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7982Ckc-NERAL NOTES 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. S. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS do ELECTRIC COMPANY PRIOR TO n STARTING WORK NEAR COMPANY FACIU71ES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 1, NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 B. THE CONTRACTOR SHALL NOTIFY AT&T PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TELEPHONE: (619) 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE. FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA TELEPHONE (760) 633 -2709. D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 2 NOTICE FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE (760) 806 -2016 E. THE CONTRACTOR SHALL NOTIFY MCI WORLDCOM PRIOR TO STARTING WORK NEAR COMPANY 3' FACILITIES AND SHALL COORDINATE WORK WITH COMPANY REPRESENTATIVES. TELEPHONE - (909) 879 -2716. FOR LOCATION OF FIBEROP71C FACILITIES CONTACT MCI WORLDCOM. F. THE CONTRACTOR SHALL NOTIFY SOUTHERN CALIFORNIA GAS CO. 48 HOURS PRIOR TO STARTING WORK NEAR 12 -INCH GAS TRANSMISSION LINE. PLEASE CONTACT RICK MIRANDA, SOUTHERN CALIFORNIA GAS CO., AT (714) 349 -5504. 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. S. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL PROVIDE, TO THE CITY OF ENCINITAS, PROOF OF RECORDING. 12. ALL UNDERGROUND UTIUMES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND AND PAVING. 13. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. 14. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID -AS-BUILT- DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 15. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT APPROVAL BY THE CITY ENGINEER. 16. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. 17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. PLANS FOR THE CONSTRUCTION OF GRADE CROSSING IMPROVEMENTS AT LEUCADIA BLVD, IN THE CITY OF ENCINITAS THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: a. SEWERS ........ ............................... LEUCADIA WASTE WATER DISTRICT b. GAS do ELECTRIC ........................ SAN DIEGO GAS do ELECTRIC AND SOUTHERN CALIFORNIA GAS CO. c. WATER .......... ............................... SAN DIEGUITO WATER DISTRICT DIG ALERT d. TELEPHONE .. ............................... AT &T (800) 422 -4133 e. CABLE T. V ... ............................... COX CABLE THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON ALL CALLS FOR IN ECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1- 800 - 422 -4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WITHIN THE PUBLIC RIGHT -OF -WAY AND TO EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. 18. GRADING AND OTHER CONSTRUCTION EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. TO 7.30 A.M.. NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS UNLESS APPROVED BY THE CITY ENGINEER. 19. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. WROVEMEM 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. BASIS OF THE BEARING OF N74'57'09 0E ON LEUCADIA BOULEVARD AS SHOWN ON TRACT MAP NO. 4126 WAS TAKEN AS BASIS OF BEARINGS ON THIS MAP. Plans Prepared by: HCE 50813 DATE EXISTING FEATURES ° "" JMD HvMy- CAN RISER LeWDevebpm m ELECTRIC RISER HAX PUIp— IENO�E0e10i SWdurea 18895 E,N C A 21I MOS Tm.' ,k 91740SWn CIty MIOtlu9by�CA91T98 Trena�IBtAO HCE 50813 DATE EXISTING FEATURES WATER METER TELEPHONE RISER POWER POLE CAN RISER GUY POLE ELECTRIC RISER FIRE HYDRANT GUY WIRE ELECTRIC METER GAS VALVE PULL BOX GAS METER CAN PB MAIL BOX AIRVAC STORM DRAIN MANHOLE AIR RELEASE VALVE SIGN BLOWOFF SEWER MANHOLE SPRINKLER VALVE STREET LIGHT EDGE OF PAVEMENT TELEPHONE MANHOLE SEWER CLEANOUT WATER MANHOLE GUARD POST WATER VALVE TREE CMP PINE PALM EUCALYPTUS OLEANDER .O YUCCA n CYPRESS f) BUSH CACTUS ASPHALT CONCRETE (AC) PORTLAND CEMENT CONCRETE (PCC) AC ABEIFEW M - POINT OF REVERSED CURVE PRC ARHM - AASPHALT RUBBERIZED HOT MIX PVC - POLYVINYL CHLORIDE PIPE BC - BEGIN CURVE PVMT = PAVEMENT BW = BOTTOM OF WALL (R) = RADIAL BEARING CAB - CRUSHED AGGREGATE BASE RCP - REINFORCED CONCRETE PIPE CMP - CORRUGATED METAL PIPE READ. . = REQUIRED EC - END CURVE R/W RIGHT OF WAY EP = EDGE OF PAVEMENT SDRSD = SAN DIEGO REGIONAL EXIST. - EXISTING STANDARD DRAWINGS FH - FIRE HYDRANT ST LT STREET LIGHT FL - FLOWUNE TB TOP OF BERM FS - FINISHED SURFACE C TC = TOP OF CURB HORIZ. - HORIZONTAL T TW TOP OF WALL IE - PIPE INVERT ELEVATION UP = GUTTER UP VEGTR VERTICAL PCC - PORTLAND CEMENT CONCRETE (72.89) = = CROSS GUTTER EXISTING ELEVATION PCR - POINT OF CURB RETURN PP = POWER POLE TR - TOP OF RAIL CI - CAST IRON RAILROAD EMERGENCY 760= 966 =6700 =.eTr i N M ENCINITAS SAN ELIJo LAGOON CONTRACTOR'S RESPONSEIL" 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS VMICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING U71UTIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTIUTY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POT HOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (3) DAYS PRIOR TO THE START OF ANY CONSTRUCTION. VKAM MAP NOT TO SCALE SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 v* TITLE SHEET NTCD GENERAL NOTES CONSTRUCTION DETAILS GRADE CROSSING IMPROVEMENTS COAST HIGHWAY ROADWAY IMPROVEMENTS SIGNING AND STRIPING TRAFFIC SIGNAL PLAN EROSION CONTROL PLAN TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, SPECIAL PROVISIONS, APPENDIX A OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS, AND 2006 CALIFORNIA MUTCD. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3.00 P.M.TO 9:00 A.M. AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. 6. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS. PRIOR TO COMMENCING WORK. 8• ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. CONSTRUCTION NOTES EXISTING/PROTECT IN PLACE 2 ADJUST TO GRADE O3 SAWCUT, REMOVE EXISTING PAVEMENT do RECONSTRUCT 8" FULL DEPTH A.C. PAVEMENT OVER COMPACTED NATIVE CLASS 11 BASE. ® TRAFFIC SIGNAL -SEE SIGNAL PLAN O5 CONSTR ICT CURB AND GUTTER COMBINED PER SAN DIEGO REGIONAL STD. DWG. NO. G -2 OVER 6 THICK CL II BASE © CONSTRUCT L DOBE TA�N;,EFINISH - HEAVYYEBROOOOM BRUSH (SCOFIELD SYSTEMS OR EEQQUA )' G -7 O7 CONSTRUCT CURB RAMP PER SAN DIEGO REGIONAL STD. DWG. NO. G -27 ® CONSTRUCT PEDESTRIAN RAMP AS SHOWN ON SHEET 3 O9 CONSTRUCT MOUNTABLE CURB PER DETAIL ON SHEET 3 10 INSTALL PEDESTRIAN BARRICADE PER DETAIL "B" SHEET 3 11 INSTALL TUFF POST AND FIXED BASE ONTO MOUNTABLE CURB (36" YELLOW ROUND, 40" O.C.) 12 REMOVE PORTION OF EX. FENCE AND RECONSTRUCT END AS SHOWN 1© CONSTRUCT 4" A.C. PAVEMENT AS SHOWN 14 INSTALL 8' -11f LONG PRECAST CONCRETE PANELS (BY NCTD FORCES) 15 CONSTRUCT CURB RAMP PER DETAIL SHOWN ON SHEET 3 16 RELOCATE 17 REMOVE AND RECONSTRUCT PCC CROSS GUTTER SPANDREL AS SHOWN 18 REMOVE AND RECONSTRUCT TYPE A AC DIKE PER SAN DIEGO REGIONAL STD. DWG. NO. G -5 19 REMOVE EXISTING GRATING CATCH BASIN AND RECOMPACT AS SHOWN. ©0 CONSTRUCT V X 2' GRATING CATCH BASIN AS SHOWN. REMOVE INTERFERING PORTION OF EXISTING 24" RCP AND RECONNECT. 21 CONSTRUCT WOOD FENCE TO MATCH EXISTING AS SHOWN © REMOVE EXISTING AC DIKE SHOWN. ®3 TO BE RELOCATED (BY OTHERS) 2O REMOVE EXISTING CURB AND /OR GUTTER 2 REMOVE EXISTING SIDEWALK 2 INSTALL DETECTABLE WARNING STRIP © CONSTRUCT CURB RAMP PER DETAILS ON SHEET NO. 5, DETAIL NO. AS SHOWN ® REMOVE & RECONSTRUCT EXISTING LODGE FENCE AS SHOWN ® INSTALL 2 LAYERS OF KEY STONE WALL AROUND PLANTER AS SHOWN ® INSTALL SIDEWALK UNDERDRAIN PER SAN DIEGO REGIONAL STD. DWG D -27 31 INSTALL 12" X 12" GRATING AREA DRAIN ®2 INSTALL 2" SCH. 40 PVC SLEEVE ® COLDMILL 2" EXISTING AC PVMT. AND CONSTRUCT UNIFORM 2' AC OVERLAY ® CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STD. DWG. NO. G -1 Q CONSTRUCT TYPE B -1 CURB PER SAN DIEGO REGIONAL STD. DWG. NO. G -6 36 INSTALL 6" COBBLE STONES AS SHOWN FOR DRAINAGE FLOW DISSIPATER AND EROSION CONTROL MEASURES 1: 19 li_ .i_�_ lL� A. SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ( CALTRANS) STANDARD PLANS, STANDARD SPECIFICATIONS, THE PROJECT SPECIAL PROVISIONS, 2006 CALIFORNIA MUTCD, AND THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT STANDARD DRAWINGS AND SPECIFICATIONS, CURRENT EDITION. B. SIGNS SHALL CONFORM TO THE CURRENT CALTRANS SIGN SPECIFICATIONS, AND 2006 CALIFORNIA MUTCD. SIGN SIZE SHALL BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. C. TRAFFIC SIGN SHALL BE ON 2 INCH SQUARE GALVANIZED 'QUICK PUNCH" POST WITH 30 INCH ANCHOR SLEEVES, LENGTH AS NEEDED, UNLESS OTHERWISE INDICATED ON THE PLANS. D. TRAFFIC SIGN SHALL HAVE 3M DIAMOND GRADE REFLECTIVE SHEETING UNLESS OTHERWISE SPECIFIED AND HAVE GRAFFITI RESISTANT COATING. E. ALL PAINT WORK SHALL BE TRIPLE COATED AND BEADED, CONFORMING TO THE REQUIREMENTS SET FORTH IN THE STANDARD SPECIFICATIONS. F. ANY PRE -UNED STRIPING AND MARKING LAYOUT WORK SHALL BE VERIFIED BY THE CITY TRAFFIC ENGINEER PRIOR TO THE PLACEMENT OF FINAL PAINTED PAVEMENT STRIPING OR MARKINGS. G. ANY EXISTING CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS AND R.P.M.'S SHALL BE REMOVED AS REQUIRED BY WET SANDBLASTING (OR OTHER APPROVED METHOD). PAVEMENT SURFACES ARE TO BE FREE OF ALL REMOVABLE RESIDUE PRIOR TO APPLICATION OF PAINT. H. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN SECOND AND THIRD PAINT WORK COATING. 1. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SALVAGED EQUIPMENT IS NOT DAMAGED DURING THEIR OPERATIONS. MOVEMENT OF SALVAGED EQUIPMENT SHALL BE COORDINATED WITH THE CITY. ALL SALVAGED ITEMS SHALL BE DELIVERED TO THE CITY SERVICE YARD. wjw DIAL TOLL FREE -800-227-2600 AT LW M DAYS Bum YOU , REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT U" "' "`U UT UIiAY,71 nT (xiGGKGU 11T APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 443 AF&IeX-6 C 511;A CITY OF ENCINITAS SM #1024 PLANS PREPARED UNDER SUPERVISION OF RECOMM D PUBLIC IMPROVEMENT PLANS FOR: ELEV.- 178.543' (NAVD88) 2.5" CITY OF ENCINITAS DISC IN SIDEWALK IN HORIZONTAL N/A DATE: If 1111 Loij BY: BY: SOUTHEAST E, 37' QUANDRANT LEUCADIA BLVD. AND i D ARD W. D64NE11 Tr PETER OT ROBLES LEUCADIA BLVD AT NCTD RAIL CROSSING 0077- S 3' 0RFROM CURB FACE VERTICAL OF TRAFFIC SIGNAL, N A BY: 'LL -�/ SEE BoA AT _CFt R.C.E. NO.: O 1 DATE:- G�22I20i/ VERTICAL / DATE' z3 TITLE SHEET IGNATURE DATE ENGINEER EXP.: �L R.C.E. NO.: y�9��' R.C.E. NO.: f2-5 PC— WORK PROJECT NO. _ CMS08C SHEET 1 OF 8 `V T. i= c C a T S T i d S 3 z R a a d P i a c i z z c L L L. c Z c l 0 c t S S 1. c c c c a e c a R a d i c c C R n f a a c R r a S nV N O O " W isi I. d GENERAL NOTES JACK AND BORE GENERAL NOTES: 1. FOR ALL EMERGENCIES AFFECTING THE TRACK AND TRAIN SAFETY, CALL NCTD'S 24 HOUR 1. SEE NCTD GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. +97.678CR / SECURITY OFFICE AT (760) 966 -6700 2. THE CONTRACTOR SHALL LAYOUT THE PROPOSED JACK AND BORE PITS PRIOR TO THE COMMENCEMENT OF WORK. ONLY AFTER THE NCTD INSPECTOR HAS APPROVED THE CI 2. ALL PERSONNEL ENTERING THE RAILROAD RIGHT -OF -WAY SHALL COMPLY WITH NORTH o_ COUNTY TRANSIT DISTRICT (NCTD) REQUIREMENTS. FAILURE TO COMPLY WILL BE LAYOUT WILL THE CONTRACTOR BE ALLOWED TO BEGIN WORK. I / GROUNDS FOR TERMINATION OF WORK AND REVOCATION OF THE RIGHT -OF -ENTRY (ROE) R --- _v___ �W PERMIT. 3. JACKING AND RECEIVING PITS SHALL BE CONSTRUCTED OUTSIDE OF THE RAILROAD RIGHT -OF -WAY UNLESS OTHERWISE SHOWN ON THE NCTD APPROVED PLANS. - - - - - ~- 54.72FL\, °D 3. PRIOR TO THE START OF CONSTRUCTION AND AT THE CONTRACTOR'S EXPENSE, ALL PERSONNEL INCLUDING SUBCONTRACTORS AND THIRD PARTIES SHALL COMPLETE NCTD'S 4• AT NO TIME SHALL ANY CONTRACTOR BE PERMITTED TO CROSS ANY TRACK WITHOUT °' CONTRACTOR SAFETY TRAINING COURSE. CONTACT LEE KUHNS AT (760) 967 -2851 TO THE PERMISSION FROM THE RAILROAD FLAGMAN . > ARRANGE TRAINING. SAWCUT & JOIN // 1 ° ' = 5. ALL JACK AND BORE OPERATIONS WITHIN THE RAILROAD RIGHT -OF -WAY SHALL BE SAWCUT & JOIN I 4. THE ROE PERMITTEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, AND REVIEW COSTS AS PERFORMED CONTINUOUSLY ON A 24 -HOUR BASIS UNTIL WORK IS COMPLETED WITH A /' !n V REQUIRED IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7 AM TO 5 PM, MONDAY NCTD FLAGMAN AND INSPECTOR PRESENT AT ALL TIMES. SHOULD WORK BEGIN WITHOUT THE NCTD FLAGMAN AND INSPECTOR PRESENT THE WORK WILL BE HALTED - I i THROUGH FRIDAY, WILL BE CHARGED AT 1.5 TIMES THE STANDARD HOURLY RATE. I p i +7 . AND ANY CASING INSTALLED WILL BE ABANDONED IN PLACE, PRESSURE GROUTED FULL AND CAPPED TO THE SATISFACTION OF THE NCTD. 2.78 %� yt� 3 /" i f i 0 LT. �) ! �0155 5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE ROE PERMIT, PROJECT PLANS AND SPECIFICATIONS, AND THE JOB SITE NCTD 6. THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY FENCE ALONG THE RAILROAD N +1 1 FLAGMAN/EMPLOYEE -IN- CHARGE (EIC). THE NCTD FLAGMAN/EIC HAS SOLE RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. AT ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE FLAGMAN/EIC'S DIRECTION. OR ALONG THE EDGE OF PITS CLOSEST TO THE TRACK EXTENDING RIGHT -OF -WAY, , 100 FEET IN BOTH DIRECTIONS FROM THE PIT. r .84FS 53 ) JOIN 33 2' % - + 0 =19 +67 COAST U 6. ALL PERSONS ENTERING THE RAILROAD RIGHT -OF -WAY SHALL HAVE TAKEN THE NCTD 7. PITS SHALL BE FENCED ON SIDES. 2 SAFETY TRAINING COURSE AND SHALL HAVE THE NCM SAFETY STICKER AFFIXED TO THEIR 8. THE CONTRACTOR/PERMITTEE SHALL PROVIDE NCTD WITH AS -BUILT DRAWINGS PRIOR HARD HAT. TO THE RELEASE OF ANY DEPOSITED FUND BALANCE. �/ t 7. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD RIGHT -OF -WAY WITHOUT AC. 53 35FL DWY 2' I RIGHT -OF -ENTRY PERMIT, FLAG REQUESTS SUBMITTED TO NCTD, AND A NCTD FLAGMAN 9. THE CONTRACTOR SHALL SUBMIT TO NCTD FOR REVIEW, DRAWINGS AND CALCULATIONS FOR ANY SHORING THAT MAY BE INFLUENCED BY THE RAILROAD �-- 3� I 3 PRESENT DURING ALL CONSTRUCTION AND RELATED ACTIVITIES. 8. THE CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL AND THIRD PARTY PERMITS AS TRACKS. ALL DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND STAMPED BY A CALIFORNIA LICENSED CIVIL OR STRUCTURAL PROFESSIONAL ENGINEER. _ - _ -" -" - e - "- - - -- `- -- = - ='J I REQUIRED BY THE WORK. 10. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO NCTD FOR R/W C4 ci N I j 9. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT REVIEW, LOAD CALCULATIONS FOR THE PROPOSED JACKING CASING WITH APPLIED R OPERATOR TO HAVE CONSTANT AND DIRECT RADIO CONTACT WITH THEIR FOREMAN. THE FOREMAN WILL IN TURN HAVE CONSTANT AND DIRECT CONTACT WITH THE NCTD LOAD AS DEFINED BY COPPER E -80 WITH A 50% ADDED IMPACT LOAD. THE CALCULATIONS SHALL BE SIGNED AND STAMPED BY A CALIFORNIA LICENSED CIVIL OR as ON + 3 �' 4 FLAGMAN/EIC. STRUCTURAL PROFESSIONAL ENGINEER. 10. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON -SITE. WORK WILL BE TERMINATED BY NCTD SHOULD NO STAMPED PLANS BE ON -SITE. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND ALERT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AT THE SAME TIME, THE ;I CONTRACTOR SHALL NOTIFY NCTD FOR RAILROAD SIGNAL MARK -OUTS. I _, 55.50FS 11. THE CONTRACTOR SHALL CONTACT NCTD AT (760) 967- 2851 48 HOURS IN ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE ROE PERMIT. 12. ALL BACKFILLING SHALL BE AT 90% RELATIVE DRY COMPACTION. FOR AREAS WITHIN 19+25.82ECR JOIN C.& G. (, OR THAT AFFECT THE RAILROAD RIGHT -OF -WAY, THE CONTRACTOR SHALL SUBMIT A 5 ,< - SIDEWALK ( 5.32EG 65' 12. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB SITE IN COMPACTION REPORT PREPARED BY A CALIFORNIA LICENSED GEOTECHNICAL I 13' 52' ANY DIRECTION, AT ANY SPEED, AT ANY TIME, AND MAY STOP AND OCCUPY THE TRACK PROFESSIONAL ENGINEER PRIOR TO RELEASE OF ANY DEPOSITED FUND BALANCE. WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED PERIOD OF TIME. 13. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO NCTD 13. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCTD FOR REVIEW, A VERBAL DESCRIPTION OF THE WORK PROCESS INCLUDING SCHEDULED FLAGMAN. ACTIVITIES. LEUCADIA BOULEVARD (SOUTH) 14. ONLY THE NCTD FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERATIONS WITHIN THE 14. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY FACILITIES CONSTRUCTED ON THE RAILROAD RIGHT -OF -WAY. RAILROAD RIGHT -OF -WAY, DEBRIS, AND OTHER ITEMS NOT ORIGINALLY AT THE SITE DETAIL "B" PRIOR TO CONSTRUCTION AND SHALL NOTIFY NCTD THAT ALL CONSTRUCTION HAS 15. NCTD WILL ISSUE A RIGHT -OF -ENTRY PERMIT. BEEN COMPLETED. AFTER AS- BUILT'S HAVE BEEN RECEIVED, NCTD INSPECTS THE SCALE: 1"=10' CONSTRUCTION SITE AND SIGNS -OFF, NCTD WILL RELEASE ANY UNUSED DEPOSIT 16. THE EXACT LOCATION, SIZE, DEPTH, TYPE, AND NUMBER OF UTILITIES IS UNKNOWN. FUNDS. CONTRACTOR IS RESPONSIBLE FOR THEIR LOCATION. 15. THE CONTRACTOR OR CONTRACTING PARTY, SHALL OBTAIN ALL PERMITS NECESSARY FOR THE PROPOSED PROJECT INCLUDING BUT NOT LIMITED TO ENCROACHMENT, SWPPP, AND ENVIRONMENTAL PERMITS, AND THIRD -PARTY UTILITY PERMITS. 16. CONDUIT INSTALLED UNDER TRACKS SHALL BE A MINIMUM 36" DEPTH. ALL OTHER C!ONST MMIN NOTES AREAS WITHIN RAILROAD RIGHT -OF -WAY SHALL BE A MINIMUM 18" DEPTH. 17. THE CONTRACTOR OR CONTRACTING PARTY SHALL PROTECT IN PLACE EXISTING RAILROAD TRACK BALLAST AND SUBBALLAST MATERIAL DURING GRADING OPERATION. 20 ADJUST TO GRADE O3 SAWCUT, REMOVE EXISTING PAVEMENT & RECONSTRUCT 8" FULL DEPTH A.C. PAVEMENT OVER COMPACTED NATIVE CLASS II BASE 33 COLDMILL 2" EXISTING AC PVMT. AND CONSTRUCT UNIFORM 2" AC OVERLAY Plans Prepared by .JMD QROFESS /pN� a�A �re'o Boman( � RT . RANNIN01 ENOlEE7iNDIMNNOOABR Tft 13645EWtOwAvenW,3Nro113 T.k (p m CIIyMNWaq.CA911i8 rrenaportm:,n W N0. 50813 `a DIAL TOLL FREE (6Mi3Md13r TN N'6)3Y6:it3 Fax * * - 1-800-227-2600 "maAmegz.ca UNOERTHES 3 NO �T"lf' Cl V11- RX POF S Aym m BUM CA1 i JUAN A IN DI Z RCE IN 3 DATE M SOW KW OF SN" 0001M REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. /L shwol CITY OF ENCINITAS BM /1024 ELEV. 17 &543' (NAVD88) 2.5" CITY OF ENCINITAS DISC IN SIDEWALK IN SOUTHEAST OUANDRANT LEUCADIA BLVD. AND HORIZONTAL AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: / o / REC MME A VED BY: BY: Flo WARD - . 'DEA Ems' id/PETER CO R BLES PUBLIC IMPROVEMENT PLANS FOR: LEUCADIA BLVD AT NCTD RAIL CROSSING 0 0 7 7 - S X FROM S AVE, 3T EASTERLY of TRAFFIC SIGNAL 3' FltOM CURB FACE NONE SEE SOX sIN LEFT R.C.E. NO.: 13 DATE: (OIZZ1Zai/ DATE% 610,7111 NCTD GENERAL NOTES AND PAVEMENT CONSTRUCTION DETAILS VERTICAL ENGINEER � EXP.: o $D l R.C.E. NO.: 2237. R.C.E. NO.: WORK PROJECT NO. _CMSOBC - I SHEET Z OF S nV 1.5 NPS, GALVANIZED STANDARD PIPE c-� TOP OF SIDEWALK SAWCUT & JOIN CONSTRUCT 6" CLASS II AGGREGATE BASE 0) t in Ln 18" MIN I DETAL 'B' PEDESTRIAN BARRICADE PER CALTRANS STD. ES -7P TYPE I N.T.S. N 2, 5, 5, 30' f o HANDRAIL PER SAN DIEGO REGIONAL STD NO. M -24 e Loi C Q EXISTING GRADE DAYUGHT---' CL STREET 3' 1' T & JOIN 22' 33 I EXIST. PAVEMENT & BASE LEUCADIA BLVD TYPICAL SECTION N.T.S. 4' a B.5' Lf 6' I 59' 33 JT EXIST. PAVEME3 &BASE _ CONSTRUCT 6" CLASS 11 AGGREGATE BASE COAST HIM TYPICAL SECTION N.T.S. CONSTRUCT 6" CLASS II AGGREGATE BASE ' © i CURB RAMP DETAIL Z Qv SCALE: 1 " =10' TOP OF TYPE A WALL N) TYPE A WALL PER SAN DIEGO IST. GRADE (1TYp,) 6 5 3 REGIONAL STD NO. C -9, H =2' DAYLIGHT EXIST. GRADE CONSTRUCT 6" CLASS II ACTION A -A DAYLIGHT AGGREGATE BASE 8 N.T.S. TYPE A WALL PER SAN DIEGO HANDRAIL PER SAN DIEGO REGIONAL STD N0. C -9,. H =2 / 15' REGIONAL STD NO. M -24 (TYP.) PEDESTRIAN DETAIL i ,2 -9" NOT TO SCALE U 2' 5' 5' 5' DAYLIGHT r � F 1 Z Plans Prepared by Z ? J U IN No JMD QROfESS /pN�/ k. .11 DAYLIGHT EXIST. GRADE ��y�RTTpa� " Seil N.NMNOI ETiWIF&WIOIEpNV0EM9tf T, `? `-' i 12 6 TYPE A WALL PER SAN DIEGO REGIONAL CbdMee1G.CA91ue•SuMY1t ('�� of STD NO. C -9 H =2' TYP c "af menm.cn3na3 rre�rea�lanroo W RO. 50813 � � TYP. F.. * * 6 N 840 IS DN OF: E, CIV11• ���! EXIST. GRADE ^�� �B 60 (-7 (l OF CA\.�F o DlN RCE 5M13 DATE •`•T•S• REVISIONS -- APPROVED DATE REFERENCES DATE BENCHMARK SCALE L 3 is 1 CITY OF ENCINITAS SM #'1024 ELEV: 178.543' (NAVD88) 2.5" CITY OF ENCINITAS DISC IN SIDEWALK IN HORIZONTAL AS NOTE[ SOUTHEAST QUANDRANT LEUCADIA BLVD. AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL, 3' FROM CURB FACE VERTICAL NONE CL STREET ( Q v 12" 4" R -4" R =1" M A A d • A a c �. s m OUNTAB R =1" `- CLASS II BASE LE CURB DETAIL NOT TO SCALE LEUCADIA BOUL DETAIL "AE' EVARD i p I Z) i W Q I z Q' U 'I { 90 CONSTRUCT MOUNTABLE CURB PER DETAIL ON SHEET 3 33 CONSTRUCT " UNIFORM 2" AC OVERLAY 10 INSTALL PEDESTRIAN BARRICADE PER DETAIL "B" ON SHEET 3 DIAL TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU IN UIEI909n SEANCE NEW OF 90UIIEWI CKiOWN SAN DIEGUITO WATER DISTRICT SCALE: 1 " =10' Ur%P%VM UT �,t%,RtU UT CONSTRUCTION NOTES DRAWING NO. 10 EXISTING/PROTECT IN PLACE 11 INSTALL TUFF FIXED BASE MOUNTABLE CURB R IU A VED PUBUC IMPROVEMENT PLANS FOR: ROUND 0 20 ADJUST TO GRADE LEUCADIA BLVD AT NCTD RAIL CROSSING 0077 —SI SEE aox AT t-"r R.C.E. NO.: 50013 12 REMOVE PORTION OF EX. FENCE AND RECONSTRUCT END AS SHOWN 0 SAWCUT, REMOVE EXISTING PAVEMENT & RECONSTRUCT 6" FULL ENGINEER EXP.: 9/30 /zo�� R.C.E. NO. :, 1!8971 , R.C.E. No.: 12M WORK PROJECT NO. _CMSOBC DEPTH A.C. PAVEMENT OVER COMPACTED NATIVE CLASS II BASE 13 CONSTRUCT 4" A.C. PAVEMENT AS SHOWN O5 CONSTRUCT CURB AND GUTTER COMBINED PER SAN DIEGO REGIONAL 14 INSTALL 8' -1:4" LONG PRECAST CONCRETE PANELS (BY NCTD FORCES) STD. DWG. NO. G -2 OVER 6 THICK CL II BASE © CONSTRUCT * COLORED CONCRETE SIDEWALK PER SAN DIEGO 15 CONSTRUCT CURB RAMP PER DETAIL SHOWN ON SHEET 3 V 21 CONSTRUCT WOOD FENCE TO MATCH EXISTING AS SHOWN COLOR =ADOBE TAN FINISH = HEAVY BROOM BRUSH (SCOFIELD SYSTEMS OR EQUAL) ® REMOVE EXISTING CURB AND /OR GUTTER 7O CONSTRUCT CURB RAMP PER SAN DIEGO REGIONAL STD. DWG. NO. G -27 ©5 REMOVE EXISTING SIDEWALK © CONSTRUCT PEDESTRIAN RAMP AS SHOWN ON SHEET 3 © INSTALL DETECTABLE WARNING STRIP 90 CONSTRUCT MOUNTABLE CURB PER DETAIL ON SHEET 3 33 CONSTRUCT " UNIFORM 2" AC OVERLAY 10 INSTALL PEDESTRIAN BARRICADE PER DETAIL "B" ON SHEET 3 DIAL TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU IN UIEI909n SEANCE NEW OF 90UIIEWI CKiOWN SAN DIEGUITO WATER DISTRICT Ut "RJNW 0T Ur%P%VM UT �,t%,RtU UT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF R IU A VED PUBUC IMPROVEMENT PLANS FOR: DATE: 611741011 BY: &YWARD DEAN r PETER COT RA RA oBLES COTA- LEUCADIA BLVD AT NCTD RAIL CROSSING 0077 —SI SEE aox AT t-"r R.C.E. NO.: 50013 PATE: 2i O// E DATE: CONSTRUCTION DETAILS ENGINEER EXP.: 9/30 /zo�� R.C.E. NO. :, 1!8971 , R.C.E. No.: 12M WORK PROJECT NO. _CMSOBC 1 SHEET 3 OF 8 9 +00 .. 10 +00 11+00 CONSTRUCTION NOTES SEE MAIL *A* ON SHEET 2 NOTE $ 65' T 25' x 5 ' 25'.,ivd 0 EXISTING /PROTECT IN PLACE 33 COLDMILL 2" EXISTING AC PVMT. AND STA. =CURBLINE STA. (BOTH SIDES) I - `� ate+ ,,, ,� 1 ;' 2 , 16 — _ CE O CONSTRUCT UNIFORM 2" AC OVERLAY . • j ga�A m zgo 1 I O2 ADJUST TO GRADE " ( T e +. ,.'� 36 INSTALL 6 COBBLE STONES AS SHOWN 40 t� N r ° +- `c w i I O3 SAWCUT REMOVE EXISTING PAVEMENT &RECONSTRUCT 8" FULL FOR DRAINAGE FLOW DISSIPATER AND * SEE TRAMC SIGNAL MODIFICATION PLAN I I N o J u EROSION CONTROL MEASURES (BY OTHERS) I I 1 ro DEPTH A.C. PAVEMENT OVER COMPACTED CL II NATIVE BASE 0 5 �+ r cQi o + J 3 INSTALL 4" SCH. 40 PVC SLEEVE LENGTH PER PLAN -r 4 2 ►= I o o,i ® TRAFFlC SIGNAL - SEE SIGNAL PLAN ®�" S0 CONSTRUCT CURB AND GUT7,ER COMBINED PER SAN DIEGO REGIONAL 38 INSTALL 2" WATER SERVICE AND METER,4'CATHOOIC PROTEC ftON, AND BACKPLOvJ PREVENTEF , 41 5r N a N 24.75' STD. DWG. NO. G -2 OVER 6 THICK CL II BASE. - WA°C A ' _ NO.-'WS-02) WC-1 -1, - O 1. SEE NOTE S'F -t-ow. >� �— 2 13 i 2` 1 / O CONSTRUCT 4" COLORED CONCRETE SIDEWALK PER SAN DIEGO ® //Y5'�llLL �, aTE $TOPPf,�T,1 N OWNE DATA W 7 -- - ( / m z fY 19' REGIONAL STD. DWG. NO. G -7. I ' �� a oA COLOR = ADOBE TAN _ 6 FINISH = HEAVY BROOM BRUSH (SCOFIELD SYSTEMS OR EQUAL) ,y 5 1 .,4T1 of I x. _ <. II, INDICATOR PIPE O N0. G 27 CONSTRUCT QO /•C RAMP /EO PER SAN DIEGO REGIONAL STD. DWG. (i I_ � �, �, ® CONSTRUCT PEDESTRIAN RAMP AS SHOWN ON SHEET 3 LIMITS OF PHASE I WORK I, " i ' "�✓ - 4).. Erl w, I ® a" O CONSTRUCT MOUNTABLE CURB PER DETAIL ON SHEET 3 zt ® R D L T A 30' 90'00'43" 47.13' 30.01' B 30' 89'58'26" 47.11' 29.99' C 30' 89'59'35" 47.12' 29.99' D 1 30' 1 90'00'43" 1 47.13' 30.01' 0o G - —. ^- _ / I 165.43FS� i"--HP —' 10 INSTALL PEDESTRIAN BARRICADE PER DETAIL "B" AS SHOWN ON SHEET 3 TM4GENT L.EN0TH ]L i LIMITS OF PHASE II WORK / — BAND, 11 INSTALL TUFF POST AND FIXED BASE ONTO MOUNTABLE CURB (36" YELLOW ROUND, 40" O.C.) SEE SHEET NO. 5 --� ( 5 90FS G.V. ' 75' 3 f L2 'rn " ° II W q 0 WCUT JOIN Plans Prepared by A JMD 18645 Eeal Gale Ave .SWU, 212 CM/ Of Megan, CA 91148 (6]6)8]0.1131 Tal ffl=82PR B Far 2 + o dt I ( 11 38' °f' M II 11+ ��' 11 38 i INT. = 12 REMOVE PORTION OF EX. FENCE AND RECONSTRUCT END AS SHOWN _ 9 +75 U lA:BL . 1+2 #.96 LEUCA U BLVD. . � N N � r7 � N 20 +00. I 3 1 i - 9 10'' 10' c n = • I I 20 +00 LCAM, AVE. ,' 13 CONSTRUCT 4" A.C. PAVEMENT AS SHOWN _ _jJ a _ y *�0 _ S �_ _ _ -R_ _ i, o _ _ N74• _0 �_ _ 14 INSTALL 8' -1J4" LONG PRECAST CONCRETE PANELS (BY NCTD FORCES) Tl N I .N o (rN M 9 15 CONSTRUCT CURB RAMP PER DETAIL SHOWN ON SHEET 3 LEY' CAD IA $J +J' �, J q BOULEVARD r= ►- M r- C JOIN r + 3 iv `+ m o iv '� I I 3 o L 9 _ 16 RELOCATE 65 5 o,M ° 9 v, r, 'w 1r� �M t 57.55 %.% 17 REMOVE AND RECONSTRUCT PCC CROSS GUTTER � � 3 2 / I PROO PROTECT IN PLACER SPANDREL AS SHOWN E 6 1` 17 18 REMOVE AND RECONSTRUCT TYPE A AC DIKE PER SAN DIEGO NOTE - Lot4TS+.a.c roR SHAT -� CoNNEc-r j 20'', �' a 1 P REGIONAL STD. DWG. NO. G -5 T I E 2 �� WV TO WATER MA /N tN NCTp ROW 2 REMOVE EXISTING GRATING CATCH BASIN AND 10 24- //� o �� ff w) 19 0E`IOND THE 2!d +` STEEL CASIN 3 a+ DRNf RECOMPACT AS SHOWN. ,� 3 i a �' jp v l 64.13 64. THAT EXTENDS APPROY- IMPSE�y 25' t cA►pFN T n J _.. 10 �� 36 �� �� �, _ ON EITHERSIDE FROM TRAU. CENTER- ° "° ;` 52 21 CONSTRUCT WOOD FENCE TO MATCH EXISTING AS SHOWN Rad�k,aW 1 L%NE. WATER MEI•E.QAND IA" PVC- 61re�- j 4° «° c:;i s oc f / © REMOVE EXISTING AC DIKE SHOWN. SL -FIVE 1- OC&TInN -lo BE ADwS-1'ED Tieffi .I / O Tea'ad C.i 1 1 ✓j I (; I 5 p ©3 TO BE RELOCATED (BY OTHERS) AS NECESSAeV .STEEL CASINta J. (m !7 !f I of �x� •' 20+00! ,+ +' DEPTH A4PRox 10'. LoNT2a.CloRrto SCALE: 1 " =20' z °��; I, 3 3, 50 f NGTD?R 0' 1 . 1 P , 6 •3. n OBTAIN FROM SDWD REW&D DWEI 4. 0 20 40 RCE 59613 GATE I _ No�4c Wm ICON EX . AC DIKE 6CF "REV,~11vE Pio N1D ISSVE PRO4)6�' 3 o3- I°►S`1• REVISIONS _^ " FROM TO L BEAFM BENCHMARK 1 20 +60 20 +72.92 12.92' N15'O6'54"W CONC CURB 2 9 +74.97 9 +90 15.03' N74 57'09 "E CONC CURB 3 10 +10 10 +25 15' N74'57'09 "E CONC CURB 4 20 +60 20 +65.77 5.77 N15!06'54"W TYPE A AC DIKE 5 9 +82.96 9 +90 7.04' N74'57'O9 "E CONC CURB 6 10 +10 10 +25 15' N74'57'09 "E CONC CURB 57.55 %.% 17 REMOVE AND RECONSTRUCT PCC CROSS GUTTER � � 3 2 / I PROO PROTECT IN PLACER SPANDREL AS SHOWN E 6 1` 17 18 REMOVE AND RECONSTRUCT TYPE A AC DIKE PER SAN DIEGO NOTE - Lot4TS+.a.c roR SHAT -� CoNNEc-r j 20'', �' a 1 P REGIONAL STD. DWG. NO. G -5 T I E 2 �� WV TO WATER MA /N tN NCTp ROW 2 REMOVE EXISTING GRATING CATCH BASIN AND 10 24- //� o �� ff w) 19 0E`IOND THE 2!d +` STEEL CASIN 3 a+ DRNf RECOMPACT AS SHOWN. ,� 3 i a �' jp v l 64.13 64. THAT EXTENDS APPROY- IMPSE�y 25' t cA►pFN T n J _.. 10 �� 36 �� �� �, _ ON EITHERSIDE FROM TRAU. CENTER- ° "° ;` 52 21 CONSTRUCT WOOD FENCE TO MATCH EXISTING AS SHOWN Rad�k,aW 1 L%NE. WATER MEI•E.QAND IA" PVC- 61re�- j 4° «° c:;i s oc f / © REMOVE EXISTING AC DIKE SHOWN. SL -FIVE 1- OC&TInN -lo BE ADwS-1'ED Tieffi .I / O Tea'ad C.i 1 1 ✓j I (; I 5 p ©3 TO BE RELOCATED (BY OTHERS) AS NECESSAeV .STEEL CASINta J. (m !7 !f I of �x� •' 20+00! ,+ +' DEPTH A4PRox 10'. LoNT2a.CloRrto SCALE: 1 " =20' z °��; I, 3 3, 50 f NGTD?R 0' 1 . 1 P , 6 •3. n OBTAIN FROM SDWD REW&D DWEI 4. 0 20 40 RCE 59613 GATE I _ No�4c Wm ICON EX . AC DIKE 6CF "REV,~11vE Pio N1D ISSVE PRO4)6�' 3 o3- I°►S`1• REVISIONS _^ " APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. sf�a /� ELEV. OF ENCINIT(N VD #) ELEV: 17as43' (NAw66) 2.5" CITY OF ENCINITAS DISC IN SIDEWALK IN SOUTHEAST QUANDRANT LEUCADIA BLVD. AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL, 3' FROM CURB FACE HORIZONTAL 1 " =20' "_ • VERTICAL 1 -4 PLANS PREPARED UNDER SUPERVISION OF DATE: �E���2b // .SEE SOX AT L4i1 R.C.E. NO.:S S/3 ENGINEER EXP.: 9/.90/20/! RE MM D VED BY: ? BY: Po6VA/PD EA/YE -�L .Bi r PETER COTA- ROBLES DATE: /tL�ZO // DATE: 6 ,ZZ3,1/� R.C.E. NO.: ��4> % - -� R.C.E. NO.: $27PS' PUBLIC IMPROVEMENT PLANS FOR: LE U CADIA BLVD AT N CTD RAIL CROSSING GRADE CROSSING IMPROVEMENTS WORK PROJECT N0. _ C _M_SO_BC __ 0 0 7 7 - S I 1 SHEET 4 OF 8 ON. TAN _ _ U G ^ + 18 +00 CURVE DATA Q R D L T E 15' 89' 12'49" 23.36' 14.80' F 5' 89057'17" 7.85' 4.99' G 15' 89048'07" 23.51' 14.95' H 30' 91'09'29" 47.73' 30.61' Plans Prepared by .: JMD ww«xo l EN01lIEERMD I MNNOENB4f UNDER REVISIONS , WIC I� ox _ 1 212� 41/4 EXIS' i 18 +00 W G 19 +00 C� COAST L in 33 N P OZZ 04 3 cp N N _ -- _ -- -. -- - -- - SAWCUT d JOIN N 4 cfvll Hoh- e Rell 8w�- T.ft Tenant TRnapoRatbn RCE 50813 DAfE APPROVED I DATE NCTD R/W REFERENCES DATE I BENCHMARK CITY OF ENCINITAS BM /1024 ELEV.- 178.543' (NAVD88) 2.5" CITY OF ENCINITAS DISC IN SIDEWALK IN SOUTHEAST QUANDRANT LEUCADIA BLVD. AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL, 3' FROM CURB FACE 4-- DE 28' E/O E 20 +00 4F NC � � 5' N y L =24.36' 1 W M 4 ®ilwa.I 10 3 (55.44 FSj 5 4 a 3 3, 4. INT. 19+67 (COAST 5 9 +24.96 (W. LEUCADU 4 rml HIGHWAY ► Nz INT. um -- - - j_ r \ r� m 1. N SCALE HORIZONTAL 1 . =20' VERTICAL 1" =4' \ \N Q e I y w J SAN DIEGUITO WATER DISTRICT f �I 19 +00 1 SEE SHEET NO. 2 —� 4 2 FOR PAVEMENT N CONSTRUCTION DETAIL 2 I w I LIMITS OF PHAdE II WORK i + o 9I I CD R/W 6 5 18 +00 W G 19 +00 C� COAST L in 33 N P OZZ 04 3 cp N N _ -- _ -- -. -- - -- - SAWCUT d JOIN N 4 cfvll Hoh- e Rell 8w�- T.ft Tenant TRnapoRatbn RCE 50813 DAfE APPROVED I DATE NCTD R/W REFERENCES DATE I BENCHMARK CITY OF ENCINITAS BM /1024 ELEV.- 178.543' (NAVD88) 2.5" CITY OF ENCINITAS DISC IN SIDEWALK IN SOUTHEAST QUANDRANT LEUCADIA BLVD. AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL, 3' FROM CURB FACE 4-- DE 28' E/O E 20 +00 4F NC � � 5' N y L =24.36' 1 W M 4 ®ilwa.I 10 3 (55.44 FSj 5 4 a 3 3, 4. INT. 19+67 (COAST 5 9 +24.96 (W. LEUCADU 4 rml HIGHWAY ► Nz INT. um -- - - j_ r \ r� m 1. N SCALE HORIZONTAL 1 . =20' VERTICAL 1" =4' \ \N Q e I y w J SAN DIEGUITO WATER DISTRICT f �I 55.49 FS 4 � a SA UT &JOIN I �G- ©4 REMOVE EXISTING CURB AND /OR GUTTER _ m 0 REMOVE EXISTING SIDEWALK 35 ® TRAFFIC SIG CONSTRUCT CURB RAMP PER DETAILS ON SHEET NO. 5 + 4 4 � RAMP N0. AS SHOWN 3 a I V`°J REMOVE do RECONSTRUCT EXISTING LODGE FENCE AS SHOWN `'03 03_ _ 21+00 - OD N15 - 30 INT. 31 " AMON 9 +24.96 LELMIA BLVD.(N)) 3© INSTALL 2 -,,i` SCH. 40 PVC SLEEVE rCiC_ \ N 33 COLDMILL 2" EXISTING AC PVMT. AND I CONSTRUCT UNIFORM 2m AC OVERLAY CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STD. DWG. NO. G -1 PROFILE SCALE HORIZ: 1" = 20' VERT. 1" = 4' m\ EXISTING BLOCK WALL PROTECT IN PLACE BGR.. A/2 I w RETAINING CURB I 2.0% =� WAD R/W 35 CONSTRUCT TYPE B -1 CURB PER SAN DIEGO REGIONAL STD. DWG. NO. G -6 CURB RAMP NO, 2 CURB RAMP NO. 3 EE NO I WORK 1 " =10' 1 "-10' SEE SHT Ll� �I DIAL TOLL FREE SCALE: 1 "=20' 1-800 - 227-2600 AT VW YOU IN IN 0 2 4o WOMW M sty AM W XURM cry DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC M D A ROVED PUBLIC IMPROVEMENT PLANS FOR: DATE: �11;I 2011 BY:�F -EL OGLES LEUCADIA BLVD AT NCTD RAIL CROSSING 0077 -SI •S6e Box A7 LEFT. R.C.E. NO.: SO 01-3 DATE: (o /t2 �Z0�7 ENGINEER DATE: 23 �� COAST HIGHWAY ROADWAY IMPROVEMENTS EXP.: 1190/ Loll R.C.E. NO.: R.C.E. NO.: WORK PROJECT N0. — CMSOBC — 1 SHEET 5 OF 8 21+00 CONS'TRUICTM NOTES t Z ° + 2 Go 1 O EXISTING/PROTECT IN PLACE 21' 1 9' 1 ADJUST TO GRADE SAWCUT, REMOVE EXISTING PAVEMENT do RECONSTRUCT 8" FULL DEPTH A.C. PAVEMENT OVER COMPACTED CL II NATIVE BASE TRAFFIC SIGNAL - SEE SIGNAL PLAN • l a� N 50 CONSTRUCT CURB AND GUI VR COMBINED PER SAN DIEGO REGIONAL STD. DWG. NO. G -2 OVER 6 THICK CL II BASE ,° rl N0. - - - O CONSTRUCT 4" COLORED CONCRETE SIDEWALK PER SAN DIEGO aD II �4'' REGIONAL STD. DWG. NO. G -7 COLOR - ADOBE TAN A 6 FINISH - HEAVY BROOM BRUSH (SCOFIELD SYSTEMS OR EQUAL) 7 4 7D CONSTRUCT CURB RAMP PER SAN DIEGO REGIONAL STD. DWG. NO. G -27 - _ 10 INSTALL PEDESTRIAN BARRICADE PER DETAIL "B" AS SHOWN 55.49 FS 4 � a SA UT &JOIN I �G- ©4 REMOVE EXISTING CURB AND /OR GUTTER _ m 0 REMOVE EXISTING SIDEWALK 35 ® TRAFFIC SIG CONSTRUCT CURB RAMP PER DETAILS ON SHEET NO. 5 + 4 4 � RAMP N0. AS SHOWN 3 a I V`°J REMOVE do RECONSTRUCT EXISTING LODGE FENCE AS SHOWN `'03 03_ _ 21+00 - OD N15 - 30 INT. 31 " AMON 9 +24.96 LELMIA BLVD.(N)) 3© INSTALL 2 -,,i` SCH. 40 PVC SLEEVE rCiC_ \ N 33 COLDMILL 2" EXISTING AC PVMT. AND I CONSTRUCT UNIFORM 2m AC OVERLAY CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STD. DWG. NO. G -1 PROFILE SCALE HORIZ: 1" = 20' VERT. 1" = 4' m\ EXISTING BLOCK WALL PROTECT IN PLACE BGR.. A/2 I w RETAINING CURB I 2.0% =� WAD R/W 35 CONSTRUCT TYPE B -1 CURB PER SAN DIEGO REGIONAL STD. DWG. NO. G -6 CURB RAMP NO, 2 CURB RAMP NO. 3 EE NO I WORK 1 " =10' 1 "-10' SEE SHT Ll� �I DIAL TOLL FREE SCALE: 1 "=20' 1-800 - 227-2600 AT VW YOU IN IN 0 2 4o WOMW M sty AM W XURM cry DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC M D A ROVED PUBLIC IMPROVEMENT PLANS FOR: DATE: �11;I 2011 BY:�F -EL OGLES LEUCADIA BLVD AT NCTD RAIL CROSSING 0077 -SI •S6e Box A7 LEFT. R.C.E. NO.: SO 01-3 DATE: (o /t2 �Z0�7 ENGINEER DATE: 23 �� COAST HIGHWAY ROADWAY IMPROVEMENTS EXP.: 1190/ Loll R.C.E. NO.: R.C.E. NO.: WORK PROJECT N0. — CMSOBC — 1 SHEET 5 OF 8 I 0 a c 0 m 3 o! I I Q LIMITS OF PHASE II WORK != I V ' I LEUCADIA BOULEVARD R/W - - - - -- ----- - - - - -- ------- - - - - -- R5-1 R5 -1a 12 50 DOUBLE 11 __ —_ —o� YELLOW STRIPE 25' 18 19 ry I 90' ' 5' ri 25 � 1 1 i I I 18' 11' 11' 4' 1 14' 20 SNS o 15 4 I I 1 <: 101 I I EX. 1 ` PED BARRIC) (SEE CIVIL P 100' 0 R -25 6 / L , R W --- - - - - -- -- - ;W14-2 -- - - - - - -- i -- EX. R73 2(CA) w - LYL W14 -1 12 17 15 0 1 1 OM4 -1 12 I 13 EX. R1 -1 1 3 I 22 6 EX. OM1 -3 I 9 1 i7 7 EX. R61- 32(CA) _ B R14 -1, D -3 ® - -- N - - - -- - - - - - - - - -- - - °'- - -� —'- 7,, LEUCADIA BOULEVARD R/W EX. SNS EX. R5- 2,R20D -1 CA , R26 CA i 2 4 1 21 R EX. W10 -1 8 -8 12 EX. W10 -5P I EX. R13A(CA) o 15 � R/W ------- - - - - -- - -- — _ - - - -- - _------ _-- __---- - - - - -_ - I , W10 -1 12 � V PED BARRIC DI I E CIVIL H Q O' U \--PED 3ARRICADE CIVIL P 17' 12' 4' 12' 11' 12' 90' 65' I 1 i 25' I o' ry i I I I I ' 67' I _ 25' _ 42' I � z1 W1 � I I LIMITS OF PHASE I WORK _ F I 14' 1 ' 15' EX. W10 -1 -8 12 EX. W10 -5P � ' -- LEUCADIA BOULEVARD 1 14 16 I -- ------------------- - - - - -- R/W 12 RIO -7 - -- EX. R61(CA)(MOD) 12 W10 -1 a - EX. R26(CA) o c o V 6 ' I 0 N 1 4 LO 2 I 21 i� o Yc 3 LO 7 ---� I ° - - -- L — o - I — yez -if amvq ,�-- - - - -�- L------------- - - - - -! - - - - - -i R/W A 13' -1 20' , n z Q� U J 25' D 100, ' af CONSTRUCTION NOTES (THIS SHEET 14 INSTALL 12" WHITE EDGELINE AS SHOWN 15 INSTALL 12" WHITE CROSSWALK AS SHOWN PER CALTRANS STD. A24E 16 INSTALL 12" YELLOW CROSSWALK AS SHOWN PER CALTRANS STD. A24E 17 INSTALL 4" DIAGONAL WHITE LINE 5' 0 -C AS SHOWN 18 INSTALL 4" YELLOW EDGE LINE AS SHOWN SCALE: 1 " =20' 19 INSTALL SURFACE MOUNTED REFLECTORIZED CHANNELIZERS AS SHOWN. 0 20 0 40 Plans Prepared by: 20 RELOCATE SIGN AND POST TO NEW LOCATION SHOWN. MEMO JMD cwu QROFESS /ONq NOTE' °` "" ���oP��pRtiNO�Fy THE INFORMATION SHOWN HEREON DEPICTS THE SITE CONDITIONS 21 INSTALL NO PASSING STRIPE PER CALTRANS STD. A20A, DETAIL 22 yi 1 Ar Wl AR Soft 1MMU0BABa ire' "a �J 9� z AS OF THE DATE SURVEYED MAY 13, 2009 SEE TITLE SHEET FOR SIGNING AND STRIPING GENERAL NOTES DIAL TOLL FREE 13895 Eaei GeM Avenue, Sul1e 2/S Tanak V. m citywtwuft Gev93 Twsp �3en "' No. 50813 22 INSTALL LANE LINE EXTENSION PER CALTRANS STD. A20D DETAIL 41 r * RIGHT -OF -WAY LIMITS SHOWN HEREON ARE BASED ON RECORD 1- 800 - 227 -2600 j820.11 as mve.fm3laz.mm ,r Q INFORMATION AT LEAST TWO DAYS OF cxo BEFORE YOU DIG JUAN ea DiAZ ROE W13 DATE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Y REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. 5 Ti 1 CITY OF ENCINITAS BM #1024 PLANS PREPARED UNDER SUPERVISION OF RE _MM PUBLIC PUBLIC IMPROVEMENT PLANS FOR: ELEV. F ENCI3' AS BM 8) 1 " =20' „��[J SOU CITY OF ENCINITAS DISC IN SIDEWALK IN HORIZONTAL DATEr e,/j3y Z011� BY: � PETER OT — ROBLES LEUCADIA BLVD AT N CTD RAIL CROSSING 0 0 7 7 - S SOUTHEAST QUANDRANT LEUCADIA BLVD. AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL, EON7AQD F1. /OFANE 3' FROM CURB FACE VERTICAL N/A BY. SIGNATURE DATE fE � ENGINEER R.C.E. NO.: sosAs DATE: (olZZl261/ DATE: 1Y SIGNING AND STRIPING EXP.: 9130/ Z0 11 SHEET 6 OF 8 R.C.E. NO.: ��9�1: R.C.E. NO.: B� %1� WORK PROJECT N0. CMS08C y*' I ❑1 REMOVE EXISTING STRIPING OR PAVEMENT MARKING BY WET SANDBLASTING F2 INSTALL 2' WIDE THERMOPLASTIC LIMIT LINE PER CALIFORNIA MUTCD SECTION 88.21 F3 INSTALL THERMOPLASTIC LIMIT LINE PAVEMENT MARKING PER CALTRANS STD. A24E 4 ® INSTALL RXR PAVEMENT MARKING PER CALTRANS STD. A24C INSTALL PAINTED MEDIAN ISLAND STRIPE PER CALTRANS STD. A20B, DETAIL 29 67' 0 INSTALL CHANNELIZING LINE PER CALTRANS STD. A20D, DETAIL 38 E7 INSTALL LANE LINE EXTENSION PER CALTRANS STD. A20D, DETAIL 40 42' I INSTALL TYPE IV(L) THERMOPLASTIC ARROW PAVEMENT MARKING PER CALTRANS STD. A24A �� I 9❑ INSTALL TYPE VIII -(L +R) THERMOPLASTIC ARROW PAVEMENT MARKING PER CALTRANS STD. A24A 10 INSTALL TYPE VII(R) THERMOPLASTIC ARROW PAVEMENT MARKING PER CALTRANS STD. A24A 11 INSTALL TYPE 1 (10') THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STD. A24A 12 INSTALL SIGN AND /OR POST \ 0' 13 REMOVE AND SALVAGE EXISTING SIGN AND /OR POST 14 INSTALL 12" WHITE EDGELINE AS SHOWN 15 INSTALL 12" WHITE CROSSWALK AS SHOWN PER CALTRANS STD. A24E 16 INSTALL 12" YELLOW CROSSWALK AS SHOWN PER CALTRANS STD. A24E 17 INSTALL 4" DIAGONAL WHITE LINE 5' 0 -C AS SHOWN 18 INSTALL 4" YELLOW EDGE LINE AS SHOWN SCALE: 1 " =20' 19 INSTALL SURFACE MOUNTED REFLECTORIZED CHANNELIZERS AS SHOWN. 0 20 0 40 Plans Prepared by: 20 RELOCATE SIGN AND POST TO NEW LOCATION SHOWN. MEMO JMD cwu QROFESS /ONq NOTE' °` "" ���oP��pRtiNO�Fy THE INFORMATION SHOWN HEREON DEPICTS THE SITE CONDITIONS 21 INSTALL NO PASSING STRIPE PER CALTRANS STD. A20A, DETAIL 22 yi 1 Ar Wl AR Soft 1MMU0BABa ire' "a �J 9� z AS OF THE DATE SURVEYED MAY 13, 2009 SEE TITLE SHEET FOR SIGNING AND STRIPING GENERAL NOTES DIAL TOLL FREE 13895 Eaei GeM Avenue, Sul1e 2/S Tanak V. m citywtwuft Gev93 Twsp �3en "' No. 50813 22 INSTALL LANE LINE EXTENSION PER CALTRANS STD. A20D DETAIL 41 r * RIGHT -OF -WAY LIMITS SHOWN HEREON ARE BASED ON RECORD 1- 800 - 227 -2600 j820.11 as mve.fm3laz.mm ,r Q INFORMATION AT LEAST TWO DAYS OF cxo BEFORE YOU DIG JUAN ea DiAZ ROE W13 DATE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Y REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. 5 Ti 1 CITY OF ENCINITAS BM #1024 PLANS PREPARED UNDER SUPERVISION OF RE _MM PUBLIC PUBLIC IMPROVEMENT PLANS FOR: ELEV. F ENCI3' AS BM 8) 1 " =20' „��[J SOU CITY OF ENCINITAS DISC IN SIDEWALK IN HORIZONTAL DATEr e,/j3y Z011� BY: � PETER OT — ROBLES LEUCADIA BLVD AT N CTD RAIL CROSSING 0 0 7 7 - S SOUTHEAST QUANDRANT LEUCADIA BLVD. AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL, EON7AQD F1. /OFANE 3' FROM CURB FACE VERTICAL N/A BY. SIGNATURE DATE fE � ENGINEER R.C.E. NO.: sosAs DATE: (olZZl261/ DATE: 1Y SIGNING AND STRIPING EXP.: 9130/ Z0 11 SHEET 6 OF 8 R.C.E. NO.: ��9�1: R.C.E. NO.: B� %1� WORK PROJECT N0. CMS08C P 0 L E S C H E D U L E �1 STANDARD iUMI AIRE VEH SIG MTG PEDESTRIAN BLANK OUT REGULATORY SIGNS ** POLE LOCATION NO. E.V.P.E. L. R3 -1 IISNS LED mom ' • mmmmmm■ TYPE HGT. SIG. M.A. LUM. M.A. LED* MAS POLE SIGNAL PPB /QUAD MAS MAS POLE A B - • mmr,moommmmmmmmmimimm SV -1 -T 24" O A 26A -4 -100 35' 40' 15' LED 3 -MAS SV -2 -TD SP -1 -T 04/S EVA HEIGHT 14' Leucadia Blvd R13A CA R 12.0 5.5 O 19A -3 -100 35' 25' 15' LED MAS SV -1-T SP -1 -T 04M EVB - Vulcan Ave R9 -3a 10.5 3.5 C 1A 10' - - - - - - 04/S - TV -1 -T 24" 8.5 1 5.0 W E Leucadia Blvd '_ • �����������In�im�im�im� O08 9 -3 -100 E 30' 25' E 15' E LED MAS E SP -2 -T 04 S EVD E - RETROFIT R10 -12 E EXISTING E Vulcan Ave R3 -4 O08 4 -4 -100 E 30' 30' E 15' E LED MAS E SV -1 -T SP-9 04 S EVB E - RETROFIT R10 -12 E R61 -5 EXISTING O 17 -3 -100 30' 20' 15' LED MAS V -1 -T SP -1 -T 04/N EVD Leucadia Blvd R10 -12 R 6.5 3.0 O 1A 10' - - - - SP -1 -T - - TV -1 -T 24.w (R R9 -3a 14.0 5.0 SV -1 -T 24" a nommommmmmmmmmmm O 17A -2 -100 35' 20' 15' LED - SV -3-TB - _ - HEIGHT 7' R13A CA R 14.0 8.0 I 26 -4 -100 30' 40' 15' LED 3 -MAS - - SP -1 -T 06 EVC - Leucadia Blvd 11.5 3.5 O 15TS 30' - 15' LED - SV -2 -TD SP -1 -T 06 - - R14-1 R 1.5 4.0 R3 -4 O- 17- -1 0 30' 15' 15' LED 1 -MAS SV- -T SP -1 -T 04 - N Coast Hwy 101 R61 -9 PLAN 3.0 O 15 30' - 15' LED - - - - - 3.0 3.5 (E) = EXISTING EQUIPMENT. (R) = RELOCATED EQUIPMENT. ALL OTHER EQUIPMENT IS NEW. R3-4 115 -2 R9 -3a R10 -12 R13A(CA) R14-1 R61 -5 R61 -9 ALL POLE FOUNDATION LOCATIONS SHALL BE MARKED OUT AND APPROVED BY THE ENGINEER PRIOR TO ORDER. aFrruex' * LED LUMINAIRE PER CITY DIRECTION /SPECIFICATION. ` HELD UROUTE OM GREEX ** VERIFY POLE &MAST ARM MOUNTED REGULATORY SIGNS WITH THE ENGINEER PRIOR TO INSTALLATION. � � �� IONLY IONLY PHASE DIAGRAM DETAIL "G " "-� t) �) 19 _ 6J2U OLB OLB 01 02 OLA3� -"" OLB 03 OLB 04/OLD 'TOLE 07 OLC I PHASE DIAGRAM - RR CLEAR o) OLB 01 02 DLA� ---� OLB 03 rrOLE I PHASE DIAGRAM - LIMITED SERVICE 0!�7 LB 01 02 t7 -i 03 t - -i 04 OLD r rLE 07 OLC OrC Q 4 1 08 �1 1 � 1 08 11 08 � i I I ( • 1.5C l i 1 =10 1 DLC L Ate 9 5 6 I .� SNS AB I I AB ` , 2 V 1110 T LEUCADIA BLVD I, ' "� ,- iY_�> AE ------ - - - --- 28FT -------- - - -�.L r -- -i -- °- - - - - -- - --li- - `----- -- - - -- 7 02 /OLE- 3 OLC p �HI DIET A AB ' 1 - ='a R3 -1 LED INTERNALLY ILLUMINATED INSTALL NEW 2 "G/ t•1 t -� R5 -2 O 1(CA1 DETAIL "D" TRAIN ACTIVATED 1 DLG AB C DETAIL "E" DETAIL "C" PRE- EMPTIVE DEVICE BOnNF� DETAIL "A" DETAIL "B" - -- ROUND CORNERS TO TYPICAL POLE PLACEMENT a ROEDOUPCR AR OF y / I A I-- 0/2 U A o�2 w B B G ITV ' E C ' J I ' I 7 /DLC PV, I � (i 1 7 F + I A IA(\ II DIREC11ON OF TRAVEL - -" NOTES: 237' LOOP DIAMETER = 6' -APQ`s CENTER CUT = 3 1/8" MODIFIED TYPE E FRONT DETECTOR LOOP FOR BICYCLES SAWCUT AND WINDING DETAIL "F" REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK SCALE ELEV: 100.00 DATUM: NAVD 88 DESCRIP11ON: RECORD OF SURVEY 18416 HORIZONTAL _ 2.5' CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL MEMORIAL HOSPITAL, ENCINITAS. e � , y / r( / 1 1 1 Iv' -�212L , k I l ,ow1� I i r KI E I rkw/ AIN II N I �NC' 6 6 MP CC (I R I� 1.5 -C I1 r 1 DLC /^ /' ' I `T /u�� /�VVV I I �. f II ; 212u DETAIL �G*-t SPECIAL DISTRICT rya �1 05 06 DLA� ---� OLB 03 rrOLE I PHASE DIAGRAM - LIMITED SERVICE 0!�7 LB 01 02 t7 -i 03 t - -i 04 OLD r rLE 07 OLC OrC Q 4 1 08 �1 1 � 1 08 11 08 � i I I ( • 1.5C l i 1 =10 1 DLC L Ate 9 5 6 I .� SNS AB I I AB ` , 2 V 1110 T LEUCADIA BLVD I, ' "� ,- iY_�> AE ------ - - - --- 28FT -------- - - -�.L r -- -i -- °- - - - - -- - --li- - `----- -- - - -- 7 02 /OLE- 3 OLC p �HI DIET A AB ' 1 - ='a R3 -1 LED INTERNALLY ILLUMINATED INSTALL NEW 2 "G/ t•1 t -� R5 -2 O 1(CA1 DETAIL "D" TRAIN ACTIVATED 1 DLG AB C DETAIL "E" DETAIL "C" PRE- EMPTIVE DEVICE BOnNF� DETAIL "A" DETAIL "B" - -- ROUND CORNERS TO TYPICAL POLE PLACEMENT a ROEDOUPCR AR OF y / I A I-- 0/2 U A o�2 w B B G ITV ' E C ' J I ' I 7 /DLC PV, I � (i 1 7 F + I A IA(\ II DIREC11ON OF TRAVEL - -" NOTES: 237' LOOP DIAMETER = 6' -APQ`s CENTER CUT = 3 1/8" MODIFIED TYPE E FRONT DETECTOR LOOP FOR BICYCLES SAWCUT AND WINDING DETAIL "F" REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK SCALE ELEV: 100.00 DATUM: NAVD 88 DESCRIP11ON: RECORD OF SURVEY 18416 HORIZONTAL _ 2.5' CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL MEMORIAL HOSPITAL, ENCINITAS. e � , y / r( / 1 1 1 Iv' -�212L , k I l ,ow1� I i r KI E I rkw/ AIN II N I �NC' 6 6 MP CC (I R I� 1.5 -C I1 r 1 DLC /^ /' ' I `T /u�� /�VVV I I �. f II ; 212u DETAIL �G*-t SPECIAL DISTRICT rya CONSTRUCTION NOTES Q RELOCATE EXISTING 170E CONTROLLER /233 PROGRAM, AUXILIARY OUTPUT FILE, AND COMMUNICATIONS EQUIPMENT TO NEW CABINET LOCATION SHOWN. SALVAGE EXISTING CABINET AND ALL OTHER EQUIPMENT TO CITY YARD. REMOVE FOUNDATION COMPLETE. ❑2 FURNISH AND INSTALL NEW MODEL 332 ANODIZED ALUMINUM CABINET WITH PR ADAPTER ON NEW FOUNDATION PER STANDARD PLAN ES -3C. CABINET SHALL HAVE INTERNAL LIGHT, FRONT AND REAR DOOR SWITCHES, PULL OUT DOCUMENT DRAWER, AND BEST LOCKS. CABINET SHALL BE WIRED FOR RED MONITOR CAPABILITY. CABINET SHALL BE EQUIPPED WITH NEW RELAYS, LOAD SWITCHES, 242 ISOLATOR CARDS, 252 ISOLATOR CARD, 2010 ECLIP CONFLICT MONITOR, AND RENO MODEL 1100C DETECTOR SENSOR UNITS. �3 EXISTING SERVICE CABINET, PROTECT IN PLACE. INSTALL NEW SERVICE CONDUCTORS BETWEEN SERVICE AND TRAFFIC SIGNAL CABINET. ® RELOCATE EXISTING TESCO BATTERY BACKUP SYSTEM AND ALL COMPONENTS TO STAND ALONE CABINET. CABINET AND COMPONENTS ARE TO BE COMPATIBLE WITH THE TESCO SYSTEM. SALVAGE EXISTING SIDE ATTACHED CABINET. ❑ REMOVE EXISTING PULL BOX AND RESTORE SURFACE TO MATCH EXISTING (INCLUDING SIDEWALK AND PAVERS AS NECESSARY). INSTALL NEW PULL BOX, SIZE AS INDICATED ON PLAN. �7 REMOVE AND SALVAGE EXISTING SIGNAL STANDARD AND ALL EQUIPMENT TO CITY YARD. RELOCATE REGULATORY AND /OR OTHER SIGNS TO NEW STANDARD AS DIRECTED BY THE ENGINEER. BREAK DOWN FOUNDATION 3 FEET MINIMUM BELOW GRADE AND RESTORE SURFACE TO MATCH EXISTING (INCLUDING SIDEWALK AND PAVERS AS NECESSARY). ® FURNISH AND INSTALL NEW SIGNAL HEADS ON THE EXISTING STANDARD AS SHOWN AND CALLED OUT ON THE POLE SCHEDULE. ❑9 INSTALL NEW TYPE E DETECTOR LOOPS AND SAWCUT THE LEAD -IN SLOT TO THE CURB LANE. 10 CONTRACTOR SHALL COORDINATE WITH THE CITY AND NCTD SIGNAL MAINTENANCE TO INSTALL, TEST, AND VERIFY THE PROPER OPERATION OF PREEMPT CIRCUITRY AND INTERCONNECT. 11. CONTRACTOR SHALL REPLACE ALL EXISTING LOOPS DAMAGED DURING CONSTRUCTION. ALL LIMIT LINE LOOPS SHALL BE MODIFIED TYPE E FOR BIKE DETECTION PER DETAIL E. (E) = EXISTING CONDUIT. ALL OTHER CONDUIT IS NEW. ALL CONDUCTORS AND CABLE ARE NEW. 12, CONTRACTOR SHALL PROGRAM PV HEADS UNDER THE DIRECTION - AND TO THE SATISFACTION - OF THE ENGINEER. ALL CONDUCTORS AND CABLE ARE NEW. _ 13. CONTRACTOR SHALL COORDINATE WORK WITHIN THE NCTD RIGHT -OF -WAY WITH NCTD AT LEAST 7 BUSINESS DAYS PRIOR TO COMMENCING ANY WORK WITHIN THE RIGHT -OF -WAY. NCTD (760) 966 -6500. CONDUIT INSTALLED IN RAILROAD ROW SHALL W 1 DLC I by [� U - - - - - -` W- ®I� F I 8J7L II I 1 I is i I+ iI f I, , I+ 1� i t i I , 1 I I i E i, INSTALL 64 5 6 RV10E al/ l j , I I I i I r I I NO TRUCKS 1 Leucadia BI. r' TRUCK ROUTES ' t DETAIL "G" PLANS PREPARED UNDER SUPERVISION DATE: 6 2 �,� 1 R.C.E. NCO,.,: 2� 0 ENGINEER EXP.: 3/3/ I I 1 1; + I I, 1, I I 1 I 1, I i I I 1! �I C ICI i C II r n `a +I >' Z I' I+ I+ ,I+ #iI m I+ I i! I I -- --- -;ire s 1 i a c� CONFORM TO NCTD INSTALLATION REQUIREMENTS. CONDUIT BORE DEPTH IS REQUIRED 4 FEET FROM THE TOP OF TIE. 168 14 THE RR PREEMPT CIRCUIT SHALL BE "CLOSED CIRCUIT" AND NORMALLY ENERGIZED. THE CIRCUIT SHALL DEENERGIZE UPON / APPROACH OF THE TRAIN. COORDINATE WITH THE CITY DURING INSTALLATION OF THE PREEMPT CIRCUIT IN THE 332 CABINET. GENERAL NOTES THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES -5A AND ES -58 FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. - - 2 "C 2 -C 2 DLC. 1 DLC 61 _ �� �1 DLC R T-� 416L --------------------- - - - - -- { ___ __________ __ _____ -_ -- _ - -- D� -� - - -- =_ -_- =416L = - ---------------------- -__- ' ` -- -- _-__ ________�__; y.. _..�_� __� _�._______� 417U ------------------- - - - - -- 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS LENSES. - -- - -- -- -- -- - -- -- 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE AUDIBLE POLARA NAVIGATOR WITH COUNT DOWN TIMER. PEDESTRIAN PUSH BUTTONS SHALL BE 2 -INCH DIAMETER PITH A MAXIMUM FORCE OF 5 FOOT- POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. - 7. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 -INCH CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. 8- ------------ ----------- ---- ----- -- -- 8. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC RS R9 -3a STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON E THESE PLANS. 8a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP 2.5 "C LOCATIONS PRIOR TO CUTTING AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR I / 3 talc - TO PAINTING AND INSTALLATION. 8b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. t) , 1 I 8c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 9. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASH OPERATION. 10. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 11. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. 9GNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY MATH THE GENERALLY ACCEPTED STANDARDS ICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN E WITH THE RULES AND REGULATIONS OF THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY "CHECK OR REVIEW BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A ION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES . THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE aTY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/ HER AGENTS AND EMPLOYEES ACTING WITHIN THE RSE SCOPE OF SUCH AGENCY AND EMPLOYMENT ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. F jl sTC;tHEED DAtE 2 r / / QROFESS/Op� 40 RCE NO.: 29604 EXP. DATE -3/31/221 3 cu��yW PLOTpj� fy 20 GftAPHI o SCAM PL01WIK & ASSOCIATES N0. 49804 m 18710 S. WILMINGTON AVE.. SUITE 203 l7P 3 1 13 RANCHO DOMINGUEZ. CA 90220 ,4 (310) 605- 6657 x11 CiVWW- ( IN Fm 858 ) (310) 605 -8 FAX W \� or CAIW 01111 1 inch = 20 ft. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. R 0 EN D A ED LEUCADIPASFBLVD AT VULCAN AVENUE 0077 -S1 BY: 4 BY: ROB T B OUG ,(� -PETER COTA ROBLES DATE: 23 �� DATE: �/Z3�// AND HIGHWAY 101 60204 R.C.E. NO.: �2.3%g' woRK PROJECT No. ______ SHEET 7 OF 8 e�AVAMA� AVAIVANAMMI& ���.�t•.��s�.��� mom ' • mmmmmm■ mmmmmmom�mEm� - • mmr,moommmmmmmmmimimm mmmm mmmmmmmommmmmm ' • ����������imimim��imim� '_ • �����������In�im�im�im� nommommmmmmmmmmm rm- m ungmmnIgnpunnnnunn m i>tmit.ittmnnnit,m==mmnnnm mmmmmmmmmmmmmmmmmm CONSTRUCTION NOTES Q RELOCATE EXISTING 170E CONTROLLER /233 PROGRAM, AUXILIARY OUTPUT FILE, AND COMMUNICATIONS EQUIPMENT TO NEW CABINET LOCATION SHOWN. SALVAGE EXISTING CABINET AND ALL OTHER EQUIPMENT TO CITY YARD. REMOVE FOUNDATION COMPLETE. ❑2 FURNISH AND INSTALL NEW MODEL 332 ANODIZED ALUMINUM CABINET WITH PR ADAPTER ON NEW FOUNDATION PER STANDARD PLAN ES -3C. CABINET SHALL HAVE INTERNAL LIGHT, FRONT AND REAR DOOR SWITCHES, PULL OUT DOCUMENT DRAWER, AND BEST LOCKS. CABINET SHALL BE WIRED FOR RED MONITOR CAPABILITY. CABINET SHALL BE EQUIPPED WITH NEW RELAYS, LOAD SWITCHES, 242 ISOLATOR CARDS, 252 ISOLATOR CARD, 2010 ECLIP CONFLICT MONITOR, AND RENO MODEL 1100C DETECTOR SENSOR UNITS. �3 EXISTING SERVICE CABINET, PROTECT IN PLACE. INSTALL NEW SERVICE CONDUCTORS BETWEEN SERVICE AND TRAFFIC SIGNAL CABINET. ® RELOCATE EXISTING TESCO BATTERY BACKUP SYSTEM AND ALL COMPONENTS TO STAND ALONE CABINET. CABINET AND COMPONENTS ARE TO BE COMPATIBLE WITH THE TESCO SYSTEM. SALVAGE EXISTING SIDE ATTACHED CABINET. ❑ REMOVE EXISTING PULL BOX AND RESTORE SURFACE TO MATCH EXISTING (INCLUDING SIDEWALK AND PAVERS AS NECESSARY). INSTALL NEW PULL BOX, SIZE AS INDICATED ON PLAN. �7 REMOVE AND SALVAGE EXISTING SIGNAL STANDARD AND ALL EQUIPMENT TO CITY YARD. RELOCATE REGULATORY AND /OR OTHER SIGNS TO NEW STANDARD AS DIRECTED BY THE ENGINEER. BREAK DOWN FOUNDATION 3 FEET MINIMUM BELOW GRADE AND RESTORE SURFACE TO MATCH EXISTING (INCLUDING SIDEWALK AND PAVERS AS NECESSARY). ® FURNISH AND INSTALL NEW SIGNAL HEADS ON THE EXISTING STANDARD AS SHOWN AND CALLED OUT ON THE POLE SCHEDULE. ❑9 INSTALL NEW TYPE E DETECTOR LOOPS AND SAWCUT THE LEAD -IN SLOT TO THE CURB LANE. 10 CONTRACTOR SHALL COORDINATE WITH THE CITY AND NCTD SIGNAL MAINTENANCE TO INSTALL, TEST, AND VERIFY THE PROPER OPERATION OF PREEMPT CIRCUITRY AND INTERCONNECT. 11. CONTRACTOR SHALL REPLACE ALL EXISTING LOOPS DAMAGED DURING CONSTRUCTION. ALL LIMIT LINE LOOPS SHALL BE MODIFIED TYPE E FOR BIKE DETECTION PER DETAIL E. (E) = EXISTING CONDUIT. ALL OTHER CONDUIT IS NEW. ALL CONDUCTORS AND CABLE ARE NEW. 12, CONTRACTOR SHALL PROGRAM PV HEADS UNDER THE DIRECTION - AND TO THE SATISFACTION - OF THE ENGINEER. ALL CONDUCTORS AND CABLE ARE NEW. _ 13. CONTRACTOR SHALL COORDINATE WORK WITHIN THE NCTD RIGHT -OF -WAY WITH NCTD AT LEAST 7 BUSINESS DAYS PRIOR TO COMMENCING ANY WORK WITHIN THE RIGHT -OF -WAY. NCTD (760) 966 -6500. CONDUIT INSTALLED IN RAILROAD ROW SHALL W 1 DLC I by [� U - - - - - -` W- ®I� F I 8J7L II I 1 I is i I+ iI f I, , I+ 1� i t i I , 1 I I i E i, INSTALL 64 5 6 RV10E al/ l j , I I I i I r I I NO TRUCKS 1 Leucadia BI. r' TRUCK ROUTES ' t DETAIL "G" PLANS PREPARED UNDER SUPERVISION DATE: 6 2 �,� 1 R.C.E. NCO,.,: 2� 0 ENGINEER EXP.: 3/3/ I I 1 1; + I I, 1, I I 1 I 1, I i I I 1! �I C ICI i C II r n `a +I >' Z I' I+ I+ ,I+ #iI m I+ I i! I I -- --- -;ire s 1 i a c� CONFORM TO NCTD INSTALLATION REQUIREMENTS. CONDUIT BORE DEPTH IS REQUIRED 4 FEET FROM THE TOP OF TIE. 168 14 THE RR PREEMPT CIRCUIT SHALL BE "CLOSED CIRCUIT" AND NORMALLY ENERGIZED. THE CIRCUIT SHALL DEENERGIZE UPON / APPROACH OF THE TRAIN. COORDINATE WITH THE CITY DURING INSTALLATION OF THE PREEMPT CIRCUIT IN THE 332 CABINET. GENERAL NOTES THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES -5A AND ES -58 FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. - - 2 "C 2 -C 2 DLC. 1 DLC 61 _ �� �1 DLC R T-� 416L --------------------- - - - - -- { ___ __________ __ _____ -_ -- _ - -- D� -� - - -- =_ -_- =416L = - ---------------------- -__- ' ` -- -- _-__ ________�__; y.. _..�_� __� _�._______� 417U ------------------- - - - - -- 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS LENSES. - -- - -- -- -- -- - -- -- 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE AUDIBLE POLARA NAVIGATOR WITH COUNT DOWN TIMER. PEDESTRIAN PUSH BUTTONS SHALL BE 2 -INCH DIAMETER PITH A MAXIMUM FORCE OF 5 FOOT- POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. - 7. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 -INCH CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. 8- ------------ ----------- ---- ----- -- -- 8. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC RS R9 -3a STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON E THESE PLANS. 8a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP 2.5 "C LOCATIONS PRIOR TO CUTTING AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR I / 3 talc - TO PAINTING AND INSTALLATION. 8b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. t) , 1 I 8c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 9. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASH OPERATION. 10. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 11. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. 9GNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY MATH THE GENERALLY ACCEPTED STANDARDS ICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN E WITH THE RULES AND REGULATIONS OF THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY "CHECK OR REVIEW BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A ION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES . THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE aTY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/ HER AGENTS AND EMPLOYEES ACTING WITHIN THE RSE SCOPE OF SUCH AGENCY AND EMPLOYMENT ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. F jl sTC;tHEED DAtE 2 r / / QROFESS/Op� 40 RCE NO.: 29604 EXP. DATE -3/31/221 3 cu��yW PLOTpj� fy 20 GftAPHI o SCAM PL01WIK & ASSOCIATES N0. 49804 m 18710 S. WILMINGTON AVE.. SUITE 203 l7P 3 1 13 RANCHO DOMINGUEZ. CA 90220 ,4 (310) 605- 6657 x11 CiVWW- ( IN Fm 858 ) (310) 605 -8 FAX W \� or CAIW 01111 1 inch = 20 ft. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. R 0 EN D A ED LEUCADIPASFBLVD AT VULCAN AVENUE 0077 -S1 BY: 4 BY: ROB T B OUG ,(� -PETER COTA ROBLES DATE: 23 �� DATE: �/Z3�// AND HIGHWAY 101 60204 R.C.E. NO.: �2.3%g' woRK PROJECT No. ______ SHEET 7 OF 8 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (780) 833 -2778. CONCRETE WASHOUT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL • CONTRACTOR SNAIL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE T TIMES DURING RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. R IS ILLEGAL TO WASH I qE7� SLURRY MORTAR STUCCO, PLASTER AND THE LIKE INTO THE I I SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY SSTORMWATER COIV�YANCE SS STEM OR ANY RECEIVING WATER. CONTRACTOR SHALL 65 25 I 50 50 I 25 2 DEVICES WHEN RAIN IS IMMINENT. POST A SIGN DESIGNATING THE WASHOUT AREA 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVWM PLAN (SWPPP) CONSTRUCTION SITE ACCESS AND OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES p> ( IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SiTE. THIS SHALL INCLUDE I ( USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. I �. � 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER I TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. CONSTRUCTION VEHICLES 5. THE CONTRACTOR SHALL INSTAL ADDITIONAL EROSION CONTROL MEASURES AS MAYBE • A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAN SHALL BE DESIGNATED I UNFORESEEN BY THE CRY LACES WHICH DUE TO AN INCOMPLETE GRADING OPERATION OR EQUIPMENT MAINTENANCE ALL Pi�IA�IORMREP� MOLL BE MADE OFF SREROUTINE _ UNFORESEEN gRCINASTANCES WHICH MIAY ARISE. ;( I I EROSION CONTROL I 6. THE PREVENT SHALL WHEN IMPOUNDED WIC AT CREATE A EROSION ONTO HAZARDOUS CONDITION. CONTROL MUSE BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED • SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL. BE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. N I , INCORPORATED HEREIN. • NO EXCAVATION AND GRADING ACTHVIES ARE ALLOWED DURING WET WEATHER. 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE ' 2, I Ik I I SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION A I USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I 9. SEE AT T END PROTECTIVE EACH � SHOWN IN EN FIVE APPROVED SWPPP A PROBA&UTY 1 • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OT(H)ER DEBRIS SHALL BE PROJECTS SHALL � CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF N THE NATURAL GRDUN COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, A REMOVED AFTER EACH RAINFALL THEY HELP DECREASE EROSION. - 10 - CONSTRUCTION - AND�I EMERGENCY WORK SHILL J" . A STAND-BY CREW FOR BE AVAILABLE AT ALL TIMES DURING THE • TEMPORARY VEGETATION MUST � PLANTED ON SLOPES OR WHERE N RAINY SEASON NOVEMBER TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL S�ICY AT LpCATANS TO FACILITATE RAPID CONSTRUCTION OF BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNL4 GRASSES TO T IAN •v RAIN�INENT. SHIELD AND BIND THE SOIL ® 11. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND c - z - GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE GRADING ACTIVITIES ARE COMPLETE THE BUILDING OFFICIAL IF THE G , 0 THEY ARE N LONGER REQUIRED. ' �` • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ... T rrynn I I " > ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER Y :I V I II 12. EACH RAINSTORM AND BE DISPOSED OF PROPERLY. ON -SITE CONSTRUCTION MATERIAL STORAGE 13. A GUARD SHALL BE POSTED ON THE SiTE WHENEVER THE DEPTH OF WATER IN ANY DEVICE • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEE A EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS PACE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY AFTER MUST EACH WITH THE RAINSTORM. APPROPRIATE BMP FOUR D OF ALL OPERATIONS. DRAINAGE DEVICES STAY DRY OUT FOR ALL FUEL STORED SHALL PROVIDE SECONDARi • ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPIES KEPT G 14. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN .' D POLLUTANTS WITHIN THE SiTE IS LEFT 70 THE DISCRETION OF THE FIELD ENGINEER. ON -SITE. STOCKPIE8 MAY INCLUDE SOIL. PARING MATERIALS. ASPHALT CONCRETE, A, I ADDITIONAL DEVICES AS HEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED ALL OVERED irJ POLLUTANTS ON SITE. PROTECTED WITH SOIL STABILIZATION I STOCKPILES PROVIDED WITH A TEMPORARY 15. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPETVaE BETWEEN NOVEMBER 1 SEDIMENT BARRIER AROUND THE PERNAETER AT AL TIMES. AND APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIO.. 18. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS TRAINING I ^" I NEEDED. AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS • CONTRACTORS ?'EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF p THE RESPONSIBILITY OF THE HELD ENGINEER. PLANS REPRESENTING CHANGES MUST BE ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CiTY OF MWAS U SUBMTTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. SiORMWATER POLLUTION CONTROL REO IREAENiS. THESE BMP NOTES SHALL BE A U AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY SAID THE 17. EVERY EFFORT SHOULD BE MADE M ELIMINATE THE DISCHARGE OF NONSTORM WATER PRIME CONTRACTOR MUSE INFORM SINBCONTRACTORS ABOUT - - - '`•� - - Q I �• � ,, O FROM THE PROJECT SITES AT ALL TIMES. REQUREMENIS AND THEIR OWN RESPONSIBILITIES. 3 .a o 18. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON -SITE AND MAY NOT WASTE MANAGEMENT O ad .9"a BE TRANSPORTED FROM THE SiTE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE p U20 _ ON THE UNUSED WHERE WA CARRY F U USED OR WASTE SYSTEM oa COURSES. OR QUID. �� ,. L � •" AND UNUSED MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS - �- 1I. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. IS STRICTLY PROHIBITED. * NO SEEPAGE FROM DUMPSiERS SHALL BE DISCHARGED INTO STORMMATER. 20. FUNEL % OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE BERMS/DIKES SHALL BE PLACED AROUND DUMIPSTERS TO DIVERT THE NATURAL A I WITH THEIR USING AND ARE NOT TO CONTAMINATE THE SOBS AN SURFACE WATERS. ALL STORM RUNOFF. DU1MPSTER5 SHALL BE CHECKED FREQUENTLY FOR LEAKS. I I I APPROVED STORAGE CONTAINERS ARE To BE PROTECTED FROM THE WEATHER. SPILLS MUST DUMPSiER LIDS sNNL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WASHED INTO THE DRAINAGE SYSTEM. WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL s w O 21. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY • MANY CONSTRUCVON MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON -SUE VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED I UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE �AOPNNERECYCLED NON-RECYCLABLE MATERIALS � TO VyAppRRTE D HAZARDOUS WASTE F ( D0 22. DEVELOPERS ARE RESPONSIBLE TO INSPECT AL EROSION CONTROL INFORMATION ON DISPOSAL OF AMOUS MATERIAL. CALL THE HAZARDOUS WASTE . I . I . DEVICES AND BMP�SNSTALLED AND FUNCTIONING PROPERLY I' THERE IS A 40% CHANCE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO 65 25 25 42 OF 0.25 INCHES OR GREATER OF PREDICTED PRECIPITATION, AND AFTER ACTUAL ORDER DUMPSfERS GULL EDOO AT (780) 438 -4151. PRECIPITATION. TAFRE P CT SITE N�RS� SITE AT ALL AND AVAILABLE FOR REVIEW BY T BUILDING • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OFFICYIL�COPIES OF THE SELF - INSPECTION CHECK LISP AND INSPECTION LOGS ARE RECYCLING RECEPTACLES AROUND THE SITE. - - AVAILABLE UPON REQUEST). • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT 23 RECEPTACLE CONSTRUCTION-RELATED PREVENT CONTAMINATION OF WASTES MUST D DISPERSAL BY WIND. COVERED AND LOCATE PORTABLE TOILETS AWAY FROM SMRMDRNN INLETS ON PERVIOUS I 24. TRAFFIC. OTHER MATERIALS ENTRANCE NO YS MONIST BEESSTABIBILIZEEDD SO AS VEHICLE INHIBIT I SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSiTIOS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 25. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED 1.5' 1 1.5 SO AS TO INHIBIT EROSION BY WIND AND WATER. THE FOLLOWING BAPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK. LATEST REVISED EDITION, MAY APPLY DURING THE ' • ' i �? CONSTRUCTION OF THIS PROJECT (ADDIiONAL MEASURES MAY BE REQUIRED IF DEEMED ' APPROPRIATE BY COUNTY INSPECTORS) EROSION CONTROL WIND EROSION CONTROL MM MANAGEMENT V! MATERIAL POLLUTION CONTROL �ANDBAG DETAIL ECI- SCHEDULING WE1 - NAND EROSION CONTROL %y� Mat pELry� AN STORAGE A EC2 - PRESERVATION OF EXISTING VEGETATION WM� - I�ATAQiECRIAILEUSE CONTROL N scNE B SANDBAG DETAIL � - � H T ,��T TRACKING � IXIT W�WM45 - sSP? LLD* PRE ?'WASrE°�II°"MANAr,�EIWCCONrROL EDIT - STRAW MULCH " WM8 - HAZARDOUS WASTE MANAGEMENT EC8 - WOOD MULCHING - WM7 - CONTAMINATION SOUL MANAGEyENT EC9 - EARTH DIKES AND DRAINAGE SWA ES NS1 - WATER CONSERVATION PRACTICES WM8 - CONCRETE WASTE AAHIGEMENT EC10 - VELOCITY DISSIPATION DEVICES NS2 - DEWATEPoNG OPERATIONS WM9 - SIWRARY /S WASTE MANAGEMENT ECII - SLOPE DRAINS NS3 - PAVING AND GRINDING OPERATIONS WM10 - EPTIC LIQUID WASTE MANAGOM34T EC13 - - STREAM R YpE USN NN��4 - C%TRARy ;CROSIING ' NSS - REAR WATE NSB - ILL1CT CONNEC -IQT N HARGE TEMPORARY SEDIMENT CONTROL NS7 - POTABLE WA ION SET -SILT FENCE NS9 - VEHICLE AND EQUIPMENT FUELING SCALE: 1. -20' SE2 - SEDIMENT BASIN NS10 - VEHICLE AND EONPMENT MAINTENANCE Plans Prepared by _ p�,� NS11 - PILE DRIVING OPERATIONS QROfESS /p4� 1 _ FIBI KNOLLS N512 - CONCRETE CURING VARTIp SE8 - GRAVEL BRIG BERM NS13 - CONCRETE FINISHING 0 20 40 ..,ao.�ewamem F NS14 - MATERIAL AND EQUIPMENT USE .. JMD R,. J! tic SET - STREET SWEEPING AND VACUUMING NS15 - DEMOLITION ADJACENT TO WATER nt�nRF�NIAROAEAaMUlwwumwert T„ h '' = SE8 - SANDBAG BARRIER NS18 - TEMPORARY BATCH PLANTS ��E�GaWA „�,a„„BT1, T.�.# W m SO -STRAW BALE BARRIER DIAL TOLL FREE (656)830.,13' No. W813 y� SETO -STORM DRAIN INLET PROTECTION p(y\ I�I��/ IJQ/y\ ((GW)831138F if 1 -VW -22 -2600 0ndkz.mm UNOE�E f'lF OFI CAIVFOQ`�` - AMORE YOU IN JUAN RT OIK RCE 50613 LATE �- 11101MA 110 .SEANCE AEW OF MM QUO M REVISIONS � APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DtSlcntu tlY uKAwn tlY CAIECKED tlY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. E , QTY OF 8.543' ENCINITAS (N VD /1024 PLANS PREPARED UNDER SUPERVISION OF RESQMM� �R� D PUBLIC IMPROVEMENT PLANS FOR: ELEV: 178.543 (NAVD88) AS NOTED ��/� �_-_ 2,5' QTY of EANDRA S DISC IN SIDEWALK N HORIZONTAL s AIR W. DEANE7L -er PETER OTA ROBLES LEU CAD IA BLVD AT N CTD RAIL CROSSING 0 O % 7 - S I ' SOUTHEAST OUANDRANT LEUCADIA BLVD. AND DATE: g � BY: d'10Q BY: ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL SEE BOX A7 LEF7 R.C.E. N0.• S FROM CURB FACE VERTICAL NONE DATE: iEL�ZOi/ DATE; �0 23 ENGINEER EXP.: 3� 2Cf/ R.C.E. NO.: Sr89i/ R.C.E. NO.: 79 WORK PROJECT NO. - EROSION CONTROL PLAN SHEET 8 OF 8