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2017-13322 I (Plans)GENERAL RIGHT -OF -WAY NOTES: 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4.ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7.NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8.NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. 9.NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK WHICH SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. 16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL. 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES. 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. GENERAL RIGHT -OF -WAY NOTES (CONTINUED): 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE OBSTRUCTION, EXCAVATION, O B S UC TR OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06 AT NO COST TO THE CITY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT MUELLER AT (808) 775 -0701, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSDIESD - (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 REJECTION AND REMOVAL. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL, MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 8,010 SOFT ACTUAL PROPOSED IMPERVIOUS SURFACE: 13,444 SOFT ALLOWABLE FUTURE IMPERVIOUS SURFACE (INCLUDING 15% CONTINGENCY) : 15,326 SOFT PROJECT TOTAL IMPERVIOUS SURFACE: 28,770 SOFT IMPERVIOUS AREA REPLACED: 3,250 SQFT FIELD OPERATIONS CONTRACTOR TO VERIFY EXIS77NG UTILITY LOCA77ONS & ELEVA77ON PRIOR TO CONSTRUCRON It , SIGN DATE OWNERIAPPLICANT LEUCADIA BLVD. TITLE SHEET 2 LAND HOLDINGS, LLC 3 DETAILS & LEGEND 4 PLAN & PROFILE 731 SOUTH HIGHWAY 101 SUITE 213 PLAN & PROFILE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. SOLANA BEACH, CA 92075 A.V B.R. , PHONE: (808) 775 -0701 0 - - R DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, HORIZONTAL: 1" = 20' VERTICAL: 1 " =8' K_ .l //I.LU. < < _ /Z /Q x/13 PLANS PREPARED UNDER SUPERVISION OF DATE: �_'/ >�. R.C.E. NO.: 60676 ' BRUCE L RICE EXP.: 12 -31 -18 RECD E,. APPROVED: / S WAK ,,FRANK x . �� /J DATE DA IMPROVEMENT PLAN FOR: 147 QUAIL DRIVE, ENCINITAS CA 92024 LAND HOLDINGS, LLC APN: 258- 111 -18 -00 PLANNING CASE NO: 15 -292 TPM /CDP /DR 13322 -1 SITE ADDRESS 5 Cy,K - 147 QUAIL DRIVE W BRUCE L. RICE DATE ENCINITAS, CA 92024 ENCINITAS BOULEVARD AND WESTLAKE STREET. RECORD FROM: ROS 18416 ELEVATION: 182.995' DATUM: NAVD88 APN:258- 111 -18 -00 y �q ).y �oL/`f� - SHEET 1 OF 5 S LEGAL DESCRIPTION SEACREST WAY v THE SOUTHERLY 180 FEET OF THE NORTHERLY 950 FEET OF THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF J I SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881. N /jqs OWNER'S CERTIFICATE 9L� I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND VICINITY MAP AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, N.T.S. LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: R ERT MUELLER SOILS ENGINEER'S CERTIFICATE I, MAMADOU S. DIALLO, 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 A(0(1 ,tjf4 /S AND FOR AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMM NDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.. t IAq /l /I SIGNED: �k rna�+1.. V+� ���f� gpFESSIp GE NO.: d.70 L/ 4 `% EXP. DATE: IA- -3)-17 DLUJA LO S. he x JOB #: GE. 2704 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. °rFrx�t 10925 HARTLEY ROAD, SUITE I ��� OF CALM SANTEE, CA 92071 (619) 258 -7901 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: 22_ %��cc �1'(, e DATE: rb'- / /-!� BRUCE L. RICE RCE EXPIRES 12 -31 -18 bNA, Inc. land planning, CMI engineering, sun/eying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 NOTES 3 DETAILS & LEGEND 4 PLAN & PROFILE 5 PLAN & PROFILE PLANNING AND BUILDING SIGN _ ATE PARKS AND RECREATION i lot f� SIGN DATE BRUCE L. RICE NO. 60676 94 0 2 O o; j a I BMP PROJECT STATUS I 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 Q -$'11-1 AS DOC. #: 2tt1 `o35R1(4 SAN DIEGUITO WATER DISTRICT SDWD W17 -060 t3 -�� -►z SIGN DATE ENCINITAS FIRE DEPARTMENT SIGNDATE W CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT �c "� "cu tfY: urc "'"" CY: `Htc Ktu BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. B.R. A.V B.R. , REVISE SEWER 5 E 1S q SIAS.60Uf - - R DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, HORIZONTAL: 1" = 20' VERTICAL: 1 " =8' K_ .l //I.LU. < < _ /Z /Q x/13 PLANS PREPARED UNDER SUPERVISION OF DATE: �_'/ >�. R.C.E. NO.: 60676 ' BRUCE L RICE EXP.: 12 -31 -18 RECD E,. APPROVED: / S WAK ,,FRANK x . �� /J DATE DA IMPROVEMENT PLAN FOR: 147 QUAIL DRIVE, ENCINITAS CA 92024 LAND HOLDINGS, LLC APN: 258- 111 -18 -00 PLANNING CASE NO: 15 -292 TPM /CDP /DR 13322 -1 Cy,K - 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF BRUCE L. RICE DATE ENCINITAS BOULEVARD AND WESTLAKE STREET. RECORD FROM: ROS 18416 ELEVATION: 182.995' DATUM: NAVD88 y �q ).y �oL/`f� - SHEET 1 OF 5 REVIEWER INSPECTOR SENIOR ENGINEER a ti L ti Z(o 2N WO Q� h� LWD SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. T PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING 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, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. LWD SEWER NOTES 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S-4. 40. ALL NEW MH'S SHALL BE LINED WITH AN 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, IF ANY. T -LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF THE GREENBOOK. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW- THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 45. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 47. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY 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 SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL 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. 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 ARE ACCEPTED AND A 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. SAN DIEGUITO WATER DISTRICT NOTES (CONTINUED\: 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 DEVICE ARE 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.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE 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 INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS 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 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 SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. 1. 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. 2. 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. 3. 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. IQgpFBSSrp*. H RICE I. NO. 60676 CONTRACTOR TO VERIFY EXIS77NG C7pIL o U77LITY LOCA77ONS & ELEVA77ON pF CALt� PRIOR TO CONSTRUCTION bhwnc. I ®nglnewing, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT "t "`' "tL, t3Y: urww" riY: ` "t`B_R. IiY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. B.R. AV B.R. DESCRIPTION: 2.5 " BRASS DISK STAMPED ENC -31 LS 7322 PLANS PREPARED UNDER SUPERVISION OF RECD EN . i APPROVED: IMPROVEMENT PLAN FOR: LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB DATE: g -ii -i7 147 QUAIL DRIVE ENCINITAS CA 92024 INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, HORIZONTAL: 1" = 20' /J��, 2;.4- �Z - /� -/ S > > 800-FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF BRUCE L. RICE DATE "��� "'� "��'�7 LAND HOLDINGS, LLC 13322 -1 ENCINITAS BOULEVARD AND WESTLAKE STREET. VERTICAL: 1 " =8' R.C.E. NO.: 60676 ST WA RANK pBEL APN: 258-111-18-00 DING RECORD FROM: ROS 18416 ELEVATION: 182.996 S 1,y�t� C _ , � -j,k ��� .LG� Yj �Cj' -� 7 `> 3lf // DATUM: NAVD88 REVIEWER INSPECTOR S NIOR ENGINEER BRUCE L. RICE EXP.: 12 -31 -18 �T DATE PLANNING CASE NO: 15 -292 TPM /CDP /DR SHEET 2 OF 5 I h �o �Oo Q� nnh� Lo �J ..4 C > I. }� Lom 202 7 F I (S) f l203.45 203.132, FG/LIP FG /LIP °p 2,0% I I i J) ; �! 204.76 TO " 20426 FL L 6 CURB , a: c a� 20, 48 TC110" CURB l( - ✓% t / �� FGQ L o ' , y I 204.26 TC 203 76 � � C" r6 ' " URt? B � 03.95TC 20292 20 v 2 3 203.4 FG/LIP 20% / a MID -BLOCK CROSS GUTTER DETAIL SCALE: 1" = 10' EASEMENT NOTES © AN EASEMENT FOR PRIVATE ROAD, HIGHWAY, PUBLIC UTILITIES AND INCIDENTAL PURPOSES. RECORDED 8/14/1946, AS INSTRUMENT NO. IN BOOK 2209 PAGE 363, OF OFFICIAL RECORDS. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE PUBLIC RECORDS. AMENDED SOIL MIN. INFILTRATION RATE 5 "1HR. BIORETEN77ON - "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. BROOKS PARKWAY STEEL GRATE (3636 36 "X36" BROOKS PCC CATCH BASIN i © EXISTING 2( DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL I I —I I —I I I— III —III —I __I I = 6" PERFORATED PVC 12" PVC OUTLET I_ — — —� —I —� _ _ _ PIPE PLACE PIPE WITH Q PIPE I— RESTRICTER PLATE TO LIMIT FLOW PERFORATIONS EXIST. GROUND OUT OF V2 STORAGE AREA, LID AT THE INVERT DRAIN DOWN HOLE, of = 1.125" %1AiU L0Y9h'5 /D-M /G POLy6 %ffYLENE V /SgUgE/V y/VI _..-- „,�PRIVATE BIOFILTRATION BASIN DETAIL, BF -1 TYPE D SOIL NOT TO SCALE SHOWN FOR REFERENCE ONLY, SEE GRADING PLAN 13322 -G RISER WALL °,a V 318 "x16" STAINLESS G ANCHOR BOLTS WITH WING TYPE NUTS (TYP.) RESTRICTOR PLATE ORIFICE, 1.125 " — 6” G a BOTTOM OF BASIN.< FRENCH DRAIN, 6" PVC PERFORATED PIPE LOWER OUTLET SLOT OPENING 36 in EMERGENCY WEIR T INVERT ELEV IN RISER STRUCTURE lE - INVERT ELEVATION BC - BEGIN CURVE LT - LEFT RISER WALL � „ " 3/8 x16 STAINLESS ANCHOR c MANHOLE BW - BOTTOM OF WALL NTS - H= 18 in C &G - T ° 114" GALVANIZED BOLTS WITH WING TYPE NUTS a °, `D II CATCH BASIN PE - PAD ELEVATION 1 CUL -DE -SAC PRC - STEEL PLATE o ,. , CENTERLINE (T') -� CO - CLEANOUT Hs = 4 in RIGHT CR - 6" PVC PERFORATED PIP RW - ■ NOTE- ORIFICE PLAT AND DEPRESSED CURB SCO - SANITARY SEWER CLEANOUT EC - END CURVE SS - SANITARY SEWER EP - EDGE OF PA VEMENT FLANGE CONNECTION TO SUB GRADE EVC - END VERTICAL CURVE SO - STORM DRAIN FFC - ORIFICE, 1.125" SDRSD - SAN DIEGO AREA REGIONAL CONCRETE SHALL BE FITTED FINISHED FLOOR A PIN STANDARD DRAWING FL - FLOWLINE SW - SIDEWALK FG - FINISHED GRADE WITH 30 DUROMETER TOP OF BERM GB - GRADE BREAK TC - TOP OF CURB RING. HIGH POINT IF - TOP OF FOOTING a °NEOPRENE b OUTLET STRUCTURE DETAIL RESTRICTOR PLATE DETAIL FROM SWQMP REPORT NOT TO SCALE NAM• -. - • I I —I I —I I I— III —III —I __I I = 6" PERFORATED PVC 12" PVC OUTLET I_ — — —� —I —� _ _ _ PIPE PLACE PIPE WITH Q PIPE I— RESTRICTER PLATE TO LIMIT FLOW PERFORATIONS EXIST. GROUND OUT OF V2 STORAGE AREA, LID AT THE INVERT DRAIN DOWN HOLE, of = 1.125" %1AiU L0Y9h'5 /D-M /G POLy6 %ffYLENE V /SgUgE/V y/VI _..-- „,�PRIVATE BIOFILTRATION BASIN DETAIL, BF -1 TYPE D SOIL NOT TO SCALE SHOWN FOR REFERENCE ONLY, SEE GRADING PLAN 13322 -G RISER WALL °,a V 318 "x16" STAINLESS G ANCHOR BOLTS WITH WING TYPE NUTS (TYP.) RESTRICTOR PLATE ORIFICE, 1.125 " — 6” G a BOTTOM OF BASIN.< FRENCH DRAIN, 6" PVC PERFORATED PIPE LOWER OUTLET SLOT OPENING 36 in EMERGENCY WEIR T INVERT ELEV KE�'MAP m 40 20 0 40 80 56' PUBLIC WATER METER BOX PER WS -03 SCALE: 1" = 40' DEDICATED PER PARCEL MAP NO. -_- `- -WATER METER BOX PER WS -03 8" PUBLIC WATER 8" PUBLIC - r� SEWER lJ TYPICAL SECTION PACIFIC VIEW SLANE (PUBLIC) LE MAP 1 ABBREVIATIONS AC - IN RISER STRUCTURE lE - INVERT ELEVATION BC - BEGIN CURVE LT - LEFT RISER WALL � „ " 3/8 x16 STAINLESS ANCHOR c MANHOLE BW - BOTTOM OF WALL NTS - H= 18 in C &G - T ° 114" GALVANIZED BOLTS WITH WING TYPE NUTS a °, `D II CATCH BASIN PE - PAD ELEVATION 1 CUL -DE -SAC PRC - STEEL PLATE o ,. , CENTERLINE (T') -� CO - CLEANOUT Hs = 4 in RIGHT CR - 6" PVC PERFORATED PIP RW - RIGHT -OF -WAY NOTE- ORIFICE PLAT AND DEPRESSED CURB SCO - SANITARY SEWER CLEANOUT EC - END CURVE SS - SANITARY SEWER EP - EDGE OF PA VEMENT FLANGE CONNECTION TO SUB GRADE EVC - END VERTICAL CURVE SO - STORM DRAIN FFC - ORIFICE, 1.125" SDRSD - SAN DIEGO AREA REGIONAL CONCRETE SHALL BE FITTED FINISHED FLOOR A PIN STANDARD DRAWING FL - FLOWLINE SW - SIDEWALK FG - FINISHED GRADE WITH 30 DUROMETER TOP OF BERM GB - GRADE BREAK TC - TOP OF CURB RING. HIGH POINT IF - TOP OF FOOTING a °NEOPRENE b OUTLET STRUCTURE DETAIL RESTRICTOR PLATE DETAIL FROM SWQMP REPORT NOT TO SCALE NOT TO SCALE KE�'MAP m 40 20 0 40 80 56' PUBLIC WATER METER BOX PER WS -03 SCALE: 1" = 40' DEDICATED PER PARCEL MAP NO. -_- `- -WATER METER BOX PER WS -03 8" PUBLIC WATER 8" PUBLIC - r� SEWER lJ TYPICAL SECTION PACIFIC VIEW SLANE (PUBLIC) LE MAP 1 ABBREVIATIONS AC - ASPHALT CONCRETE lE - INVERT ELEVATION BC - BEGIN CURVE LT - LEFT 8 v - BEGIN VERTICAL CURVE MH - MANHOLE BW - BOTTOM OF WALL NTS - NOT TO SCALE C &G - CURB AND GUTTER PCC - POINT OF COMPOUND CURVE CB - CATCH BASIN PE - PAD ELEVATION COS - CUL -DE -SAC PRC - POINT OF REVERSE CURVE CL - CENTERLINE RCP - REINFORCED CONCRETE PIPE CO - CLEANOUT RT - RIGHT CR - CURB RETURN RW - RIGHT -OF -WAY DC - DEPRESSED CURB SCO - SANITARY SEWER CLEANOUT EC - END CURVE SS - SANITARY SEWER EP - EDGE OF PA VEMENT SG - SUB GRADE EVC - END VERTICAL CURVE SO - STORM DRAIN FFC - FRONT FACE OF CURB SDRSD - SAN DIEGO AREA REGIONAL FF - FINISHED FLOOR A PIN STANDARD DRAWING FL - FLOWLINE SW - SIDEWALK FG - FINISHED GRADE TB - TOP OF BERM GB - GRADE BREAK TC - TOP OF CURB HP - HIGH POINT IF - TOP OF FOOTING TW - TOP OF WALL INITAS TO ACCEPT THE EXISTING LEGEND OFFER OF DEDICATION FOR FUTURE IIFIC ;VIEW LANE) OVER LOTS 3, 6 & 7 DESCRIPTION DWG.NO. SYMBOL QUANTITY 4! SUBDIVISION BOUNDARY !toAtCE 7-00- 03S91&A 8•3-0 PROPERTY LINE rtiN�� �ol� o3S5 /69 ff $ /) RIGHT -OF -WAY EXIS77NG WATER LINE W� EXIS77NG SEWER SEWER LINE A��\J EX /STING GAS LINE -- (GAS) -___ L 17 ' t• 19 �• j � ii I /l P l •L ► i 7 BRUCE L. m CENO. EXISTING ELECTR/CA 60676 lI Inc. clVll ®es0IF1®eo1n0, s-arV ®yVng PUBLIC SANITARY SEWER MANHOLE 5115 AVENIDA ENCINAS EXIS77NG TELEPHONE LINE - — -- �, CARLSBAD, CA. 92008 -4387 ,( EXISTING FIRE HYDRANT 1" WATER SERVICE LATERAL 11" METER WS -01, WC -17 W� CURB AND GUTTER (PUBLIC) SDRSD G -2 573 LF WATER MAIN CONNECTION 2" BLOW OFF - AC PAVING /BASE (PUBLIC) �-- 2" AIR RELEASE VALVE WA -07, WC -17 E — 3" AC 16" AB WT -01 9,750 SF AC GRIND & OVERLAY 99 SF r- EX /STING ASPHALT D 19E '15 CONCRETE SIDEWALK (PUBLIC) SDRSD G -7^ :. ;.. 2,980 SF A PIN — �_____� 79 \ 23 10 —_ !D -BLOCK CROSS GUTTER b DRD G -13 390 SF 17 ' t• 19 �• j � ii I /l P l •L ► i 7 BRUCE L. m CENO. bhA, 60676 lI Inc. clVll ®es0IF1®eo1n0, s-arV ®yVng PUBLIC SANITARY SEWER MANHOLE 5115 AVENIDA ENCINAS CIV11, SUITE 'I �, CARLSBAD, CA. 92008 -4387 OF CA (760) 931 -8700 RESIDENTIAL PCC DRIVEWAY SDRSD G -14 B /I' ::• PUBLIC 8" GRAVITY SEWER LINE S PUBLIC SANITARY SEWER MANHOLE —S -0 —S- 4" SANITARY SEWER LATERAL S� 1" WATER SERVICE LATERAL 11" METER WS -01, WC -17 W� 8" PUBLIC WATER LINE WP -01 —w — WATER MAIN CONNECTION 2" BLOW OFF WB -06, WC -17 �-- 2" AIR RELEASE VALVE WA -07, WC -17 E THRUST BLOCK WT -01 GA TE VALVE WV -02 CONTRACTOR TO VERIFY EXISTING U77LITY LOCATIONS & ELEVATON PRIOR TO CONSTRUCTION "NO PARKING FIRE LANE" SIGN -�- 1, 200 SF 161 LF 2 EA 4 EA 4 EA 147 LF 1 EA 1 EA 1 EA 2 EA 3 EA 3 EA - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT A. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. S- 13U 1111 DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 �� PLANS PREPARED UNDER SUPERVISION OF RECO APPROVED: IMPROVEMENT PLAN FOR: LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB HORIZONTAL: 1 " =20' �Ai /Z - /J -%$ DATE: �� / /-�% �r 147 QUAIL DRIVE, ENCINITAS, CA 92024 13322 -� INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, / 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF BRUCE L. RICE DATE � LAND HOLDINGS, LLC ENCINITAS BOULEVARD AND WESTLAKE STREET. VERTICAL: 1" =8' 7 ��`- R.C.E.NO.: 60676 ST5VE NOWAK RANKLE 814-= RECORD FROM: ROS 18416 ELEVATION: 182.995' SNd ,�q� - pJ 4`1 s��� r�< g- Iz9 -l? TO %'7 APN: 258 - 111 -18 -00 DATUM: NAVD88 BRUCE L. RICE EXP.: 12 -31 -18 UA DATIP PLANNING CASE NO: 15 -292 TPM /CDP /DR SHEET 3 OF 5 REVIEWER INSPECTOR SENIOR ENGINEER LC ru t 2 o PARCEL ad J Q U O m ¢ a N J W O j I y �y rz 2o ti kz Q W II J Q Dn W Q W T �¢ �ti W y1 v ti 3 Vv��c��o0 II Q a¢ S QN Og �" m y~ a OLu ��U 2LU 2 y Q cn'(1A 00 Lu L. PARCEL 3 � Eg° $ J ' W o "' h �' Lu O2� Q U` iL �� ti(n a J� 2 3 ��WS� UQ 2 �� �� ¢Q��W Q �'>cd uiLU0�0 WW WJ�Ua W 2 Lu �¢ 3J O� VI—JJ Q 3 ,onLU2akYOp~�I� I� W JSJ WoW� �(n h� d Q °im�� oae� � Lgu U �� OO�U�J NOm�Um �Qa JW U QLj cVOUV tn30 O OQ WOQ to WHO J �� I� tom. a �a O�3 p S �L�L��, N 2¢ .+ �F a l�i� hUX �h, 00Z �L3il - -U �j W Q2 L3iIZ 2 ti0°O C1 cV�U p O �� 3 U3 p 2 Ya Q p 0 .� �Q h Nv� uzQI 1 .02 Qv, 3Z�� �U°jJI�IU¢Z� 00 �u JQL�Z�QtiLn a0N h5� I�O�2.� OUP W C9~ tiZ I WtiQLn�W �¢ N 2 W W03 = J I Q y 2 LIQ M J� �'" N 2 h ti O O ZZ2 Z�� 2 Y �� � ,n N� I� pQOL�, �. ^Ln� V•�LOu O h'O + Qx -, 00>c� O �Omi;. "LSnU +kO.- N'�O..�W vUW2�¢UUWW NQ M¢^ �O�W O•t �ha2 pp0'J LSO 2 k W -W 2 W PRO CT + p 3 2 n �' + + J z V LNy U WYE WW ��QO �a __ ,'o I. BOUNDARY�a2 ¢ �hvhNCn a�°o '9 tn 9 3 " PLC) LINE Y PER DWG 13322 -G _ 5 PROJECT (W) (W) (W) (W) (W)' (W) ICJ) .1 W Vill W W W- W W BOUNDARY EXIS77NG 8" PVC WATER I ppE�R DWG. 9057 -1 io N °^° N C77?. OD` 4 +0 "1 5+00 GDS (S3 S) I C7R CUL -DE -SAC EXIS77NG 8 ", PVC SEWER. 3 �.. „r n ..A� ri: � ' �i,l : 5+72.94 ❑ CURB DATA TABLE NO. LENGTH BEARING -DELTA RADIUS REMARKS 1 179.75' N2'54'28 "E - 6" CURB & GUTTER 2 22.69' 43'20'30" 30.00' 6" CURB & GUTTER 3 167.56' 266'41'01" 36.00' 6" CURB & GUTTER 4 22.69' 43'20'30" 30.00' 6" CURB & GUTTER 5 179.75' N2'54'28 "E - 6" CURB & GUTTER O CENTERLINEDATA TABLE NO. LENGTH BEARING -DELTA RADIUS REMARKS 1 472.94' N2. 54'28 "E - 0 WATERLINE DATA TABLE (PUBLIC) NO. LENGTH BEARING -DELTA RADIUS REMARKS 1 4.00' N2'54'28 "E - 8" C900 DR14 PVC 2 4.00' N89'31'55 "W - 8" C900 DR14 PVC 3 155.33' N2'54'28 "E - 8" C900 DR14 PVC OFFSITE DRIVEWAYS ONSITE DRIVEWAYS PER SDRSD G -14A PER SDRSD G -14A NOT TO SCALE NOT TO SCALE PRIVATE SEWER LATERAL DATA PARCEL I h O SEWER STA77ON h O DROP AT MAIN h O IE AT R/W LEV AT R/W h O h O 3 h O 2 +55.42 JJ 1 44.50' I ILL, 196.35 1 J L'i Lti I J I J 2 +58.42 I ILL, Lu 58.20' 489.-89-7E 192.50 YES f 82;L 30 - I P0' + + Ih I � a v O W „� W o REMOVE EXIST. I � as 20 WIDE PUBLIC SEWER . . .. ... m ol � CURB, GUT7ER, PACIFIC VIEW LANE I EASEMENT PER PARCEL MAP � .. . W - - � W .- - - . 40' 60' PUBLIC STREET " 6" CURB & GUTTER , SCALE: 1" = 20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: 1 DRAWN BY: I CHECKED BY: B. R. n I B.R. of S DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD D1 1" = 20' h3 � /J./�t�[.c� -1 / ,r„-,� 10-14-143 �. V D! Bu I v- h ,` 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF BRUCE L. RICE DATE VERTICAL:1 " =8' /� - C�i/0!� R.C.E. 6I Tax NO.: 60676 ENCINITAS BOULEVARD AND WESTLAKE STREET. RECORD FROM: ROS 18416 ELEVATION: 182.995' SIDEWALK try- .. ° Q , N in SIDEWALK DATUM: NAVD88 4 tl�bi�A (, BRUCE L. RICE EXP.: 12 -31 -18 R/W ° RFVIFWFR INSPF- n SFNInR FNGINFFR 3' 8' 8' 3' 3' 10' 10' 3' 11' 11' f3' 13' DRIVEWAYDETAIL DRIVEWAYDETAIL OFFSITE DRIVEWAYS ONSITE DRIVEWAYS PER SDRSD G -14A PER SDRSD G -14A NOT TO SCALE NOT TO SCALE PRIVATE SEWER LATERAL DATA PARCEL I S77?EET/CDS STA77ON SEWER STA77ON AS -BUILT STA77ON DROP AT MAIN LENGTH IE AT R/W LEV AT R/W BACKFL0W PREVEN7ER SWR INVERT 3 5 +11.96 2 +55.42 .2-41' INz� 44.50' 188.00 /E 196.35 NO -l8f18- 4.96' 4 1 +33.94 COS 2 +58.42 1.36 58.20' 489.-89-7E 192.50 YES f 82;L 30 - t - -- i_ } { ^- Q 8" RWGV FLG x PO V43 P1 -C W wi � _ ¢ Ica W Lv EXIS77NG 8 PVC ¢ ¢I h W 3 a 2 N SEWER PER DWG W W I I S 0 3 ¢ (n Q J — Lo N � 9057 -I L" Ln " - } �g o`nir ='`U�. ac, 4'4 \� of v`ii WI I N a 3 III a - U t -_L -J - -i.—�" w W 3 i. a O " N C 4.4 ___._ _ it W a 2 o v ¢ o o I o I¢ U o U ati - 8x8 x8 FLG TEE W TH UW� W�'�W L'2 go L¢u.0 �',, mW °i 3p °� �' W coy 21�v¢i +� cn �� O 4.1 °x4.1'x4. 1' 17iRUSTBLOCK � �� wQ I 00h 2 YIac Q�� _ you oc,J� ZU W hUl Q', �Qloa UW� d L°V ¢ 1 W a , a WATER CONNECTIONDETAIL x PARCEL 1 W �Q z 3<p� �� ;' Noz N p I�� Q° Li � Q ¢ o Q� W a I Q I a n+ 2 I° U �0 3 Q N U NOT TO SCALE OZ¢ �3 C$�� !oQ y �O I �LWiI h a I� rn N , ¢ soo 2N �c Q: (6 INz� ¢ y ,QQpFESSlo ��p hJ H L uo pao� Qz �� ; I PARCEL Op S l� Z) o c� Lac LU NSW W� I P0' + + Ih I v O W „� W o REMOVE EXIST. I I 20 WIDE PUBLIC SEWER m ol � CURB, GUT7ER, PACIFIC VIEW LANE I EASEMENT PER PARCEL MAP PVMT. & SIDEWALK 20' 10' 0' 20' 40' 60' PUBLIC STREET SCALE: 1" = 20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: 1 DRAWN BY: I CHECKED BY: B. R. I A.V I B.R. DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD HORIZONTAL: 1" = 20' � /J./�t�[.c� -1 / ,r„-,� 10-14-143 PLANS PREPARED UNDER SUPERVISION DATE: OF Bu I v- C; ,` 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF BRUCE L. RICE DATE VERTICAL:1 " =8' /� - C�i/0!� R.C.E. 6I Tax NO.: 60676 ENCINITAS BOULEVARD AND WESTLAKE STREET. RECORD FROM: ROS 18416 ELEVATION: 182.995' Y�l� DATUM: NAVD88 tl�bi�A (, BRUCE L. RICE EXP.: 12 -31 -18 RFVIFWFR INSPF- n SFNInR FNGINFFR Civil 3£ `� 7367 � DWC MVP \ 1367 -1 9F -74, Auer 14, 20117 -- ,5 /s(..77 CONTRACTOR TO VERIFY EXIS77NG U77LITY LOCA77ONS & ELEVA77ON bN�, Inc. PRIOR TO CONS7RUC770N land planning, cMl engineedng, surveying CONSTRUCTION NOTE: 5115 AVENIDA ENCINAS WATER /SEWER LATERAL, FIRE HYDRANT, AND DRIVEWAY SUITE "L" STATIONS REFER TO LOCATION PERPENDICULAR TO THE CARLSBAD, CA. 92008 -4387 CENTERLINE ALIGNMENT OR CUL -DE -SAC (CDS) ALIGNMENT. (760) 931 -8700 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT )�7 E APPROVED: IMPROVEMENT PLAN FOR: �1 147 QUAIL DRIVE, ENCINITAS, CA 92024 ` LAND HOLDINGS, LLC fYUVVAK NK BELOCK 29 -17 -3� i/7 APN: 258 - 111 -18-00 6A 'I t: PLANNING CASE NO: 15 -292 TPM /CDP /DR L� 0.25 16111- :67 `ter 13322- J L ti h� soo 2N �c L ¢ y ,QQpFESSlo ��p hJ H L RICE NO. 60676 ?'8 Op S l� DRAWING NO. 13322- r J� Z 0 ZN WO hi 0 5 1Civf! 3D11367�DWG\IMP\ 1357- !A4P- C'6.dwq AUg 14, 2017 -