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8779WORK TO BE DONE 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 (lei) 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 BE 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 AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2709 D. THE CONTRACTOR SHALL NOTIFY COX COMMUNICATIONS 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 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH STAFF REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS TO REMAIN 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 ON 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. 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: SEWERS - LWD - (760)- 753 -0155 GAS & ELECTRIC - SDGE - (760)- 438 -6200 WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 TELEPHONE - SBC BELL - (760)- 489 -3411 CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 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. PLANS FOR THE CONSTRUCTION OF MONTGOMERY AVENUE SIDEWALK IMPROVEMENTS IN THE CITY OF ENCINITAS n T n PROJECT LOCATION ii W rz 0 zl Q U cnl(`INIITA C VICINITY MAP NOT TO SCALE BIRMINGHAM DRIVE FROM MONTGOMERY AVENUE TO THE ALLEY BETWEEN MONTGOMERY AVENUE & ROSSINI DRIVE. ROSSINI DRIVE BETWEEN MONTGOMERY AVE & THE ALLEY BETWEEN MONTGOMERY AND MANCHESTER AVENUE. SHEETINDEX SHEET DESCRIPTION 1 TITLE SHEET 2 ABBREVIATIONS, LEGEND AND NOTES 3 DEMOLITION PLAN - MONTGOMERY AT BIRMINGHAM 4 DEMOLITION PLAN - MONTGOMERY AT ROSSINI 5 SITE PLAN - MONTGOMERY AT BIRMINGHAM 6 SITE PLAN - MONTGOMERY AT ROSSINI 7 PLAN AND PROFILE - BIRMINGHAM DRIVE 8 PLAN AND PROFILE - ROSSINI DRIVE IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 813 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 1492 SQFT INCREASE IN IMPERVIOUS AREA: 1.071 SQFT IMPERVIOUS AREA REPLACED: 421 SQFT SCOPE OF WORK THE WORK CONSISTS OF CLEARING AND GRUBBING INCLUDING REMOVAL OF CONCRETE CURBS, INSTALLING CONCRETE SIDEWALK, INSTALLING CURB AND GUTTER, INSTALLING CURB RAMPS, INSTALLING ROADWAY SIGNS, INSTALLING PAVEMENT MARKINGS, INSTALLING RETAINING WALL AND RELATED APPURTENANT WORK SHOWN WITHIN THESE PLANS. PROJECT DRAWINGS AND SPECIFICATIONS THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. SAN DIEGO 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 GRADING 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. 3. 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. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 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 907% PRIOR TO PIPE INSTALLATION. N v 5 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM 64107 \� OF CNIFO� I BMP PROJECT STATUS 1 STANDARD RECORDED ON AS DOC. ip _ I \" ni- gTQl�'T`vw" `% I FIELD OPERATIONS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I N/A z,zZ.cg( � 3.13.18 DATE SIGN V DATE SIGN DATE 2/22�2� SIGN DATE 4 2fl4lif DATE CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UtNgWj MT.' 1 UKAM OT: 1 UltSfft 07: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS -111VQ-TS MjW I 01gl 18 THE BENCH MARK IS 2.5" CITY of PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ENCINITAS BRASS DISK, STAMPED, °ENC -41, LS 7322° IN A TURNOUT ON HORIZONTAL: N/A DATE: 02/15/2018 "A"_ MONTGOMERY AVENUE $� -114 THE EAST SIDE O NORTHBOUND HIGHWAY ^ R.C.E. NO.: 69107 MATTHEW J. WIDELSKI CHRISTOPHER L ADOSKU SIDEWALK IMPROVEMENTS 101, 0.5 MILES NORTH OF CHESTERFIELD VERTICAL: N A / `• � � 3 /l3 /Z4 /t AND 10 FEET WEST OF NORTH END OF �' o' ' l DATE: DATE: 3-13 -� /8 GUARDRAIL - NAVD88 ELEV.= 73.612 FT NAME DATE TAMARA O'NEAL EXP.: §/30 /2018 R.C.E._� R.C.E. vas" WORK ORDER No. CS17C SHEET 1 OF 8 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT 1- 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 (407.). 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 ALERTED 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 THE COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 AND ARE EXPRESSED IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI, AT EPOCH 1991.35, AND ARE BASED ON POINT 1041 FROM THE PUBLISHED SAN DIEGO COUNTY RECORD OF SURVEY #18416. THE GRID VALUE FOR 1041= N- 1954519.319 FT, E- 6244094.667 FT. BASIS OF BEARINGS BEARINGS ARE REFERENCED TO GRID NORTH AS DEFINED BY THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI AND ARE BASED ON THE CALCULATED LINE FROM POINT 1041 TO POINT 1042 FROM THE PUBLISHED SAN DIEGO COUNTY RECORD OF SURVEY #18416, SAID BEARING = S24' 39' WE BASIS OF ELEVATION ELEVATIONS ARE REFERENCED TO NAVD88, UTILIZING GEOID12A AND DETERMINED LOCALLY BY POINT 1041 FROM THE PUBLISHED SAN DIEGO COUNTY RECORD OF SURVEY #18416 NAVD88 ELEVATION = 73.612 FT. ni! 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM ABBREVIATIONS AC ASPHALT CONCRETE APN ASSESSOR'S PARCEL NUMBER BC BEGIN CURVE BF BOTTOM OF FOOTING BW BOTTOM OF WALL DU DUCT EC END CURVE EX EXISTING FG FINISH GRADE FL FLOW LINE LF LINEAR FEET RRFB SOLAR RECTANGULAR RAPID FLASHING BEACON SDG&E SAN DIEGO GAS & ELECTRIC SDRSD SAN DIEGO REGIONAL STANDARD DRAWING STA STATION STD STANDARD TC TOP OF CURB TW TOP OF WALL WV WATER VALVE R/W PROJECTION OF R/W R/W FROM EAST STREET OPENING I o i i MASONRY \ RETAINING WALL PER SDRSD C -6 4" DU, PROTECT IN PLACE FIELD VERIFY EXACT LOCA" VARIES LEGEND ITEM STD. DWG # SYMBOL CONCRETE CURB & GUTTER SDRSD G -2 & MODIFIED G -2 RETAINING CURB CONCRETE SIDEWALK GROUND COVER /MULCH YELLOW THERMOPLASTIC "CONTINENTAL" CROSSWALK LIMIT LINE (STOP LINE) WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) WHITE THERMOPLASTIC MASONARY RETAINING WALL PAVEMENT SECTION (4" AC / 6" CLASS II BASE) DIRECTION OF FLOW LIMITS OF DEMOLITION EXISTING ASPHALT TO BE REMOVED SOLAR RECTANGULAR RAPID FLASHING BEACON (RRFB) G3IH;>id�l�';l_\7>Am o VARIES - 22' TO 30' , �I EXIT EXIST I ROSSINI DRIVE SECTION B -B 4" AC 6" CLASS II BASE 50' t CALTRANS A24E SDRSD C -6 mml:lmmg=m SOLAR RECTANGULAR RAPID FLASHING Em BEACON (RRFB) R/W R/W VARIES EXISTING WOOD FENCE 1 6' TO 8' 4.5' DESCRIPTION SIDEWALK DATE PER SCALE SDRSD G -7 t ENGINEERING DIVISION APPROVALS t ~- 12" O RETAINING t CURB I� t CONSTRUCT NEW CURB AND GUTTER PER SDRSD G -2 0' TO 4' -6" REMOVE EXISTING AC PAVEMENT AND SUBBASE R/W Vr%vullIU I I COVER/ i t MULCH � 1 1 t t EXIST 1 EXIST ' � EXISTING ' 1 PAVEMENT SECTION BIRMINGHAM AVENUE SECTION A -A IMPROVEMENTS 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS 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 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 BERMS, CURBS, CROSS GUTTERS AND PAVING. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFORIMED 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. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE REMOVED FROM WITHIN THE AREAS TO BE PAVED. 6. THE CONTRACTOR SHALL ENFORCE ALL SAFETY 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. 7. 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. 8. 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. 9. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 10. 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. 11. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION. DIG ALERT 811. TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS 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 ON 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 LANES 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. 69107 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ut��rvtu tsT: UKAI es T: l:ntl:K UT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. O AS- BUIITS MJW 10 /f /I 8 THE BENCH MARK IS 2.5° CITY of ENCINITAS BRASS DISK, STAMPED, 'ENC -41, LS 7322" IN A TURNOUT ON THE EAST SIDE OF O NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF NORTH END OF GUARDRAIL - NAVD88 ELEV.= 73.612 FT HORIZONTAL: N/A VERTICAL: N/A �1 � l0 g �� PLANS PREPARED UNDER SUPERVISION OF DATE: Q2/15/2018 R.C.E. NO.: 69107 � � TAkkARA O'NEAL EXP.: 6/30/2018 RECOMMENDED: APPROVED: q►, 11 / MATTHEW J. WIDELSKI CHRISTOPHER L M OSKU DATE; 3 / 13 /ZO /d DATE: 3- 13-ZOIX R.C.E. R.C.E. ra 2 l:Z IMPROVEMENT PLAN FOR: MONTGOMERY AVENUE SIDEWALK IMPROVEMENTS IWORK ORDER No. CS17C SI -114 NAME DATE SHEET 2 OF 8 t APN: 260- 382 -26 I, I APN: 260 - 361 -15 ,g 23 f / i I R/W 7(DN — — 18 ON J I LO CD ui CL w i aC.) i 12 eG�'YFS REIMovEo > • € 20 ��•��A /�i� —/�� 20 v r e O y� . D' c BIRMIT N SIDEWALK APN: 260 - 382 -53 I w I k Z pl) JL 16 �F� � w z _TiJ L i II I - t 9 - - t C� - -- :3 / // I i - 22 p O 06 N + Co u� 0 14 CO I-n z ti5 I w I k Z pl) JL 16 �F� � w z _TiJ L i II I - t 9 - - t C� - -- :3 / // I i - FIAM DRIVE �c4 FWAUK 2 R_. - - i � y= =' APN: 260 - 382 -48 -;v I E I I I o DEMOLITION NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CITY OF ENCINITAS ORDINANCES. 2. UTILITIES SHOWN PER BEST AVAILABLE GIS DATA PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY AND MARK OUT ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS. 3. WITHIN THE SUBJECT WORK AREA, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 4. ALL ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION. 5. FOR ALL ITEMS TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL 6. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE ONLY. ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT CONSTRUCTION OF THE PROPOSED PROJECT. 7. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE TEMPORARY CONSTRUCTION FENCE IN THE FIELD WITH THE OWNERS AND THE CITY OF ENCINITAS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND SWILL INSTALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND UTILIZE FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS REQUIREMENTS. 9. WHEN WORKING NEAR ENERGIZED FACILITIES A STANDBY LINEMAN IS REQUIRED. DEMOLITION KEY NOTES O SAWCUT AND REMDVE CURB AND GUTTER O PROTECT EXISTING POWER POLE (P207438) AND GUY WIRE IN PLACE O PROTECT EXISTING ALLEY APRON O PROTECT EXISTING LIGHT IN PLACE O PROTECT EXISTING STREET SIGN IN PLACE O SANDBLAST AND REMOVE EXISTING WHITE TRAFFIC STRIPE O PROTECT EXISTING ATT VRAD AND PROWER FOR VRAD PROTECT IN PLACE O PROTECT EXISTING ELECTRICAL VALVE IN PLACE O PROTECT EXISTING SIDEWALK IN PLACE 10 CLEAR AND PREPARE SURFACE FOR FUTURE SIDEWALK AND RETAINING WALL �R9TNiA',j F�GR I E ^/� 12 CLEAR AND TRIM EXISTING BUSH AS NEEDED, TO THE SATISFACTION OF THE CITY INSPECTOR. -- 13 PRafm ExmNe weeo Few iN Pi Remove- Ey-tsT%H(r w*oo PcNet 15 PROTECT EXISTING CONCRETE CURB IN PLACE 16 REMOVE EXISTING .75 IRON POST SURVEY MONUMENT. SEE MONUMENT NOTE 17 PROTECT EXISTING FIRE HYDRANT IN PLACE 18 PROTECT EXISTING GIN SPIKE W/1 Y" DISC 1S 5717" 19 PROTECT EXISTING )f SQUARE IRON PIN - BENT (NO RECORD) 20 1 -4" DU, MARK OUT REQUIRED, PROTECT IN PLACE @ 2 -4" DU, MARK OUT REQUIRED, FROM SAI AT 393 BIRMINGHAM TO VRAD AT 1968 MONTGOMERY, PROTECT IN PLACE 22 SANDBLAST AND REMOVE EXISTING 'STOP" 23 SAI CABINET, PROTECT IN PLACE MONUMENT NOTE OA .75 IRON POST TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HIVING A UCENSED LAID SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. C. N v 5 69107 * 0 SAN DIEGOAVENUE CA 92128 ENCE, SUITE 200 10 0 10 20 of cALIF�` P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY' 1 DRAWN BY. 1 CHECKED BY- MR I MR I TOO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS -Bul"s MJW 10/a/( 10/a/le THE BENCH MARK IS 2.5° CITY OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ENCINITAS BRASS DISK, STAMPED, 02 DATE: 1J5 � 018 Q MONTGOMERY AVENUE SI -114 'ENC -41, LS 7322° IN A TURNOUT ON HORIZONTAL- 1 " =10' THE EAST SIDE OF NORTHBOUND HIGHWAY R.C.E. NO.: 69107 MATTHEW J. WIDELSK! CHRISTOPHER L. T ADOSKU 101, 0.5 MILES NORTH OF CHESTERFIELD VERTICAL N A ,�� f-� �� j (� .0 3/13/ DES 5-13- L. W SIDEWALK IMPROVEMENTS AND 10 FEET WEST OF NORTH END OF GUARDRAIL - NAVD88 ELEV.= 73.612 FT NAME DATE TAMARA 0 NEAL EXP.: ¢/30/2018 DATE- .7 — R C E.�aLL73 WORK ORDER No. CS17C SHEET 3 OF 8 NN O N N I t!� 14 CO - to R -17.5' N + CND N to r I it 11 00 11+ 5 I' 2t FIAM DRIVE �c4 FWAUK 2 R_. - - i � y= =' APN: 260 - 382 -48 -;v I E I I I o DEMOLITION NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CITY OF ENCINITAS ORDINANCES. 2. UTILITIES SHOWN PER BEST AVAILABLE GIS DATA PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY AND MARK OUT ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS. 3. WITHIN THE SUBJECT WORK AREA, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 4. ALL ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION. 5. FOR ALL ITEMS TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL 6. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE ONLY. ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT CONSTRUCTION OF THE PROPOSED PROJECT. 7. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE TEMPORARY CONSTRUCTION FENCE IN THE FIELD WITH THE OWNERS AND THE CITY OF ENCINITAS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND SWILL INSTALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND UTILIZE FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS REQUIREMENTS. 9. WHEN WORKING NEAR ENERGIZED FACILITIES A STANDBY LINEMAN IS REQUIRED. DEMOLITION KEY NOTES O SAWCUT AND REMDVE CURB AND GUTTER O PROTECT EXISTING POWER POLE (P207438) AND GUY WIRE IN PLACE O PROTECT EXISTING ALLEY APRON O PROTECT EXISTING LIGHT IN PLACE O PROTECT EXISTING STREET SIGN IN PLACE O SANDBLAST AND REMOVE EXISTING WHITE TRAFFIC STRIPE O PROTECT EXISTING ATT VRAD AND PROWER FOR VRAD PROTECT IN PLACE O PROTECT EXISTING ELECTRICAL VALVE IN PLACE O PROTECT EXISTING SIDEWALK IN PLACE 10 CLEAR AND PREPARE SURFACE FOR FUTURE SIDEWALK AND RETAINING WALL �R9TNiA',j F�GR I E ^/� 12 CLEAR AND TRIM EXISTING BUSH AS NEEDED, TO THE SATISFACTION OF THE CITY INSPECTOR. -- 13 PRafm ExmNe weeo Few iN Pi Remove- Ey-tsT%H(r w*oo PcNet 15 PROTECT EXISTING CONCRETE CURB IN PLACE 16 REMOVE EXISTING .75 IRON POST SURVEY MONUMENT. SEE MONUMENT NOTE 17 PROTECT EXISTING FIRE HYDRANT IN PLACE 18 PROTECT EXISTING GIN SPIKE W/1 Y" DISC 1S 5717" 19 PROTECT EXISTING )f SQUARE IRON PIN - BENT (NO RECORD) 20 1 -4" DU, MARK OUT REQUIRED, PROTECT IN PLACE @ 2 -4" DU, MARK OUT REQUIRED, FROM SAI AT 393 BIRMINGHAM TO VRAD AT 1968 MONTGOMERY, PROTECT IN PLACE 22 SANDBLAST AND REMOVE EXISTING 'STOP" 23 SAI CABINET, PROTECT IN PLACE MONUMENT NOTE OA .75 IRON POST TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HIVING A UCENSED LAID SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. C. N v 5 69107 * 0 SAN DIEGOAVENUE CA 92128 ENCE, SUITE 200 10 0 10 20 of cALIF�` P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY' 1 DRAWN BY. 1 CHECKED BY- MR I MR I TOO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS -Bul"s MJW 10/a/( 10/a/le THE BENCH MARK IS 2.5° CITY OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ENCINITAS BRASS DISK, STAMPED, 02 DATE: 1J5 � 018 Q MONTGOMERY AVENUE SI -114 'ENC -41, LS 7322° IN A TURNOUT ON HORIZONTAL- 1 " =10' THE EAST SIDE OF NORTHBOUND HIGHWAY R.C.E. NO.: 69107 MATTHEW J. WIDELSK! CHRISTOPHER L. T ADOSKU 101, 0.5 MILES NORTH OF CHESTERFIELD VERTICAL N A ,�� f-� �� j (� .0 3/13/ DES 5-13- L. W SIDEWALK IMPROVEMENTS AND 10 FEET WEST OF NORTH END OF GUARDRAIL - NAVD88 ELEV.= 73.612 FT NAME DATE TAMARA 0 NEAL EXP.: ¢/30/2018 DATE- .7 — R C E.�aLL73 WORK ORDER No. CS17C SHEET 3 OF 8 NN J n 9 o 6 + 20 00 ROSSINI DRIVE N APN: 260 - 352 -24 c �aY / APN: 260 - 351 -13 l Rte° C7� D j Lo LO f N + MN'f �n z ej ! t r i- — — — — 21 00 — — — — 21-50 9 8 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — R =10'J �� R =35 , -- ------- ---_ \\ �1 1 3 3 4 y L"1�R W = u' / m \ go M LO ~\ — ill C6 06 l j r P \ \ 7 t ac OD IM • in O + a + + \ f` N N cn � o r in APN: 260 - 352 -22 uj 3a �Q \ W O r , r i I X14 DEMOUTION NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CiTY OF ENCINiTAS ORDINANCES. 2. UTILITIES SHOWN PER BEST AVAILABLE GIS DATA PRIOR TO CONSTRUCTION, THE CONTRACTOR SMALL FIELD VERIFY AND MARK OUT ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS. 3. WITHIN THE SUBJECT WORK AREA, THE INTENT IS TO HAVE A CLEAN, CLEAR SiTE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 4. ALL ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION. 5. FOR AL ITEMS TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL 6. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE ONLY. ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT CONSTRUCTION OF THE PROPOSED PROJECT. 7. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE TEMPORARY CONSTRUCTION FENCE IN THE FIELD WiTH THE OWNERS AND THE CiTY OF ENCINITAS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND SHALL INSTALL TRAFFIC CONTROL DEMO, SIGNAGE, AND UiIILIZE FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINRAS REQUIREMENTS. DEMOUTION KEY NOTES O REMOVE AND RELOCATED EXISTING STREET SIGN O PROTECT EXISTING BLOCK WALL IN PLACE O REMOVE EXISTING IRRIGATION SYSTEM WITHIN PUBLIC R/W. O CLEAR AND PREPARE SURFACE FOR FUTURE SIDEWALK AND RETAINING WALL O CLEAR AND TRIM EXISTING BUSH AS NEEDED. NO WORK OUTSIDE OF THE R/W SHALL TAKE PLACE WITHOUT COORDINATION BETWEEN THE CiTY INSPECTOR, THE POTENTIALLY AFFECTED PROPERTY OWNER AND THE CONTRACTOR. REMOVAL OF VEGETATION WITHIN THE R/W SHALL BE UNDER THE DIRECTION OF THE CiTY INSPECTOR. O PROTECT EXISTING WOOD FENCE IN PLACE O SAWCUT AND REMOVE AC PAVEMENT O8 SANDBLAST AND REMOVE EXISTING STOP BAR O SANDBLAST AND REMOVE EXISTING "STOP" 10 PROTECT EXISTING 2" GAS MAIN IN PLACE mi W07 * t7 v SAN DI AVENUE 9 1 CIE SUITE 200 10 0 10 20 Fes` P: 8511385.0500 WWW.NV5.COM SCALE: 1" =10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT H Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A AS -90-TS MJW 10 8 THE BENCH MARK IS 2.5" CITY of PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ENCINITAS BRASS DISK, STAMPED, DATE: Q�/15 /2018 'ENC -41, LS 7322" IN A TURNOUT ON HORIZONTAL: 1" =10' MONTGOMERY AVENUE SI -114 THE EAST SIDE OF NORTHBOUND HIGHWAY R.C.E. NO.: 69107 MATTHEW J. WIDELSKI CHRISTOPHER L. M OSKU 101, 0.5 MILES NORTH OF CHESTERFIELD VERTICAL: N/A �� _ �� g I>� SIDEWALK IMPROVEMENTS AND 10 FEET WEST OF NORTH END OF DATE: 3✓/3/?AI8 DATE: 3'/3 -Zo /8 GUARDRAIL - NAVD88 ELEV.= 73.612 FT NAME DATE TAMARA VNEAL EXP.: 6/30/2018 R.C.E. 71-8_ R.C.E. G 2 /1 WORK ORDER No. CS17C SHEET 4 OF 8 X� APN: 260 - 382 -26 APN: 260 - 382 -53 I I I ' E I f i APN: 260- 361 -15 1 / 7 i 3 W . W i V �z n r- u! CONSTRUCTION KEY NOTES O1 CONCRETE SIDEWALK PER SDRSD G -7 O2 TYPE 'A -1' CURB RAMP PER SDRSD G -28, SEE DETAIL A SHEET 8 Q CURB AND GUTTER PER SDRSD G -2 a YELLOW THERMOPLASTIC "CONTINENTAL" CROSSWALK, PER CALTRANS STD DETAIL A24F O5 WHITE THERMOPLASTIC 'STOP' PER CALTRANS STD PLAN A24D Q TRUNCATED DOMES PER SDRSD G -30 0 SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4' AC / 6" CLASS II BASE SECTION ® MASONRY RETAINING WALL PER SDRSD C -02, SEE SHEET 7. BLOCK SHALL BE "NATURAL TAN." CONTRACTOR TO APPLY 3 COATS ANTI- GRAPHTI COATING Q PROTECT EXISTING An VRAD AND PROWER FOR VRAD PROTECT IN PLACE 45 PROTECT ELECTRICAL VALVE IN PLACE 11 RESET SURVEY MONUNMENT, SEE MONUMENT NOTE 12 WHITE THERMOPLASTIC LIMIT LINE (STOP UNE) PER CALTRANS STD PLAN A24E 13 GRADE EXISTING HILLSIDE BACK TO THE TOP OF THE NEW RETAINING WALL. 14 YELLOW THERMOPLASTIC "SHARK TOOTH" YIELD LINE, PER CALTRANS STD DETAIL A24E 15 CONTRACTOR TO COORDINATE THE INSTALLATION OF GROUNDCOVER /MULCH WITH THE CITY'S CONSTRUCTION REPRESENTATIVE. 16 PROTECT EXISTING POWER POLE (P207438) AND GUY WIRE IN PLACE 17 SOLAR RECTANGULAR RAPID FLASHING BEACON (RRFB) PER CARMANAH R920 OR APPROVED EQUAL =61 ITAS FIRE DEPARTMENT REQUIREMENTS, SEE DETAIL 1 THIS SHEET. i4 RE CONSTRUCTION NOTE 1. WHEN WORKING NEAR ENERGIZED FACILITIES A STANDBY LINEMAN IS REQUIRED. MONUMENT NOTE OA .75 IRON POST TO BE TIED HORIZONTALLY do VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SWILL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE — CONSTRUCTION CORNER RECORD AND A POST — CONSTRUCTION CORNER RECORD. •* CONTRACTOR SHALL INSTALL BMPS AND MAINTAIN A CLEAN AND ORDERLY STAGING AREA TO THE SATISFACTION OF THE CITY INSPECTOR. CURB DATA TABLE BEARING OR DELTA LENGTH RADIUS NOTES E1 A =12.96 3.39' 15' 6" CURB do GUTTER PER SDRSD G -2 ❑2 A =61.47 16.09' 15' CURB RAMP TYPE 'A -1' PER SDRSD G -28 F11 A=12.96 3.39' 15' MODIFIED CURB do GUTTER PER SDRSD G -2 03 N2722'09"W 9.17' 9.17' MODIFIED CURB do GUTTER PER SDRSD G -2 "No Parking Fire Lane" WHITE letters on RED curb 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM 10 0 10 21 NNEW SCALE: 1 " =10' y OF CALIF CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- 50ILT5 mdw O THE BENCH MARK IS 2.5' CITY OF ENCINITAS BRASS DISK, STAMPED, ENC -41, LS 7322° IN A TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF NORTH END OF GUARDRAIL - NAVD88 ELEV.= 73.612 FT HORIZONTAL: 1 " =10' VERTICAL: N A �(A. ID PLANS PREPARED UNDER SUPERVISION OF DATE: Q2/15 2018 R.C.E. NO.: 69107 ,C TAMARA O'NEAL EXP.: ¢/30 /2018 RECOMMENDED: MATTHEW J. WIDELSKI DATE: ?✓��3 u1�8 R.C.E. 41DOZ APPROVED: CHRISTOPHER L. DOSKU DATE: ,3-13'Za✓8 R.C.E. IMPROVEMENT PLAN FOR: MONTGOMERY AVENUE SIDEWALK IMPROVEMENTS WORK ORDER No. CS17C SI -114 NAME DATE SHEET 5 OF 8 Jn� + ID 0 o N OOf N to Z Gi 20 00 — — ROSSINI DRIVE 0 1 0 N. I w I'? R/W APN: 260 -351 -13 14 BEGIN 11 C4 o 3 5 t 6 R/W 9 APN: 260 - 352 -24 r- I = �� . \ B-B LN / APN: a 10 3 ... 4� ,\ 7 R� 1' 260-352-22 1 �f r; 13 I BEGIN f�. f��f1 ✓I t. Ay ! 0 r X /4 t r l / l CONSTRUCTION KEY NOTES 0 CONCRETE SIDEWALK PER SDRSD G -7 0 MODIFIED TYPE 'C' CURB RAMP PER SDRSD G -29, SEE DETAIL B, SHEET 8 O3 CURB AND GUTTER PER SDRSD G -2 ® YELLOW THERMOPLASTIC 'CONTINENTAL" CROSSWALK, PER CALTRANS STD DETAIL A24F 0 SAWCUT AND MATCH NEW CONCRETE RETAINING CURB Q TRUNCATED DOMES PER SDRSD G -30 0 RELOCATED STOP SIGN WITH STREET NAMES ® WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) PER CALTRANS STD PLAN A24E ® 12' TALL RETAINING CURB, SEE DETAIL 1 BELOW t0 WHITE THERMOPLASTIC 'STOP' PER CALTRIWS STD PLAN A24D 11 SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4' AC / 6' CLASS II BASE SECTION t2 GRADE EXISTING HILLSIDE BACK TO THE BACK OF NEW RETAINING CURB t2 MODIFIED TYPE 'D' CURB RAMP PER SDRSD G -31, SEE DETAIL B, SHEET 8 13 PROTECT EXISTING 2' GAS MAIN IN PLACE t4 PAINTED "RED CURB' PER ENCINITAS FIRE DEPARTMENT REQUIREMENTS, SEE DETAIL t SHEET 5. '* CONTRACTOR SHAT INSTAL. BMPS AND MAINTAIN A CLEAN AND ORDERLY STRING AREA TO THE SATISFACTION OF THE CRY INSPECTOR. CURB DATA TABLE BEARING OR DELTA LENGTH -41 8 iv NOT49'50 "E 3 ... 4� ,\ 7 R� 1' 260-352-22 1 �f r; 13 I BEGIN f�. f��f1 ✓I t. Ay ! 0 r X /4 t r l / l CONSTRUCTION KEY NOTES 0 CONCRETE SIDEWALK PER SDRSD G -7 0 MODIFIED TYPE 'C' CURB RAMP PER SDRSD G -29, SEE DETAIL B, SHEET 8 O3 CURB AND GUTTER PER SDRSD G -2 ® YELLOW THERMOPLASTIC 'CONTINENTAL" CROSSWALK, PER CALTRANS STD DETAIL A24F 0 SAWCUT AND MATCH NEW CONCRETE RETAINING CURB Q TRUNCATED DOMES PER SDRSD G -30 0 RELOCATED STOP SIGN WITH STREET NAMES ® WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) PER CALTRANS STD PLAN A24E ® 12' TALL RETAINING CURB, SEE DETAIL 1 BELOW t0 WHITE THERMOPLASTIC 'STOP' PER CALTRIWS STD PLAN A24D 11 SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4' AC / 6' CLASS II BASE SECTION t2 GRADE EXISTING HILLSIDE BACK TO THE BACK OF NEW RETAINING CURB t2 MODIFIED TYPE 'D' CURB RAMP PER SDRSD G -31, SEE DETAIL B, SHEET 8 13 PROTECT EXISTING 2' GAS MAIN IN PLACE t4 PAINTED "RED CURB' PER ENCINITAS FIRE DEPARTMENT REQUIREMENTS, SEE DETAIL t SHEET 5. '* CONTRACTOR SHAT INSTAL. BMPS AND MAINTAIN A CLEAN AND ORDERLY STRING AREA TO THE SATISFACTION OF THE CRY INSPECTOR. CURB DATA TABLE BEARING OR DELTA LENGTH RADIUS NOTES ❑1 NOT49'50 "E 8' — MODIFIED CURB RAMP PER SDRSD G -29 ❑2 NOT49'50'E 50.89' — MODIFIED CURB & GUTTER PER SDRSD G-2 03 A =30.69 18.48' 34.5' MODIFIED CURB do GUTTER PER SDRSD G -2 04 A =24.94 15.02' 34.5' MODIFIED CURB RAMP PER SDRSD G -29 BROOM FINISH TOP AND __.`.. TOOLED EDGE o� o' o CONCRETE SIDEWALK PER SDRSD G -7 0 EXTEND A MINIMUM OF 18' BELOW PAVEMENT 4' 4' 40 12' 1 12" RETAINING CURB NO SCALE SINGLE MA'► 46 AASAa. 8' ON Cc~ EACH WAY HoalzoNTAK. AND '411tr AI- Z C 0! <Fn N v 5 W07 IV * SAN DIE AVENUE F 8ENCE' SUITE 200 10 0 10 20 CAVE �A P: 858.385.0500 WWW.NV5.COM SCALE: 1 " =10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. MK mm I a AS-BUR-TS mdw 10 I THE BENCH MARK IS 2.5" CITY of PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ENCINITAS BRASS DISK, STAMPED, DATE: 02/15 / 2018 ENC -41, LS 7322" IN A TURNOUT ON HORIZONTAL: 1" =10' � Q RI/*�1,6 MONTGOMERY AVENUE SI -114 THE EAST SIDE OF NORTHBOUND HIGHWAY R.C.E. NO.: 69107 MATTHEW J. WIDELSKI CHRIST PHER L M DOSKU 101, 0.5 MILES NORTH OF CHESTERFIELD VERTICAL: N A SIDEWALK IMPROVEMENTS AND 10 FEET WEST OF NORTH END OF R.C.E. C' DATE: 3/13/2018 DATE: 3-13-Z GUARDRAIL — NAVD88 ELEV.= 73.612 FT NAME DATE TAMARA O'NEAL EXP.: 6/30/1018 R.C.E. 71427 _ R.C.E. WORK ORDER No. CS17C ISHEET 60F 8 0 0 � l l e a 9'0 4 41n 0 0 ° EXTEND A MINIMUM OF 18' BELOW PAVEMENT 4' 4' 40 12' 1 12" RETAINING CURB NO SCALE SINGLE MA'► 46 AASAa. 8' ON Cc~ EACH WAY HoalzoNTAK. AND '411tr AI- Z C 0! <Fn N v 5 W07 IV * SAN DIE AVENUE F 8ENCE' SUITE 200 10 0 10 20 CAVE �A P: 858.385.0500 WWW.NV5.COM SCALE: 1 " =10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. MK mm I a AS-BUR-TS mdw 10 I THE BENCH MARK IS 2.5" CITY of PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ENCINITAS BRASS DISK, STAMPED, DATE: 02/15 / 2018 ENC -41, LS 7322" IN A TURNOUT ON HORIZONTAL: 1" =10' � Q RI/*�1,6 MONTGOMERY AVENUE SI -114 THE EAST SIDE OF NORTHBOUND HIGHWAY R.C.E. NO.: 69107 MATTHEW J. WIDELSKI CHRIST PHER L M DOSKU 101, 0.5 MILES NORTH OF CHESTERFIELD VERTICAL: N A SIDEWALK IMPROVEMENTS AND 10 FEET WEST OF NORTH END OF R.C.E. C' DATE: 3/13/2018 DATE: 3-13-Z GUARDRAIL — NAVD88 ELEV.= 73.612 FT NAME DATE TAMARA O'NEAL EXP.: 6/30/1018 R.C.E. 71427 _ R.C.E. WORK ORDER No. CS17C ISHEET 60F 8 0 +00 0 +95 " O Z. N v 5 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM `k �S 4� RETAINING WALL PROFILE SCALE: 1 "= 5' T h WITH YELLOW THERMOPLASTIC "CONTINENTAL" CROSSWALK, PER CALTRANS STD DETAIL A24F, SEE SHEET 5 -� STRUCTURAL NOTES GEN 1. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR WORK SHOWN ON THE DRAWINGS AND ON TYPICAL DETAILS 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. 3. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEW STRUCTURES DURING CONSTRUCTION. SUCH MEASURES INCLUDE BUT ARE NOT LIMITED TO SHORING, BRACING AND SAFETY MEASURES ETC., FOR ALL CONSTRUCTION PHASES. 4. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, PROFILES AND SECTIONS OR DETAILS SHOWN IN THE DRAWINGS. 5. UNLESS OTHERWISE SHOWN, LOCATIONS OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF THE ENGINEER. SOILS AND FOUNDATIONS 1. ACTIVE EARTH PRESSURE = 32 PSF/FT OF DEPTH 2. PASSIVE EARTH PRESSURE = 250 PSF/FT OF DEPTH 3. ALLOWABLE SLIDING COEFFICIENT OF FRICTION = 0.3 4. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF (DEAD PLUS LIVE) 5. SOILS SHOULD BE DAMPENED PRIOR TO PLACING CONCRETE FOOTINGS 6. ALL FOOTINGS MUST EXTEND AT LEAST 12" INTO UNDISTURBED NATURAL SOIL OR COMPACTED FILL WHICH HAS BEEN COMPACTED TO AT LEAST 90% DENSITY MASQNBY 1. ALL CONCRETE MASONRY UNIT BLOCKS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT BLOCK WITH fm= 1500 PSI AND SHALL CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. MORTAR MIX FOR BLOCK PLACEMENT MUST MEET A MINIMUM COMPRESSIVE STRENGTH OF 1800 psi. MORTAR SHALL CONFORM TO ASTM C 270 AND ARTICLES 2.1 AND 2.6 A OF TMS 602/ ACI 530.1/ ASCE 6 3. GROUT MIX FOR FILLING BLOCK CELLS MUST MEET A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND SHALL CONFORM TO CBC 2013 SECTION 2103.13. ROD OR VIBRATE GROUT IMMEDITAELY. RE -ROD OR RE- VIBRATE GROUT ABOUT 10 MINUTES AFTER POURING TO ENSURE SOLID CONSOLIDATION. STOP GROUT 2" FROM TOP OF MASONRY UNITS WHEN ADDITIONAL GROUT LIFT IS REQUIRED. 4. ALL CELLS SHALL BE FILLED WITH GROUT. 5. ALL JOINTS SHALL BE TOOLED CONCAVE. 6. TO INSURE PROPER BONDING BETWEEN THE FOOTING AND THE FIRST COURSE BLOCK, A MORTAR KEY MUST BE FORMED BY EMBEDDING A FLAT 2 "X4" FLUSH WITH AND AT THE TOP OF THE FRESHLY POURED FOOTING PER SDRSD C -8. IT SHOULD BE REMOVED AFTER THE CONCRETE HAS STARTED TO HARDEN. A MORTAR KEY MAY BE OMITTED IF THE FIRST COURSE BLOCK IS SET INTO FRESH CONCRETE WHEN THE FOOTING IS POURED AND A GOOD BOND IS OBTAINED. 7. LAP LENGTHS SHALL BE 40 TIMES THE BAR DIAMETER B. CONTRACTOR SHALL JOIN EXISTING WALL ACCORDING TO SECTION 303 -4 OF THE 2015 EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,JOI 1. VERTICAL CONTROL JOINTS MALL BE PLACED AT 30' INTERVALS MAXIMUM. JOINTS SHALL BE DESIGNED TO RESIST SHEAR AND OTHER LATERAL FORCES WHILE PERMITTING LONGITUDINAL MOVEMENT. 2. VERTICAL EXPANSION JOINTS SHALL BE PLACED AT 60' INTERVALS MAXIMUM. CONCRETE 1. STRUCTURAL CONCRETE COMPRESSIVE DESIGN STRENGTH AT 28 DAYS, UNLESS NOTED OTHERWISE FOOTINGS - 2588- PSI -(AMN) THERS - 2§ B-PS IN) L v 2. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 201 OF 2015 EDITION THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 3. ALL REINFORCING BARS SHALL BE WELL SECURED PRIOR TO PLACING CONCRETE 4. ALL EXPOSED CONCRETE EDGES SHALL HAVE V CHAMFER REINFORCING STEEL 1. DETAILING, FABRICATION AND PLACEMENT OF REINFORCING BARS MUST FOLLOW THE ACI MANUAL (ACI 315 LATEST EDITION) OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. 2. ALL REINFORCING BARS MUST BE DEFORMED AND COMPLY WITH ASTM 615 -85, OWE 60. 3. WHEN ONE CONTINOUS BAR CANNOT BE USED, A LAP OR SPLICE OF 40 BAR DIAMETERS IS REQUIRED. 4. REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS SHOWN BELOW A. FOOTING AND SLABS CAST AGAINST EARTH ................3 -IN B. ALL OTHERS ........................................ ...........................2 -IN 5. BOTTOM STEEL OF SLABS AND FOOTINGS SHALL BE SUPPORTED OFF THE EARTH OR FORMS BY PRECAST CONCRETE BLOCKS WIRE TIED TO THE REINFORCEMENT. 6. ALL DOWELS FROM FOOTINGS INTO WALLS SHALL BE THE SAME SIZE AND SPACING AS THE WALL VERTICAL REINFORCEMENT AND LAPPED WITH REINFORCEMENT UNLESS INDICATED OTHERWISE. WALL DRAINS 1. PROVIDE ONE HORIZONTAL ROW OF OPEN HEAD JOINTS EVERY 24" FOR DRAINAGE IN THE FIRST COURSE ABOVE FINSHED GRADE. 2. BACKFILL BEHIND THE OPEN HEAD JOINTS MUST BE GRAVEL WITH A MINIMUM THICKNESS OF 6" INCHES AND EXTENDING FROM THE TOP OF THE WALL TO THE TOP OF THE FOOTING. 69107 \�OF �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT v�a��rv�u 6T: URAnn DT: llntllRtU CT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 11 AS- BUILT5 Md W 10 19 THE BENCH MARK IS 2.5" CITY of ENCINITAS BRASS DISK, STAMPED, °ENC -41, LS 7322° IN A TURNOUT ON THE EAST SIDE OF O NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF NORTH END OF GUARDRAIL - NAVD88 ELEV.= 73.612 FT HORIZONTAL- 1 " =5' VERTICAL: 1 " =2' /t , � � �p � l8 PLANS PREPARED UNDER SUPERVISION OF DATE: 02/15/2018 R.C.E. NO.: 69107 � . �_ � TAMARA O'NEAL EXP.: 6/30/2018 RECOMMENDED: APPROVED: Ain i,. Q ��l4itf.� MATTHEW J. WIDELSKI CHRIST HER L. M OSKU DATE: 3//3/U/t DATE: 3- 13-l.0/$ R.C.E. 7/6 R.C.E. GQil:t IMPROVEMENT PLAN FOR: MONTGOMERY AVENUE SIDEWALK IMPROVEMENTS WORK ORDER No. CS17C SI -114 NAME DATE SHEET 7 OF 8 in! 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM 1 +00 0+00 1 +00 ROSSINI DRIVE CURB PROFILE ROSSINI DRIVE SAWCUT AND REPLACE 1' MINIMUM PAVEMENT WQU •- At% / R" /lI ACC it GACC WHITE THERMOPLASTIC 'STOP' PER CALTRANS STD PLAN A24D, SEE SHEET 6 WHITE THERMOPLASTIC 109.40 -T-Cl LINE (STOP LINE) PER inn m n ,... .... ,._.. ... .. B SIDEWALK & PEDESTRIAN RAMP IMPROVEMENT DETAIL 6 SCALE: 1 "= 5' YELLOW THERMOPLASTIC "CONTINENTAL" CROSSWALK WALK PER CALTRANS REVISED. ' STD PLAN A24F, SEE SHEET 6 w z w x 0 0 z. 0 pq —OF-1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT u�a��ncu oT: uKAmv es T: �nt�ntU rsT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. J AS -WILTS MJW 10/6?/19 THE BENCH MARK IS 2.5° CITY of PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: IMPROVEMENT PLAN FOR: ENCINITAS BRASS DISK, STAMPED, 'ENC -41, LS 7322" IN A TURNOUT ON HORIZONTAL: 1 " =5' DATE: 02 /15/2018 9 Q MONTGOMERY AVENUE SI -114 THE EAST SIDE O NORTHBOUND HIGHWAY nn R.C.E. NO.: 69107 MATTHEW J. WIDELSKI CHRISTOPHER L.. M OSKU 101, 0.5 MILES NORTH OF CHESTERFIELD VERTICAL: 1 " =5' ,L ,(` �,.K lG.$.1� .�' � 3 /l3 /po /8 aATE: 3- /3 -Zo /8 SIDEWALK IMPROVEMENTS AND 10 FEET WEST OF NORTH END OF NAME DATE TA ARA O'NEAL EXP.: 6/30 2018 DATE: GUARDRAIL — NAVD88 ELEV.= 73.612 FT / R.C.E. 1/001— R.C.E. & a f-7 z WORK ORDER No. CS17C SHEET 8 OF 8