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2011-10851 I (Plans)VICINITY MAP I� 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. 16 TECHNOLOGY, SURE 154 IRVINE, CALIFORNIA 02616 T. 946.766.6600 CONSULTING, INC. F. o"- 76+a•66oa CIVIL ENGINEERING CvCIr4CNET LAND PLANNING & SURVEYING 1 CHANGE NO. DESCRIPTION q No. � Exp. 6/30/2014 • CIVIL .���` APPROVED I DATE PLANS FOR THE CONSTRUCTION O STORM WATER POLLUTION CONTROL STREET IMPROVEMENTS BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITY 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 ]NOT 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 TITLE SHEET SHEET AND SHALL HAVE TWO (2) 4" OUTLETS AND ONE 1 -1/2" OUTLET. THE HYDRANT GENERAL NOTES SHEET SHALL MEET CURRENT FIRE DEPARTMENT STANDARDS FOR COMMERCIAL FIRE HYDRANTS. WATER AND SEWER PLAN 2. CURBS ON STREETS HAVING ON- STREET PARKING SHALL RECEIVE RED STRIPING WATER AND SEWER PLAN SHEET EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE WATER AND SEWER PLAN SHEET FIRE DEPARTMENT STANDARDS. DEMO PLANS 3. CONTRACTOR TO INSTALL BLUE TWO SIDED RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT CONNECTIONS TO MEET SHEET FIRE DEPARTMENT STANDARDS. BLUE DOTS SHALL BE PLACED 4" TO C FROM CL ON HYDRANT SIDE. STREET IMPROVEMENT PLANS PRIOR TO DELIVERY OF COMBUSS;ROLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDTIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: MAIL BOX 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING AGENCY; = FLOWLINE 2. AT A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL STORM DRAIN MANHOLE 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. SEWER MANHOLE S -3 & S -4 TRAFFIC CONTROL NOTES STREET LIGHT 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, BLOW OFF WO-1 WC -17 SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MANUAL AIR RELEASE WA -1 WC -17 MAINTENANCE WORK ZONE (1985 EDITION) AC 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH ARHM CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO BC 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS BW NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL CAB TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT CMP ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. EC 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. EP 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. EXIST. ❑ FH 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. FL 6• TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. FS 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED HORIZ. POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. IE 8• ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING LIP PCC PROJECT CONSTRUCTION. PCR PP SAN ELIJO JOINT POWERS ATHORITY APPROVED SIGN DATE BENCHMARK DESCRIPTION: 25" BRASS DISC IN CURB LOCATION NW AD BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA /HOMEOWNER I AGENT, etc. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON MOP- ?6 Za /L AS DOC. #: Z0/2,- DS8 /Z3j SCALE SPECIAL DISTRICT DES QU BIRMINGHAM AND LAKE HORIZONTAL RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 VERTICAL PUBLIC WORKS APPROVED SHEET INDEX SHEET } 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 DESCRIPTION STD. DWG. SYMBOL WATER METER WS -09 WC -17 = POLYVINYL CHLORIDE PIPE POWER POLE PVMT CAP GUY POLE (R) OG FIRE HYDRANT WF -01 ooa GUY WIRE REQD. c GAS VALVE R/W ®v = EDGE OF PAVEMENT SDRSD = SAN DIEGO REGIONAL GAS METER STANDARD DRAWINGS MAIL BOX ST LT GM = FLOWLINE TB M° STORM DRAIN MANHOLE SIGN TC =TOP OF CURB SEWER MANHOLE S -3 & S -4 O STREET LIGHT VERT. o BLOW OFF WO-1 WC -17 __o MANUAL AIR RELEASE WA -1 WC -17 = EXISTING ELEVATION WATER VALVE WV -02 TELEPHONE RISER ❑ CATV RISER ELECTRIC RISER ❑E ELECTRIC METER 19 EM PULL BOX Ea CATV PEI ❑ TWS LANDSCAPING m CONCRETE PAVERS ABBREVIATIONS = ASPHALT CONCRETE PRC = POINT OF REVERSED CURVE = ASPHALT RUBBERIZED HOT MIX PVC = POLYVINYL CHLORIDE PIPE = BEGIN CURVE PVMT = PAVEMENT = BOTTOM OF WALL (R) = RADIAL BEARING = CRUSHED AGGREGATE BASE RCP = REINFORCED CONCRETE PIPE = CORRUGATED METAL PIPE REQD. = REQUIRED = END CURVE R/W = RIGHT OF WAY = EDGE OF PAVEMENT SDRSD = SAN DIEGO REGIONAL = EXISTING STANDARD DRAWINGS = FIRE HYDRANT ST LT = STREET LIGHT = FLOWLINE TB = TOP OF BERM = FINISHED SURFACE = HORIZONTAL TC =TOP OF CURB = PIPE INVERT ELEVATION TW = TOP OF WALL = GUTTER LIP VERT. = VERTICAL = PORTLAND CEMENT CONCRETE X -GTR = CROSS GUTTER = POINT OF CURB RETURN (72.89) = EXISTING ELEVATION = POWER POLE a ^7 -fZ SIGN DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �w R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 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 91 �9� W o rn lqv rn �wLL F- U) J O COB J "t z 5 � U W 'pro � oc) SDWD Wll -120 PLANNING AND BUILDING PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DIST. APPROVED APPROVED APPROVED APPROVED ��p 9 I I/ BY DATE 2I f Zoe BY-40 R /o /s BLAIR KNOLL DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGN GATE N� APPROVALS REVIEWED BY CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: DRAWING NO. • BY. MASIH MAHER � [l, �� DR; DATE: �r2TfjL DATE: / z 1264 LAKE DRIVE PUBLIC IMPROVEMENTS 10851 -1 PLANNING CASE NO: 10 -028 TMDB /CDPIDR /MIN /EIA CHFPT 1 np-LVA 91 �9� W o rn lqv rn �wLL F- U) J O COB J "t z 5 � U W 'pro � oc) 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, 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 EXISTIN, 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 AGENCI 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 EXISTINI (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY T (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 COUPLING BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USL 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. 18 TECHNOLOGY, .91N1E 134 IRVINE, CALIFORNIA 02616 T. 040.760.6600 CONSULTING, INC. F.9".7e0.e603 CIVIL ENGINEERING CV04NCAET LAND PLANNING & SURVEYING No. 33520 : �. 6/30/2014 CHANGE DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5' BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' SCALE HORIZONTAL 1 " =20' VERTICAL 1 " =2' SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKE D BY APPROVALS REVIEWED B gy. mss, BY: GLENN jRVIM cs +�►� MASIH MAHER ENISINMRIM PUSUC.NIDRKS DIP. DATE: 9 I?71 I Z DATE: j 2 3 CITY O ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: 1264 LAKE DRIVE PUBLIC IMPROVEMENTS PLANNING CASE NO: 10 -028 TM- 08 /CDP /DR /MIN /EIA DRAWING N0. 10851-1 ? DK DK vws QCLETE IA - REP - LJ I PLANS PREPARED UNDER SUPERVISION OF DATE: i3, Z.-« R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 SHEET_ 1A OF XI W h +q �i x LO zoo �o � Z G1 ti J >- �D LLD M1 � 0, Z°EV L) O U = � i W W Z d5 ~� S 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. (L2) 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, SUITE 184 IRVINE, CALIFORNIA 92618 T.O40JOO.e80o CONSULTING, INC. F. aw•7ee -eam CIVIL ENGINEERING CVCINCNEr LAND PLANNING & SURVEYING * `Exp. 6/30/2014/+ 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 CAN �-- I�-►�� PER SDRSD SC--01 FINISH GRADE I e.� WYE, 10" x 8" OR B" x 8" PIPE SIZE 10" OR 8" PER PLAN CROSS, PVC, 10" x 8" OR B" x 8" 13" PVC 45' BEND - an PVC PIPE SIZE' 10" OR 8" PER PLAN 4 ! .e PV9, i• y- r` • /+ , i a 1 6 I1. B" PVC 45' BEND 2' MIN + I- rc - -- 77 741 : 2 MIN \ 3�\ 2 -SACK SLURRY BACKFILL DROP STRUCTURE NOTES: MANHOLES INSTALLED IN EASEMENTS SHALL BE RAISED MINIMUM 12" ABOVE FINISH GRADE. CLEANOUTS MAY BE INSTALLED AT FINISH GRADE, ya DROP MANHOLE (FOR 811 OR 10" PIPE) INSTALL OLDC PER SHOP DR INSTALL PVC PER DETAIL I NUMBER LMSD S -3 WEIR END CAP DETAIL PRECAST MH HEREON ND CAP FOR APPROVAL ONLY Structure: Drop MH STA 72 +95.35 Ll Precast', Sales Order: 8141860 Job Name: Cardiff Estates- Encinitas 12 2434 Rubidoux Blvd (951) 788 -9720 phone Job Location: 1284 Lake Di Riverside, CA 92509 (951) 784 -4365 fax Encinitas, CA 92024 Take Off By: 212612014 IuisgarcOl UKAWK t5T Pour Date: APPROVALS REVIEWED BY: BY: All. BY: py GLtm# ARUIM MASIH MAHER DATE: DATE: ¢ l Zl /1 4 Contractor: Burtech Pipeline Inc. Based On: 14 -024 Specification: 60" Sanitary 36" FR & 2 pc CV: 1325 SCB "CITY OF ENCINITAS SEWER" DK Ship Date: 1 r Design Build Height Stack Build Height Top of Casting + 341 -18' FR & 2 pc CV + 0.50' Channel: 4 -Way Channel Full Height Outlet Invert 323.72' Adjustment + 0.63' Eccentric Cone + 3.00' Steps: Plastic Design Height = 17.46' Notes: 1. DROP SEWER MH Risers + 1125' — CORE DRILLED HOLE FOR PIPE 3 & 5 BY OT HERS Base Gain + 2.08' 3. APPLY I25tnils cf RAVEN 405 1,0ATING in MH Design Height = 77.48' INTERIOR. Spark Tests '.virile on site at 12,5CO vol s 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 0.0" #2 323.82' 90° 8" PVC Sdr 35 12.0" 0 12-08 PSK:DD 1.0" #3 331.12' 90" 8" PVC Sdr 35 12.0" G Mortar 17.0" #4 323.82' 180° 8" PVC Sdr 35 12.0" 0 12 -08 PSX:DD 1.0" #5 331.12' 180' 8" PVC Sdr 35 12.0" 0 Mortar 17.0" #6 1 323.82' 265' 8" PVC Sdr 35 12.0" 0 12 -08 PSX:DD 1.0" Elevation (View A-A) Plan View Al TOP g� fi 7.5 A—..._ , a l •� 95° so° ` 3s � 8 __.—A 6D$. 36$ gY I I I 6; 17,46• 85° 90° OF N a , , I �I - -- - A I q #4.'#5 45 C BOM For Structure I I ID Description Qty. Weight a Fr 1325 SCB "CITY OF ENCINITAS SEWER" 1 850 4 °'E A 36" X 3" Grade Ring 2 407 zs fl E B 60" X 36" X 36" Ecc. Cone PS 1 3,488 1 --- D 60" X 45" Shaft PS 1 4,660 323.72• _ ____ - FLOW C 60" X 45" Shaft PS 2 9,593 1° ``- fBOi� E 60" X 33" Base PS 6 "F 1 7.002 Total Precast (Ibs) 26,020 77, Submittal Drawing 6.0.75 Page 1 of 1 A AE(-J s Nte7 3/612014 CHANGE N❑ DESCRIPTION APPROVED DATE BENCHMARK 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION; 323,9$3' DATUM: NAVD88 SCALE HORIZONTAL 1 " =20' VERTICAL 1 " =2' SPECIAL DISTRICT UcarencU Or UKAWK t5T I:HGI:KtU UT APPROVALS REVIEWED BY: BY: All. BY: py GLtm# ARUIM MASIH MAHER DATE: DATE: ¢ l Zl /1 4 CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBUC IMPROVEMENT PLANS FOR: 1264 LAKE DRIVE PUBLIC IMPROVEMENTS PLANNING CASE N01 10 -028 TM- 08 /CDP /DR /MIN /EIA DRAWING NO. 10851 -I 00 DK DK Vill r PLC - 1A 4 PLANS PLANS PREPARED UNDER SUPERVISION OF DATE:3 ji N R.C.E. 06 33520 VINCENT W. SCARPATI EXP.: 06/30/2011 2 SHEET 1 Q OF X Ni X �Q rn � U ZLJ o Zvi H _rte :D LD 1, �L-1 O Z J D O U Z M S i W W Z 06 71 U ,a- ui M w w x CD I.0 w U) CONC SCALE, 1' =20' CONSTRUCTION NOTES: &-- INSTALL 8" PVC CL -305 WATER LINE PER SAN DIEGUITO WATER DISTRICT STANDARD WP -01 AND WP -02. O—INSTALL DUEL 3/4" DOMESTIC AND 1" FIRE METER PER WAS WS -09 AND WC -17. 4 1 INSTALL DI BEND AND THRUST BLOCK PER WAS WT -01. (D—INSTALL FIRE HYDRANT ASSEMBLY PER WAS WF-01. INSTALL 12"X12"X8" TEE W/VALVES PER DETAIL. REMOVE AND REPLACE AC PAVEMENT IN ACCORDANCE WITH CITY STDS. 7— INSTALL BLOW OFF PER WAS WB -01 AND WC -17. INSTALL 8" R.W. GATE VALVE PER WAS WV -02. INSTALL END CAP PER WAS. 10 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. 13 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 WK231 SQUAT SEWER PUMP/WET WELL FACILITY, SEE ON SITE ELECTRICAL PLANS FOR SERVICE FEED. 17 INSTALL VeM FORCE MAIN 48" MIN COVER. 18 INSTALL PRIVATE MANHOLE PER DETAIL SHEET 2. 19 INSTAII RECLAIMED WATER METER BOX (CONNECT TO FUTURE RECLAIMED LINE OF SERVICE) PER WAS WS -01 do WC -17. 20 INSTALL BACKFLOW PREVENTION SERVICE PER WAS WR -01. L Td'DT= f'RAH q'r-v (AM) MAW- ALb C�YEL2 1 E,itS II A LILI� � LWL.FSS f� pA. Q MIN �170 4e woo I- vi 11 Fciece P, JIL lit j 41�RA�'I"r'f`� IL►J�Lk'll NEE= MME M06O 4E9 SH,EIL ee- ALOAH99& FA!dq:z�( NO. A -100 OIL F- QUASLI W170 -THF %JCW °C-0\qt12° r'lO&sSEP 64J6! dEX4AS> 14FA10. N'rs . I8'1E111HHOLC QII•, BUIIE 184 t T. Q/Y.70Y.0000 °C > ft. 33520 CONSULTING, INC. F. �•�•0md * Exp. 6/30/26}4 . CIVIL ENGINEERING LAND PLANNStG S SURVEYING 6MO MIC.lIET OF CAIN CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT INFO Y DRAWN BY CNECKED BY DK DK Rt APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWIJ-I E =c � ZI DESCRIPTION: 2.5" BRASS DISC IN CURB PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: BY. PUBLIC IMPROVEMENT PLANS FOR: LOCATION: NVV QUAD BIRMINGHAM AND LAKE HORIZONTAL 1"=20' DATE: 71 -30- l'L BY_ /�� GLENN FROM C 51214 1264 LAKE DRIVE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' MASIH MAHER EN61p9AIWPUNX IIII RKS D1R. DATUM: NAVD88 R.C.E. [� 1 R.C.E. NO.: 33520 DATE: C1 117 /� DATE- 00" PUBLIC IMPROVEMENTS VERTICAL 1 =2 VINCENT W. SCARPATI EXP.: 6 3 0 __ PLANNING CASE NO: 10 -028 TM -08 /CDPlDRlMIN /ETA SHEE CD 0 9 UWLL ?1=0 (? U) So ~O� �J d) Z Z a O U W �O c> r a. P CONSTRUCTION NOTES:_ (D—INSTALL 8" PVC CL -305 WATER LINE PER WAS WP -01 AND WP -02. 2 INSTALL DUEL 3/4" DOMESTIC AND 1" FIRE METER PER WAS Q_ STA 13 +00 SEE SHEET 4 CD ® 3 5 i 4' MIN TO NEXT JOINT WS -09 AND WC -17. o 4 O3 -- INSTALL DI BEND AND THRUST BLOCK PER WAS WT-01. I�LLL__J Ilil I I ,awl I 12" COUPLING �--� 12" PVC WATER 4' MIN INSTALL FIRE HYDRANT ASSEMBLY PER WAS WF -01. 3' [E:I] 8" GV FLXFL W/ 5a INSTALL 12"X12 "X8" TEE W/VALVES PER DETAIL. II o I FLANGE ADAPTER � 12" GV FLXPO 343.95 FLANGE Soo REMOVE AND REPLACE AC PAVEMENT IN ACCORDANCE WITH CITY STDS. ff 1 I o � PROP 8" PVC - ,12"X12 "X8" FLG TEE W/ TB (10 SF) (D—INSTALL BLOW OFF PER WAS WB -01 AND WC -17. I 12 +59.72 IN I E N S E 12" GV FLXPO 8 INSTALL 8" R.W. GATE VALVE PER WAS WV -02. T� 45! TBEISF) 3 — Y34 S4 2" MAR RUSH o ti� PRIVATE ROAD 8 " INSTALL END CAP PER WAS. ?9 s. J M a 12 PVC WATER 4' MIN ?2 �y 1 W 1 I �' r 0 12" COUPLING t0 INSTALL MANHOLE PER STANDARD DRAWING SM -1 AND SM -6, vO — 12 +0 — 11 +00 ti 4' MIN TO NEXT JOINT Ki i t INSTALL 8" PVC SDR -35 SEWER PIPE PER CTiY SIDS AND PER CITY STDS. - — — — 7 1 12 +25.32 3 2 11 +30.67 r,-,l 1 +30.67 12 INSTALL SEWER SERVICE PER SDRSD STANDARD S -17, 5 -18 AND S- 25.(8)!D N I N 13 INSTALL DROP MANHOLE PER STANDARD DRAWING SM -9 AND SM -6. W W I w t4 REMOVE EXISTING MANHOLE, PRESERVE FLOW DURING CONSTRUCTION. F ------- - -- - -- — �� ¢ coil N89'01'19 W 140,31' + 15 CONNECT TO EXISTING DROP MANHOLE. a C) o N i 34` X :m n 16 INSTALL WH231 SQUAT SEWER PUMP /WET WELL FACILITY, SEE ON SITE ELECTRICAL 3 PLANS FOR SERVICE FEED. z c Q �s 3i W i7 INSTALL 2" D.I. FORCE MAIN 48" MIN COVER. 21 o I ❑ WATER CONNECTION DETAIL 18 INSTALL PRIVATE MANHOLE PER DETAIL SHEET 2. ® ® I i9 INSTALL RECLAIMED WATER METER BOX (CONNECT TO FUTURE RECLAIMED LINE OF SERVICE) ® o 2 I A S P H I PER WAS WS-01 & WC -t7. ❑ El 1-1 ❑ N I 20 fNSTALL BACKFLOW PREVENTION SERVICE PER WAS WR -01. 1l Ntw pwvevvtev.ir saall ba 4)sSi.,v%* -j bwiedL 3 oh R /vi%lv*- o.v.d1 TI w/ vnty% 4 "AC oytrC" ��QR °fWSS /5��� q — a + 16 TECHNOLOGY, SURE 154 "MO hQv� c9P 0 20 4L) bD IRVINE. CALIFORNIA 92E18 c's o �" II — Ln T.440.76o.d000 W I cn CONSULTING, INC. F. �.7ce•eeos se Exp. 6/30/2014 I w w SCALE i' =2o' CIVIL ENGINEERING c1v1L LAND PLANNING & SURVEYING CVC- INC.NEr of +F °� SEE SHEET 2 0 10 20 40 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY DK I DK vws APPROVALS CITY OF E N O I N I TA O ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: 2.5' BRASS DISC IN CURB PLANS PREPARED UNDER SUPERVISION OF REVIEWED B : BY: PUBLIC IMPROVEMENT PLANS FOR: LOCATION: NVV QUAD BIRMINGHAM AND LAKE HORIZONTAL 1 " =20' DATE:(% -L-t�_ BY: G1tN►I FRUIm CS04- 264 LAKE DRIVE pg _I RECORD FROM: CiTY OF ENCiNITAS R.C.E. NO.: 33520 MASI H MAHER ELEVATION: 323.983' EI�iI NEfRINb B� acs �� PUBLIC IMPROVEMENTS p DATUM: NAVD88 " DATE: �1 20 Z DATE: 2P VERTICAL 1"=2' VINCENT W. SCARPATI EXP.: 06/30/2012 PLANNING CASE NO: 10 -028 TM- 08 /CDP /DR /MIN /EIA I SHEET 3 OF to 0 co co rn ti os rn LXX V W LL ?to O0) (wo 1= (9 � �0 z o g 0 U LL} caW_0 0 0 " " a 6 810 -,WALE T1. ' ENGINEERED SOIL LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM' 10 MIN. RL IER MEDIA: SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL 3 PART CLEAN WASHED SAND I CONTAIN 50-60% SAND 20 -30X COMPOST OR HARDWOOD MULCH, TO 1 PART 3/8 GRAVEL AND 20 -30X TOPSOIL. iB" MlN SYDEWILK NOTE- VEGETATED SWALES DN GRAD €S OF MORE THAN 25X MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5X S /pH / I w UNLESS OTHERWISE APPROVED BY )HE DIRECTOR OF ENGINEERING 2" - 3/6" GRAVEL A 4 CURB OPENING °�-�°$ TYPICAL SERVICES a a IRVINE, CALIFORNIA IAA pie `;~' 49��� �o 25 A NOTE.• NO FILTER FABRIC IS TO BE USED IN THIS SECTION 6° - 3/4° CRUSHED ROCK > No. 33 25 0 =a To I j SCALE, 1'=20' CURB OPENING /SWALE DETAIL IMPERMEABLE T �� * Exp. 6/30/2014 ♦ Li (!)\ I NTS GEO- FABRIC IF REQUIRED 24 MIN, CONSULTING, INC. F•��•��•�e BY SOILS ENGINEER CIVIL ENGINEERING c1V1� ���j I TYPICAL BMP SW ALE SECTION A -SANTE FE LAND PLANNING & SURVEYING CVOINC.NE7 �� GAIFF ] � I 20 or os 0 10 20 40 NTS mr See Sheets 6 o..s1l 7 CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY DRAWN Y CHECKED BY BENCHMARK SCALE SPECIAL DISTRICT OK DK vws APPROVALS CITY O E N C N I TA S ENGINEERING DEPARTMENT DRAWING N0. pRU G Z I DESCRIPTION: 2.5" BRASS DISC IN CURB PLANS PREPARED UNDER SUPERVISION OF REVI WED BY PUBLIC IMPROVEMENT PLANS FOR: LOCATION: NW QUAD BIRMINGHAM HORIZONTAL 1 =20 DATE: --.1 a- I I BY: �' /� BY. GLENN PRUIM C 51274 c ^ �/ RECORD FROM: CITY OF ENCINIT SAND LAKE " ENGINEERING /PUBLIC WORKS DIR. 1264 4 LAKE DRIVE 10851 --1 MASIH MAHER ELEVATION: 323.983' R.C.E. NO.: 33520 DATE: i 12 L / 13 DATE: � $ZZ 3 PUBLIC IMPROVEMENTS s DATUM: NAVD88 VERTICAL 1 " =2' 7 VINCENT W. SCARPATI EXP.: 06/30/2012 PLANNING CASE NO: 10 -028 TM- 08 /CDPIDR /MIN /EIA I SHEET 4 OF 0 0 w m m n IT rn U w u. ?F=o O�m (D co ED 0 Zzrn OU U ui arH0 0,0- 00 X iI i II w - 0 m 0) rn m r` rn v rn Owe Z _ b Oc/)m ZCID'w lqO ZZrn OU U Lii ,>SHO � 00 1 M C vr, ��LM NUIcu KLMUVL Arvu uiJruJ HJ It � IN i :I I i � I L J 3. EXISTING GAS, WATER AND SEWER LINE �B SAVE AND PROTECT, ITEM AS NOTED APPURTENANCE SHOWN IN PLAN TO BE PROTECTED IN PLACE ALL ALL TIMES DURING CONSTRUCTION. CONSTRUCTION NOTE$ C❑ REFER TO SEPARATE UTILIITY, LANDSCAPE, OR IRRIGATION PLANS(S) FOR DISPOSITION 4. ALL EXISTING FACILITIES TO BE PROTECTED IN 19 INSTALL RECLAIMED WATER METER BOX (CONNECT TO FUTURE RECLAIMED LINE OF SERVICE) NOTE: PLACE UNLESS OTHERWISE NOTED. PER WAS WS -01 & WC -17. OD SAWCUT CONTRACTOR TO POT HOLE AND VERIFY EXISTING UTILITIES 5. CONTRACTOR SHALL NOT IMPACT THE RAILROAD QRpFESS /Opp W AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO QUIET ZONE IMPROVEMENTS. EXISTING RED CURB SHALL IR IFSURE lab s�Zc^y h �� 9�,0 CONSTRUCTION. ANY PIPES CROSSING WITHIN SHALL HAVE PCC PIPE PROTECTION PER 1' CLEAR CITY STD. BE REPLACED PROMPTLY. IRVINE, IRVINE, CALIFORNIA CAOR 62318 W _ yr+ SCALE, 1` =30' °O '> No. 335 0 " '° 6. WORK WITHIN THE R/W SHOWN ON SEPARATE PLANS CONSULTING, INC. T 949'69 3000 F.+�.7eo.eWa Exp.6/30/2014 . WILL REQUIRE SEPARATE R/W PERMITS. CIVIL ENGINEERING CVC- INC'WETOF �/ CIvl� %�� CAI \F� 0 15 30 60 LAND PLANNING III SURVEYING CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DK DK vwS DRAWING NO. OfLoR MkAJJ4oLg C -"A /1/" ZI DESCRIPTION: 2.5" BRASS DISC IN CURB PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: BY. , PUBLIC IMPROVEMENT PLANS FOR: LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS HORIZONTAL 1 =20 DATE: 1— �.l ®t1 gY; GLENN PRUIM C 51274 ENGINEERING /PUBLIC WORKS DIR. 126 4 LAKE DRIVE 10851- I MASIH MAHER ELEVATION: 323.983' DATUM: NAVD88 y R.C.E. NO.: 33520 DATE: 112111 DATE: a 9 //3 PUBLIC IMPROVEMENTS VERTICAL 1 =2 VINCENT W. SCARPAT EXP.: 0630/012 8 PLANNING CASE NO. 10 -028 TM- 08 /CDP /DR /MIN /EIA SHEET 5 OF,X" 0 m 0) rn m r` rn v rn Owe Z _ b Oc/)m ZCID'w lqO ZZrn OU U Lii ,>SHO � 00 W w w w U) 0 0 • 18 7ECHNCLCOY, SURE 154 . IRVINE, CALIFORNIA 82818 T. 049.780.8800 CONSULTING, INC. F.949.789.8806 CIVIL ENGINEERING CvCiHa.NET LAND PLANNING & SURVEYING CHANGE NO. DESCRIPTION Exp. 6/30/2014 OF C000 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' C l l'll PROPOSED 6' WOE PRIVATE LANDSCAPE & IRRIGAI70N EASEMENT SPECIAL DISTRICT " l 9] m L,va /a& HIGHWAY RECORDED AUGUST 13, 1954 IN -B/W BOOK 5331, PAGE 551, OF O.R. _ 75' 7c A7�� 6' __- 12' �T I R' RKING 61KE LANE ` TRAFFIC LANE PAVEMENT AN 25' PROPO>11:�4-7 IF PROPOSED SANTA FE DR. CROSS SECTION CURD AC PAVEMENT AND NTS W 14" OPENINGS BASE STREET INZIENINC EVERY 10' PLANS PREPARED UNDER SUPERVISION OF DATE: % R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 EXISANG MASONRY WALL NOTE. SANTA FE DRIVE IS CLASSIFIED AS CLASS 2 BIKE LANE. APPROVALS REVIEWED BYJ By.'.g:� BY: ENGINEERIt MASIH MAHER DATE: 112241 D ATE: CONSTRUCTION NOTES: (1 - CONST. SDRSD 8" CURB & GUTTER PER STD DRAWING G -1. C2� - CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. MINIMUM SECTION 4" AC ON 6" CLASS II. LJ CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. O4 -- FULL DEPTH SAW CUT, PROTECT VERTICAL EDGE. (�5 INSTALL SDRSD G -12 CROSS GUTTER IN THE LOCATIONS SHOWN. I�INSTALL SDRSD G -27 CURB RAMP. �7--- CONSTRUCT BID SWALE AND CURB OPENINGS, SEE DETAILS SHEET 4. (8)—CONNECT AND JOIN TO EXISTING IMPROVEMENTS 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.vtw.ev%4 sVu tk be dQS.She& basev n.. R /val LEOB� "*% TI Ac ovF. 6" et&c two base 810 SWALE (4 SCALEi 1' =20' 0 10 20 40 CITY OF E N C I N I TA 5 ENGINEERING DEPARTMENT % PUBLIC IMPROVEMENT PLANS FOR: p ueuC WORKS DIR. 1264 LAKE DRIVE Zy 3 1 PUBLIC IMPROVEMENTS DRAWING NO. 10851 -1 4 Lo O 19 m v U uj LL 0 co �C�7m 0Zm OU U ui caHO U � d w t .1A jKll - � J 327.14 FL O W 1. / (/. �+ 00� — 69 +18 30.97 11.08 3 xzn zn x �. IRVINE, CALIMIR SWRE 164 IRVINE, CAIJF�ORNIA 0241$ CONSULTING, INC. ir: w9,�eo.ows CIVIL ENGINEERING CVC- INC.NET LAND PLANNING & SURVEYING CHANGE NO. 1 DESCRIPTION Lc q JJO.. 5 � w Ilm MAIN S w SAN FE ID ,RIVE CURB WITH 4" OPENINGS EVERY 10' O.C. (TYP) ABANDON EX WATER METER AT MAIN + �Exp. 6/30/2014/* S 71+00.00 Sec+ Sheet ti fOr SectiOM A SCALEi 1' =20' 0 10 20 40 0 APPROVED DATE BENCHMARK SCALE DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NVV QUAD BIRMINGHAM AND LAKE HORIZONTAL 1"-20' RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 VERTICAL 1 " =2' ca w W cn Lu W U) 0 0 CURVE TABLE CURVE LENGTH RADIUS DELTA TAN Cl 47.05 30.00 89 °52'05' 29.93 C9 46.90 30.00 89 °34'14" 29,78 C14 14.09 25.00 32 017'11" 7,24 C15 14,14 25,00 32 °24'44' 7,27 C16 47.13 30,00 90 601'06' 30,01 C17 CONNECT AND JOIN TO EXISTING IMPROVEMENTS 90-- I ITEM TO BE RELOCATED UNDER SEPARATE COVER. 10 R 24 +00 451 20'1 See aSc 343.52 R/W PROPOSED 6'H191 WOOD SOUND FENCE TO BE MAINTAINED PR/VATLEY, w - - -- L DRIVE Tc 19 � L; SPECIAL DISTRICT UtDIUMU OT UKA"N t7T GKCI:KLU UT DK DK VWS APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED, B� BY.Z DATE: I - 11-1-1 BY: M' As ° `Y� ENGINEERIL MASIH MAHER R.C.E. NO.: 33520 DATE: 1i4z/ 13 DATE: VINCENT W. SCARPATI EXP.: 06/30/2012 - - -� 1_ 0 ------------------- ----------------- z w w a- un 25 +00 Q 26 +00 1 Trs'bt..0 CrxasS gti Per re io�+a 10 4 342.28 FIL 25+26.57 2.. /[ 3442. 4 8 10 3: 41.96 FS_ — - — 6 34154 FS _ —cn - - - - -- - -- - — ---- -------- — _ 0658'57 "E 99.94' —` E2 I 3 R/W C9 I PROP R/W �+n t'S — — C) Go 3 I 1 I 1 343,14 T 1 342.72 FL — —I (4 SCALEi 1'=20' 0 10 20 40 `LPROTECT EXISTING AC z \-EXISTING PCC SIDEWALK PAVEMENT AND BASE PGC CURB NOTE LAKE DRIVE IS CLASSIRED LAKE DRIVE CROSS SECTION AS CLASS 3 BIKE ROUTE IT&j CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: IR. 1264 LAKE DRIVE 10851 -1 PUBLIC IMPROVEMENTS PLANNING CASE NO: 10 -028 TM- 08 /CDP /DR/MIN /EIA SHEET 7 OF 3 P- E, UWu- ? -0 z J N �O� zZrn_ OUzui U I- O U00a Q co CONSTRUCTION N NOTES: O— C CONST. SDRSD 8" CURB & GUTTER PER STD DRAWING G -1. CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL R REPO[ MINIMUM SECTION 4" AC ON 6" CLASS II. 3�— C CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 4a— F FULL DEPTH SAW CUT, PROTECT VERTICAL EDGE. 5a I INSTALL SDRSD G -12 CROSS GUTTER IN THE LOCATIONS SHOWN. INSTALL SDRSD G -27 CURB RAMP. 7a-- C CONSTRUCT BID SWALE, AND CURB OPENING SEE DETAILS SHEET 4. 8�— C CONNECT AND JOIN TO EXISTING IMPROVEMENTS 90-- I ITEM TO BE RELOCATED UNDER SEPARATE COVER. 10 R REMOVE EX PCC IN THE LOCATIONS SHOWN. 11 I INSTALL FULL DEPTH AC PATCH PER GREEN BOOK STANDARDS. @— T TRANSITION FROM 6" CURB AND GUTTER TO ROLL CURB. 13 I INSTALL SDRSD -Gl4 -C DRIVEWAY. 6) IN N Ne.,v pavtMe^t S1%Q\1 be ckOS %key bojoeL 0.% R /va\v{ o..ck 'jj wi1,6% ^.th. 4" Ac over 6° c\asS kwo 66.5e- 343.52 R/W PROPOSED 6'H191 WOOD SOUND FENCE TO BE MAINTAINED PR/VATLEY, w - - -- L DRIVE Tc 19 � L; SPECIAL DISTRICT UtDIUMU OT UKA"N t7T GKCI:KLU UT DK DK VWS APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED, B� BY.Z DATE: I - 11-1-1 BY: M' As ° `Y� ENGINEERIL MASIH MAHER R.C.E. NO.: 33520 DATE: 1i4z/ 13 DATE: VINCENT W. SCARPATI EXP.: 06/30/2012 - - -� 1_ 0 ------------------- ----------------- z w w a- un 25 +00 Q 26 +00 1 Trs'bt..0 CrxasS gti Per re io�+a 10 4 342.28 FIL 25+26.57 2.. /[ 3442. 4 8 10 3: 41.96 FS_ — - — 6 34154 FS _ —cn - - - - -- - -- - — ---- -------- — _ 0658'57 "E 99.94' —` E2 I 3 R/W C9 I PROP R/W �+n t'S — — C) Go 3 I 1 I 1 343,14 T 1 342.72 FL — —I (4 SCALEi 1'=20' 0 10 20 40 `LPROTECT EXISTING AC z \-EXISTING PCC SIDEWALK PAVEMENT AND BASE PGC CURB NOTE LAKE DRIVE IS CLASSIRED LAKE DRIVE CROSS SECTION AS CLASS 3 BIKE ROUTE IT&j CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: IR. 1264 LAKE DRIVE 10851 -1 PUBLIC IMPROVEMENTS PLANNING CASE NO: 10 -028 TM- 08 /CDP /DR/MIN /EIA SHEET 7 OF 3 P- E, UWu- ? -0 z J N �O� zZrn_ OUzui U I- O U00a AN A B POLE LOC10' B.C.R. CROSSWALK POLE PLACEMENT DETAIL m CONSTRUCTION NOTES 2 "C., 1 -DLC V RELOCATE EXISTING TYPE 1A POLE AND VEHICLE SIGNAL HEAD TO LOCATION F. REMOVE FOUNDATION BELOW FINISHED GRADE - AS DIRECTED BY THE CITY INSPECTOR. O2 RELOCATE EXISTING TYPE 15 LIGHT STANDARD, MAST ARM, LUMINAIRE, RADIO EQUIPMENT, AND VEHICLE SIGNAL TO LOCATION G. INSTALL 02 AND 04 VEHICLE HEADS AND MOUNTING HARDWARE FROM 1 -A POLE CURRENTLY LOCATED AT LOCATION G. / INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN. USE TYPE "E" MODIFIED LOOP FOR FRONT LOOPS, PER CITY STANDARDS. (4 EXISTING TYPE 332 CABINET, CONTROLLER AND EQUIPMENT TO REMAIN. O5 EQUIPMENT SHOWN PER CITY DRAWING TS -007. O6 EXISTING TYPE III -BF SIGNAL AND LIGHTING SERVICE TO REMAIN. V EXISTING 3" CONDUIT, 248, 2410, 2412. NR 0I I z T —I W A rz 411I 61 o cn W — cn ME 0 1.5 "C., 3 -DLC pr O POLE & EQUIPMENT SCHEDULE •e e• POLE DATA SIG MA HP SOD VAP SIGNAL MOUNTING PPB IISNS MESSAGE LOCATION TURN REG. REMARKS NO. TYPE HGHT MA WATTS VEH MA PED !D QUAD A B 17 -1 -70 30' 15' SV -2 -T 1 -MAS SP -2 -T 4 E EXIST. EXIST `LEFT TURN YIELEY EXISTING STANDARD PP13 POST 310' - - - is S EXIST. EXIST, EXISTING STANDARD 0 TYPE 15 W 12' 250 SV -1 -T SP-1 -T U S EXIST EXIST. EXISTING STANDARD QD 1•A 10' - - TV -2 -T mmmmmammm - - EXIST. EXIST. EXISTING STANDARD QE 1713-2.70 30' 20 12 250 2•SV -1 -T -MAS SP -1 -T 2 N Lake Dr EXIST. EXIST. "LEFT TURN YIELD" EXISTING STANDARD QF 1 -A 10' mmmommamm TV -1 -T 2 N 11' 5' RELOCATED STANDARD G0 TYPE 15 30' 12' 250 SV -1 -T SP -2 -T 4 E 11' 5' D RELOCATED STANDARD AN A B POLE LOC10' B.C.R. CROSSWALK POLE PLACEMENT DETAIL m CONSTRUCTION NOTES 2 "C., 1 -DLC V RELOCATE EXISTING TYPE 1A POLE AND VEHICLE SIGNAL HEAD TO LOCATION F. REMOVE FOUNDATION BELOW FINISHED GRADE - AS DIRECTED BY THE CITY INSPECTOR. O2 RELOCATE EXISTING TYPE 15 LIGHT STANDARD, MAST ARM, LUMINAIRE, RADIO EQUIPMENT, AND VEHICLE SIGNAL TO LOCATION G. INSTALL 02 AND 04 VEHICLE HEADS AND MOUNTING HARDWARE FROM 1 -A POLE CURRENTLY LOCATED AT LOCATION G. / INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN. USE TYPE "E" MODIFIED LOOP FOR FRONT LOOPS, PER CITY STANDARDS. (4 EXISTING TYPE 332 CABINET, CONTROLLER AND EQUIPMENT TO REMAIN. O5 EQUIPMENT SHOWN PER CITY DRAWING TS -007. O6 EXISTING TYPE III -BF SIGNAL AND LIGHTING SERVICE TO REMAIN. V EXISTING 3" CONDUIT, 248, 2410, 2412. NR 0I I z T —I W A rz 411I 61 o cn W — cn ME 0 1.5 "C., 3 -DLC pr T •e e• F�t4 mok u a �A�6�E.�, � A r a a co a IhI f ' 4 'e 4 13 F. NOT USED ICONDUCTM SCHEDULE (ALL NEW CONDUCTORS) •e e• All e mok u a �A�6�E.�, PA a a a a 'e 4 13 F. NOT USED mmammmmmm mmmmmammm it ii ii i m� mammmanam mmmommamm •e W F � " MM- 0MMa®M r ®© "®©®m©� mmmmmmmmm e e mm ® © ©m ®mm e e" movoomamm e e © ®©©®m ©mm mmm- m©umm. mmmmmmmmm mmmmmmmmm mmmmmmmmm e • e e e 0© ® ® ®0 ©mm e e e e • O�mm ®�Q� ®� 1.5 "C -, 1 -DLC - W / / J 2 -E -6 W 7 -F• 00 1 -E -6 '\ / W SANTA FE DRIVE PHASE DIAGRAM 1 2 3 � 4 NOT USED � NOT USED 5 6 7 WI 8 NOT USED 1( 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 1❑ INSTALL 12" WHITE CROSSWALK (IN THERMOPLASTIC) n2 REMOVE EXISTING CROSSWALK �3 REMOVE EXISTING CROSSWALK BETWEEN NORTH CURB AND DOUBLE. YELLOW CENTERLINE ® EXTEND EXISTING DETAIL 22 CENTERLINE STRIPING TO NEW CROSSWALK R ETRAFFICENGINEERING e Na C 34512 N 0 20' 40' 60' 80' 100' 9255 Dillon Drive La Mesa, California 91941 �• SIPL 3% 2M5 * I I I I Phone: (619) ox.ne 51 v1%. `' NEW S N CCU rickcratts @cox.net ��. GRAPHIC SCALE CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY RC RHC RC APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. - SIGNAL 1 v 15 DESCRIPTION: 2.5" B DISC IN CURB PLANS PREPARED UNDER SUPERVIS ON OF REVIEWED BY: � 4 TRAFFIC SIGNAL MODIFICATION PLANS FOR: BY: LOCATION: NW QUAD BIRMINGHAM AND LAKE -_ SANTA F E DRIVE Bc LAKE D 10851-1 HORIZONTAL 1"=20' DATE: � BY; �•�r GLENN PRUIM RIVE RECORD FROM: CITY OF ENCINITAS � -_ ' MASIH /41AH fJt PUBLIC WORKS DIR. ELEVATION: 323.983' l R.C.E. NO.: 34512 DATE: DATE: 1120115 DATUM:NAVD88 VERTICAL 1 " =20' RICHARD CRAFTS EXP.: 06/30/2015 PLANNING CASE NO: 10 -028 08 /CDP /DRIMIN/EIA SHEET 8 OF 8 f "1 w co m co I` rn J W LL Z ~ O -=)O co (00 J 0 co J 1 C) Z J W U CFO U , (L NOT USED 1 2 3 � 4 NOT USED � NOT USED 5 6 7 WI 8 NOT USED 1( 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 1❑ INSTALL 12" WHITE CROSSWALK (IN THERMOPLASTIC) n2 REMOVE EXISTING CROSSWALK �3 REMOVE EXISTING CROSSWALK BETWEEN NORTH CURB AND DOUBLE. YELLOW CENTERLINE ® EXTEND EXISTING DETAIL 22 CENTERLINE STRIPING TO NEW CROSSWALK R ETRAFFICENGINEERING e Na C 34512 N 0 20' 40' 60' 80' 100' 9255 Dillon Drive La Mesa, California 91941 �• SIPL 3% 2M5 * I I I I Phone: (619) ox.ne 51 v1%. `' NEW S N CCU rickcratts @cox.net ��. GRAPHIC SCALE CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY RC RHC RC APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. - SIGNAL 1 v 15 DESCRIPTION: 2.5" B DISC IN CURB PLANS PREPARED UNDER SUPERVIS ON OF REVIEWED BY: � 4 TRAFFIC SIGNAL MODIFICATION PLANS FOR: BY: LOCATION: NW QUAD BIRMINGHAM AND LAKE -_ SANTA F E DRIVE Bc LAKE D 10851-1 HORIZONTAL 1"=20' DATE: � BY; �•�r GLENN PRUIM RIVE RECORD FROM: CITY OF ENCINITAS � -_ ' MASIH /41AH fJt PUBLIC WORKS DIR. ELEVATION: 323.983' l R.C.E. NO.: 34512 DATE: DATE: 1120115 DATUM:NAVD88 VERTICAL 1 " =20' RICHARD CRAFTS EXP.: 06/30/2015 PLANNING CASE NO: 10 -028 08 /CDP /DRIMIN/EIA SHEET 8 OF 8 f "1 w co m co I` rn J W LL Z ~ O -=)O co (00 J 0 co J 1 C) Z J W U CFO U , (L