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2017-109 SI (Plans)GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOST RECENT EDITION). THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION). ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER OR STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE CITY. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY HEALTH STANDARDS, LAWS, AND REGULATIONS. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (4) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY. 9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP AND SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 12. A. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 619 - 546 -3606 C. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES/ND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2709 D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES (RECLAIMED WATER) AND SHALL COORDINATE SAID' WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. 'NO'LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. 15. 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 PUBIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. , 16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 17. NOTES AND DETAILS AN THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS -BUILT DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES ARE RECORDED. A COPY OF SAID AS -BUILT DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY ENGINEER 20. OCCUPATIONAL SAFETY AND 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. 21. PRIOR TO HANDLING DIRT AND DEBRIS FROM CONSTRUCTION SITE AND HAULING CONSTRUCTION MATERIALS TO CONSTRUCTION SITE, THE CONTRACTOR SHALL SUBMIT IT TO AND RECEIVE WRITTEN APPROVAL FROM THE CITY TRAFFIC ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS AND REQUIREMENTS THE CITY TRAFFIC ENGIEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PROJECT DRAWINGS & SPECIFICATIONS THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LA -EST EDITION OF THE FOLLOWING DOCUMENTS: 1. SAN DILGO AREA REGIONAL STANDARD DRAWINGS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD) 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD PLANS FOR THE CONSTRUCTION OF ADA CURB RAMPS AND SIDEWALKS SPRINGWOOD LANE, MORNING SUN CT. & 4TH STREET IN THE DTY OF ENCHTAS st 1 VICINITY MAP NOT TO SCALE PROJECT LOCATION AT THE INTERSECTION OF FOURTH STREET AND C STREET. ENCINITAS, CALIFORNIA 92024 SHEET INDEX SHEET DESCRIPTION 11.1 PROJECT LOCATION ALONG SPRINGWOOD LANE AT THE INTERSECTION WITH MORNING SUN DRIVE. ENCINITAS, CALIFORNIA 92024 1 TITLE SHEET 2 TYPICAL SECTIONS & DETAILS 3 SPRINGWOOD LANE STREET IMPROVEMENT PLAN 4 SPRINGWOOD LANE STREET IMPROVEMENT PLAN 5 MORNING SUN COURT STREET IMPROVEMENT PLAN 6 4TH & C STREET IMPROVEMENT PLAN 7 4TH & C STREET IMPROVEMENT PLAN 4 NOTIFICATIONS 1. 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 PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 F. RECLAIMED WATER - SAN ELIJO JPA 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. d \�� L I; 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRIENDLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDNANCE. 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS ALL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 5. 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. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2.THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3.THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4.UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5.WHERE ELEVATIONS AND GRADES' ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6.ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7.CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. &CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9.INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. BMP PROJECT STATUS STANDARD STORMWATER PROJECT 0 is •s Y CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT "C "" "C" Pr: "" �" ter: ` "C`' KRH "C" °T: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING INO. 5 - UI LTS J PLANS PREPARED UNDER SUPERVISION OF R ED: APPROVED: IMPROVEMENT PLAN FOR: HORIZONTAL: NONE DATE: G u // ADA CURB RAMPS AND SIDEWALKS SEESHEET2 ( /J SPRINGWOOD LANE, MORNING SUN $l -109 VERTICAL: NONE aq,�/, 4 2/a/19 J R.C.E. NO.: 47378 ROBERT ZA FRA COURT, & 4TH & C STREET ENGINEE 'S NAME DATE K R. HEFNER DATE::D l9 DATE. � 7 EXP.: 12/31/2017 R.C.E. R.C.E. WORK ORDER NO: CS18C SHEET 1 O IMPROVEMENTS 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHTOOF -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 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 OR BERM, CURB, CROSS GUTTER AND PAVING. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFORMED BY FIELD` MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 5. THE CONTRACTOR SHALL ENFORCE ALL MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN 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. 6. 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. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH 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 REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 8. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING 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. 10. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CANTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (2) DAYS PRIOR TO _START OF ANY CONSTRUCTION. TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH 2010 EDITION OF CALIFORNIA MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONE, AND THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN DURING WORKING HOURS OF 7:30 AM TO 4:00 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM AND AT ALL TIMES SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. THE PROJECT SPECIFICATIONS AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY FURTHER LIMIT WORKING HOURS 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LAMES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION REQUIREMENTS THAT SHALL SUPERSEDE THIS REQUIREMENT. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. CHANGE DESCRIPTION APPROVED I DATE ABBREVIATIONS 16' AB AGGREGATE BASE 2. f AC ASPHALT CONCRETE APN ASSESSOR'S PARCEL NUMBER BC BEGIN CURVE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE G GUTTER TWI ARKWAY 6" PERFORATED 6" PERFORATED CO E CLEAN OUT LEGEND CONC CONCRETE ITEM SYMBOL EC END CURVE ECR END CURB RETURN E G -5 TYPE A SPRINGWOOD LANE EOP EDGE OF PAVEMENT PROPOSED PCC SIDEWALK PER MODIFIED G -7 EP END POINT EVC END VERTICAL CURVE DESIGNED BY: DRAWN BY: EX EXISTING PROPOSED PCC DRIVEWAY PER MODIFIED G -14B °' ° FG FINISH GRADE FL FLOWLINE FS FINIS', SURFACE PROPOSED PCC DRIVEWAY PER MODIFIED G -14D 17TA a GV GAS VALVE DATE: ° HP HIGH POINT 1E INVERT ELEVATION LF LINEAR FEET PROPOSED CURB RAMP PER MODIFIED G -27 R.C.E. NO.: 47378 LP LOW POINT ENGINEER'g NAME DATE P R. HEFNER EXP.: MB MAILBOX R.C.E. PCC PORTLAND CEMENT CONCRETE PCC P06':T OF CONTINUOUS CURVE PROPOSED 6" AC BERM TYPE A PER G -5 PP POWER POLE PRC POINT OF REVERSE CURVE PRV PRESSURE REDUCING VALVE 2" ASPHALT GRIND & OVERLAY PVMT PAVEMENT RET RETAINING RIM RIM ELEVATION 4" AC OVER 6 "CLASS II BASE SCO SEWER CLEANOUT SD STORM DRAIN SDG &E SAN DIEGO GAS & ELECTRIC SDRSD SAN DIEGO REGIONAL STANDARD DRAWING SMH SEWER MANHOLE STD STANDARD SWK SIDEWALK TB TOP OF BERM TC TOP OF CURB TS TRAFFIC SIGNAL WM WATER METER WV WATER VALVE EXISTING R/W 60' 10' 20' \ \ 4.5' 5:5' 2 \ 9% MATCH EXISTING GROUND EX AC SIDEWALK TO BE REPLACED RER MODIFIED G -7; T =6" EX GRASS PARKWAY WITH TREES & UTILITIES TO PROTECT IN PLACE REMOVE & REPLACE EX AC BERM PER G -5 TYPE A 20' 2 INCH GRIND PER CONSTRUCTION NOTE 8 6" PERFORATED 6" PERFORATED PIPE PER DETAIL A PIPE PER DETAIL A SHEET 4 SHEET 4 TYPICAL SECTION SPRINGWOOD LANE STA 100 +00 - 103 +00 EXISTING R/W 10' i 2' 5.5' 4.5' 2% i � MATCH EXISTING GROUND EX AC SIDEWALK TO BE REPLACED PER MODIFIED G -7; T =6" EX GRASS PARKWAY WITH TREES & UTILITIES TO PROTECTIN PLACE REMOVE & REPLACE EX AC BERM PER G -5 TYPE A EXISTING EXISTING R/W 52' R/W 1 _ I _ 1 \ MATCH EXISTING GROUND EX AC SIDEWALK TO BE REPLACED PER MODIFIED G -7; T =6" EX GRASS F WITH TREES & TO PROTECT REMOVE PER BENCHMARK SEE ABOVE SCALE HORIZONTAL: N VERTICAL: NON 10' 16' 16' 1 10' 4.5' 5.5' 2. f 2% r .. .' .. ........ 2 INCH GRIND PER CONSTRUCTION NOTE 8 TWI ARKWAY 6" PERFORATED 6" PERFORATED UTILITIES PIPE PER DETAIL A PIPE PER DETAIL A V PLACE SHEET 4 SHEET 4 & REPLACE TYPICAL SECTION EX AC BERM E G -5 TYPE A SPRINGWOOD LANE EX AC BE STA 103 +00 - 109 +81 PER G -5 AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEI K H mivv KKH PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE ONE DATE: 4'z/7 / OBE I O DATE CO V E A A, q 4 C�1 (L q� a 2eig R.C.E. NO.: 47378 ENGINEER'g NAME DATE P R. HEFNER EXP.: 12/31/2017 R.C.E. i i i i MATCH EXISTING GROUND :X AC SIDEWALK TO 3E REPLACED PER AODIFIED G -7; T =6" 4SS PARKWAY REES & UTILITIES DTECT IN PLACE : REPLACE RM TYPE A :RING DIVISION APPROVALS D: APPROVED: FRANK BELOCK DATE:44AC9 R.C.E. Tl~ EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 633 -2778, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE FOR EMERGENCY WORK. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. 8. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 9. TEMPORARY EROSION CONTROL DEVISES WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER. 10. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER PRECIPITATION EXCEEDING ONE QUARTER (j) INCH IN ANY 12 -HOUR PERIOD OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 12. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 13. STANDBY CREWS SHALL BE ALTERED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 14, GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 15. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF RAIN IS PREDICTED. 16. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. BASIS OF COORDINATES NAD 83 (1991.35 EPOCH) 1020 (ENC -20) 1010 (CLSB -0121) 2 1/2" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -20 L.S. 7322 IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD, 100 FEET SOUTH OF EL CAMINO DEL NORTE. N 1963143.331' E 6260364.873' RECORD OF SURVEY 18416 2 1/2" DISK STAMPED "CLSB -012 LS6215" IN THE NORTHEAST CORNER OF A VAULT IN THE SOUTHWEST QUADRANT OF LONEJACK RD AND DOUBLE LL RANCH RD. N 1968886.903' E 6265716.150' RECORD OF SURVEY 18416 BENCHMARK 1020 (ENC -20) 2 1/2" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -20 L.S. 7322" IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD, 100 FEET SOUTH OF EL CAMINO DEL NORTE. ELEV. 120.564 FEET DATUM: NAVD 88 RECORD OF SURVEY 18416 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT ENT PLAN FOR: ADA CURB RAMPS AND SIDEWALKS SPRINDWOOD LANE, MORNING SUN COURT, & 4TH & C STREET WORK ORDER NO: CS18C • DRAWING NO. SI -109 SHEET 2 OF 7 KD t S SPECIAL NOTES APN 264- 261 -33 CONTRACTOR TO CONTACT PROPERTY OWNER PRIOR TO THE START OF ANY WORK,AT 907 SPRINGWOOD LANE. CONTRACTOR TO REMOVE PORTION OF ARTIFICIAL TURF AND STONE TILE IN CONFLICT WITH NEW SIDEWALK. CONTRACTOR TO REINSTALL ARTIFICIAL TURF AND STONE BEHIND SIDEWALK TO MATCH EXISTING ARTIFICIAL TURF AND STONE TILE ON THE PRIVATE PROPERTY AT 907 SPRINGWOOD LANE. CONTRACTOR SHALL REMOVE AND REINSTALL ARTIFICIAL TURF AND TILE STONE TO RESIDENT'S SATISFACTION. Ok1� 6���qN 50�G GN GR��� oC o�� LPN CONSTRUCTION NOTES/ INSTALL CURB RAMP PER MODIFIED 0 -27; T =6° BLACK TRUNCATED DOME INSTALL PCC DRIVEWAY PER MODIFIED G -148; NO GUTTER, T =7.5" U3 INSTALL PCC DRIVEWAY PER MODIFIED G -14D; NO GUTTER, T =7.5" ® REMOVE & REPLACE EX AC BERM PER G -5 TYPE A O5 EX 2 " -4" PVC DRAINS TO BE RECONNECTED PER D -27 © EX UTILITIES TO BE PROTECTED IN PLACE O7 INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY. THICKNESS 7.5° ® FULL WIDTH 2 INCH GRIND, INSTALL 2 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT. O9 INSTALL PERFORATED DRAIN PER DETAIL SHEET 2. 10 RELOCATE IRRICATION BEYOND NEW SIDEWALK LOCATION. 11 REMOVE PLUMB TREES AND REPLACE WITH JACARANDA MIMOISFOLIA 15 GALLON. O2 REMOVE FICUS TREES AND, REPLACE WITH JACARANDA MIMOSIFOLIA 15 GALLON. 13 INSTALL 24" ROOT BARRIER. 14 PROTECT EXISTING GATE IN PLACE. 15 REMOVE 3 FICUS TREES. REPLACE WITH 2 JACARANDA MIMOSIFOLIA 15 GALLON 16 REMOVE EXISTING TREE AND /OR ROOTS 17 RELOCATE IRRIGATION OUTSIDE AREA OF NEW SIDEWALK 18 REMOVE EXISTING CROSS GUTTER, INSTALL CONCRETE CROSS GUTTER PER MODIFIED G -12; T =10" 19 INSTALL 4" ASPHALT CONCRETE PAVEMENT OVER 6" CLASS II BASE v CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ur_�iurvrlu DT; uRrlvYiv o r: Mr_U `HU DI; ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. - V L s IL SEE SHEET 2 HORIZONTAL: 1 " =20' VERTICAL: NONE �o ��:1(i PLANS PREPARED UNDER SUPERVISION OF DATE: -i7 R.C.E. NO.: 47378 IP, . H FNEfj � EXP.: 1131/2017 COMMENDED: APPROVED: OBER Z FRANK - �7 R E. G "' R.C.E. �� IMPROVEMENT PLAN FOR: ADA CURB RAMPS AND SIDEWALKS SPRINGWOOD LANE WORK ORDER N0: CS18C .5l -109 ��-_ EN( NEER'S NAME DATE SHEET 3 OF 7 'J KD O 1 Lf) 00 Ln O n Q I- F- W cf) W = W Z� J W = W Ucf) F— Q Q CONSTRUCTION NOTES 1O INSTALL CURB RAMP PER MODIFIED G -27; T =6" BLACK TRUNCATED DOME O2 INSTALL PCC DRIVEWAY PER MODIFIED G -148; NO GUTTER, T =7.5" O3 INSTALL PCC DRIVEWAY PER MODIFIED G -14D; NO GUTTER, T =7.5" O4 REMOVE & REPLACE EX AC BERM PER G -5 TYPE A O5 EX 2 " -4" PVC DRAINS TO BE RECONNECTED PER D -27 © EX UTILITIES TO BE PROTECTED IN PLACE O7 INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY. THICKNESS 7.5" ® FULL WIDTH 2 INCH GRIND, INSTALL 2 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT. O9 INSTALL PERFORATED DRAIN PER DETAIL SHEET 2. 10 RELOCATE IRRICATION BEYOND NEW SIDEWALK LOCATION. 11 REMOVE PLUMB TREES AND REPLACE WITH JACARANDA MIMOISFOLIA 15 GALLON. �2 REMOVE FICUS TREES AND REPLACE WITH JACARANDA MIMOSIFOLIA 15 GALLON. O3 INSTALL 24" ROOT BARRIER. ® PROTECT EXISTING GATE IN PLACE. 15 REMOVE 3 FICUS TREES. REPLACE WITH 2 JACARANDA MIMOSIFOLIA 15 GALLON 16 REMOVE EXISTING TREE AND /OR ROOTS 17 RELOCATE IRRIGATION OUTSIDE AREA OF NEW SIDEWALK 18 REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER MODIFIED G -12; T =10" 19 INSTALL 4" ASPHALT CONCRETE PAVEMENT OVER 6" CLASS II BASE. w MIRAFI 140 N FILTER FABRIC OR APPROVED EQUAL MIRAFI 140 N FILTER FABRIC OR APPROVED EQUAL DETAIL A PERMEABLE CLASS II BEDDING PER STATE STANDARD SPECIFICATION 68 -1.025 MIRAFI 140 N FILTER FABRIC OR APPROVED EQUAL 6" PVC (SDR -26) PERFORATED DRAIN PIPE I CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ut�i�Ntu dT: UK" CT: (Yitl KH CT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. L �{/ SEE SHEET 2 HORIZONTAL: 1 " =20' VERTICAL: NONE /,t, I?�!� PLANS PREPARED UNDER SUPERVISION OF DATE:�/J 7 R.C.E. NO.: 47 K R. HEFNFI EXP.: 112 31/2017 ED: APPROVED: OANK BE LOCK DATE: - �7 DATE: � R.C.E. R.C.E. ;y�j� IMPROVEMENT PLAN FOR: ADA CURB RAMPS AND SIDEWALKS SPRINGWOOD LANE WORK ORDER NO: CS18C Sl -109 ENG EER'S NAME DATE SHEET 4 OF 7 64qw SPECIAL NOTES APN 264- 261 -36 CONTRACTOR TO CONTACT PROPERTY OWNER AT 2223 MORNING SUN COURT TWO WEEKS PRIOR TO CONSTRUCTION REGARDING RELOCATION OF IRRIGATION AND REMOVAL OF LANDSCAPING. SPECIAL NOTES APN 264- 261 -37 CONTRACTOR TO CONTACT PROPERTY OWNER AT 2211 MORNING SUN COURT TWO WEEKS PRIOR TO CONSTRUCTION TO ALLOW THEM TO REMOVE PLANTS PRIOR TO CONSTRUCTION. PROPERTY OWNER WILL REPLANT LANDSCAPING AFTER CONSTRCTION IS COMPLETE. STA 52+38.18 END MATCH CURB 264- 261 -40 CONSTRUCTION NOTES 1O INSTALL CURB RAMP PER MODIFIED G -27; T =6" BLACK TRUNCATED DOME O2 INSTALL PCC DRIVEWAY PER MODIFIED G -146; NO GUTTER, T =7.5" O3 INSTALL PCC DRIVEWAY PER MODIFIED G -14D; NO GUTTER, T =7.5" ® REMOVE & REPLACE EX AC BERM PER G -5 TYPE A Q5 EX 2 " -4" PVC DRAINS TO BE RECONNECTED PER D -27 © EX UTILITIES TO BE PROTECTED IN PLACE O INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY. THICKNESS 7.5" FULL WIDTH 2 INCH GRIND, INSTALL 2 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT. O9 INSTALL PERFORATED DRAIN PER DETAIL SHEET 2. 10 RELOCATE IRRICATION BEYOND NEW SIDEWALK LOCATION. 11 REMOVE PLUMB TREES AND REPLACE WITH JACARANDA MIMOISFOLIA 15 GALLON. 0 REMOVE FICUS TREES AND REPLACE WITH JACARANDA MIMOSIFOLIA 15 GALLON. 13 INSTALL 24" ROOT BARRIER. ® PROTECT EXISTING GATE IN PLACE. 15 REMOVE 3 FICUS TREES. REPLACE WITH 2 JACARANDA MIMOSIFOLIA 15 GALLON 16 REMOVE EXISTING TREE AND /OR ROOTS 17 RELOCATE IRRIGATION OUTSIDE AREA OF NEW SIDEWALK 18 REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER MODIFIED G -12; T =10" 19 INSTALL 4" ASPHALT CONCRETE PAVEMENT OVER 6" CLASS II BASE. GIN3T^L'L & "COILDAND4utrbRLPec) PETL GC-L. CURB DATA TABLE CHANGE NO. BEARING OR DELTA LENGTH RADUIS NOTES 1❑ SPECIAL NOTES APN 264 - 261 -39 24.77' 30.0' 6" CURB PER G -2 ❑2 A = 8 °59'12" 5.96' 38.0' 6" CURB PER G -2 A = 224 °55'29" 149.18' 38.0' 6" CURB PER G -2 ® A = 43 °35'28" 22.82' 30.0' 6" CURB PER G -2 IMPROVEMENT PLAN FOR: ADA CURB RAMPS AND SIDEWALKS MORNING SUN COURT WORK ORDER NO: CS18C $l -109 CONTRACTOR TO CONTACT PROPERTY OWNER AT 2202 MORNING SUN iz g COURT TWO WEEKS PRIOR TO CONSTRUCTION TO ALLOW THEM TO REMOVE 4 EN INEER'S NAME DATE 't't 8 tJ PLANTS PRIOR TO CONSTRUCTION ABOUT TREE REMOVAL. 264-261-36, u STA 52+38.18 END MATCH CURB 264- 261 -40 CONSTRUCTION NOTES 1O INSTALL CURB RAMP PER MODIFIED G -27; T =6" BLACK TRUNCATED DOME O2 INSTALL PCC DRIVEWAY PER MODIFIED G -146; NO GUTTER, T =7.5" O3 INSTALL PCC DRIVEWAY PER MODIFIED G -14D; NO GUTTER, T =7.5" ® REMOVE & REPLACE EX AC BERM PER G -5 TYPE A Q5 EX 2 " -4" PVC DRAINS TO BE RECONNECTED PER D -27 © EX UTILITIES TO BE PROTECTED IN PLACE O INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY. THICKNESS 7.5" FULL WIDTH 2 INCH GRIND, INSTALL 2 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT. O9 INSTALL PERFORATED DRAIN PER DETAIL SHEET 2. 10 RELOCATE IRRICATION BEYOND NEW SIDEWALK LOCATION. 11 REMOVE PLUMB TREES AND REPLACE WITH JACARANDA MIMOISFOLIA 15 GALLON. 0 REMOVE FICUS TREES AND REPLACE WITH JACARANDA MIMOSIFOLIA 15 GALLON. 13 INSTALL 24" ROOT BARRIER. ® PROTECT EXISTING GATE IN PLACE. 15 REMOVE 3 FICUS TREES. REPLACE WITH 2 JACARANDA MIMOSIFOLIA 15 GALLON 16 REMOVE EXISTING TREE AND /OR ROOTS 17 RELOCATE IRRIGATION OUTSIDE AREA OF NEW SIDEWALK 18 REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER MODIFIED G -12; T =10" 19 INSTALL 4" ASPHALT CONCRETE PAVEMENT OVER 6" CLASS II BASE. GIN3T^L'L & "COILDAND4utrbRLPec) PETL GC-L. CURB DATA TABLE CHANGE NO. BEARING OR DELTA LENGTH RADUIS NOTES 1❑ A = 47 °18'43" 24.77' 30.0' 6" CURB PER G -2 ❑2 A = 8 °59'12" 5.96' 38.0' 6" CURB PER G -2 A = 224 °55'29" 149.18' 38.0' 6" CURB PER G -2 ® A = 43 °35'28" 22.82' 30.0' 6" CURB PER G -2 I € HIGH PT STA: 51 +11.45 I HIGH PT ELEV: 208.91 PVI STA:51 +11.69 i PVI ELEV:20$.94 K:4.41 I ' I LVC:10.00 I I I i rnrn rnrp E ; mm °m I I m ON +° I ° i + i ° `r I � 0w nw 1 j O m m 00 ° n LO + d- rN r M + rb i CO + O OJ (0 > o > n i M� O O i ON +� +OJ >m >W ( +� +r O $ 21D 0 w, mm ._. _ N — 00 ..e .____ ` 210 00 - ° N .. -...' O N— F— U Q r O N ...®— ._...__....m....W....d... ° ......�....�.�. ®mm .m.,.v..,......._.,...._..�.� ®._.— kk --- �._,,,. _e..__.e .�.,.. O r I m. ..,. to O H U ( to f— .Ni [¢ v H J UJ ¢ € E + �—. �� —_ - -- — I ¢ ON I 1.08 0 - - J -1.19% - rn �- ---- - - - - -- - - I - -- - - - - - - - - - - - - - -- - - -r -- - - - - -- - c~i:� [ W W w w° € oW� alb I a¢ I -� w _ a¢ I w a¢ t CL a¢ I oo w w U jU0 I >J a a� I w ° j^Z >� c� 0 >� jaw lw d a¢ r o I U r - W n € z [ a z � c� 1 � Y C9 w z Ub m (n a � _ w m oo - r-� _Q _.. X W Y �h (~!7 rn Y (7 N iM m 07 a_ �.__ �. . W..._ ... ....' Y C� (!1 NW. Mm d X ; Q_J X IXO W� _ tl .... mQ X w N W m¢ N w X O €w H w N W WH I M i"lm I �w I O F I W O U° U 2 ( U W U= � LLJ m�3a� °cn�0 5r°�� i W w� oN�� 9 w33a� ! m�'ia� i wa� 3 6 i O CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. - UIL15 miw I SEE SHEET 2 HORIZONTAL: 1"=10' VERTICAL: 1"=2.5' �!/.�ilo�i►� 2f�?1!9 PLANS PREPARED UNDER SUPERVISION OF DAB � Z6 f7 R.C.E. NO.: 47378 KI R. H FNE EXP.: 13/31/2017 RE OMMENDED: APPROVED: E J. b I7 DATE: B'LO DATE: DATE: 6u � R.C.E. R.C.E. IMPROVEMENT PLAN FOR: ADA CURB RAMPS AND SIDEWALKS MORNING SUN COURT WORK ORDER NO: CS18C $l -109 EN INEER'S NAME DATE SHEET 5 OF 7 O SAWCUT LINE MATCH EXISTING-4,-y I STA 205 +99.77; 25.07' RT END CURB & GUTTER MATCH EX IMPROVEMENTS t t t r r C STREET STA 206+50= FOURTH STREET STA 120 +00 FG 58.10' %MATCH EXISTING STREET a ( *�� m r Lu 7 BEGIN PCR �1 PER G =27 U WITH BLACK 2 TRUMCATED DOME a 15 r q o t. r r C STREET STA 206+50= FOURTH STREET STA 120 +00 FG 58.10' %MATCH EXISTING STREET a ( *�� m r Lu 7 BEGIN PCR �1 PER G =27 U WITH BLACK 2 TRUMCATED DOME I- 15 r q o t. F t a PER G -2 © A = 90 °11'45" 23.61' C) 15.0' STA 120 +40.05; 24.99' LT CURB BEGIN PCR h' je N84 °06'29 "E CURB RAMP r .. QO? 1 a I e G STA 120 +50.05; 25.02' LT PER G -27 10.0' A a r (o WITH BLACK %- �9 A = 90 °40'45" A MATCH E ` TRUMCATED DOES = L m INE d ( dATCH ISTING " - -- \} k 11 � t G -2 i I STAI ' i k i STA 120 +50.05; 25.03 RT BEGIN CURB & GUTTER i J 4 . f q6 ! �i a+?'1"aa i i ny SYN..t r 1 i 56rir i *�� m DATA TABLE Lu 7 CURB RAMP �1 PER G =27 U WITH BLACK 2 TRUMCATED DOME I- 15 r 10.0' o t. F t a PER G -2 © A = 90 °11'45" 23.61' C) 15.0' STA 120 +40.05; 24.99' LT CURB BEGIN PCR h' je N84 °06'29 "E 10.0' - -- 6" a I .. STA 120 +50.05; 25.02' LT �l BEGIN CURB & GUTTER 10.0' ; a r (o PER FG 61.$0' �9 A = 90 °40'45" A MATCH E ` rt� 3 (t . ..Q 6" S"CU INE d ( dATCH ISTING « - -- \} k 11 � a� 4 G -2 207. s ui W m U +, m _ DATA TABLE Lu 7 CURB RAMP BEARING OR DELTA PER G =27 U WITH BLACK 2 TRUMCATED DOME I- 15 N06 °05'28 "W 10.0' o t. F t a PER G -2 © A = 90 °11'45" 23.61' C) 15.0' STA 120 +40.05; 24.99' LT CURB BEGIN PCR G -2 je N84 °06'29 "E 10.0' - -- 6" a I PER STA 120 +50.05; 25.02' LT ® BEGIN CURB & GUTTER 10.0' ; 4 I ! E CURB PER G -2 �9 A = 90 °40'45" A rt� 3 (t . ..Q 6" / to PER Y J m a j3 10 a 10.0' 5 - -- \} k 11 CURB a� 4 G -2 i I STAI ' i k i J 4 s ui W m U +, m CURB DATA TABLE Lu m a� BEARING OR DELTA LENGTH U RADUIS 2 NOTES I- 15 N06 °05'28 "W 10.0' o - -- 6" CURB PER G -2 © A = 90 °11'45" 23.61' C) 15.0' 6" CURB PER G -2 ❑7 N84 °06'29 "E 10.0' - -- 6" CURB PER G -2 ® N05 °53'37 "W 10.0' - -- 6" CURB PER G -2 �9 A = 90 °40'45" 23.74' 15.0' 6" CURB PER G -2 10 N83 °31'23 "E 10.0' - -- 6" CURB PER G -2 s 58 I 57 m 0) 56 wr-o 0 C-4 55 � -c I 0 -j N m 10) 4 �3_ — ui W m U +, m w Lu m a� U 2 ( VU) I- � �ii 0 o cy + 00 ON J to [ C) j V7 N F 60 — 3.2; 59( 58 0 0 'Z 58 I 57 m 0) 56 wr-o 0 C-4 55 � -c I 0 -j N m 10) 4 �3_ — 0 0 ? t V) a 'C z ` E L4 G w SE CURB RETURN WI N LL I A 23.7 1 A/4 5.9 5' H (t o o Lu LL W I I 0 0 07 00 e....� �,. ,_.x.__._..._.._.. U rl N N- "Nr H ri0 Q (f) cyF— N N _... O 1 117 mm �„'iJ°�a - ......._.__m F + H H ix � �� _ I� ._ V7NFU -- Z SW CURB RETURN i CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESICNED Br: DRAWN Br: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. LTs Z PLANS PREPARED UNDER SUPERVISION OF R OMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ADA CURB RAMPS SEE SHEET 2 HORIZONTAL: 1 " =10' DATE: 6 ��% FOURTH STREET & C STREET SI -109 �,y� � R.C.E. NO.: 47378 BER 7 NO RANK BELOCK VERTICAL: 1 " =2' 9' /Nt/'« 0. �� 2�1?✓t9 DATE: DATE: Z:w E GINEER'S NAME DATE IP • HE ER EXP.: 12/31/2017 R.C.E. R.C.E. WORK ORDER NO: CS18C SHEET 6 OF 7 �J All %L` f ui W m U +, m m a� r ( ( VU) 0 0 cy J6 SE CURB RETURN WI N LL I A 23.7 1 A/4 5.9 5' H (t o o Lu LL W I I 0 0 07 00 e....� �,. ,_.x.__._..._.._.. U rl N N- "Nr H ri0 Q (f) cyF— N N _... O 1 117 mm �„'iJ°�a - ......._.__m F + H H ix � �� _ I� ._ V7NFU -- Z SW CURB RETURN i CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESICNED Br: DRAWN Br: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. LTs Z PLANS PREPARED UNDER SUPERVISION OF R OMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ADA CURB RAMPS SEE SHEET 2 HORIZONTAL: 1 " =10' DATE: 6 ��% FOURTH STREET & C STREET SI -109 �,y� � R.C.E. NO.: 47378 BER 7 NO RANK BELOCK VERTICAL: 1 " =2' 9' /Nt/'« 0. �� 2�1?✓t9 DATE: DATE: Z:w E GINEER'S NAME DATE IP • HE ER EXP.: 12/31/2017 R.C.E. R.C.E. WORK ORDER NO: CS18C SHEET 6 OF 7 �J All %L` f �J All %L` f We 50 120 +00.00 E� PAVEMENT 120 +73.34 58.09 60.11 i 120 +53.74 120 +23.34 120 33.34 59. 1 58.49 58.23 �____ -- 60 %1.60% l 120 +53.34 58.71 120 +23.34 57.58 j __ . __ _ : _ ___ --__ .. _ 120 +3334 ... 57.58 120 +28.34 57.50 1 E 120+93.34_ 61.06 120 +73.34 59.83 - FINISHED PAVEMENT 121+08.34 61.80 129 +93.34 60°196 121 +08.34 61.80 CONSTRUCTION NOTES REPLACED ASPHALT CONCRETE SHALL BE 4" AC / 6" CALSS II BASE CHANGE NO. STRIPING NOTES 1O REPLACE PAVEMENT MARKER "BIKE" PER CALTRANS STD PLAN A24D O2 REPLACE PAVEMENT MARKER "LANE" PER CALTRANS STD PLAN A24D O3 REPLACE PAVEMENT MARKER TYPE I ARROW PER CALTRANS STD PLAN CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT A24A O4 REPLACE TRAFFIC STRIPING BIKE LANE PER CALTRANS STD PLAN A20D V DETAIL 39 O5 REPLACE PAVEMENT MARKER "STOP" PER CALTRANS STD PLAN A24D 6O REPLACE CROSSWALK LIMIT LINE PER CALTRANS STD PLAN A24E O7 REPLACE TRAFFIC STRIPING BILE LANE AT INTERSECTION PER CALTRANS STD PLAN A20D DETAIL 39A O REPLACE TRAFFIC STRIIPING DOUBLE YELLOW PER CALTRANS STD PLAN A20A DETAIL 21 CONSTRUCTION NOTES REPLACED ASPHALT CONCRETE SHALL BE 4" AC / 6" CALSS II BASE J1 I kk CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS- BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. V S Jw SEE SHEET 2 HORIZONTAL: 1 " =10' VERTICAL: 1"=2.5' AA li. ���N PLANS PREPARED UNDER SUPERVISION OF DATE: �O �I17 R.C.E. NO.: 47378 KIPP HEFNER EXP.: 12/31/2017 OMME�A ED: APPROVED: BE-R AI RANK BELOCK DATE: b 17 DATE: e_zr/ R.C.E. R.C.E. IMPROVEMENT PLAN FOR: ADA CURB RAMPS FOURTH STREET & C STREET WORK ORDER NO: CS18C Sl -109 ENGINEER'S NAME DATE SHEET 7 []F 7 J1 I kk