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2016-13054-I (Plans)GENERAL NOTES 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CRY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CRY 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 PERMITT, 2 AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UITLMES AT i- 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 APPROPRIi7E CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT 70 AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE S47ISFACWN OF 7HE 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 CaVIROL 1S 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 MIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT 711E 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 CONSTRUCAON OF PERMITTED WORKS WITHIN THE CiTY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLEIE SET OF APPROVED PLANS THE PERMIT, PUNS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT S17E WHENEVER WORK IS IN PROGRESS. 6. PERMITTED WORKS SHAD- BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICARONS AND APPROVED PLANS, SUBJECT 70 INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACiiON 7ESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACWN IESIING SHALL BE BY THE PERMITTEE . CERiIRCAiION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. Z NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIORON 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. & NO WORK ON ANY PUBUC 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 DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON PRIME ARIER14LS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CRY'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 &,►, OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LAID? THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL 71MES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING iWO -WAY TRAFFIC, PERMITiEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEOWIE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SFALL INCLUDE THE USE OF A FULL-77ME FLAGMAN, 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT 70 NEAT LINES AND AC REPLACEMENT SHALL BE MADE 70 THE S41ISFACiiON OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE 13. OPEN TRENCH MUST BE &ACKFILLED AND CAPPED WITH AT LEAST 2' OF COLD MIX ASPHALT OR METAL PLATED ACCORDING 70 Ci7Y SPECIRCA71ONS 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 CRY'S STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF 7HE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING LATED SEPTEMBER 30, 1996. 15. TWO SACK SAND- CEMENT SLURRY 84CKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTIER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL 16. TWO SACK SAND-CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFlLL ON ALL LATERAL IXCAVA71ONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPEC70R DEEMS THE NATIVE MATERAL 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 SiREM VIOLATIONS WILL BE REFERRED FOR NPOES ENFORCEMENT AND PENALTIES 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPER47IONS OF IRIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPUCiNT USING THE LATEST EDITION OF STATE DEPARTMENT OF MNSPORTA71ON SPECIFICATIONS FOR PAINT, ALL TO THE S47ISFAOON OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM 70 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCRON, LA7EST EDITION, SECTION 201, AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATNE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE NO[ MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHILL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO 7RAFF7C BY BRIDGING OR BACKRILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS WD 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 DIRECTOR OF ENGINEERING SERVICES. 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 URURES SHAD. MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEK477ON FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES 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 70 TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES 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, INJURING OR LOOSENING THE SURFACE 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER U41V?14LS FROM BECOMING A NUISANCE OR ANNOYANCE. GENERAL NOTES CONTINUED... 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER 84CKFIWNG AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE LIACKnu MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 3G 1996, AND THE REMOVAL OF OBSMUCTON(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERW, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, 0BS7RUC710N, OR CONSTRUCTON OPERATIONS, ALL TO 7HE S471SF4CWN OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. 774E DIRECTOR OF ENGINEERING SERVICES MAY AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERNMEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MARRAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS BUT MUST BE CONTINUALLY MAINTAINED. 28. WHERE THE PAVEMENT, EXCEPT PORi MD 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 STRUCIURAL SEC710N, 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 INSPEC70R. 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 DIRECTOR OF ENGINEERING SERVICES HAS ELECiED 70 DO SUCH RESURFACING OR REPAIRING THE DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE 7HE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH 7HE 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 DIRECTOR OF ENGINEERING SERVICES ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DiRECRONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, AGING AS 774E DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUIS17E THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND IWERMEOVITE BORE PITS MAY BE REWIRED. 32. ALL SUBSURFACE UTILITIES SfI1LL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, 7MVERSING SIGNAUZED INiERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN. 33 PAVEMENT CUTS IN SiREELS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY, FOR V10LA71ON OF PERMIT CONDITIONS, OR FOR THE CREA77ON OF A NUISANCE; ALL UPON NOTICE GIVEN BY THE DIRECTOR OF ENGINEERING SERVICE'S OR HiS AUTHORIZED REPRESENTATIVE IN THE EVENT OF SUCH REVOCATION APPLICANT SHALL IMMED147ELY CEASE ALL OPERATIONS AND RESTORE CITY RIGHT -OF -WAY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE AFTER NOTIFICATION, CiTY MAY TAKE FULL POSSESSION OF THE AREA. APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED, IN THE EVENT THE CITY HAS TO RESTORE CITY PROPERTY OR REMOVE ANY ITEMS INSTALLED BY THE APPLICANT. 35. IRIS PERMIT MAY BECOME VOID IN THE EVENT 774E USE PERMITTED IS NOT STARTED WITHIN SIXTY (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE PERMITTED USE IS ABANDONED FOR A PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION HAS BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT AND PAY ADDITIONAL FEES. UPON COMMENCEMENT OF WORK, ALL OPERARONS INCLUDING CLEANUP AND RESTORATION OF CITY RIGHT -OF -WAY, SHALL BE COMPLETED WITHIN THE TIME LIMIT SPECIFIED BY THE PERMIT. 36. THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINTAS AND ALL iTS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL LABILITiES, JUDGMENTS, COSTS AND EXPENSES, WHICH MAY IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE ISSUE OF THIS PERMIT OR ANY WORK PERFORMED IN CONSEQUENCE THEREOF. 37. THE PERMITTEE GUARANTEES ALL WORK CON57RUC7ED, INSTALLED AND EFFECTED UNDER THIS PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ANY REPAIRS REQUIRED DURING THE GUARANTEE PERIOD SHALL BE MADE AT THE EXPENSE OF 771E PERMIiTEE. AT THE OP17ON OF 771E DIRECTOR OF ENGINEERING SERVICES REPAIR WORK MAY BE PERFORMED BY EITHER THE PERMITTEE OR THE CITY. 38. PERM6i1EE HAS READ, UNDERSTANDS AND AGREES 70 COMPLY WITH ALL CONS7RUCT10N PERMIT PROVISIONS AND STANDARD CONDMONS 39. AWG NO 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW /PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. WHERE BURIED SPUCES OCCUR, USE AN ELECTRICAL SPLICING KIT CONSISTING OF A BRASS SPLIT BOLT CONNECTOR, MOLD, AND A TWO PART ENCAPSULATING EPDXY RESIGN SUCH AS SC07CHCAST, OR DISTRICT APPROVED EQUAL EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRYAN BINNEY AT (858) 526 -6529, 24 HOURS A DAY. Z 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 i AT CONVENI LOCATIONS TO FACILITATE RAPID CONSTRUCRON 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 SA71SFACWN OF THE CITY ENGINEER AFTER EACH RUN -OFT PRODUCING RAINFALL 5. THE CONiRACiDR 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 Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHAD. 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 RENO AFTER EACH RAINFALL OWNER'S STATEMENT FOR SWPPP PROJECTS IN THE CASE IN WHiCH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN AMMONAL CERTIFICATION WILL BE REQUIRED. THE OWNER / DEVELOPER SHALL EXECUTE STATEMENT BELOW. DEVELOPMENT OF THiS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF SiORMWAiER RUNOFF ASSOCIATED WITH CONSTRUCTION ACRVTY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N01) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDiTTON, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 13054 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.67 OF SWRCB NO. R9- 2009 -0001 rr PRINTED NAME OF ABOVE PERSONI 2% �1 COMPANY. SHEA LIM17ED PARMASHIP NOTIFICATIONS i. 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 PR07ECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UlIU17ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 753 -0155 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 CI7Y ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. J. THE CONTRACTOR SHILL 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 BMPNOTES RELATIVE TO CONSTRUCTIONACTIVITIES 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 STORMOYATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHAD. POST A SIGN DESIGN47ING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSIRUCiiON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SI7E IRIS 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 CONSIRUC17ON VEHICLES PARKING VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHAD. BE MADE OFF -SITE EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACE'S ESPECIALLY SHALL BE PR07ECIED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MIS ADEQUATE GROUND COVER VEGETARON, AND BONDED FIBER MATRIX. NO IXCVARON 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 IXISi7NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AMID UNNECESSARY REMOVAL OF THE M47URAL 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 CROSSES 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 -S17E. STOCKPILES MAY INCLUDE SOIL, PARING M47INALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER SiORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHAD. 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 CONSiRUC77ON IN THE CITE' OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE 70 EVERYONE WORKING ON SIZE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONR4C7ORS ABOUT SiORMWAiER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTE MANAGEMENT CONM4CiOR 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 DUMPSIER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSiERS 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 CONSTRUCRON MATERIALS, INCLUDING SOLVENTS, WATER -84SED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED . NON- RECYCLABLE AWERALS MUST BE TAKEN TO AN APPROPRI47E LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MAMMAL, GALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMMERS GALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCUNG RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDR41N. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SI7E FOR MORE INFORMATION ON SiORMWAiER POLLUTION CONTROL MEASURES AND REQUIREMENT'S PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. ABBREVIATION LEGEND BS = BOTTOM OF STAIR ELEVATION BW = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FIG = FINISHED GRADE FL = FLOW LINE FT = FINISHED FLOOR GF = GARAGE FACE IE = INVERT ELEVATION TG = TOP OF GRATE ELEVATION TIN = TOP OF WALL ELEVATION FIELD OPERATIONS OWNER SHEA HOMES LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92121 A.P.N.: 256 -122 -45, -46, -48, -49, & -53 PERMITTEE SHEA HOMES LIMBED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92121 SITE ADDRESS: 710 / 712 CLARK AVENUE LEGAL DESCRIPTION ENCINITAS CA 92024 PARCEL 1: (APN 256 - 122- 46 -00) LOT 9 IN BLOCK 1 OF AVOCADO ACRES, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1791, FILED IN 7HE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 1924. PARCEL 2: (APN: 256- 122- 53 -00) LOT 10 IN BLOCK 1 OF AVOCADO ACRE'S, IN THE COUNTY OF SAN DIEGO, STATE OF GVJFORNA, ACCORDING TO MAP THEREOF NO. 1791, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 1924. EXCEPTING THEREFROM THAT PORTION OF SAID LAND DESCRIBED IN GRANT DEED RECORDED JANUARY 15, 1963 AS INSTRUMENT NO. 8289 OF OFFICIAL RECORDS; TOGETHER WII74: THAT PORTION OF LOT 21, IN BLOCK 1 OF AVOCADO ACRES, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1791, FILED IN THE OFFICE OF THE COUNTY RECORDED OF SAN DIEGO COUNTY, APRIL 29, 1924, LYING EASTERLY OF THE FOLLOWING DESCRIBED COURSE (3): BEGINNING AT THE NORTHEAST CORNER OF LOT 25 IN SAID BLOCK 1 OF AVD(ADO ACRES, SAID NORTHEAST CORNER BEiNG AT COORDINATES Y= 326,887.78 FEET AND X= 1,681, 670.87 FEET; THENCE ALONG 7HE FOLLOWING NUMBERED COURSES: (1) ALONG THE NORTHERLY LINE OF SAID LOT 25, NORTH 89 DEGREES 28' 48" WEST, 2OZ47 FEET; (2) LEAVING SAID NORTHERLY UNE, NORTH 16 DEGREES 30' 44" WEST, 155.46 FEET- (3) NORTH 10 DEGREES 18' 42" WEST, 601.02 FEET TO A POINT WHICH BEARS NORTH 76 DEGREES 21' DO" EAST, 150.00 FEET FROM THE ENGINEER'S STATION 'A" 1608 +00 P.O.T., ROAD 11 -SD -5, OF THE DEPARTMENT OF PUBLIC WORKS' SURVEY OF 1959, BETWEEN ENCINTAS AND ROUTE 78. PARCEL 3: (ANN'S: 256- 122 -48 -00 AND 256 - 122- 49 -00) LOT i 1 IN BLOCK 1 OF AVOCADO ACRES IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING 70 MAP THEREOF NO. 1791, FLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 1924. EXCEPTING THEREFROM THAT PORTION OF SAID LAND DESCRIBED IN GRANT DEED RECORDED JANUARY 15, 1963 AS INS71TUMENT NO. 8289 OF OFFICIAL RECORDS. PARCEL 4: (APN. 256 - 122- 45 -00) PARCEL A AS SHOWN ON CERTIFICATE OF COMPLIANCE, AS EVIDENCED BY DOCUMENT RECORDED AUGUST Z 2017 AS INSTRUMENT NO. 2017 - 0349845 OF OFFICIAL RECORDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 20 IN BLOCK 1 OF AVOCADO ACRES, IN THE CiTY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1791, FiLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 1924, LYING EASTERLY OF THE EASTERLY LINE OF PARCEL 2 OF THAT GRANT DEED RECORDED JANUARY 15, 1963 AS FILE NO. 8289, OF OFFICIAL RECORDS, DESCRIBED MORE PARTICULARLY AS FOLLOWS. BEGINNING AT A POINT ON THE NORTHERLY LINE OF SAID LOT 20, DISTANT ALONG THE NORTHERLY LINE OF SAID LOT NORTH 8928'48' WEST 49.70 FEET FROM THE NORTHEASTERLY CORNER OF SAID LOT 20, SAID POINT BEING THE NORTHEASTERLY CORNER OF THE LAND DESCRIBED iN PARCEL 2 OF SAID D® RECORDED JANUARY 15, 1963 AS FILE NO 8289, OF OFFICIAL RECORDS: THENCE ALONG THE FOLLOWING FOUR (4) NUMBERED COURSES: (i) SOUTH 892848° EAST 49.70 FEET ALONG SAID NORTHERLY LINE OF LOT 20 TO THE NORTHEASTERLY CORNER THEREOF,• (2) SOUTH 05'1642' WEST 120.44 FEE( ALONG THE EASTERLY LINE OF SAID LOT 20 70 THE SOUTHEASTERLY CORNER THEREOF- (3) NORTH 8928'48' WEST 16.75 FEET ALONG THE SOUTHERLY LINE OF SAID LOT 20 TO THE SOUTHEASTERLY CORNER OF THE LAND DESCRIBED iN PARCEL 2 OF SAID DEED; (4) NORTH 10'1842' WEST 122.20 FEET ALONG THE EASTERLY LINE OF THE LAND DESCRIBED IN SAID DEED IV THE POINT OF BEGINNING. SOILS ENGINEER'S CERTIFICATE 1 JEFFERY A. CHANEY 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 JULY 5, 2015 AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THiS STUDY, WiIN MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE; I HAVE REVIEWED THESE GRADING PLANS AND CER7iFY THAT RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCA D Aj E 1?40 PLANS AND SPECIFICATIONS SIGNED. QPOFESS /o t RCE NO.: EXP. DATE o / JOB /: O `� m ,�„ No. 2314 m ADVANCED GE07ECHNICAL SOLUTIONS, INC. c M 9707 VAPLES STREET, SUITE 150 SAN DIEGO, CA 92121 (619) 708 -1649 CALfoP� THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHAD. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER 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 CRY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPAC17Y AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEiERMIHARON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFiCIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES 70 INDEMNIFY AND HOLD HARMLESS THE CRY OF ENCINITAS AND iTS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACAS 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. QROFESS /ONq ME G LAW 'ON DATE y RCE NO. 80356 No. 80356 PASCO LARET SUITER & ASSOC147ES cl� Exp. 12/31/18 535 N. HIGHWAY 101, SUI7E A SOLANA BEACH CA, 92075 rT CIVI\- PH. (858)- 259 -8212 qTF Or no \E SHEET INDEX SHEET 1 - 777LE SHEET 2 - NOTES / DETAILS SHEET 3 - CLARK AVENUE SHEET 4 - PRIVATE ROAD SHEETS - PUEBLA STREET LEGEND: THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT REURE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. CHANGE NO. ITEM & STD. DWG. STDS SYMBOL SUBDIVISION BOUNDARY (EXISTING) BENCHMARK CENTERLINE OF ROAD — PROPERTY LINE / RIGHT -OF -WAY DRAWN BY: CHECKED BY: INSTALL 8' SEWER MAIN STIR 35 —S — — INSTALL 8' WATER MAN WAS WP -01, WP -02 CUSS 305 — W — — CONSTRUCT 60' SEWER MANHOLE SDRSD SM -02 INSTALL 4' SEWER LATERAL SDRSD SS -01 S— �$ INSTALL 1' DUAL DOMESTIC WS -09, WC -17 WQ WATER SERVICE AND METER EXISTING WATER MAIN (SIZE PER PLAN) W EXISTING OVERHEAD U71UIIES — (0 H - E- — EXISTING SEWER MAIN (SIZE PER PLAN) S EXISTING SEWER MANHOLE PROPOSED EASEMENT — DUSTING EASEMENT PROPOSED CONTOUR 100-- AC PAVEMENT (PER PLAN) PERVIOUS PAVERS (PER PLAN) rT PCC PAVEMENT (PER PLAN) TRENCH RESURFACING SDRSD G -244 6' PCC CURB & GUTTER SDRSD G -2 6' X 22' PCC CURB LIMIT OF GRIND AND OVERLAY OWNER'S CERTIFICATE F (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 1 (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CRY AND CITYS OFFICERS OFFICALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CAMS, DEMANDS, CAUSES OF ACTIONS LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE iHEREOF, 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 OFFICALS 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 IN THE PRIVATE PROPERTY OR PUBUC EASEMENTS. SIGHANRE• DATE 1211111 7 PRINT NAME Sarah r 0or re_0 SHEA HOMES LIMITED PARTNERSHIP 9990 MESA RiM ROAD SAN DIEGO, CA 92121 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 plaaengineering.com PLANNING AND BUILDING I PARKS AND RECREATION 9 -zF OF r -r DATE SIGN DATE SIGN DATE NTS BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON 12�12Jl7 AS DOC. #: 2011 - 0578011 SAN DIEGUITO WATER DISTRICT SDWD W16 -110 GN DATE ENCINITAS FIRE DEPARTMENT m PLSA 2186 -03 u') 0 N rn Q U Ww, Qm00 U z m OJ^ QOLO X Lu � L < (n N w Lo09 oo 04 N O =� CQZ00 LO < c) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT D G DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC "l34WC6S1" LOCATION SDWK IN SE QUAD LEUCADIA BLVD RECORD FROM' ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 HORIZONTAL: NIA VERTICAL: N/A PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 80356 TYLER G LAWSON EXP.: .: 12 -31 -18 RECD ENDED APPROVED: 11�,- S OWAK CNRI5T0 EQ NAGO� a' /I(-/r 'P—.20-2409 Dom DATE IMPROVEMENT PLAN FOR 710 CLARK AVENUE APN: 256- 122 -45, -46, -48, -49 & -53 PLANNING CASE NO: 15 -064 TMDB /DR /CDP /MND 13054 -1 — TYLER G LAWSON DATE — SHEET 1 OF 5 RF \ /IF\ FR INSPF(: I ()R SFNInR FN(; INFFR PLSA 2186 -03 u') 0 N rn Q U Ww, Qm00 U z m OJ^ QOLO X Lu � L < (n N w Lo09 oo 04 N O =� CQZ00 LO < c) ENCINITAS SANITARY /CARDIFF SANITATION DISTRICT SEWER NOTES: ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION `GREENBOOK, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS M-01, 02, & 03. 2 PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF %" CRUSHED ROCK BENEATH THE PIPE (B) VC.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE Y4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02• POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC OUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL. 5. THE CONSTRUCTTON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP -07. 7 ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLE, SEE SHEETS 3 -5. 10. AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE 12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 13. 7HE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND WSPEC71ON OF PROJECT. PHONE NO. 760 - 633 -2770. 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS- BUILTS 16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE BURIED UTILITY WARNING AND IDEN77FICATIN TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED W17HIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500 - 1.1.5) 20. SEWER MANHOLE LINING (A) NEW MANHOLES WITH 8 -10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. (B) NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED 1177H INTEGRALLY LOCKING PVC LINING PER SEC71ON 500 -2.5 OF THE GREENBOOK. (C) EXISTING MANHOLES. ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT MANHOLE, FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PR07EC77VE LINING SYSTEM PER SECTION 500 -27 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21. NO ADD177ONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. 22. MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -IRON TYPE K17H A 36 -INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24 -INCH DIAMETER K17H LETTERING 'CITY OF ENCINITAS" AND `SEWER" SIMILAR TO WHAT IS INDICATED ON SDRSD M -1. 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. 2.7HE 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 REJEC71ON AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE- CONSTRUC7ION 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 ELEVA71ONS 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. Z CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDEN77AL LOT. &CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9.INSTALL FIRE HYDRANTS 25 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 SAN DIEGUITO WATER DISTRICT NOTES (CONTINUED 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES 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. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS7ITU7E 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, LE, LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U77LITY CROSSINGS W17HIN 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 SA71SFACTION 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. U77LI71ES 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 DOCUMENTA77ON 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 COMBINA77ONS 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 K17H DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLEC77ON 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 DEFLEC7ION 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 DISTRICTS REPRESENTATIVE. 13. 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. 14. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED K17H CATHODIC PR07EC77ON IN ACCORDANCE WITH WC -17 OR WC -18. 15. 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. TRANSITION EXISTING 8" PVC COUPLING WATER MAIN PER PERMEABLE PAVERS ORCO AQUA -BRIO OR APPROVED EQUAL 4" BASE COURSE LAYER J" TO J" CRUSHED ROCK AGGREGATE 6" SUB BASE COURSE LAYER 4" ANGULAR CRUSHED ROCK VARIES 20.0' j ILL OPENINGS IN 'AVER UNITS WITH j 1 13.5' 6.0' 4.5' TO 3 /s" AGGREGATE 1 PCC C &G PER I SDRSD G -2 1 2" GRIND AND 2" BEDDING COURSE OVERLAY LAYER J" TO AGGREGATE r NOTE NO LINER OR FILTER FABRIC IS TO BE USED. PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. PERVIOUS PAVERS TYPICAL DETAIL SDWD 1992 -17 -WO g 0' R 8" PVC GENERAL UTILITY EASEMENT 8" FLxPO GV z WATER MAIN 4 1.5' , 6.5' i 2" BLOW OFF ASSEMBLY 8" FLxPO GV PUBLIC PARKING EASEMENT d 1' 2' PER WAS WB -06 DESCRIPTION j DATE 8" PVC WATER SCALE 8 "x8 "x8" FLG - W ENGINEERING DIVISION APPROVALS TEE W/ THRUST DRAWING NO. BLOCK SF MIN) PER WT -01 -01 _ HORIZONTAL: 1"=20' 20' VERTICAL: N/A 8" FLxFL GV � >� EXISTING 8" GV -- TO BE REMOVED -- -- TRANSITION - - - -- COUPLING EXISTING 8" PVC TYLER G LAWSON DATE WATER MAIN PER - - -- - SDWD 1992 -17 -WO WATER MAIN CONNECTION DETAIL NOT TO SCALE 2" MAR ASSEMBLY END CAP AND THRUST PER WAS WA -07 BLOCK (4.5 SF MIN) PER WT -01 W -W- - I-- -I 2 MIN � PROPOSED 4" PVC WATER MAIN WATER MAIN END CAP DETAIL NOT TO SCALE r� PERVIOUS PAVERS PER DETAIL THIS SHEET 8 3X 10.13 ' I I } 8.3% j 16 Q T GUTTER LINE 22" 6» 1 (-'- MODIFIED PCC G -1 CURB NOT TO SCALE NOT TO SCALE 4" AC OVER 6" THICK 6" CLASS 11 AB DEEPENED EDGE 6" THICK PCC RIBBON GUTTER TYPICAL SECTION- RIBBON GUTTER NOT TO SCALE REFER TO PLANTING PLAN SHEETS 9 -11 OF 13054 -G AND SEPARATE LANDSCAPE PLAN FOR L &I IN THE BMP LANDSCAPED AREA 1^ N 0 ad A ui GENERAL UTILITY EASEMENT / B DRAINAGE / FLOWAGE EASEMENT 2:1 MAX \ Nt VARIES p RtPLA +- + + + -F + + + + + )/ 12 6" X 22" MODIFIED PCC G -1 CURB PER DETAIL THIS SHEET 0 6" THICK DEEPENED EDGE NOT TO SCALE CONTRACTOR SHALL ENSURE EXISTING EXISTING CROWN PCC C &G FULL WIDTH IMPROVEMENTS. INSTALL ADDITIONAL 4" AC OVER OF ROAD TO REMAIN CLASS I/ BASE AS NECESSARY TO CONSTRUCT PCC C &G TYPICAL SECTION GRIND AND OVERLAY NOT TO SCALE PERVIOUS PAVERS PER DETAIL THIS SHEET NOT TO SCALE PLANTING GROUND COVER TO BE FOOTHILL SEDGE PER LANDSCAPE PLAN 1' VARIES PER PLAN 2' 2' 0.5' 1.01 VAf ?• l d 2'•� _ 7 LEVEL SURFACE I 11 1 14 GENERAL UTILITY EASEMENT / DRAINAGE / FLOWAGE EASEMENT 6" X 22" MODIFIED PCC G -1 CURB PER DETAIL THIS SHEET 6" PCC C &G PER SDRSD G -2 /-- PL /ROW 6" X 22" MODIFIED PCC G -1 CURB PER DETAIL THIS SHEET PERVIOUS PAVERS PER DETAIL THIS SHEET - - -- - - L12" MIN. ` J v ENGINEERED SOIL SECTION A -A *SEE NOTE BELOW NOT TO SCALE -PARKING PER DETAIL THIS SHEET * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAT 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. .n VARIES Q 1' -0.5' 6" PCC C &G s a FG > FL BEYOND { 2% (TYP) FL -III -1 COBBLE OR y RIVER ROCK L1 (- FINISH GRADE PER PLAN SECTION B -B NOT TO SCALE G No. 80356 Exp. 12/31 /18 \sTA_ CrvW�/ & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 ft 858.259.4812 W plaaengineering.com O CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE n �Yg d ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PARKING TYPICAL DETAIL NOT TO SCALE PLANTING GROUND COVER TO BE FOOTHILL SEDGE PER LANDSCAPE PLAN 1' VARIES PER PLAN 2' 2' 0.5' 1.01 VAf ?• l d 2'•� _ 7 LEVEL SURFACE I 11 1 14 GENERAL UTILITY EASEMENT / DRAINAGE / FLOWAGE EASEMENT 6" X 22" MODIFIED PCC G -1 CURB PER DETAIL THIS SHEET 6" PCC C &G PER SDRSD G -2 /-- PL /ROW 6" X 22" MODIFIED PCC G -1 CURB PER DETAIL THIS SHEET PERVIOUS PAVERS PER DETAIL THIS SHEET - - -- - - L12" MIN. ` J v ENGINEERED SOIL SECTION A -A *SEE NOTE BELOW NOT TO SCALE -PARKING PER DETAIL THIS SHEET * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAT 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. .n VARIES Q 1' -0.5' 6" PCC C &G s a FG > FL BEYOND { 2% (TYP) FL -III -1 COBBLE OR y RIVER ROCK L1 (- FINISH GRADE PER PLAN SECTION B -B NOT TO SCALE G No. 80356 Exp. 12/31 /18 \sTA_ CrvW�/ & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 ft 858.259.4812 W plaaengineering.com O CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED L3Y: UKAWN t3Y: C CcKtu tsv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC "134WCCS1" LOCATION: SDWK IN SE QUAD LEUCADIA BLVD RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 _ HORIZONTAL: 1"=20' 20' VERTICAL: N/A PLANS PREPARED UNDER SUPERVISION OF DATE: -� l/ /% R.C.E. NO.: 80356 l...ff �- f TYLER G LAWSON EXP.: 12 -31 -18 RECOMMENDED/' APPROVED: � ?d S N NOWAK CHRISTOP ER MAGODS1 q -1 "?`��b!$' DATE DATE IMPROVEMENT PLAN FOR: 710 CLARK AVENUE APN: 256- 122 -45, -46, -48, -49 & -53 PLANNING CASE NO: 15 -064 TMDB /DR /CDP /MND 13054 -1 -- - -- -- - -- - - - - - -- TYLER G LAWSON DATE - - -- - SHEET 2 OF 5 R VI ER IN PEC R SENIOR E �EER PLSA 2186 -03 0 N rn U U WIN, ED co U z rn O Q N a0LO Uw w U) U) N W o cli W C co a.. Lo TC= 170.75 FL=170.25 k- cl�lt '6< /11 i 0 IE 0 MAIN (TC= 171.95) 0 LENGTH MATCH EXISTING FG 0 PL DEPL P774 0 n IMPRO EXISTING CURB TO 50' A W 60 BE PROTECTED BE IN PLACE PCC CU�E 2.0% 178.2' TC-01.95 CONTRACTOR TO 2 20.0 161.20' REPAIR DAMAGED CLEANOUT 24.2' 2. OX CURB TO 10 INSTALL NEW CURB INSTALL NEW 6" SATISFACTION OF C11 FS=167.88 !I PCC CURB 26.5' 2.07. TC=16&46 14.0' F5=167.96 FS=16782 10 CL (FG=16&2O) 5. 16 .40 --17U90 TC= 170.93 FL=16745 05-18'48- F S= 170. 40 FL= 170.43 EXISTING FIRE =168.00 6= FS= 168. 0 I IEXlST7NG POWER 25.00' 1'80) TC= 170.75 FL=170.25 k- cl�lt '6< /11 i 0 IE 0 MAIN TC= 170. 0 LENGTH 1 FS--1 41 FG 0 PL DEPL P774 0 (FG= 17 1 EXISTING CURB TO 50' A W 60 BE PROTECTED BE IN PLACE PCC CU�E 2.0% 178.2' 10.8, 178.0 2 STORM DRAIN 161.20' 162.88' CLEANOUT 24.2' 2. OX 176.1' 13.2' INSTALL NEW CURB 3 i RAMP PER SORSO FS=167.88 G-29 TYPEIC 1.20' 26.5' 2.07. TC=16&46 14.0' F5=167.96 FS=16782 10 CL (FG=16&2O) (1350-D) 16 .40 TC=16Z95 FS=167.90 FL=16745 05-18'48- ROW 118- EXISTING FIRE =168.00 4 - rHYDRANT TO' REMAIN FS= 168. 0 I IEXlST7NG POWER 25.00' ,.>r- POLE TO REMAIN DETAIL - PEDESTRIAN RAMP NE CORNER OF CLARK AVE AND PUEBLA ST SCALE. • 1" = 10' W*ERLA7ERAL TABLE LOT STATION IE 0 MAIN IE @ PL To DROP MAIN LENGTH SLOPE FG 0 PL DEPL P774 0 PAD EL 1 PVT RD 13+18.32 165.79' 167.42' 1.20' 21.4' 2.0% 178.2' 10.8, 178.0 2 JPVT RD 12+30.84 161.20' 162.88' 1.20' 24.2' 2. OX 176.1' 13.2' 175.0 3 JPVT RD 11+60.421 157.50' 159.23' 1.20' 26.5' 2.07. 173.2' 14.0' 174.0 Q pmm Slaw aqm DATA TAKE LENGTH CHORD/BEARING RADIUS DELTA LINE LENGTH L1 BEARING 33.82' N 05*18'48" E REMARKS - 6" PCC G-2 CURB & GU TIER 2.54' N 8441'12" W 18" RCP CL /// (1350-D) L3 45.69 N 05'18'48- E_ 18- RCP CL //I (1350-D) n3 - 18-00' N 84'41'12- W 18- RCP CL III (1350-D) 6" PCC G-2 CURB & GUTTER 58.83' N 05-18'48- E 118- RCP CL I// (1350-D) 0 a-AW A YME - CBUBW_M DATA TA&E LINE LENGTH CHORD /BEARING RADIUS DELTA < 17 361.63' N 05-18'48- E ❑ C. DATA TARE LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS L1 33.82' N 05*18'48" E - - 6" PCC G-2 CURB & GU TIER L21 1 6.50' N 84*41'12" IN - - 6" X 22" MODIFIED G-1 CURB L3 25.00' N 05*18'48" E - - 60 X 22" MODIFIED G-1 CURB L4 6.50' N 84*41'12" W - - .6" X 22" MODIFIED G-1 CURB L5 8.64' N 05*18'48" E - - 6" PCC G-2 CURB & GUTTER L6 6.50' N 84'41'12" W - - 6" X 22" MODIFIED G-1 CURB 25.00' N 05*18'48" E - - 6" X 22" MODIFIED G-1 CURB 6.50' N 84'41'12n W - - 6" X 22" MODIFIED G-1 CURB 28.14' N 05*18'48" E - - 6" PCC G-2 CURB & GUTTER 6.50' N 84*41'12" W - - 6" X 22" MODIFIED G-1 CURB 25.00' N 0598'48" E - - 60 X 22" MODIFIED G-1 CURB 6.50' N 84'41'12" W - - 6" X 22" MODIFIED G-1 CURB 45.59' N 0598'48" E - - 6" PCC G-2 CURB & GUTTER 6.50' N 84'41'12" W - - 6" X 22" MODIFIED G-1 CURB 25.00' N 0598'48" E - - 6" X 22" MODIFIED G-1 CURB Lib 6.50' N 84*41'12" W - - 6" X 22" MODIFIED G-1 CURB l7 1 64.55' N 05'18'48" E - 6" PCC G-2 CURB & GUTTER Ci 29.73' 20 LF G -12 PCC CROSS GUTTER 18.28' 20 LF IA = 5222'441 G-12 PCC CROSS GUTTER mly-IrilreN DESCRIPTION APPROVED DATE BENCHMARK "'' SCALE DESCRIPTION: 2.5" BRASS DISC "l 34WCCS1 LOCATION: SDWK IN SE QUAD LEUCADIA BLVD HORIZONTAL: 1"=20' RECORD FROM- ROS 18416 ELEVATION: 178.543' VERTICAL: 1"=10' DATUM: NA0_88 Lo '0 LO rl __ __ C4 - --f __ )TE. ALL TRENCHES TO BE BACKFILLED & SURFACED PER CITY OF FNICINITA.1Z IJ77IITY TPFNi TYLER G LAWSON DATE #'%I AKE 1110-111,11 of A A1B A I IM-A l. .1 _j I '_ OL J L0 0) 4- (A UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTlLI71ES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCA77ON OF U71LI77ES UPON DISCOVERY OF DISCREPANCY. SGALL: HOMIZ., 7-'= 20 PROP. 18" RCP STORM DRAIN + III �o STORM DRAIN ID GAS SEWER CROSSING ?UCTION. SHOWN EXISTING 5. NOT TO SCALE DISCOVERY. SEWER MAIN; (IE=156.4) DESIGNED B7 I DPA7VM B7 1 CHECKED 13AK I IJAN I I(3L ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECD MENDED: APPROVED: DATE: q- Zr -/7 R.C.E. NO.: 80356 `S N0V9AK CjjjtlSTD0rRg;L RA0000, TYLER G LAWSON EXP.: 12-31-18 DATE /64& nATF 8' GENERAL UTIL EASEMENT 20' 13.5' 1 6' 4.5; 0.5' RIW 20' 1 EXISTING CURB m WA TER METER 2%-3% AND GUTTER LOCATION (TYR) o TYR VARIES TO REMAIN _j Ld Lu INSTALL 6" PCC CURB AND GUTTER PER SDRSD C-2 JOINT UT'TILITY ILITY PER SDRSD -1 2" GRIND AND OVERLAY EXISTING 8" VC EXISTING PAVEMENT SEWER MAIN PER EXISTING 1-1 STING B" PVC DING NO. E-33 HP GAS WA MAIN PER INSTALL 180 RCP CROWN OF ROAD WO 1922-17 STORM DRAIN CLARK AVENUE TYPICAL SECTION NOT TO SCALE 20.0, 1 1 3.5' 1 6.0' 4.5' PCC C&G PER I SDRSD G-2 1 2" GRIND AND ry OVERLAY it EXISTING CONTRACTOR SHALL ENSURE CROWN EXISTING FULL WIDTH IMPROVEMENTS. PCC C&G OFROAD INSTALL ADD1770NAL 4" AC OVER TO REMAIN I­ La Ck� ;z z CLASS 11 BASE AS NECESSARY juw Ac W TO CONSTRUCT PCC C&G bi :x 0i ac GRIND AND OVERLAY- TYPICAL DETAIL x NOT TO SCALE Q\kOFESS/ G L'4 No. 810356 cr- Exp. 12/31/18 L CIvl\'_ GRAPHIC SCALE 1"=20' EIIIIIIII 20 0 20 40 60 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND BURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plaaenginecring.com CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT MPROVEMENT PLAN FOR: 710 CLARK AVENUE APN: 256-122-45, -46, -48, -49 & -53 PLANNING CASE NO: 15-064 TMDB/DR/CDP/MND DRAWING NO. 13054-1 SHEET 3 OF 5 PLSA 2186-03 00 LO C14 CD W < L'u < 0 W < CO 0 00 00 0 LO W X F-- t: < ILL N w °0? LO _j O3:00 00 CO � mm U) 0- PVI STA-11+00.00 FROM STA] 1 +49.9 TO 2 +40.81, STA 2 +99.06 TO 2 +40.81, PY1 it79 4fi -._ - -- 2+39.06 FO__3 +.95 87_ TC_ -6 "_ CllRB .- 12.'.--- RIGkLL =1- CL_ELE\l 4-65-------- - LVC•40.0 j U oa ar FROM STAI 1+49.90 R ) 3 +31.27 T� 6" CURB 1 �' LEFT - GL ELEV + 0. ._ Z�l orn I N to tt ___ --- ? w. -- APPROXI ¢ � ___ __ . ,_._,.�._- M}q 7E GRADE OVER-- _ .._ __.__i __ _ _.,,..__� .... .. ... .............. O 'i� � EXISTING CENTERLINE _QI_, d•-_o ^w .a 305 PVC WATER MAIN MAIN VERT.• 1 M CV -j MANHOLE ID NUMBER O E_ ¢ N g avti g > k'� k� 1'x zr„ ✓. x w `S..B ys DOWN MH INVERT EL. FEET MH DEPTH FEET 4 C'4 ZZ ?�W z 2, Zx2 ® N DOWN 2 3 i= 2 M tT M 00 yeti CZ O II K_ .- 3 „J Z O UPS DOWN #1 Lu i; 200.22 Doti PVC SDR -35 LOT vti?� -i?3a� aj Z O 162.0 G!to o- 155.20 vi 9.6 1 2 v " TO #25 188.42 8 PVC SDR -35 2.1% Lary 164.20 155.10 rn 151.2 151.1 __ Z' LOT 9N CO LOT % 's r s s s to r` v ' MANHOLE ID NUMBER � .. Y C ✓I Y3 Y $ > Y h `&"A":�;*„ g avti g > k'� k� 1'x zr„ ✓. x w `S..B ys DOWN MH INVERT EL. FEET MH DEPTH FEET 4 NO. OF LINES THROUGH MH UPS 153.99' DOWN UP DOWN IN OUT IN OUT UP DOWN UPS DOWN #1 TO #2 200.22 8 PVC SDR -35 3.5% LOT 8� u - 162.0 G!to o- 155.20 8.3 9.6 1 2 v " TO #25 188.42 8 PVC SDR -35 2.1% Lary 164.20 155.10 155.20 151.2 151.1 9.5 Z' LOT 9N CO 172.5 9 PVT RD 0 +93.20 161.43' 163.29' 1.20' ro OSON 169.4' 6.11' 16 10 al z IS`I W 'n Z er 1.20' 23.6' 2.0% ± 7.55' 170.0 /-TOP OF 0" CLASS 305 PVC WATER MAIN LO N -- 7- uj_ J Q ,1 W co Lu P PVI ELEV: 163.50 2 +75 34.44 1A NOTE. AN "S" OR "W" SHALL BE MARKED ON CURB FACE TO DENOTE WATER SERVICE AND SEWER LATERAL LOCATIONS. if 1AIF STA 2 +45.00: MA a LOTS 0 r N LOT 19 A / Wr^ tA rn 11 II w v- vv i :4 v LOT it LOT12 I D: ct IY h N h et N tj M v v v PLAN VIEW ADELAIDE CIRCLE SCALE: HORIZ.• 1 " =20' A14MIKJLE DATA TAaLE MANHOLE ID NUMBER PIPE LENGTH (FEET) PIPE DiA. (INCHES) PIPE MATERIAL SLOPE % MH RIM EL. FEET ( ) UP MH INVERT EL. FEET DOWN MH INVERT EL. FEET MH DEPTH FEET 4 NO. OF LINES THROUGH MH UPS 153.99' DOWN UP DOWN IN OUT IN OUT UP DOWN UPS DOWN #1 TO #2 200.22 8 PVC SDR -35 3.5% 170.27 164.70 - 162.0 155.10 155.20 8.3 9.6 1 2 #2 TO #25 188.42 8 PVC SDR -35 2.1% 164.70 164.20 155.10 155.20 151.2 151.1 9.5 13.1 2 4 CHANGE NO DESCRIPTION APPROVED I DATE 18" PER OF 8" SCALE P ORIZ.• 1 - - -20' VERT 1"--5' 2 d s ; 1 4 -- -222 ' ' -- - -- __ -_.._ 22!--- ._ '- 2222'___. -- _- -'.. -- 2222 - -.._._ _..- _.._.2222 12.4 2., 2222 2 22 j co r7 �� � -__ 1 { I � PVI STA 3+ 5.00 1 PVI ELEV. 1 .5.-50 4TA� 1 ro CD IADE OVER -. o .... °o r°, '_ ¢ ry^ a ... °' `° -- .. - I _ _.... _. _... 1F... rn I . „ ..______ LINE i ui m o m ° Z^ +� . r7� � -Cc w� 3.3% to E 6i J m w w P CULD DEASAC STA 111 +00 RT i S_418.14 PVT R� D STA 1 ±9.9 X12.0 L7 1% w ' _1 _ HIGH POINT - 1170.64 SOLID LINE REPRESENTS _ _ CUL -DE SAC,STA 3127.76 _ TOP OF G 2 I.__ -- 2.9% CUR AND GUTTER 'OSED 12" ?M_ DRAIN , 5_ , »- PROFILE VIEW CUL -DE -SAC 13054 G T - SCALE. HORIZ 1"-20' -- ,1 VERT.• 1"--5, - -- -- UTILITY CONSTRUCTION NOTES: EASEMENT NOTES: r Qj INSTALL 4" SEWER LATERAL PER SDRSD SS -01 PROPOSED PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PER FINAL MAP O O INSTALL 1" DUAL DOMESTIC /FIRE WATER SERVICE AND METER 3 PROPOSED PUBLIC GENERAL UTILITY EASEMENT TO THE 3 { PER WS -09, WC -17 CITY OF ENCINITAS PER FINAL MAP I Q3 INSTALL 2" BO VALVE ASSMEBLY AND END CAP PER WAS WB -06 ® PROPOSED EASEMENT FOR WATER LINES AND ® INSTALL 60" SEWER MANHOLE PER SDRSD SM -02 WITH CITY APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT j -~' Z -~' -Z H ¢ ^ APPROVED EPDXY LINER PER FINAL MAP - - - - -- - - - - - -- -E 450 t o o o Z m O INSTALL TYPE B CURB INLET PER SDRSD D -02 11 PROPOSED PUBLIC PEDESTRIAN ACCESS EASEMENT TO -' + �I THE CITY OF ENCINITAS PER FINAL MAP 3 `" `i • iL' _ I © EXISTING SEWER MANHOLE TO BE EPDXY LINED WITH CITY CIRCLE wi 1n o h w, ¢ APPROVED EPDXY LINER AND SPARK TESTED IN ACCORDANCE 12 PROPOSED MAILBOX EASEMENT FOR MAIL DELIVERY a M ^ a " z co _ In D ._ WITH GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS PURPOSES FOR THE BENEFIT OF LOTS 1 -13 PER FINAL o o CONSTRUCTION MAP 5EWB4LAZEWL TAKE LOT STATION IE 0 MAIN IE 0 PL DROP MAIN O LENGTH SLOPE FG 0 PL DEPTH P PPAD PL EL 4 PVT RD 3 +87.04 152.54' 153.99' 1.20' 12.5' 2.0% 166.5' 12.50' 166.0 5 PVT RD 3 +35.91 153.64' 155.09' 1.20' 12.5' 2.0% 164.1' 9.00' 165.5 6 PVT RD 1 +54.95 159.19' 160.70' 1.20' 15.5' 2.0% 168.5' 7.80' 170.5 7 PVT RD 0 +98.20 161.24' 1 163.32' 1.20' 44.0' 2.0% 170.7' 7.38' 174.0 8 JPVT RD 0 +83.20 161.79' 163.45' 1.20' 23.2' 2.0% 170.4' 6.95' 172.5 9 PVT RD 0 +93.20 161.43' 163.29' 1.20' 32.9' 2.0% 169.4' 6.11' 171.0 10 !PVT RD 1+24.94 160.28' 161.95' 1.20' 23.6' 2.0% 169.5' 7.55' 170.0 11 ',PVT RD 2 +02.43 157.48' 158.87' 1.20' 9.5' 2.0% 167.5' 8.63' 168.1 12 PVT RD 2 +40.26 156.11' 157.50' 1.20' 9.5' 2.0% 166.5' 9.00' 767.0 13 'PVT RD 2 +74.35 154.97' 1 156.52' 1.20' 17.4' 20% 164.5' 7.98' 165.0 r` t�/ �I I� t PROFILE VIEW KNUCKLE SCALE: HORIZ.• 1"--20' LINE LENGTH VERT.- 1 "=5' COMMENTS 1 SAN DIEGUITO WATER - DISTRICT EASEMENT 8' R f W E RAW 5, 159.32' N 10'19'18" W 25 3 167.02' N 893042" W 8" PVC CLASS 305 GENERAL UTILITY GENERAL UTILITY EASEMENT 5' 12' 12' EASEMENT 0. 5, 0.5' 9 9" 2% 2% WATER NE(TYP.) WATER METER L _ - _ INSTALL 6" PCC - _ 1_ LOCATION (TYP.) " CURB & GUTTER 4 DG WALKWAY y -- PER SDRSD G -2 INSTALL JOINT INSTALL 6" PCC CURB &GUTTER UTILITY TRENCH PER SDRSD G -2 ;1 , PER SDRSD M -15 INSTALL B" PVC INSTALL MIN 4" AC OVER WATER MAIN INSTALL 8" PVC 6" CLASS II BASE OR PER SOILS ENGINEER SEWER MAIN RECOMMENDATION TYPICAL SECTION ADELAIDE CIRCLE O PL L C WATER DATA TA&E LINE LENGTH CHORD/BEARING COMMENTS 1 41.23' N 10"19'18" W 4" PVC CLASS 305 2 159.32' N 10'19'18" W 8" PVC CLASS 305 3 167.02' N 893042" W 8" PVC CLASS 305 Q PL6LIC ffi*ER DATA TARE LINE LENGTH CHORDIBEARING COMMENTS Q1 200.22' N 10'19'18" W 8" PVC SDR -35 Q2 188.42' N 8930'42" W 8" PVC SDR -35 SCALE.- NO SCALE UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN CONTRACTOR TO FIELD VERLFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. G LA ,;; No. 80356 cr Exp. 12/31/18 PASCO LAKET SUITER GRAPHIC SCALE 1 " =20' & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.com DRAWING NO. 13054 -1 SHEET 4 OF 5 PLSA 2186 -0: "r 40 Q LO 0 N rn U x amOD Uzrn u� OQ^ Q0LO � (1) LO a� ow w F ? LL U) U) N Luo � w a, it Q � N d 2: OD UZ°� Q M = 0- od BENCHMARK SCALE AS -BUILT DE IGNED BY: Y ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DESCRIPTION: 2.5" BRASS DISC "134WCCS1" LOCATION: SDWK IN SE QUAD LEUCADIA BLVD RECORD FROM: ROS 18416 ELEVATION? 178.543' DATUM: NAVD88 HORIZONTAL: I"= 20' VERTICAL: V = 5' PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12 -31 -18 RECO NDEP: APPROVED: } ST EN NOWAK �/ GHR1S omm Ml1 OSKIA -� /-,1 ° %� � �I S' DATE DATE IMPROVEMENT PLAN FOR: 710 CLARK AVENUE APN: 256 - 122 -45, -46, -48, -49 & -53 PLANNING CASE NO: 15 -064 TMDB /DR /CDP /MND TYLER G LAWSON DATE REVIE R I PELT R SENIOR ENGINEER DRAWING NO. 13054 -1 SHEET 4 OF 5 PLSA 2186 -0: "r 40 Q LO 0 N rn U x amOD Uzrn u� OQ^ Q0LO � (1) LO a� ow w F ? LL U) U) N Luo � w a, it Q � N d 2: OD UZ°� Q M = 0- od PROFILE VIEW NW CURB RETURN SCALE HORIZ: 1 " =10' VERT: 1"--25' �'EXIS7ING POV0-_kL � F1 n�mv TC =M 4 1 TC =168. 5 FS =167.9 FS= 167.85 INSTALL NEW RAMP PER SDR D 1 ° G -29 TYPE ° FS= 1678 TC= 168.37 FS= 167.79 FS= 167.87 - L: I TC =1 7.81 TC= 16789 FL= 167.31 FS= 167.89 j � I DETAIL - PEDESTRIAN RAMP NW CORNER OF CLARK AVE AND PUEBLA ST SCALE 1" = 10' �1 r'1 SCALE. HORIZ: 1 " =20' VERT.- 1 ° =5' 6" PCC TYPE B -2 FS= 166.51 O STALL NEW CURB Z + MEDIAN CURB & GUTTER LP= 166.51 ¢2M I I - ~ PER SDRSD G -6 -t~il 6" PCC G -2 CURB & GUTTER T =1 7.3 © \' TC =165.6 GUTTER, &SIDEWALK CURB RAMP TO REMAIN FS =164.7 FL =166.8 FS =165.1 TO BE REMOVED O�W ¢j I- m a; l 64 w REPLACE EXIS71NG ti / T = 166.07 FS= 165.57 EXISTING 8" PVC PVT RD STA 4 +11.71 �1 9.8' TC =165.0 WATER MAIN PER WO T =16.13 / 1922 -17 TO REMAIN Q ROAD W^ �. FS= 165.63 GROUND COVER PER N 2 �� EXISTING 1 -112" PRIVATE j 6. L� _ -G C REMAIN�G FOR PRIVATE ROAD', 0 w k U CLARK TA 10 +59.13 I T - - 21 8 LT SEE SHEET 4 o ¢ TC= 166.50_ FL= 166.00 _ Z W �b VIEW PUEBLA STREET DWG N0. 0027 -DI 2 N 75% 04 O o 0 Q SCALE. TO- REktA1N - - 0 0 0 FL =165.7 �. 00000 I 4 tt -° °. F = 165.41 _ FS =165.8 I , 3 f , �- LP= 165.41 I STA 9 +86.67 -22.0 RT r^ I EXISTING 1" WATER SERVICE o AND J" J" WATER METER TO BE FS 165. 2 L1 h 4 . PROTECTED IN PLACE, o$ CONTRACTOR TO RAISE TO , FL =165.3 GRADE AS NECESSARY FS =165.4 FL 165.0 STA 9 +85.67 x°22.0 RT r EXISTING 1" WATER SERVICE " o AND J" WATER METER TO BE U PE 4 PROTECTED IN PLACE, SD SD -2 I CONTRACTOR TO RAISE TO GRADE AS NECESSARY DETAIL - CROSS GUTTER INTERSECTION CLARK AND PUEBLA SCALE: HORIZ.• 1" = 5' W M O STALL NEW CURB Z + J AMP PER SDRSD ¢2M iQ I - ~ Q w -t~il 6" PCC G -2 CURB & GUTTER EXISTING PEDESTRIAN © \' TC =165.6 GUTTER, &SIDEWALK CURB RAMP TO REMAIN FS =164.7 j FS =165.1 TO BE REMOVED O�W ¢j I- m a; l 64 w REPLACE EXIS71NG ti x of a �.I EXISTING 8" PVC PVT RD STA 4 +11.71 o a e 9.8' TC =165.0 WATER MAIN PER WO =164.4. 5 f 1922 -17 TO REMAIN Lu l TC= 165.56 FS =164.5 FS= 165.06 GROUND COVER PER N 2 TC =165.5 EXISTING 1 -112" FS= 165.00 j HP GAS MAIN TO L� _ -G C REMAIN�G DETAIL - PEDESTRIAN RAMP 0 w k U c" h - - PER DWG - N PL4331L.A STFEEr TWO REMAIN 2 g L ¢ 1l EXISTING 60" RCP������ PE� Z W �b VIEW PUEBLA STREET DWG N0. 0027 -DI 2 N -- � � t5 SCALE. TO- REktA1N - x 4 tt -° °. 47 3 f , vT 12. TC= 166.51 FS= 166.51 CLARK STA 10 +59.13 21.8' LT, TC= 166.501 FS= 166.00 ............... ®'m 'C=166.00 NFAM WIN IN CURB 'S=165.50 mom SDRSD a 'r" DETAIL PEDESTRIAN RAMP NORTH 1 OF PRIVATE ROAD SCALE: HORIZ.• 1" = 10' I PVT RD STA I STALL NEW CURB 12.0' RT: TC DELTA J vT 12. TC= 166.51 FS= 166.51 CLARK STA 10 +59.13 21.8' LT, TC= 166.501 FS= 166.00 ............... ®'m 'C=166.00 NFAM WIN IN CURB 'S=165.50 mom SDRSD a 'r" DETAIL PEDESTRIAN RAMP NORTH 1 OF PRIVATE ROAD SCALE: HORIZ.• 1" = 10' LINE PVT RD STA I STALL NEW CURB 12.0' RT: TC DELTA J AMP PER SDRSD 1 N 89V329- W FS I - ~ -29 TYPE C EXISTING CURB, 6" PCC G -2 CURB & GUTTER a © \' TC =165.6 GUTTER, &SIDEWALK - f . FS =164.7 j FS =165.1 TO BE REMOVED Ff5 =164.92" TC =165.1 I- m a; l 64 w REPLACE EXIS71NG ti x of a FL= 164.62 PVT RD STA 4 +11.71 o a e 9.8' TC =165.0 =164.4. 5 a I Lu l TC= 165.56 FS =164.5 FS= 165.06 GROUND COVER PER N 2 TC =165.5 FS =164.6 \ FS= 165.00 j TC =165.2 L� FS= 165.20 I DETAIL - PEDESTRIAN RAMP SOUTH SIDE OF PRIVATE ROAD *NO7E• DEVELOPER SHALL BE RESPONSIBLE FOR LANDSCAPING UN7IL VEGETA77ON IS FULLY ESTABLISHED OR SIGNED OFF BY THE CITY. W - o to - EXIS77NG CURB, GUTTER, & SIDEWALK TO REMAIN SCALE. HORIZ 1" = 10' UTILITIES ARE KNOWN TO EXIST IN 7HE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMA710N. EXACT HORIZONTAL AND VERTICAL LOCA71ON OF EXIS77110 U71LIlIES UNKNOWN. CONTRACTOR 70 FIELD VERIFY LOCA77ON OF EX/S71NG UlIU71ES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL N071FY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOC4710N OF UNURES UPON DISCOVERY OF DISCREPANCY. CONSTRUCTION NOTES: INSTALL 16" PCC DRIVEWAY PER SDRSD G -14A ® INSTALL 6" PCC CURB & GUTTER PER SDRSD G -2 �3 INSTALL 5' WIDE 4" THICK PCC SIDEWALK PER SDRSD G -7 Ajbk" INSTALL NEW CURB RAMP PER SDRSD G -29 TYPE C FL= 162.90 TC= 163.78 FL= 162.84 FL= 163.28 TC= 163.13 FS= 162.63 % ° x11:8 5: v =96 86 TC= 163.21 - FS= 163.21 �.�-,rry163.48 TC =163. jR2:9B. _ FS= 162.92 _ DETAIL - PEDESTRIAN RAMP SOUTH SIDE OF PUEBLA STREET SCALE. • HORIZ 1" = 10' O aAWA MW - CB SUWDATA TA61LE LINE LENGTH CHORD /BEARING RADIUS DELTA 1 95.02' 1 N 89V329- W I - I - ~ - EXISTING CURB, 6" PCC G -2 CURB & GUTTER © \' DESCRIPTION: 2.5" BRASS DISC "134WCCS1" LOCATION: SDWK IN SE QUAD LEUCADIA BLVD RECORD FROM: ROS 18416 ELEVATION' 178.543' DATUM: NAVD88 GUTTER, &SIDEWALK PLANS PREPARED UNDER SUPERVISION OF DATE: a Zs- /% 6 - R.C.E. NO.: 8035 TYLER G LAWSON EXP.: 12 -31 -18 j IMPROVEMENT PLAN FOR: 710 CLARK AVENUE APN: 256- 122 -45, -46, -48, -49 & -53 PLANNING CASE NO: 15 -064 TMDB /DR /CDP /MND TO BE REMOVED I- m a; l 64 w REPLACE EXIS71NG ti x of a TYLER G LAWSON DATE PAVEMENT WITH ° j ¢ U 3 BRUSH AND SHRUB Lu 3 o N 2 it GROUND COVER PER N 2 c� f2 P_ cn REVIE ERIINSPE(;TC)HI SENT R ENGINEER LANDSCAPE PLAN: z voi ` *SEE NOTE ABOVE o w k U c" h W ±IQ-a� moo 2 g L ¢ 1l l\ Z W PLAN VIEW PUEBLA STREET SCALE. HORIZ 1"--20' - EXIS77NG CURB, GUTTER, & SIDEWALK TO REMAIN SCALE. HORIZ 1" = 10' UTILITIES ARE KNOWN TO EXIST IN 7HE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMA710N. EXACT HORIZONTAL AND VERTICAL LOCA71ON OF EXIS77110 U71LIlIES UNKNOWN. CONTRACTOR 70 FIELD VERIFY LOCA77ON OF EX/S71NG UlIU71ES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL N071FY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOC4710N OF UNURES UPON DISCOVERY OF DISCREPANCY. CONSTRUCTION NOTES: INSTALL 16" PCC DRIVEWAY PER SDRSD G -14A ® INSTALL 6" PCC CURB & GUTTER PER SDRSD G -2 �3 INSTALL 5' WIDE 4" THICK PCC SIDEWALK PER SDRSD G -7 Ajbk" INSTALL NEW CURB RAMP PER SDRSD G -29 TYPE C FL= 162.90 TC= 163.78 FL= 162.84 FL= 163.28 TC= 163.13 FS= 162.63 % ° x11:8 5: v =96 86 TC= 163.21 - FS= 163.21 �.�-,rry163.48 TC =163. jR2:9B. _ FS= 162.92 _ DETAIL - PEDESTRIAN RAMP SOUTH SIDE OF PUEBLA STREET SCALE. • HORIZ 1" = 10' O aAWA MW - CB SUWDATA TA61LE LINE LENGTH CHORD /BEARING RADIUS DELTA 1 95.02' 1 N 89V329- W I - I - ❑ C" DATA TABLE LINE I LENGTH CHORD /BEARING RADIUS DELTA COMMENTS AS -BUILT Lt ENGINEERING DIVISION APPROVALS 121.36' N 890329" W - I - 6" PCC G -2 CURB & GUTTER R/W � 10' 1 34' 1 5' 20' 14' R/W 16' 1 TT 1 L - - -_ I EXISTING 1 -112" INSTALL PCC - - -- -III I- - - -) - - -_ y- HP GAS MAIN SIDEWALK PER -I I - �' SDRSD G -7 _;: j - L- EXISTING 8 " PVC INSTALL 6" PCC CURB & GUTTER III I I WO 19 MAIN PER WO 1922 -17 PER SDRSD G -2 EXISTING 60" RCP EXISTING 8" VC SEWER MAIN PER ROfESS /p STORM DRAIN PER DWG NO. E -33 c�0 e�R G L4 9 DWG NO. 0027 -DI TYPICAL SECTION. PUEBLA STREET w No. 80356 Exp. 12/31/18 SCALE. • NO SCALE i1'l CIV1� 9 OF cAI�E GRAPHIC SCALE 1 " =20' 1 MISS MISS 20 0 20 40 60 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 plaaengineering.com PLSA 2186 -03 a N v ui Qm� 5:1:6 o�N QOLo co 06 xw w Co (0 N F o 0No w�M Jm}y LO > N 0 = =L" U) 00 Lo a� V> aa- CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY DRAWN BY: CHECK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC "134WCCS1" LOCATION: SDWK IN SE QUAD LEUCADIA BLVD RECORD FROM: ROS 18416 ELEVATION' 178.543' DATUM: NAVD88 HORIZONTAL: V=20' VERTICAL: 1" = 5' PLANS PREPARED UNDER SUPERVISION OF DATE: a Zs- /% 6 - R.C.E. NO.: 8035 TYLER G LAWSON EXP.: 12 -31 -18 RECOMMENDED: APPROVED: i j�jYa %q& S CHRIST I4RVk MA DSKIA DATE DATE 42 20.WK IMPROVEMENT PLAN FOR: 710 CLARK AVENUE APN: 256- 122 -45, -46, -48, -49 & -53 PLANNING CASE NO: 15 -064 TMDB /DR /CDP /MND 13054 ®I TYLER G LAWSON DATE SHEET 5 OF 5 REVIE ERIINSPE(;TC)HI SENT R ENGINEER PLSA 2186 -03 a N v ui Qm� 5:1:6 o�N QOLo co 06 xw w Co (0 N F o 0No w�M Jm}y LO > N 0 = =L" U) 00 Lo a� V> aa-