING THEREFROM THE SOUTHERLY 33.50 FEET. SOIL ENGINEER'S CERTIFICATE 1, TREVOR MYERS, 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 UNDER MY DIRECTION ON JUNE 20, 2014. 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 GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATEmN THE GRADING PpFESS! LANS AND SPECIFICATIONS. Q SI G N O P TREVOR MYERS O Y RCE N0: 63773 EXP. DATE. SEPT. 30.2020 JOB # G2135 -32 -01 GEOCON INCORPORATED 6960 FLANDERS DRIVE SAN DIEGO, CA 92121 PH: (858) 558 -6900 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITYAS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELY FROM THE NEGLIGENTACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCYAND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: / Z- 3 -t fi TYLER G LAWSON PASCO, LARET, SUITER & ASSOCIATES 535 N. HWY 101, SUITEA SOLANA BEACH, CA PH: (858) 259 -8212 G No. 80356 Exp. 12/31/20 CI V BMP. PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON 01109/19 AS DOC. #: 1019 - 0004124 PUBLIC WORKS I PLANNING DIVISION PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SDWD W17 -090 IS -19 SIGN SIGN DATE SIGN DATE NUJ SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "t "`' "t �Y� U "AVVK �': " "t` �7: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AK BAIL GL T L 1 v p.%c tw-m il. DESCRIPTION: STATION "134WCCS1" LOCATION: 25" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 3T EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 4-3-19 R.C.E. NO.: 80356 -LZ s G TYLER G LAWSON EXP.: 12/31/20 RECO A OV -D. STEVE OWAK E WARD J. ER l - Z� h( 1 Z9 ZO DATE DATE IMPROVEMENT PLAN FOR: SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD APN: 254 - 362 -13, -14, & -45 -00 PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA 366 ®' PUBLIC WORKS TYLER G LAWSON DATE PLANNING CITY ENGINEER DATE REVIEWER INSPECTOR SHEET 1 OF 4 PLEA 2083 -03 C)= N rn U,'' _' U¢ ww m a <z og QUO. Lu w ~_ 7 = 0� w o',X of 4. q 0 L L) a n'a 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 SPECIFICATIONS 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: I.TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS WI -01, 02, & 03. 2. PIPEAND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 9934" CRUSHED ROCK BENEATH THE PIPE. (B)V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING 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 YO CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAYBE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3.AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE 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 -02. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL. 5.THE CONSTRUCTTON 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 BEA MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE. &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. FOR SEWER LATERAL TABLE, SEE SHEETS 3 -5. 10. AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11.ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BYA 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 CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760.633 -2770. 14.CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S 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 THESS- BUILTS. 16.CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE BURIED UTILITY 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. THESEARE TO BE SHOWN ON THIS PLAN. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19.AL1 NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. rSEE 500 - 1.1.5) 20, SEWER MANHOLE LINING: (A)NEW MANHOLES WITH 8 -10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. (B)NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500 -2.5 OF THE GREENBOOK. (C)EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ONA SPECIFIC CASE-BY-CASE BASIS BY THE CITY ENGINEER. 21.NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. 22.MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -IRON TYPE WITH A 36 -INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24 -INCH DIAMETER WITH LETTERING "CITY OF ENCINITAS" AND "SEWER" SIMILAR TD WHAT IS INDICATED ON SDRSD M -1. SAN DIEGUITO WATER DISTRICT NOTES 1.W4TER 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 WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OFACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S 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 PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4.UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 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 INCH COPPER WATER SERVlCEAND METER BOX FOR EACH RESIDENTIAL LOT. 8,CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. RINSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDEAIR RELEASE ASSEM13LIES ATALL HIGH POINTS IN WATER MAIN. 11.CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. " SAN DIEGUITO WATER DISTRICT NOTES (CONTINUED 12 THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES AREACCEPTED ANDA COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14, FILL AREAS MUST BE COMPACTED TO 90%, 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 UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICEARE RESPONSIBILITY OF OWNER, 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 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.) THATARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF INA MANNERACCEPTABLE TO THE 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 ENDCAPANDTHR INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS BLOCK (4.5 SF WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PER WAS V PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLYAUTHORIZED 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, THE 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 STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED, OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. CONCRETE NOTE �f -1. ALL PROPOSED ONSITE CONCRETE (I.E. DRIVEWAY, CURB & GUTTER) SHALL BE DAVIS SAN DIEGO BUFF, LIGHTACID FINISH �/- 2. PROPOSED PCC PAVING IN LEUCADIA BLVD RIGHT -OF -WAY TO MATCHAND BE CONSISTENT WITH LEUCADIA BLVD P STREETSCAPE PER 0012 -SL PCC SIDEWALKS TO BE MEDIUM BROOM FINISH, NATURAL GREY COLOR; PEDESTRIAN RAMPS TO BE HEAVY BROOM FINISH, L.M. SCOFIELD CO 50 / 50 MIXTURE STEADMAN BUFF #A -51 WITH LA CRESCENTA BROWN #A -25; PCC SURROUNDING PEDESTRIAN RAMPS TO BE BOMANITE PAVING, GARDEN STONE PATTERN, SCOFIELD COMPANY 50150 MIXTURE STEADMAN BUFF #A -51 AND LA CRESCENTA BROWN #A -25 WITH MOLD RELEASE HARDENER DEEP CHARCOAL #A -21 ADDITIONAL LANDSCAPE NOTES 1. ALL EXISTING PLANTINGS ALONG LEUCADIA BOULEVARD SHALL BE PROTECTED IN PLACEAND ANY LANDSCAPING THAT IS DAMAGED OR DISPLACED DURING CONSTRUCTION SHALL BE REPLACED 1:1 TO MATCH THE EXISTING LANDSCAPE THEME OF THEAREA. SEE SHEET 12 OF GRADING PLAN 13866 -G FORADDITIONAL PLANTING AND IRRIGATION INFORMATION. EXISTING SDWK TO REMAIpI - (\ 4'X 4' LANDING @ 2.0% MAX ' D PL TEST PLATE FOR PRESSURE & CHLORINATION TESTING 8" FLxFL GV� 16" FL x PO RESILIENT WEDGE GATE VALVE 2" MAR PER WAS WA -07 16" PVC PIPE�� JOINT RESTRAINT 8" PVC WATER MAIN 2" MAR PER WAS WA -07 2" BLOW OFFASSEMBLY PER WAS WB -06 16J PIPE JOINT RESTRAINT /- SYSTEM - W - - - -W .... -- - W - - W- -- W EXISTING 16 "ACP� a EXISTING 46 "ACT JJJJJJ WATER MAIN PER WATER MAIN PER WO -82 -73 16 "x 16 "x 8" FL WO -82 -73 TRANSITION TEE W /THRUST 16" FL x PO COUPLING BLOCK (16.1 SF MIN) L- RESILIENT WEDGE COUPLING PER WAS WT-01 GATE VALVE WATER MAIN CONNECTION DETAIL - LEUCADIA BOULEVARD NOT TO SCALE BLOW OFFASSEMBLY :R WAS WB -06 PROPOSED 1 "PRIVATE SERVICE CONNECTION @ WATER MAIN W W W - �1- 3.� -I MIN MIN TPROPOSED4"PVC WATER MAIN WATER MAIN END CAP DETAIL - PRIVATE ROAD NOT TO SCALE DECORATIVE PAVERS TO BE MAINTAINED BY HOA IN PERPETUITY PER ENCROACHMENT MAINTENANCEAND REMOVAL AGREEMENT DOC # 2019 - 0018`1►y DATED 01.116.1-1011 z INSTALL 6" PCC C &G PER SORSO G -2 3.0'MIN 2.0' MIN COLD PLANEAND OVERLAY (2" MIN. DEPTH) TO PROVIDE SMOOTH TRANSITION Q' PAVEMENT STRUCTURAL SECTION; 4 "AC OVER 6" CLASS II AB MIN OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. TYPICAL DETAIL - SAWCUTAC PAVEMENT � o _._ i__- TC/FL=l + _ 1 �' ��- PER 1,3866 -G F_3 o Q r ��i T _ aTA �. i ) �.. o o ® o N7 I 198 44 TC _ - 198 5 TC/LW ` NOT TO SCALE 4'X 4' LANDING @ 2.0% MAX r _ 7. 180 - T E� 1 J.. , - _ 2t 08 -F. �- -- ' . I L.. _ _ _ - PVT RnTi'I-9 +4 . 1 F b 198.45 9 . F © • o i T '- -., 18.0'L,- `ECtR ' _ r 19 7 FS ' 4.9 - _ 4 `r 198.5 T,198.0 L' w G� o. 1- T I: - -u. _T_ L _.. �1 - o d o d L� a Cy ` o C� o o d a .L._ I 198.35 FS 19 . F T _ ; -_ T /�1 9 F o La o - 19 FS �' -1 l _$; 6 _ s7._ 198J0 F F LEGEND: THE QUANTITIES LISTED BELOWARE PROVIDED FOR REFERENCE ONLYAND DO NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENTANALYS/S OF THE QUANTITIESAND COSTSASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. ITEM & STD. DWG. STDS SYMBOL SUBDIVISION BOUNDARY (E x ISTING) BENCHMAF�IK AS -BUILT APPROVALS CENTERLINE OF ROAD - PROPERTY LINE / RIGHT -OF -WAY CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INSTALL 8" SEWER MAIN SDR -35 S INSTALL 8" WATER MAIN WAS WP -01, WP -02 CLASS 305 W CONSTRUCT 60" SEWER MANHOLE SDRSD SM -02 (Qfj INSTALL 6" SEWER LATERAL SDRSD SS -01 DATE INSTALL 10 DUAL DOMESTIC WAS WS -09, WC -17 Vy WATER SERVICEAND METER EXISTING WATER MAIN (SIZE PER PLAN) __.____ __ a EXISTING OVERHEAD UTILITIES OHE - - -- EXISTING SEWER MAIN (SIZE PER PLAN) -- - - -- S - - - - - EXISTING RECLAIM WATER MAIN (SIZE PER PLAN) - EXISTING SEWER MANHOLE PROPOSED EASEMENT - - - EXISTING EASEMENT - - - PROPOSED CONTOUR 100 AC PAVEMENT (PER PLAN) REVIEWER DECORATIVE PAVERS PER 13866 -G INSPECTOR PCC PAVEMENT (PER PLAN) SHEET 2 OF 4 PLSA 2083 -03 TRENCH RESURFACING SDRSD G -24A 6" PCC CURB SDRSD G -1 6" PCC CURB & GUTTER SDRSD G -2 6 "X 16" PCC FLUSH CURB SAWCUT EXISTINGAC PAVEMENT I I FLOWLINE FIRE HYDRANT DoG (197.90 TC); (197.40 FL) MATCH TO EXISTING 6" PCC CURB & GUTTER o ' oho 19� -i.� -= r� rid �.T 0 s 1 6F 1 F s o Rt 198.MTC • o 197.61 FL Q N '/p �� 7 0 PCCCROSS4bTTER o 8. F �- • _ _ ' PER SDRSD G -12 v o ti o 9 .29 FS o o PVT RD STAB +54:15 - , PVT RDJ�7A'9+54.17 - _ 1 r r r r r ri �\ r 2�9' LT, 198.23 FS 6 3.9 RT 1973 F� _ f 5 8 - ® - - - i _ 6 G -27 TYPE A' C RB RAMP pj o G -27 PE +A'�CURB RAP o 0 0 o d_ o -. � o \ (1.65 %) 198.2 FG ( LEUCADIA STA5 +75.5 SAWCUT LINE, SEE DETAIL -40.0' LT, ECR THIS SHEET (TYP.) 197.98 TC; 197.48 FL; PED RAMP DETAIL - SW AND SE CURB RETURN NOT TO SCALE LEUCADIA BLVD e (1.65 %) 1 1 I VP 9924 �S 199.20 TC 198.70 F LEUCADIA STA 6 +51.5 40,0' LT,- SCR 199.24 TC; 198.74 FL {199.32 TC); (198.82 FL) MATCH TO EXISTING 6" PCC CURB & GUTTER EXISTING TO R Io mac-, o p e 1200.15 FS) No. 80356 Exp. 12/31/20 �CIVi� ABBREVIATION LEGEND BIN = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOWLWE FF = FINISHED FLOOR ELEVATION GF = GARAGE FACE ELEVATION IE = INVERT ELEVATION TG = TOP OF GRATE ELEVATION IF = TOP OF FOOTING ELEVATION TW = TOP OF WALL ELEVATION PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 & 858.259.48121 ploungineering.com CHANGE NO. DESCRIPTION 'APPROVED DATE BENCHMAF�IK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. gqK BAK TGL DESCRIPTION: STATION "134WCCST' LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANTOFLEUCADIABLVDANDORPHEUS wr. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: /2 3 -! fl R.C.E. NO.: 80356 ,�r -�-- - TYLER G LAWSON =XP.: 12/31/20 REC ED: O E � �Lv ---- STEVE NOWAK EDWARD J. V MER i> • jjt, T � 1 2 'Lp t' DATE DATE NOTES AND DETAILS FOR: SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD APN: 254 - 362 -13, 14, & 45 -00 PLANNING CASE NO: 14 -069 TMDB! DR / CDP / EIA 13866 -I PUBLIC WORKS TYLER G LAWSON DATE PLANNING AVE 3T EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 CHRISTOPHER L. DATE MAGDOSKU REVIEWER INSPECTOR SHEET 2 OF 4 PLSA 2083 -03 r- 3 (;L` _ _ 3.0 EXISTING 8" PVC SEWER j MAIN Q 04% PER WO 323 O iL E�1STIN6 & "PVC SEWER w a PROFILE VIEW SOUTHWEST CU B RETURN 4IAI&)3:0 PERW08234 Q_- SCALEIiQRIZONT AL! T'= 20;vERTICAL1 " =4, UTILITIESARE KNOWN TO EXIST IN THEAREA. INFORMATION SHOWN HEREON IS PER BESTAVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALSAND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEENACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY ALL NON- STANDARD IMPROVEMENTS INCLUDING DRIVEWAYAPRONS, LANDSCAPING AND IRRIGATION AND PRIVATE STREET TREES IN PUBLIC RIGHT -OF -WAY TO BE MAINTAINED BY HOA IN PERPETUITY PER ENCINITAS MAINTENANCE & REMOVAL COVENANT Doc# 2019 - 001841y REC 01116 .12019 ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE. ANY MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTYRECORDER. PROPOSED 8" PVC SEWER MAIN 188.11 APN: 254 - 362 -12 -00 SETSURVEY MONUMENT(TYP) . -. i.. c-) (4 .....E i LINE LENGTH r i . ® 93.14' N 69" 49' 57" E - 1zi OF CURBi ._ . EXISTING TOP �j - - OF CURB 198 TC 19$ TC 198 TC .. --• r n x SE'LYCR $7tt25�.� c > XIST$:Gt3R, " <wr1�JA, 'm oEtee1R+ 19,E.5TC, LP PORTION OF EXISTING WALL TO BE REMOVED 5 #00; - - 600 7+00 LOT (SEE 13866 -G FOR ONSITE GRADING) PROPOSED MASONRY RET. WALL PER SDRSD jC -04 (SEE 13866 -G) 1 EXISTING BACKFLOW `, ti.... XISffNGfPC(J 1 PRE T SIDEWALK TO REMAIN .� EXISTING I6 41fCP B E REMOVED YX �� WATER MAIN PER SD '-EXISTING PCC WO-82-73 TO REMAIN.. , - CURB &GUTTER > TO REMAIN W.__..._ YV _.- Y' /_.�,. ___. Yy s ..� .. -- ll� -_._ -- ,t'V '._- YY .__ - -_ -_ }j4 EXISTING M-10 SURVEY EXISTING TELECOM MONUMEN;fTO REMAIN LINE TO REMAIN ����. +L --- -���'- 3L S- - ` - - - -- S - - - --_W --- . 0 S S IV%, f 0 co o °o v p U w 4 +50 CWW96$ TO REMAIN" RW I---- RW R �.. -i - ------ W - W _CC Q �� CL APN. 1 m F¢- UQS ti WU'' ti� �� � ¢ Lou CO ca a w SEE 13866 G FOR g "' a `° APN: 254 - 362-46 -00 v, w - z ¢j g�vpi ��z ¢i-�z ¢�y ¢�U ¢U"�zp W z ¢Z� °¢= pN ow„�w PRIVATE ROAD ¢Lu 25 cc ¢zv ¢?�ww PROTECTEXISTING °Z� c� �� I¢ Cr w o Co IMPROVEMENTS Z ti y w rn EXISTINGBACKFLOW o, MONUMENTI v 06 gym° �?aczo ii�'°3 ��¢o �Zwa� gym^ PREVENTERTOREMAIN �wN^^ PLACE woo 0 PUBLIC SEWER DATA TABLE LINE LENGTH DELTA /BEARING COMMENTS ® 93.14' N 69" 49' 57" E 8" PVC SDR -35 1zi !9 �E o ° p y Lu p > A= 90° 00'58' + CONSTRUCTION NOTES �z emu, Cr G= w vQW �z �_ 7 J 114.7 to PVCSDR -35 N ��„ M , j g o O1 INSTALL PCC CROSS GUTTER PER SDRSD G -12; SEE DETAIL +� �w +Uri �, x + w �''�z wc'^ ¢N + w �� > ^x SHEET2 �� CL APN. 1 m F¢- UQS ti WU'' ti� �� � ¢ Lou CO ca a w SEE 13866 G FOR g "' a `° APN: 254 - 362-46 -00 v, w - z ¢j g�vpi ��z ¢i-�z ¢�y ¢�U ¢U"�zp W z ¢Z� °¢= pN ow„�w PRIVATE ROAD ¢Lu 25 cc ¢zv ¢?�ww PROTECTEXISTING °Z� c� �� I¢ Cr w o Co IMPROVEMENTS Z ti y w rn EXISTINGBACKFLOW o, MONUMENTI v 06 gym° �?aczo ii�'°3 ��¢o �Zwa� gym^ PREVENTERTOREMAIN �wN^^ PLACE woo 0 PUBLIC SEWER DATA TABLE LINE LENGTH DELTA /BEARING COMMENTS ® 93.14' N 69" 49' 57" E 8" PVC SDR -35 22) INSTALL 60" SEWER MANHOLE PER SDRSD SM -02 WITH CITY APPROVED EPDXY LINER �3 TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD Aw tff,4� K4 DETAIL 4Q SAWCUT EXISTING PAVEMENT _ _ 0 S S _.'i ISnnYG 6 VcP LINE LCUIiHLJIH DLVW WE44b4INPER RADIUS 1 °o � � 32S4i REMAIN AND SERVICE TO BE Cl ° ° p y 5 +00 PROTECTED IN PLACE > A= 90° 00'58' + of 7_ -7 om o ` �¢�o: ¢ I- +- i W f�- EXIST #I TO J 114.7 8 PVCSDR -35 0.4 200.2 EXISTIN G MEDIAN 191.7 191.6 EXI STING GAS SERVICE TO REMAIN 8.6 8.0 TO BE REMQVED E EXISTING PCC RW .. -ENf '- R VI - 1 108.7 8 Futm_�', MATCH Td,": SIDEWALK „ ':: 197.25 191.2 Nil') 188.0 1879 8.0 9.4 3 PROP #5 > EXIST #46 273.9 8 EXISTING`, � TO REMAIN 197.25 _ AND SERVICE TO BE 187.9 o rn w Z rn ABANDONEDATMAIN 8.0 _ _ 0 S S _.'i ISnnYG 6 VcP LINE LCUIiHLJIH DLVW WE44b4INPER RADIUS 1 °o � � 32S4i REMAIN AND SERVICE TO BE Cl ° ° p y 5 +00 PROTECTED IN PLACE > A= 90° 00'58' + of 7_ -7 om o ` �¢�o: ¢ I- +- i W INT. EXIST #I TO J 114.7 8 PVCSDR -35 0.4 200.2 EXISTIN G MEDIAN 191.7 191.6 EXI STING GAS SERVICE TO REMAIN 8.6 8.0 TO BE REMQVED E 2 RW .. -ENf '- R VI - 1 108.7 8 Futm_�', 3.0 199.1 197.25 191.2 Nil') 188.0 1879 8.0 9.4 2 3 PROP #5 EXIST #46 273.9 8 EXISTING WATER METER 3.0 197.25 _ AND SERVICE TO BE 187.9 o rn w Z rn ABANDONEDATMAIN 8.0 3 2 CO N o K co rn Q` W Q� PLAN VIEW - LEUCADIA BLVD SCALE: HORIZ 1 "= 20' 0CENTERLINE DATA TABLE (LEUCADIA BOULEVARD) LINE LENGTH DELTA /BEARING RADIUS 1 °o � � S 89" 12'29" E AND SERVICE TO BE Q 2" GRINDAND OVERLAY EXIST /NGACPAVEMENT $ EASEMENT/ DEDICATION NOTES --._ n::.. - -- 5v ---- - - - - -- Vv - - - -- - 1'Y - - - - -- I _...:..- : 'v - - - - - - -- Y;t - - -- .?"- - - - - -- W __.. , .._:_! /- ......._.. n C1 C2 .' /^ = EXISTING PCC CURB EXISTING DRIVEWAY 3 5 4 AND GUTTER TO REMAIN S S - -` - S ?OSSiNG SHALL MIN V S _ ' T3 6 +00 6 +50 EXISTING - Si -- S I EXI V GGAS _E 1.1f TO REMAIN S J + EXISTING M -10 SURVEY., _ � y _ MONUMENT TO REMAIN 7 +50 {. A I-� a o - o ^ )^ EXISTING WATER METER % W b °o � � 4 z N AND SERVICE TO BE Cl ° ° p y --o o PROTECTED IN PLACE o A= 90° 00'58' + of Lu 0 g om o ` �¢�o: ¢ I- +- i W INT. EXIST #I ❑ CURB DATA TABLE LINE LENGTH DELTA /BEARING RADIUS L1 5.00' o�IZ °En Cl 31.41' hX O Wa(j W A= 90° 00'58' 20.0' © Lu 0 g w DOWN UPS INT. EXIST #I TO J ❑ CURB DATA TABLE LINE LENGTH DELTA /BEARING RADIUS L1 5.00' N89 017'44 "W DOWN MH INVERT L. (FEET) Cl 31.41' A =89 °59'02" 20.0' ® 31.42' A= 90° 00'58' 20.0' © 5.00' N89 °17'44 "W UPS(FEET) Q RETAINING WALL DATA (ROW) LINE LENGTH DELTA /BEARING RADIUS Q 138.66' S 890 12'29" E DOWN MH INVERT L. (FEET) MANHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH (FEET) PIPE DIA. (INCHES) PIPE MATERIAL SLOPE (0) MH RIM EL. (FEET) UPS MH INVERT EL (FEET) DOWN MH INVERT L. (FEET) MH DEPTH NQ. OF LINES ROUGHOWN UPS DRAWING NO. DOWN UPS DOWN IN OUT IN UPS(FEET) DOWN UPS INT. EXIST #I TO EXIST#47 114.7 8 PVCSDR -35 0.4 200.2 199.1 191.7 191.6 191.2 191.1 8.6 8.0 3 2 EXIST#47 TO PROP#5 108.7 8 PVCSDR -35 3.0 199.1 197.25 191.2 191.1 188.0 1879 8.0 9.4 2 3 PROP #5 TO EXIST #46 273.9 8 PVC SDR-35 3.0 197.25 189.6 188.0 187.9 179.8 179.7 9.4 8.0 3 2 5❑ INDICATES PORTIONS OF LEUCADIA BOULEVARD FOR EASEMENT FOR PUBLIC RIGHT OF WAY TO THE CITY OF ENCINITAS, DEDICATED PER FINAL MAP GRAPHICSCALE 1 " =20' 20 0 20 40 60 /RG Lq Q 4 No. 80356 Exp. 12/31/20 PASCO LARET SUITER'' & ASSOCIATES'. CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 pleaengineering.com W 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. BAK BAK 1(3L LOCATION: LOCATION: 2.5' DISK IN SDWK IN THE SOUTHEAST -(5-F--LEUCADIA ISK I SDWK I THE SOUTH S INT. DATE PLANS PREPARED UNDER SUPERVISION �OF R.C.E. NO.: 80356 TYLER G LAWSON EX P.: 12/31!20 RECO / ED: A V D: STEVE NOWAK DWARD J. WI ER (. �q . (C( � DATE UAI E PUBLIC IMPROVEMENT PLAN FOR: SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD APN: 254 -362-13,14, 8t 45 -00 PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA 13866 -1 PUBLIC WORKS TYLER G LAWSON DATE PLANNING AVE, 3T EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER INSPECTOR SHEET 3 OF 4 PLSA 2083 -03 W nom' IA S ° LOT 7 -` + � "e. : �.. �. 4 -' 4 ° CN LOT5 r h �0 4 d R O r � 1 3 10 + ca p 4 n+ ^ U] + U o::=[i Q n y M N t ck�° LOT6 @a o +� Q M �_.! .+-. � cow � Qo �a0 cn y �U a 4 4 -tlQ4 Do LOT4 °gM i a MO h O M O • e ai y, c CIO C a n O 571 ADDITIONAL EASEMENT NOTES ALL EXITING MONUMENTS TO BE PROTECTED IN PLACE. ANY 11 INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS.PER MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE FINAL MAP REPLACED BYA LICENSED LAND SURVEYORAND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY RECORDER. 1© INDICATES PRIVATEACCESS EASEMENT FOR THE BENEFIT OF HOA AND TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 3� v v d D i r rl 4 - 4 4 -a 4 , . 00 4 -0 , , y d d n d tl 'D 1 3 10 _ d _ d � y y� M M d, p` d' tl F F LOT 2 N z�o h i � � L LOT1 N z h o c r_ L LOT 3 o c CN PLAN VIEW - PRIVATE ROAD I I N N is N SCALE: HORIZ 1 "= 20' a 4 4 -tlQ4 Do LOT4 °gM i a MO h O M O • e ai y, c CIO C a n O 571 ADDITIONAL EASEMENT NOTES ALL EXITING MONUMENTS TO BE PROTECTED IN PLACE. ANY 11 INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS.PER MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE FINAL MAP REPLACED BYA LICENSED LAND SURVEYORAND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY RECORDER. 1© INDICATES PRIVATEACCESS EASEMENT FOR THE BENEFIT OF HOA AND TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 3� v v d D i r rl y, c CIO C a n O 571 ADDITIONAL EASEMENT NOTES ALL EXITING MONUMENTS TO BE PROTECTED IN PLACE. ANY 11 INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS.PER MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE FINAL MAP REPLACED BYA LICENSED LAND SURVEYORAND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY RECORDER. 1© INDICATES PRIVATEACCESS EASEMENT FOR THE BENEFIT OF HOA AND TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 3� v v DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 3� v v d D i r rl 4 - 4 4 -a 4 , . 00 4 -0 , , y d d n d tl 'D 1 3 10 _ d _ d � y y� M M d, p` d' tl F F LOT 2 N z�o h i � � L LOT1 N z h o c r_ L LOT 3 o c CN PLAN VIEW - PRIVATE ROAD I I N N is N SCALE: HORIZ 1 "= 20' CENTE INE DATA TABLE (PRIVATE ROAD) LINE DELTA /BEARING LENGTH RADIUS COMMENTS 1 N00" 43'07'E 109.61' - PRIVATE ROAD D1403743" - 51.06' 200.0' PRIVATE ROAD 3 N13" 54'35-W 40.95' - ¢ PRIVATE ROAD 4 D14037'49" 51.07' 200.0' ¢PRIVATE ROAD N000 43' 13 "E 180.75' 1 - ¢ PRIVATE ROAD TYLER G LAWSON CITY ENGINEER 370' 50' 18.5' 18.5' 5.0' 1 4.0' M c= w o GUE F o GUE PED -- 18.0' TO FC I 18.0' TO FC ACC. 4' WIDE PVr STA = 9 +1u.uu c w U` o I ( T I ESMT I DG PATH PVI EL =199.44' + +° w U ci y,= 2:1 MAX I 2:1 MAX ¢ LVC = 50.0' � 0 1„ d CL v, a � U TO PAD 9" 9" TO PAD 2.0% 2.0% 2.0 %_ rz.o %I _ TYPICAL WATER "3�Up% 200'aJ 2 00° -�- -- TYPICAL WATER . y'' METER LOCATION METER LOCATION PER WAS WS -03 r PER WAS WS 03 INSTALL 6" PCC CURB INSTALL 6" PCC CURB &GUTTER PER SDRSD G -2. f I I k & GUTTER PER SDRSD G -2 uI 24 "X42" JOINT DRY UTILITY ' a INSTALL 8" CL 305 TRENCH PER SDRSD M -15 w 53 PVC WATER MAIN INSTALL 8"SDR -35 PVC SEWER MAIN INSTALL AB O OVER 6" �--- y CLASS II AB OR PER GEOTECH RECOMMENDATION I TYPICAL SECTION - PRIVATE ROAD _ ®® NOT TO SCALE v rvmv' Mini VERT - tt ( _ N o _SEPARATION REQUIRED UNDER EXIST 16" "WM I 16844' € 21.53' - 412 X112 A18 dl8 N$ A18 N8 A18 A18 yip dl8 412 Al2 10.10.765' 1 10765' I 21.05' 21.05' 21.05' '1 21.05' 21.05' 1 1 21.05" 1 21.01' 1 21.05- ' �I 10.765' 1 10:765' i D �� U.I. �;� ,gj a9s T 198TC r r Gl U U °' U '- U I- __10op PVT RD STA 6 +11.07 - 18.v "' RT r CDS STA 2 +03.15 �+ CUL-DE-SAC SAC STA 1 +OQ SOLID LINE REPRESENTS PVT RD STA 6 +11,07 -1$ 0 LT 194 TC TOP OF G -2 PCC C &G 195 fs3 iG - = CUL -DE -SAC STA3 +11.50 ; 195.03 FL / LP, PROFILE VIEW - CUL -DE -SAC ; SCALE: HOR1ZONIA11 " =20; VERTICAL 1 ° =4' )0 NOTE: CONTRACTOR TO POTHOLEALL UTILITIES BEFORE CONSTRUCTION, ANY CONFLICTS TO BEADDRESSED BYA CONSTRUCTION CHANGE. r 0 PUBLIC SEWER DATA TABLE LINE DELTA /BEARING LENGTH COMMENTS O N00°43'07"E 152.60' 8 "P VC, £BR4 v O N13" 54' 01 "W 92.35' 8" PVC SDR -35 O N00" 43' 14 "E 156.37' 8" PVC SDR -35 fA CA ;rV 1 DR19 L,14RE &A! TAP6 /WRAP/ 0 UTILITIESARE KNOWN TO EXIST IN THEAREA. 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 MATERIALSAND u aa�® - 1 O Q PUBLIC WATER DATA TABLE LINE DELTA /BEARING LENGTH COMMENTS Al N00" 43'07"E 33.47' 4" PVC CLASS 305 0 N00" 43'07'E 123.01' 8" PVC CLASS 305 ® NIX 54'01'W 92.35' 8" PVC CLASS 305 ® Nff 43'13"E 175.30' 8" PVC CLASS 305 CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEENACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY SEWER LATERAL TABLE _xe LOT STREET STATION IE @ DROP TO TERAL LATERAL GROUND DEPTH PAD UPSTREAM ACKWATE NO. OF LATERAL AT MAIN LENGTH MAIN ELEV. @ SLOPE % ELEV. @ BELOW R ELEV MH RIM VALVE MAIN PL (IE) TO IE FT. ELEV. REQ'D 1 PVT RD 9 +00.45 189.05 18.50' 1.20' 190.58 2.0% 199.27 8.69' 200.5 198,26 NO 0 VT RD 8+31.55 2 P 189.39 18.50' 1.20' 190.92 2.0 /a 198.70 778' 200.0 198.26 N0 3 PVT RD 7 +61.26 189.86 18.50' 1.20' 191.39 2.0% 198.00 6.59' 199.0 197.34 NO 4 PVT nu 1'=40 190.13 1,.a, 1.20 191.64 2.0% 19742 5.78' 198.5 197.34 NO 0 + 1 .72 4. 17. 1 NO 5 PVT RD 6 37.70 190.57 18.50' 1.20' 192.10 2.010 96 62 9 6 95 50 6 PVT RD 5 +74.08 190.88 35.72' tf6' 192.75 2.0% 195.78 3.03' 197.1 195.50 NO 7 PVT RD 5 +54.24 190.98 29.64' 4f9 192.73 2.0% 195.54 2.82' 196.3 195.50 NO 8 PVT RD 5 +5724 190.96 28.63' -i-BB= 192.69 2.0% 195.60 2.91' 196.6 195.50 NO 9 PVT RD 5 +60.24 190.94 34.02' tf6' N192.78 2.0% 195.64 2.86' 198.0 195.50 NO 10 PVT RD 5 +87,41 1 190.81 29.97' +29 J192,57 2,0% 196.00 1 3.43' 198.0 195.50 NO 11 PVT RD 6 +5239 190.50 18.50' 110' 191.93 2.0% 196.91 4.88' 1 198.3 195.50 NO 12 PVT RD 7 +18.52 990.06 18.67 1.20' 191.60 1 2.0% 197.57 5.97' 1 199.3 197.34 NO 13 PVT RD 7 +80.53 1 189.76 18.09' 1.20' 191.28 1 2.0% 198.19 691' 200.0 197.34 NO ,n r` o' m' VII V amr� a a to < "ll*TE• IE* M 41AI WfO Q�S AtOM 'JK 0.8', Q y ° • Pusus o IMnToN uxr ro ©• 8 , QI °° Q ACCOLNfrFOlt64irIN6PUBA/CMMN LU LU >` W LPJ CANA PorWLf ORA. GRAPHIC SCALE P =20' YJ ®et �rC, I SOON MEMO 4;, MANHOLE DATA TABLE •91', -)Ic MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. (FEET) UPS MH INVERT EL. DOWN MH INVERT MH DEPTH NO. OF LINES UPS DOWN (FEET) (INCHES) MATERIAL (/) (FEET) EL. (FEET) (FEET) THROUGHMH UPS I DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVCSDR -35 0.5 195.5 197.34 - -ifte !96.25 MO. i5 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 19734 198.26 19625 196:4'' -fB&6- '- 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 -11699 f808 1966- 8.66 9.75 2 2 PROP #4 TO PROP#5 93.14 8 PVCSDR -35 0.5 198.35 197.20 F969- -11808 -4664- 9.75 9.1 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as TYLER G LAWSON CITY ENGINEER 370' 50' 18.5' 18.5' 5.0' 1 4.0' M c= w o GUE F o GUE PED -- 18.0' TO FC I 18.0' TO FC ACC. 4' WIDE PVr STA = 9 +1u.uu c w U` o I ( T I ESMT I DG PATH PVI EL =199.44' + +° w U ci y,= 2:1 MAX I 2:1 MAX ¢ LVC = 50.0' � 0 1„ d CL v, a � U TO PAD 9" 9" TO PAD 2.0% 2.0% 2.0 %_ rz.o %I _ TYPICAL WATER "3�Up% 200'aJ 2 00° -�- -- TYPICAL WATER . y'' METER LOCATION METER LOCATION PER WAS WS -03 r PER WAS WS 03 INSTALL 6" PCC CURB INSTALL 6" PCC CURB &GUTTER PER SDRSD G -2. f I I k & GUTTER PER SDRSD G -2 uI 24 "X42" JOINT DRY UTILITY ' a INSTALL 8" CL 305 TRENCH PER SDRSD M -15 w 53 PVC WATER MAIN INSTALL 8"SDR -35 PVC SEWER MAIN INSTALL AB O OVER 6" �--- y CLASS II AB OR PER GEOTECH RECOMMENDATION I TYPICAL SECTION - PRIVATE ROAD _ ®® NOT TO SCALE v rvmv' Mini VERT - tt ( _ N o _SEPARATION REQUIRED UNDER EXIST 16" "WM I 16844' € 21.53' - 412 X112 A18 dl8 N$ A18 N8 A18 A18 yip dl8 412 Al2 10.10.765' 1 10765' I 21.05' 21.05' 21.05' '1 21.05' 21.05' 1 1 21.05" 1 21.01' 1 21.05- ' �I 10.765' 1 10:765' i D �� U.I. �;� ,gj a9s T 198TC r r Gl U U °' U '- U I- __10op PVT RD STA 6 +11.07 - 18.v "' RT r CDS STA 2 +03.15 �+ CUL-DE-SAC SAC STA 1 +OQ SOLID LINE REPRESENTS PVT RD STA 6 +11,07 -1$ 0 LT 194 TC TOP OF G -2 PCC C &G 195 fs3 iG - = CUL -DE -SAC STA3 +11.50 ; 195.03 FL / LP, PROFILE VIEW - CUL -DE -SAC ; SCALE: HOR1ZONIA11 " =20; VERTICAL 1 ° =4' )0 NOTE: CONTRACTOR TO POTHOLEALL UTILITIES BEFORE CONSTRUCTION, ANY CONFLICTS TO BEADDRESSED BYA CONSTRUCTION CHANGE. r 0 PUBLIC SEWER DATA TABLE LINE DELTA /BEARING LENGTH COMMENTS O N00°43'07"E 152.60' 8 "P VC, £BR4 v O N13" 54' 01 "W 92.35' 8" PVC SDR -35 O N00" 43' 14 "E 156.37' 8" PVC SDR -35 fA CA ;rV 1 DR19 L,14RE &A! TAP6 /WRAP/ 0 UTILITIESARE KNOWN TO EXIST IN THEAREA. 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 MATERIALSAND u aa�® - 1 O Q PUBLIC WATER DATA TABLE LINE DELTA /BEARING LENGTH COMMENTS Al N00" 43'07"E 33.47' 4" PVC CLASS 305 0 N00" 43'07'E 123.01' 8" PVC CLASS 305 ® NIX 54'01'W 92.35' 8" PVC CLASS 305 ® Nff 43'13"E 175.30' 8" PVC CLASS 305 CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEENACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY SEWER LATERAL TABLE _xe LOT STREET STATION IE @ DROP TO TERAL LATERAL GROUND DEPTH PAD UPSTREAM ACKWATE NO. OF LATERAL AT MAIN LENGTH MAIN ELEV. @ SLOPE % ELEV. @ BELOW R ELEV MH RIM VALVE MAIN PL (IE) TO IE FT. ELEV. REQ'D 1 PVT RD 9 +00.45 189.05 18.50' 1.20' 190.58 2.0% 199.27 8.69' 200.5 198,26 NO 0 VT RD 8+31.55 2 P 189.39 18.50' 1.20' 190.92 2.0 /a 198.70 778' 200.0 198.26 N0 3 PVT RD 7 +61.26 189.86 18.50' 1.20' 191.39 2.0% 198.00 6.59' 199.0 197.34 NO 4 PVT nu 1'=40 190.13 1,.a, 1.20 191.64 2.0% 19742 5.78' 198.5 197.34 NO 0 + 1 .72 4. 17. 1 NO 5 PVT RD 6 37.70 190.57 18.50' 1.20' 192.10 2.010 96 62 9 6 95 50 6 PVT RD 5 +74.08 190.88 35.72' tf6' 192.75 2.0% 195.78 3.03' 197.1 195.50 NO 7 PVT RD 5 +54.24 190.98 29.64' 4f9 192.73 2.0% 195.54 2.82' 196.3 195.50 NO 8 PVT RD 5 +5724 190.96 28.63' -i-BB= 192.69 2.0% 195.60 2.91' 196.6 195.50 NO 9 PVT RD 5 +60.24 190.94 34.02' tf6' N192.78 2.0% 195.64 2.86' 198.0 195.50 NO 10 PVT RD 5 +87,41 1 190.81 29.97' +29 J192,57 2,0% 196.00 1 3.43' 198.0 195.50 NO 11 PVT RD 6 +5239 190.50 18.50' 110' 191.93 2.0% 196.91 4.88' 1 198.3 195.50 NO 12 PVT RD 7 +18.52 990.06 18.67 1.20' 191.60 1 2.0% 197.57 5.97' 1 199.3 197.34 NO 13 PVT RD 7 +80.53 1 189.76 18.09' 1.20' 191.28 1 2.0% 198.19 691' 200.0 197.34 NO ,n r` o' m' VII V amr� a a to < "ll*TE• IE* M 41AI WfO Q�S AtOM 'JK 0.8', Q y ° • Pusus o IMnToN uxr ro ©• 8 , QI °° Q ACCOLNfrFOlt64irIN6PUBA/CMMN LU LU >` W LPJ CANA PorWLf ORA. GRAPHIC SCALE P =20' YJ ®et �rC, I SOON MEMO 4;, MANHOLE DATA TABLE •91', -)Ic MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. (FEET) UPS MH INVERT EL. DOWN MH INVERT MH DEPTH NO. OF LINES UPS DOWN (FEET) (INCHES) MATERIAL (/) (FEET) EL. (FEET) (FEET) THROUGHMH UPS I DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVCSDR -35 0.5 195.5 197.34 - -ifte !96.25 MO. i5 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 19734 198.26 19625 196:4'' -fB&6- '- 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 -11699 f808 1966- 8.66 9.75 2 2 PROP #4 TO PROP#5 93.14 8 PVCSDR -35 0.5 198.35 197.20 F969- -11808 -4664- 9.75 9.1 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as fA CA ;rV 1 DR19 L,14RE &A! TAP6 /WRAP/ 0 UTILITIESARE KNOWN TO EXIST IN THEAREA. 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 MATERIALSAND u aa�® - 1 O Q PUBLIC WATER DATA TABLE LINE DELTA /BEARING LENGTH COMMENTS Al N00" 43'07"E 33.47' 4" PVC CLASS 305 0 N00" 43'07'E 123.01' 8" PVC CLASS 305 ® NIX 54'01'W 92.35' 8" PVC CLASS 305 ® Nff 43'13"E 175.30' 8" PVC CLASS 305 CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEENACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY SEWER LATERAL TABLE _xe LOT STREET STATION IE @ DROP TO TERAL LATERAL GROUND DEPTH PAD UPSTREAM ACKWATE NO. OF LATERAL AT MAIN LENGTH MAIN ELEV. @ SLOPE % ELEV. @ BELOW R ELEV MH RIM VALVE MAIN PL (IE) TO IE FT. ELEV. REQ'D 1 PVT RD 9 +00.45 189.05 18.50' 1.20' 190.58 2.0% 199.27 8.69' 200.5 198,26 NO 0 VT RD 8+31.55 2 P 189.39 18.50' 1.20' 190.92 2.0 /a 198.70 778' 200.0 198.26 N0 3 PVT RD 7 +61.26 189.86 18.50' 1.20' 191.39 2.0% 198.00 6.59' 199.0 197.34 NO 4 PVT nu 1'=40 190.13 1,.a, 1.20 191.64 2.0% 19742 5.78' 198.5 197.34 NO 0 + 1 .72 4. 17. 1 NO 5 PVT RD 6 37.70 190.57 18.50' 1.20' 192.10 2.010 96 62 9 6 95 50 6 PVT RD 5 +74.08 190.88 35.72' tf6' 192.75 2.0% 195.78 3.03' 197.1 195.50 NO 7 PVT RD 5 +54.24 190.98 29.64' 4f9 192.73 2.0% 195.54 2.82' 196.3 195.50 NO 8 PVT RD 5 +5724 190.96 28.63' -i-BB= 192.69 2.0% 195.60 2.91' 196.6 195.50 NO 9 PVT RD 5 +60.24 190.94 34.02' tf6' N192.78 2.0% 195.64 2.86' 198.0 195.50 NO 10 PVT RD 5 +87,41 1 190.81 29.97' +29 J192,57 2,0% 196.00 1 3.43' 198.0 195.50 NO 11 PVT RD 6 +5239 190.50 18.50' 110' 191.93 2.0% 196.91 4.88' 1 198.3 195.50 NO 12 PVT RD 7 +18.52 990.06 18.67 1.20' 191.60 1 2.0% 197.57 5.97' 1 199.3 197.34 NO 13 PVT RD 7 +80.53 1 189.76 18.09' 1.20' 191.28 1 2.0% 198.19 691' 200.0 197.34 NO ,n r` o' m' VII V amr� a a to < "ll*TE• IE* M 41AI WfO Q�S AtOM 'JK 0.8', Q y ° • Pusus o IMnToN uxr ro ©• 8 , QI °° Q ACCOLNfrFOlt64irIN6PUBA/CMMN LU LU >` W LPJ CANA PorWLf ORA. GRAPHIC SCALE P =20' YJ ®et �rC, I SOON MEMO 4;, MANHOLE DATA TABLE •91', -)Ic MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. (FEET) UPS MH INVERT EL. DOWN MH INVERT MH DEPTH NO. OF LINES UPS DOWN (FEET) (INCHES) MATERIAL (/) (FEET) EL. (FEET) (FEET) THROUGHMH UPS I DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVCSDR -35 0.5 195.5 197.34 - -ifte !96.25 MO. i5 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 19734 198.26 19625 196:4'' -fB&6- '- 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 -11699 f808 1966- 8.66 9.75 2 2 PROP #4 TO PROP#5 93.14 8 PVCSDR -35 0.5 198.35 197.20 F969- -11808 -4664- 9.75 9.1 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as Q PUBLIC WATER DATA TABLE LINE DELTA /BEARING LENGTH COMMENTS Al N00" 43'07"E 33.47' 4" PVC CLASS 305 0 N00" 43'07'E 123.01' 8" PVC CLASS 305 ® NIX 54'01'W 92.35' 8" PVC CLASS 305 ® Nff 43'13"E 175.30' 8" PVC CLASS 305 CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEENACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY SEWER LATERAL TABLE _xe LOT STREET STATION IE @ DROP TO TERAL LATERAL GROUND DEPTH PAD UPSTREAM ACKWATE NO. OF LATERAL AT MAIN LENGTH MAIN ELEV. @ SLOPE % ELEV. @ BELOW R ELEV MH RIM VALVE MAIN PL (IE) TO IE FT. ELEV. REQ'D 1 PVT RD 9 +00.45 189.05 18.50' 1.20' 190.58 2.0% 199.27 8.69' 200.5 198,26 NO 0 VT RD 8+31.55 2 P 189.39 18.50' 1.20' 190.92 2.0 /a 198.70 778' 200.0 198.26 N0 3 PVT RD 7 +61.26 189.86 18.50' 1.20' 191.39 2.0% 198.00 6.59' 199.0 197.34 NO 4 PVT nu 1'=40 190.13 1,.a, 1.20 191.64 2.0% 19742 5.78' 198.5 197.34 NO 0 + 1 .72 4. 17. 1 NO 5 PVT RD 6 37.70 190.57 18.50' 1.20' 192.10 2.010 96 62 9 6 95 50 6 PVT RD 5 +74.08 190.88 35.72' tf6' 192.75 2.0% 195.78 3.03' 197.1 195.50 NO 7 PVT RD 5 +54.24 190.98 29.64' 4f9 192.73 2.0% 195.54 2.82' 196.3 195.50 NO 8 PVT RD 5 +5724 190.96 28.63' -i-BB= 192.69 2.0% 195.60 2.91' 196.6 195.50 NO 9 PVT RD 5 +60.24 190.94 34.02' tf6' N192.78 2.0% 195.64 2.86' 198.0 195.50 NO 10 PVT RD 5 +87,41 1 190.81 29.97' +29 J192,57 2,0% 196.00 1 3.43' 198.0 195.50 NO 11 PVT RD 6 +5239 190.50 18.50' 110' 191.93 2.0% 196.91 4.88' 1 198.3 195.50 NO 12 PVT RD 7 +18.52 990.06 18.67 1.20' 191.60 1 2.0% 197.57 5.97' 1 199.3 197.34 NO 13 PVT RD 7 +80.53 1 189.76 18.09' 1.20' 191.28 1 2.0% 198.19 691' 200.0 197.34 NO ,n r` o' m' VII V amr� a a to < "ll*TE• IE* M 41AI WfO Q�S AtOM 'JK 0.8', Q y ° • Pusus o IMnToN uxr ro ©• 8 , QI °° Q ACCOLNfrFOlt64irIN6PUBA/CMMN LU LU >` W LPJ CANA PorWLf ORA. GRAPHIC SCALE P =20' YJ ®et �rC, I SOON MEMO 4;, MANHOLE DATA TABLE •91', -)Ic MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. (FEET) UPS MH INVERT EL. DOWN MH INVERT MH DEPTH NO. OF LINES UPS DOWN (FEET) (INCHES) MATERIAL (/) (FEET) EL. (FEET) (FEET) THROUGHMH UPS I DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVCSDR -35 0.5 195.5 197.34 - -ifte !96.25 MO. i5 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 19734 198.26 19625 196:4'' -fB&6- '- 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 -11699 f808 1966- 8.66 9.75 2 2 PROP #4 TO PROP#5 93.14 8 PVCSDR -35 0.5 198.35 197.20 F969- -11808 -4664- 9.75 9.1 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEENACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY SEWER LATERAL TABLE _xe LOT STREET STATION IE @ DROP TO TERAL LATERAL GROUND DEPTH PAD UPSTREAM ACKWATE NO. OF LATERAL AT MAIN LENGTH MAIN ELEV. @ SLOPE % ELEV. @ BELOW R ELEV MH RIM VALVE MAIN PL (IE) TO IE FT. ELEV. REQ'D 1 PVT RD 9 +00.45 189.05 18.50' 1.20' 190.58 2.0% 199.27 8.69' 200.5 198,26 NO 0 VT RD 8+31.55 2 P 189.39 18.50' 1.20' 190.92 2.0 /a 198.70 778' 200.0 198.26 N0 3 PVT RD 7 +61.26 189.86 18.50' 1.20' 191.39 2.0% 198.00 6.59' 199.0 197.34 NO 4 PVT nu 1'=40 190.13 1,.a, 1.20 191.64 2.0% 19742 5.78' 198.5 197.34 NO 0 + 1 .72 4. 17. 1 NO 5 PVT RD 6 37.70 190.57 18.50' 1.20' 192.10 2.010 96 62 9 6 95 50 6 PVT RD 5 +74.08 190.88 35.72' tf6' 192.75 2.0% 195.78 3.03' 197.1 195.50 NO 7 PVT RD 5 +54.24 190.98 29.64' 4f9 192.73 2.0% 195.54 2.82' 196.3 195.50 NO 8 PVT RD 5 +5724 190.96 28.63' -i-BB= 192.69 2.0% 195.60 2.91' 196.6 195.50 NO 9 PVT RD 5 +60.24 190.94 34.02' tf6' N192.78 2.0% 195.64 2.86' 198.0 195.50 NO 10 PVT RD 5 +87,41 1 190.81 29.97' +29 J192,57 2,0% 196.00 1 3.43' 198.0 195.50 NO 11 PVT RD 6 +5239 190.50 18.50' 110' 191.93 2.0% 196.91 4.88' 1 198.3 195.50 NO 12 PVT RD 7 +18.52 990.06 18.67 1.20' 191.60 1 2.0% 197.57 5.97' 1 199.3 197.34 NO 13 PVT RD 7 +80.53 1 189.76 18.09' 1.20' 191.28 1 2.0% 198.19 691' 200.0 197.34 NO ,n r` o' m' VII V amr� a a to < "ll*TE• IE* M 41AI WfO Q�S AtOM 'JK 0.8', Q y ° • Pusus o IMnToN uxr ro ©• 8 , QI °° Q ACCOLNfrFOlt64irIN6PUBA/CMMN LU LU >` W LPJ CANA PorWLf ORA. GRAPHIC SCALE P =20' YJ ®et �rC, I SOON MEMO 4;, MANHOLE DATA TABLE •91', -)Ic MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. (FEET) UPS MH INVERT EL. DOWN MH INVERT MH DEPTH NO. OF LINES UPS DOWN (FEET) (INCHES) MATERIAL (/) (FEET) EL. (FEET) (FEET) THROUGHMH UPS I DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVCSDR -35 0.5 195.5 197.34 - -ifte !96.25 MO. i5 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 19734 198.26 19625 196:4'' -fB&6- '- 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 -11699 f808 1966- 8.66 9.75 2 2 PROP #4 TO PROP#5 93.14 8 PVCSDR -35 0.5 198.35 197.20 F969- -11808 -4664- 9.75 9.1 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as ,n r` o' m' VII V amr� a a to < "ll*TE• IE* M 41AI WfO Q�S AtOM 'JK 0.8', Q y ° • Pusus o IMnToN uxr ro ©• 8 , QI °° Q ACCOLNfrFOlt64irIN6PUBA/CMMN LU LU >` W LPJ CANA PorWLf ORA. GRAPHIC SCALE P =20' YJ ®et �rC, I SOON MEMO 4;, MANHOLE DATA TABLE •91', -)Ic MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. (FEET) UPS MH INVERT EL. DOWN MH INVERT MH DEPTH NO. OF LINES UPS DOWN (FEET) (INCHES) MATERIAL (/) (FEET) EL. (FEET) (FEET) THROUGHMH UPS I DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVCSDR -35 0.5 195.5 197.34 - -ifte !96.25 MO. i5 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 19734 198.26 19625 196:4'' -fB&6- '- 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 -11699 f808 1966- 8.66 9.75 2 2 PROP #4 TO PROP#5 93.14 8 PVCSDR -35 0.5 198.35 197.20 F969- -11808 -4664- 9.75 9.1 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as MANHOLE DATA TABLE •91', -)Ic MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. (FEET) UPS MH INVERT EL. DOWN MH INVERT MH DEPTH NO. OF LINES UPS DOWN (FEET) (INCHES) MATERIAL (/) (FEET) EL. (FEET) (FEET) THROUGHMH UPS I DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVCSDR -35 0.5 195.5 197.34 - -ifte !96.25 MO. i5 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 19734 198.26 19625 196:4'' -fB&6- '- 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 -11699 f808 1966- 8.66 9.75 2 2 PROP #4 TO PROP#5 93.14 8 PVCSDR -35 0.5 198.35 197.20 F969- -11808 -4664- 9.75 9.1 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK I BAK TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE PUBLIC WORKS DATE: 12 -3-I$ PLANNING R.C.E. NO.: 80356 DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 J� �r 20 0 20 40 60 QE-9f ESS /gf a . w Q��nER G LghS �F No. 80356 Exp. 12/31/20 �,,,CIVI� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE C NDED: AP V D: UTILITY IMPROVEMENT PLAN FOR: ST VE NOWAK EDWARD J. WI ER SPECIMEN HOUSE PROPERTY - 782 LEUCADIA BLVD 13866 -I APN: 254-362-13,14, & 45 -00 DATE ' ' DAT Z PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 4 OF 4 PLSA 2083 -03 as PLSA 2083 -03 as