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7961 �s:s � 5 STORM R POLLUTION CONTROL VD, RM CONSTRUCTION BMP NOTES RELATIVE v �Q on OLIVENHAIN IMPROVEMENTS CONSTRUCTION S?� � e CONCRETE WASHOUT s 4 MAIN IMPROVEMENTS * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, ENCINITAS ��� MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT SANTA � OR, LOCATION. CONSTRUCTION SITE ACCESS * A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS o S9 AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL v ✓ ING AM SHEET INDEX SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. DRIVE SHEET 1 TITLE SHEET CONSTRUCTION VEHICLES PROJECT 5 ��`� VICINITY MAP SHEET 2 --- NOTES AND TYPICAL SECTIONS * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR LOCATION SHEET 3-4 DETAILS CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT \A PROJECT " NO SCALE SHEET 5-16 MANCHESTER AVENUE MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. .� LOCATION SAN SHEET 17 HIGHWAY 101 BRIDGE EUJO - EROSION CONTROL LAGOON SHEET 18-37 - TRAFFIC CONTROL sag * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES RECORD DRAWING ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT GENERAL THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS AND BONDED FIBER MATRIX. 16 n BELIEVED TO BE RELIABLE,ATKINS CANNOT ASSURE ITS ACCURACY,AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT,THOSE RELYING ON THIS RECORD DRAWING ARE * DIVERSION DIKES SHALL BE. CONSTRUCTED TO CHANNEL R NOFF AROUND THE FOR ANY WORK WiTHiN THE STREET RIGHT-OF-WAY. ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNEL AGAINST EROSION USING 15 THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. BEFORE APPLYING IT FOR ANY PURPOSE. PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL Y * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY, LARGE PROJECTS OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE €° � q� GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 14 t x. zz DECREASE EROSION, KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE Tam * TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES `z NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD ' OR NOT SHOWN ON THESE PLANS. J� PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON 13 12 01 SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE * PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND 5 ACTIVITIES ARE COMPLETE. FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS THE NEW DUAL SEWER FORCE MAINS PIPES PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS 1 � 1 Q * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. y 9� 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO , T+ t 6 ON-SITE CONSTRUCTION MATERIAL STORAGE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH n COMPANY REPRESENTATIVES. KEY A � � �� * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE NO SCALE rt' AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE STORED ON-SITE. SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (858) 636-5716 GENERAL NOTES ( J^ NT, 9 8 - * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, B. THE CONTRACTOR SHALL NOTIFY THE AT&T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS" 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, STABILIZATION MEASURES AND PROVIDED WITH A`TEMPORARY SEDIMENT BARRIER AROUND FOR LOCATION OF CABLES AND APPURTENANCES CONTACT AT&T COMMUNICATIONS COMPANY: CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND THE PERIMETER AT ALL TIMES. TELEPHONE: (619) 574-2816 PAVING. 13. THE CITY ENGINEER'S OFFICE WILL REQUEST A PRE-CONSTRUCTION MEETING WITH THE CONTRACTOR TRAINING C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION * CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 BASIS OF COORDINATES SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION THE PROJECT AREA TELEPHONE: (760) 633-2650. OF THE STANDARD SPECIFICATIONS. NAD 83 (1991.35 EPOCH) CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING 15 THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-B DRAWINGS ON WHICH ALL CHANGES OR ON SITE, THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM D. THE CONTRACTOR SHALL NOTIFY COX CABLE . UILT TELEVISION COMPANY PRIOR TO STARTING WORK VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE UI BE RECORDED. A COPY OF SAID "AS-BUILT" HIGHWAY 101 MANCHESTER AVE SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. ENC-42 (PT NO. 1042) ENC-38 (PT NO. 1038) WASTE MANAGEMENT CONTACT COX CABLE TELEVISION COMPANY, 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT N 1954519.319' N 1958415.809' TELEPHONE: (760) 806-9809 (EXT. 2233) APPROVAL BY THE CITY ENGINEER. E 6244094.667' E 6245055.513' * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO El EV 16.938' (NAVD 88) ELEV 37.521' (NAVD 88) UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE E. THE CONTRACTOR SHALL NOTIFY TIME WARNER CABLE PRIOR TO STARTING WORK OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS RECORD OF SURVEY 18416 RECORD OF SURVEY 18416 GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES, WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. PROHIBITED. ' NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES 18. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT FD 2.5" SD CO. ENGINEERS DISC STAMPED 2.5" CITY OF ENCINITAS BRASS DISC IN * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES CONTACT TIME WARNER CABLE PROPERTIES DURING CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OCT 136, 1968 IN WING WALL OF NORTH NORTHEAST CORNER OF DRAINAGE CURB SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. TELEPHONE: (858) 635-8735 OR REPAIRED AT NO COST TO THE CITY AND TO THE SATISFACTION OF THE ENGINEER. END OF THE NORTHBOUND HIGHWAY BRIDGE INLET ON EAST SIDE OF MANCHESTER DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. UMPSTER LIDS SHALL REMAIN 19. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING OVER SAN ELIJO LAGOON. AVENUE 0.1 MILE SOUTH OF THE CLOSED AT ALL TIMES, DUMPSTERS WITHOUT LIDS SHALL PLACED WITHIN STRUCTURES F. THE CONTRACTOR SHALL NOTIFY NEXT G NETWORKS PRIOR TO STARTING WORK SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL INTERSECTION WITH EL CAMINO REAL WITH IMPERVIOUS ROOFING OR COVERED NTH TARPS IN OR ER TO AVOID RAIN CONTACT NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. WITH ANY TRASH MATERIAL. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES 2Q. GRADING AND EQUIPMENT OPERATING WITHIN ONE HALF (1/2) MILE OF A STRUCTURE FOR HUMAN /°k R E y I CONTACT NEXT G NETWORKS ATIONS * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4.00 PM AND 7:30AM, NOR ON FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE TELEPHONE: (626) 320-0996 SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL o AC = ASPHALT CONCRETE PRC = POINT OF REVERSED CURVE OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS 21. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO = ASPHALT RUBBERIZED HOT MIX PVC = POLYVINYL CHLORIDE PIPE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT 800 714-1195. FOR G. THE CONTRACTOR SHALL NOTIFY CITY OF ESCONDIDO PRIOR TO STARTING WORK ARHM PRIVATE DRIVEWAYS AT ALL TIME. { } NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. BC ® BEGIN CURVE PVMT = PAVEMENT INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. I- 0) NOTICE: FOR LOCATION OF OUTFALL SEWER 22. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE ENGINEER OF WORK PRIOR TO BW = BOTTOM OF WALL (R) = RADIAL BEARING 00 CONTACT CITY OF ESCONDIDO. MAKING CHANGES IN THE FIELD. CAB = CRUSHED AGGREGATE BASE RCP = REINFORCED CONCRETE PIPE * POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND TELEPHONE: (760) 839-4082 23, NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN THE CMP = CORRUGATED METAL PIPE READ. = REQUIRED RECYCLING RECEPTACLES AROUND THE SITE, CASE OF CONFLICT. EC = END CURVE R/W = RIGHT OF WAY > 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY EP = EDGE OF PAVEMENT * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR INSPECTOR. EXIST. = EXISTING SDRSD = SAN DIEGO REGIONAL TRAFFIC CONTROL N STANDARD DRAWINGS LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC Fill = FIRE HYDRANT ST LT = STREET LIGHT TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. WORKS CONSTRUCTION LATEST EDITION , THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO FL = FLOWLINE 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATION, FS = TOP OF BERM o THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ADOPTED BY THE SAN DIEGO = FINISHED SURFACE � * ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND C T CONTROLS FOR CON F T UAL O A NS MANUAL TRAFFIC CONSTRUCTION AND HORIZ. = TOP OF CURB � REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). SPECIAL PROVISIONS AND CALTRA = HORIZONTAL TC STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY o AND THE SPECIAL PROVISIONS FOR THIS PROJECT. MAINTENANCE WORK ZONE (1985 EDITION) IE = PIPE INVERT ELEVATION TW = TOP OF WALL HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH LIP = GUTTER LIP VERT. = VERTICAL NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL X-GTR = CROSS GUTTER BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE CALTRANS STANDARD PLAN T-11, T-12, OR T-13 DURING THE WORKING HOURS OF 9:00 A.M. TO PCC = PORTLAND CEMENT CONCRETE (72,89) = EXISTING ELEVA7ION PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED. WHEN CONSTRUCTION OPERATIONS PCR = POINT OF CURB RETURN THE CONTRACTOR. ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. PP = POWER POLE 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS TO REMAIN IN 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. BMP PrO ect Status,- FOR MORE INFORMATION ON STORMWATER PLACE, NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. POLLUTION CONTROL MEASURES AND �PgOFESStOy W N C• K APPROVAL OF THE CITY. 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. PERMIT NO. ENGINEERING PLEASE CONTACT OF �{� '�� y F� SAN DIEGUITO WATER GIST. 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED 6• TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. j I-12.-1�111X� 006ZR1 PRIORITY Or STANDARD S A V ENCINITAS AT (76O} 633-2770 ca N C ° OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A 7, THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED COUNTY: SAN DIEGO I O11yIf k LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY v POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. ROUTE: [-5 ( SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, w TO THE CITY OF ENCINITAS, PROOF OF RECORDING, 8. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING �rvt �`F n PROJECT CONSTRUCTION. POST 1 IILE: 838.49 ew T rFO CA04 BY BLAIR KNOLL DATE e by pLbic emermts SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY oRA eY CHECKED BY ATKINS PB CCK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, S UlLT ELEV: : NAVD PLANS PREPARED UNDER SUPERVISION OF RECOMM '" ID D 0 ECL PUBLIC IMPROVEMENT PLANS FOR: DATUM: NA �� LI iI MAIN o DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL N A r FD 2.5" SD CO, ENGINEERS DISC STAMPED "OCT DATE: /2 / OAT BY: $ BY: 1336, 1968" IN WING WALL OF NORTH END OF THE rJOr�� EDWARD ERNE L EN E A WATT U NORTHBOUND HIGHWAY BRIDGE OVER SAN ELIJO R.C.E. NO.: DATE: N�.S%� DATE: ff ft I FOR LAGOON. VERTICAL N A CARMEN C. KASNER EXP.: 9 j30 f 13 R.C.E. NO.: 48971 WORK PROJECT NO, CC 11 B SHEET 1 OF 37 ul IL ST IJCTICN NOTES C0NSTEUQjjQN NOTE 2, CONL Ll INSTALL (%STACKED 14" PVC C905 SEWER HEFT 2 FOR DETAILS.FORCE MAINS CONSTRUCT PIPE WALL HANGERS REPLACE IN KIND, 10' O.C. WITH 20 INSTALL {2} PARALLEL 14" PVC C905 SEWER FORCE MAINS, CONSTRUCT 4" EPDXY COATED AND LINED DUCTILE IRON PIPE, SEE SHEET 2 FOR DETAILS. CLASS 350, WITH RESTRAINED JOINTS. y INSTALL {2) STACKED 14" PVC 0905 SEWER FORCE MAINS, JACK AND BORE WITH TWO 20-INCH CATHODICALLY PROTECTED CONTRACTORS RESPONSIBILITIES I CONTROL SEE SHEET 2 FOR DETAILS. STEEL CASINGS. CONTRACTOR TO PROVIDE CEMENT/SAND INSTALL TRANSITION FROM STACKED TO PARALEL 14" PVC SLURRY BACKFILL BETWEEN FORCE MAIN AND CASING. 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES, THE CONTRACTOR SHALL CONSTRUCT 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) E33-277$ FORCE MAINS, SEE DETAIL 2, SHEET 3. REMOVE EXST. ABANDONED UTILITY, AS NECESSARY TO AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND t5 NOT USED CONSTRUCT PROPOSED IMPROVEMENTS. SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING HEALTH STANDARDS, LAWS AND REGULATIONS. THE RAINY SEASON, ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONTINENT INSTALL INTERIM PUMP STATION CONNECTION PER DETAIL CONTRACTOR TO INSTALL TRACER WIRE STATION ON EXST LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. � 5, SHEET 4. RECLAIMED WATER LINE PER WAS STDD DWG. WP-01. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 4 / INSTALL INTERIM TREATMENT PLANT CONNECTION PER Q CONTRACTOR SHALL VIDEOTAPE AND SUBMIT TO CALTRANS THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 3. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS IN THE APPROVED STORM WATER POLLUTION DETAIL 1, SHEET 3. INSPECTOR, EXST CALTRANS STORM DRAINAGE PIPE BEFORE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. PREVENTION PLAN (SWPPP). DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED $ CONSTRUCT 4" SEWER BLOW-OFF PER WAS STD. WB-02, AND AFTER PROPOSED IMPROVEMENTS. THE CONTRACTOR WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE CONTRACTOR SHALL GIVE THE CITY SHALL ALSO REPAIR ANY DAMAGE ASSESSED BY THE CALTRANS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND/OR ANY BENCHMARKS WHICH A 24 HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR MODIFIED WITH PLUG VALVE, INSPECTOR, TO THE INSPECTOR'S SATISFACTION. THE WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND EMERGENCY WORK. CONSTRUCT 4" SEWER COMBINATION AR/AV PER WAS, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY COSTS REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND STD. WA-03, MODIFIED WITH PLUG VALVE. ASSOCIATED WITH THE REPAIRS OF EXSTING CALTRANS STORM SURVEYOR OR A CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE 4r,CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, DRAINAGE PIPE. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF PROQUCING RAINFALL SHEET 4. LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 11 FORCE MAIN A TO ND ABANDON ILL WITH IN CEMENT/SAND SLURRY, UPON �* �+ 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 5 THE CITY ENGINEER DUE TO AN L INCOMPETELGR DING OPERATION OR MEASURES NFORESEENA CIRCUMSTANCES COMPLETION COMPLETION OF DUAL 14" SEWER FORCE MAINS, SPECIAL CCNSTR RAIN WHICH MAY ARISE. SAWCUT, REMOVE AND REPLACE CONCRETE CURB AND CONTRACTOR SHALL REST .:JOINTS- P_rIk PLAN: 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, AND GUTTER PER SDRSD G-2. - s PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT 103 DEMOLISH EXST UTILITY, SIZE AND TYPE PER PLAN. REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. A p THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE INCORPORATED CONSTRUCT 12" PVC CLASS 200 RECLAIMED WATER LINE, SYMBOLS CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL HEREON. SEE DETAIL 6, SHEET 4. - -- IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE EXISTING FEATURES MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE PROTECT IN PLACE EXIST 3/4" GAS AT THE CONCLUSION OF EACH WORK DAY. ® WATER METER ( WATER VALVE 6. 'THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE i6 SAWCUT, REMOVE AND REPLACE EXST. CONC. TRAP. CHANNEL wM vv LISTED REGIONAL NOTIFICATION CENTER (811) FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (3) 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE IN PLACE AT THE SEE SECTION E ON SHEET 14 FOR DETAILS. 4p POWER POI: F I, TELEPHONE RISER DAYS PRIOR TO THE START OF ANY CONSTRUCTION, REMOVE AND REPLACE EXIST. WALL, SLIDING GATE, AND OAP GUY POLE END OF EACH WORKING DAY WHEN FIVES DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY APPURTENANCES INCLUDING BUT NOT LIMITED TO SENSORS AND � EIRE HYDR.AN T u cA_v RISER PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TRACK. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE GUY WIRE tJ ELECTRIC RISER TEMPORARY ACCESS SECURITY FOR THE FACILITY AT ALL TIMES ® 90. BMP DEVICES SHOWN IN THE SWPPP SHALL NOT SE MOVED OR MODIFIED WITHOUT WRITTEN ELECTRIC METER (�(� APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, AS WELL AS ENSURE SAFE INGRESS AND EGRESS FOR EMPLOYEES, ��, OAS VALVE FM T T 'vWJNT ACTOR DELIVERIES & EMERGENCY VEHICLES, CONTRACTOR SHALL SUBMIT ( Gas METER PULL Pox C' 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL EROSION CONTROL AS AN ACCESS PLAN TO SEJPA 14 DAYS IN ADVANCE OF ANY cm caTV P6 NECESSARY, THROUGHOUT THE DURATION OF CONSTRUCTION. CONSTRUCTION ACTIVITIES ADJACENT TO THE FACILITY ENTRANCE. o WEI MAIL BOX TvPB THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM REMOVE AND REPLACE EXIST. CHAIN LINK FENCE AS NECESSARY IS STORM DRAN MANHOLE KA� AIRVAC AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND 12. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON-SITE AND TO SAFELY 19 CONTRACTOR TO REMOVE AND REPLACE EXIST. TRAFFIC LOOPS. SON AIR RELEASE VALVE SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, IT IS THE CONTRACTORS DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN A v RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. POTENTIAL DEWATERNG DISCHARGE LOCATION. o SEWER MAN IDLE � RL OW0F_ AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. 21 CONNECT TO EXISTING PUMP STATION +-0 STREET LIGHT SPRINKLER VALVE 13. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE APPROVED SWPPP WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY TEi -PHf}NE MaNl,ai_[:: � EDGE OF PAVEMENT ((""�� //''''�� QUALIFIED SWPPP DEVELOPER {QSD} AND AS APPROVED BY THE CITY ENGINEER. WITHR T EPDXY JOINTS. AND LINED DUCTILE IRON 90° BEND t1I El.?U I WATER NOTES WITH RESTRAINED JOINTS. WATER MANHOLE Q SEWER cLEANOU T 14. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS INSTALL 4" EPDXY COATED AND LINED DUCTILE IRON 22 1/2' BEND a GUARD POST CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE WITH RESTRAINED JOINTS. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS QUARTER (Y4) INCH N ANY 12-HOUR PERIOD, OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT CONNECT TO EXISTING 4" FORCEMAN FLANGED ELBOW TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS. DRY AND OTHERWISE RESTORED TO THE CONSTRUCT PIPE HANGERS PER DETAIL 1, SHEET 17, 10' O.C. UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. ORIGINAL DESIGN CONDITION. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSING, LINE PARALLELING 15, PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR REMOVE AND REPLACE CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL PETROMAT OR APPROVED EQUAL EXISTING AC PAVEMENT PETROMAT ❑R APPROVED EQUAL SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHE MECHANICAL MEANS. DISTRICT. 1-1/2" COLD PLANE WHERE APPLICAPLE 16. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING BEFORE OVERLAY 3. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES, RAINSTORMS. 1-112' A,C, OVERLAY SAWCUT SAWCUT TACK COAT EXISTING SURFACE BOTH SIDES ( ( TYPICAL BOTH SIDES 17. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED SWPPP PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID r=, 6" AC (CI-PG 64-28TR) REMOVE AND REPLACE CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES ?t n SUBSTITUTE W/ 6' NATIVE IN NON-PAVED AREAS. PETROMAT OR APPROVED EQUAL EXISTING AC PAVEMENT PETROMAT OR APPROVED EQUAL WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE 12" BOTH SIDES P RAINY SEASON. 12" CRUSHED AGGREGATE BASE OR CLASS II EXCEPT WHEN NEXT T❑ __ ,� AGGREGATE BASE, OMIT BASE IN NON-PAVED AREAS, 1-112" COLD PLANE WHERE APPLICAPLE BEFORE OVERLAY GUTTER THEN 7❑ LIP r 1-112" A.C. OVERLAY TACK COAT EXISTING SURFACE 18. ALL UTILITY TRENCHES SHALL BE BACKFILLED WITHIN 24 HOURS AND MUST BE BACKFILLED BEFORE OF GUTTER NATIVE BACKFILL @ 951 MIN RELATIVE COMPACTION BOTH SIDES SAWCUT ( SAWCUT TYPICAL BOTH SIDES THE END OF WORK DAY IF A 40 PERCENT, OR GREATER, CHANCE OF RAIN IS PREDICTED. (WHEN TRENCHING OUTSIDE PAVED AREA NATIVE BACKFILL TO SURFACE) E° 19. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. METALLIC LOCATING TAPE „� •*° 6" AC (CI-PG 64-28TR) N t SUBSTITUTE W! 6" NATIVE IN NON-PAVED AREAS. 20, PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS INDICATED SAND BEDDING, SAND EQUIVALENT GREATER 12 BOTH SIDES - ✓ 12" CRUSHED AGGREGATE BASE OR CLASS II , BELOW: VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS OR OTHER EROSION THAN 30 EXCEPT WHEN NEXT TO AGGREGATE BASE, OMIT BASE IN NON-PAVED AREAS, RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE B" MIN, - 12" MAX GUTTER THEN TO LIP v STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY OF GUTTER NATIVE BACKFILL @ 951 MIN RELATIVE COMPACTION(WHEN TRENCHING ❑UTSIDE PAVED AREA NATIVE CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND BACKFILL TO SURFACE) THE ENDS OF THE DAM,. METALLIC LOCATING TA METALLIC LOCATING TAPE GRADE OF STREET INTERVAL O 901 MIN, RELATIVE COMPACTION TO 1' ABOVE PIPE < 2% AS REQUIRED c� 2.5' SAND BEDDING, SAND EQUIVALENT GREATER 2% 4�4 100 FEET 50 FEET DUAL 14" PVC CC-905 8' MIN. - 12" MAX CL TO CL > 10% 25 FEET v SEWER FORCE MAIN" 8" MIN. - 12" MAX 8° MIN. - 12" MAX 90°1. MIN, RELATIVE COMPACTION TO 1' ABOVE PIPE cN Go G 4" 4" L4" NOTE: DUAL 14' PVC (C-905) CONTRACTOR TO PROVIDE PROJECT IDENTIFICATION SIGN ADJACENT TO "SEWER FORCE MAIN" PUMP STATION SITE, SIGN SHALL HAVE THE FOLLOWING INFORMATION: o NJ TEES,, NLTTL_S' PROTECTING WATER QUALITY 1. COMPACTION TESTS ARE REQUIRED ON ALL TRENCHES AND MUST BE PERFORMED 1• COMPACTION TESTS ARE REQUIRED ON ALL TRENCHES AND MUST BE PERFORMED OLIVENHEIN FORCE MAIN & COAST HIGHWAY 101 T WITHIN 24 HOURS OF COMPLETION OF TRENCH BACKFILL. COMPACTION FAILURE MUST WITHIN 24 HOURS OF COMPLETION OF TRENCH BACKFILL. COMPACTION FAILURE MUST FORCE MAIN IMPROVEMENT PROJECT o CORRECTED IMMEDIATELY, CORRECTED IMMEDIATELY• PROJECT MANAGEMENT s 2, COLD MIX ASPHALT SHALL BE REQUIRED UNTIL PERMANENT AC IS INSTALLED, 2. COLD MIX ASPHALT SHALL BE REQUIRED UNTIL PERMANENT AG IS INSTALLED, CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT FUNDED BY: E5 <CITY TO INSERT> 3• TRANSITIONS FROM PARALLEL TO STACKED CONFIGURATION OCCUR AT STA 9+29,32 AND STA 20+90,321, <C v 3, TRANSITIONS FROM PARALLEL T❑ STACKED CONFIGURATION OCCUR AT STA 9+29,32 AND STA 20+90.321, CONTRACTOR; 4. CONTRACTOR TO REPLACE ALL STRIPING, SIGNAGE, & THERMOPLASTIC LEGENDS THAT ARE 4• CONTRACTOR TO REPLACE ALL STRIPING, SIGNAGE, & THERMOPLASTIC LEGENDS THAT ARE <CONTRACTOR TO INSERT> DAMAGED/REMOVED DURING CONSTRUCTION, DAMAGED/REMOVED DURING CONSTRUCTION• CONSTRUCTION COST 5• TRENCH SECTIONS THROUGH LANDSCAPING SHALL REPLACE ALL LANDSCAPING DAMAGED, IN KIND. <CITY TO INSERT.` �F rta ENCINITAS CITY COUNCIL v r� r�t� 7� F 4a TYPICAL TRENCH SEA' T[EN (S` TASf�'EL� PIPES RECORD DRAWING T 1 PIL,.AL TRENCH SEC TIE tf (PARALLEL P1 PENS`) MAYOR: <CITY TO INSERT> DEPUTY MAYOR: <CITY TO INSERT> c THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON p p p} (� COUNCIL MEMBERS: <CITY TO INSERT> fi Z� C` 7°A r 9+312-9 7 �7 { 7 A } � INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS TAe C� f✓� Cd TU ETA � C PERMIT N o. ETA, / i STA Cd BELIEVED TO BE RELIABLE,ATKINS CANNOT ASSURE ITS ACCURACY,AND '1-,'L-NUX-00(ZR1 CONTRACTOR TO SUPPLY CITY WITH DIMENSIONAL SAMPLE FOR REVIEW " N J-' NOT 7-� SCALE THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING p' p�}p' Xp. 9 30 1,3 C L OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED STA, 21 *00, 00 TQ STA 58+38,07 COUNTY. SAN DIEGO AND APPROVAL c INTO IT AS A RESULT,THOSE RELYING ON THIS RECORD DRAWING ARE 7 ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY NL7T t O ,SCALE ROUTE: 1-5 STgT �t V t G ��eP o BEFORE APPLYING IT FOR ANY PURPOSE. POST MILE: R38.49 OF SAO�0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ATNKINS Y DRAPB BY cHE CCK Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 53 L 21 PLANS PREPARED UNDER SUPERVISION OF RECOM l D PROVED PUBLIC IMPROVEMENT PLANS FOR: c� �y� HORIZONTAL N A DATE: 1112312011 BY.6 = BY: LI 1/ E I �l 5085Ei EQWAR HO NE L EN E A ATT N CS- 633 3 'rm � . R.C.E. D.: DATE: _ //�30/// /i f� VERTICAL N A CARMEN C. KASNER 9/30/13 DATE: HIGHWAY EXP.: 48971 R. ,E. NO.: WORK PROJECT NO. CCE11B SHEET 2 OF 37 UILT , AC ® — ®CONCRETE CURB f7 CASING 20' DR 32<5 �D HDPE PIPE PRE-CONSTRUCTION CARRIER 20' DR 32.5 14' 22 1/26 0905 14' C905 PVC HDPE PIPE 14' DIP RESTRAINED MJ METER VAULT 2=_6a 1, CONTRACTOR SHALL POTHOLE FORCE MAIN PRIOR TO THE START OF PIPE ANY CONSTRUCTION TO VERIFY LOCATI❑N AND DEPTH OF ALL CONNECTIONS. PV / METER \\ 14' DIP ( A 18- DIP PV - - - - i �7-- — - - - - - - SAND/CEMENT SLURRY °u ABANDONED FM — —— — 14' DIP "� - - - - - - - - --- - -- - --- - - - - I - - - — WL CARRIER 14' C905 PVC ® - - - - - - - - - - - - S0 FM — -- - - - - - PIPE - - - - - ° - - - -- - - --- - - - - - - - - 14' 22 1/2' DIP — — — — — — — —— — 2' FM CASING RESTRAINED MJ C ® — _ - - - - - - _ ® ® — _ 1 - - - - - - - - - — — — — — — — 20' DR 32,5 20' DR 32,5 EXISTING C13NDITION HDPE PIPE >L HDPE PIPE STACKED PIPES 11,33' PARALLEL PIPES -- - -- -- -- - - - - - - - - - -- - CONCRETE - - - - - - - -- - - - - - -- - - - - _— - - - - PIPE SCHEDULE� - - - -- -- - - - - - - - - - - - - - - � - -- - -- - - - - -- - - - - - -- - - - - - -- - - -- SECTI❑N A-A SECTION SECTION —B 1 14' C900 PVC PIPE, PE X PE CN 8 2 3 1 BYPASS (D-14' CL 250 DUCTILE IRON PIPE (DIP), FLANGE X PE sk , — 3 14' DI WYE, MJ X MJ X MJ NC EXIST lTT 14' DI WYE, MJ X MJ X FLG 5 METER VAULT 5 -14' FLEXIBLE COUPLING 1 —_— STA 58+45,03 i 6 -14' FULL PORTED PLUG VALVE, FLANGED 1 \i �� It + 2 5 1 ACTIVE7 -14' FULL PORTED PLUG VALVE, FLG X MJ i 7 7— — — - m. @>-14' BLIND FLANGE � TRANSITION ACE TO PARALLE 5 1 4 // 2 \ n EXISTING DIP TO BE ABANDONED N❑ SCALE I ALL DI PIPE AND FITTINGS SHALL CONFORM TO AWWA C-104, C-110, C-111, ABANDONED FM — — —— — — EXIST PPLN — —— — \ C-151, AND SHALL HAVE DOUBLE LAYERING OF POLYETHYLENE WRAP PER — AWWA C-105, VALVES AND FLEXIBLE C❑NNECTI❑NS SHALL BE WAX TAPE COATED PER AWWA C-217, VALVE CANS SHALL BE PROVIDED FOR ALL 9 VALVES PER SDRSD WV-01, PHASING 1, CONTRACTOR SHALL SUBMIT FOR APPROVAL, SEWER BY—PASS PLAN, PRIOR TO SHUTDOWN. SEE SPECIFICATION SECTI❑N GREENB❑❑K 2-6.1 FOR SEINER BY-PASS .INTERIM CONDITION APPROVED,PLAN TO SAN ELIJ❑LJPAH CHRISETREES (760-753-6203, EXT 70) A MINIMUM OF TWO WEEKS NOTICE PRIOR TO SHUTDOWN. 2. SHUTDOWN SHALL BE LIMITED TO 4 HOUR DURATION FROM 1AM TO 5AM, 14' C900 PVC PIPE, 3. REPAIR LANDSCAPING INCLUDING IRRIGATION SYSTEM AND ANY CURB AND PE X PE GUTTER AND PAVEMENT DAMAGED DURING CONSTRUCTION TO AT LEAST PRE-CONSTRUCTION CONDITIONS AND TO THE SATISFACTION OF THE ® ENGINEER, — — — — — — — — CONCRETE CURB--/2_ — PIPE SCHEDULE 10 2 - 14' CL 250 DIP, FLANGE X PE EE NC ACTIVE 10 FUTURE 14' CL 250 DIP, FLANGE X PE ID a PHASING r MN Ta REMAIN A\ 14' DIP 1, PELETEP �, AND PLU y MJ X MJ\ VALVE 2. s)ELETEO NC BYPASS 0 3. pELETEA 4, REPAIR LANDSCAPING DURING CONSTRUCTION TO AT LEAST — PRE-CONSTRUCTI❑N CONDITIONS AND TO THE SATISFACTION OF THE ABANDONED FM ENGINEER, — —- - - -- - - -- - - - c ! - - --- --- - - -- — — Imo — -14' 45° 0905 ABANDONED FM RESTRAINED BEND 0 14' C900 PVC PIPE, , MJ X TANGENT BEND PE X PE -------- v FINAL C❑NDITI❑N LL FESS RECORD DRAWING °� G 11fi v THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON k S O PERMIT NO. INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS ¢s DETAIL 11-1Z-NUX-006ZRt BELIEVED TO BE RELIABLE,ATKINS CANNOT ASSURE ITS ACCURACY,AND TRANSITION (P) TO " 9 Z I THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING u N rn IN R M TR A MEN PLAN CONNECTION COUNTY; SAN DIEGO NTOITASARESURL,OMISSIONS WHICH MAY HAVE BEN HOSE RELYING ONTHSRECORDDCRAWINGARE NO SCALE 3 a .p. 91301€3 A W ROUTE: I-5 1"=5` BEFORE TFORANYPURPOSE. ITS ACCURACY irgT cxvpp a`ADVISED TO OBTAIN INDEPE T 3 PO5T MILE: R38.49 FOF c -`Fa tJ DESIGNED BY DRAWN BY CH C ED BY REVISIONS APPROVED DATE REFERENCES MATE BENCHMARK SCALE SPECIAL DISTRICT ATKINS PB ccK APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. SI3UILT ELEV: : NAV PLANS PREPARED UNDER SUPERVISION OF RECOMM ND D � ROVES � DATUM: NAVD 88 O^TJ PUBLIC IMPROVEMENT PLANS FOR: O DESCRIPTION; RECORD OF SURVEY 7MPE HORIZONTAL 1„ — ` DATE 111 1 011 BY:. I VEN H AI N FORCE MAIN & CS-633 FD 2.5° SD CO. ENGINEERS DISC STAMPED "OCT EDWARD I]EANE � BY. L E CE WATT G 138, 1988" D HIGHWAY WALL OF NORTH END OF THE R.C.E. NO.: CAT' HIGHWAY 1 1 FORCE MAIN NORTHBOUND HIGHWAY BRIDGE OVER SAN ELIJO PATE; — // �So%i [)ATE; �� � I LAGOON. VERTICAL N A CARMEN C. KASNER EXP.: __2/30/1-3 4$971 R.C.E. NO.: WORK PROJECT NO. CCE11B SHEET 3 OF 37 _ASmBU1LT,,, NOTES: l ® PROTECT IN PLACE � y ® REMOVE 36' DIAMETER GRADE RINGS , HEAVY DUTY MANHOLE FRAME AND COVER 6" TO 18' HIGH PER SDRSD M-3 WITH BOLT DOWN LOCKING DEVICE PER SDRSD M-4 ® ABANDON PLACE 60 CL III-Cl-PG 64 2$TR `' 6" CL III-CI-PG 64-1#}f�E Y� EXISTING 14" EXISTING 1 RCEMAIN 1 �� ISOLATION VALVE 12' CLASS II BAS :, � 120 CLASS II BASE BEND DOWN � � a 150 (TYP) a 2-#13 (#4) 14° FLANGE COUPLING TER ° BARS DIAGONAL BARS NATIVE COAT AND LINE INSIDE OF x MANHOLE PER SDRSD SM-07 14" D.I. 22, END, FLG. I I I #13 C#4? BARS MANHOLE LID BARS PLACED DIAGONALLY C21'�lk r. EXISTING VALVE VAULT 1 14° 0905 PVC PIPE POLYURETHANE STEPS WATERTIGHT JOINTS PER SM-05 20' PVC TEE 6,0' €1 IF PRECAST STRUCTURE USED / #13 (#4) 8" BOTH WAYS �� 1 1 I I 1 BLIND FLANGE BEND DOWN \ ` 14' FORCE MAINS 1 3 EXISTING 14° EMAIN 15' (TYP) MANHOLE PIPE CONNECTOR, \ (REMOVE INTERFEEa PORTIONS} I' SEE SM-04 k. SEWER FORCE MAI 14' PVC TEE ( MIN SEWER FORCE MAIN FLOW i � ` DETAIL pqq INTERIM PUMP STATION CONNECTION NO SCALE 4 8' MIN 560-C-3250 CONCRETE BASE L6' THICK 3f4' ROCK BEDDING (TYP) 6 J � � � NOTES w ¢ 1, REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE. 2. VERTICAL WALL OF CONE TO BE ON THE UPSTREAM SIDE OF MANHOLE, SEE 3 SM-05 FOR ACCESS LOCATIDNS, .r 3, FOR MANHOLE BASES SEE SM-03, z uj z 4, MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST. M � 5, MANHOLE COVERS SHALL BE MADE IN THE U.S.A. w w w w u NOTE, CONTRACTOR TO EXPOSE 15` OF EXISTING RECLAIMED 22 I12° DI F JTING WATERLINE ON EACH SIDE OF THE CONNECTION AND MJ ENDS, RE RAINED JOINTS RESTRAIN ANY JOINTS. r- a N DETAIL DUAL SEWEE EUEQE MAIN JA N NO SCALE 6 00 FQ'y o N c 22 1f2° DI FITTING c MJ ENDS, RESTRAINED JOINTS .G m 0 RECORD DRAWING F J�'� O THIS RECORD DRAWING HAS BEEN PREPARED,IN PANORT,BASED UPON 4A�k C" qS�t� PERMIT . INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS PVC RECLAIMED WATER LINE Uq 11 - 12-N 11X' 00a Rt BEUEVED TO BE RELIABLE,ATKINS CANNOT ASSURE ITS ACCURACY,AND �^ No. C z THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING s COUNTY. SAN DIEGO OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED DETAIL *c, 9 3p p3 W ROUTE: I-5 INTO IT AS A RESULT,THOSE RELYING ON THIS RECORD DRAWING ARE EL TI❑N F� RECLAIM MATER � ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY `s�` �'+ V t G �� POST MILE: R36.49 BEFORE APPLYING IT FOR ANY PURPOSE. NO SCALE 4 �r�OF CA1-too REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL IS ICT AT"INS Y APB �Y cHEC CK Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, 51BUIL ELEV. 16.938 PLANS PREPARED UNDER SUPERVISION OF REOMM D°D 'PROVED PUBLIC IMPROVEMENT PLANS FOR. a DATUM: NAVD 88 DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL N A GATE: 1112312019 BY._ J�.ts..t� ( CO LI c FD 2.5" SO CO. ENGINEERS DISC STAMPED °OCT + BY° 111 d 136, 1968" IN WING WALL OF NORTH END OF THE rJ05 EDWARD D ANE L RE E A WATT U NORTHBOUND HIGHWAY BRIDGE OVER SAN ELIJO ��"'A R.C.E. NO.: DATE: // // DATE: t� 3� U LAGOON. VERTICAL N A CARMEN C. KASNER EXP- 9130/1 �+ R-- 1. NO.: 48971 WORK PROJECT NO. CCE118 j SHEET 4 OF 37 ASEBUI CONSTRUCTION NOTES 00010 (a) INSTALL ,{2} STACKED 4- FUSED PVC C905 §EWFdOORCE MAINS WITH 20' CASING SEE SHEET 2 FOR DgIglilli �105 S� INSTALL i STACKED 14" PVC C� SE TORCE MAINS, SEE SHE T 2 FOR DETAILS. (i INSTALL TRANSITION FROM STACK 0 PARALLEL 14" PVC wr FORCE MAINS, SEE DETAIL 2, 3. @ INSTALL INTERIM PUMP ST CONNECTION PER DETAIL NORTHBOUND OVERPASS ------....... 5, SHEET 4. ...... CONSTRUCT 4" SE LOW-OFF PER WAS STD. Wi MODIFIED NTH VALVE. ------ CONSTRUCT ER FORCE MAIN MANHOLE PER DETAIL 4, .......... SHEET 4. ........ OR TO ABANDON IN PLACE EXST 14" DIP SEWER STA 9+63.62 ------- ——--- —------------- ...... F MAIN AND FILL WITH CEMEN`iII SLURRY, UPON --------------------- 10- CON F CALTRANS R W PLETION OF DUAL 14" SEWER FORCE MAINS. L 44*54'22" W CASING ........ J's,0 0 SAWCUT REMOVE AND REPLACE CONCRETE CURB AND ...... 0 0 AND GUTTER PER SDRSD G-2. VU TOE Off 2' E CNE 5' 0 CONTRACTOR TO REMOVE AND REPLACE EXIST, TRAFFIC LOOPS, T T -==�T- T T T —T— —T— T— — — — — —T— — —T -s—S S s s s-18�7 S 0 POTENTIAL DEWATERING DISCHARGE LOCATION. 0- -7--S- 36" SEWER - ----------- S + 't . i @ CONTRACTOR SHALL VIDEOTAPE AND SUBMIT TO CALTRANS EXST-- -------- —------------ ik - FM MAi FM Fk! ---�STA 9+31.29 AND AFTE PROP03ED IMPROVEMENTS. THE CONTRkCTOR Y. ............ `�Qi MAIN LABAN F,M SHALL ALSO REPAI ? ANY DAMAGE ASSESSED BY THE CALTRAINS FM -10 F, FM THE L 51-45'07- R �R W�— R W R RW— IiiiiIii-Wi— Rif- R INSPECTOR, TO THE INSPECTOR'S SATISFACTION. 12" PROP, WATER cc 12" WATER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY COSTS \"s --7,Z�- L-j ASSOCIATED WITH THE REPAIRS OF EXSnNG CALTRANS STORM w— w- 8" WATER COMM LE C04M - vIm--- --- UF I RW— --L-R%2A—TER-- R cam" NOTE: LLJ ............. LJ ALL WORK THAT IS DONE WITHIN CALTRANS RIGHT OF WOO — 20 ---------------------------- WAY SHALL BE IN ACCORDANCE WITH CALTRANS STA 9+29.32 12 -—----------------- STANDARD PLANS AND SPECIFICATIONS. 4 2 LT 2.50 L 51*45'07" S A 10 a5 T AA, , 16 C; x C3 FT ` < STA 9+03.13 WO K HOWN PAST NTEPIM CO N TION POINT, I 6A L 33*19'10" PEF S ARATE CON AD A BEARING RADIUS DISTANCE 31 MANCHESTER AVE . 1 N 29*5349" W 2816' 7 2 N 29*53'49" W 26.94' PLAN 3 N 21*51*18" E STA 8+9120 4 N 21'51'18" E 32,33' SCALE: 1"=20' 5 -N 61 E 336.38*l CAI.''1'4"A4 4 ON 1 6 IN 63'12'59" Wl LLI A- z <) o" I<� vis� 7 IN 63-12'59" Wl ui � Na. C a w EAl'STING P P ATION 9 30 7.3 rn or x OF C 0 10' 20' 40' 7 20 20 ... REUNF 7- R C I VTR Li 2" FU u 1 -1 Bpi 10 -8 R 1� MIN -�Ali qUSIi 11111111111111 1 101 5 LN A 5 Lo SLURRY ILL! I V L -CEi A EVI X -�El- 00 F LN 1--'k > 0 36 ;S it r� 00 r- un ui} ——————— IN 2W i -J- -7" u) -T-i uj uw lF --T 1 U) 6.0 4' 5 -------0.+1 —5 +44- 1 "PC 90 EW R FORCE M IN 4 PVC C9 5 E ER FCRC AI N IN 2 " D !HD E A IN 0 -10 10 ........... 0 0 > 4000– –T- IL4- ELL ]HE DESIED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISMICT A TK GNINS BY APB CC K tJT CITY I I APPROVALS OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. cc 777wwc�� 23MW Ei 37,52 PLANS PREPARED UNDER SUPERVISION OF REC"Imm D PROVE PUBLIC IMPROVEMENT PLANS FOR: a DATUM: NAVD 88 D DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" 20' DATE; 11/23/2011 B ff7 B 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST OLIVENHAIN FORi MAIN 'S- 633 CORNER OF DRAINAGE CURB INLET ON EAST SIDE (jwv� FLC�E. 1 50856 EDWARD EA E WREi A WATT < OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE // " 111 10 11 DATE: DATE: INTERSECTION WITH I 11 .E I L. CAMINO REAL VERTICAL 1" = 4' CARMEN C. KASNER EXi 9/30/13 R.i 1 48971 WORK PROJECT NO, CM 1 B =SHEET 5 OF 37 SHEET REPLACE CONSTRUCTION NOTES ' 0 INSTALL (2) STACKED 14" FUSED PVC C905 SEWER FORCE MAINS WITH 20" HDPE CASING SEE SHEET 2 FOR DETAILS. Q2 INSTALL (2) PARALLEL 14" PVC C905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. O3 INSTALL (2) STACKED 14" PVC C905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. ® INSTALL TRANSITION FROM STACKED TO PARALLEL 14" PVC R/W� N NORTHBOUND OVERPASS FORCE MAINS, SEE DETAIL 2, SHEET 3. --_ © INSTALL INTERIM PUMP STATION CONNECTION PER DETAIL - - `t� - ® CONSTRUCT 4" SEWER BLOW-OFF PER WAS STD. WB-02, x Q Ln MODIFIED WITH PLUG VALVE. 1, I ALL JOINTS RESTRAINED - rn d _ EX BRIDGE COLUMNS (TYP) 10 CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, a SHEET 4. CALTRANS R/W LIMIT �R o o + _--_ - 77710() 11 CONTRACTO AND ABANDON IN PLACE/ EXST 14" DIP SEWER APPROX. 190 TO EAST ± �� j r__ 0 _ O O COMPLETION OF DUAL 14 SEWER NFORCE MAINSRRY, UPON _2' SFA 1 C+ - -T-- - _ ._ = --_" _.._ -__- - - 1© SAWCUT, REMOVE AND REPLACE CONCRETE CURB AND L o o EPHON 5 _.___ ___ __ AND GUTTER PER SDRSD G-2. a ,� —T—t--N­L949 — —T— t0 —T— —T— T— T— —T— —T— —T -1- -T -i- T -ice T r . 0 1- E 6250891:98 co ao - 32 POTENTIAL DEWATERING DISCHARGE LOCATION. o- - S S S S - S 36" SEWERS _ - _... _ _-___ _ S - LT 2.= - 32 0+ a .o+ o STACK B, �- � ° » RIPE _ C " SEW � 31 EXST CALTRANS STORM DRAINAGE SYSTEM. L Q TA I-1 4'-�C FM M FM - FM FM FM FM FM — _- _ a cn 6 m LVF�$ 10" FORC MAIN �BAN� -- - - - --_----_ _ - _ - - ® 14" DI FORCE MAIN TO BE REMOVED. SEE WATER PLANS. 0 41 �; — - — — — _ F — — — — — FM — n --- L 45� 39.56 3 4 13 _ - RW R RW 1 R�FJ WATER RW FM— R — FM — Q W E WATER R 1 3' - � —M —�'` M {. 1 3 W �- — comm ==—LDMM-- UE ?{M- UL COMM J y,. .. ... T�10+1fi_55 - F - 194904 12 c.D cOMM _-- - „ ue Z RW 4" R WATER 6250841.11 I - '_- (1) 4 CONDUI N NOTE: RW �w 4 R •_ OMM a; 1 1 1 2" \ LLB TA 1-0 03 _ S p6 < O / r I W ALL WORK THAT IS DONE WITHIN CALTRANS RIGHT OF - S S S T 3 i.., - / 20 coRRUGATED _ EX BRIDGE ABUTMENT - _ z (w WAY SHALL BE IN ACCORDANCE WITH CALTRANS 3 + 10' `� PLASTIC PIPE - - - - - _c. STA 11+12.41 r-- _ - - - -- - AV1 2 I 4'%'A I& GR WIVE LT 2.00' BOTH EMPTY -- - - -- STANDARD PLANS AND SPECIFICATIONS. / I BEGIN CASING / eF WORK SHOW P ST IN U ` 04 CONNE DINT, Q X- D , PER AR CONTRACT. � a A/BEARING RADIUS DISTANCE MANCHESTER AVE . �� I , N 23°15'14" W -- 43.30' TA 91 74.18 '`�STA 9+74.18 6 7 2 N 23°15'14 W -- 40.34' .19' 31 1949081.37 N 1949080.20 \ PLAN � 3 N 21'44'46" E -- 4.19' 625 825.19 1 E 6250822.47 ' 4 N 21°44'46" E -- 6.88' T 2.9 'g / �� 1 xRT 5.88' SCALE: 1"=20' 5 N 66°44'46" E -- 286.22' C. kys 9iF J 1m NOTE: I �� 2F92c, �� IN CHANGES SHOWN IN RED ON PLAN VIEW w N p m JI EXISTING P MP �tATI 'r BECAUSE CONTROL ALIGNMENT HAS NOT * xp. 9130113 * % / Z CHANGED. Ln sTyr civil, �a`P w 1 F OF Op��FO I 1 0 10' 20' 40' 20 10 T — - - - H7 Lo N I (00- w AN H ST R Lo ai a - - - � - - ��o - ----- - I— I -f— — z 20' 20'14-uj m — g ONQ a - M - � — J z , r e-- _ N 15 _ 15 co E " v 3 ILL 2„ TR - - - -- ----� - P� cT 6' MIN O.D. T O.D. PER C LT A S TDI . o - - O.P. E.❑ � IIE N�C> as N 10 STDS. t- - - 0 2 MI D. TO $ 10 ° --- - - I _ N J O 10' ' ¢ - -- ® m - - c- CO _ EL EC/CABLE </ TA 11+02.41 -�- _ - - - 5 5 ERT L 22°24'05" -I -- TE HL UNK- - UN _ �5 Q ~ - E E N �' LE. - 49'35 26° MIN CLR EL ---- 1 B IE 7.16 1 00 rn _ - F T IE 10.40 - -- - -- - - - - - ( ) -- >~ O 1- i DUAL 14" FUSED P C " m m n o - _- - - m - - _ - 3 -5S . -- E MAINS STACKED' S = 35.79% IE 1. 6 + + vv CA II- HDPE FUSED O M O ¢ � O � O a � O O NMI 1--- + � , rm T 1 +8 9 N a N o . o'�i O J N B V T L 19°41'32° - - - -- -fi - T❑ BE R ML1�EIl FU P' R + + T VET 2°30 00 CID ww r w w ¢ � _ � ww � _ - (T) IE .41 _ IN 24• C ° w w 8 ' � '' FUTURE 2" WATER 10" FM (ABAND) _ _ - - - - -- SwF m ¢ o' V) (B) 601 98 - - -' - - - __ 0 —5 I fi W —5 5 38 1 .9 ' 4 .4 ' 14:47' 2 1. T -- - w 4' PC 9055 10.00 2 _ --- ) EWE CE M IN - ) 14' F S VC'I C905 SEWER FORCE MAIN I 2 CASING - - - _ SECTION A - - - THIS RECOR RECORD DRAWING I I � AL JOINT RES R INED I , FUSED HDPE - F=' S -- R _ _ _ INFORMATION FURNISHED DY OTFfRSEN'FE0.TH15PINFgtMATEON NOT TO SCALE rJ --I - - --- -- `° —10 10 iE -1 .77 + + - 1 _ - �J - Q Z ,_ BELIEMED TO BE RELUtBIE, ATKf15 CAIMOT ASSURE ITS ACgkkACY, AtD I _-- e © _ THIS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING _ .-_ - DIE 0 _ __ OR FOR ERRORS OR OWSSIONS WHICH YAY HAVE BEEN INCORPORATED �- - -ff -- - - -- - - - - - P R 0 1 ROUTE 1-5 INFO IT AS A RESULT, TN)SE RELYMG ON iHLS RECORD DRAWNG ARE w - '— -20' I r-- POST MIL�.Af�3S. — ' ADVISED i0 OBiIUN INDEPENDENT VERIFICATION OF ITS ACCURACY ,� O 111-00 LSCAIE: HORIZ — 0O - - -- - --F-�ERr 4 AFORE APRYNG IT FOR ANY PURPOSE. - 0 - � I v REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED DRAB 6Y CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. REPLACED SHEET ELEV. 37.52 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: REVISED SKEET 0 CHANGE ORDER 1 DATUM: NAVD 68 OLI VEN H AI N FORCE MAIN p DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" = 20' DATE: 3/.2014,1013 gY: BY: CS- 633r SURVEY CHANGE 1 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWARD DEANE LAWRENCE A WATT O VAULT REVISIONS CORNER OF DRAINAGE CURB INLET ON EAST SIDE wGS - R.C.E. NO.: 50856 OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE DATE: DATE: v CHANGE ORDER 2 INTERSECTION WITH EL CAMINO REAL VERTICAL 1 = 4' CARMEN C. KASNER 9/3013 13 11 EXP.: 48971 HE ASBUILT . J / R.C.E. NO.: WORK PROJECT NO. CCE1 1 B SET 5rOF 37 ASmBUILT CONSTRUCTION NOTES 01 INSTALL (2) STACKED 14" FUSED PVC 0905 S R FORCE MAINS WITH 20" HiDPE CASING SEE SHEET 2 FOR AILS. INSTALL (2) STACKED 14" PVC 0905 R FORCE MAINS, SEE SHEET 2 FOR DETAILS. `x8 CONSTRUCT 4" SEWER BLOW-0 ER WAS STD. WB-02, MODIFIED NTH PLUG VALVE. s F 'z kt 11 CONTRACTOR TO ABAN IN PLACE EXST 14" DIP SEWER FORCE MAIN AND TH CEMENTjSAND SLURRY, UPON f W COMPLETION OF L 14" SEWER F R R CE MAINS, (o POTENTIAL ATERING DISCHARGE LOCATION. _ _..._... ... w. 0 31 CO CTOR SHALL VIDEOTAPE AND SUBMIT TO CALTRANS e� - — CTOR, EXST CALTRANS STORM DRAINAGE PIPE BEFORE — — _- c -- — . — -- --°"a- 0 NO AFTER PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL ALSO REPAIR ANY DAMAGE ASSESSED BY THE CALTRANS _ _ _�__ _.... �. -�. .. ____-._ ._ -.___ _._ INSPECTOR, TO THE INSPECTOR'S SATISFACTION. THE -__-_ _: k:--.... - = _ :.'w _ ____-._ --- ._�_-....... - --....... -- -...---...�.__�._..�._.----- CONTRA CTOR SHALL BE SOLELY RESPONSIBLE FOR ANY COSTS y , r..,, ASSOCIATED WITH THE REPAIRS OF EXSTING CALTRANS STORM --___-_� m �.... DRAINAGE PIPE. v It"j - v._ €I. _ .... uy_ p I um �. . T ... ......... L�J T - —T- — \—T-- -- -vk ! g' 3 _.._ -" �X ALL WORK THAT IS DONE WITHIN CALTRANS RIGHT OF LIJ �- 36" SE R ESCONDIGC} 0 AN {}UTFALL -- - - - rT 36" SE R WAY SHALL BE IN ACCORDANCE WITH CALTRANS IeLJ _ .......,..... _ S S - S 1_ S DI s S S ' "' S S S - S S - --- - STANDARD PLANS AND SPECIFICATIONS. v. z _. .._ 6+00 17+00 — FM - — 3' FM EM --�"'„..-- FM — �... FM — FM FM --___ 12” WATER — �J RW Rw R Iz w IRS — - 1 _ r _ _ - R R Rid RV Z 12" PROP WATER 19 31 Ln zo- -- F�caF4 ED_ L �i r I Y f�a SOUTHBOUND OVERPASS M Ail CH EST AV . PLAN pFESStp4q SCALE: 1"=20' kq < � BEARING RADIUS DISTANCE 1 1 IN 66°45'40" E 1 450.00' No C5 \ � p�L,"9 ctvt�- 0 1g 2" 0 10' 20' 40' I , , I I - I - 20 xr < - - I ' -4--- .- 15 t- - - - - f- F 1 ! ❑P ® F JS D T_._'. - -ol S 21 n 019 , 1 0. 0 - - _ U c - - - 1. ! .. �. _ Z-1 ! �! I I I I r , p0 -VX I P ❑ ID EMNISN SURY BTIWE�N AIN ADPIE u1 � q�yq V ° �� ° ° S URRY BA K LL 3TD. 00.. —.� — — -- --- --' -I- - `5 U _.y_ 112°9,' 0. fi 2 4,( V C 0 5 MA D" FUE4H P CSI G (2 1 V C05SWE RE AI -�-- � - - - �1 p L(o j j �TI I T I— -.- W : ... I CALE. H RI =20 00000 T - - I - REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ATKINS Y APB Y H CccK Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT — DRAWING N0, ELEV: PLANS PREPARED UNDER SUPERVISION OF RECOMM { D APPROVED PUBLIC IMPROVEMENT PLANS FOR: v DATUM; N AVD a8 ^ DESCRIPTION: RECORD OF SURVEY 98416 HORIZONTAL 1" = 20' DATE: �112,312 �9_ BY:_ssl�7 � BY: p CO CITY OF DRAINAGE BRASS DISC IN NORTHEAST ��pr EDWARD DE E LAWRENCE A WATT p CORNER OF DRAINAGE CURB INLET ON EAST SIDE °1C �?O8.�J6 ULIVENHAIN Fu"Ru"I MAIN CS- 633 OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE R.C.E.R CE NO.: DATE: // // DATE, INTERSECTION NTH EL CAMINO REAL VERTICAL 1 = 4' CARMEN C. KASNER EXP.: 9130113 R.C,E, NO.: 48971 WORK PROJECT NO. CCE11 B SHEET 6 OF 37 SHEET REPLACE CONSTRUCTION NOTES ' (D INSTALL (2) STACKED 14" FUSED PVC C905 SEWER FORCE MAINS WITH 20" HDPE CASING SEE SHEET 2 FOR DETAILS. Q3 INSTALL (2) STACKED 14" PVC C905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. Q CONSTRUCT 2" WASTEWATER SERVICE COMBINATION AR/AV PER WAS STD. WA-02 WITH STAINLESS STEEL ISOLATION BALL VALVE AND USING 2" STAINLESS STEEL TUBING/PIPING, FITTINGS, JOINTS, \ \\ f ADAPTERS, ETC. TO BE USED IN WASTEWATER APPLICATION. r _ /W ® CONSTRUCT 4 SEWER BLOW-OFF PER WAS STD. WB-02, o ' MODIFIED WITH PLUG VALVE. IL R — - 00 ® POTENTIAL DEWATERING DISCHARGE LOCATION. I� ® REMOVE EXST. ABANDONED UTILITY, AS NECESSARY TO O a _- CONSTRUCT PROPOSED IMPROVEMENTS. AL EXST CALTRANS STORM DRAINAGE SYSTEM 31 ® 14 DI FORCE MAIN TO BE REMOVED. SEE WATER PLANS. - - --__ - Ln U — — — _T— —T.—— —T T — — ---- —T - ---- ---- - -- - Q W NOTE: r = T — — --r— _ —_.__. — --- ALL WORK THAT IS DONE WITHIN CALTRANS RIGHT OF I— — __T— — T — "T A 4+12.96 Q 8' — — 32 36" SEWER W WAY SHALL BE IN ACCORDANCE WITH CALTRANS W Q S 36" SEWER S = S END CASINGS S 3, S ESCONDIDO OC AN OUTFALL - S S -�—S S S S S - -5 -- = STANDARD PLANS AND SPECIFICATIONS. W - =- — V ) FM FM — FM — S,. FM FM FM '— FM - — I'M - — FM FM FM W W _ W 3 12" r WATER z W W WATER FM RW 1 RW �_ � RW -- RCS 2 _ RW RW2 15-�tVi- _-- _-. _ _- --- RW KW RW RW U� LLI(f) - - - M loll ORCE MAIN (ABA�h L - — - - - CCU — FM UE �._ ._.:.�r M�-COMM- — CC1Mhl _ M____— _ .. _ _ __-_ t1MM - - ..-_--____CUtltl. ____— =FM COMM —___-- .tom= Comm S S l�rJ FM ' S Z � A ED - S- - _ S S S _ - A PROTECT IN PLACE Q U _-- UE - UE - - - - UE E - u HE C�MM - UE - - EX BRIDGE ABUTMENT< 20 I p El 20 l 5 ~\ IA SOUTHBOUND OVERPASS 0 MANCHESTER AVE . 0. PLAN SCALE: 1"=20' QAOFESSi� ' N� p/BEARING RADIUS DISTANCE C. ql 1 N 66°44'46" E -- 450.00' Q CO U y�9 y{% :\A E5 Z VN w N C m 2. „p, 9130113 0% o 1' sryr civil, �`P 0 10' 20' 40' F OF CAOI U 0 -- - -- - 20 -r -- X ST G ❑U D _ _ L a R I! - _ 15 15 N � N OP ❑ F S D D E A IN 0" FM ( BA D) co IF LINK 1-4- 00 - 10- - - - 0 O — -_ _ _ --_ -t- 6 A- Q W -� - -� -�- N W - - -._ 5 - �I - 11 _ P ❑ ID EM N /S N S U R V T (1) 1 B 00 T E N A IN A D PIE 0 F_ - IE o - fi 0 I W z T -- -- - < _ -- - - - -P, R-CALTRANS STDS. -- - - - _ - - - - } -T -� TT i- T - - - - - -� - I Q +- - '-- - 1 IN O.P.0. - TO O.D. + T � I � � I L_ � � T- �- � -�- � :41 � - - - - i T I - - - - }- - -� - - -- - -- - +- +- - - F } -5 � _ - (2) 14" PVC C905 - _-- - LL _ _ t I SE E F RC AI -- - - �- — - -- AI I 2 U ED H PE CA IN RECORD DRAWING I I _ L — �- —+ — — — — - THIS RECORD DRAWING HAS BEEN PREPARE% IN PART BASED UPON T - N� INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS > _1 0 1- Z NUX- 0062 BELIEVED TO BE RELIABLE, ATKNS CANNOT ASSURE ITS ACCURACY, AND —10 — - THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING m _ Ot1NTY SAN DIE +,__ __ _ OR FOR ERRORS OR OIISSIONS WHICH MAY HAVE BEEN INCORPORATED c - T t -t--�" } INTO IT AS A RESULT, THOSE RELYNG ON THIS RECORD DRAWING ARE C) P R _ osT MILE51R38.49 1Z - - - - ITS accuRacY - G ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF w �� SCALE: HORI -20' .r. 0 - T- - 15 - 1$ BEFORE APPLYING IT FOR ANY PURPOSE. o >1 i t i t � I I I T i DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING No. C) S DATE BENCHMARK SCALE SPECIAL DISTRICT ATKINS Pe cK � REVISIONS APPROVED DATE REFERENCE m REPLACED SHEET ELEV: 37.52 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR REVJSEO SHEET N DATUM: NAVD 88 3 za s0�3 OLI VEN H AI N FORCE MAIN CS- 633r RFI 39 DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" = 20' DATE: BY: BY: ASBUILT �� 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST ' / 50856 EDWARD DEANE LAWRENCE A WATT O CORNER OF DRAINAGE CURB INLET ON EAST SIDE ®1{r1t+ °��'� R.C.E. NO.: DATE: DATE: OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE U INTERSECTION WITH EL CAMINO REAL VERTICAL 1 = 4 CARMEN C. KASNER EXP.:: 9/30 13 48971 SHEET 6h OF 37 R.C.E. NO.: WORK PROJECT NO. CCE��B ASmBUILT CONSTRUCTION NOTES Q INSTALL �2) PARALLEL 14" PVC 6905 SEWER FO MAINS, SEE SHEET 2 FOR DETAILS. INSTALL �2) STACKED 14" PVC C905 SE ORCE MAINS, SEE SHEET 2 FOR DETAILS. -------- INSTALL TRANSITION FROM STAG 0 PARALEL 14" PVC FORCE MAINS, SEE DETAIL 2, T 3 R/W CONSTRUCT 4" SEWER B OFF PER WAS STD, W13-02, MODIFIED WITH PLUG V CONSTRUCT 4" SE COMBINATION AR/AV PER WAS, -03, M IED WITH PLUG VALVE. STD, WA CONSTRUCT ER FORCE MAIN MANHOLE PER DETAIL 4, 0,32 21+ SHEET 5 2�.6 8 4 CON CTOR TO ABANDON IN PLACE EXST 14" DIP SEWER E MAIN AND FILL WITH CEMENT SAND SLURRY, UPON c) OMPLETION OF DUAL 14" SEWER FORCE MAINS, 0�,T TA'21t62�6--- C) POTENTIAL DEWATERING DISCHARGE LOCATION. FtT T L 11,25' JACK AND BORE WITH TWO 20-INCH CATHODICALLY PROTECTED 5 2 c; STEEL CASINGS, CONTRACTOR TO PROVIDE CEMENT/SAND Uu SLURRY BACKFILL BETWEEN FORCE MAIN AND CASING. 2 + 4 REMOVE EXST. ABANDONED UTILITY, AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. uo CONTRACTOR SHALL VIDEOTAPE AND SUBMIT TO CALTRANS co RW INSPECTOR, EXST CALTRANS STORM DRAINAGE PIPE BEFORE lb I-OR W4 AND AFTER PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL ALSO REPAIR ANY DAMAGE ASSESSED BY THE CALTRANS INSPECTOR, TO THE INSPEC-TORS SATISFACTION. THE I<w 6 V, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY COSTS ---------- ?.?-u ASSOCIATED WITH THE REPAIRS OF EXSTING CALTRANS STORM f, 29 DRAINAGE PIPE. 20 S'--------- NJ- vt - I VIA NOTE:f. 4 ALL WORK THAT IS DONE WITHIN CALTRANS RIGHT OF tit- co -1- Ull VY UE WAY SHALL BE IN ACCORDANCE WITH CALTRAN'S U E UE STANDARD PLANS AND SPECIFICATIONS. U, lie UE �S x X ---4 14 + --a- --l—x R/W it cp�\c: 13 -Z� 44!'j, T A/BEARIN RADIUS DISTANCE 1 N 66'45'40" E 83.01' it 2 16*49'16" 579�60' 17016' v- (D 'yl MANCHESTER EVE . 3 N 82*48'24" E 159.46' Do 1� It PLAN 4 N 85*5636" W 37.37' SCALE: 1"=20' 5 N 82`48'24" El 1 62,38; Its m C.. 11 VAGFESS Z w, 0 Up C541L z 0 11 2' Civil, OF C 0 10, 20, 40' 14- -4- ------------ ------- -------- 7, 20 20 tt 15 PE 15 -————--------- Lo N'qY 10 IFlq P OF ------------ LL -4- 5 4-4 5 + ! 5 I STAO+Q+ 0. 1 --V > JIB L-v 29' j , 4— jr I 6.f 1 + -S 14, 7 > AQ z 0 to L o'er, JAQlK AND b lle�zl �2 �H ST 0+H02 JE[ TEiC-rIED STEEL ;kA INk7 T� IE 4� it X9.$2 5 Oc 'OOl 2) `� ------------ -- –---- ---- -4-5 !;SEWER' F RC N Al fer-Sc�ktE —T- 5 -10 —10 ?7 zt t------—----- 4 7 7-- uu 1 19+011 7 —tT > 0*400 DESIGNED BY DRAWN BY CHECKED BY ATKINS pa CCK REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z315" ELEV: 37.52 jk*lan! im FPR0VEQ DATUM, NAVD 88 PLANS PREPARED UNDER SUPERVISION OF RE CO PUBLIC IMPROVEMENT PLANS FOR: O DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" 20' DATE: 1112312011 BY: By: LR/W�� 25" CITY OF ENCINITAS BRASS DISC IN NORTHEAST OLIVENHAIN FC)RCE MAIN CS- 633 EDWARD DE NE tle<WREN A ATT CORNER OF DRAINAGE CURB INLET ON EAST SIDE OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE R.C.E. NO.. 50856 DATE: DATE INTERSECTION WITH EL CAMINO REAL VERTICAL 4' CARMEN C. KASNER EXP., 9Z30/13 48971 R.C.E• NO.: WORK PROJECT NO. CCE1 1 B SHEET 7 OF 37 SHEET REPLACED CONSTRUCTION NOTES O2 INSTALL (2) PARALLEL 14" PVC C905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. --- 03 INSTALL (2) STACKED 14" PVC C905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. INSTALL TRANSITION FROM STACKED TO PARALEL 14" PVC FORCE MAINS, SEE DETAIL 2, SHEET 3. RAW — Q5 CONSTRUCT 2" WASTEWATER SERVICE COMBINATION AR/AV PER WAS STD. WA-02 WITH STAINLESS STEEL ISOLATION BALL VALVE \ ' AND USING 2" STAINLESS STEEL TUBING/PIPING, FITTINGS, JOINTS, ° ADAPTERS ETC TO B USED IN WASTEWATER APPLICATION. \ \ E , R�w _,�._ -. -- -- -----��-----~-_--___--- ____ j T��� ���� ® CONSTRUCT 4" SEWER BLOW-OFF PER WAS STD. WB-02, REALIGNMENT TO THE SOUTH - --- __ j �- MODIFIED WITH PLUG VALVE. START STA 19+00 t - _ _/ (T0 THE EAST) ---- _ -�- O - CO (\ 10 CONSTRUCT CT SEWER FORCE MAIN MANHOLE PER DETAIL 4, — — - _ = —T— ❑ 11 CONTRACTOR TO ABANDON IN PLACE 14" DIP SEWER STA 18+65.06 -- 1 o,-r— O FORCE MAIN AND FILL WITH CEMENT SAND SLURRY UPON -° 5 - T 1 28' _,._I--- N-�948702.64 _ —T-- _ _T ' COMPLETION OF DUAL 14 SEWER FORCE MAINS. - 0 S S S S 1~- _ POTENTIAL DEWATERING DISCHARGE LOCATION. C9 AR/-AV--'- + - -" STA, +09.20 S — _ L 3°00'00" S -- - 6 SEW S--S ` - TED EC � O ® JACK AND BORE WITH TWO 20 INCH CATHODICALLY PROTEC w� �` ' -----_S_ SLURRY BACKFILL BOETWEEN FFORCOE MAIN PROVIDE AND CASING. t \ STA 21+95.95 N STA 18+52.74- w� - - M� -_ .___ ___ 3 3 --J -_" - C L 2'33'45" ® REMOVE EXST. ABANDONED UTILITY, AS NECESSARY TO --- I RW 4 N CONSTRUCT PROPOSED IMPROVEMENTS. BC C - -_. . + 0 0 20+ - RMI-= �- u' j — _1�FORCE AI _ D — �' 32 S Pub 19 _ — wj — ---- — — w� — __ " 1 , RE pW}TE wu Q 0 EXST CALTRANS STORM DRAINAGE SYSTEM ww03 14 DI FORCE MAIN TO BE REMOVED. SEE WATER PLANS. R wl+9u = w = RW Z 1 RW W EPB S „r�, NNW + tU S 9 - A TER 2 FM co 20 �� S 7 ww. - STA 20+70.. 0 S 3 2 FM UE _ UE _ ❑n❑ �.�'4 -PIPE ',A STACKED 28 S P �� W NOTE: S w J _ 71 N ? Qj co ALL WORK THAT IS DONE WITHIN CALTRANS RIGHT OF u - WAY SHALL BE IN ACCORDANCE WITH CALTRANS C� u L 2°39'53" � E UE 5 \r 6 Z STANDARD PLANS AND SPECIFICATIONS. UE .� < x X ;1— --C UE ---- X -- - GAS t yy — Q r . Q v I A/BEARING RADIUS DISTANCE D_ STA 21+75.00 1 N 6644'46" E -- 92.45' ® 10 2 13°05'21" 478.00' 109.20' e � MANCHESTER AVE . 3 N 85'30,00,' E -- 103.88' Q Q y PLAN ' 4 N 82'56 15' E _= 7.65 QFtOFESSION , 5 N 85'30'00" E -- 29.97' N C Sy�� W I - SCALE: 1"=20' 6 N 82'56'15" E 7.19' Q kv CL' Qh !3 ' 7 N 82'56'15" E -- 12.44' o� F9 R h- z 1 8 IN 69°24'39" E 29.53' w No C m z 07 O 1 9 IN 72°24'39" E 30.00' xP. 9130113 * I mr cIVI1 3 0 1, Z' 9TH \� °` �� 0 10' 20' 40' — RESTRAINED �AL JOIN S RESTRAINED- ALL i RESTR o _ o 00 N - - - 20 a - — - + � - - - _ - 20 -- - �, � z N N ... c"' v Y -I_ O F- -4 EIS qi;IntIND - f oQ 0 N _ � . _- _- .. __ .I + � - _ -- - - � - � � � I 15 15 - - - - --1 -�- 1 __�-rte N CO ❑P OF PPE • - Al 6 ITT- SLURRY BA KF` - - -. _ -- - 10 O LL _. - I� 'LY / IES11.0 ' 'N'L,Y / 24 SD E 8.78 3'; .924 T W' (� - - - - - �_ _ - 1 fii �l 5 5 V1 - - - Ll11i - - - - - j - 5 ___ _ -- F00 Ld LA­ L'i N t rn PARALLEL LEVEL LE J�l -. ornLo _ J 5 u? STA 1+p6. 2 + - � _ ELEC 1 �I S � o m co JA IAN OR€ + � O O a ' PROTECTED TESL / S A 21+54 76 rn F w m - - - CASING B VERT L '23'23" - STA 21+66♦95 - "cry. , I N N > T IE 5:08 6 SS ( DUAL 14 B IE 2'38 _ (B) VE T L 1-1 0 -' - FORCE MAINS m __. ( ) T VERT L '0 '0 " ~ 0' FM 14" FM - - -- - ( - F I }... -- - � - IE NIIS 5 - -- - a' swR -5 01.28 5.9 2 3. 4' 12 19 36 65' 2" R U 7 LL - " fN L 5 SEWER iFO CE -- SECTION j B O - - - _ PERMIT NQ. _ THIS RECORD DRAWING©AS BEEN DRAWING IIN PART BASED tFON - - 7 > - NOT TO SCALE i 1 O INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATIDN IS ca 11 -12-NUX-_ 0 Z 1 —10 --_- - _.-....___-- -___-.- ___ _ BELIEVED TO BE RELIABLE, ATKNS CANNOT ASSURE ITS ACCURACY, AND ---- ----- 0 I I E COUNTY: SAN D EGO THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING ° L ROUTE: I-5 OR FOR ERRORS OR OMSSNINS WHCH MAY HAVE BEEN INCORPORATED - -- Lu SCALE: HO 1Z: 1"=20' INTO IT AS A RESULT, THOSE RELYING ON THIS RECORD DRAWING ARE o0 POST ILE: 838.4 ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY -- - "=4'_ _ BEFORE APPLYING IT FOR ANY PURPOSE. i-L DESIGNED BY DRAWN BY CHECKED BY Lil 11 REVISIONS APPROVED ' DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ATKINS PB CCK APPROVALS CITY OF EN CI N I -AS ENGINEERING DEPARTMENT DRAWING NO. REPLACED SHEET ELEV., s7.s2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: RVVI'SED SHEET DATUM: NAVD 88 o RFI 39 DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" = 20' DATE: 31,121,2q13 BY: BY: CS- 633r ASBUILT 2 7 r 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST OLI VEN H AI N FORCE MAIN p CORNER OF DRAINAGE CURB INLET ON EAST SIDE y.,�p,.... 50856 EDWARD DEANS LAWRENCE A WATT C1N R.C.E. NO.: DATE: DATE: ¢ IN MANCHESTER AVENUE 0.1 MILE SOUTH OF THE 1 = 4' CARMEN C. KASNER EXP : 9/30/13 (> INTERSECTION WITH EL CAMINO REAL VERTICAL 48971 R.C.E. NO.: WORK PROJECT NO. CCE1 1 B SHEET 7P OF 37 ASmBUILT CONSTRUCTION NOTES (2) INSTALL (2) PARALLEL 14" PVC C905 SEW ORCE MAINS, SEE SHEET' 2 FOR DETAILS, CONSTRUCT 4" SEWER BLOW-OFF WAS STD. WB-02, WJ wj _4" FOR4� MAW- MODIFIED WITH PLUG VALVE. CONTRACTOR TO ABANDON LACE EXST 14" DIP SEWER FORCE MAIN AND FILL CEMENT/SAND SLURRY, UPON COMPLETION OF DUA SEWER FORCE MAINS. OJlf Al.'s ------------- ------ POTENTIAL DEWA G DISCHARGE LOCATION, REMOVE EX . ABANDONED UTILITY, AS NECESSARY TO CONSTR PROPOSED IMPROVEMENTS. CO ACTOR TO INSTALL TRACER WIRE STATION ON EXST LA IMED WATER LINE PER WAS STDD DWG. WP-01. C) ------- STA 23+04.54 23+9. 0 /Z 45' 8 0 > 0A, — ELQ, 2 WJ — NJ Nj - ------------- 29 --------- s —Aa I------- N F 40 LLJ 30 0 NJ! Rv -- ------ -- Lu �n F-c R\4 � F" S, ow 2 (TY ST 111, -1- _- - --- 11 A" BC, L 45* ...... 2 WWD3 12" 20 wwaa TER WA wmu- -'7- 4,4j p�- -._A 6 YGAS Nw c) tQ 44j 0 m---------- A/BEARING RADIUS DISTANCE MANC TER , 1 N 85 56'36" W 104.54' 2 N 85'56'36" W 103.51 or- s 'A p 3 N 40'56'36" W 15.29'' C. - I I SCALE: 1"=2 4 N 40'56'36" W -- 12.50' 5 24*07'20" 784.25' 33017, crs N C Lu 6 1'42" 781.75' 33011' 9130113 v 1 70 0 19 2- OF 0 10' 20' 40' ————— ----—————————— —T 20 ——---------4------ 20 L"do 0�10 15 —— ---————— —LL EXI T 3R1 IUN -- ———————— —— — —————————-- --- --——————— ----—————— 10 --- ---—————-- —————— FC -lE ——— ————— 0 F IN "U HIC—N — -- L 5 3: — — -% V. 1 I 11 —W=— ————————————— I I ——— ——————— 7� --—————————— + Lo cl 0 > LJ 0 —————————— ———————— ——— ————— ---------- ——————————— —5 —L-1 — LL 4- - -Sw —rr -V,C IC995 2) 1 1; P iWERI F RC N Al ——---—————————— —10 --- ---- ------------ ------ ---------------- ------ -—————— ---—————- Lu 00000 S AL ko IZ: 11"+ 0 40 A 4--F - # 14 it REVISIONS APPROVED DA REFERENCES DESIGN: BY Ill DRAM BY CHECKED BY DATE BENCHMARK SCALE SPECIAL DISTRICT i eCK CITY 0 F EN ENGINEERING DEPARTMENT c I � ATKINS I DRAB APPROVALS ENT DRAWING NO. ELEV; 37.52 PLANS PREPARED UNDER SUPERVISION OF E E D PUBLIC IMPROVEMENT PLANS FOR: aNi DATUM: NAVD 88 COM OV 0 DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" 20' DATE: BY: 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST 0 CORNER OF DRAINAGE CURB INLET ON EAST SIDE BY: OLIVENHAIN FORCE MAIN CS- 633 50856 DATE:EDWAR O;NE LXWRENprCE 4 -W—ATT 44 R.Cl, NO. 0 �e OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE Gmn�' I DATE: INTERSECTION NTH EL CAMINO REAL VERTICAL 1" 4' CARMEN C. KASNER EXP.: 9/30/13 8 R.C.E. NO.: 4971 WORK PROJECT NO. CCE1 1 B rSHEET 8 OF 37 SHEET REPLACEO CONSTRUCTION NOTES ALL JOINTS _ Q INSTALL (2) PARALLEL 14" PVC C905 SEWER FORCE MAINS, ' RESTRAINED - SEE SHEET 2 FOR DETAILS. Q5 CONSTRUCT 2" WASTEWATER SERVICE COMBINATION AR/AV PER 4 FO MAIN gQgNp WAS STD. WA-02 WITH STAINLESS STEEL ISOLATION BALL VALVE N N / W �p3-�` AND USING 2" STAINLESS STEEL TUBING/PIPING, FITTINGS, JOINTS, N N EXISTING 14" FM wi '� ADAPTERS, ETC. TO BE USED IN WASTEWATER APPLICATION. ' I- TOP 6'-5" /� m` °`°° - ` ® CONSTRUCT 4" SEWER BLOW-OFF PER WAS STD. WB-02, (n U) BOP 7'-9" VZf PL , - ___ _ 5 ° - ,_. MODIFIED WITH PLUG VALVE. C DISTANCE FROM SOUTH CURB 16' OCEPN 0 w3 - w 11 CONTRACTOR TO A ) S 14" DIP SEWER ' PLUGGED/ABANDONED TO WEST fCO ��/O>/ / III 5 FO CE MAIN OF DU PLUG ( SEWEILLE PPER CITY), UPON 14" X 11-1/4* BENDS 5 CE M w n' S STA 25+18 ' ® POTENTIAL DEWATERING DISCHARGE LOCATION. \� o STA 22+42.11 / „ 'OR� `�-�\ RW TRACER WIRE v // ® REMOVE EXST. ABANDONED UTILITY, AS NECESSARY TO w�R13 �` s �1°4� X 11-1/4° BENDS 5 ' CONSTRUCT PROPOSED IMPROVEMENTS. 110 STA 22+84 RT 6.83 36 STA 22+59.�4� ® CONTRACTOR TO INSTALL TRACER WIRE STATION ON EXST (� 0 � S BO 8 L 12°48'23" BP - D` ■ �`m Ty D -_`H RECLAIMED WATER LINE PER WAS STD DWG. WP-01. \ -- N 3 -$ - - w� _ - NJ _ N W� — — __. .. — — �. wi — --- AR/AV QY -F\i•I `)J_-tro`�`cl -.-_._.-__. '� 24+0�'a _..._.___. AN -_-__-- _-- �' _ w �� 29 7_ RW "°'Ma wd W . RW 1" wj UJ PR OR - 14 X 11=1/4 I 25+ REC 12" REC_ 14„ F� r STA 23+19.83 ---i�_a..... . O� Z 1 BC L 12°06'01° g -- ` � 2 W 13- M — WOO A A 12" w W r q f 2 10' — - - -- wwa� - WA TER \ \ r ` t wwo_r °" STA 23+25 - - -T -- - .-n _� { ( �/ PART _ - --BEECE_ AINT -" cd — 4 -a _.� wu � .�_ r � _ �� -- GAS � � 1 w " . -------- _ -7�- Q STA 22+75 STA 22+98 \�(� BELL RESTRAINTS BELL RESTRAINTS STA 22+63 �^ O to BELL RESTRAINTS s ` r' \ \ 4?�1 \ � \\ \ 1 N/B°56RING E RADIUS DISTANCE z MANCHESTER AVE . 2 N 82°56'15" E -- 38.81' QPOFESS/pN n PLAN -- Q�O SCALE: 1"=20' ' -- �� P sy� tic 5 20 784.25' 6 N 82'54'45" W -- 330.11' w No. C m xp, 9130113 s�qT �'IVIL �P - 0 1' 2• P qc GAS\FO "% mommmilin 0 10' 20' 40' 1 I I JOINTS _ -- --- - - - tt- - - T ALL 20 RESTRAINED rn ~ + _ _j p - -- - -- - - -I---- I ' 1' W o -- t -- - - - !- + - -+ - - — — - - - - 15 N 15 N l -- \ Ij mI + r, INn � l _.- - - M W ¢ t- d �- -_ - - - N _ x _ - } - � X O -I - F_ --� o - - - -T- - — — 3 ! III 1 ! -- - 48" MIN N 10 — � I (O � - - - _—_�......_ �- -� I �— � �- �- fi -_ �.. ��.. I 111 _ - - — LJ -- NIIIN SAD CU HI N 4, S - - TOP OF IPE - - - S 0.36% Q I- - -- - n T - r -- W Q 5 -- -- - N r-- w - - - - 5 4 o - - - - �- __ -.. I ----- -- � -- ---- -- --- -- - - -� - - - - " --- i f- - U) W + � k . i - - -- --- - ( a + �r N 0 W W N _--'. 1- W J - + - --�- r w — 0 m 0 STA 2 5�6 5 _ U) 8 - - - - - F - - ----- -- -- --- _ IE 2.3,8-- - - - } - -- _ f- _ ao 2 BO - _ _ � I CD O + __ Q - - N _5 m 5 56.0 ' 2 8.07 132.29 LL (2 14" PVC C905 SEWER FORCE AMAIN - - L - — RECORD DRAWING c -1-- 1 — I THIS RECORD DRAWING HAS BEEN PREPARED. IN PART BASED UPgi _ > �ERMIT NO, { __ ___ INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS - - +� -_-- _:_.. -- _ BELIEVED TO BE RELIABLE, ATVX CANNOT ASSURE ITS ACCURACY, AND —1 O 10 {1 12-NUX-006zRt _._ THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING „,--�- -. - _ I I L COUNTY. SAN DIEGO I I I � � I � I OR FOR ERRORS OR 061SSIONS WHICH MAY HAVE BEEN NCOR!'ORATED - OUTE: I-5 INTO IT AS A RESULT, THOSE RELYNG ON THIS RECORD DRAWING ARE LL] 3 00 24 OO SC PROFILE: HOF IZ. 20 2500 L +L ADVISED TO STAIN INDEPENDENT ANY VERIFICATION OF ITS ACCURACY _ - - -_ 22 00 - _ _ ; 2 - _r_ _ _ oS7 MILE: R38.49 2611 00 27?rOO BEFORE APPLYING IT FNIt ANY PURPOSE. o - -- - - I + VEhT: 1"=4' DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ATKINS PB CCK APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. C rn PUBLIC IMPROVEMENT PLANS FOR: REVISED SHEET ELEV: : NA SHEET 0 APPROVED REPLACED PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED � DATUM: NAVD 88 o ASBUILT 'Z DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" = 20' DATE: s a� a0/3 OLI VEIN H AI N FORCE MAIN CS- 633r BY: BY: 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST n � �� ' ll EDWARD DEANE LAWRENCE A WATT CORNER OF DRAINAGE CURB INLET ON EAST SIDE yriw °K R.C.E. NO.: 50856 0 OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE „ DATE: DATE: p INTERSECTION WITH EL CAMINO REAL VERTICAL 1 = 4' CARMEN C. KASNER EXP : 9/30/13 48971 - i R.C.E. NO.: WORK PROJECT NO. CCE1 1 B SHEET 8r OF 37 ASmBUILT CONSTRUCTION NOTES Q SEE TSHEET)2PFORLDETAILS. PVC C905 SEWER FORGE MAINS, " aC 10 CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, Cep SHEET 4, �t 1 4 11 CONTRACTOR TO ABANDON IN PLACE EXST 14" DIP SEWER e FORCE MAIN AND FILL WITH CEMENT/SAND SLURRY, UPON r L COMPLETION OF DUAL 14" SEWER FORCE MAINS. 4f V ff rF V STA 26+ 30.00 wJ tai —14aOR mH CE�tAtt� r ~m NM - i {t 1w12HI RI'C M1 _ - _- - _. WA TE C-A -�.. .� -- ._. __s---1823 r- . --- = �==:-- - �+`Ofµ - 99 - _ = - -- - - - °- - _ -_ ry LZ J co GAS "ww Co - ry - "f ' MANCHESTER AVE . PLAN SCALE: 1"=20' 1�! BEARING RADIUS DISTAE 3'2 NC -36" 784.25' 450.00' a 2 32°52'36" 781.75' 448.57' Z wr N C m 0 ,. nV, 9134113 *- sT9 clrvt� a`F ` 0 10' 20' 20' Op r� CA0�°� ; 21! - — — — 20 , I I Tr - I -- - - - - ( - - -- _ J 15 - +- - E I T RUN -- -� - ' ; - - - V RI S <6 -=F -- -- a f - - - I Iq A E lG L i I o CL — ❑EGE MAIN ._ — 5 v 5 .0 LL +-I- I - - - - - _ - - -44 2) 14' P C C9 6 SE R F RC N AI �' t -, -- � - - - p -10 __�_.__ _. _ __ __ __ _ - -_ —_ F RRE OR D WI G H BEN RE ARE ,IN PA ,B SE U N - - �- ®1 1 P TH 1 V. TO 8E ELIA LE TKI S C NN T A UR ITS CC RA ,A D Ea 1- '= ( ' j ! � G V - A �E 0 THUS I NO RE PO ,SIB, E F R T E A, CU C OF: HI D � i x BE 1 F A HY M AXY-HR O ■� INC( 0�Tj 444 RP AD _20' S P YI G SIGNED BY DRAWN BY CHECKED BY t REVISIONS APPROVED DATE REFERENCES DATE A INS SCALE SPECIAL DISTRICT P CCK APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. SgUII.T 4yjAWdL d UAW : NA PLANS PREPARED UNDER SUPERVISION OF RECOMM D PPROVED PUBLIC IMPROVEMENT PLANS FOR: DATUM: NAF $$ OLI VEN H AI N FOR MAIN C� DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" = 20 DATE: ifa21 99 BY: BY CORNER CITY OF DRAINAGE BRASS DISC IN NORTHEAST q CORNER OF DRAINAGE CURB INLET ON EAST SIDE ° EDWARD DEA'NE CE A W'4TT 4 OF MANCHESTER AVENUE O,1 MILE SDUTH OF THE R.C,E. NO.: 5OSS6 / U INTERSECTION NTH EL CAMINO REAL VERTICAL 1 4 DATE: --�/S.Td �� DATE; � � - CARMEN C. KASNER EXP.: 9/3OJ13 R.G.E. NO.: 48971 1 WORK PROJECT NO. CCE11B SHEET 9 OF 37 a �� ' ' + -, CONSTRUCTION NOTES INSTALL (2) PARALLEL 14" PVC 0905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. {8 CONSTRUCT 4" SEWER BLOW-OFF PER WAS STD, WS-02, MODIFIED WITH PLUG VALVE, 1O CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, SHEET 4. 11 CONTRACTOR TO ABANDON IN PLACE EXST 14" DIP SEWER FORCE MAIN AND FILL WITH CEMENT/SAND SLURRY, UPON COMPLETION OF DUAL 14' SEWER FORCE MAINS. �J 0 STA 31+70 O0 10 In " U L - T- g S —1 q-M I S m F4 -„"- 1 2 G R �ORW R4 E R RW R RW +o Rt RV RE TER LL1L REC WAT 12 WA LL J ---- z � ■-- 2 2 _ EC, BO W � LJ X12" A ft r 7 -® w — -'- - it _ -- ®- w cA s t _ A TER LLJ W --_ ,.,, " FORCE .MAIN ( D j__ z cn -- 4" G S �_.. O } M AID CH ESTTER AVE . PLAN ' BEARING RADIUS DISTANCE SCALE: 1"=20' 1 32°50'18" 764,25' 79.97' QgoFBSStON 2 32"50'18" 781.75' 79.71' 3 N 21'29'20" W -- 370.03' 4 N 21°29'20" W -- 370.03' w N . C rn _ 0 1° 2" -* xp. 3130113 0 10' 20' 40` civil, *Q - p A ,: D - --- - -- - -r �-- r--- - - - I , - - - - ) i I _ 2Q - - ,- - -- - - - - - -- - - -- 20 � ; t 10 I , G T——————— -----——— 15 N- + N ( i � E I6f OR-01 Nlk i ld ! 3 I - — - _ � I 10 } _�- t I _ 1(l , t { t 2 D LE EL (I 7.39 I _� - - ---------- - - - --; --- - 9 - e C - I - 1' INS ND - to US 10 . E cb J - r ate . Al ja" 52.31' -W - -4 I -5 1 r 2) 14' PCC95SE ERFRC AI IkE _ ! � , i � , i HIS EC RD RAWIN HA BE IPA O ®� 4 E �7 �_. - IONIFUR E IL THI INFORMATION 13 ; '- '2 r X © r BELIEVED 0 BE RELIA84E,AP-111 CA NOT ASS RE ITS ACCU - o Y. S N 01 NN c i THEAU o -_ _ _ _. ( i TOUT AS AO U OM OS RELYING ON tH SRECdRNDI�CORPO TE w - - - RIFi�A ION OF I S A CU C _ __ - o T I-5 -- _ _ E T VE L_ ri 8. 0 - - - fi -- _ Q o f IIE: R i - A — E OR APL IN CT O AW P R S REVISIONS APP OVED DATE R FERENCES BATE BENCHMARK SCALE SPECS DESIGNED BY DRAWN BY CHECKED BY 4+4 IAL DISTRICT ATICNS FB cCK APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. AS UIL ELEV., 3 7.52 PLANS PREPARED UNDER SUPERVISION OF RECOMV N ED PROVE PUBLIC IMPROVEMENT FLANS FOR: DATUM: NAYD a:3 OLIVENHAIN FORCE FAIN 0 DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1 = 20 DATE. 911 ,3/�011 gy;� � gy; G 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST (� CS— 633 p CORNER OF DRAINAGE CURB INLET ON EAST SIDE '} ED WAR DANE WRE E A WATT < OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE R.C,E. NO3 . /^°0556 DATE: /// 0 �� DATE: Il �I INTERSECTION NTH EL CAMINO REAL VERTICAL 1„ — 4' CARMEN C. KASNER EXP.: 9 f 30 J13 R.C.E. No.: 45971 WORK PROJECT NO. CCE11 B SHEET 10 OF 37 ASsiBUILT - ® CONSTRUCTION NOTES INSTALL (2) PARALLEL 14"' PVC 0905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, SHEET 4, 11 CONTRACTOR TO ABANDON IN PLACE EXIST 14" DIP SEWER FORCE MAIN AND FILL WITH CEMENT/SAND SLURRY, UPON COMPLETION OF DUAL 14" SEWER FORCE MAINS. t�0 0 pfi1tD i fV TP vk S� A" �C�G� S STA 36+75.1fl C( } 1 Q'', S - FSCONDIDCEAN OUTFACE #: S S - - s� S T S raRA,,. S — -._....... .= ° Fm { ----_ ._. FORCE. - — _ �_.. . bFI FM F� 12' ff r° C �79I—_._ RL7 _ tW3 J~y oF REC WATER RW RW Rla +�U Rif Rkk Rbl -_-__R __ _ ... _ - p1t " s 4 -- _ ~mf _ . GA LJ 12 WATER 2 u - - - 'UAL GAS—®4.s AG S AS �` = -..�' G S y".,�� GAS -` --�- --- cn4 ZAS �- �8 -- �..�- .�--. u� --------- (f} 10"' FORCE MAIN ABAND} c -° - _ E _ — - T —�— UE _. awn..-.. �� „�... 'x�;:r.�+�`.•...-.^"..s t MANCHESTER BEARING RADIUS C}I47.91' II � 'j f' 1 N 21'29'20" W -- 247.91' P L N 2 N 21'29'20" W -- 247.91' $ 3 19'29'04" 594.25' 202.09' pRQF / . ¢�© C. ky� t � SCALE: 1"=20' 4 19'29'04" 596.75' 202.96' N C GAS LINE WAS REt-oGATEO Exp. 8130/93 ,.. BY SDG 4 E FROM STA 32t5D`+ TO STA +1 #00 : 8EHlND r�r 01v e�`�� EAST S(DE GU(Z(3 0 10' 20' 40` F CF CAL�FQ - �- I �_ _ 5T NOD -- _ R A I I i r - i N t i 1(}, I 1 oo ul O --- - � __ __ _ .__ ._._'-- _ - _-- EIS R❑ N __ �_ _._ _. __ , F- O � _ — — -- �__ NK . TFT--- SD _�__ 'C F _ -__ ( 12 S N JSHI�I - € t r _ITT 3 EVIL _ s I _ o -T� 1 _._..—.. .._ .-6% k — i _- --c 3- OC I i M Q ' V 1 Wes/ i. �./ Q -- - .....y.. _ Q Q. 4: ° - - � k y� 5 .00 L L I F. ILL PUCC9 5 SE ER F ROB Al ;� I I I I --TT- -4 _ - THIS- ECO 6 T,BASED UPON 01 -10 - _. -_ _-_- L-- __ ? _ _i_._ _- @ ._ __ .. -_-II-- _-� -- N l� ISH D B OT_ER .W ICE IS INFORMATION IS ((�� [ _1�2 K 1 { i ? B LIE ED 8E RQL ABL ,AT INS 0T SSU E IT THIS CY,AND V - - -- T --I-- -- - TE�I S AVE BEEN IN RAW NG ED HC) IZ: 1 =2 D T ICE.IR38: 9 SE,F ITACCURACY _1 - - - - Z — } _.J 3 s REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED ASBY DRAB BY CHEGCCEK BY APPROVALS CITY F EN I N I TAB ENGINEERING DEPARTMENT DRAWING NW, ELEV: ; NA PLANS PREPARED UNDER SUPERVISION OF RECOMM 1D D PPROVE PUBLIC IMPROVEMENT PLANS FOR: DATUM: NAVD a8 CLI �1 FORCE MAIN — 33 DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" 20' DATE: 1112312019 BY- BY G 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWARD DE�sNE REN E A WATT Q CORNER OF DRAINAGE CURB INLET ON EAST SIDE R.C.E. NO.: 50856 �/ C OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE DATE; /��•3y // DATE; / INTERSECTION NTH EL CAMINO REAL VERTICAL 1" - 4' CARMEN C. KASNER EXP.: 9/30/13 48971 R.C.E. NO.: WORK PROJECT NO. CC1 1 E r SHEET 11 OF 37 ASmBUiLT lCONSTRUCTION NOTES A /fv � INSTALL 2) PARALLEL 14" PVC C905 SEWER FOR C MAINS, CONCRETE COLLARS SEE SHE T 2 FOR DETAILS. 3;( 2' }8 CONSTRUCT 4" SEWER BLOW-OFF PER WAS STD, 8-02, 4 O MODIFIED WITH PLUG VALVE. OG „ 10 CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4,SHEET 4. C STA 4 +37�n �a 0� i C1 C X11 D 25N WALL6STEEL- � 11 CONTRACTOR TO ABANDON IN PLACE EXST 14" DIP SEWER 3 C' CAS ItIC BORE AND FORCE MAIN AND FILL WITH CEMENT/SAND SLURRY, UPON —.-._ STA 43+37.28 IV' RW TRACE 5 - COMPLETION OF DUAL 14" SEWER FORCE MAINS. JACK FILLED WITH � �""` r. �� �-- L `}S° WIRE ��e '""-a � � � �, � ���r @ POTENTIAL DEWATERINC DISCHARGE LOCATION. STA 40+75,0{3 NP STA 43+21.58 x Y, A 44 �� CONTRACTOR TO INSTALL TRACER WIRE STATION O EXST STA 411,94.50(EAST -: ? , 1 t SA RECLAIMED WATER LINE PER WAS STDD DWG. WP-01. ' �� .:. - .. r - EC> 45" 5- . STR 4q +45.a8 —dCrgf _ s sTA1+9�.5o CwEST) r- m 11 5Y - ' .. Fm r IQ �� \ , 6„_ - y \r 2 _ 12 _ FIN A 1 qs r R = =- - Comm °° -N eon Fm - m °- IQ (t f - -- _- 4 2 RW �. h 7 6> _eeeeee� MH --.... ` _—_.._ 1 _ ) x `�J t AF p 20 _ w �J 4/BEARING RADIUS DISTANCE 1 31'00'20" 594.25' 321.58, 2 31'00'20" 596,75' 323.97' - y 3 N 63'01'18" E -- 15.71' M j\ N C u C S TE ( AVE . 4 N 63°01'18" E -- 15,73' � l"l l� I-1 L L_ 1"\ 1'1 \1 (_ 5 N 75'1 T52" W -- 94.75 �ACNIO PLAN 6 N 75°17'52" W 94.13' �pROFESS7q��� 7 N 88°21'40" W -- 17.97' c ��� RANCH H R O A D SCALE: 1"=20' 8 N 88°21'40" W -- 18.25' Lu N C z ROAD 'p, 8130173 * `-' L,1 - s�9T OF 1.t4Q 0 10' 20' 40' I -�-- 1 _ 20 , ---- - - -- MH DELEr - -- - - - - -- - 20 I �I ° XI T R UN a 1 d- � - ' ' _ i I 3E Ht5 1 - B T 2 14 r i C 1 i ' - „ __� GR N A -. -- - r - - — —; + ; f 36 ''S _ S 10 LE EL r - LE EL I _ ` � I— o �E ° J rY n ' 5 T3 r + _ __ � as _y J t —---———————— sa-1 N w LLB I W _ ' . (} - - �� m Ld 1 - - - - - - — 1-- _i_-4 --- - _ 99 05 6 ,8 I36 52' 13 .14 1 1 26 48 0 u- �- _ 3 , + - I 2) 14' P C C9 5 SE ER F RC AI ' RMATION FU NISHED BY HE S.WHILE THIS IN OI ATI N I _ - — - - "- - -THIS RECORDDR.4 H NPREPARE IN UP j/'�'� NF fI a _ —— __ - --- —: - TO IN CA N0 ASSURE ITS AGCU C AN ® 1 Q t X, Rt .S N 10 G MAYCHYECB NCO PO TE I so OM SSIONS HICF� Nf1- f RESU� , OS�RE�1'I ON THIS RECORD D I _ 4 O R / TO f�BTAIN IPIDEPENDENT VERIFICATION OF ITS ACCU C _ 5/ .__ _ -._ __ - AF PLX NI IT FOK.ANY PURPOSE. W o r �_5 _ 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPE IAL DISTRICT SIGNED DAWN BY CHEC D BY APPROVALS CITY OF EN CI N I TAB ENGINEERING DEPARTMENT DRAWING NO. ° s9U1LT . ELEV: 37,52 PLANS PREPARED UNDER SUPERVISION 1 N1 F BY.RECOMM D PPRCVE PUBLIC IMPROVEMENT PLANS FOR: FORCE /� v DATUM; NAVD se HORIZONTAL = BY: I �f /"11 N M 1`!I O DESCRIPTION: RECORD OF SURVEY 15418 1" 20' RW 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWARD EANE E CE A WATT Q CORNER OF DRAINAGE CURB INLET ON EAST SIDE R.C.E. NO.: 50856 d OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE INTERSECTION WITH EL CAMINO REAL VERTICAL 1 - 4' CARMEN C. KASNER EXP.: 9/30/13 48g?� R.C.E. NO.: WORK PROJECT NO. CCE11 B FSHEET 12 OF J UMLT n I }{ rt _ ` w- _ CONSTRUCTION NOTES s ;z3 t r _ INSTALL 2) PARALLEL 14" PVC C905 SEWER FORCE MAINS, �� ESCONDIDO IDEA C)U ALL 5 � � ' + � S €�'' � _" _._ _ SEE SHEET 2 FOR DETAILS. 6 -- 'x" 10 CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, t - - 1 f x .. f --------------- _ -- SHEET 4. f 11 CONTRACTOR TO ABANDON IN PLACE EXST 14" DIP SEVER N .. -.. FORCE MAIN AND FILL WITH CEMENT/SAND SLURRY, UPON - FOR CF _ -° - COMPLETION OF DUAL 14" SEWER FORCE MAINS, �- MAIN i -- i ,7 _- � 4" rA .[ sVe, .° - _ (g DEMOLISH EXST UTILITY, SIZE AND TYPE PER PLAN. LINE, < AUTION 5 t 2" SS 200 RECLAIMED WATER - 5' -- — H GAS sl his SEE SD TAIL 6, SHEET 4.A r: PROTECT IN PLACE EXIST 3/4" GAS t,) 11 - - = xa� Y ° - - _ 4 _ -" POTENTIAL DEWATERING DISCHARGE 12" WATER -' _. _ -- - 4 �' °' - — REMOVE EXST. ABANDONED UTILITY, AS NECESSARY TO LIJ W t, CONSTRUCT PROPOSED IMPROVEMENTS r HOVED - = - 15 At VALV STAX46+ �o 741 NA& GAS © z F6tCT : AN 0 °STA + 7 AS S 46+�,0 , P 9' 10" FaRC MAA1d ARAN U, 8 - ^ Fj -- r — NOTES TO CONTRACTOR AIN_- . ° -' R ""- 8„ SEWER D S ' � .� �� 29''' , �' � � �� CONTR CTO TO RELOCATE EXISTING RECLAIMED. WATER S 11 4 1 I ° ti PRIOR 0 T THE INSTALLATQN OF THE ;► t b, ti „t, ® WER' MAINS. THE RELOCATION OF THE RECLAIMED WATER SHALL BE LIMITED TO A 24 HOU GAS 6 I t> 2.. KW STA 45+ii.63 ® PERIOD i STA 4 P 3' 4" GAS 1,{39.22 14 TOP 5TA 46+00.01 TOP 3' x I '' --L BEARING RADIUS DISTANCE 29 ^r" 1 1 N X38"21'40" W 138.30' �'�✓✓ r- (�TDP¢' 8DT +-02" J .. 47+b0 � Z" �W PV 2 N 88°21'40" W -- 137.27'GAS 3/4 � P d tl 1 ` © 3 N 43°21'40" W _- 27.76' S A 4 12 RW PVG 4 N 43'21'40" W 26.34' STA 46t 39 STA 46+4 11' P 4 6L , $0T 5 /D 5 N 23°56 2B W -- 77.26' l$T D 1, ro THE NORTH 6 N 23°56 28 W 76.22' ti 7 7 N 00`06'00" E -- 31.69 STA 46+93.31 31.19' L 24" We N�W 14F7PE GAS TA 46+gg" 13,, (REIA X �EID To W,01)PLA RQFESStp Z" I''VG IRRI ar'14AI t�8 pvG � 4 h 70P v ®l.k .I..." STA -15^ U N . C MATCNI_INE *T9 Perezis�* S E 4� EET 14 MANCHESTER AVE . Q 11 21 30" ouTFAL4 T� CF col 4 srA 4�{-z¢.S-O PLAN Top 9'-2" gor,11440" ' SCALE: 1"=20' 0 10' 20' 40' _ TA IDS - - -�- - _ - 1 , 25 - _Y - ----T--————————————— --ii i 1 I I r I R O GL D A ER 0 20 - - -- -- - -; -- 20 N`_ Y R/W_ K -- , 15 - - - 5 ❑F ❑ P PE IE 15 q T a -- - + - 10J A " - 14 2 R ? } - �, W r VLBT - - 10 �n^ ca J W n i- 24 1 , - _ - I S A 44 5 .a I I I , — t L J _ -- -- -- - _ S "tHi' ET !S{ FO MAT ON' (� r LY TH IRS. 0 � EVE TO E R LIA LE,3,�Ki S C NN AS UR ITS CC PAC ,AP D 1-1 N � OQ6�R1 ! _ I ) ral -- _ 0 N ` 1 Y� N Q►EGO I DR oR RR PS R OMISSIONS WNI�H MAY N,�V°BEEN INCG�,PO AT D ; ; SA S fi E11LYI 01$THiSFE P43DRAWf E O T�: 1-5 vu Po w _ - NT Rl — _ ( — - — ' ,,yys - - o I E R3S.TI B Q E PP Yi I FO AR E. — - _ - - - - -t- --- -t-- - - -- S AL O IZ: 1" I , 0 DESIGNED BY DRAWN 8Y Y REVISIONS - c APPRavED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT AWNS Pe c APPROVALS I CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING No. SBIIILT ELEV: �.52 PLANS PREPARED UNDER SUPERVISION OF REGOMM ..D PPROVED PUBLIC IMPROVEMENT PLANS FOR: DATUM; Pt OF 88 DATE: BY:. BY: OLIVENHAIN FORCE MAIN CS- 633 DESCRIPTION: RECORD OF SURVEY 18416 1" = 2q' 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST HORIZONTAL 1112312011 � QCORNER OF DRAINAGE CURB INLET ON EAST SIDE �p,� < OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE E®W/// // E " 30 ,IATT INTERSECTION WITH El CAMINO REAL VERTICAL 1 = 4' `1CC,�*st^-° R.G,E. Na.: °�..SO��6 ` C) CARMEN C. KASNER EXP.: 9130113 DATE: - DATE: R.a.E. NO.: 4 971 WORK PROJECT NO. CCE11 B SHEET 13 OF 37 ASmDUILT�1 0 JOINTS ARE RESTRAINED, CONSTEJCTION NOTES p6„ SEE m LIE foR STq°(IDNS -T. - VC C905 SEWER FORCE MAIN 0 �� y� SEE SHEET�2P FOR LDETAILS. P — ti EMDvE SEW ER MAW EX-1ST io ------ 7 _-..- ._._ + CONSTRUCT 4" SEWER BLOW-OFF PER WAS STD. WB-02> - - G CONSTRUCT EWER F ORCE MAIN MAN HOLE P ER DETAIL 4, SHEET 4. 2 CONTRACTOR TO ABANDON IN PLACE EXST 14" DIP SEWER �"— gar — — - ° " � 51 I- FORCE MAIN AND FILL WITH CEMENT/SAND SLURRY, UPON 2° COMPLETION OF DUAL 14' SEWER FORCE MAINS. #ikD.41 \ SM . ' �— --- - �j� + 1 DEMOLISH EXST UTILITY, SIZE AND TYPE PER PLAN. L 45 ��.. , «. _ 7 50+0Q ` F _ 6 SAWCUT, REMOVE AND REPLACE EXST, CONC. TRAP, CHANNEL SEE SECTION E ON SHEET 14 FOR DETAIL& 1.24 - _ 49+0 — W r, X77. , -. -- _._ -..__ ----=.- .-_:- ( REMOVE AND REPLACE EXIST. WALL, SLIDING GATE, AND _.- „ BO x . - _ .._.__._ _. __.. APPURTENANCES INCLUDING BUT NOT LIMITED TO SENSORS AND - _ - ,� 18 , v ;,-----x CONCRETE CHANNE4. _ to _._ CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TRACK. SECURITY FOR THE FACILITY AT ALL TIMES TEMPORARY ACCESS T w AS WELL AS ENSURE SAFE INGRESS AND EGRESS FOR EMPLOYEES, -_X - DELIVERIES AN S LIACCE PLANE VEHICLES. CONTRACTOR TO SEJPA4 DAYS N ADVANCE OF ANY U — yt r _^ _ CONSTRUCTION ACTIVITIES ADJACENT TO THE FACILITY ENTRANCE,\ (� 1V " { $ REMOVE AND REPLACE EXIST. CHAIN LINK FENCE AS NECESSARY Tq.,.-e B • `rte _ =,mN W r H UTI �,f 17 r Q lx� TION 11 E , t GROUNI r - 10°' OTEC !? " ti.lk Vk 'mil '^+( f „ _ v 1c TA 59 STA 47+61.48 S 'L 5`\ L 25.75' 13 ALL CAP"­-, P �' CALE: _ . 11 ✓ \ AIBEARING RADIUS DISTANCE 4' �S s fi"� ;. ✓ �, 1 N 00'06'00" E -_ 36.48'E 37.05 2 57A 41�7 ° fi N 00°O6 00 _ 3 N 25°3913' W 19.11 t}FESStO „ N �. �x, �� v 4 N 25°39'13" W -- 20.72' 7©P 3-6 r � i 4 . 5 N 70°39`13" W -- 99.83' 60T 3'-Ii' `� - 6 N 70°39'13" W -- 99.83' V) 4U z CAPPED - . k� 7 N 23°3913 W ®- 142.50 ir,E 6 No C54 � 8 N 23'39'13" W 141,49' s �Y 'Iz , 10 N 23"36'25" W -- 151.97' 0 10' 20' 40' Cl t q Of CA1-1'sQ : i I 1 30 - �_.. 3 i 5 r CL tA Lo - 0 - - c I i T 4 +87 I OP 41 I i F 82 T RM CWA q4l,= � - — - 15 5 i CLF NN-I 00 -- 0s rn rry `� _ I --- , .._-- -- - - IT 10 - - � +' q n IV IE 2015 -1 1 At r 16 -- _ - - - - - - i o - _ 2}, 14 P C 'C9 5 SE ER F RC Al �� J , - 1 _ o E O D ® AWvv1, G, - - O �+ ; , a ' ! i 'rHISREC RD RA ING'HA 'BE P EPA ED,INP itT, AS D ON T CA n ELI ED 0 B RE LAB ,A KIN OT SS 0 RE IfS A CURACY,ANp (— - UX-(�� z , CUT°(: SAN DIE 0 Ij Rf y DI R 5 /N o NAY N I QRPQR tF`2 REL�fING ON HIS EC RD Rti iNG ARE - 7RYL _ OVI ED 0 NEE NDENT CATION - - ' APL IN . P MIL ' 38:4 €RT. . q_ ._ ITFORAN PWF Z 7 ' f REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIIG�NINDSBY oRA g BY !OC BY APPROVALS C:I TY � N �I N I TAB ENGINEER DEPARTMENT DRAWING NO. ASBu►� — DATUM:: NA PRANG PREPARED UNDER SUPERVISION OF RECOMMF D ROVES? PUBLIC IMPROVEMENT PLANS FOR: •� DATUM: NAVD 88 o DESCRIPTION: RECORD OF SURVEY 18418 HORIZONTAL 1" = 20' DATE: 1112312011 BY BY: G �' ca 2.S» CITY OF ENC1NrrAs BRASS Dlsc IN NORTHEAST EDWA NE L ENE A ATT CORNER OF DRAINAGE CURB INLET ON EAST SIDE ®ATE. // O �� DATE: ills O 1 OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE „ R.C.E. NO.. INTERSECTION Wlni EL caMINO REAL VERTICAL 1 = 4 CARMEN C. KASNER EXP.: sLL/13 48971 R.C,E. NO.: WORK PROJECT NO. CCE11 SHEET 14 OH 37 I LT CONSTRUCTION NOTES Q INSTALL �2) PARALLEL 14" PVC C905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS, CONSTRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, SHEET 4, CONTRACTOR TO ABANDON IN PLACE EXST 14' DIP SEWER FORCE MAIN AND FILL WITH CEMENT/SAND SLURRY, UPON COMPLETION OF DUAL 14" SEWER FORCE MAINS, -- ---- - - - - -- REMOVE AND REPLACE EXIST, CHAIN LINK FENCE AS NECESSARY ------------ -- -——------------------------- ---- ------ TA- + 7 2 0 c� 3 Ln 52 -5- -4+W ­__"­.1--——----------- ........... ------- - ----- ---------- 18 --------------- Ln -- ---- 4 \i/ .11 - - - .7 2 j ------------- ...... --- - ------ N ILI < 7 x --------------- _Z --- ------- LLJ (f) Q0 Ln cr) If C, - FM v L'Lj El FM 10" FCtRCEoAIN Fm - -k' I 'z­_ ,-- --- _z - ----------------- 0 �'Jz z AN '117 FN - - - F FIN FM FIN - - - FIX cr - It" ' - ��/ _T --Fm- FIN --- ---------- -------F 7FM 4 El # A BEARING RADIUS DISTANCE 44j 1 IN 23'36'25" W 102.07' 2 IN 23'36'25" W 102.M co 3 18*10'16" 736.00' 23139' -26'OEC' W IS `261`09" W1 0�1 J -- � ; i 6 IN 0 11 4,53'4 18*10'14*' 733.50' 232.60' 5 IN 05 - 114,53' IN yiRor 81 PLAN SCALE: 1"=20' 21, 0 N C xp. 9130113 0 10 20' 40' (01c: GINO ——————————— ——————————— 40 4u -- ---------- ---------------------- -------- - ---------- ----------- ----------------- i - ---------------------- ---- ji -------- at-T 35 ------ D ------ ------- ------ ---- - -- --------EL 35 5R V­- 0 _0------------ --------- ---------- ---- ----- b T 7 + 4 — cq --———————— --——— 30 30 r' r /I-- -------- T 4�- - --- - --------- ——— ——— ——————— —————-- ------ 0 P PE +i - C) ------ 4-H <31 _i_ - - 25 -------- 25 + -J ---------- ------ F- --- ---------- ------ -------------- -------- 20 U) :4- ------ ----- ------------ ----- - --————— ————— —————— ---————— —— ——— — T_ ------------ -- 15 - 15 ----------- -- ----- --- ————— — ————— u_ C9 )5 SE ER F RIC Al ------------ NP EP E IN PART BA EL THIS IN[ 0 10 N TION 13 1 o w I c F THIS DRAWING THUS,Its N N IIIICORPORATED T�TR E ------ RD DRAnI G -A D IrS ADVISED F LLJ -------- OF: 1" 26' 1 $6 OF ILIL __�L'57�00 VAT; +4- 1 1 I I I 4 y ECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS DRAWING NO. ATKINS __T_P .ZC�K CITY OF ENCINITAS ENGINEERING DEPARTMENT ELEV; 37.52 -A—SBUILT TEO - N juthom DATUM, NAVD 88 PLANS PREPARED UNDER SUPERVISION OF RECOMM D PROVE PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 1" = 20' DATE: 11123Y-2QI1 B BY: 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST 1-9WRIENgE�jA OLIVENHAIN FORCE MAIN CS- 633 CORNER OF DRAINAGE CURB INLET ON EAST SIDE (jto� R.C�E, NO,- 50856 < OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE 0 DATE: INTERSECTION NTH EL CAMINO REAL VERTICAL 1 4' CARMEN C. KASNER EXP : 9/30/13 48971 RI.C.E, NO.: WORK PROJECT NO. CCE11B =SHEET 15 OF 37 ANW111MBUILT , CONSTRUCTION MOTES INSTALL (2) PARALLEL 14" PVC C905 SEWER FORCE MAINS, SEE SHEET 2 FOR DETAILS. (D INSTALL INTERIM TREATMENT PLANT CONNECTION PER 9 DELET7:D 10 CON TRUCT SEWER FORCE MAIN MANHOLE PER DETAIL 4, SHEET 4. CONTRACTOR TO ' p ,.�. FORCE MAIN AND C �'� � -- ' —µ_' _ COMPLETION dP 4" EW E A I�I'�� _ _ x — — - - _. ------- ._ -- 16 SAWCUT, REMOVE AND REPLACE EXST. CONIC. TRAP. CHANNEL — -- SEE SECTION E ON SHEET 14 FOR DETAILS. REMOVE AND REPLACE EXIST. CHAIN LINK FENCE AS NECESSARY C J SF — — _ M_._ — _ �—, — a_ e.— _ .: __.— — _� CONCRETE CHANNEL — x..,� W (f) _. 2 T-, - I _ - � �- _ _- - — _ } F r RW R VI RW 1 REC W _ X..__— _. ..... �. aN jkw RW — Y PRDTE XST _ m ✓� _ t - 1 M - STAF 5 2{}.34 STA 58 1 14' PLACE 11 r L 45' 10'"F FORCE AIN T P 3'' " — e — FM 1 ,, d1 �F 1 E as I-Cr RICE WIN _ �— ,---- — Fan — _ FP§ — — — F — FM ( _ Z•' G FM Fet — Fan — FM 11 ir'? 14% FORCE OAIN I ` 14" FORCE Itfl — Fan 1� , rJn — n — 45 -" Fa - PJ _ - OF - -- x `� 14!� Dl M} �{ — — -- — � � � B BEARING RADIUS DISTANCE TOP 4- n � " Fc -rop EL 39.32 - ° 1 N 05°26°09" W -- 86.48' 1 2 N 05'26' -- 85. 09" W 36' �r . l�` Tf 3 N 43"02'01„ E _._ C5' FROM cl,R$j . . - Y -- 78.68 STA 58+51.6' Q�aOFESS1pN y -- ql ` Ii 4 N 43°02'01" E 85.65' 4 e 4e� kqs� `< 44 , 4 ,r RT 7.50 / i 5 N 02'04'30" W 6 N 02°04'30" W -- 3.00' RELOCATE EXST <, �y PLAN U�tLEC r 1° 20 Ezp. 3 36 J3 I.a SCALE: 1"=20' I 0 10 Rp 40 i [ ! I t I 45 6 - - - L J W S _ 9 - _ ._ __�. I T 45 I i I— t ( I 4 tD i I - E I i 0 35 - -- . t1 3 - -W�u 4w q I ; i N - ( - : 30 - ' _ on _ 34 co C4 in Ir. i ^ W _ : 44 T e Go 25 6 a --H4+Q � - _ 1 i ill ,__..-... . ........_. :___ s ' ———— EEEL UILU 11 .3T 8. 4° 33.03 2 ,2212 _ - O 4,o P ,C 9 5 SEW R Fd C MIN _._.... - _ -- _ --- • IN HA �N PART_BASED UPON -- 15 - - - - m G :. D• _ E 0 EDP FU(�NAB E,A YIN$CA S Scg TE1fiS ACO URACY ANU 3 _ i_!14�-MJX-a. fo R1 �I( Qft TH AC U CY F T�11S t�RAWINO c OU�fT(: ' SAN 1 G _ ,_........ -, _... _J ._ ! _ QSRE4YIN�i-MA EN IN 1N NaARE- c � RF RE RO SO HA EB ;,_; � r. --=_- - ! J ' E DV ED TO ST N Ii�OEPENDENT VERI ICA ION OF ItS A CURAC`� EE L IN E FORA POSE. I-it j� EROR A P - . -t__ - : REVISIONS APPROVED DATE ,REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DE AWNS DRAB Y CHEC CK BY APPROVALS �' T1r I� �I � I T� N INEERIN DEPARTMENT DRAWING NO. - ASBu1LT J ELEV: : NA PLANS PREPARED UNDER SUPERVISION QF RECQMM N _D RCVED PUBLIC IMPROVEMENT PLANS FOR: . DATUM: NA,� � LI I o DESCRIPTION; RECORD OF SURVEY 18418 HORIZONTAL 1,> ®° 20' DATE: '�'�f2 � 1°��� BY:� � BY: C CORNER CITY OF EAIAGE BRASS DISC IN NORTHEAST a CORNER OF DRAINAGE CURB INLET ON EAST SIDE `� R.C.E. NO.: SI�856 DATE:EDW�R D /' E R,r � 'ATT OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE 1:, 4, DATE: INTERSECTION WITH EL CAMINO REAL VERTICAL — CARMEN C. KASNER EXP.: 9/30/13 48971 R.C.E, NO.: WORK PROJECT NO. CCE11 P SHEET 16 OF 37 ASm,13UILT CONSTRUCTION TES: 21 CONNECT TO EXISTING PUMP STATION DISCHARGE PIPING, MECHANIC JOINT 6 INSTALL 4" EPDXY COATED AND LINED FLG. DUCTILE IRO (2) EACH 45° $ENO INSTALL 4" EPDXY COATED AND LINED FLG. DUCTILE IRON 22 1/2' LONG RADIUS BEND. _ _--, rte,__ ✓ � � �{,i` w T CONNEC j _ __ __ TO EXISTING 4 FORCEMAIN FLANGED ELBOW, _ ___ --- I J 25 CONSTRUCT PIPE HANGERS PER DETAIL 1 HEREO N 10, O.C. �_" - 26 CONSTRUCT PIPE CLAMPS PER DETAIL 2 HEREON 10' O.C. Y COATED AND LINED DUCTILE IRON PIPE, CLASS 35 ,_ CONSTRUCT 4" EPDXY E 0 WITH - RESTRAINED JOINTS _ 262 7 r, — F FLOOD FTROL CHANNEL - ' , EXIST. BRIDGE t EXIST. 2 1/2- WATER -- F — y 7 ABUTMENT - r _ _ STA;..{ 3 T T (TYP.} _ - - REMOVE AND REPLACE RIP RAP IN KIND, — __ 28 CONSTRUCT 2" COMBINATION AR/AY PER WAS, S T D. W A-03, MODIFIED WI TH P LUG VALVE E .— � — ...- _..._ ....a...._ .,,v„. s1Al ,:,. t .�; i =mac .�.. _, – c...._ -_.._ sn �.n..-_ s_--_c•� �.---.— .�. %v EXIST. 4" ..F. ORCEMAIl_ 4_” . — .aam_m aam--m 4__ ------- STA. 103+54.89. HWY 10123 - a_wm DISPOSITION NOTES: 1 i_ 4`�F#� _ ACAS EXIS T COAST HVVY 10 1 �'' " 3 EXIST. 4" FbRCEMAII}� PROTECT IN PLACE, EXIST. 4 FORCEMAIN 2 N ;` REMOVE EXISTING. t�EACH .. S rr, ABANDON IN PLACE, EXIST. BRIDGE =� 1 � ' 122 STA. 1 +07.80 A 7 2 T _ — PIER TYP. T EXIST. _. 8a . ___EXIST. SEWER ST -- -- 3 EXIST. EXIST. BRIDGE _�__ .. ATER - L IST e �� ° W - W W—._ = _ LIFT SV4T`OfiL TIE < W _ 4 N ,. . FLANGED �1 s FORCEMAIN + (2) EACH 22. 112 VERTICAL l � _ :1177 j '� �v1-�7uu I B (NEW) sjs" 0 s.S, ROD - 1 !EXIST. 3" 5" 1 EXIST.j t,t ENDS � THREAD BOTH ENDS) U l / r� t - r Y ( 4 - 1 — TELEPHONE CONDUITS 7 ----- �•_ — _ f2 — BOLTS ( MIN. EMBEDMENT) � DUCTILE _----"-"_�-_ y„ ADJUSTABLE CLEYIS FOR 4° NT ,r ---_____ "r _ S_ 900+00,00 CONCRETE ROD ATTACHMENT ;� ' ! ' 28 - 27 IRON PIPE. GRINNEL 22TA 101+17 8111 �- , _ R W 1� r 21 TOLCO FIG. 16.5 OR EQUAL Y t t O* R/ PLATE WITH ELECTRO GALVANIZED � ._..... _... t FINISH. TOLCO I=1G. 35 OR EQUAL N - - / 4+90.00 STA. 10» 1- , 27 1 I f 2 3 INY. 11,0* t 1 v , STA. 100+fl GENERAL NOTES: PLAN BYPASSING NOTES: HANGER NOTES: SCALE:. 1" = 20' 1. NEW 4" FORCEMAIN BETWEEN STA. 101+45* TO STA, 103+08* SHALL BE INSTALLED 1, CONTRACTOR SHALL COORDINATE PUMP STATION SHUT-DOWNS WITH CITY AND THE SAN ELIJO JOINT 1. MAXIMUM SUPPORT SPACING FOR PIPE HANGER SHALL BE 10-FEET, WITH 1430 lb WEIGHT LIMIT, CENTER BETWEEN EXISTING BRIDGE PIERS AS SHOWN, POWERS AUTHORITY PRIOR TO CONSTRUCTION, 2. AT THE TWO (2) POINTS OF CONNECTION TO THE EXISTING FORCEMAIN AND PUMP STATION, THE 2. SPECIAL CARES L BE GIVEN BY THE CONTRACTOR TO INSURE THAT NO SEWER CONTRACTOR SHALL CAREFULLY EXCAVATE AND REMOVE THE EXISTING PIPE BETWEEN STATIONS 100+00 SPILLS OR CONSTRUCTION DEBRIS ENTERS THE ESCONDIDO CREEK OR ANY AND 100+15 AND PLATE THE TRENCH IN PREPARATION FOR A LOW FLOW PERIOD SHUTDOWN. PIPE HANGER DETAIL 1 SURROUNDING SENSITIVE HABITATS DURING CONSTRUCTION. NOT TO SCALE 3. CONTRACTOR MAY USE AND NG TEMPORARY BYPASS PIPING DURING PERIODS OF EXTENDED BYPASSING. 4. THE CONTRACTOR SHALL REMOVE THE EXISTING 4" PIPE BETWEEN STATIONS 103+07 AND 103+83. THE CONTRACTOR SHALL PERFORM THE FORCEMAIN SHUTDOWN BY COORDINATING A PUMP STATION SHUTDOWN. 25 DURING THE SHUTDOWN THE CONTRACTOR SHALL ALLOW THE EXISTING PIPE TO DRAIN THEN REMOVE THE INTERFERING 4" PIPE AND INSTALL THE NEW 4" DUCTILE IRON PIPE AT THE EXISTING PUMP STATION 4 1/2" CONNECTION AND MAKE THE CONNECTION FOR THE NEW FORCEMAIN AT THE EXISTING 4" FLANGED ELBOW AT THE FLOOD CONTROL CHANNEL. THE CONTRACTOR SHOULD PLAN ON COMPLETING THE FORCEMAIN „ ° 2 EXIST. 4" FORCEMAIN 1 EXIST, BRIDGE OVER CONNECTIONS IN TWO PHASES ON SEPARATE LOW FLOW NIGHTS. 9/16 0 HOLE FS ELEY 18.6* D PIPE BRACKETS EXIST. FORCEMAIN 5, THE EXISTING 4" 01 PIPE BETWEEN STATIONS 100+00 AND 100+25 SHALL BE PLUGGED AND FILLED WITH 4• 1/4 x 1 1/2 FLAT BAR WITH SAND SLURRY. THE NEW 4" DI FORCE MAIN SHALL THEN BE PLACED IN SERVICE, AFTER THE SHUTDOWN, 2 BOLTS AND NUTS. GALVANIZE 20 [� AFTER FABRICATION M, AS THE ACTIVE FORCE MAIN. N COAST HWY 101 STA, 103+19.20 -" ------- ---- 6, THE EXISTING PUMP STATION CONSISTS OF TWO 300 GPM, 12 HP PUMPS DISCHARGING AT 30 FEET TDH. ELEY 14,7E n . t. ..,_ ------ a 2 EXIST. CONCRETE LINED ^� FLOOD CONTROL CHANNEL + 15 STA, 03+07.80 w E 14.7* 0 — 2627 4 5°6A ° M J EXIST. 4" GAS 1 2527 — X STA. 103+54.89 T ----_� [c $ENDS EL EY 13.3* S7 , 103+83.18 24 10 EXIST. BRIDGE ELEY t 1.2* ;� ABUTMENT 4 1 j2" 0 316 S.S. ADHESIVE STUD ANCHOR WITH NUT s AND LOCKWASHER (TYP) n 1 EXIST. BOLLARD (TYP.) _ I d CLAMP NOTES: o n o 5 '� Gi nb , : d .. r n WS ELEY 4.4± " 'n 1. WHEN USED WITH PVC, PROVIDE STEEL SHIELD AROUND PIPE AT a CLAMP, WITH COPPER TUBES PROVIDE RUBBER FABRIC. RECORD DRAWING pFtOFEssfo, q #,) A/BEARING RADIUS DISTANCE 2. INCREASE OFFSET FROM CONCRETE WALL AS REQUIRED, OR SHOWN O THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON Q C. `te+ 1 N 19'3340" W __ q, 18' ON DRAWINGS FOR FLANGED OR BELL AND SPIGOT PIPING. Al INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS `' �&s 2 N 42'03'40" W __ 7.43' PERMIT NO. BELIEVED TO BE RELIABLE,ATKINS CANNOT ASSURE ITS ACCURACY,AND m 3 N 19'3843" W -- 78.39' l l -1 Z-NUX-0062 Rl 0 No. 050856 THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING 4 N 72,41,57„ E ®® 27.98, COUNTY: SAN DIEGO OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED SECTION A E p S C j� INTO IT AS A RESULT,THOSE RELYING ON THIS RECORD DRAWING ARE " * 5 VARIES °° 162.19 RbUTE: J-S PIPE CLAMP LA P D ETr *I L ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY SCALE: 1/4 = 1,-0" srgj CIV `P 6 N 71'23'26" E -- 47.11' NOT TO SCALE BEFORE APPLYING IT FOR ANY PURPOSE. fi OIF4lFO __ POST MILE: 838.49 e'2 7 N 43'2350" E 2&29 w 0 w DESIGNED BY DRAWN BY CHECKED BY REVISIONS AR ROVED DATE REFERENCES DATE - BENCHMARK SCALE SPECIAL DISTRICT ATKINS PB ccK APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 w 6 ASBUILT .� ELEV: : NAVI PLANS PREPARED UNDER SUPERVISION OF RECD ED OVER PUBLIC IMPROVEMENT PLANS FOR: � DATUM: NAVD 88 DESCRIPTION: RECORD OF SURVEY 18416 DATE: 11/23/2011 BY: BY: L HORIZONTAL t1 MAIN ® y; w FD , 19 SD CO. ENGINEERS DISC STAMPED F THE J EDWAR DEANE L RENO A W TT COAST HIGHWAY 1 L ! ! FOR CJ � 736, 1988° IN WING WALL OF NORTH END OF THE ����.�"r�/YI.d^'-` 11rJa�`J� < NORTHBOUND HIGHWAY BRIDGE OVER SAN ELUO �^� LQ^— R.C.E. NO.: DATE: llz� ll DATE: lot if LAGOON. VERTICAL CARMEN C- KASNER EXP : 9f30 f 13 48971 } R.G.E. N0.: WORK PROJECT NO. CCE11 B SHEET 17 OF 37 ASinGUILT EGENDs SIGNAGE NOTES NOTES TRAFFIC GNTIC}Ie NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, Al = PLASTIC DRUM 1. SIRIPING WILL BE REPLACED-BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED.' 1. AT LEAST 01 PWAN SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. TRAFFIC CONTROL DEMM ON ALL NIGHT LANE CLOSURE SIGN 2 S SHALL BE EQUIPPED "IN A WHITE HARD HAT, AN , AND A *STOP 1M' 2. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, D ADJUSTMENTS 2 ALL WARNING SIANS FOR NIGHT E CLOSURES SH BE I INATED OR MAY BE REQUIRED TO MEET Fl CONDITIONS. HOWEVER, ANY JUSTMENT MUST P ON A 5 T STAFF. REFLECTORIZED AS IN THE WEaRCAIM& MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES = FLASHING ARROW SIGN 3. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY 3. ALL ADVANCE WARNING SIGN INSTALLA71ONS SHALL, BE EQUIPPED WITH FLAGS (F'HWA'S MUTCD 2003 EDITION, AS AMENDED FOR USE IN CALIFORNIA) AND CITY TRAFFIC THE CONTRACTOR. FOR DAYTIME CLONO OF ALL MAJOR AND PRIME AR NG ENGINEER'S APPROVAL.. DIRECTION OF TRAVEL S SHALL BE U G NOT LANE CLOSURES.4« ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION 3. CHANNELlZAT10N TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM DIRECTION TRAVEL (FHWA) MANUAL UNIFORM C CONTROL DEVICES (MUTCD) 2010 EDITION. 4, A G2G-2 "END ROAD " SIGN SHALL BE PLACED AT THE END OF THE LANE TRAFFIC CONTROL DEVICES (FHWA's MUTCD 2003 EDITION, AS AMENDED FOR USE IN 5, THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGE TO OLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN CALIFORNIA) AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. E I AND III BARRICADE INSURE PUBLIC SAFETY. A LARGER PROJECT UMITS, PROVIDE SECURE COVER OVER CTING SIGNS. 6. ALL WORK AFFECTING BUS STOPS COORDINATED WITH NORTH COUNTY SIT DISTIBCT 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED C 4. CONTRACT SHALL COORDINATE WITH MTDB/MTS TRANSIT DISTRICT FOR ANY GGER CONTRACTOR SHALL NC1D AT Sr 760j 967-2828 AT ES OR FITTED WITH 13' REFLECTIVE TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAFFIC CONTROL PERMIT. 72 HOURS IN ADVANCE OF STARTING YIORK. 6 FLASHING ARROW 9GNS SHALL BE USED PER FHWA MUTCD 2003 EDITION AS 7. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND AMENDED BY THE MUTCD 2003 CALIFORNIA 9JPPLEMENT. SILENT TYPE SHALL 5. CONTRACTOR SHALL REMOVE OR COVER ALL CONSTRUCTION SIGNS DURING NON- = WORK AREA PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE USED IN RESIDENTIAL BE SHOWN ON TR WORKING.HOURS, . 7. THE MAXIMUM SPACING ES IN A TAPER OR A TANGENT SHALL BE 6. ALL ADVANCE CONSTRUCTION SIGNS AND TRANS17I S SHALL, BE ADJUSTED IN 8. CONTRACTOR NOTIFY N COUNTS SIT (9 67®2828) AT LEAST THREE (3) WORKING APPROXIMATELY Y AS IN T 1. ACCORDANCE WITH WORK AREA PER Cl TRAFFIC ENGINEERS APPROVAL, DAYS PRIOR TO ANY CONSTRUCTION OR TRAFFIC AFFECTING BUS STOPS 8. ADDITIONAL ADVANCE RAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES 9. POSTING PARKING RESTRICTIONS: THE CONTRACTOR SiALL POST TOW-AWAYfNO PARKING DEVELOP, FLAGGED STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS SIGNS TWENTY—FOUR (24) HOURS IN ADVANCE OF PARKING REMOVAL SIGNS SHALL INDICATE AS NOTED IN SECTION 61120 OF THE MU SPECIFIC DAYS, DATES AND TIMES OFF RESTRICTIONS. PARKING METERS MALL BE SA A , ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF WHERE APPLICABLE. 9. PUCE (CA) LANE CLOSED SIGN AT —9 INTERVALS THROUGHOUT SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL 10. EXCAVATIONS:EXCEPT WHEN OTHERWISE SHOWN ON THE PLANS, ALL TRENCHES SHALL BE WORK REQUIREMENTS/ST DARDS OR FIELD CONDITIONS. BA LLED OR TRENCH-PLATM AT THE END OF EACH WORKING DAY. AN HALT RAMP 10. ALL REQUIRED B{�#S THAT ARE TO BE IN PLACE O A D OR SHALL BE PLACED AROUND EACH TRENCH PLATE TO P T THE PLATE FROM BEGIN HOLIDAY SHALL BE POST DISLODGED. CONTRACTOR MALL MONITOR TRENCH PLATES DURING NON-WORKING FLOURS TO 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS ENSURE THAT THEY DO NOT BECOME DISLODGED. UPON COMPLETION OF EXCAVATION OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD BA LL., THE CONTRACTOR SHALL PROVIDE A SATISFACTORY SURFACE FOR TRAFFIC. WHEN SPECIFICATIONS. CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROW= THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES, BIKE E% AND PEDESTRIAN WALKWAYS IN THE RIGHT—OF -WAY EXCEPT WHEN OTHERWISE SHOWN ON THE PLANS. 11. RESTORATION OF ROADWAY THE CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT—OF—WAY NOT DESIGNATED FOR PERMANENT REMOVAL TRAFFIC SIGNS, STRIPING. PAVEMENT MARKERS, PAVEMENT MARKING'S, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS, REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENTS. 12. CHANGES IN K:THE qTY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION AND TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT ANY CHANGES SHALL BE DOCUMENTED AND SUPERSEDE THESE PLANS. A SEPARATE TRAFFIC CONTROL PLAN TO ACCOMMODATE BIKES AND PEDS ON MANCHESTER AVENUE SHALL BE SUBMITTED FOR REVIEW IF THE CONTRACTOR PLAN TO WORK DURING WEEKEND DAY TIME. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC71ON WITH PERFORMANCE OF WORK ON THIS oQ ��essmo, PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE CE OF DESIGN �� PR ONAL HAN UNAUTHORIZED CHANGES & USES No. F12 � CAUTION: THE ENGINEER`, FOR, UNAUTHORIZED CHI AN E TD OR USES OF THESE PRI RESPONSIBLE C LIABLE THE SE PLANS MUST BE IN ITING AND MUST BE APPROVED BY THE PREPARE t THE ,b Opt PLANS. 1 PLAN SHEET IS ACCURATE FOR STAGE CONS ucTK}N WORK ONLY T01 DESIGNED er oRawN BY ®Y APPROYAl.SI T� �I� :� N ENGINEERING CLEF'ATPv#ENT DRAWING NO. REVISIONS APP OVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DIS Ic°f v RT .l ELEV: 3 ,52 PLANS PREPARED UNDER SUPERVISION OF RECOM ED PROV ! TRAFFIC TILL PLANS FOR: DATUM: NAVR 88 1112312011 (^t e DESCRIPTION OF RECORD OF SURVEY IN HORIZONTAL 4D' DATE: BY: DY LIV NHAIN F C 1J' MAIN 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST 'A R7 ERNE A EN(Tiplit E A ATT CORNER OF DRAINAGE CURB INLET ONE T SIDE OF MANCHESTER AVENUE O.1 MILE TH OF THE R.C.E. N0 DATE: //�� DATE: �� INTERSECTION WITH EL CAMINO REAL VERTICAL NA ENGINEER R,C.E. NO.: EXP.: 4891 RK PR CT NO. CCE11 SHEET 18 OF 37 FIDE NAME: 2311—TC-01_C U.S.AJ. 002311 11--14-11 AT, MV LEGEND# E J PLAS71C DRUM STAU SIGN EiE FLASHING ARROW SIGN PHASE 1 DIRECTION OF TRAVEL TRAFFIC ON EXISTING ROAD DIRECTION OF TRAVEL CONSTRUCT, ENCASEMENT I AND HIBARRICADE F'LAGGER K AREA "X18" 020— It R9-3a ' O 36*X36" S ROAD WORK 36"X36" , AH ROAD Q-1 WOWRK 1 MiEAD 6"X19" MPH W2fl-1 � cj4 13--1 36"X36" d 401' DETOUR �#� � 304 X 30 AHEAD LANE W20-2 CLOSED 1 3" 0110 0110 C 30 (CA) 25 MPH 36"X36" ROC — ....��- Ap ~-- W2 46bR,x3o < > iCIO' 0--2 36"}{36" 18"X16" 36°X36" 24"X24" NOTES: W1 Wff I* 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAF'F'IC CONTROL DURING THE INSTAUATION, an REMOVAL OR MODIFICATION ALL SIGNING AND STRIPING SHOINN ON THESE PLAT, R5-6 2, THE APPUCATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PL.ACEM T SHALL w4-2(R) W2O CONFORM TO THE GAUFORNIA MANUAL ON UNIFORM C CONTROL DEVICES W20-5(R) 1 B" " X18 (LATEST VERSION) 18"X1 Li" 25 MPH 3, IN ADDITION TO THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES W13-1 (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND W13-1 THEIR CEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. 171 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL IN S17UAIION REQUIRING LANE CLOSURES DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. . THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROAMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS, HOWEVER. ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (MUTC D) AND CITY TRAFFIC ENGINE 2'S APPROVAL CORMUCTION PRACTICES, CONSIRUCTION C ONIRAC7= NTLL BE REQUIRED ED 70 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E CONDITIONS DURING THE COARSE 5. CHANNEUZA71014 TYPE SHALL CONFORM TO THE CALIF NIA MANUAL ON UNIFORM 'TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEYI (LATEST VERSION) AND CONSIS T'WTTH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL RE MADE TO APPLY CONTINUOUSLY AND NOT BE STRUCTI PROVIDED SECURE COVER OVER CONFLICTING SIGNS. LIMITED TO NORMAL WORIONG HOURS, AND CONSTRUCTION CONTRACTOR FIRMER ACES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR AULEGEDs IN CONNEC710N WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STINPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN REOUIREMENTS/STANDARDS OR FIELD OONDITIONSa PROFESSIONAL IONAl 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFUCTING SIGNS, PAVEMENT MARKERS AND G RIND ALL,CONFUCTING EXISTING STRIPING AND PAVEMENT MARKINGS, UNAUTHORIZED CHANGES & USE S C SCALE. 1`--40' o,CAUTION- CONTRACTOR COORDINATE WTH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINE-ER PREPARING THESE S iALL NOT BE RESPONSIBLE Fes, DR LIABLE 0 20 40 CHANGM/COORDINATION. FOR, UNAUTHORIZED DiMCES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST. BE APPROVED BY THE PREPARER OF THESE �r'T�of IS PLAN SHEET S ACCURATE FOR, STAGE CONSTRUCTION RUCTI RK ONLY1 T02 �+ L B� I T Y OF EN CI N l TAS ENGINEERING DEPARTMENT DROVING ,A DATA REFERENCES DATE BENCHMARK :fit tAL DISTRICT APPROVALS EI Ev; r: OhA )ED PRC�VECI TRAFFlC CiTRQL DATUM; NAVD 8$ PLANS PREPARED INFER aUI�ERVIt REC DESCRIPTION' RECORD OF SURVEY 18416 HORIZONTAL DATE. 1112312011 BY: BY- 2.5 CITY OF ENCINFTAS BRASS DW IN NORTHEAST EDWARD DEANE L EN A ATT CORNER OF DRAINAGE B INLET ON EAST R.C.E. ZZ3 L 1 Y .1.„8 N�1 A FORCE MALT. �1 i M CHESTER AVENUE 0.1 MILE SOUTH OF THE ( abe • I� IZ DATE apse% DATE: �� �+ � IN CTIOII YIITH EL INtS REAL VERTICAL NA ENGINEER EXP,. R.C.E. CVO.: 48971 WOW PROJECTmo. CC E1 18 SHEET Ts OF 37 FILE NAME: 2311-TC-02-C U3,A1 002311 11-14.11 AT, MV CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED LEGENDa CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE STAGE 1 = CONE j PLASTIC DRUM OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE , = SIGN LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL PHASE 1 SHINE ARROW SIGN LIABILITY, REAL , IN CONNECTION WITH PERFORMANCE OF WORK ON THIS .f� PROJECT, EXCEPTING UABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN DIRECTION OF TRAVEL PR CN TRAFFIC ON EXISTING ROAD J� UNAUTHORIZED CHANGES & USES '"�'° "A DIRECTION TRAVEL J CAUTION: O N S T R U C T I ENCASEMENT E I AND III BARRICADE I THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE C� FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE ' PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE = FLAGGER 36"X36" PLANS. Ca 36"X36" WORK AREA ROAD WORK 1 AHEAD MULK NOTES:AIFA W20-1 I. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, W20®5(R) REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL 36"X36" 36"X36" CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) LME ROAD 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Mosm _ _ WORK (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND MEAD - AHEAD { THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 W20-5{L) THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE W20-1 IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. f a 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS COVER THE RIGHT TURN ARROW ON THE MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST f` EXISTING R61-13(CA) ROAD SIGN, NB 1-5 MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM 'TRAFFIC CONTROL OFF RAMP TO MANCHESTER AVENUE. DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) AND CONSISTENT NTH FIELD CONDITIONS DURING 30"X30" CONSTRUCTION. PROVIDED SECURE OVER CONFLICTING SIGNS. t • ' 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LANE SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL CLOSED REQUIREMIENTS/STAND DS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING CONFLICTING SIGNS, PAVEMENT IN r C30(CA) � � �i MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. B. CHANGES/COORDINATION.T R O COORDINATE WITH NORTH N TRANSIT DISTRICT FOR TRANSPORTATION PLASTIC t 25 MAX.DRUMS ti I Q 12:1 I 24"X24" i t R3-1 COVER THE 2 THROUGH ARROWS ON THE 30"X30" EXISTING R61(CA) ROAD SIGN, WEI MANCHESTER FOR DETOUR ROADS AVENUE EAST OF THE 1-5 NEI ON RAMP. LANE SEE SHEET T08 CLOSED C30(CA) 24*X24!' ;2• 12`&12f 171 2 24„x24” 4"X24" PLASTIC DRUMS R3 1 «X « 25' MAX. SPACING 18"X1 S" R9-30 R3-2 } M4-10 (R) PL�STIC DRUMS 40 MAX, SPACING r 3> C:) ® �f If? 9-3a � �� R } } N m m ON 12 f - -_ ti 12° MIN.°*�® M f dQls I'_ y of-- Ham.' 7/_ � w III III La 179 _I Lt,I ! G E III BARRICADES WITH � 30"X30" + PORTABLE FLASHING BEACON i�� �T a " " E III BARRICADES WITH C) M"CHESTER A YE. " 18 X1$ PORTABLE FLASHING BEACON LANE TYPE IN G R1 ORANGE REFLECTIVE 4S X30 « E OM4-3 ORANGE REFLECTIVE CLOSED SHEETING, R11-2 AND M4-1O{L) ROAD SHEETING, R11-2 AND M4-10(R) (TYPICAL) 1 B"X18" (TYPICAL) 48•X16' CLOSED ( C30(CA) h14®-10 {�} R11-2 48"X3O" M4-10 {L} «X16" OM4-3 ROAD ORANGE REFLECTIVE CLOSED �A��,4ESSta�,�i SHEETING R11-2 M4-10 {L} OM4- 3 ORANGE REFLECTIVE SHEETING No. 60223 SCALE. 1m=40` � .06p�0t12 ds 0 20 40 OF CAI I THIS PLAN SHEET IS ACCURATE FOR STAGE C NSTRUGTiON WORK ONLY $ DE_9GN D BY DRAWI4 BY BY cq1 REVISIONS AP ROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT RT APPROVALS CITY EN GI N 1 TAS ENGINEERING DEPARTMENT DRAWING NO. ELEV. 37Z2 PLANS PREPARED UNDER SUPERVISION OF REC M N( D PP R0 C S FOR: DATUM: NAVD 86 ,�Z: DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 40' DATE: 991231209! BY:. ! BY: .�. 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWAR DANE WREN E A WATT CORNER OF DRAINAGE CURB INLET ON EAST SIDE R.C.E. NQ- • - O LIVE NHAI O R C E MAIN CS OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE DATE: I/ 30 I/ DATE: /f O I INTERSECTION VATH EL CAMINO REAL VERTICAL NA ENGINEER EXP.: l R.C.E. NO.: 48971 WORK PROJECT NO. C.CE11 B SNEET�O {�F 37 FILE NAME: 2311-TC-03-C U.S.A.I, 002311, 11-14-11 AT, MV 1 i LEGEND, STAG' 1 0 = CONE / PLASTIC DRUM = SIGN PHASE STING ARROW SIGN TRAFFIC ON EXISTING ROAD DIRECTION OF TRAVEL DIRECTION OF TRAVEL CONCTRUCT1 ENCASEMENT £ 1 AND 111 BARRICADE R = WORK AREA vl 36"X36" ROAD 36"X36" WORK 36"X36" 30"x30" MEAD 36"X36" <M:EAO D DEMUR W20-1 DETOUR 36"X36 AHEAD R9--3a AHEAD 36"X36" 36"X36" W20-1 24"X24" AS) ROAD W20-2 fl CLOSED � 0 W20-2 LEFT LANE 24"X24" 24"X24" 0 �, 24"X24" EAD MIXED F2-51 AIIw !n W13-1 R56 ®, M+20-3 W4-2(L} W20-5(L) 3 W13--1 500, 500' 500' 5OO' 320` TRANSITION PLASTIC DRUMS 40' MAX. SPACING Ly _ _ _ - o . - - - - - - - - - maw- 30"X30" LANE 24"00" i.I' rI �Ci n QI CLOSED KEEL 30"X30 C30(CA) LANE 36"X18" RIGHT CLOSED FLASHING ARROW SIGN END ROAD N�ORK R4-7O G20-2 C30(CA) NOTES; I. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. IT THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSIRUC71ON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE D (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL . CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS, PROFESSIONAL & ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL UNAUTHORIZED CHANGES & USES REQUIREMENT'S/STANDARDS OR FIELD CONDITIONS. CAUTION- 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT THE ENGINEER PREPARING THESE PLANS WILL NOT 13E RESPONSIBLE FOR, OR LIABLE ����W, et MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION jPLANS. No, M223 SCALE.• l`--40' CHANGES/COORDINATIONL ExP, 112 Ic 0 20 40 THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORD ONLY OF c T04 GNFD BY DRAWN BY CHE BY 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT My RT APPROVALS CITY OF N CI N I TA ENGINEERING DEPARTMENT DRAWING NO. 1 ,! ELEV: 37.52 C TRIM S DATUM: NAVD 80 PLANS PREPARED UNDER SUPERVISION OF RECOMM RQ1�ER DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 401 DATE: 1912312099 BY: BY: !1_� 2.5 CITY OF ENCINITAS BRASS DISC IN NORTHEAST ] /� ( ��j CORNER OF DRAINAGE CURB INLET ON EAST SIDE EDWARD EANE ENC; A ATT OLIVENHAIN CE IN OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE R.C.E. N DATE: tilso �� DATE: INTERSECTION WITH EL CAMINO REAL. VERTICAL NA ENGINEER EXP.: � � �� '48V71 R.C.E, NO.: WORK PROJECT NO. CCE11 B SHEET 21 OF 7 FILE NAME: 2311—TC-04—C U.S.A.L 002311 11-14-11 AT, MV GENDo STAGE 1 E j PLASTIC DRUM = SIGN PHASE = FLASHING ARROW SIGN TRAFFIC ON EXISTING ROAD DIRECTION OF TRAVEL CONSTRUCT., ENCASEMENT mat = DIRECTION OF TRAVEL = TYPE I AND III BARRICADE FLAGGER = WORK AREA 36"X1B" END ROAM WORK G20-2 3$"X36" <R K 36X36° �9 TAME RW W20-3 WA b" ' t5° tSk 24"X24" W20-4 ! Cp 24"X24" $ ✓° w13-1 36"X36" X00' BE PREPARED TC STOP W3-4 NOTES: C9A{CAj 24"X24" 1, THE CONTRACTOR IS RESPONSIBLE F TRAFFIC CONTROL DURING THE INSTALLATION, 2409X24"( FLAGGER NOTES. REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIDING SHOWN THESE PLANS. 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS MPH 2. THE APPLICATION THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT MALI. CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES A STAGE/PHASE. RADIO CONTACT MUST BE PROVIDED (LATEST VERSION) w13--�1 IF FLAERS DO NOT HAVE EYE CONTACT, 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2. ILLUMINATED FLAGGER STATION SHALL BE (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND REQUIRED, THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. Ti THROUGH TI7 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE DEVICES {MUT°CEN AND CITY TRAFFIC ENGINEER'S APPROVAL UNITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 5. CHANNEUZA71ON TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. PROFESSIONAL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL UNAUTHORIZED CHANGES & USES 4FES31� REQUIREMENTS/STANDARDS OR FIELD CONDITIONS, CAUTION: 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS, FOR, UNAUTHORIZED CHANGES S TO OR USES OF THESE PLANS. ALL CHANGES TO THE c3 PLANS MUST BE IN WRITING G AND MUST BE APPROVED BY THE PREPARER OF THESE SCALE. l'--40' PLANS. ' R.D6t3Cli2 & TRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION 0 20 40 CHANGES/COORDINATION. I I PLAN SHEET IS ACCURATE FOR TA CONSTRUCTIt?N WORK ONLY TO REVISIONS PROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY oRA�rI BY � APPROVALS CITY OF EN CI N I TABS ENGINEERING DEPARTMENT DRAWING NO. 1L 3 ELEV1 37.52 _ TRAFFIC CONTROL PLANS FOR: DATUM= NAVD s6 PLANS PREPARED UNDER SUPERVISION OF RECOM N ED ROVE DESCRIPTION; RECORD OF SURVEY 18416 HG)RIZONTAL -0C' DATE: �� � ' BY: BY: m1 2.50 CITY OF ENCINITAS BRASS DISC IN NORTHEAST CS- 633 A CORNER OF DRAINAGE CURB INLET ON EAST SIDE EDWAR D ANE ENC A IT DIVENHAIN I H OF MANCHESTER AVENUE CA MILE SOUTH OF THE R.C.E. No �. DATE: /I����� DATE: 30 INTERSECTION VATH EL CAMINO REAL VERTICAL NA ENGINEER EXp.: R,C.E. NO.: 43971 WORK PROJECT NO. CCE1 1 B aI IEET 2 OF 37 FILE NAME: 2311-TC-05—C U.S.AJ. 002311 11--14--11 AT, MV LEGENDI 36"X36" = CONE J PLASTIC DRUM ROAD STAGE 1 = SIGN WORK AHEAD P H E = FLASHING ARROW SIGN W2O-1 2 DIRECTION OF TRAVEL = DIRECTION OF TRAVEL TRAFFIC ON EXISTING ROAD CONSTRUCT, ENCASEMENT Q = E I AND III BARRICADE = FLAGGER 36"X36" = WORK AREA t� C9A(CA) l NOTES: ' 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. r 1 THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL C4 CONFORM TO THE CALIFORNIA MANUAL UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) x 36" 18" 3. IN ADDITION TO THE CA FORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES END (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND ROAD WDRK THEIR PLACEMENT. THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 G20-2 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE FLAGGER NOTES: IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS 1. CON ACTOR SHALL PROVIDE FLAGGER IN THIS ' STAGES OF CONSTRUCTION. STALE /PHASE. RADIO CONTACT MUST IEEE PROVIDED 4. THE LOCATIONS OF TR C CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS STAGE/PHASE. BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST IF FLAGGERS DO NOT HAVE EYE CONTACT. MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUT ) AND C TY TRAFFIC ENGINEERS APPROVAL, 2. ILLUMINATED FLAGGER STATION SHALL DE REQUIRED. 6< CHANNELIZATION TYPE S ALL CONFORM TO THE CALIFORNIA .MANUAL ON UNIFORM TRAFFIC 36"X36" " CONTROL DEVICES (LATE T VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION, PROVIDE SECURE COVER OVER CONFLICTING SIGNS. PREPARED 6. ANY DELAY IN OBTAININ PUBLIC AGENCY APPROV AND/OR CONSTRUCTION OF SIGNAL STRIPING P NS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDAR S OR FIELD CONDITIONS. -Yt' W3-4 12f 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT 8't .MARKERS AND GRIND CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS, CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION CHANGES/COORDINATION. A<j OC.*& ol FLAGGER 500' �a � • 100° FLAGGER 0 C CTI � PLASTIC DRUMS q 40 MAX. SPACING _ s _ 36"X36" .� � 1 ��� • • - -•_ .{ L FLAGGER 8 t • - . - - Q el ro • ` T f2t 1 MIN. . • CD W3--1 " •a • v � iv10 MIN. _ -" 12' MIN, t FLAGGER x - — 30" 64- - 0"X30" STOP 30"X30" � E , TYPE III BARRICADES WITH CLOSED .FLASHING BEACONS LANE CLOSED C30(CA) C30(CA) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS FOR DETOUR ROADS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PRO ONAL �p DPI ssry SEE §FLEET TOS UNAUTHORIZED CHANGES & USES `` scAt�• l'--40'CAUTION:: c60223 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FXP• 06t20i1z 0 20 40 FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE ��4 Ct�ttt PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE a E c ilL. e THIS SHEET IS ACCURATE FOR STAGE CONSTRUC71ON WORK ONLY PLANS TO$ DESIGNED BY DRAWN 8Y BY E REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT Mu APPROVALS CITY OF EN C.:I N ( TA ENGINEERING DEPARTMENT DRAWING NO. 5 ( ELEV: 37.52 TRAFFIC CONTROL S FOR: DATUM: NAVD 88 PLANS PREPARED UNDER SUPERVISION OF RECOIW ED PPROV D 2.5" CITY ENCINIT BRASS DISC IN NORTHEAST HORIZONTAL DATE: BY:DWAR DANE OY �T DESCRIPTION: RECORD OF SURVEY 18416 40' 991 12011 CORNER DRAINAGE CURB INLET ON EAST SIDE WREN A WATT (�� A F} `++ `-� OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE R.C.E. N DA : /I �! DATE // �✓ INTERSECTION WITH EL GAMING REAL VERTICAL NA ENGINEER EXP.: � i R.C.E. NO,: 48971 WORK PROJECT No. CCE11 B SHEET23 OF 37 FILE NAME: 2311—TC-06_C U.S.A.I. 002311 11-14-11 AT, ITV ' LEGENDS NOTES. E PLASTIC DRUM 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC TIROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. STAGE 1 SIGN 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL ,�.� � � = FLASHING ARROW Si CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES HE A Sms' E �s = DIRECTION TRAVEL (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND 36"X36" THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. TI = DIRECTION OF TRAVEL THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALE. BE TRAFFIC ❑N EXISTING ROAD ROAD IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS ENCASEMENT WORK - = TYPE I AND III BARRICADE AGES OF CONSTRUCTION. C❑N S T R U C T I AHM r = FLAGGER 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS W20-1 i MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL = WORK AREA DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL cv 5. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST ) AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PRVIDED SECURE COVER OVER CONFLICTING SIGNS: 6, ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL. OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITION& 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT ss"�6" MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION tilEiiD DHAN / DINATIENJ. W2D-1 24"X24° 26 36"X38" 36"X18" 36"X36" W13-1 D R0A0 GO N -22 W20-4 C9A(CA) FLAGGER NOTES: 24"X24" 4 I 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS IL61 STAGE/PHASE. RADIO CONTACT MUST BE PROVIDED W13-1 / IF FLAGGERS DO NOT HAVE EYE CONTACT. 2, ILLUMINATED FLAGGER STATION SHALL BE q4 REQUIRED. <*> I 36"X36° l � / 48"X48" C%A(CA)" r f l r 24 X24 / 36"X18" G" I THRU 2G END TRAFFIC Lmtj / ROAD WORK 36"x36" MERGE W13«-1 � ° r l G20-2 LEFT c / cu W4-7 / aReo � �_ p 24"X24" / rM. 24 X�4" y 36"X38" 30" X 30" poi` / 25 12# 12Y 12 6 17t RE LANE MPH PREPARED CLOSED W13-1 TD STOP W12-1 W3--4 C 30 (CA) / CD / / 500` 250' r - 0 .� €LLI PLASTIC DRUMS �� i _ _ — OVER THE THROUGH ARROW FOR THE NUMBER 2 25' MAX. SPACING , — __. f LANE ON THE EXISTING R61(CA) SIGN FOR THE WB MANCHESTER AVENUE EAST OF THE NB I®5 ON RAMP Li 30" X 30" MANCHESTER AVE. PLASTIC DRUMS � 25 MAX. SPACING LANE CLOSED CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE C 30 (CA) OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION PERFORMANCE OF WORK ON THIS PROJECT, EX TING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN ����ot"fssray� PROFESSIONAL. UNAUTHORIZED CHANGES & USES NO.Csa CAUTION: SCALE. 1'-40' THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE OtVIO ,� FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CHANGES TO THE C F 40 of cAt1 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE THIS PLAN SET I ACCURATE RI FOR STAGE CONSTRICTION WORM ONLY PLANS. T07 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DF�,r`�IEl1 8Y OR ®Y BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ELEV. 37.52 TRAFFIC PLANS FOR; DATUM. ION: 86 CS- 633 DESCRIPTION: RECORD of SURVEY 1e416 HORIZONTAL 40' DATE; 9912f2t?T1 9Y: _ BY +$ 2.5 CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWAR DANE WREN E A ATT (�T /� f f ��j MAIN CORNER OF DRAINAGE CURB INLET ON EAST SIDE �3 O LIV .L I F O R Ore E MAI �Y E� OF MANCHESTER AVENUE 0,1 MILE SOUTH OF THE R.C.£. NO DATE: U J� �� DATE: /I INTERSECTION WITH EL CAMINO REAL VERTICAL NA ENGINEER EXP.: 48971 R.C.E. NC).: WORK PROJECT NO. CCE1 B SHEET 24 �F 37 FILE NAME: 2311- TC-07_C U,S.A.I. 002311 11-14-11 ATE MV CONE / PLASTIC DRUM D = SIGN M4-1 0 {L} �,---�— FLASHING ARROW SIGN. Manchester Ave. WEST = DIRECTION OF TRAVEL 36»X12" DIRECTION OF 'TRAVEL 488#X16" DETOUR = TYPE I AND III BARRICADE DETOl1R SC3{CA}{Mod..} \ Q WORK AREA .�. Manchester Ave. WEST 36"X12 } DETOUR , SC3{CA} 36"X12" DETOUR ` SC3(CA) � 48"x16" 48"X16" D Manchester Ave. Manchester Ave. DE EAST EAST USE 04-10 {L} Lamas Santa Fe Dr. M4--10 {R} Pl'xl5' EXIT 6-c Manchester Ave, 48"X16" WEST 21'x15' WORK _ AREA M4-10 {R} 36"X12» !' \ DETOUR 48»X16" SC3{CA} aUR \ Manchester Ave, M4-10 {L} WEST USE Birmingham Dr. EXIT NOTES: Manchester Ave. 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, EAST REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN THESE PLANS, 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL 362'Xl 2" CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST DETOUR' . IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SC3{CA} (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 48»X16" THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE _ IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS 48»X16" IETC}UR STAGES OF CONSTRUCTION. Manchester Ave. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND p ADJUSTMENTS EAST tIR M4 10 LR) MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST sa as MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL 36 X12 M4-1 L DEVICES (MUTCD) AND CITY TRAFFIC ENGINEERS APPROVAL CONSTRUCTION TRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED } ` S, CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME DETOUR g� CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE STRUCTION. PROVIDED SE RE COVER OVER CONFLICTING S! S. OF S UCTION OF E PROJECT, INCLUDING SAFETY OF AU PER S D PROPERTY, S 3(CA){Mod.} � THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMB TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES 0 B. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, E TO C CONSTRUCTION ES IN N TO DEFEND, INDEMNIFY AND N DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL �' SIGNAL STRIPING PLANS, MAY REQUIRE T REDESIGN DUE TO CHANGES IN GOVERNMENTAL LIABILITY, REAL OR ALLEGED, IN'CONNECTION WITH PERFORMANCE OF ON THIS REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGENCE OF DESIGN pROF�SI 7, TRACTOR SHALL REMOVE D SALVAGE ALL EXISTING CONFLICTING SITS, PAVEMENT PROFESSIONAL *c1• boy MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. s���y UNAUTHORIZED CHANGES & USES & CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION No. C60 CHANGES/COORDINATION, CAUTION: lc zp, THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE � � FOR, UNAUTHORIZED CHANGES TO OR U OF THESE PLANS. ALL CHANGES TO THE �� C'1trIL PLANS MUST BE IN WRITING AND MUST BE APPROVE BY THE PREPARER OF THESE �° CALIT- NO SCALE THIS PLAN SHEETIS ACCURATE FOR STAGE CONSTRUCTION 1NC}RK C1NLY PLANS TQ8 DESIGNED BY DRAY�i BY Y REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT v I:T APPROVALS CITY OF E.NC'I N I �T AS ENGINEERING DEPARTMENT DRAWING NO. 24ILTN ELM-37.nvD ea PLANS PREPARED UNDER SUPERVISE OF REGQM m, ED PPRt7VE TRAFFIC CONTROL PLANS DESCRIPTION: RECORD OF SURVEY 98418 4D° 1112312011 �` 2,5w OF ENCINITAS BRASS DISC IN NORTHEAST HORIZONTAL DATE; BY: �!_ BY: 'I�� A�T�j CS- 633 �1 OF DRAINAGE CURB INLET ON EAST SIDE FTTWAR DE NE E CE A ATT LIVE 1 V111 R.C.E. N 11 • IE FORCE MAIN � MANCHESTER AVENUE D.1 MILE SOUTH OF THE DATE: a t/ DATE: 3 INTERSEOnoN WITIi El cAMIND REAL VERTICAL NA ENGINEER EXP.: w R.C.E. NO.: 48971 RK PROJECT Na CCE1113 SHEET 25 OF 37 FILE NAME: 2311--TC-08-C U.&A.I, 002311 11-14-11 AT, MV LEGENDs T A 0"' E 2 NE / PLASTIC DRUM 9: 00 AEI SIGN HOURS � { T FLASHING ARROW SION WORK DATES TO TRAFFIC ON EXISTING ROAD DIRECTION OF CONSTRUCT= FORCE MAIN PIPE LINE TO MIND UPON TRAFFIC CONTROL ISSUANCE DIRECTION OF TRAVEL 4-4- = TYPE I AND III BARRICADE D a FLAGGER = WORD AREA V) C°) ril MANCHESTER 500' 500, F 36 X1 " yy y yy� "x,36° DID ROAD ROW G20-2 <*> W20-2 W9-2 18"Xie 15"X18 MPH t 36"XW W15^ 1 DETOUR AHEAD 18"X18" 36"X36" 3b IN MPH ROAD X3-1 wow W20-1 NOTES: I. THE CONTRACTOR IS RESPONSIBLE F 'TRAFFIC CONTROL DURING THE INSTALLATI REMOVE MODIFICATION OF SIGNING AND STRIPING SHOWN ON THESE e 2. THE APPLICATION TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST 3. IN ADDITION TO THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST ) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES D THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO, T1 THROUGH TT7 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAN OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS, HOWEVER, ANY AI ISI"MENT MUST MEET REQU ENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM 'TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WTH GENERALLY ACCEPTED DEVICES (MUT ) AND CITY TRAFFIC ENGINEER1 APPROVAL COMMUCTION PRACTICM CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5 CHANNELI ATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL, ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PR CONTRA, DEVICES LA T VERSION} AND TENT WITH FIELD CONDITIONS DURING THAT THIS REQU NT` SHALL TO Y CONTINUOUSLY AND NOT BE CONSTRUCTION. TAR VI SECURE CO OVER CONFLICTING SIGN& LIFTED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL . ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL. OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF Wow OIL THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGENCE OF RESIGN �SIar/a REOLiIREMEIT /STANDARDS FIELD CONDITIONS. p aIAL L�2�� 78 CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFUC11NO SIGNS, PAVEMENT ray. N ay�y MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES � c6d >a CONTRA TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT F TRANSPORTATION THE ENGINEER � ��° � 2 � SCALE, �=440 w THE ENGINEER NG PLANS ifiIL1 NOT BE RESPONSIBLE {N2 LIABLE � CHANGES/ DINATI » F UNAUTHORIZED N TO OR USES OF THESE PLANS, ALL CHANGES TO THE c— PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESEtg7g®Fps i wigFw UC ON WORK T' PLANS DATE BENCHMARK > SPECIAL UISTRI APPROVALS CITY OF EN CI 1' I TAS ENGINEERING DEPARTMENT DRAWNG NO. ELEY 37.12 WMC O M+tMM RAN$ FOIL: DATUM: NA VD e8 PLANS PREPARED UNDER SUPERMSION RECpM QED PPR13VE DESCRIP • RECORD OF SURVEY 18 416 g �?l2 1�0�� CS- 633 R HORIZONTAL DATE; BY: BY: .e$ 2.8 CITY OF ENCINITAS DISC IN NORTHEAST EDER DE NE WR E A ATT ("� 7 j CORNER OF DRAINAGE CURB INLET ON ST SIDE � , VL 1` ,i NHAI FORCE MAIN R.C,E, N OF MANCHESTER AVENUE C1.1 MILE SOUTH DATE- // // DATE; �� � �.!♦.._,_ INTERSECTION WITH EL MINO REAL VERTICAL NA ENGINEER EXP.; / R.C.E. NO.: 48971 WORK PROJECT N4. CCE11 B HEFT 26 F 37 FILE NAME: 2311—TC-09_C U,S.A,1, 002311 11-14-11 AT, MV 4 WORK HOUR CONE / TIC DRUM STAu E 2= SIGN FLASHING W S194 WORK DATES TO TRAFFIC ON EXISTING ROAD DIRECTION OF TRAVEL TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCECE CONSTRUCT, FORCE E A N PIPE E L I N DIRECTION OF TRA E I AND III BARRICADE FLAGGM WORK AREA ON I 25 4� SPEED ,T 36"Xs" t C17( A) C}AI3 W5-1 24x24" n a. 24"x30" 24 X24 �� � as W13-�1 xot1 KEEP ROAD WElt�t '� 110 36"X36" RIGHT G2(I- C17{CA} R4-7o Ram 24"x3D" KEEP 24"X24:, x a �aX24aa W20- 1 � � RIGHT � WNW 24l)X24" sfm um spm um zin R4-7c 25 25 24"x3O C17(CA) C17(CA) ° CONES 25' MAX, ,. �217CA 00 SPACING (TYPICAL),,,, RIGHT ,r * TYPE III BARRICADES WITH R4-7a PORTABLE FLASHING BEACON 3`x00 - * * # * • ' WC}RK AREA * * 26+00 24+00 24''X2 "spw J"NCHBSTEJ? AVE, � 5 —� 17(CA) 345' NOTES: BUFFER I. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND 'SIMPING SHOWN ON THESE PLANS 24"X24' 2, THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL RIM CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SFM (LATEST 5 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL CE$ C17(CA) (LATEST VERNON) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAIL DESCRIBED IN SHEETS NO. T1 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES O CONSTRUCTION. g 4. TIME LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROAMATE. AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS, HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL CSI UNIFORM TRAFFIC CONTROL CONSIRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED [ (MLA ) AND CITY TRAFFIC FURROWS APPROVAL TRUCTION P RACTLCES. " N+I CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLEX RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5. CHANNEUZA11ON TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUWO ENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING S. LIM11ED TO NORMAL WORKING HOURS, AND CCN+ISIRUC71ON CONTRACTOR FURTHER AGREES TO DEFENDi INDEMNIFY AND HOW DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL B. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROV AND/lOR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN N WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS: MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY G FROM THE SOLE NEGLIGENCE OF DESIGN �,nFessr REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. I PROFESSIONAL 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXIS71NO CONFLICTING SIGNS. PAVEMENT MARKERS AND GRIND ALL CONFLICTING OWING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES NO.W02223 CAU'nU e Ev.06.130112 SCALE. 1`404 pit B, CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINEER PREPARING 7HESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE 0 20 40 CHANGES/OOORDINATION. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE cM ®$� PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE OF C II N SHEET IS ACCURATE FOR STAGE C0NS7RUC7ION WORK ONLY PLANS. REVISIONS DA REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT wtt ar sr APPROVALS CITY CAF EN C I N I TAS NGINEERING DEPARTMENT DRAINING ENO. ., .Z : 3.82 C PLANS PLANS PREPARED UNDER UPERV I . f IR DATUM NA [ T CITY OF RECORD TA BSS 1eat� HORIZONTAL 40' DATE: BY: �^� BY: ��� T FORCE �.�" €�Tr EN�tNITAS sR iN THESS°€ t1RNER QFAC oURaN c1N EAST EDWAR D ANE WRE E WATT �. C9F MANCH AVENUE MI MILE SOUTH OF THE R,C.I . N DATE: k ?b �� DATE: It � / 1NTERSEC71 YYITH EL CAMINO REAL VERTICAL NA ENGINEER 19 EXP., R.C.E. NO.: 48971 PROJECT No. CCE118 SHEET 27 flF �7 FILE NAME: 2311—TCf-10—C U.S.A.I, 002311 11®14-11 AT, MV LEGENDI � CONE / PLASTIC DRUM WORK HOURS 9e 4fl AM TO a 30 PM , ll STAGE _ SIGN = SHING ARROW SIGN TRAFFIC ON EXISTING ROAD WORK DATES TO C®NT UCTI FORCE MAIN PIPE LINE DIRECTION OF TRAVEL TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE = DIRECTION OF TRAVEL TYPE III BARRICADE ER = WORK AREA 38"X16" 36"X18" 44 END 36"x18" 46 X46" END ROAD WaRK END ROAD ROAD. WLIRI{ 48"X46" G2G3-2 48"X46•• - ROAD G -2K wow G20-2 36"X36'° ROAD i oAn AHM Z-3 wow AHD ° x? O W2G)-1 NARROWS r 4't W20-1 `� 63 %* �' J2t 1 �-12't 17"t � W20—i $ '� 46"X48" 24"X24'8 V W5-1 71 ROAD o � �► � `4 ` W20«-1 C17(CA) 500' 500' CID to OD CR i ti l y4_ ? N - — � ICJ Z ! poll Li 3E��6" L-i 0 w MANCHESTER AVE. ROAD WORK TS ® SIGNALIZED INTERSECTION NC 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT. THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. Ti THROUGH T17 OF THE CAUFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION, 4. THE LOCATIONS OF TRAFFIC CONTROL DACES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5. CHANNEUZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION} AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION.'PROVIDED SE RE CO OVER CONFLICTING SIGNS LIMITED TO NORMAL WORKING HOURS, AND CONSTRUC71ON CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN sBIOU, REQUIREMENTS/STANDARDS OR FIELD CONDITI S PROFESSIONAL e�°f HAIULFy�� 7, CONTRACTOR SHALL REMOVE AND SALVACEALL EXISTING CONFUCTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES CAUTION: seac�• l'--40'8. CONTRACT TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINEER PREPARING THESE PLANS 'WILL NOT BE RESPONSIBLE FOR, OR LIABLE eQ 0 20 40 CHANGES/COORDINATION. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE 'F t11�It� PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE TE pF ITHIS PLAN SHEET I ACCURATE FOR STAGE CaNSTf UCMON WORK ONLY PLANS 1"11 BY YIN BY Y REVISIONS APPROVED DATE REFERENCES DATE L DISTRICT APP"Rt}VALS CITY OF EN CIN I TAS ENGINEERING DEPARTMENT DRAPING N I BENCHMARK SCALE SPECIAL v RT ,2 • 37.52 TRAFFIC CONTROL PLANS FOR: ---M EWL715 DATUM: NAVD a PLANS PREPARED UNDER SUPERVISION OF RECOM ED PPRCVE DESCRIPTION: RECORD OF SURVEY 18416 HORIZONTAL 40' 911231201 .@ ZS CITY OF ENCINITAS BRASS DISC IN NORTHEAST DATE: $Y. �{ (� (� �� CS- 633 CORNER OF DRAINAGE CURB IN ON EAST SIDE R.C.E. NU.' "'— EDWAR DANE 7/RC E WATT �TU� N �li✓�j � Il�I OF MANCHESTER AVENUE €I.1 MILE SOUTH OF THE / DATE: a !/ DATE: e 1/ 1 ♦ 7 #1 711 INTERSECTION WITH EL CAMINO REAL VERTICAL NA ENGINEER EXP. °� lZ R.C.E. NO.: 48971 WORK PROJECT No. CCE19 B SHEET 28 OF 37 FILE NAME: 2311-TC-11_C U:S.A.I. 002311 11-22-•11 AT„ MV LEGEND ! = CONE / PLASTIC DRUM STAGE SIGN WORK HOURS 9: 00 AM TO x: .30 PM TRAFFIC ON EXISTING R®A FLASHING ARROW SIGN WORK DATES TO CONSTRUCT, FORCE MAIN PIPE LINE DIRECTION OF TRAVEL TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE = DIRECTION OF TRAVEL E 1 AND III BARRICADE = FLAGGER = WORK AREA 48"X487 MAD 36"X1 " wow M END ROAD W= W20-1 G20-2 36"X1 " ROAEND D WORK 0 ��� G20-2 1 S CONES 25' MAX, SPACING 3 FLAGGER � FLAGGER NOTES- a6"X46" rTI m: Fri t CONTRACTOR SHALL PROVIDE FLAGGER IN THIS ROAD 12' MIN. 1 PHASE. RADIO CONTACT MUST BE PROVIDED A - -s - IF FLAGGERS DO NOT HAVE EYE CONTACT. — _ Fri _ 1-9 ap a 2. ILLUMINATED FLAGGER STATION SHALL BE W20-1 �, - - REQUIRED. 46"X 24"X24" <F>UD END spm re � BUFFER C17(CA) W20-1 "X18 N. 16"X16" � 'VAkILS 30"X3C}" LANE CLOSED 36X36" � *.,yam -_ C30(CA) ' RONJ7 AVE• °° AHEAD y �*�+ �! 36"x3 BE_ - + PREPARED W20-4 TO STOP 16"X16" 3Oa W3-4 2 4 W13-1 16"X16" 25 NOTES: 36"x36" MPH W13--1 1. THE CONTRACTOR 1S RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION. REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL 36"X36" CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) C9 CA 8 A DE 3, IN ADDITION TO THE CALIFORNIA 18 NIA MANUAL ON UNIFORM TRAFFIC- CONTROL DEVICES �� PRA PARED (LATEST VERSION) F THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLAC ENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 MPH WI 3-1 W3-4 THROUGH TTT OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE 16"X16" IN SIITUA11ON REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES CONSTRUCTION. 9PH 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES E APPROXIMATE, AND ADJUSTMENTS W13-1 MAY BE REQUIRED 70 MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 6. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF STRUCTIT ON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. I PROFESSIONAL �¢p ssloNR`� T< CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT ��' MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES CEO SCALE. l --400' 6, CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE .Of31SWAX 0 20 40 CHANGES/COORDINATION. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE 4g Oft I PHIS N'SHEET I ACCURATE FOR TALE CONS UCTION WORK ONLY P S REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT G I3Y DRa 13Y APPROVALS CITY F EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. ELEY: 37:82 PLANS PREPARED UNDER SUPERVISION OF RECOM °D APPROVED F DATUM: NAVD 88 DESCRIPTION: RECORD OF SURVEY 18418 HORIZONTAL 40' DATE: 11/2312011 BY: BY: f j`� CS- 633 Z5' CITY OF ENCINITAS BRASS DISC CORNER OF DRAINAGE CURB INLET ONNEAST SIDE ST 2 EDWARD NE LAWRENCE A WATT OLIVENHAIL�1 FORCE MAIN OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE R.C.E. N DATE U 30 u DATE: 0 INTERSECTION PATH EL CAMINO REAL VERTICAL NA ENGINEER EXP.: /z R.C.E NO.: 45971 WORK ROECT NO, CCE11 I3 SHEET 29 OF 37 FILE NAME: 2311-TC-12-C U..S.&I. 002311 11-14-11 AT, MV LEGENCIN C�DNE / PLASTIC DRUM = WORK HOURS m OO AM T � 3: 30 PM STAGE 3 SIGN = TRAFFIC ❑N EXISTING R❑AD FLASHING ARROW SIGN WORK DATES TO DIRECTION OF TRAVEL TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE CONSTRUCT: FORCE MAIN PIPE LINE mot = DIRECTION OF TRAVEL 4-+ = TYPE I AND III BARRICADE FLAGGER V = WORK AREA 24"X24" 24"X24" ROAD WOW Row wm 24"X24" SP um READ WWK 25 25 um{ C17(CA} C17 CA C17(CA) TYPE III BARRICADES WITH PORTABLE YELLOW FLASHING BEACON 36"X18" END _.__._ `� ROAD WORK I-- G20-2 h k _ F"1 36"X36 WORK MANCHESTER y A AHM ;#{ W20-1 • 24"X24" 24"X24" FLAGGED ' 24"X24" Row WORK Ron>9 WOW Row s Ulm Spm Lm 25 25 CONES 25' MAX. 30"X30" 25 C17(CA) C17(CA) SPACING C17(CA) LANE €a CLOSED C 30"X30" 30(CA) FLAGS R-_NOTES.- a' 1 k CONTRACTOR SHALL PROVIDE FLAGGER IN THIS CLOSED PHASE. RADIO CONTACT MUST BE PROVIDED 1pc� << C30(CA) IF FLAGGERS DO NOT HAVE EYE CONTACT, . ILLUMINATED FLAGGER STATION SHALL BE 9 REQUIRED. NO S. 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN THESE PLANS. 2> THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3, IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE. AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5. CHANNEUZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. UM11M TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROV AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS; MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN 44 �ss10ug1 REQUIREMENTS/STANDARDS OR FIELD DITIONS I PROFESSIONAL x`"04 HAty ��� 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES CAUTION: SCALE., r"=40' & CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE �*'� 0 20 40 CHANGES/COORDINATION. FOR, UNAUTHORIZED CHANGES TO OR_USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE IS PLAN SKEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY PLANS REVISIONS A RO ATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT �Slt�{EDY1 DRAM BY �� APPROVALS CITY OF' EN CI N I TAS ENGINEERING DEPARTMENT DRAWING CIO. t 1 •1 ELEV: 37,52 PLANS PREPARED UNDER SUPERVISION OF RECOMM D '°D PPR TRAFFIC CONTROL PLANS FOR: FORCE DATUM: NAF as 991 l O1? � CS 633 P4 DESCRIPTION: RECORD OF SURVEY 19416 417' 2,5" CITY OF ENCINITAS BRASS DI IN NORTHEAST HORIZONTAL DATE: BY' EDWAR NI BY WREN A WATT A CORNER OF DRAINAGE CURB INLET ON EAST" SIDE R.C.E. NO � 1� O ���� "^' OF MANCHESTER AVENUE 0A MILE SOUTH OF THE DATE: II // DATE: t♦ INTERSECTION IMTH EL CAMINO REAL VERTICAL NA ENGINEER 1 EXP.: R,C.E, NO,: 48971 WORK PROJECT Na. CCE31 B SHEET 30 OF 37 FILE NAME: 2311—TC-13_C U.S.Al 002311 11-14--11 AT, MV LEGEND, NOTE: � � ��:� CID N ACTOR SHALL INSTALL W20-1 AND G20-2 SIGNS FOR WORK HOURS 9: 00 AM To > 30 PM 3 0 = CONE PLASTIC DRUM NORTHBOUND 1 ON/OFF RAMPS AT 200' FROM LIMIT LINE SIGN WoR�C GATES TO TRAFFIC O EXISTING READ 48"X48 CONSTRUCT: FORCE MAIN PIPE LINE = FLASHING ARROW SIGN TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE ROAD = DIRECTION OF TRAVEL AHM "x1 " = DIRECTION OF TRAVEL W20-1 ROAD K - TYPE I AND III BARRICADE G20-2 36"X,36" 36x36" 36 x36- 48°X48" = FLASHER 36"X36" 6E � PREPARED R `11 km = WORK AREA T4 STOP o E Q TO STOP W3-4 W3-4 C9A(CA) W204 W20-1 18"X18" 18"x18" 18"X18" 15"x18" 18°x18" 25 2� 25 2 MPH MPH MPH IN MPH ` W13--1 W13-1 W13-1 W13-1 W13•--1 <*> ` 300' 300 300 Al 300' 8t SCALE: 1"=4t1' OD LS 12 t3 20 4t? yt' j tom * Lai �a "X24$' MA,I�CHES'TER AVE. V END 36"X1 " 2 END -i 24"X24" SPEED ROAD WQRK Roan C17(CA) G20-2 25 C17(CA) FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS ' PHASE. RADIO CONTACT MUST BE PROVIDED {� IF FLAGGERS DO NOT HAVE EYE CONTACT. ' 2. ILLUMINATED FLAGGER STATION SHALL B 24"X24" FLAGGER REQUIRED. R 36" " ROM O, ' O ji'+' ` ROAD 5 ( � G20-2 Cl 7(CA) ( 48#'X48" 24"X24" ROAD 24"X24" k z I SPEW MEAD SPEED UW V--v0 W20-1 _ Y r / / 24"00" 25 40 C17 CA KEEP ( ) y TYPE III BARRICADES WITH PORTABLE ' ""*"0' YELLOW FLASHING BEACON RIGHT NOTES- 0-5 R4-7a I. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, f REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN THESE PLANS. 2, THE APPLICATION OF THE "TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON U141FORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES + O" (LATEST VERSION) FOR THE SELECTION THE MOST APPROPRIATE DEVICES AND Q 24"X24" THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 RM WOW THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE SPEED uml IN SITUATION REQUIRING LANE CLOSURES OR DETOURING; THE VEHICLES IN VARIOUS AfANCHrSTrR A Mo STAGES OF CONSTRUCTION. 24"X24°° 017(CA) A. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST Wumm-11 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPIED MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL S CTION CONTRACTOR WILL BE REQUIRED TO ASSUME DEVICES (MU ) AND CITY TRAFFIC ENGINEER'S APPROVAL. 2 CONSTRUCTION PRACTICES, � SOLE AND COMPLETE RESPONSIBILITY FOR JOB StTE CONDITIONS DURING THE COURSE 1 5. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC C17(CA) OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD COOND17IONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION, PROVIDED SECURE COVER OVER CONFLICTING SIGNS LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL FSSSIOA44 PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN REQUIREMENTS/STANDARDS OR FIELD CONDITIONS Q� � PROFESSIONAL. 7, CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT '� x\ `�� � SCALE 9"=40' MARKERS AND IN CONFLICTING STING STRIPING AND PAVEMENT MARKINGS, C 3 UNAUTHORIZED CHANCES & USES � �� 4� 11S CAUTION: 6w CONTRACTOR TO COORDINATE WITH N TH COUNTY TR SIT DISTRICT F TRANSPORTATION pRl THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE CHANGES/COORDINATION. ,� C FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS CHANGES TO THE rgPs of CA1�4 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE THI'PLAN SHEET IS ACCURATE FOR ST CONSTRUCTION K ONLY P S. T14 REVISIONS OVED DATE R RENCES DATE BENCHM K SCALE SPECIAL DISTRICT o�la� My � BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 1 �L EEV: 37.52 PLANS PREPARED UNDER SUPERVISION OF RECOMM' Ip SRC cast PLANS F DATUM: NAVD 68 DE" IPTION: RECORD OF SURLY 88416 HORIZONTAL 40' DATE: 1112312011 BY: � BY:a 2.5 CITY OF ENCINITAS GRASS DISC IN NORTHEAST EDWAR HE EN A WATT FORCE�✓� �� T i CORNER OF DRAINAGE CURB INLET ON EAST SIDE R.C.E. N s u OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE DATE-- // DATE: 1 7 INTERSECTION N9TH EL CAMINO REAL VERTICAL NA ENGINEER EXP.: 30f ' R.C.E. NO.: 48971 WORK PROJECT NO. CCE11 B SHEET 31 OF 37 a. FILE NAME: 2311—TC-14—C UJ &A.1, 002311 11-3-11 AT, MV LEGENDII�► = CONE / PLASTIC DRUM WORK HOURS 9. 00 AM TO 3. 30 PM 1 A E 4 !� = SIGN _ FLASHING ARROW SIGN DATES TO TRAFFIC ON EXISTING R®A D = DIREC71ON OF TRAVEL TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE CONSTRUCT; FORCE MAI N PIPELINE = DIRECTION OF TRAVEL = x,a E I AND Ill BARRICADE O ��qq �p " ff 6»X1'8 3�a,X36 IEND FLAGGER ROAD WORK G2O_2 ROAD WORK WORK AREA AHEAD W2D-1 ROAD© K T10 G20-2 R e 24"X24" END �i. 'x 30"X30" 25 Spm UWT LANE C17(CA) � 24"'x30" CLOSED o 11 � 21 t KEEP as fi --op- C30(CA) • • • __�_ (/a s—a 24"X24" RIGHT • ® - s '°s► END Mss. • ITV R4-7o 25 - 40 r •�• 12 MVO D 24"00° • °` t 36"X36" KEEP .•�+r` Q ROAD RIGHT 4-7o TYPE III BARRICADE WITH R K p PORTABLE OW FLASHING MEAD _--- BEACON. (TYPICAL) VA 36"X36" 24"X24„ 16" 36"X6" T A V • • DETOUR AHEAD 2 END 5 .. 4 30. C DETOUR 17(CA) • AHEAD STOP W20-2 18""X18" 18'X1 W20-2 RI-1£3" � z-- MPH W13-1 CONES 25' MAX. ` MP 2 0' SPACING (TYPICAL) TEMPORARY UMIIT LINE W13-1 36"X36" 24"X24" DETOUR END AHEAD uxttr OTESa W20-2 sPUo C17(CA) i> THE CONTRACTOR IS RESPONSIBLE F TRAFFIC CONTROL DURING THE INSTALLATION, 18"X18" REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2 Z THE APPLICATION OF THE TRAFFIC CONTROL •DEVICES D THEIR PLACEMENT SHALL MPH CONFORM TO THE CALIF NIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 13-1 (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DAM MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5. CHANNELIZATION TYPE SHALL CONFORM TO THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CON71NUWSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. UMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONIRACTOR FARTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF UASIUTY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGENGE OF DESIGN �4FESStoya REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. I PROFESSIONAL 84 pl H,4 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING N CTING SIGNS, PAVEMENT F` ` ��'cr MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES N6,G60223 SCALE. 1"--40' CAUTIOW 1mi2 8, CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE D 20 40 CHANGES/COORDINATION. FOR; UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE pp CAa I IS PLAN SHEET IS ACCURATE FOR STAGE CONS RUC nON WORK ONLY PLANS. .x'15 VISIONS APPROVED DATE REFERENCES DATE BEN MARIE SCALE SPECIAL DISMIDT �cNEMyY � �� ` APPROVALS CITY OF' EN CI N I TA ENGINE: RING DEPARTMENT ORAlfttll�G NIA. ELEV! 37.52 PLANS PREPARED UNDER SUPERVISION OF REC MM " D 'D PROVE TRAFFIC tx ITRi PLANS FOB DATUM: NAVD M W DESCRIPTION: RECORD OF SURVEY 16416 HORIZONTAL 40' DATE. 1112312011 SY: __ £3Y: q 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWARD ANE EN A ATT j 77 [j j j; 3{ T v CORNER OF DRAINAGE CURB INLET ON EAST SIDE z� L }� j\I j AIN FORCE 4 C E 1� OF MANCHESTER AVENUE 0.1 MILE SOUTH OF THE R.C.E.RCE N DATE: I // DATE: « O INTERSECTION VATH EL CAMINO REAL VERTICAL NA ENGINEER EXP.: �Z 4S97j 2m R.C.E. NO.: WORK PROJECT NO. CCE11 SHEET 32 {}F 7 FILE NAME: 2311--TC-15-C U.S.A.I. 002311 11-14-11 AT, MV WORK HOURS 9: 00 AM TO ; 30 PM S LEGENDw TAGE 4 CONE J PLASTIC DRUM = SIGN WOR GATE TO TRAFFIC ON EXISTING ROAD D FLASHING ARROYO SIGN TO BE DETERMINED UPON TRAFFIC CONTROL. ISSUANCE CONSTRUCTi FORCE MAIN PIPELINE DIRECTION OF TRAVEL = DIRECTION OF TRAVEL ft{iA6 NARROW = E I AND III BARRICADE LANE p GGER W20-1 C12(CA) 18"X18 WORK AREA 18�X�18" h�1PH �l� MPH W13--1 W13-1 500' 600' 36'°X36" NARROW LAN£<C12(CA) - 18"X18 + MPH VApIFS W13--1 �r CHE S TER A Y 24"x30'° KEEP tc1 24"X24" 36"X18" END END RIGHT RI ° • • 25 ROAD WORK R4-7a SPMD UMIT G20-2 g CONES 25' MAX. , l 7(CA) SPACING (TYPICAL) a 24"X24°' Raw rmR4c C17(CA) TYPE }�FLASHIINGS BEACON, }431 x 30°X30 LANE CLOSED C30(CA) NOTES- 1. THE CONTRACTOR 1S RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL'ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. TI THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS' HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WTH GENERALLY ACCEPTED DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WELL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE S. CHANNELIZATION TYPE SMALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING S TY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL. BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFTSSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WIN PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN Esstok REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. PROFESSIONAL. �p4gg,Ly.HA/V, . 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES Sc USES AIQN: o. s poi+ * SCALE., 1"-40' 8. CONTRA TO COORDINATE NTH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGIN PREPARING THESE S 1MLL NOT BE ONSIBLE FOR, OR LIABLE � .061 D 20 40 ANGE sJC RDINATIONB FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE s CPI» o�� IIwM °~ PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE r'llg of CA��� THIS PLAN SNP T 1S ACCURATE FOR TAE CONSTRUCTION WYORK ONLY PLANS: TIO REmmw BY ORA BY BY . REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT` �Y APPROVALS - -CITY � E� �1 I'*11 � EI�CIh1EEI�II�IG DEPARTMENT ����+��� lyo: S £LEY 37.52 TRAFFIC CONTROL PLANS FOR: DATUM: .52 66 PLAINS PREPARED UNDER SUPERVISION OF RECOMM U *!WR!EN RO rl DESCRIPTION: RECORD OF SURVEY 16416 HORIZONTAL 40' DATE: 1112312011 B`l:G�-" BY; 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWAR E A WATT (� Tj }� u /� �{CORNER OF DRAINAGE CURB INLET ON EAST SIDE 3i ,� VLIVi.�2 �I i1 I FORCE �.°3I OF MANCHESTER A UE 0.1 MILE SOUTH OF THE R.C.E. NC.- GkATE: �� DATE: of INTERSECTION WITH EL CAMINO REAL VERTICAL NA ENGINEER EXP.: 48971 �. R.C.E. NC).: WORT, PROJECT Nf7, CCE11 B SHEET 33 C}F 37 FILE NAME: 2311—TC-16 C U.&kL 002,311 11-14-11 AT, MV LEGENDA = CONE / PLASTIC DRUM WORK HOURS 9: 00 AM TO 3: 30 PM STAGE = s►ON WORK DATES TO TRAFFIC [IN EXISTING LOAD _ FLASHING.ARROW SIGN TO BE DE MINED UPON TRAFFIC CONTROL ISSUANCE FORCE A� PIPELINE DIRECTI OF TRAVEL CONSTRUCT, DIRECTION TRAVEL TYPE I AND III BARRICADE 36"X1 B" 36"X36 ® V END ROAD K = FLAGGER G20--�2 ROAD WORK = WORK AREA AHEAD W20-1 36°'X18" 0 k END xl 24"X24 „ ROAD xx C20-2 wow 36"X3F> j um 25 FLAGGER NOTES; ROAD C17(CA) soo 1 . CONTRACTOR SMALL PROVIDE FLAGGER IN THIS WORK PHASE. RADIO CONTACT MUST BE PROVIDED AHEAD IF FLAGGERS DO NOT HAVE EYE CONTACT. 2, ILLUMINATED FLAGGER STATION SHALL BE W20-1 _ d�ls REQUIRED. 36"X36" 21'T 24"x30" - rq FLAGGER r ... .__._.._ _ — — r R4-7a —I C9A(CA) 24"00,FLAGGE CO 24"X2.4" KEEP i. 'a�' 36"X36" END RIGHT " 2 5 24"x30" R4-7o 24"x30" ROAD Spw LIMIT KEEP h Cl 7(CA) K RIGHT J VA E III BARRICADE WITH RIGHT W20-1 ,/� : • PORTABLE YELLOW FLASHING 18"X18" R4-7° ® *- c BEACON. (TYPICAL) R4-7a 3 35"X35" — j ' 12 4A1h1, FLAGGER " " 24"X24,: ''�`.• -- L 36 X36 a waac W13--•1 Y IT r FLAGGER C17(CA) C9A(CA) 18"X18" C9A(CA} m " CONES 25' MAX. W13-1 � SPACING (TYPICAL) 36"X36" 36 0X36" ROAD BE 24"X24 - WORK PREPARED AHEAD TO ST s+ma the 25 NOTES: W3-4 C17(CA) W20-1 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, 18"X18" REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. � 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL MPH CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES L W13-1 (LATEST VERSION) 3< IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO, T1 THROUGH 717 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. A. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITION& HOWEVER. ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (MUT ) AND CITY TRAFFIC ENGINEER'S APPROVAL. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5, CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS, UMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 5> ANY DELAY IN OBTAINING PUBLIC AGENCY AP OVALS. AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. PROFESSIONAL Q�ppESStoyq� �I.HA Fy 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFUCTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES a 1"-40SCALE.-CAUTION: � No.C�O�z;� SCALE.- w S. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGNEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE 00130112 '� 0 20 40 CHANGES/COORDINATION. FAR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE 4� C tt �� 04 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREP THESEpOF C� ��4 I I� P SFIEET I ACCURATE FAR STARE IV�TRt1CT1AN WARD ANLY PLANS. TIT DESIGNED BY DRAWN BY CHE BY 1 REVISI S A PROVED DATE RENCES DATE �ENCHI�ARIC SCALE SPECIAL DISTRICT Ifv Rr APPROVALS CITY OF EN Ci N i TAS ENGINEERING DEPARTMENT DRAWING NO, 1 ELEV: 37.52 TRAFFIC S DATUM: Nnw ee PLANS PREPARED UNDER SUPERVISION OF RECOMM )F PPROVF DES4IPTION: REC D OF sUR 1S4ts HORIZONTAL �w' %/ DATE: 1112312011 BY: BY: CS- 633 44 2.5 CITY OF DRAINAGE S B S DISC IN NORTHEAST J� ¢ EDWARD E NE E E A WATT N A TAT � O�2NER OF DRAINAGE INLET ON EAST SIDE R.C,E> No 11 ;� f ���l�l �®��� �L�11V OF MAN ESTER AVENUE 0.1 MILE SOUTH OF THE DATE: // BAT INTERSECTION WITH EL CAMINO REAL VERTICAL NA ENGINEER EXP.: j� 45971 R,C,E. NO.: WORK PROJECT NO. CCE11 B SHEET34 OF 37 FILE NAME: 2311-TC-17-C U.S.A.I, 002311 11-14--11 AT, MV LEGENDi WORD HOURS 9: 99 AM TO 3: 30 PM STAGE_ 5 0 = CONE / PLASTIC DRUM SIGN WORK DATES TO TRAFFIC IC ON EXISTING ROAD = FLASHING ARROW SIGN TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE CONSTRUCT; F®R C E MAIN I P E L I N E DIRECTION OF TRAVEL DIRECTION OF TRAVEL 38"X36" 36"X36'" TYPE 1 AND III BARRICADE • WO� _ FLAGGER 36"X36" AHEAD GE C9A(CA) W20-1 = WORK AREA TO STOP 18 X18 \1 MPH MPH W3-4 W13-1 W13-1 18"X18" 25 W13•-1 500' 500' Jtl IQ Ji n h VARIES MANCH STER AVE. 6"e,18" END ROAD WORK G20-2 l r�r ,g 24"X2a kp> END Wm WIT C17(CA} FLOGGER NOTES °* 1, CONTRACTOR SHALL PROVIDE FLAGGER IN THIS ` PHASE RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT, 2. ILLUMINATED FLAGGER STATION SHALL DE REQUIRED. N S$ 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICA71ON OF ALL SIGNING AND STRIPING SHOWN THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHAH CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR' DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF 'TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, Y ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5. CHANNEUZA110N TYPE SHALL. CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT +KITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFUCIIING SIGNS. LIMITED TO NORMAL WORKING HOUR% AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL G. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALI.EGED, IN CONNECTIO14 WIN PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGMCE OF DESIGN �tisslo►�n( REQUIREMENTS/STANDARDS OR FIELD CONDITION& PROFESS0NAL 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES CAUTION. , . izrot2p I1- SCALE. 1`40 & CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE y 0 20 40 CHANGES/COORDINATION. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF °��AtE 9 IS PLAN SHEET IS ACCURATE R STAGE CONSTRUCTION 1NOR 2NLY PLANS. TIS REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT °` =�Y BY APPROVALS CITY OF EN CI N1 °PAS ENGINEERING DEPARTMENT I�I��w�N� NO. E". 3 7.52 PLANS PREPARED UNDER SUPERVISION OF RE °OMMF D PROVED TRAFFIC PLANS DATUM: NAVD 88 +.J DESCRIPTION- RECORD ctF' SURVEY 78416 HORIZONTAL 40' DATE: 1913d209' 6Y: � 8Y: �Tu r }�� 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST EDWARD D NE E E WATT QZ,I�T{ l y ll � FORCE M��J CORNER DRAINAGE CURB INLET ON EAST SIDE 1 .��..,,tt1 � H �Ta R.C.E. NS2. lA �e // I/ ;o /l OF MANCHESTER AVENUE O,7 MILE SOUTH OF THE DATE: DATE: INTERSECTION WITH EL DOMINO REAL VERTICAL NA ENGINEER EXP.: _ 3'Q ��" R.C.E. No.: 48971 WORK PROJECT NO. CCE11 B SHEET 35 OF 37 FILE NAME: 2311—TC-18 C U.S.A., 002311 11-14-11 AT, MV GENDI • _ CONE j PLASTIC DRUM WORK HOURS 9: 00 AM To 3: PM ST 'a = SINN _ FLASHING ARROW SIGN WORK DATES T TRAFFIC ON EXISTING DIRECTION OF TRAVEL TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE C®I V T R U C T 1 FORCE M A I N PIPELINE = DIRECTION OF TRAVEL 36 X1 p y 3 -f-+ — E I AND III BARRICADE END 36"X18" 36"X6" ROAD FLAGGER G20-2 ROAD WORK -° WORK AREA r AHEAD CONTRACTOR IS RESPONSIBLE TO CLOSE THIS ACCESS IN ORDER TO 36"X18" /y CONSTRUCT THE REST OF PIPELINE END IN SAN EUJO WATER RECLAMATION ROAD FLAGGER NOTES: AND PARKING LOT, 36"X38" G20- 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS 30 x30" PHASE. RADIO CONTACT MUST DE PROVIDED BE PREPARED IF FLAGGERS DO NOT HAVE EYE CONTACT. 24"x30° '° STOP CLOSED " 30o 2. ILLUMINATED FLAGGER STATION SHALL BE KEEP W3-4 REQUIRED. 36"X36' RIGHT 30"X30" CLOSED C30(CA) 18"X18" f.: WORK FLAGGER •� R4-7a CANED MPH C30(CA) 30 9 > ROAD AHEAD 21 W13-1 SI j� R tx ' C30(CA) Ft PGC' . ' "._ : • W20— TYPE III BARRICADE WITH 12 !i•�N' PORTABLE YELLOW FLASHING BEACON. (TYPICAL) FLAGGER ro Q n 24"X24" a x1 ^^ .,•...... (� g qp + 36"X36" `J� END 36°'X36" 25H � SPACING (TYPICAL)TIMPAICAL) <*> SP BE N C17(CA) To�TOP } 24"x,30" VAR`£S KEEP W20-1 18"X18" W3-4 I30 36"X36" MEPH --- , 1 AI1Is RIGHT W13-1 NARROW • FLAGGER R4- 7a r C12(CA) W13-1 18"X18" 24'"x3O" MP N - O' CONES 25' MAX. KEEP f W13-1 SPACING (TYPICAL) 18"X18" 25 RIGHT 36"X36" MPH W13-1 R4--7a 18"X18" NOTE St C9A(CA) 25 I 1< THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, 18"X18" MPH REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2 W13-1 2. THE APPLICATION THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL MPH CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES W13-1 (LATEST VERSION) 3. IN ADDITION TO THE CAUFORNIAA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS, HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE VAIN GENERALLY ACCEPTED DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIIJTY FOR JOB SITE CONDITIONS DURING THE COURSE 8, CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA M UAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS, UNITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. T DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGUGENCE OF DESIGN OEesslo REQUIREMENTS/STANDARDS OR FIELD CONDITION& PROFESSIONAL ea t 7, CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFUCTING SIGNS. PAVEMENT MARKERS AND GRIND ALL CONFUC71NG EXISTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES `.7, CAUTION: No, C 22 SCALE. l'--40' S. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION THE ENGINIiiR PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE Exp.06130/1? 0 20 40 2 CHANGES/OOORDINAIION. PLANS MUST BE UNAUTHORIZED N TING AND MST BESAPPROVED BY THE PREPARER� E THEE �F��OF c THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY PLANS4 T10 DES "iGNED BY O RAIIIN BY CHE BY REVISIONS APPRD DATE -REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT My I RT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. *� V I r ELEV. 37,52 TRAFFIC CONTROL PLANS FORo DATUM; NAVD 88 PLANS PREPARED UNDER SUPERVISION OF RECOM i .D PPR4 DESCRIPTION: RECORD OF SURVEY 8498 40' 9 9]231201 1 CS- 633 a HORIZONTAL DATE. EIY; � BY 2.5 CITY OF ENCINITAS BRASS DISC IN NORTHEAST s� EDNfAR D ANE WREN E A WATT f �7 CORNER OF DRAINAGE CURB INLET ON EAST SIDE t5z✓ & $ ! OF MANCHESTER AVENUE' 0,1 MILE SOUTH OF THE R.C.E. N IN SECTION WITH EL,CAMINO REAL VERTICAL NA ENGINEER EXP.: j DATE: �� x46971 DATE: ;• R.C.E. NO.: WORK PROJECT NO. CCE1 16 SKEET 36 OF 37 FILE NAME: 2311—TC-19—C U.S,A.I. 002311 11-14-11 AT, MV LEGENDs STAGE = CONE / PLASTIC DRUM = SIGN TRAFFIC ON EXISTING ROAD = FLASHING ARROW SIGN CONSTRUCT: FORCE MAIN PIPELINE - ► = DIRECTION OF TRAVEL DIRECTION OF TRAVEL 36"X36" 36"X36" = TYPE I AND fit BARRICADE 36°'X36" ROAD WORK Q DET R AHEAD FLAGGER _ EAD DETOUR AHEAD W20®1 18"X18" A WORK AREA W20-2 of 18"X18" W20-2 �$ 18"X18" MPH m W13-1 W13-1 MPH W13-1 500. 500' 36"X35" 5C0' C9A(CA) �® 18"X18" 1A� h MPH \'� VARIES J"NCHESTER AVE, 24"X24" ri END 36"X18" END 25 Er R WORK G20-2 18"X16" C17(CA) —2 2 MP W13--1 Gr' 18"X18" 25 MPH CONES 25• MAX. W13-1 • SPACING (TYPICAL) FLAGGER NOTES: . CONTRACTOR SHALL PROVIDE FLAGGER IN THIS PHAE. RADIO` 9v x IF FLAGGERS OONOTCHAVE EYE CONTOACT 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2006 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. A. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS, HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL CONSTRUCTION CONTRACTOR AGREES THAT IN'ACCORDANCE WITH GENERALLY ACCEPTED DEVICES (BOY CE) AND CITY TRAFFIC ENGINEER'S APPROVAL. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 5. CHANNELIZATION TYPE SHALT: CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WTH FIELD CONDITIONS DURING THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN �FELSIOpgt REQUIREMENTS/STANDARDS OR FIELD CONDITIONS, I PROFESSIONAL .HAry 7. CONTRACTOR SMALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT AI �"y MARKERS AND GRIND ALL CONFLICTING EASTING STRIPING AND PAVEMENT MARKINGS. UNAUTHORIZED CHANGES & USES ea G6422' CAUTION' tyo. SCALE. 9"= tt' S, CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR TRANSPORTATION gyp'46i64,i2 Q c THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE * � e 20 40 CHANGES/COORDINATION, FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CHANGES TO THE � clviv e PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE ! IS P SHEET IS ACCURATE FOR T CCNSTRUCTICN i��1 ONLy P �' 2.I co — B BY DRAWING N�.REVISIONS CL C ITY N 5 U►1 ,i ZT ELEV: 37.52 PLANS PREPARED UNDER SUPERVISION OF REC MET~ PPROVE C CONTROL PLANS FOR DATUM: NAVD 88 Z DESCRIPTION, RECORD OF SURVEY 18416 HORIZONTAL 40' DATE: 1112312011 BY: Imer BY: ti.l G8"NER OFF ENCINITAS BRASS DISC CURB INLET ONNEAST SIDE EDWAR DAN£ EN £ A tj OJ,Ll Y E.L �I HAI FORCE MA R.C.E. N OF MANCHESTER AVENUE 4,1 MILE SOUTH OF THE DATE: �� � // DATE: f f �� f INTERSECTION WITH EL CAMINO R VERTICAL NA ENGINEER EXP.: 48971 R.G,E. NO.: WORK PROJECT NC, CCE11 B SHEET 37 C3F 37 _ FILE NAIME: 2311-TC-20-C U.S.A.L 002311 11-14-11 AT, MV