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2011-10851 I (Plans) (3)VICINITY MAP GENERAL NOTES N.T.S. 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ° ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TELEPHONE: (619) 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA TELEPHONE: (760) 633 -2709. D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE: (800) 422 -4133 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (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 SPECIAL PROVISIONS FOR THIS PROJECT. 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, TO THE CITY OF ENCINITAS, PROOF OF RECORDING. 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760 - 633 -2770 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. 15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS- BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT APPROVAL BY THE CITY ENGINEER. 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. 18. ALL SEWER LATERALS AND MAIN LINE SHALL BE COMPRISED OF SDR -35 SEWER PIPE. IS TECHNOLOGY, SUITE 154 IRVINE, CALIFORNIA OZOI8 ft=L V �1 T. 049.76G.6lf00 CONSULTING, INC. F• Q49•7ao.6aW CIVIL ENGINEERING CVC-INC NET LAND PLANNING & SURVEYING CHANGE NO. DESCRIPTION + Exp. 6/30/2014 rt CIVIL .tl OF CM-1F�� APPROVED I DATE PLANS FOR THE CONSTRUCTION OF STREET IMPROVEMENTS CITY OF ENCINITAS ENC -41 (PT NO. 1041) N 1954519.319' E 6244094.667' ELEV 71.463' (NGVD 29) RECORD OF SURVEY 18416 2" IRON PIPE IN AC WITH 2.5" CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF THE NORTHEND OF GUARDRAIL. FIRE DEPARTMENT NOTES INDEX MAP 1"=200' ENC -48 (PT NO. 1048) N 1958415.809' E 6245055.513' ELEV 171.227' (NGVD 29) RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INOT SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. BASIS OF COORDINATES NAD 83 (1991.35 EPOCH) 1. ALL EXISTING FIRE HYDRANTS WILL BE REPLACED WITH HYDRANTS OF A BRONZE TYPE AND SHALL HAVE TWO (2) 4" OUTLETS AND ONE 1 -11/2" OUTLET. THE HYDRANT SHALL MEET CURRENT FIRE DEPARTMENT STANDARDS FOR COMMERCIAL FIRE HYDRANTS. 2. CURBS ON STREETS HAVING ON- STREET PARKING SHALL RECEIVE RED STRIPING EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE FIRE DEPARTMENT STANDARDS. 3. CONTRACTOR TO INSTALL BLUE TWO SIDED RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT CONNECTIONS TO MEET FIRE DEPARTMENT STANDARDS. BLUE DOTS SHALL BE PLACED 4" TO 6" FROM CL ON HYDRANT SIDE. PRIOR TO DELIVERY OF COMBUST113LE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDTIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT- 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING AGENCY; 2. AT A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; AND 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND SHEET INDEX SHEET 1 TITLE SHEET SHEET 1A GENERAL NOTES SHEET 2 WATER AND SEWER PLAN SHEET 3 WATER AND SEWER PLAN SHEET 4 WATER AND SEWER PLAN SHEET 5 DEMO PLANS SHEET 6 STREET IMPROVEMENT PLANS SHEET 7 STREET IMPROVEMENT PLANS LEGEND MAINTENANCE WORK ZONE (1985 EDITION) AC DESCRIPTION STD. DWG. SYMBOL WATER METER WS -09 WC -17 ARHM POWER POLE PVC "PP GUY POLE CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9 :00 A.M. TO OGP FIRE HYDRANT WF -01 EKA GUY WIRE 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS c GAS VALVE (R) & NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL GV GAS METER RCP 129 TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT GM MAIL BOX READ. WB STORM DRAIN MANHOLE ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. so SIGN R/W = RIGHT OF WAY SEWER MANHOLE S -3 & S -4 Os STREET LIGHT SDRSD +_o BLOW OFF WB -1 WC -17 -O MANUAL AIR RELEASE WA -1 WC -17 STANDARD DRAWINGS WATER VALVE WV -02 I&wv TELEPHONE RISER ST LT ❑ CATV RISER PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. IN ELECTRIC RISER ❑ ELECTRIC METER TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 0 E = FINISHED SURFACE TB TC = TOP OF BERM =TOP OF CURB PULL BOX pil CATV PB 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED ,11 LANDSCAPING CONCRETE PAVERS ABBREVIATIONS BMP PROJECT STATUS SAN ELIJO JOINT POWERS ATHORITY PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY APPROVED HOA / HOMEOWNER / AGENT, etc. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" Z D/� !/ f124/wt- RECORDED ON JPT at,- M;- SIGN DATE AS DOC. #: W /2,-MPJZ3S BENCHMARK SCALE , _ , _ DES 1uw__ APPROVED STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITY CONCRETE WASHOUT * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS * A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. * TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. * PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING * CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. * POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. * ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770 SDWD W11 -120 PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DIST. APPROVED APPROVED APPROVED APPROVED 6 ^7- M DESCRIPTION: 2.5" BRASS DISC IN CURB i PLANS PREPARED UNDER SUPERVISION OF LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL DATE: RECORD FROM: CITY OF ENCINITAS RNPIJ F3ISTNF.R �PCCE ELEVATION: 323.983' NO. R.C.E. NO.: 33520 DATUM: NAVD88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2012 ,-gyp / T l L/ BY •_� „a c t, 'I BY ,ei /;f/� 700/0 9 Iq I2, /t 21 _ I SIGN DATE N DATE DATE : • ``- BLAIR KNOLL DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVIEWED BY BY PUBLIC IMPROVEMENT PLANS FOR: BY: 1264 LAKE DRIVE 10851 -1 MASIH MAHER @l6INIRNIfij @; DATE: 4112-7[iL DATE: 1 z PUBLIC IMPROVEMENTS PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEFT 1 OFJV8 AS- BUILT Cl Cl co 0 OT rn rn v V W i z L: U o OU)� Z }w J r U) _j z0! OUpw F- 0 1 MAINTENANCE WORK ZONE (1985 EDITION) AC = ASPHALT CONCRETE PRC = POINT OF REVERSED CURVE 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH ARHM = ASPHALT RUBBERIZED HOT MIX PVC = POLYVINYL CHLORIDE PIPE CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9 :00 A.M. TO BC = BEGIN CURVE PVMT = PAVEMENT 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS BW = BOTTOM OF WALL (R) = RADIAL BEARING NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL CAB = CRUSHED AGGREGATE BASE RCP = REINFORCED CONCRETE PIPE TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT CMP = CORRUGATED METAL PIPE READ. = REQUIRED ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. EC = END CURVE R/W = RIGHT OF WAY 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. EP = EDGE OF PAVEMENT SDRSD =SAN DIEGO REGIONAL 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. EXIST. = EXISTING STANDARD DRAWINGS FH = FIRE HYDRANT ST LT = STREET LIGHT 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. FL = FLOWLINE 6• TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. FS = FINISHED SURFACE TB TC = TOP OF BERM =TOP OF CURB HORIZ. = HORIZONTAL 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED IE = PIPE INVERT ELEVATION TW = TOP OF WALL POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. LIP = GUTTER LIP VERT. = VERTICAL 8• ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PCC = PORTLAND CEMENT CONCRETE X -GTR = CROSS GUTTER PROJECT CONSTRUCTION. PCR = POINT OF CURB RETURN (72.89) = EXISTING ELEVATION PP = POWER POLE BMP PROJECT STATUS SAN ELIJO JOINT POWERS ATHORITY PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY APPROVED HOA / HOMEOWNER / AGENT, etc. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" Z D/� !/ f124/wt- RECORDED ON JPT at,- M;- SIGN DATE AS DOC. #: W /2,-MPJZ3S BENCHMARK SCALE , _ , _ DES 1uw__ APPROVED STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITY CONCRETE WASHOUT * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS * A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. * TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. * PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING * CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. * POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. * ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770 SDWD W11 -120 PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DIST. APPROVED APPROVED APPROVED APPROVED 6 ^7- M DESCRIPTION: 2.5" BRASS DISC IN CURB i PLANS PREPARED UNDER SUPERVISION OF LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL DATE: RECORD FROM: CITY OF ENCINITAS RNPIJ F3ISTNF.R �PCCE ELEVATION: 323.983' NO. R.C.E. NO.: 33520 DATUM: NAVD88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2012 ,-gyp / T l L/ BY •_� „a c t, 'I BY ,ei /;f/� 700/0 9 Iq I2, /t 21 _ I SIGN DATE N DATE DATE : • ``- BLAIR KNOLL DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVIEWED BY BY PUBLIC IMPROVEMENT PLANS FOR: BY: 1264 LAKE DRIVE 10851 -1 MASIH MAHER @l6INIRNIfij @; DATE: 4112-7[iL DATE: 1 z PUBLIC IMPROVEMENTS PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEFT 1 OFJV8 AS- BUILT Cl Cl co 0 OT rn rn v V W i z L: U o OU)� Z }w J r U) _j z0! OUpw F- 0 1 SDWD WATER NOTES FOR IMPROVEMENT PLANS (1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. (2) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE OF CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. (3) THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE — CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. (4) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. (5) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. (6) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. (7) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER B^" r ^° C"^" RESIDENTIAL LOT. (8) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA FOR ALL TRENCH WORK. (9) INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK E FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. (10) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. (1 L)CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ANY EXCAVATION WITHIN EXISTING CITY RIGHTS —OF —WAY. (L2) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER WITHIN EXISTING COUNTY RIGHTS —OF —WAY, CITY OF ENCINITAS RIGHTS —OF —WAY, EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE T ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. (13) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPEC TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASI (14) FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. (15) APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CON REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENC NON— EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN TH PROJECT. (16) ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSS PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTINI UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOV PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN BY SAN DIEGUITO WATER DISTRICT. (17) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPR DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCtI COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRE OR COUNTY RIGHT —OF —WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAI ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. (18) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HY DIEGO GAS AND ELECTRIC VAULTS. (19) UTILITIES TO MAINTAIN MINIMUM 5 —FOOT SEPARATION WHEN PARALLELING WA (20) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTIN( (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY TI (21) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WA FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN WASTE DIVISION. (22) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLnvUS. UbL 9.5 —FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 —FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 —FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. FIRE DEPARTMENT NOTES 1. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON ON HYDRANT SIDE. 2. ALL ROADWAYS SHALL BE AMINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT STANDARDS. 3. ALL ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. 4. ALL CURB FRONTAGE ON PRIVATE ROAD NOT SHOWN TO HAVE PARKING SHALL HAVE "NO PARKING" PER THE CITY OF ENCINITAS FIRE DEPARTMENT REQUIREMENTS. (23) CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO —LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO —LEAD BRASS PARTS. (24) ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. IS 7ECNNOLOOY, SUITE Rio IRVINE, CALIFORNIA 08618 T. 040.700.0000 CONSULTING, INC. F. 940.700.eam CIVIL ENGINEERING CVC-INC NET LAND PLANNING & SURVEYING No. 33520 9 ' Exp. 6/30/20141* CHANGE DESCRIPTION APPROVED DATE BENCHMARK SCALE G EG,I A +! F)IS-m;'G;Fw zix OaI -ere- /A - REP I I ILA_ 2I DES P6 suuLib DESCRIPTION: 2.5 BRASS DISC IN 3 '`- &/x-i.04*V to ' 6 L '/ R CURB HORIZONTAL 1 " =20' -- LOCATION: NW QUAD BIRMINGHAM AND 9 �y LAKE 24QIW Ta"rF, RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =2' NO. Iba ELEVATION: 323,983' APPROVALS DK DK VWS PLANS PREPARED UNDER SUPERVISION OF REVIEWED B Y: B - DATE: @, �- -k� BY' MASIH MAHER E�IGINEEI R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 DATE: °I / 27 / 12- DATE: CITY O F ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: CSIV� 1264 LAKE DRIVE I1►/DRI6 DN2. 13 PUBLIC IMPROVEMENTS DRAWING NO. 10851 -1 AS -BUILT I? s\ `V n 0 m m ON I �a U W .,moo L6 °�D z-Ev u _ >d z of ~ ° U � d SDWD WATER NOTES FOR IMPROVEMENT PLANS (1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. (2) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE OF CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. (3) THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS- PHONE: (760) 633 -2709. (4) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. (5) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. (6) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. (7) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. (8) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. (9) INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. (10) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. (1 L)CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. (1-2) 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 CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. (16) ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. (17) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. (18) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. (19) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. (20) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY THEIR PROJECT. (21) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. (22) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. (23) CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. (24) ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 18 TECHNOLOGY, SURE 154 IRVINE, CALIFORNIA 92818 FIRE DEPARTMENT NOTES 1. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON ON HYDRANT SIDE. 2. ALL ROADWAYS SHALL BE AMINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT STANDARDS. 3. ALL ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. 4. ALL CURB FRONTAGE ON PRIVATE ROAD NOT SHOWN TO HAVE PARKING SHALL HAVE "NO PARKING" PER THE CITY OF ENCINITAS FIRE DEPARTMENT REQUIREMENTS. MH CO CO COVER CO COVER AND CANIlI! II PER SDRSD SC -01 FINISH GRADE I WYE, 10" x ORS "x8„ PIPE SIZE - 10" OR S" PER PLAN CROSS, PVC, 1 V x B" ORB "XW B" PVC 45' BEND - rw PIPE SIZE 10" OR 8" PER PLAN V I < ,4 s- <' • . .e 1 I B" PV9" I c4 1: a b 5 < f , B" PVC 45' BEND 1 2' MIN - 2' MIN 2 -SACK SLURRY BACKFILL DROP STRUCTURE NOTES: (D MANHOLES INSTALLED IN EASEMENTS SHALL BE RAISED MINIMUM 12" ABOVE FINISH GRADE. CLEANOUTS MAY BE INSTALLED AT FINISH GRADE. ,, �i�>• %it \a,1 _ -STANDARD DROP MANHOLE (FOR 8" OR 10" PIPE) 8" PVC CAF 0.75" CUT PVC CAP TO FATE A WEIR AT END OF PIPE #4 INSTALL OLDCA PER SHOP DRA INSTALL PVC PER DETAIL I _. NUMBER ER hMSD 8-3 . .... ...... .. . PRECAST MH HEREON ND CAP FOR APPROVAL ONLY Oldcastle Structure: Drop MH STA 72 +95.35 re # 14 z Sales Order: 5141860 Job Nante: Cardiff Estates- Encinitas 12 2434 Rubidoux Blvd (951) 788 -9720 phone Job Location: 1284 Lake Dr. Riverside, CA 92509 (951) 784 -4365 fax Encinitas, CA 92024 Take Off By: 212612014 luisgarcOl 1pour nate:1 Contractor: Burtech Pipeline Inc. Based On: 14 -024 Specification: 60" Sanitary 36" FR & 2 pc CV: 1325 SC8 "CITY OF ENCINITAS SEWER" IShip Date:1 Design Build Height Stack Build Height Top of Casting + 341.18' FR & 2 pc CV + 050' Channel: 4 -Way Channel Full Height Outlet Invert 323.72' Adjustment + 0.63' Eccentric Cone + 3.00' Steps: Plastic Design Height = 17.46' Notes: t DROP �,c6?vER MH Risers + 11.25' 2 CC RE DRILLED HOSE FOR PIPE 3 & E BY OTHERS Base Gain + 2.08' 3. APPLY 125mils of RAVEN 4C5 COATING in MH Design Height = 17.46' INTIERIOR. $park Tests while on site at 12,500 vcit Floor Thickness + 0.67' Outside Height = 18.13' Opening Schedule ID Invert To i From Angle Pipe Size Hole Size Connector To Hole Ref. Grade #1 323.72' 0° 8" PVC Sdr 35 12.0" 0 12 -08 PSX:DD au. #2 323.82' 90° 8" PVC Sdr 35 12.0" O 12 -08 PSX:DD 1.0" #3 331.12' 90° 8" PVC Sdr 35 12.0" 0 Mortar 17.0" #4 323.82' 180° 8" PVC Sdr 35 12.0" O 12 -08 PSX.DD 1.0" #5 33112' 1800 8" PVC Sdr 35 12.0" 0 Mortar 17.0" #61 323.82' 265° 8" PVC Sdr 35 112.0"0 12 -08 PSX:DD 1.0" Elevation (View A-A) Plan View k 1 TOP 3411a' fi 7.5 A 1 � 95° 90° ; /i 3s ' B f I -. o..__. 6016 ...360 I 1 45 Ib C ID:n- #6 ........ tf � I. 1 7.45• i #S +5 p I I I — -- -4 4 #6 1 I 1 45 I C BOM For Structure I 1 ID Description 4ty. Weight P Fr 1325 SCB "CITY OF ENCINITAS SEWER" 1 850 4 A W' X 3" Grade Ring 2 407 25 2 E B 69'X 36" X 36" Ecc. Cone PS 1 3,488 D 69'X 45" Shaft PS 1 4,680 323J2' a __ __ -------- Frow >_ - - C 6U' X 45" Shaft PS 2 9,593 wo-_ I's1 f.._ E 60" X 33" Base PS 6 "F 1 7.002 72 ♦ -- Total Precast (ibs) 26,020 Submittal Drawing 6.0.75 Page 1 of 1 3/612014 Ex 6/30/2014 * CW S NCC% T. 040.768.41600 CONSULTING, INC. F.94a- Teo -eeo5 CIVIL ENGINEERING N� �f4oFC���F°�� WEIR END CAP DETAIL d " LAND PLANNING & SURVEYING CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE JS WF_Q AI PlcTpl(T DESIGNED BY DRAWN BY I CHECKED BY r P /� - / Imo! DESCRIPTION: 2.5" BRASS DISC IN A5 bu1LT5 DK DK vws APPROVALS ILA. CIE ENCINITAS ENGINEERING DEPARTMENT :DRAWING NO. CURB PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: BY: / V 1. PUBLIC IMPROVEMENT PLANS FOR: AS- 6d /GTPLAN 52W 7.1.156 - LOCATION, NW QUAD BIRMINGHAM AND HORIZONTAL 1 " =20' G �g DATE:3-) -a -%� BY: �,y GLEMN ARUIM 1264 LAKE DRIVE 851 -I LAKE R4A1� &TT1VE'iL TJATE MASIH MAHER RECORD FROM: CITY OF ENCINITAS No.106%VA R.C.E. NO.: 33520 DATE: DATE: 4/ zi LI 4 PUBLIC IMPROVEMENTS 8 ELEVATION: 323.983' VERTICAL 1 " =2' VINCENT W. SCARPATI EXP.: 06/30/2012 DATUM: NAVD88 PLANNING CASE NO, 10 -028 TM- 08 /CDP /DR /MIN /EIA EET 113 OF X L S =BUILT OV7 DATE 3 4N4' b ►r ii ,zr 4 H L o H J} �p ::)LDr 0 m , Z J M oo� U =M >Ww .6 z F-1 OD U , M F- W w w w —wW CONC CONSTRUCTION NOTES: @-- INSTALL 8" PVC CL -305 WATER LINE PER SAN DIEGUITO WATER DISTRICT STANDARD WP -01 AND WP -02. INSTALL DUEL 3/4" DOMESTIC AND 1' FIRE METER PER WAS WS -09 AND WC -17. — INSTALL DI BEND AND THRUST BLOCK PER WAS WT -01. INSTALL FIRE HYDRANT ASSEMBLY PER WAS WF-01. �5�- --- INSTALL 12"X12'X8" TEE W/VA.VES PER DETAIL. REMOVE AND REPLACE AC PAVEMENT IN ACCORDANCE WITH CITY STDS. & INSTALL BLOW OFF PER WAS WB -01 AND WC -17. INSTALL 8" R.W. GATE VALVE PER WAS WV -02. �9�- -- INSTAL END CAP PER WAS. tQ INSTALL MANHOLE PER STANDARD DRAWING SM -1 AND SM -6. 11 INSTALL 8" PVC SDR -35 SEWER PIPE PER CITY STDS AND PER TRENCH DETAIL SHEET 3. 12 INSTALL SEWER SERVICE PER SDRSD STANDARD S -17, S -18 AND S -25. t3 INSTALL DROP MANHOLE PER STANDARD DRAWING SM-9 AND SM -6. 14 REMOVE EXISTING MANHOLE, PRESERVE FLOW DURING CONSTRUCTION. 15 CONNECT TO EXISTING DROP MANHOLE. 16 INSTALL WH231 SQUAT SEWER PUMP/WET WELL FACILITY, SEE ON SITE ELECTRICAL PLANS FOR SERVICE FEED. 17 INSTALL �M FORCE MAIN 48' MIN COVER. 18 INSTAL PRIVATE MANHOLE PER DETAIL SHEET 2. @_ INSTALL RECLAIMED WATER METER BOX (CONNECT TO FUTURE RECLAIMED LINE OF SERVCCI PER WAS WS -Qt do WC -17. 20 INSTALL BACKFLOW PREVENTION SERVICE PER WAS WR -01. neAW_ Alb If0yEi2 0 (AM) A RI�12S12�'3fLIgE,i4S II p LILIF_ -Q2F_ LwLFSs =0 IIII� A A c�TH�2wI� np� •4 c�.l� or? I s,�K sl,Ulu f IZ° a' STD &'r" Win MIDI 1 Wl AFLOW Muhl / �a SCALEi 1'= 20'IGA�IT f� \avemv 10 20 40 MME Ar1060\1Eg St/kU_ AU II•MBi2?. Ftq ltivf*( ND. A -I= or- 1,QUAL, Wro -m %loco 11x`169" 406j,(Er-A-5 17�lR'IJ. G x:54100 IE'TAI I S N-rs 1. cuPoRNU► alasT. aN.70=00000 NSULTING, INC. F• Exp. 6/36/2414 IL ENGINEERING Gya c /vl� PLANNNG a suRVErara k�� rCHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" aRASS olsc IN cuRS SCALE SPF=GI q� -� A5 e)UlIC 5 ` y DE Y DRAWN BY CSI €CK€Q BY APPROVALS REVIEWED BY: sy. ",,,r C 1 TY O F E N C E N I TA S ENGINEERING DEPARTMENT PUBLIC IMPROWMENT PLANS FOR: DRAWING NO. oK DK vWS E 'c Z) ( PLANS PREPARED UNDER SUPERVISION OF L�!//GrP!A/✓ 1 -11.1 —— LOCATION: NVV QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 HORIZONTAL 1 " =20' VERTICAL 1"=2' RyP11�1 f�11 mit 'DATE A10- b816� ` DATE: � —3o -lti A �CT� ��� *AR R.C.E. 06 335201 VINCENT W. SCARPATI EXP.: O6 BY: GLENN PRUtM C5121d- MASIH MAHER �N61pEERIN6 6UL WDR1cS DIR. DATE: a 2 7 j 1 DATE: /� y 9 I Z T LAKE DRIVE VE PUBLIC IMPROVEMENTS 10851-1 00 PLANNING CASE NO: 10-028 TM- 08 /CDP /DR/MIN /EIA SHEET 2 OF AS -BUILT 0 0 0 0 UwU- z 0 0co m (9m �0rn co 0 z: z caN0 L) , (L Y U it CONSTRUCTION NOTES: 1� INSTALL 8" PVC CL -305 WATER LINE PER w WAS WP -01 AND WP -02 2 STA 13 +00 SEE SHEET 4 INSTALL DUEL 3/4" DOMESTIC AND 1" FIRE METER PER WAS WS -09 AND WC -17. °C ® ❑ 3 CT`5 4' MIN TO NEXT JOINT O3 -- INSTALL DI BEND AND THRUST BLOCK PER WAS WT -01. ❑ I � I 12" COUPLING 4 MIN -� 12" PVC WATER O4 - INSTALL FIRE HYDRANT ASSEMBLY PER WAS WF -01. 3' 8" GV FLXFL W/ Sa INSTALL 12'5(12 "X8" TEE W/VALVES PER DETAIL. u o I " FLANGE ADAPTER 12" GV FLXPO �___ a 343.95 FLANGE 8 OR REMOVE AND REPLACE AC PAVEMENT IN ACCORDANCE WITH CITY STDS. 1 0 + PROP 8" PVC V i= 12"X12 "X8" FLG TEE W/ TB (10 SF) a— INSTALL BLOW OFF PER WAS WB-01 AND WC -17. 12 +59.72 — — ^ N I E N S E 12" GV FLXPO 8 INSTALL 8" R.W. GATE VALVE PER WAS WV -02. T� 45* B(8S l� 3 — Y 4 I 2" MAR RUSH 0 m� PRIVATE ROAD M W — f a 8� I 12" PVC WATER 4' MIN O9 -- INSTALL END CAP PER WAS. 12" COUPLING- - 10 INSTALL MANHOLE PER STANDARD DRAWING SM -1 AND SM -6. O ` — 12 +0 11+00 1 ❑ + i a, N 4 MIN TO NEXT JOINT T1 INSTALL 8" PVC SDR -35 SEWER PIPE PER CITY STDS AND PER CITY STDS. 7 12 +25.32 3 % `.. 11 +30.67 12 INSTALL SEWER SERVICE PER SDRSD STANDARD S -17, S -18 AND S -25. TB(8SF) D `' �' C-4 4 13 INSTALL DROP MANHOLE PER STANDARD DRAWING SM -9 AND SM -6. W N I WI _ FO t4 REMOVE EXISTING MANHOLE, PRESERVE FLOW DURING CONSTRUCTION. -- — -- I� J m c l X N89'01'19 "W 140.31' + 15 CONNECT TO EXISTING DROP MANHOLE. ¢ oa O ^' 341 16 INSTALL WH231 SQUAT SEWER PUMP /WET WELL FACILITY, SEE ON SITE ELECTRICAL 3 `� PLANS FOR SERVICE FEED. - 17 INSTALL 2" D.I. FORCE MAIN 48" MIN COVER. F4 x�V� I w 21 z N I I❑ WATER CONNECTION DETAIL 18 INSTALL PRIVATE MANHOLE PER DETAIL SHEET 2. ® ® I T9 INSTALL RECLAIMED WATER METER BOX (CONNECT TO FUTURE RECLAIMED LINE OF SERVICE) w PER WAS WS-01 & WC -T7. ® ❑ El ❑ [1 I A S P H I I @--INSTALL BACKFLOW PREVENTION SERVICE PER WAS WR -01. o w 21 Ntw ? ve "tr4r shsfl ba AestvMa l ba4eA 3 ey oOww SR ru�� Q Q t O fWES, S / ow R /value and TL w/ wfv� 4 AC ovrC M sp N il P � � III I �— n + IS TECH 20 bo IRVINE, CALJFORNIA 02616tWo G T.040.760.a60 W W �I I I SCALE: 1' =20' xp.6 /30/20 CONSULTING, INC. F.040.7e.aaoa TR CIVIL ENGINEERINGCVC- INC.NET �i��pF 0 10 20 40 v `Ea��`� i SEESHEET 2 I LAND PLANNING &SURVEYING CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE GZG��Re- DESIGNED BY DRAWN BY CHECKED BY - DK DK VWS APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. 1gs-BN.CT.°z+v S -mi -I L - �1�"i5 DESCRIPTION: 2.5" BRASS Dtsc IN cuR6 -- '1bo,,o PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY. BY_ �yti,,;, PUBLIC IMPROVEMENT PLANS FOR: LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL 1"=20' DATE:9 — °L -�s_ BY: GIUM PRUIM GSIV4- RECORD FROM: CITY OF ENCINITAS RlApm grrrMQ- 'DaT� MASIH MAHER 1264 LAKE DRIVE 10851-1 ELEVATION: 323.983' AID. b81ba R.C.E. NO.: 33520 fN51TEERIN6/ Sll� �� DATUM: NAVD88 DATE: Z DATE: s% VERTICAL 1 =2 EXP.: 06/30/2012 . PUBLIC IMPROVEMENTS s PLANNING CASE NO: 10 -028 TM- 08 /CDP /DR /MIN /EIA SHEET 3 OF AS BUILT BY DATE 4 tv 0 w rn rn () W LL ?!zo 7D o co co to }U (DD U) -j 0 zzm O=w cs caIW-0 0 ° (L 6 — REMOVE AND REPLACE AC PAVEMENT IN ACCORDANCE WITH CITY STDS. o �y 11 16+00 20' EASEMENT 8 "x4" QI REDUCER CD 7a-- -- INSTALL BLOW OFF PER WAS WS -01 AND WC -17. t1I0NT + 0 _ __ _ _ 12 13 +66.49 13 +53.77 12 LOT 5 T C8)�— INSTALL 8" R.W. GATE VALVE PER WAS WV -02. STA DR. I --- NO2'S1'"W -123 i1W` + / O q CLEANOUT 21 -- - 16 3.15 N N LOT 325.24 INV LOT 1 O INSTALL END CAP PER WAS. psi N 12 10 INSTALL MANHOLE PER STANDARD DRAWING SM -1 AND SM -6. 14 1 11 11 INSTALL 8" PVC SDR -35 SEWER PIPE PER CITY STDS AND PER CITY STDS. , '�- -- 12 INSTALL SEWER SERVICE PER SDRSD STANDARD S -17, S -18 AND S -25. 13 6 �I / OUT CLEANOUT SEE LANDSCAPE PLANS FOR GROUND Tup o� tv bb Ic Fo be / CLEAN 325 27 INV COVER OR TURF SWALE SHALL HALE below k*c,. ih Vev{ 13 INSTALL DROP MANHOLE PER --4115 etiEF C l: B \ ( 325.19 INV OIJE LAYER OF COBBLE. � ( ) j FL OF GUTTER SHALL BE 0.04' ABOVE FINISH SURFACE PLANTS THAT ARE NOT PRONE TO COBBLE STABIIIZARON TYP 3 OF BID SWALE BLOCKING IHE DRAINAGE FLOW MAY 0— REMOVE EXISTING MANHOLE, PRESERVE FLOW DURING CONSTRUCTION. \ / ALSO BE PLANTED ON SIDE SLOPES 4" THICK PCC SIDEWALK LIP OF GUTTER NOD, TYPE G -1 8' CURB WITH 4" CURB CUTS 0 DEPH 15 CONNECT TO EXISTING DROP MANHOLE. \ cn = z i0 0..0 AND AT SUMPS, SEE SHEET 6 FOR STREET SECTION PER PLAN " 0D " A ... 16 INSTALL 2 BO IN A 1243 SBF CAP AND CAN. W I W r±5 c o �j New pavew.e� 0%01 be desr5tAe4k bored at.. R/vg1vt and T I 10' 10' Y AC ovev 6" clan i•wn bath W i I _ _ _ _ —I 6" MIN. ENGINEERED SOIL 0. � 'SEE NOTE BELOW BIO SWALE IL 6 810 -SWALE 1 '7 • ENpNETRED SOfL °LAYER SHALL BE MINIMUM 6' DEEP SANDY LOAM' 10' MIN. FILTER MEDIAN SOIL MIX WITH NO MORE 1HAN 5X CLAY CONTENT. THE MIX SHALL 3 PART CLEAN WASHED SAND ri I V CONTAIN 50 -60X SAND, 20 -30X COMPOST OR HAROWtiOD MULCH; 18" MIN TO 1 PART 318" GRAVEL AND 20 -30X TOPSOIL. S I SIDEWALK NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 25X MUST Q �� J c� INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE 10 25X r6/30/2014 F I UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING u 2" - 3/8" GRA a�M 35 A 4' CURB OPENING SERNCES le TECHNOLOGY, SURE Ils4 , g TIP/CAL IRVINE, CALIFORNIA 92618 �^ N c +25 SCALE+ 1' =20' NOTE• NO FILTER FABRIC IS TO BE USED IN THIS SECTON. 6' - 3/4" CRUSHED ROCK T '� 6eoo � _CURB OPEN 414ALE DETAIL IMPERMEABLE 24 "MIN * (n I NIS GEO- FABRIC IF REQUIRED CONSULTING, INC. F••7«• �1V1` \� 7�, \ I BY SOILS ENGINEER. TYPICAL BMP SWALE SECTION A -SAVE FE CIVIL ENGINEERING w LAND PLANNING & SURVEYING CViiiNC.NET �Bi CAUF� � 20' z o 0 10 20 40 WS z See Sheets 6 «tea � BENCHMARK SCALE ;PE(;! AA'— P11�TRIC DESIGNED BY DRAWN Y CHECKED BY CHANGE NO. DESCRIPTION APPROVED DATE T DK I DK I vws APPROVALS CITY OF E N C N TA S ENGINEERING DEPARTMENT DRAWING N0. r ARV f MAA11404-6 C-14AAIGES A5- F3u►CC5 DESCRIPTION: 2.5" BRASS DISC IN CURB _ PLANS PREPARED UNDER SUPERVISION OF REVI�WE�B BY: ',./ PUBIC IMPROVEMENT PLANS FOR: 3 A5- %V111 ,'t14Af hZ 1.141 C LOCATION: NVV QUAD BIRMINGHAM AND LAKE /'yl GLENN PRUIM C 51274 10851-1 HORIZONTAL 1"=20, DATE: t -� ®► BY: 126 4 LAKE DRIVE RECORD FROM: CITY OF ENCINITas MASIH MAHER ENGINEERING /PUBLIC WORKS DAR. 1�uANgl-4 PUBLIC IMPROVEMENTS s ELEVATION: 323.983' � R.C.E. NO.: 33520 DATUM: NAVD88 NO' b$i6� DATE: --� i Z / 13 DATE: ��Z 9` "� 3 VERTICAL 1 " =2' VINCENT W. SCARPATI EXP.: 06/30/2012 PLANNING CASE NO: 10 -028 TM- 08TCDPTDR/MIN /EIA SHEET 4 OF AS -BUILT gr DATE 0 m ex�C[(i OWW 0 zys^ `4 J V oz°' UUdi Z 6 IW- O O�d �I I� W_ L0IFE r A6 4 MNE, CALIFORNIA 0261 CONSULTING, INC. F. T. 940.709.416M 94o•7oo•owa CIVIL ENGINEERING CVrANC NET LAND PLANNING & SURVEYING CHANGE NO.1 DESCRIPTION l NOTE: CONTRACTOR TO POT HOLE AND VERIFY EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ANY PIPES CROSSING WITHIN 1' CLEAR SHALL HAVE PCC PIPE PROTECTION PER CITY STD. * \ Exp. 6/30/2014j* APPROVED DATE BENCHMARK M 411-11 IA DESCRIPTION: 2.5' BRASS DISC IN CURB C4-M LOCATION: NVV QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 I A I KLMUVE AND UISF'USL UF, IILM AS NUILU Bl SAVE AND PROTECT, ITEM AS NOTED © REFER TO SEPARATE UTILIITY, LANDSCAPE, OR IRRIGATION PLANS(S) FOR DISPOSITION FD SAWCUT SCALE ` Ee!AI E)IS:FoiGT AS �u�t -t5 HORIZONTAL 1 " =20' - 9 %a S wt,) 6�nWER DPi�E VERTICAL 1"=2' W. b81b-A J. EXISTING GAS, WATER AND SEWER LINE APPURTENANCE SHOWN IN PLAN TO BE PROTECTED W PLACE ALL ALL TIMES DURING CONSTRUCTION. 4. ALL EXISTING FACILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL NOT IMPACT THE RAILROAD QUIET ZONE IMPROVEMENTS. EXISTING RED CURB SHALL BE REPLACED PROMPTLY. 6. WORK WITHIN THE R/W SHOWN ON SEPARATE PLANS WILL REQUIRE SEPARATE R/W PERMITS. PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 CONSTRUCTION NOTES 19 INSTALL RECLAIMED WATER METER BOX (CONNECT TO FUTURE RECLAIMED LINE OF SERVICE) PER WAS WS -01 & WC -17. APPROVALS REVIEWED BY: By: By; GLENN PRUIM C 51274 MASIH MAHER ENGINEERING /PUBLIC WORKS DIF DATE: 1/22/ 1 DATE: 2P SCALE1 1' =30' 0 15 30 60 CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: 1264 LAKE DRIVE 10851 --1 PUBLIC IMPROVEMENTS I PLANNING CASE NO 10 -028 TM- 08 /CDP /DR /MIN /EIA SHEET 5 OFA A * •- ;r. r~ LLUU w w co H cn 16 VINE, CAUFO TECHNOLOGY, A 0 154 18 IRVINE, CALJFORNIA 92416 T. 649.769.6000 CONSULTING, INC. F. 949.709.0006 CIVIL ENGINEERING CVrANC.NET LAND PLANNING & SURVEYING CCHHAANNGE NO.I DESCRIPTION /3\ 1 F -' &lz7 'omol SAW '1•Il •1 e 7 `�. 33`10 • Exp. 6/30/2014 PROPOSED 6' WIDE PRIVATE a nrni — LANDSCAPE & IRRIGARON EASEMENT i 6 PARKING BIKE LANE PROPOSED GRASSfROCK- LINED-1 pROpDSED PCC SWALE FOR BMP S CURB W 14" OPENINGS EVERY 10' 7 AUGUST. 13, 1954 IN 551, OF O.R. 12' 7C LANE SANTA FE DR. CROSS SECTION NTS EXISTING MASONRY WALL NOTE: SANTA FE DRIVE IS CLASSIRED AS CLASS 2 BIKE LANE. CONSTRUCTION NOTES: 0— CdNST. SDRSD 8y CURB &GUTTER PER STD DRAWING G -1. G ?O— CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. MINIMUM SECTION 4" AC ON 6" CLASS 11. O3 -- CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 4�— FULL DEPTH SAW CUT, PROTECT VERTICAL EDGE. �— INSTALL SDRSD G -12 CROSS GUTTER IN THE LOCATIONS SHOWN. 6O— INSTALL SDRSD G -27 CURB RAMP. O7 -- CONSTRUCT 810 SWALE AND CURB OPENINGS, SEE DETAILS SHEET 4. CONNECT AND JOIN TO EXISTING IMPROVEMENTS O9 -- ITEM TO BE RELOCATED UNDER SEPARATE COVER. 10 REMOVE EX PCC IN THE LOCATIONS SHOWN. 11 INSTALL FULL DEPTH AC PATCH PER GREEN BOOK STANDARDS. 12 TRANSITION FROM 6" CURB AND GUTTER TO ROLL CURB. 13 INSTALL SDRSD -G14-C DRIVEWAY. New p %Avu ergk Sbwl+, be dQS:S•,edk based o•• R /ua �` T h T �;�;, y" AL oue. 6" claS5 two base BIO SWALE (I SCALEi 1' =20' 0 10 20 40 APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NVV QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 SCALE HORIZONTAL 1=20 " VERTICAL 1"=2' sSREGI A l 9IS+RI �ua'Tg 7 G i� R40 vsvftm NO• betb-A utawDKu nr urcrc nr cnn� u UT APPROVALS REVIEWED BY: BY; GLENN PRUIM C 51274 � MASIH MAHER ENGINEERING /PUBLIC WORKS DIR. DATE: (1 2213 DATE: 1 2 1 /3 CITY OF E N C I N I TA S ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: 1264 LAKE DRIVE PUBLIC IMPROVEMENTS Di enanunir_ recd xin- In rna tnn_nau^no/noineinucle K PLANS PREPARED UNDER SUPERVISION OF DATE: 1— !'� —Zt 1 R.O.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 DRAWING NO. 10851 -1 UAM1 u o to co o; m U UJ L. 0 ( 0) S J Q � � rn zrn 0 6i caIW-0 U ° a. 0 X q jo.. 5 -w w +off 69 +18.0 2 69 +11.08 330 °9} TC go 4V 3n n 4 68 +72.50 �327.14 FL 3 IS R IRVINE, CALIFORNIA 8 I54 IRVINE, CAIFORA +a2dld ft CONSULTING, INC. F. �:FaQ:�o CIVIL ENGINEERING CVC -INC.NEr LAND PLANNING & SURVEYING CHANGE NO. I DESCRIPTION /3\ 1 Ar- 'so-trPLAN sw - 1 -.I -t4 * �Exp. 6/30/2014/* w MAIN w SANT FE DRIVE C 0 +0 S- V ,A1Te ,IA,., S S ri11114111h7 WITH 4" OPENINGS EVERY 10' O.C. (TYP) - / LA Lj PP ABANDON EX WATER METER AT MAIN See -sheet h Per Sect,*.% A SCALE: 1' =20' 0 10 20 40 to w w Cn w w U) 0 0 CURVE TABLE CURVE LENGTH RADIUS DELTA TAN Cl 47.05 30.00 89 052'05" 29.93 C9 46.90 30.00 89 °34'14" 29.78 C14 14.09 25.00 32017'11' 724 C151 14.14 25;00 32 °24'44" 7,27 C16 1 47.13 30.00190'01'06' CONSTRUCT BID SWALE, AND CURB OPENING SEE DETAILS SHEET 4. 30.01 C17 90-- ITEM TO BE RELOCATED UNDER SEPARATE COVER. 10 REMOVE EX PCC IN THE LOCATIONS SHOWN. - r- -- - - - - - -- --- w- - ----------_----- L DRIVE a L24 4-) u� z 25 +00 Q 4 5 30r 20 N00'58`57"E 60.86' R/W 5' 24 +76.80 CL JIICE DRIVE 1 hs4�1\ cress gti PC,. ve 34 10 +00.00 CL ATE ROAD s1 c..+26.57 G . 12 Cn .50 TC �f 342,69 FL is 4 342.28 FL 25 +26.57 00 FS PP 9 342.46 8 `10 . FS _ 41.96_FS _ - - 2 _ W - 6 342.54 S " -- - - - -Ln - - - - -- L - -- g-- ------ - - - - -- I 0'58''57 "E 99.94' •ysrbo� C1I E2 9 � I - -- 3 ' R/W VLT N y I- (PROP R/W C 06 3'U' 3 I TC 343..14 T I 343.16 FL 342.72 FL - -I CURB IN -PLACE " NOTE: LAKE DRIVE IS CLASSIFIED LAKE DRIVE CROSS SECTION AS CLASS 3 81KE ROUTE NTS (I SCALE, 1' =20' 0 10 20 40 APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NVV QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 SCALE „ HORIZONTAL 1 -20 - VERTICAL 1 " =2' R5 emILT5 ` !p - RVF1N bl DEICE No °b'81b� UCJlGKCU UT Cn CONSTRUCTION NOTES: G;NLLAtU CT �1 -- CONST. SDRSD 8� CURB & GUTTER PER STD DRAWING G -1. DRAWING NO. 10851 - DK �Y i VWS O2 - CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPOT MINIMUM SECTION 4" AC ON 6" CLASS II. 30--- CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. FULL DEPTH SAW CUT, PROTECT VERTICAL EDGE. O5 -- INSTALL SDRSD G -12 CROSS GUTTER IN THE LOCATIONS SHOWN. INSTALL SDRSD G -27 CURB RAMP. 7t�-- CONSTRUCT BID SWALE, AND CURB OPENING SEE DETAILS SHEET 4. CONNECT AND JOIN TO EXISTING IMPROVEMENTS 90-- ITEM TO BE RELOCATED UNDER SEPARATE COVER. 10 REMOVE EX PCC IN THE LOCATIONS SHOWN. 11 INSTALL FULL DEPTH AC PATCH PER GREEN BOOK STANDARDS. 12 TRANSITION FROM 6" CURB AND GUTTER TO ROLL CURB. 13 INSTALL SDRSD -Gl4 -C DRIVEWAY. 21 New pave.,,.e,..t Sl,wq be desc %keek boseek R/ valvt o^& T I 44" Ac- ever 6 ' class kw* base N00'58`57"E 60.86' R/W 5' 24 +76.80 CL JIICE DRIVE 1 hs4�1\ cress gti PC,. ve 34 10 +00.00 CL ATE ROAD s1 c..+26.57 G . 12 Cn .50 TC �f 342,69 FL is 4 342.28 FL 25 +26.57 00 FS PP 9 342.46 8 `10 . FS _ 41.96_FS _ - - 2 _ W - 6 342.54 S " -- - - - -Ln - - - - -- L - -- g-- ------ - - - - -- I 0'58''57 "E 99.94' •ysrbo� C1I E2 9 � I - -- 3 ' R/W VLT N y I- (PROP R/W C 06 3'U' 3 I TC 343..14 T I 343.16 FL 342.72 FL - -I CURB IN -PLACE " NOTE: LAKE DRIVE IS CLASSIFIED LAKE DRIVE CROSS SECTION AS CLASS 3 81KE ROUTE NTS (I SCALE, 1' =20' 0 10 20 40 APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NVV QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 SCALE „ HORIZONTAL 1 -20 - VERTICAL 1 " =2' R5 emILT5 ` !p - RVF1N bl DEICE No °b'81b� UCJlGKCU UT UKFIWN bT G;NLLAtU CT APPROVALS REVIEWED B � N I BY'RIN P BY: /1/�° GLENN PRUIM C 51274 MASIH MAHER E G NEE G/ U LIC ORKS DIR. DATE: -112Z/ 13 DATE: _/ 12 9 CITY OF E N C I N I TA S ENGINEERING DEPARTMENT PUBLIC IM VEMEN PLAN � E D R I V E 1 (�i. PUBLIC IMPROVEMENTS PLANNING CASE NO: 10 -028 TM- 08 /CDPTDRIMIN /EIA DRAWING NO. 10851 - DK DK i VWS PLANS PREPARED UNDER SUPERVISION ISION OF DATE: I� -ZI R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 1 SHEET 7 OF I ;w io Ar 4 r Rr . AS -BUILT n UWu- ? -o (5 a) 80 zZrn_ �=ui U 06FO U'a O POLE & EQUIPMENT SCHEDULE POLE DATA SIG MA HP SOD VAP SIGNAL MOUNTING PPB IISNS MESSAGE LOCATION TURN REG. REMARKS NO. TYPE HGHT MA WATTS VEH MA PED 0 QUAD A B 0 17 -1 -70 30' 15' SV -= -T 1 -MAS SP -2 -T 4 E EXIST. EXIST. "LEFT TURN YIELD" EXISTING STANDARD © PPB POST 310' - - - S S ", EXIST. EXIST, EXISTING STANDARD TYKE 15 30' im 12 250 SV-1-T S11-1-T 6 S EX19E EXIST, EXISTING STANDARD OD 1 -A 19' - - T11-2 -T - - EXIST. EXIST, EXISTING STANDARD QE 1713 -2-70 30' 20' 12' 250 2- SV -1 -T 1 -MAS SP-1 -T 2 N Lake Dr EXIST. EXIST. "LEFT TURN YIELD" EXISTING STANDARD 1 -A 10' TV-1 -T mommmmmmm 2 N 11' 5' O RELOCATED STANDARD QG TYPE 15 30' 12' 250 SV -1 -T SP -2 -T 4 E 11' 5' O2 RELOCATED STANDARD SANTA FE w i oa w OR EP. A B POLE LOCATION v 14 10' A B.C.R. CROSSWALK POLE PLACEMENT DETAIL G) amm- V z --I W A i J "– 2 "C., 1 -DLC I3u 1.5 "C., 3 -DLC 02 -411 02 EVP ® j o FA CONSTRUCTION NOTES BC-2 riti ^i RELOCATE EXISTING TYPE 1A POLE AND VEHICLE SIGNAL HEAD TO LOCATION F. REMOVE FOUNDATION BELOW FINISHED 5 % ( YI GRADE - AS DIRECTED BY THE CITY INSPECTOR. �. O2 RELOCATE EXISTING TYPE 15 LIGHT STANDARD, MAST ARM, LUMINAIRE, RADIO EQUIPMENT, AND VEHICLE 4 CD SIGNAL TO LOCATION G. INSTALL 02 AND 04 VEHICLE HEADS AND MOUNTING HARDWARE FROM 1 -A POLE CURRENTLY LOCATED AT LOCATION G. YYYI INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN. USE TYPE "E" MODIFIED LOOP FOR FRONT LOOPS, PER CITY STANDARDS. 8 / O EXISTING TYPE 332 CABINET, CONTROLLER AND EQUIPMENT TO REMAIN. O5 EQUIPMENT SHOWN PER CITY DRAWING TS -007. 6 7 EXISTING TYPE III -BF SIGNAL AND LIGHTING SERVICE TO REMAIN. OEXISTING 3" CONDUIT, 2-#8,2-#10, 2 - #12. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A610 S14EA5f 8- S 6K 112-'3 I S DESCRIPTION: 2.5" BRASS DISC IN CURB VSUr - S AW ISLA4 2�/(� LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS HORIZONTAL 1 " =20' ELEVATION: 323.983' DATUM: NAVD88 VERTICAL 1 " =20' s 0. DI r 01 . ." CONDUIT i PARW NA RA AtA I NOME NOT USED mmammammm ", i i'iiir im mmmmmammm iiiii ir.I mm MM M M MP ammmmmmmm mommmmmmm mmmmmmmmm mmmm®m© ®m i i mm©©©m©mm mmm-m ©©mm mmmmmmmmm mmmmmmmmm umnn Iffix 1.5 "C., 1 -DLC / e / 3- F6 - - - -- -- w w ) - -- 77+00 1 -E -6 '\ / 2 -E -6 w w SANTA FE DRIVE RC E TRAFFIC ENGINEERING 9255 Dillon Drive La Mesa, California 91941 Phone: (619) 589 -9151 rickcrafts @cox.net PHASE DIAGRAM 1 2 3 t 4 NOT USED 0 NOT USm ; 5 6 7 IY 6 NOT USED ' -4 Na C 31512 .S/pL38,i PLANS PREPARED UNDER SUPERVIS O OF + DATE: / R.C.E. NO.: 34512 EXP.: 06/30/2015 APPROVALS REVIEWED BY: BY. AA. `.�� BY- r-.br GLENN PRUIM MASTH AIAHER PUBLIC WORKS DIR. DATE: DATE: I/ Z G/ 1 S GENERAL NOTES 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE "E" WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES -5A AND ES -5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TYPE B LEAD -IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS, ALL OTHER LOOPS SHALL HAVE 3 TURNS. 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 5. ALL SIGNAL HEADS SHALL BE 12" LED TYPE WITH BACK PLATES. 6. ALL PEDESTRIAN SIGNALS SHALL BE "COUNTDOWN" TYPE LED. PEDESTRIAN PUSHBUTTONS ^ – SHALL BE 2" ADA TYPE. 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. 9. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL, AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. 9c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATION. 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED INCOORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. SIGNING AND STRIPING NOTES in INSTALL 12" WHITE CROSSWALK (IN THERMOPLASTIC) n2 REMOVE EXISTING CROSSWALK 0 REMOVE EXISTING CROSSWALK BETWEEN NORTH CURB AND DOUBLE YELLOW CENTERLINE EXTEND EXISTING DETAIL 22 CENTERLINE STRIPING TO NEW CROSSWALK ueeue �niun ❑an n.euur �.r uvv ® NEW ML 1 GRAPHIC SCALE CITY OF E N C I N I TA S ENGINEERING DEPARTMENT TRAFFIC SIGNAL MODIFICATION PLANS FOR: SANTA FE DRIVE & LAKE DRIVE PLANNING CASE NO: 10 -028 TM- 08ICDP /DRIMINIEIA ■ DRAWING NO. 10851 -1 0 9 oe a rn UWIL ? ~ o U) COO F }U m �O03 0OZw U U iii ,61--0 U , IL NOT USED NOT USm ; 5 6 7 IY 6 NOT USED ' -4 Na C 31512 .S/pL38,i PLANS PREPARED UNDER SUPERVIS O OF + DATE: / R.C.E. NO.: 34512 EXP.: 06/30/2015 APPROVALS REVIEWED BY: BY. AA. `.�� BY- r-.br GLENN PRUIM MASTH AIAHER PUBLIC WORKS DIR. DATE: DATE: I/ Z G/ 1 S GENERAL NOTES 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE "E" WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES -5A AND ES -5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TYPE B LEAD -IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS, ALL OTHER LOOPS SHALL HAVE 3 TURNS. 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 5. ALL SIGNAL HEADS SHALL BE 12" LED TYPE WITH BACK PLATES. 6. ALL PEDESTRIAN SIGNALS SHALL BE "COUNTDOWN" TYPE LED. PEDESTRIAN PUSHBUTTONS ^ – SHALL BE 2" ADA TYPE. 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. 9. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL, AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. 9c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATION. 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED INCOORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. SIGNING AND STRIPING NOTES in INSTALL 12" WHITE CROSSWALK (IN THERMOPLASTIC) n2 REMOVE EXISTING CROSSWALK 0 REMOVE EXISTING CROSSWALK BETWEEN NORTH CURB AND DOUBLE YELLOW CENTERLINE EXTEND EXISTING DETAIL 22 CENTERLINE STRIPING TO NEW CROSSWALK ueeue �niun ❑an n.euur �.r uvv ® NEW ML 1 GRAPHIC SCALE CITY OF E N C I N I TA S ENGINEERING DEPARTMENT TRAFFIC SIGNAL MODIFICATION PLANS FOR: SANTA FE DRIVE & LAKE DRIVE PLANNING CASE NO: 10 -028 TM- 08ICDP /DRIMINIEIA ■ DRAWING NO. 10851 -1 0 9 oe a rn UWIL ? ~ o U) COO F }U m �O03 0OZw U U iii ,61--0 U , IL