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2016-13122 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 -2792 OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1 -800 -422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF 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 DLLY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK. INCLUDING COMPACTION TESTS SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. B. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 730 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 NPOES 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 TRAVEI -ED 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 WOW HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. GENERAL RIGHT- OF-WAY NOTES (CONTINUED): 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. 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF,° IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS BUT MUST BE CONTINUALLY MAINTAINED. 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF, AFTER THE 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 SCOT SANDSTROM AT 858- 451 -8700, 24 HOURS A DAY. 2. EQUI PMEN T A ND WORKERS F OR EMERGE N C Y WO RK 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 GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 NOTES 6 DETAILS 3 MACKINNON DRIVE IMPROVEMENTS 4 ON -SITE SEWER 6 WATER IMPROVEMENTS 5 LANDSCAPE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK l DESCRIPTION: PT. 1047 CADT 11-DC LOCATION. • IN SIDEWALK OVER THE SE END OF THE NE ABUTMENT OF TIE MACKDOM AVE BRIDGE OVER 15 RECORD FROM: ROS 18416 ELEVATION: 231.691' - DATUM. NAVDBB STORMWATER POLLUTION CONTROL BAP 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 CO TRUC ION 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 NET 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 MATERIALS STORED N 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 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. DUPING OF UNUSED OR WASTE. PRODUCTS ON THE GROUNQ WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DIMPSTER 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. MN-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 STORMORAIN 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 DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 71,11010011 r0017A 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRLICTL43ES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS 6 ELECTRIC - SOGE - (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 ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK DN THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. P-D E:(760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. AREA DISTURBED: 4,346 SF IMPERVIOUS AREA PRIOR TO CONSTRUCTION 4,246 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 4,219 SF INCREASE IN IMPERVIOUS AREA: 0 SF IMPERVIOUS AREA REPLACED: 289 SF IMPERVIOUS AREA REMOVED.' 144 SF NEW IMPERVIOUS AREA: 116 SF OWNER NEW POINTE INVESTMENT 37 LLC 16880 WEST BERNARDO DRIVE, SUITE 230 SAN DIEGO, CA 92127 1412 MACKINNON AVE CARDIFF BY THE SEA, CA 92007 APN.• 260 - 182 -17 LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 10, 1881. PER GRANT DEED REC. 10121115 AS DOC 2015 - 0549219 OF O.R. VICINITY MAP OWNERS CERTIFICATE NOT TO SCALE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFER AND HOLD CITY AND CITY S OFFICERS, OFFICIALS EMPLOYEES AND AGENTS HARMLESS 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 ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE..��� ) - DATE..' '7 'NEW POINTE INVESTMENT 37, LLC 16880 WEST BERNARDO DRIVE. SUITE 230 SAN DIEGO, CA 92127 858 -451 -8700 SOILS ENGINEER S CERTIFICATE I, �; _ __ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINO'IP=*Y DOIHN;G� BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING MY AND STUDY OF DIRECTION ON Ln LLA_ CONDITIONS AND FOR ANVAUPDATEIONINT01.5 ONE zSITE WAS MADE COMPLETES 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 INCORPORATED IN THE GRADING PLANS SPECIFICATIONS. v - 7 L-1/7 EFFRE'( "A. "CE}Ei DATE EXP. DATE. ;GdWlq L T dEQ%51 DATE CEG EXP. DATE'3�° /31 /)q b%*• U::Ep, Cc CFF>JRCgt SOL%moMS. me. , 483 C4A,%9+0,TE v4NvE)Qt1C,% `E e6hfolRo, lip 00M 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 ENGINEERS TRADE ORPROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITA! IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATIO 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 PERFORIMF7 TH"NGINEER. SIGNATURE.' PASCO LARET SUITER 6 ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92074 (858)259 -8212 RCE EXPIRES. • 12 -31 -17 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.82121 ffa 858.255.4812 ( plaaenglneeringxonn DATE° -7'Z , Ii No. 71651 Exp. 12/31/17 WDID# 9 37C 3 5 0 2 y5_ BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINT� BY HOA IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON _ eu7 tz AS DOC. d: t,0! - ?Jz A FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT W SDWD W14 -070 ICU OA M7A :.) H SI DATE SI DATE G DATE SIGN DATE SIGN DATE `a o Wpm SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. }tj HMA TLU PLANS PREPARED UNDER SUPERVISION OF REC ENDED: APPROVE PUBLIC IMPROVEMENT PLANS FOR' 3 :a HORIZONTAL: N/A ct ° �c` DATE Z� •1� - G/ 1412 MACIONNON AVE 13122-1 `' = W w VERTICAL: N/A BRIAN MICHAE RDOLINO DATE JE E Oh NEWPOINTEINVESTWW378L�C Qm R.C.E. NO.: 71651 APN: 280- 182 -17 ° z Q R IEWER I EC R SENIOR ENGINEER BRIAN MICHAEL DOLING EXP.: 12 -31 -17 DATE ! 11 DATE 7 -3/ 77 R�LANWING CASE NO. 14 -111 TMDB/OWCOP/EIA/PRO SHEET 1 OF 5 PLSA 1950 F E? CINITAS SANITARY /CARDIFF SANITATION DISTRICT SEWER NOTES: SDWD WATER NOTES FOR IMPROVEMENT PLANS: LERM THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE ThE ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS WORKS CONSTRUCTION 'GREENBOOK'. (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD AFTER THE DATE OF ACCEPTANCE. ITEM & STD. DWG. STDS SYMBOL QTY DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: EXISTING RIGHT -OF -WAY EASEMENTS OF RECORD 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN 1. TRENCH WIDTH SHALL BE PER SORSO NO. SP -02 LhLESS OTHERWISE NOTED. MINIMUM PIPE ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SAN DIEGO COUNTY HOLDER OF AN EASEMENT SEPARATION PER WAS W %01, 02, & 03. SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL SUBDIVISION BOUNDARY ❑1 FRO COUNTY HIGHWAY PURPOSES, RECORDED WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND LOT LINE MAY 3, 1948, DOCUMENT NO. 44510, OFFICIAL RECORDS. 2. PIPE AND BEDDING CONDITIONS: REMOVAL. EXISTING RIGHT -OF -WAY CENTERLINE _ STATE OF CALIFORNIA HOLDER OF CONVEYANCE FOR 2 (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314" CRUSHED ROCK BENEATH THE PIPE. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE- CONSTRUCTION FREEWAY PURPOSES RELINQUISHES ALL ABUTTER' RIGHTS, RECORDED NOVEMBER 30, 1961, DOCUMENT NO. 1961- 207222, (B) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12'MINIMUM ABOVE THE PIPE SHALL BE CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF EXISTING EDGE OF PAVEMENT OFFICIAL RECORDS. SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FFEE - DRAINING GRANDULAR MATERIAL HAVING A WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. SAND EQUIVALENT OR 30 OR BETTER. EXISTING WATER MAIN - -- -- W - - - - - -- LILLIAN L. WILCOX HOLDER OF AN EASEMENT FOR (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE ® PUBLIC ROADWAY PURPOSES RECORDED ABOVE THE PIPE SHALL BE 314" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY CONTRACTOR UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF EXISTING SEWER MAIN SEPTEMBER 11, 1946 DOCUMENT NO. 97441, WHERE PIPE INVERT GR40ES ARE 1% OR GREATER. THE ESTIMATED COST BY THE DEVELOPER. OFFICIAL RECORDS. PCC CURE & GUTTER SORSO G -2 27 LF 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP OF PIPE STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4" PCC SIDEWALK SDRSD G -7 161 SF SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. SAW GUT LINE 323 LF EASEMENTS - PROPOSED 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02. POURED IN 1 PUBLIC EASEMENT FOR PRIVATE PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH PROPOSED SEWER MAIN S 420 LF STREETS AND EMERGENCY VEHICLE ACCESS CITY ENGINEERS APPROVAL. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH RESIDENTIAL LOT. PROPOSED WATER MAIN C -900 (SASS 305 W 143 LF TO THE CITY OF ENCINITAS PER MAP 'S B. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF PROPOSED SEWER SERVICE SORSO SS -01 S 8 EA ® EMERGENCY VEHICLE ACCESS EASEMENT 5. THE CONSTRUCITON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02. LATERALS SAFETY FOR ALL TRENCH WORK. TO THE CITY OF ENCINITAS PER MAP SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. PROPOSED WATER SERVICE WS-09, WC -17 W 8 EA u 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS OR 7 ® WATERLINE EASEMENT TO THE SAN - 6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER FEET FROM FACE OF MRS WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. PROPOSED IRRIGATION SERVICE WS -01, WR -01 I O 1 EA DIEGUITO WATER DISTRICT PER MAP T SDRSD NO. SP -07. & BACKFLOW PREVENTER 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. PRIVATE DRAINAGE EASEMENT TO THE 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 4c- INCHES BELOW THE FINISHED GRADE. PROPOSED BLOWOFF WB -06 2 EA HOMEOWNERS ASSOCIATION PER MAP 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. PROPOSED MANUAL AIR RELEASE WA-07 2 EA PR %VATS OPEN SPACE EASEMENT FOR SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LIMES ARE PROPOSED THRUST BLOCK WT -01 ® 2 EA STORMWATER TREATMENT PURPOSES TO THE 9. FOR SEWER LATERAL TABLE, SEE SHEET INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR HOMEOWNERS ASSOCIATION PER MAP PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE PROPOSED SEWER MANHOLE SDRSD SM -02 ® 2 EA EASEMENT FOR PUBLIC SEWER AND ACCESS 10. 'AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 2° COLD MILL & AC OVERLAY GREEN BOOK 302 -5.2 i, v _v - 5922 SF *EASEMENT TO THE CITY OF ENCINITAS PER 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE MAP PRIOR TO ACCEPTANCE FOR PUBLIC USE. CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) a ; SPECIFICATIONS. DRIVEWAY SDRSD G -14A 245 SF 12. FILL AREAS MIST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE CITY 5 FIELD OPERATIONS DIVISION 48 HOURS IN 14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. PROPOSED RESILIENT WEDGE GATE VALVE WV -02 ® 3 EA ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. 15. APPROVAL OF THIS PLAN BY SAN DZEGUITO WATER DISTRICT DOES NOT CONSTITUTE A PHONE NO. 760 -633 -2770. 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 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES DEPARTMENT THIS PROJECT. FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN I.E., LINE CROSSINGS, LINE 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR APPROVAL OF THE AS- BUILTS. 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 16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSO SP -01, THE APPROPRIATE BURIED WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. UTILITY WARNING AND IDENTIFICATIN TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES' 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. OUTSIDE CITY OR COUNTY RIGHT -OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR ABA�VIgTIONS MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO ASSY ASSEMBLY CONNECTION TO THE SANITARY SEWER SYSTEM. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND BOP BOTTOM OF PIPE SAN DIEGO GAS AND ELECTRIC VAULTS. C &G CURB & GUTTER 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER CL CENTER LINE P P COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF 19. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. EX EXISTING 5' L 24' L _ 5' i t. PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION FH FIRE HYDRANT - EASEM94T TO PUBLIC EASEMENT FOR PRIVATE STREET & EASSIENT TO I FL HOME ONE INSPECTION. (SEE 500 - 1.1.5) 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER I SAN DIEGUITO ( EASEMENT TO SAN DIEGUITO WATER DISTRICT SAN DIEGUIfO HOA HOME OWNERS ASSOCIATION FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THETA IE INVERT ELEVATION IWATUA DISTRICTI � IWATER DISTRICT I 20. SEWER MANHOLE LINING: PROJECT. LT LEFT MAX MAXIMUM 12' 12' (A) NEW MANHOLES WITH 8 -10" DIAMETER SEWER MAINS. THE INSIDE OF THE SEWER 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES MH MANHOLE MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO MIN MINIMUM PROPOSED 3' CONC RIBS 500 -2.7 OF THE GAEENBOOK. COUNTY WASTE DIVISION. OC ON CENTER I GUTTER - 7.5" COQ OVER 6" (B) NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE PCC PORTLAND CEMENT CONCRETE I ' 3/4" CRUSHED ROCK °f SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH RIM RIM ELEVATION 500 -2.5 OF THE GREENBOOK. DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH PT RIGHT 1 0" HT 6716" 0" HT 6716" (C) EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT ROW RIGHT -OF -WAY PCC FLUSH CtXB PCC FLUSH CURB INSPECTED ANJ REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. STA STATION 2% EXISTING LINING FOR THAT MANHOLE, FOR MANHOLES WITHOUT ANY EXISTING LINING, THE USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLLCTION COUPLINGS FOR ALL RADII BETWEEN SW SIDEWALK INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL TC TOP OF CURB SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOP TOP OF PIPE EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORTH A CHORD. USE DEFLECTION TYP TYPICAL SOLID SETPAVERS A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED WATER METER WATER METER ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 BOX (TYP) PER PA" _P BOX (TYP) PER 21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S WAS WS -03 DETAIL p,HGP WAS WS -03 PROCESSING A CONSTRUCTION CHANGE AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. REPRESENTATIVE. PROPOSED 6° PVC 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE C-900 WATER MAIN PROPOSED 8" PVC PfJBLIC�- 22. MANHOLE FRAMES AND COVERS SHALL BE MACE IN THE USA OF HEAVY DUTY CAST -IRON USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT SEWER MAIN TYPE WITH A 36 -INCH OPENING. MANN-DLE COVER INSERTS SHALL BE 24 -INCH DIAMETER WITH JANUARY 4 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL LETTERING "CITY OF ENCINITAS" AND 'SEWER" SIMILAR TO WHAT IS INDICATED ON SORSO M -1. MATERIALS TO BE NO -LEAD BRASS PARTS. PRIVATE ACCESS - TYPICAL 1 rVi� ICAL SECTION 24. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE SCALE: ]" =5' 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. RAW 12 "XI2'X6" FG TEE I 30.0' ) VARIES EX. 12" ACP WATER MAIN W/ 2-12" G.V.S FG x P.O. JOINT RESTRAINT SYSTEM 1-6" G.V.S FG x P.O. PROJECT I 5.t 2' VARIES 12" PVC WATER MAIN & THWT BLOCK (24 SF) S�JE 2" BO 2" MA.R. JOINT RESTRAINT SYSTEM 05' EXISTM AC PAVEMENT 0.5' PER NB-06 PER WA-07 VARIES f2i M1M9 VARIES (2R' MIMO � � � EX. 12" ACP WATER MAIN IXISfi P'OC W W W W W w 57iJ19VALK TOIMf EXi57IMXx PCC U AMB EXISTING PCC; (�f1B AND Ll ROTER TO 1400IN GUTTER Tf1 RENAw r. 4' MIN TO NEXT JOINT 4' MIN TO NEXT JOINT TRANSITION OR REMOVE FULL OR REMOVE FILL COIFLING ENIISTiF>�i #?>" AC WATER MAIN PIPE SECTION PIPE SECTION 2" M.A.R. \ TO-BE = RER kY3 =29 TRANSITION PER WA -07 12" PVC WATER MAIN COIFLING PROPOSED 6" PVC8 C -90a CL -305 WATER MAIN TEE DETAIL @ MACKINNON MACKINNON AVE - TYPICAL SECTION NTS SCALE: 1"--5' CHANGE ND. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT TR ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. �� =17DESCRIPTIOR PT. 1047 caor 11 -DC PLANS PREPARED UNDER SUPERVISION OF REC NDED: APPROVED: PUBLIC IMPROVEMENT PLANS FOR. LOCATION.' IN SIDEWALK OVER THE SE END {.HORIZONTAL: N/A �� 1412 MACIGNNON AVE aF THE NE ABUTMENT OF THE � � �. � DATE: 7�2� .1'C _- �w _ �..��� 13122 -� MACKDOM AVE BRIDGE OVER 15 - JESS OWENS RECORD FROM: ROS 18416 VERTICAL: _ N/A BRIA EL A DOLING OAT R.C.E. NO.: 71651 NEW POINTE INVESTMENT 3T, LLC ELEVATION: 231.691 ' BRIAN MICHAEL ARDOLINO 12 -31 -17 APR. 260-1 a2-17 DATUM. NAVQ�$_ R VIEWER OR ENIOR ENGIN R EXP.: DATE -1 DATE 7 3/ /7 PLANNING CASE NVO: 14 -111 TMDB /OR /COP /ETA /PRD SHEET 2 OF J� PLSA 1950 F I I rat ul C4 SEE SHEET 4 FOR ON -SITE SEWER & WATER STA 88+45 �„ o.. REMOVE EX: PORTION °- AND DELIV! K BEHINO,_ I I(-WAY - _ f � "! �AT jFE SOUTH END OF PROJECT SITE CHORD /BEARING \ \ i �,°}, - - - -- - - -- -- L1 TO BE N01 '12'05'E -- -- ID l Ry \ \ \ N01 •12'05'E THE -- J- r FS 219 15 I - W/ EX. SEWER MI PER PLANS ! •" _+�. _ at ~ .:EY EX. UTIL XES TO REM 1 - , a V kl 1 INT SOUTH TO POLE Pl21112 Av ' �— J LQ \ ( ti F =... �. �" ^' iF4 218.62) (FL 217.78) m1, EX' AC PAVE N'. \ ( `' tP'�'�' �'` o�,''`a�NN, ti's.` vc� t, ` N 1 FRI 771E NDN77 cQi 1 ., U a l cv �\ 8 PROPERTY LI% 2" n �, � �( Y $ ti En L'LFB FETURN` i! PRO?05ED IRON �' . y tC I y v tY \ OCEAN, GREST Al PIPE W /'BRASS t� ^ ��;j TO THE SATISFi 537 $ a a y ; N \ \ \ 1, OF ThE CITY EI qq \ ca \, STA 87+49.431 y� y �i (L 1) 88+50 \N 00 40 39 1 152 23 ` if 8F+50 f s e STA +72,23 0 ' RT f - / LIMITS OF TRENCH / E7y�" SEWER MAIN EX�,, EWER MH PER 3524 -I f a g °� RESLFFACING (TYP) /� REMOVE 6 REPLACE T REMAIN f � / PER CITY OF ENCINITAS EX 8" SEWER IN f / / IM 220.30) STAACARO DETAIL EX AC PAVEMENT TO, BE � (g 213.65) / - .,F-cn STA BB +33.58 0.74' RT GROLM & OVERLAID TO BE LINED PER SEWER / J / SS Mi 01 PER SOg3D SM-02 ■ /�/ C FORA OF PROPS 7Q' NOTE 20 (C) a � RIM 218.27 I �IACMNNON AV f t SOUTH 06 PROPERTY INSTALL 6" PVC C -900 WATER MAIN - E- F_ IE 201.8 �7° / LINE TA THE SATI7ACTILN ' r �" En �i il! t TO BE LINED PER f l OF THE CITY ENGINEER y t SEWER NOTE 20(A) r EX 12" AC WATER MAIN f PER WO -77 -29 TRENCH RESURFACING 3C. a I W _ _ _ W _ W _ ' EX 8" SEWER MAIN PEP CITY OF ENCINITAS < , STANDARD c1ETAIL y / 4° w/ W W W w f - EX. �ECTRICAL L`� TO BE / STA 88+17.87 23.6' RT t - _ PER CRY UT PLAN 1 127d27t6" FG TEE ' _ — � _7 / W/ 2-12" G.V.S FG x P.O. 1-6°_GiFS ffi x P.f3: 1 -2" BO ASSEMBLIES t t 2-2" MAR ASSEWL — -- / SEE DETAIL_t c/i ch- - -- - -- _ DESCRIPTION APPROVED DATE S &.4-0 TION.' Tum., L:3Q►[y'.IkTi SCALE HORIZONTAL: 1 " =10' VERTICAL: 1 " =4' AS -BUILT i f i 4 4.cl'Ick 1 DATE: %- 'Lx•11 ARDOLINO DATE R.C.E. NO.: 71651 u'( BRIAN MICHA ARDOLINO EXP.: 12 -31 -17 ' OR WORI SENIOR ENGINEER t f� 0 1 wow— GRAPHIC SCALE 1' =10' 0 ^0 20 30 NGINEERING DIVISION APPROVALS REC NDEDL APPROV ' J , OWE DATE DATE '741 t 1 't � "! �AT jFE SOUTH END OF PROJECT SITE CHORD /BEARING \ \ � -- � L � a �, L1 TO BE N01 '12'05'E -- -- ID l Ry \ \ \ N01 •12'05'E THE -- \ STA 90+27.02 2.5' RT - W/ EX. SEWER MI PER PLANS WgR \ FOR IN CSO \ (RIM 2214. 7) \ (IE 201.02) 41 TO BE LINED PER 89+50 \ 80+00 } SEEER N07E 200 r. , t f� 0 1 wow— GRAPHIC SCALE 1' =10' 0 ^0 20 30 NGINEERING DIVISION APPROVALS REC NDEDL APPROV ' J , OWE DATE DATE '741 t 1 't 1 \ti Fm i O 5EWER DATA TABLE LINE i CHORD /BEARING RADIUS I COMMENTS L1 I N01 '12'05'E -- -- 8" PVC PUBLIC SEWER L2 1 N01 •12'05'E -- -- " " IJ/ - W/ W r 1 \ti Fm i O 5EWER DATA TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS L1 61.35' N01 '12'05'E -- -- 8" PVC PUBLIC SEWER L2 193.44' N01 •12'05'E -- -- " " C7Y OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR.' 1412 MACIONNON AVE 1 .3122 -1 NEW POINTE INVESTMENT 37, LLC APN: 152 -17 PLANNING CASE N0: 14 -111 TMDB /DR /COP /EIA /PRO SHEET 3 OF 5 PLEA 1950 F SEE SKEET 3 STA 87 +95.5 275' LT W -W r MACKBIM STA 88 +25.57= PVT. ST STA 1 +00.00 CONSTRUCT M -1Q STAMPED LS 8537 STA`00+99.16 8' RT SS 1 PER 5619SD SM-02 S 9 RIFF 218.27 IE ,?01.8 / 1 . l n SEE SHEET 3 GRAPHIC SCALE 1 " °10• 0 10 20 30 W S LOTS LINE w.... PVT _STREET TREE PER LA DSCAM I © r 1' WATER SERVI L3 A__2P55.51 8' LT ! -- 1' WATER SERVICE i BACKWATER VALVE REQ'D IPEI4 WAS WS-09, WC -17 1 1" WATER SERVICE - INSTALL L&O LS 8537 (TYP) SERVES LOT 6 PER WAS WS -O$ WC -17 4.5' I 208.3 2% 'STA I ,92 8' LT STA 00+76 50 B O � 215.0 -2", a W/ 6" Enn CAP 1� 4" PVC PER AS WB-06 SF T8 PER WT-01 3 1 +81.89 12'k12'k6" FG 7EE, 20.5' 5.6' - BACKFLOW PREVENTER 2% 214.1 N 215.0 N/ 2-12" G.V.S FG xl�flt NO " cd I � ( 202.22 20.5' 1-6" G,V.S FG x P 205.7 2% - l 212.0 1" DATER SERVICE _ _ - 1 2" BO ASSEMBLIES AND I" METER 1 ,, • 2 +11.32 WAS NS-01 � s m f " " MAR ASSEMBLY 211.5 6.0' 212.0 209.0 STA 2+63.85 8' RT ° 5 DETAIL SHEET 2 A E 2 +36.92 202.35 - - / 204.6 IE 202.46 209.0 4.4' -" TO BE LINED PER 209.0 YES I SEWER NOTE 20 (C) 6 6 2 +41.92 i 40.3' :L0 W -W r MACKBIM STA 88 +25.57= PVT. ST STA 1 +00.00 CONSTRUCT M -1Q STAMPED LS 8537 STA`00+99.16 8' RT SS 1 PER 5619SD SM-02 S 9 RIFF 218.27 IE ,?01.8 / 1 . l n SEE SHEET 3 GRAPHIC SCALE 1 " °10• 0 10 20 30 W S LOTS LINE w.... I CHORD /BEARING I © r 1' WATER SERVI L3 A__2P55.51 8' LT ! -- 1' WATER SERVICE i BACKWATER VALVE REQ'D IPEI4 WAS WS-09, WC -17 1 1" WATER SERVICE - INSTALL L&O LS 8537 (TYP) SERVES LOT 6 PER WAS WS -O$ WC -17 4.5' 6 LOTS 208.3 2% 'STA I ,92 8' LT 1 215.0 -2", a W/ 6" Enn CAP 1� 4" PVC PER AS WB-06 SF T8 PER WT-01 3 1 +81.89 I 20.5' 5.6' - BACKFLOW PREVENTER 2% 214.1 PER WAS WR-01 215.0 209.0 NO " 3 I � 2 +06.32 202.22 20.5' 3.1' 205.7 2% STA 2+59.92 8' LT l 212.0 1" DATER SERVICE _ _ - " AND I" METER 1 ,, • 2 +11.32 WAS NS-01 � s m I 2% 211.5 6.0' 212.0 209.0 STA 2+63.85 8' RT ° 5 PER SORSD SM-02 2 +36.92 202.35 4 RIM 209.00 / 204.6 IE 202.46 209.0 4.4' -" TO BE LINED PER 209.0 YES I SEWER NOTE 20 (C) 6 6 2 +41.92 i 40.3' :L0 j /pT J N I O 5El^ER DATA TABLE LINE TA 2+58.32 8' L I CHORD /BEARING I © r 1' WATER SERVI L3 - N89'55'55'E -- LOTS 8" PVC PUBLIC SEWER BACKWATER VALVE REQ'D TA 2+56 8 ` LT 1 1" WATER SERVICE - INSTALL L&O LS 8537 (TYP) 1 +76.89 PER WAS WS -O$ WC -17 4.5' SERVES LOT 8 O 5El^ER DATA TABLE LINE LENGTH I CHORD /BEARING RADIUS DELTA COMMENTS L3 164.69' N89'55'55'E -- -- 8" PVC PUBLIC SEWER WATER DATA TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS ELEV. AT PL SLOPE % GROUND ELEV. AT PL DEPTH BELOW PL PAD ELEV. FT. 6" PVC PUBLIC WATER EASEMENTS - PROPOSED 0 PUBLIC EASEMENT FOR PRIVATE STREETS AND EMERGENCY VEHICLE ACCESS TO THE CITY OF ENCINITAS PER MAP 0 EMERGENCY VEHICLE ACCESS EASEMENT TO THE CITY OF ENCINITAS PER MAP WATERLINE EASEMENT TO THE SAN DIEGUITO WATER DISTRICT PER MAP ® PRIVATE DRAINAGE EASEMENT TO THE HOMEOWNERS ASSOCIATION PER MAP © PRIVATE OPEN SPACE EASEMENT FOR STORMWATER TREATMENT PURPOSES TO THE HOMEOWNERS ASSOCIATION PER MAP 4 EASEMENT FOR PUBLIC SEWER AND ACCESS GRANTED TO THE CITY OF ENCINITAS PER MAP SEWER LATERAL TABLE SEQ NO. LOT NO. ST STA. OF LATERAL AT MAIN INVERT AT MAIN IE LENGTH OF LATERAL DROP TO MAIN ELEV. AT PL SLOPE % GROUND ELEV. AT PL DEPTH BELOW PL PAD ELEV. FT. UPSTREAM MH RIM ELEV. BACKWATER VALVE REQ'D REMARKS 1 2 1 +76.89 202.11 4.5' 6.1' 208.3 2% 214.3 6.0' 215.0 209.0 NO 4" PVC 2 3 1 +81.89 202.13 20.5' 5.6' 208.1 2% 214.1 6.0' 215.0 209.0 NO " 3 4 2 +06.32 202.22 20.5' 3.1' 205.7 2% 211.7 6.0' 212.0 209.0 NO " 4 1 2 +11.32 202.25 4.5° 3.2' 205.5 2% 211.5 6.0' 212.0 209.0 NO ° 5 5 2 +36.92 202.35 50.2' 1.2' 204.6 2% 209.0 4.4' 208.7 209.0 YES 6 6 2 +41.92 202.37 40.3' 1.2' 204.4 2% 208 °9 4.5' 208.7 209.0 YES 7 8 2 +46.92 202.39 30.9' 1.2' 204.2 2% 208.9 4.7' 208.7 209.0 YES 8 7 2 +51.92 202.41 26.5' 1.2' 204.1 2% 209.0 4.9' 208.7 209.0 YES " CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UtSlliNtU CY: 1 UHAWN bY: 1 L;HtGKtU dY: ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRNNING NO. _ _ 'l-t -1 DESCRIPTION. PT. 1047 CADT 11 DC PLANS PREPARED UNDER SUPERVIS.ZON OF RECO NOED APPROVED* PUBLIC IMPROVEMENT PLANS FOR 142 MACibNN ®NAVE �I LOCATION.* IN SIDEWALK OVER THE SE END - -- OF THE NE ABUTMENT OF THE HORIZONTAL: 1' ° =10" < DA C�- °g �� - �_ -- - == 3122 -I MACrcrnNON AVE BRmGE ovER r5 ��,"� -- .mss§ Owrvs - - NEW POINTE INVESTMENT 37 LLC RECORD FROM: ROS 18415 VERTICAL: 1"-4' BRI DOLING DATE R.C.E. NO.: _ 71651 � - -- APN: 280 -182 -17 ELEVATIOAt AV088 231.691 ' �O' l BRIAN MICHAEL ARDOLINO EXP.: 12 -31 -17 DATE? �71 7 DATE '-7-3-1 � 77 plA►�/DyG CASE N0: 14 -111 TMDB /DR /COP /EIA/PRD SHEET 4 OF 5 IEWER I PECTOR SENIOR ENGINEER PLSA 1950 f IRRIGATION PLAN APN 260 - 580 -01 1 I LOT 2 GROSS 4,073 SF NET 4,073 S�74 ,9 FF =215.7 PAD =215.0 1 –STORY AFFORDABLE UNIT PLAN: 2 –E LOT 3 GROSS 4,040 SF NET 4,040 SF F 215.7 27 A© =215.0 PLAN: 1 –C PAN- SEE OVERALL PROJECT SITE FOR P.O.C. IRRIGATION LEGEND SYMBOL 1/4 113112 F DESEIP110N MANUFACTURER/MODEL RAD PSI 1/4 1/3 1/2 F DETAIL PLANT SCHEDULE -PRIVATELY MAINTAINED TREES BOTANICAL NAME COMMON NAME 13 -I- MAGNOLIA GRANDIFLORA'ST. MARY' SOUTHERN MAGNOLIA f"t\ RHAPHIOLEPIS UMBELLATA YEDDA HAWTHORN AGAVE ATTENUATA AGAVE GROUNDCOVERS DIANELLA CAERULEA'LITTLE BECCA' TM LITTLE BECCA FLAX LILY FESTUCA OVINA GLAUCA BLUE SHEEP FESCUE LOMANDRA LONG IFOLIA 'BREEZE' DWARF MAT RUSH SIZE WUCOLS 15 GAL L 5 GAL L 1 GAL L 1 GAL L 1 GAL L QTY 0 13 3 18" o.c. 60 SQ FT 24" o.c. 65 SQ FT 24" o.c. 354 SQ FT PLANTING PLAN ('QRIVA-rE�) Underground Service Alert Call: TOLL FREE 1-800 227 -2600 = _ _ - -� -- - == TWO WORKING DAYS BEFORE YOU DIG 10 5 0 10 20 30 ( E N C 1 N 1 TAS , CA 92024 "CAUTION ": Remember that the USA Center notifies 760/479 -0644 FAX 760/479 -0645 only those utilities belonging to the center. There could be other utilities present at the work site. The center n r it will Inform you of whom they will notify. SCALE: 1 =10 —0 CHANGE DESCRIPTION APPRO ED DATE BENCHMARK SCALE BUILT DESIGNED JNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. i DESCRIPTION: PT. 1047 CADT 11 -DC PUBLIC IMPROVEMENT PLAN FOR: LOCATION:IN SIDEWALK OVER THE SE END �1 LA- PR PARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: OF THE NE ABUTMENT OF THE MACKINNON HORIZONTAL: 1" = X' �'�'I� DATE: /�-'��% 1412 MACKINNON AVE AVE BRIDGE' OVER 15 BRIAN MICHAEL ARDOLINO DATE J7 v ,G�//� NEW POINTE INVESTMENT 37, � LCi 13122' RECORD FROM: ROS 18416 VERTICAL: 1" = X' R.L.A. NO.: 3058 J E APN: 260- 182 -17 i ELEVATION: 231.691' A S P. BENEDETTI DATUM: NAVD88 R IEWER I ENIOR ENGINEER EXP.: 9/30/18 DATE ` DATE PLANNING CASE NO: 14 -111 TMDB /DR /CDP /EIA SHEET 5 OF 5 0 HUNTER / RZWS- 18 -25 -CV TREE BUBBLER N/A 30 - -- --- - -- 0.25 G / SHT. L -9 • HUNTER / MSBN -250 MULTI- STREAM BUBBLER N/A 30 0.25 - -- - -- 3 / SHT. L -7 DRIPPER LINE 18" NETAFIM / TLCV6 -1810 N/A 7 -70 0.61 D & I / SHT. L -9 SPACING -- -,,, - .,,, -,,,. -- - - - - -• HUNTER PLD HUNTER / PLD -06 -12 -100 N/A 15 -50 0,60 A / SHT. L -11 SYMBOL DESCRIPTION MANUFACTURER/MODEL REMARKS DETAIL MM 1" EX. WATER METER VERIFY SIZE IN FIELD ®mom BACKFLOW PREVENTOR FEBCO / 825YA -1.25 W/ PVR -1 INSTALL PER DISTRICT STANDARDS K / SHT. L -9 ®T LIQUID FERTILIZATION TANK EZ -FLO / EZ001 -CX W/ CBV -125 (BALL VALVE) INSTALL PER DETAIL A / SHT. L -10 ® AUTOMATIC CONTROLLER HUNTER / IC- 1801 -PL INDOOR WALL MOUNT CONTROLLER INSTALL IN THE GARAGE J / SHT. L -9 ® ET SENSOR HUNTER / SOLAR SYNC INSTALL (1) PER MANUF. RECOMM, ® HIGH FLOW SHUTOFF DEVICE HUNTER / FLOW - CLIK -FCT -158 INSTALL (1) PER MANUF. RECOMM, ® HOSE BIB CHAMPION/ HB -2 W/ VBH 3/4" SIZE MOUNT ON WOOD POST C / SHT. L -9 ® BALL VALVE KING BROG. B.T.U. INLINE SIZE\ BLOCKED TRUE UNION F / SHT. L -9 VALVE BOX CARSON 1320 B -13 OR EQUAL SEE SPEC. ® REMOTE CONTROL VALVE HUNTER /PGV - XXXG -FS SERIES SIZE AS SHOWN DRIP REMOTE CONTROL VALVE HUNTER /PGV - XXXG -FS SERIES SIZE AS SHOWN B / SHT. L -9 ® DRIP PRESSURE REGULATOR NETIFIM / PRV- 075HF35V2K INSTALL PER DETAIL DRIP SCREEN FILTER NETIFIM / TF075918 -100CV INSTALL PER DETAIL ■ DRIP LATERAL END FLUSH NETIFIM / TLFV -1 INSTALL PER DETAIL M / SHT. L -9 ® DRIP/LATERAL CONNECTION NETAFIM /TL050MA, MTP FITTINGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND DRIP TUBING CONTROL WIRE -14 GAUGE PAIGE / #14 GAUGE SEE SPEC. E / SHT. L -9 MAINLINE (PVC PIPE) CLASS03FOR 1 1 ' AND SMALLER 132" H 40. 2 " -2 1/2 "+ Z LS CLASS SEE LATERAL LINE (PVC PIPE) CLASS 200 PVC SEE SPECS. SLEEVE (PVC PIPE) SCH.80 PVC SLEEVE ® VEHICULAR PAVING 2 X OUTSIDE DIA. OF PIPE TO BE SLEEVED SCH. 40 PVC SLEEVE @ ELSEWHERE PLANT SCHEDULE -PRIVATELY MAINTAINED TREES BOTANICAL NAME COMMON NAME 13 -I- MAGNOLIA GRANDIFLORA'ST. MARY' SOUTHERN MAGNOLIA f"t\ RHAPHIOLEPIS UMBELLATA YEDDA HAWTHORN AGAVE ATTENUATA AGAVE GROUNDCOVERS DIANELLA CAERULEA'LITTLE BECCA' TM LITTLE BECCA FLAX LILY FESTUCA OVINA GLAUCA BLUE SHEEP FESCUE LOMANDRA LONG IFOLIA 'BREEZE' DWARF MAT RUSH SIZE WUCOLS 15 GAL L 5 GAL L 1 GAL L 1 GAL L 1 GAL L QTY 0 13 3 18" o.c. 60 SQ FT 24" o.c. 65 SQ FT 24" o.c. 354 SQ FT PLANTING PLAN ('QRIVA-rE�) Underground Service Alert Call: TOLL FREE 1-800 227 -2600 = _ _ - -� -- - == TWO WORKING DAYS BEFORE YOU DIG 10 5 0 10 20 30 ( E N C 1 N 1 TAS , CA 92024 "CAUTION ": Remember that the USA Center notifies 760/479 -0644 FAX 760/479 -0645 only those utilities belonging to the center. There could be other utilities present at the work site. The center n r it will Inform you of whom they will notify. SCALE: 1 =10 —0 CHANGE DESCRIPTION APPRO ED DATE BENCHMARK SCALE BUILT DESIGNED JNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. i DESCRIPTION: PT. 1047 CADT 11 -DC PUBLIC IMPROVEMENT PLAN FOR: LOCATION:IN SIDEWALK OVER THE SE END �1 LA- PR PARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: OF THE NE ABUTMENT OF THE MACKINNON HORIZONTAL: 1" = X' �'�'I� DATE: /�-'��% 1412 MACKINNON AVE AVE BRIDGE' OVER 15 BRIAN MICHAEL ARDOLINO DATE J7 v ,G�//� NEW POINTE INVESTMENT 37, � LCi 13122' RECORD FROM: ROS 18416 VERTICAL: 1" = X' R.L.A. NO.: 3058 J E APN: 260- 182 -17 i ELEVATION: 231.691' A S P. BENEDETTI DATUM: NAVD88 R IEWER I ENIOR ENGINEER EXP.: 9/30/18 DATE ` DATE PLANNING CASE NO: 14 -111 TMDB /DR /CDP /EIA SHEET 5 OF 5