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HomeMy WebLinkAboutUnderhill Farms - Highway Improvement Plan�Ie DESIGN TRAFFIC DATA NYS ROUTE 118 FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL A A D.T 3,862 POSTED SPEED LIMIT 40 MPH DESIGN SPEED 45 MPH DESIGN TRAFFIC DATA UNDERHILL AVENUE (WEST OF NYS ROUTE 1 18) FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL A.&D.T, 9,132 POSTED SPEED LIMIT 40 MPH DESIGN SPEED 45 MPH DESIGN TRAFFIC DATA UNDERHILL AVENUE (EAST OF NYS ROUTE 1 18) FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL AA.D.T. 5,540 POSTED SPEED LIMIT 30 MPH DESIGN SPEED 35 MPH HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22.092) NYS ROUTE 118 (S*H* 148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK STATE I �, l l z o Ridge '� o - �� r J�� 0 % P RD 4i jl I Im MILL cid i i C1,0111,�� gOCES ACC \% G'edjur ond al_vainp r —� TRD 7 r _ gLLANAVr r \ RD HALY � > I ,,, `\ 132 " p —G A\DR \ V ILL AVE \ n I \ 60 1 r— PROJECT LOCATION 00 FRF�r A 'French Hill' y' " Ir V c - /A jl II � y INDEX OF SHEETS NUMBER OF SHEETS SHEET NUMBERS DESCRIPTION I CS -01 COVERSHEET 2 GN -01 TO GN -02 GENERAL NOTES 4 DTL-01 TO DTL-04 DETAILS I TYP-01 TYPICAL SECTIONS 3 LP -01 TO LP -03 LAYOUT & CONSTRUCTION PLAN 3 PP -01 TO PP -03 PAVING PLAN 3 GD -01 TO GD -03 GRADING & DRAINAGE PLAN 3 SP -01 TO SP -03 SIGNING & STRIPING PLAN 4 TSP -01 TO TSP -04 TRAFFIC SIGNAL PLAN 8 WZTC-01 TO WZTC-08 WORK ZONE TRAFFIC CONTROL PLAN 32 Colliers Engineering & Design www.colliersengineering.com Copyright 01024. Colliers Engineering &Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the parry for whom the Estates were contracted or to whom it Is Entries. This drawing may not be copied reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Collin Engineering& Design, PROTECTYOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE CrMlw�ry FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O,A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS 1 y � FOR -A _ / UNDERHILL AVENUE / IMPROVEMENTS t� Z C;) (SEAR # 22-092) 70 70 V� NYS ROUTE 118 (S.H.148) AT ir'nRNIA RIP) UNDERHILL AVENUE KEY MAP SCALE: I" = 10001 SOURCE: NEW YORK STATE GEOGRAPHIC INFORMATION SYSTEM (GIS) THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST REVISION, TO GOVERN. STANDARD SPECIFICATION §106-11 BUY AMERICA SHALL APPLY. NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SHEETS DATED, LATEST REVISION, ARE APPLICABLE TO THIS PROJECT. NAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAV INLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORKAND OPINION. APPROVED 3 , Resolution Number ? . -13 Date J=u I! l2i zp 2_�_ TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N n_e 400 Columbus Avenue, WW Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTU RE, SURVEYING CT. P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PI0I-COVER M 0 wZ 0 Zo N a U � V ,n 0 O O Y Y } Z Z Z Z O K K K a a a a u o a 0 V w w w w a m Z xf g Pf ¢ LL 2 g 0 HD N N N ¢ m � w + Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O,A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS 1 y � FOR -A _ / UNDERHILL AVENUE / IMPROVEMENTS t� Z C;) (SEAR # 22-092) 70 70 V� NYS ROUTE 118 (S.H.148) AT ir'nRNIA RIP) UNDERHILL AVENUE KEY MAP SCALE: I" = 10001 SOURCE: NEW YORK STATE GEOGRAPHIC INFORMATION SYSTEM (GIS) THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST REVISION, TO GOVERN. STANDARD SPECIFICATION §106-11 BUY AMERICA SHALL APPLY. NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SHEETS DATED, LATEST REVISION, ARE APPLICABLE TO THIS PROJECT. NAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAV INLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORKAND OPINION. APPROVED 3 , Resolution Number ? . -13 Date J=u I! l2i zp 2_�_ TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK COVER SHEET CS -01 WESTCHESTER n_e 400 Columbus Avenue, WW Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTU RE, SURVEYING CT. P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PI0I-COVER COVER SHEET CS -01 GENERAL NOTES I. TOPOGRAPHIC SURVEY INFORMATION HAS BEEN OBTAINED FROM A SURVEY PREPARED BY COLLIERS ENGINEERING & DESIGN, CT P.C, DATED 11/20/23. NYSDOT RECORD PLANS RC 58-097 MAY ALSO BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST. 2. MATERIAL AND CONSTRUCTION SPECIFICATIONS: NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (US CUSTOMARY) CURRENT REVISION OFFICIALLY ADOPTED AS OF THE EFFECTIVE LETTING DATE, EXCEPT AS MODIFIED IN THE CONTRACT DOCUMENTS. 3. CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES, EXISTING STRUCTURE LOCATIONS AND OTHER EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE FOR FURTHER RESOLUTION. 4. THE CONTRACTOR SHALL COMPLETE SURVEY TASKS (I.E., STATION ROADWAY, MARK OUT EXISTING/PROPOSED RIGHT-OF-WAY LINES, MARK OUT UTILITIES, SURVEY MANHOLES, VALVES, AND CATCH BASINS REQUIRING ADJUSTMENT TO PROVIDE A SMOOTH RIDING SURFACE AND PROMOTE PROPER DRAINAGE, ETC.) AS DIRECTED BY THE ENGINEER PRIOR TO BEGINNING ANY CONSTRUCTION WORK. PAYMENT FOR THIS WORK WILL BE MADE UNDER ITEM 625.01. ALL SURVEY NOTES FOR EACH LOCATION SHALL BE SUBMITTED TO THE ENGINEER. 5. THE CONTRACTOR SHALL BE AWARE THAT OTHER CONTRACTORS MAY BE WORKING IN THE AREA ON OTHER CONSTRUCTION AT THE SAME TIME THAT WORK IS PERFORMED UNDER THIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE PROJECT WORK WITH OTHER CONTRACTORS AND SHALL SCHEDULE ITS OPERATIONS SO AS TO CAUSE A MINIMUM DISRUPTION TO TRAFFIC. 6. THIS PROJECT INVOLVES CONSTRUCTION WITHIN AN ACTIVE ROADWAY. WORK SHALL BE PERFORMED SO AS TO ENSURE THAT PROPER TRAFFIC FLOW IS MAINTAINED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE WORK ZONE TRAFFIC CONTROL IN ACCORDANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) INCLUDING NEW YORK STATE SUPPLEMENT, THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE ENGINEER. 7. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT FINISH AND QUALITY OF WORK AND MATERIAL USED IN THE CONSTRUCTION. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT AND RESTORATION OF ALL NATURAL AND MANMADE FEATURES WHETHER SHOWN ON THE PLANS OR ENCOUNTERED IN THE FIELD. IT IS THE INTENTION OF THE PLANS TO SHOW ONLY MAJOR FEATURES TO BE PROTECTED, RESTORED, OR REPLACED. 9. PROTECTION AND RESTORATION OF PROPERTY SHALL BE IN ACCORDANCE WITH THE NYSDOT STANDARD SPECIFICATIONS. 10. TOPSOIL (ITEM 610.1402 - TOPSOIL ROADSIDE) SHALL BE PLACED, AND AREAS SHALL BE SEEDED (ITEM 610.1601 - TURF ESTABLISHMENT ROADSIDE) AS SOON AS FINAL GRADES ARE ESTABLISHED ON PERMANENT SLOPES. SLOPES SHALL BE MULCHED (ITEM 209.100101 - MULCH TEMPORARY). 11. THE CONTRACTOR SHALL CONTACT ALL THE APPROPRIATE PARTIES WITH JURISDICTION OVER THE UTILITIES ENTERING ON OR NEAR THE PROJECT AREA PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES AND PROVIDE THOSE AGENCIES 72 -HOURS NOTIFICATION. 12. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AND SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL PUBLIC AND PRIVATE UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE OF CONSTRUCTION, IN SO FAR AS THEY MAY BE ENDANGERED BY HIS OPERATIONS. THIS SHALL HOLD TRUE WHETHER OR NOT THEY ARE SHOWN ON THE CONTRACT DRAWINGS, IF THEY ARE SHOWN ON THE DRAWINGS, THEIR LOCATIONS ARE NOT GUARANTEED EVEN THOUGH THE INFORMATION WAS OBTAINED FROM THE BEST AVAILABLE SOURCES, AND IN ANY EVENT, OTHER UTILITIES NOT SHOWN ON THESE PLANS MAY BE ENCOUNTERED IN THE FIELD. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE ANY STRUCTURES OR UTILITIES THAT HE DAMAGES AND SHALL CONSTANTLY PROCEED WITH CAUTION TO PREVENT UNDUE INTERRUPTION OF UTILITY SERVICES. 13. IF TEMPORARY UTILITY SERVICES ARE REQUIRED, AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH AND MAINTAIN SUCH SERVICES UNTIL THE ENGINEER DEEMS THEY ARE NO LONGER REQUIRED. THE CONTRACTOR SHALL PROVIDE THE TEMPORARY UTILITY SERVICES AT NO ADDITIONAL COST TO THE PERMITTEE/OWNER. ALL PAVEMENT MARKINGS AND SIGNS SHALL BE IN CONFORMANCE WITH THE MUTCD AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 14. ALL DISTURBED AREAS WITHIN THE ROW SHALL BE RESTORED AS DIRECTED BY THE ENGINEER. PAYMENT WILL BE MADE UNDER ITEM 610.1402 - TOPSOIL ROADSIDE, ITEM 610.1601 - TURF ESTABLISHMENT ROADSIDE AND ITEM 209.100101 - MULCH TEMPORARY. 15. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH §209 OF THE NYSDOT STANDARD SPECIFICATION AND STANDARD SHEETS 209-01 THROUGH 209-07. 16. ALL MATERIALS, SHOP, ERECTION, DEMOLITION, TEMPORARY STRUCTURE, PROCEDURAL AND OTHER DRAWINGS WHICH NEED NYSDOT APPROVAL SHALL BE SUBMITTED TO THE ENGINEER FOR DISTRIBUTION TO THE APPROPRIATE APPROVAL OFFICE. THIS INCLUDES DRAWINGS FROM FABRICATORS AND PRE -CASTERS. THE CONTRACTOR IS CAUTIONED NOT TO ORDER EQUIPMENT AND/OR MATERIALS UNTIL THE REQUIRED DRAWINGS ARE APPROVED IN WRITING. EXCAVATION SPECIAL NOTES I. TRANSVERSE UTILITY CROSSINGS UNDER NYSDOT PAVEMENT SHALL BE A MINIMUM OF FIVE (5) FEET BETWEEN THE TOP OF THE PAVEMENT AND THE TOP OF UTILITY. 2. LONGITUDINAL UTILITY RUNS, OUTSIDE THE PAVEMENT LIMITS MUST BE A MINIMUM OF THREE (3) FEET FROM TOP OF GRADE TO TOP OF UTILITY. THE PAVEMENT LIMITS ARE 50 FEET FROM THE HIGHWAY CENTER LINE. 3. LONGITUDINAL UTILITY RUNS SHOULD BE KEPT AS CLOSE TO THE RIGHT OF WAY LINE OR AS FAR FROM THE PAVEMENT AS POSSIBLE. 4. ANY EXCAVATION WHICH EXCEEDS FIVE FEET IN DEPTH AND HAS LIVE TRAFFIC OR UTILITIES WITHIN IV: IH PROJECTION FROM THE BOTTOM EXCAVATION SHALL UTILIZE A SHEETING/SHORING SYSTEM WHICH PROVIDES DIRECT CONTACT AND SUPPORT OF THE EXCAVATION SIDES (A TRENCH BOX DOES NOT MEET THESE REQUIREMENTS). THE CONTRACTOR SHALL PROVIDE VERIFICATION (I.E., MANUFACTURER'S DATA SHEETS AND/OR P.E. DESIGN COMPUTATIONS) TO THE ENGINEER DEMONSTRATING THAT THE SYSTEM CHOSEN CAN ACCOMMODATE THE ANTICIPATED SOIL, WATER, TRAFFIC AND SURCHARGE LOADINGS. PAYMENT SHALL BE MADE UNDER ITEM 552.17 - SHIELDS AND SHORING AS SPECIFIED IN THE CONTRACT DOCUMENTS S. DESIGN DOCUMENTS FOR PREFABRICATED "SHEETING BOX," WHERE USED, SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK. EXISTING UTILITIES I. THE UTILITY LOCATION QUALITY LEVEL LABELING CONVENTION SHOWN ON THE PLANS DOES NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS UNDER SECTIONS 660 THROUGH 680 OF THE STANDARD SPECIFICATIONS. THE QUALITY LEVEL DEFINITIONS ARE QUALITY LEVEL A - THE HIGHEST DEGREE OF ACCURACY; THE UTILITY INFORMATION ON THE CONTRACT PLANS HAS BEEN FIELD LOCATED AND VERIFIED BY EXCAVATION, WHEN APPROPRIATE. (SHOWN AS QLA) QUALITY LEVEL B - SUBSURFACE GEOPHYSICAL LOCATING TECHNIQUES (THAT IS, UNDERGROUND CAMERAS, RADAR, SONAR, TONE OUTS, ETC.) AND EXISTING RECORD PLANS HAVE BEEN USED TO LOCATE UTILITIES. NO EXCAVATIONS WERE PERFORMED. (SHOWN AS QLB) QUALITY LEVEL C - RECORD INFORMATION PROVIDED BY UTILITY OWNERS WAS PLOTTED ON THE CONTRACT PLANS. DEPTHS WERE NOT FIELD VERIFIED, PHYSICAL SURFACE FEATURES LIKE MANHOLES, VALVE BOXES AND HYDRANTS HAVE BEEN FIELD LOCATED. (SHOWN AS QLC) QUALITY LEVEL D - EXISTING NYSDOT AND UTILITY COMPANY RECORDS WERE USED TO LOCATE SUBSURFACE UTILITIES. (SHOWN AS QLD) THE UTILITY QUALITY LEVELS FOR ALL PLAN SHEETS IN THIS CONTRACT ARE AS FOLLOWS: UTILITIES QUALITY LEVEL ELECTRIC QLD GAS QLD TELEPHONE QLD CABLE TV QLD SEWER QLD DRAINAGE QLD NYSDOT LIGHTING QLD WATER QLD 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, UNDER PART 753 OF THE NEW YORK STATE INDUSTRIAL CODE, TO DETERMINE THE EXACT LOCATION OF THE UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR IS ALERTED TO THE FACT THAT THE PROVISIONS OF NEW YORK STATE INDUSTRIAL CODE, PROTECTION OF UNDERGROUND FACILITIES, APPLY TO THIS PROJECT. NO DIRECT PAYMENT FOR ANY WORK REQUIRED BY THE CODE WILL BE MADE. WHERE EXISTING UTILITIES ARE LOCATED WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PROVIDE AT LEAST 72 HOURS' NOTICE BEFORE PERFORMING ANY WORK AT OR NEAR UNDERGROUND FACILITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ASSERTING THE ACTUAL LOCATION OF ALL UTILITIES NOT MARKED OUT THROUGH THE ONE CALL CENTER. 4. ALL EXISTING UTILITIES WITHIN THE LIMITS OF THE WORK ZONE WILL BE SERVICED AND MAINTAINED BY THE UTILITY COMPANY OR ORGANIZATION HAVING CONTROL AND JURISDICTION THEREOF. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES TO ACCOMMODATE THESE MAINTENANCE REQUIREMENTS. NO SEPARATE PAYMENT IS MADE FOR THIS WORK. THE COST OF THIS EFFORT IS TO BE INCLUDED UNDER THE VARIOUS ITEMS OF THE CONTRACT. 5. THE ENGINEER SHALL BE NOTIFIED A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF ALL COMMUNICATION AND COORDINATION MEETINGS RELATED TO THIS PROJECT BETWEEN THE CONTRACTOR AND ANY UTILITY COMPANY. 6. THE CONTRACTOR IS ADVISED THAT DURING THE COURSE OF THIS WORK IT MAY BECOME NECESSARY TO DETERMINE THE PRESENCE OF EXISTING UNDERGROUND UTILITY TYPE, SIZE, PROXIMITY AND/OR CONDITION BY MEANS OF EXCAVATION WHICH IS NON-DESTRUCTIVE AND IS LOCALIZED AND DOES NOT CAUSE ANY DIRECT OR INDIRECT DAMAGE TO THE EXISTING UTILITY IN ANY WAY. AT ALL SUCH LOCATIONS OR AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL EXCAVATE AND BACKFILL TEST PITS OR EXAMINATION PITS BY HAND AND/OR VACUUM EXCAVATION IN A MANNER THAT IS APPROVED BY THE ENGINEER AND PREVENTS DAMAGE TO THE WRAPPING, COATING OR OTHER PROTECTIVE COVERING OF THE UTILITY LINE. THE SIZE OF THE EXCAVATION SHALL BE SUFFICIENT TO DETERMINE THE PRESENCE OF EXISTING UNDERGROUND UTILITY TYPE, SIZE, PROXIMITY AND/OR CONDITION. THE PAYMENT SHALL BE INCLUDED AT A SET QUANTITY OF 2.5 CY PER TEST HOLE REGARDLESS OF THE SIZE OF THE TEST PIT HOLE. SIGNING NOTES I. IF EXISTING SIGNS ARE REMOVED BEFORE THE NEW ONES ARE INSTALLED, TEMPORARY SIGNS SHALL BE PROVIDED AT THESE LOCATIONS. THE REMOVAL OF EXISTING SIGNS THAT ARE BEING REPLACED SHALL BE REMOVED AS DIRECTED BY THE ENGINEER, FURNISHING, MOUNTING AND REMOVAL OF TEMPORARY SIGNS SHALL BE INCLUDED IN THE BASIC WORK ZONE TRAFFIC CONTROL ITEM. 2. THE CONTRACTOR SHALL NOT REMOVE EXISTING GROUND -MOUNTED GUIDE SIGNS UNTIL PROPOSED GUIDE SIGNS ARE INSTALLED TO THE SATISFACTION OF THE ENGINEER. GUIDE RAIL NOTES I. THE CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE ENGINEER DETAILING WHEN GUIDE RAIL WILL BE REMOVED AND REPLACED. THE ENGINEER SHALL APPROVE THIS SCHEDULE BEFORE THE CONTRACTOR BEGINS WORK. WHERE EXISTING GUIDE RAIL OR MEDIAN BARRIER IS TO BE REMOVED OR REPLACED, NO WORK SHALL BEGIN UNTIL THE CONTRACTOR HAS SATISFIED THE ENGINEER THAT ALL MATERIALS, LABOR AND EQUIPMENT ARE AVAILABLE, AND THAT WORK IS SCHEDULED SO THAT IT WILL PROCEED EFFICIENTLY AND WITHOUT INTERRUPTION FROM START TO COMPLETION. REPLACEMENT OF GUIDE RAIL, MEDIAN RAIL AND/OR BRIDGE RAIL SHALL BE SCHEDULED AND PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND/OR RESTRICTIONS CONTAINED IN THE WORK ZONE TRAFFIC CONTROL NOTES. 2. THE LOCATION AND LENGTHS OF EXISTING GUIDE RAIL RUNS ARE BASED ON THE AVAILABLE SURVEY DATA AND ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. TO PROVIDE THE FLEXIBILITY NEEDED TO ADJUST RAIL RUNS TO MEET ACTUAL FIELD CONDITIONS, THE QUANTITIES FOR GUIDE RAIL, MEDIAN RAIL, BRIDGE RAIL, TRANSITION, AND ANCHOR ITEMS SHOULD BE INCREASED BY 5% IN THE CONTRACTOR'S BID PRICE OVER THE QUANTITIES SHOWN IN THE RAIL INSTALLATION TABLES. 4. ALL SHOP CURVE RADII REQUIRED SHALL BE FIELD VERIFIED BY THE CONTRACTOR 5. GRADING MAY BE REQUIRED PRIOR TO THE INSTALLATION OF RAIL, AS ORDERED BY THE ENGINEER. GRADING OF ROADSIDE AREAS (NON -LAWNS) SHALL BE PAID UNDER ITEM 621.05, CLEAN GRADE AND SHAPE EXISTING ROADWAY SECTION. GRADING OF LAWN AREAS SHALL BE PAID UNDER ITEMS 621.5 1010010, TRIMMING AND RESHAPING ROADSIDE TURF AREAS. SEEDING WILL BE PAID UNDER THE APPROPRIATE ITEM FOR ESTABLISHING TURF. 6. IN AREAS WHERE A FIXED OBJECT (I.E., UTILITY POLE OR CULVERT) IS LOCATED IN THE CLEAR ZONE AND CANNOT FEASIBLY BE RELOCATED OR REMOVED, THE RAIL POST SPACING MUST BE REDUCED TO OBTAIN AN APPROPRIATE RAIL DEFLECTION. IN THE EVENT THIS SITUATION ARISES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ANY WORK BEING CONDUCTED. THE ENGINEER SHALL PROVIDE THE CONTRACTOR WITH THE REQUIRED POST SPACING. THE CONTRACTOR SHALL BE PAID AS PER TABLE 606-2 OF THE NYSDOT STANDARD SPECIFICATIONS FOR THE REDUCED POST SPACING. 7. NEW POSTS SHALL BE OFFSET FROM THE EXISTING POSTS BY A MINIMUM OF I FT. ALL OTHER HOLES SHALL BE BACKFILLED USING EITHER COMPACTED SAND BACKFILL MEETING THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATION §203-2.02.1 OR SUITABLE MATERIAL APPROVED BY THE ENGINEER. PAYMENT OF BACKFILLING HOLES WILL BE MADE UNDER THE VARIOUS RAIL ITEMS. 8. IN CASES WHERE SOUND ROCK IS ENCOUNTERED LESS THAN 3 -FT BELOW GRADE, THE CONTRACTOR SHALL DRILL A 6 -INCH DIAMETER HOLE THE NECESSARY DEPTH TO ACHIEVE A TOTAL POST PENETRATION OF 3 -FT BELOW GRADE. THE CONTRACTOR SHALL THEN CUT THE STEEL PLATE OFF THE POSTS, FILL THE HOLE WITH SAND BACKFILL MEETING THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATION §203-2.02.1, AND DRIVE THE POST TO THE REQUIRED DEPTH. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE RESPECTIVE GUIDE RAIL ITEMS. 9. WHERE PROPOSED EQUIPMENT IS TO BE INSTALLED BEHIND EXISTING GUIDE RAIL, BEFORE INSTALLING ANY PROPOSED EQUIPMENT, THE CONTRACTOR SHALL EVALUATE EXISTING GUIDE RAIL AND IS TO AGREE WITH THE ENGINEER TO INSTALL EQUIPMENT BEYOND THE DEFLECTION OF THE EXISTING GUIDE RAIL. DEFLECTION VALUES SHALL BE PER NYSDOT HDM CHAPTER 10 TABLE 10-3. 10. NEW EXTRA -LONG POST SHALL BE USED WHEREVER EXTRA -LONG POSTS ARE REMOVED, AND IN LOCATIONS DIRECTED BY THE ENGINEER, PAYMENT FOR GUIDE RAIL INSTALLED WITH EXTRA -LONG POSTS WILL BE MADE UNDER THE APPROPRIATE ITEMS. ITEM 606. 1001, BOX BEAM GUIDE RAILING WITH EXTRA LONG POSTS ITEM 606.100102, BOX BEAM GUIDE RAILING WITH EXTRA LONG POSTS (SHOP BENT OR SHOP MITERED) ITEM 606.100103, BOX BEAM GUIDE RAILING WITH EXTRA LONG POSTS (SHOP MITERED) ITEM 606.180 1, MODIFIED G2 WEAK -POST CORRUGATED BEAM GUIDE RAIL WITH EXTRA LONG POSTS ITEM 606.18010 1, MODIFIED G2 WEAK -POST CORRUGATED BEAM GUIDE RAIL WITH EXTRA LONG POSTS (SHOP CURVED) 3% OF THE PAYMENT LENGTH OF EACH RAIL TYPE TO BE REMOVED, RESET, INSTALLED AS NEW SHALL BE ESTIMATED BY THE CONTRACTOR TO UTILIZE EXTRA -LONG POSTS AND INCLUDED IN THE CONTRACTOR'S BID PRICE. 11. THE CONTRACTOR SHALL REMOVE TREES, BRUSH AND VEGETATION BEHIND THE NEWLY INSTALLED GUIDE RAIL FOR A DISTANCE OF AT LEAST I -FT MORE THAN THE STANDARD DEFLECTION DISTANCE SHOWN IN TABLE 619-5. GUIDE RAIL AND TEMPORARY CONCRETE BARRIER STANDARD DEFLECTION DISTANCES, IN NYS STANDARD SPECIFICATION §619. REMOVAL OF TREES, BRUSH AND VEGETATION SHALL BE PERFORMED BY CUTTING THE TREES, BRUSH AND/OR VEGETATION AS CLOSE TO THE GROUND AS PRACTICAL. THERE SHALL BE NO GRUBBING OF VEGETATION OR STUMPS CAUSING SOIL DISTURBANCE UNLESS OTHERWISE SPECIFIED IN THE CONTRACTOR DOCUMENTS OR DIRECTED BY THE ENGINEER. ALL WOOD, BRUSH AND OTHER DEBRIS RESULTING FROM THE WORK SHALL BE DISPOSED AS DESCRIBED IN THE NYSDOT STANDARD SPECIFICATION §201-3.03, DISPOSAL. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID. 12. THE CONTRACTOR SHALL INSTALL SNOWPLOWING MARKERS AT EACH GUIDE RAIL RUN IN ACCORDANCE WITH THE APPROPRIATE STANDARD SHEET(S), SNOW PLOWING MARKERS SHALL BE GREEN. 13. WHERE THE EXISTING ASPHALT VEGETATION CONTROL STRIP OR GUTTER IS DAMAGED BY RAIL REMOVAL OPERATIONS, THE CONTRACTOR SHALL REMOVE THE DAMAGE ASPHALT AND REPAIR THE VEGETATION CONTROL STRIP USING ITEM 608.020102, HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS, AND VEGETATION CONTROL STRIP OR GUTTER USING ITEM 624.020101, ASPHALT CONCRETE GUTTERS. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. APPROVED Resolution Number 2f3._-- I Date au 1 y 1'1 Lo 2. 3 _ Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & )esiga All Rights Reserved. This drawing and all the information contained herein is authorized ror use only by the party for whom the services were contracted or to whom it is rectified. This drawing may not he Tpied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S 15. SURFACE ANYWHERE N ANY STATE x mo bei Calur..Mili FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 1148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N COIIleIS 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPE ARCHfTECTU RE, SURVEYING Cr. PC m z w z z U w Z � � g 0 z U O o N 0 0 0 Z zz zz zz f. a w a a a N o 'm 0 a a w a ry Q v m ry w ry m rr Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 1148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE I DATE: DRAWN BY: I CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL02-NOTE GENERAL NOTES GN -01 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. W ESTCH ESTE R COIIleIS 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPE ARCHfTECTU RE, SURVEYING Cr. PC SCALE I DATE: DRAWN BY: I CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL02-NOTE GENERAL NOTES GN -01 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. WORK ZONE TRAFFIC CONTROL NOTES 1. GENERAL THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE LENGTH OF THE CONTRACT IN ACCORDANCE WITH THE REQUIREMENTS OF §SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS, MUTCD AND THE CONTRACT DOCUMENTS, WHERE PROVIDED, OR AS ORDERED BY ENGINEER (A.O.B.E.) 2. CONSTRUCTION EQUIPMENT & MATERIALS CONTRACTOR EQUIPMENT, WHEN NOT IN USE, AND MATERIALS AWAITING INSTALLATION SHALL BE PROPERLY STORED, STOCKPILED, AND SITED IN A PROTECTED LOCATION (I.E., BEHIND A PHYSICAL BARRIER OR IN SUCH A MANNER THAT HORIZONTAL CLEARANCE OF AT LEAST 30 FEET IS PROVIDED FROM THE OUTSIDE EDGE OF THE TRAVELED WAY) AND SHALL NOT CONSTITUTE A TRAFFIC HAZARD NOR INTERFERE WITH DRAINAGE COURSES. MATERIALS OR EQUIPMENT SHALL NOT BE LEFT IN FRONT OF OR WITHIN THE DEFLECTION DISTANCE BEHIND GUIDE RAIL AND SAFETY APPURTENANCES SO AS TO COMPROMISE THEIR PERFORMANCE. 3. PARKING VEHICLES PRIVATE VEHICLES OWNED BY THE CONTRACTOR AND ITS EMPLOYEES SHALL NOT BE PARKED ON THE PAVEMENT OR SHOULDERS, OR ANY OTHER AREAS DEEMED BY THE ENGINEER TO BE HAZARDOUS LOCATIONS. 4. WORK ZONES WORK ZONES SHALL BE LIMITED TO ONE SIDE OF THE TRAVELED WAY AT A TIME, UNLESS APPROVED BY THE ENGINEER WORK ZONES ON OPPOSITE SIDES OF THE ROAD SHALL NOT OVERLAP. A WORK ZONE IS DEFINED AS THE AREA IN WHICH TRAFFIC IS RESTRICTED BECAUSE OF CONSTRUCTION ACTIVITIES OR THAT AREA WHICH INVOLVES A DROP-OFF NEXT TO THE PAVEMENT. IN SPECIAL CASES THE LONGITUDINAL DISTANCE BETWEEN WORK ZONES OR THE LENGTH OF THE WORK ZONE MAY BE LIMITED BY THE ENGINEER. S. OVERLAPPING WORK AREAS THE CONTRACTOR SHALL COORDINATE HIS WORK SO THERE IS NO CONFLICT IN CONSTRUCTION SIGNING IN OVERLAPPING WORK AREAS AND SO THAT LANE CONTINUITY IS MAINTAINED BETWEEN WORK AREAS. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ANY OTHER CONTRACTORS, PUBLIC MAINTENANCE, OR UTILITIES COMPANY'S OPERATIONS IN THE AREA TO ENSURE PROPER WORK ZONE TRAFFIC CONTROL. 6. CONES, DRUMS, BARRICADES AND MARKERS CHANNELIZING DEVICES AND THEIR PLACEMENT SHALL CONFORM WITH THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATION §619-3.02J AND THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL MAKE CERTAIN PLACEMENT OF THE CONES, DRUMS, AND MARKERS OR BARRICADES SHALL NOT INTERFERE WITH SIGHT DISTANCE. 7. VEHICLE RESTRICTIONS WHENEVER CONSTRUCTION CONDITIONS RESTRICT PASSAGE BY OVERSIZED VEHICLES, THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO THE REGIONAL PERMIT ENGINEER. THE NOTICE SHALL INCLUDE THE EXACT LOCATION, NATURE AND MAXIMUM ALLOWABLE WIDTH, WEIGHT AND OTHER FACTORS. THIS WRITTEN NOTICE SHALL BE GIVEN ONE WEEK PRIOR TO THE BEGINNING OF THE RESTRICTION. VERBAL NOTICE SHALL BE GIVEN UPON TERMINATION OF THE RESTRICTION. B. TAPER LENGTHS TAPER LENGTHS FOR CLOSURES AND LATERAL SHIFTS OF TRAVEL LANES SHALL CONFORM TO STANDARD SHEET 619-011 TABLE 011-02 BASED ON THE PRECONSTRUCTION POSTED SPEED LIMIT OF 40 MPH OR AS DIRECTED BY THE ENGINEER. 9. TEMPORARY PAVEMENT MARKINGS THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY PAVEMENT MARKINGS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, USING PATTERNS AND COLORS SHOWN IN THE MUTCD TO ESTABLISH TEMPORARY TRAFFIC PATTERN(S) DURING CONSTRUCTION ON ANY PAVEMENT, INCLUDING MILLED OR GROOVED SURFACE, RESURFACED, NEW PAVEMENT, OR OTHER PAVED SURFACE WITHOUT PAVEMENT MARKINGS, FOR A MAXIMUM OF 14 CALENDAR DAYS. THIS SHALL INCLUDE AT ALL APPROPRIATE LOCATIONS, EDGE LINES, LANE LINES, (SOLID OR BROKEN), CHANNELIZING LINES, DOTTED LINES, PLUS ANY MARKINGS ORDERED BY THE ENGINEER. ALL MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE NYSDOT STANDARD SPECIFICATION §619-3.06 AND THE MUTCD AND SHALL INDICATE ACTUAL CONDITIONS AT ALL TIMES. TRAFFIC PAINT NEED NOT BE REMOVED BEFORE PLACING A SUBSEQUENT PAVEMENT COURSE. REMOVABLE PAVEMENT TAPE, REMOVABLE WET -NIGHT REFLECTIVE TAPE, TEMPORARY OVERLAY MARKERS AND REMOVABLE RAISED PAVEMENT MARKERS SHALL BE REMOVED BEFORE PLACING A SUBSEQUENT PAVEMENT COURSE AT NO ADDITIONAL COST TO THE STATE. TEMPORARY PAVEMENT MARKING STRIPES SHALL BE A MINIMUM OF 4 INCHES IN WIDTH. TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED TO A CLEAN, DRY PAVEMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. HATCH LINES AND SYMBOLS WILL NOT BE REQUIRED AS TEMPORARY PAVEMENT MARKINGS UNLESS REQUIRED BY THE CONTRACT DOCUMENTS. IO.SIGNS THE CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION SIGNS IN GOOD CONDITION TO ADEQUATELY AND SAFELY INFORM AND DIRECT MOTORISTS, BICYCLISTS, AND PEDESTRIANS. EXISTING AND CONSTRUCTION SIGNS SHALL INDICATE ACTUAL ROADWAY CONDITIONS, AND SHALL BE COVERED, UNCOVERED, CHANGED, RELOCATED, OR REMOVED IMMEDIATELY TO REFLECT CURRENT CONDITIONS AT ALL TIMES AND AT THE DIRECTION OF THE ENGINEER. CONSTRUCTION SIGNS SHALL BE COVERED OR REMOVED WHEN THEY NO LONGER INDICATE ACTUAL CONDITIONS. THE CONTRACTOR SHALL PROVIDE MEASURES TO PROTECT WORKERS DURING PLACEMENT AND REMOVAL OF CONSTRUCTION SIGNS ADEQUATE FOR THE PREVAILING SPEED, VOLUME OF TRAFFIC AND ROADWAY GEOMETRY WHERE THE WORK IS TO OCCUR. SUCH PROTECTION MAY INCLUDE, BUT IS NOT LIMITED TO, THE USE OF FLAGGERS, SPOTTERS, AND SHADOW VEHICLES EQUIPPED WITH TRUCK -MOUNTED OR TRAILER MOUNTED ATTENUATORS. WHERE PEDESTRIAN ACCESS IS PROHIBITED, WORKERS SHALL NOT CROSS OR ENTER TRAVEL LANES OPEN TO TRAFFIC. ALL SIGNS SHALL BE KEPT CLEAN, MOUNTED AT THE REQUIRED HEIGHT ON ACCEPTABLE SUPPORTS, AND INSTALLED IN THE PROPER POSITION, ALIGNMENT, AND ORIENTATION SO AS TO GIVE MAXIMUM VISIBILITY. CONSTRUCTION SIGNS WILL BE EVALUATED FOR ACCEPTABILITY IN ACCORDANCE WITH THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) QUALITY GUIDELINES FOR WORK ZONE TRAFFIC CONTROL DEVICES. WHEN AUXILIARY PANELS ARE MOUNTED ABOVE OR BELOW A WARNING OR REGULATORY SIGN, THEY SHALL NOT COVER ANY PART OF THE WARNING OR REGULATORY SIGN. SIGNS SHALL BE PLACED SO THAT EACH SIGN IS VISIBLE AT NIGHT, AT THE DESIRED DISTANCE, WITHOUT BEING OBSCURED BY ANOTHER SIGN, EXISTING FEATURES ON THE HIGHWAY, OR FOLIAGE. THE FACES OF STORED SIGNS SHALL NOT BE VISIBLE TO TRAFFIC IN ANY DIRECTION, REGARDLESS OF THE ORIENTATION OF THE SIGN. SIGN PANELS, MOUNTINGS, AND SIGN COVERINGS SHALL BE IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS §619-3.02H. I I. GUIDE RAIL WORK ANY FREE ENDS OF GUIDE RAIL SHALL BE PROTECTED FROM IMPACT AT THE DIRECTION OF THE ENGINEER. THE COST OF TEMPORARILY TERMINATING GUIDE RAIL SHALL BE INCLUDED IN THE BASIC WORK ZONE TRAFFIC CONTROL ITEM. WHEN CONSTRUCTION OPERATIONS REQUIRE THE TEMPORARY REMOVAL OF GUIDE RAIL OR MEDIAN BARRIER, OR WHEN EXISTING RAIL WILL BE REMOVED AND REPLACED WITH NEW RAIL, THE CONTRACTOR SHALL SCHEDULE OPERATIONS TO MINIMIZE THE TIME PERIOD THAT RAIL IS NOT INSTALLED. GUIDE RAIL OR MEDIAN BARRIER SHALL BE REPLACED, OR THE LOCATION OTHERWISE PROTECTED WITHIN 14 CALENDAR DAYS. DURING NON -WORK HOURS WHEN TRAFFIC IS BEING MAINTAINED ON THE FACILITY, ALL TEMPORARY ENDS (FREE ENDS) OF GUIDE RAIL AND MEDIAN BARRIER SHALL BE TEMPORARILY TERMINATED AND MARKED WITH A CHANNELIZING DRUM OR OBJECT MARKER EQUIPPED WITH A TYPE A FLASHING WARNING LIGHT. CORRUGATED BEAM GUIDE RAIL AND MEDIAN BARRIER, AND HEAVY -POST, BLOCKED -OUT, CORRUGATED BEAM GUIDE RAIL AND MEDIAN BARRIER SHALL BE TEMPORARILY TERMINATED BY HAVING THE EXPOSED ENDS (FREE ENDS) DROPPED TO THE GROUND AND PINNED. THE APPROACH ENDS OF BOX BEAM GUIDE RAIL AND MEDIAN BARRIER SHALL BE TEMPORARILY TERMINATED WITH BOX BEAM GUIDE RAIL END ASSEMBLIES UTILIZING TWO SPLICE PLATES AND THE PROPER NUMBER OF BOLTS PER CONNECTION. NO POSTS FOR ANCHORAGES WILL BE REQUIRED. SPECIAL TEMPORARY SPLICE PLATES ARE REQUIRED TO ADAPT BOX BEAM GUIDE RAIL END ASSEMBLIES TO BOX BEAM MEDIAN BARRIERS. DURING ANY OVERNIGHT PERIOD WHEN EXISTING GUIDE RAIL OR MEDIAN BARRIER IS TEMPORARILY REMOVED, THE CONTRACTOR SHALL INSTALL CHANNELIZING DEVICES IN THE LOCATION WHERE THE GUIDE RAIL OR MEDIAN BARRIER WAS REMOVED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS §619-3.02J.6. FOR EACH CALENDAR DAY WHICH THERE ARE SUBSTANTIAL DEFICIENCIES IN COMPLIANCE WITH THE REQUIREMENTS OF THIS SECTION, NO PAYMENT WILL BE MADE UNDER THE BASIC WORK ZONE TRAFFIC CONTROL ITEM. 11. PRELIMINARY WORK PRIOR TO THE START OF ANY CONSTRUCTION PHASE, ALL PROPOSED WORK ZONE TRAFFIC CONTROL RELATED WORK FOR THAT PHASE, AS DETERMINED BY THE ENGINEER, SHALL BE COMPLETE. THIS INCLUDES WHERE APPLICABLE, ALL SIGNS, SIGNALS, PAVEMENT MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS, ETC.) PAVEMENT MODIFICATION AND ANY OTHER RELATED WORK. 12. MISCELLANEOUS IN THE EVENT THE CONTRACTOR SHUTS DOWN HIS OPERATION FOR THE WINTER MONTHS, THE ENTIRE HIGHWAY SYSTEM SHALL BE OPENED TO TRAFFIC. ALL EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION AT THE DIRECTION OF THE ENGINEER. ALL CONSTRUCTION SIGNS SHALL BE REMOVED OR COVERED. ROADWAY AREAS TEMPORARILY CLOSED FOR TRENCH, CULVERT OR CONDUIT EXCAVATION SHALL BE REOPENED AT THE END OF THE WORK SHIFT. WHEN WORK IS NOT IN PROGRESS ALL OPENINGS IN THE ROADWAY SHALL BE COVERED WITH ANCHORED STEEL PLATES OR SHALL BE BACKFILLED IN ACCORDANCE WITH § 680-3.09 TO A DEPTH OF 3 INCHES BELOW THE ADJACENT UNEXCAVATED AREA OR TO A DEPTH AS DIRECTED BY THE ENGINEER. THE TEMPORARY RESTORATION SHALL BE COMPLETED WITH A LAYER OF PLANT BITUMINOUS MATERIAL UP TO THE LEVEL OF THE ADJACENT UNEXCAVATED AREA TO THE SATISFACTION OF THE ENGINEER, THE TEMPORARY RESTORATION SHALL BE MAINTAINED UNTIL ITS REMOVAL AT NO ADDITIONAL COST TO THE OWNER/PERMITTEE. ANY RE -EXCAVATION OF TEMPORARY RESTORATION AREAS SHALL BE INCLUDED IN THE PRICE BID FOR RESPECTIVE EXCAVATION ITEM WITH NO EXTRA PAYMENT. IF STEEL PLATES ARE USE, THE CONTRACTOR SHALL SUBMIT THE PROPOSED METHOD OF ANCHORING THE STEEL PLATES TO THE ENGINEER FOR HIS APPROVAL PRIOR TO THE STARTING OF ANY ROADWAY EXCAVATION. THE STEEL PLATES SHALL BE RAMPED WITH A BITUMINOUS MATERIAL PRIOR TO OPENING THE LANE. THE CONTRACTOR MUST NOTIFY PROPERTY OWNERS AT LEAST ONE DAY IN ADVANCE OF CLOSING DRIVEWAYS AND HAS THE RESPONSIBILITY TO MAINTAIN SAFE AND PROPER ACCESS TO BUILDINGS IN THE VICINITY OF CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM FIRE HOUSES AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE FLAGGERS WHERE SIGHT DISTANCES ARE IMPAIRED BY HIS OPERATION OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY AT THE SAME TIMES THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE INTERRUPTION OF PEDESTRIAN TRAFFIC. ANY CLOSURE OF PEDESTRIAN ROUTES SHALL BE ACCOMPANIED BY A PEDESTRIAN DETOUR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR AS DIRECTED BY THE ENGINEER. IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION §107-05.F THE CONTRACTOR SHALL IDENTIFY, GUARD AND PROTECT RESTRICTED AREAS SUCH AS OPEN AND UNATTENDED EXCAVATIONS, AREAS SUBJECT TO FALLING DEBRIS AND OTHER POTENTIALLY HAZARDOUS LOCATIONS IN AND ADJACENT TO AREAS LAWFULLY FREQUENTED BY ANY PERSON IN ACCORDANCE WITH THE REQUIREMENTS OF 29 CFR 1926 SUBPART G. PAYMENT FOR INSTALLATION AND REMOVAL OF THIS ITEM SHALL BE INCLUDED THE BASIC WORK ZONE TRAFFIC CONTROL ITEM. 13. FLAGGER FLAGGING, INCLUDING FLAGGER TRAINING, FLAGGER EQUIPMENT, AND OPERATIONAL CONTROL, SHALL BE PROVIDED IN ACCORDANCE WITH STANDARD SPECIFICATION §619-3.02L. ALL COSTS ASSOCIATED WITH FLAGGING SHALL BE INCLUDED IN THE BASIC WORK ZONE TRAFFIC CONTROL ITEM. 14. LANE CLOSURES THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION AND SHALL PROVIDE FLAGGERS AS NECESSARY AS DIRECTED BY THE ENGINEER. THE MINIMUM WIDTH OF A TRAVELED LANE SHALL BE 10 FEET UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. AT THE SITE OF PAVING OR OTHER WORK OPERATION REQUIRING TEMPORARY CLOSURE OF PORTIONS OF THE TRAVELED WAY, THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC AND SHALL PROVIDE FLAGGERS TO CONTROL TRAFFIC MOVEMENT. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT ALL TRAVEL LANES IN EACH DIRECTION ARE OPEN WHEN THE CONTRACTOR'S OPERATIONS ARE CLOSED DOWN OR SUBSTANTIALLY CLOSED DOWN, AND DURING WEEKDAY HOURS OF 6:30 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM. THE CONTRACTOR SHALL CONTACT THE TRANSPORTATION MANAGEMENT CENTER AT 914-742-6100 ONE WEEK PRIOR TO ANY POSSIBLE LANE CLOSURE. THE CONTRACTOR SHALL ALSO BE AWARE OF THE STATE'S LANE CLOSURE RESTRICTIONS FOR MAJOR HOLIDAYS. CONSTRUCTION ACTIVITIES THAT WILL RESULT IN TEMPORARY LANE CLOSURES SHALL BE SUSPENDED TO MINIMIZE TRAVEL DELAYS ASSOCIATED WITH ROAD WORK FOR MAJOR HOLIDAYS AS FOLLOWS: HOLIDAY FALLS ON TEMPORARY LANE CLOSURES ARE NOT ALLOWED FROM NEW YEAR'S DAY SUNDAY OR 6:00 AM FRIDAY BEFORE TO 6:00 AM TUESDAY AFTER INDEPENDENCE DAY MONDAY HEIGHT PAVEMENT 6:00 AM SATURDAY BEFORE TO 6:00 AM WEDNESDAY CHRISTMAS DAY MARKER TUESDAY AFTER (STARTING AT 6:00 AM FRIDAY BEFORE TO 6:00 AM SURVEYING C, PC. MARKINGS WEDNESDAY AFTER FOR CHRISTMAS DAY) SPACING (FT.) SPACING (FT.) 6:00 AM TUESDAY BEFORE TO 6:00 AM THURSDAY AFTER WEDNESDAY (STARTING AT 6:00 AM SATURDAY BEFORE TO 6:00 AM YES THURSDAY AFTER FOR CHRISTMAS DAY) 100 N/A 6:00 AM THURSDAY TO 6:00 AM MONDAY AFTER SHOULDER THURSDAY (STARTING AT 6:00 AM WEDNESDAY BEFORE TO 6:00 AM m MONDAY AFTER FOR CHRISTMAS DAY) FRIDAY OR DROP-OFF 2 - 6 IN. 6:00 AM THURSDAY BEFORE TO 6:00 AM MONDAY AFTER SATURDAY MEMORIAL DAY NO 40 LABOR DAY MONDAY 6:00 AM FRIDAY BEFORE TO 6:00 AM TUESDAY AFTER THANKSGIVING DAY THURSDAY 6:00 AM WEDNESDAY BEFORE TO 6:00 AM MONDAY AFTER IS. PUBLIC INGRESS AND EGRESS AS SPECIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS WITH PROPER ACCESS TO AND MINIMUM WIDTHS FOR THEIR DRIVEWAYS AND SHALL MAINTAIN THEM THROUGH ALL PHASES OF WORK, DRIVEWAYS SHALL BE DELINEATED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS §619-3.02J OR AS DIRECTED BY THE ENGINEER. WHERE DIRECT ACCESS TO DRIVEWAYS IS NOT POSSIBLE DUE TO NECESSARY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PLAN ALTERNATE MEANS OF ACCESS AND SUBMIT SUCH A PLAN TO THE ENGINEER FOR APPROVAL BEFORE OPERATIONS COMMENCE. COST FOR THIS WORK SHALL BE INCLUDED IN THE BASIC WORK ZONE TRAFFIC CONTROL ITEM. ACCESS SHALL BE PROVIDED TO ALL DRIVEWAYS BEHIND TEMPORARY CONCRETE BARRIER WHEN USED AS DIRECTED BY THE ENGINEER. SIGNS DENOTING COMMERCIAL ESTABLISHMENTS SHALL BE PROVIDED AND PLACED NEXT TO THESE DRIVEWAYS. SIGNS SHALL BE AS APPROVED BY THE ENGINEER. THE COST FOR ALL DELINEATION AND CHANNELIZING DEVICES (CONES, DRUMS, ETC.) SHALL BE IN THE BASIC WORK ZONE TRAFFIC CONTROL ITEM. 16. CONSTRUCTION INGRESS AND EGRESS THE CONTRACTOR SHALL KEEP TO A MINIMUM MOVEMENT IN AND OUT OF DESIGNATED TRAVEL LANES WITH CONSTRUCTION VEHICLES AND EQUIPMENT. SEE ALSO NYSDOT STANDARD SPECIFICATION §619-3.02F. 17. DELINEATORS SINGLE UNIT LARGE DELINEATORS AT 40 -FOOT SPACING SHALL BE INSTALLED WITHIN THE LIMITS OF THE WORK ZONE WHERE EXISTING TRAVEL LANE WIDTHS ARE REDUCED AND TRAFFIC IS ADJACENT TO TEMPORARY POSITIVE BARRIER, GUIDE RAILING, OR BOTH. WHITE DELINEATORS SHALL BE DISPLAYED ON THE RIGHT SIDE OF THE TRAVELED WAY AND YELLOW SHALL BE DISPLAYED ON THE LEFT. TEMPORARY POSITIVE BARRIER SECTIONS SEPARATING TWO-WAY TRAFFIC SHALL HAVE YELLOW DELINEATORS INSTALLED BACK-TO-BACK. DELINEATORS, POSTS, AND BRACKETS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE NYSDOT STANDARD SPECIFICATIONS AND CURRENT 646 STANDARD SHEETS. PAYMENT WILL BE MADE UNDER ITEM 646.23, ITEM 646.3 1, AND ITEM 646.50. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL POSTS INSTALLED FOR THE WORK ZONE AT NO ADDITIONAL COST TO THE OWNER/PERMITTEE. REMOVED POSTS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE WORK SITE IN A NEAT MANNER. 18. CHANGES TO WORK ZONE TRAFFIC CONTROL PLAN THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE WORK ZONE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE BASIC CONCEPT OR SCOPE OF THE WORK ZONE TRAFFIC CONTROL PLAN. SUCH CHANGES TO THE BASIC CONCEPT OR SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL A MINIMUM OF THIRTY (30) CALENDAR DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. 19. REQUIREMENTS FOR PORTABLE VARIABLE MESSAGE SIGNS WHERE TRAFFIC WILL BE RIDING ON MILLED OR GROOVED PAVEMENT AND THE POSTED SPEED LIMIT IS 40 MPH OR GREATER, THE CONTRACTOR SHALL PLACE A PORTABLE VARIABLE MESSAGE SIGN IN ADVANCE OF THE MILLED OR GROOVED PAVEMENT WARNING MOTORCYCLE RIDERS TO USE CAUTION. PAYMENT SHALL BE MADE UNDER ITEM 619.1 10512. 20. ENFORCEABLE REDUCED REGULATORY SPEED LIMIT AND ADVISORY SPEED SIGNS ALL REDUCTIONS IN REGULATORY SPEED LIMITS AND ADVISORY SPEEDS ASSOCIATED WITH WORK ZONES MUST BE APPROVED, IN WRITING AND IN ADVANCE, BY THE REGIONAL TRAFFIC ENGINEER OR HIS/HER DESIGNEE. THE CONTRACTOR MAY REQUEST APPROVAL OF REDUCED REGULATORY SPEED LIMITS AND ADVISORY SPEEDS FOR SHORT-TERM STATIONARY WORK ZONE WHERE SUCH PROVISIONS ARE NOT OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. REQUEST MUST BE SUBMITTED THROUGH THE ENGINEER TO THE REGIONAL TRAFFIC ENGINEER A MINIMUM OF FOURTEEN (14) CALENDAR DAYS IN ADVANCE OF THE SCHEDULED IMPLEMENTATION OF ANY WORK ZONE CONTAINING THE REQUESTED REDUCED REGULATORY SPEED LIMITS AND/OR ADVISORY SPEEDS. GENERALLY, TO QUALIFY FOR A REDUCTION IN REGULATORY SPEED LIMIT AT A SHORT-TERM STATIONARY WORK ZONE, THE WORK ZONE MUST CONTAIN AN ACTIVITY AREA THAT IS GREATER THAN 'h MILE ON A HIGHWAY WITH A PRECONSTRUCTION POST SPEED LIMIT OF 55 MPH OR GREATER AND BE OF A DURATION EXCEEDING FOUR (4) HOURS WHERE WORKERS ARE ON FOOT IN THE ACTIVITY AREA AND ARE NOT PREDOMINANTLY SEPARATED FROM TRAFFIC BY A POSITIVE BARRIER. IF APPROVED, THE REDUCED REGULATORY SPEED SHALL BE NO MORE THAN 10 MPH BELOW THE PRECONSTRUCTION POSTED SPEED LIMIT. IN LONG WORK ZONES WITH SEVERAL INTERMITTENT ACTIVITY AREAS, THE PRECONSTRUCTION POSTED SPEED LIMIT SHALL BE RESTORED BETWEEN ACTIVITY AREAS THAT ARE SEPARATED BY TWO (2) OR MORE MILES. TO QUALIFY FOR AN ADVISORY SPEED AT A SHORT-TERM STATIONARY WORK ZONE, HAZARDOUS WORK ZONE CONDITIONS MUST EXIST THAT WARRANT A LOCALIZED REDUCTION IN SPEED. SUCH CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, NARROW LANES, BUMPS, GROOVED PAVEMENT, LOW OR NO SHOULDERS, ROADWAY DROP-OFFS, POOR ROADWAY SURFACE, POOR SIGHT DISTANCE, GEOMETRIC CONSTRAINTS AND EXPOSED WORKERS ADJACENT TO ACTIVE TRAFFIC. IF A REDUCTION IN REGULATORY SPEED LIMIT AND/OR ADVISORY SPEED IS APPROVED, THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN REGULATORY SPEED LIMIT AND/OR ADVISORY SPEED SIGNS IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION §619-3.02.H.4 & 5 AND THE MUTCD, AND AS DIRECTED BY THE ENGINEER. THESE SIGNS SHALL BE USED IN CONJUNCTION WITH THE LANE CLOSURE OR OTHER WORK ZONE TRAFFIC CONTROL SIGNS AND SHALL BE COVERED OR REMOVED WHEN WORK ZONE TRAFFIC CONTROL PATTERN IS REMOVED EACH DAY. ANY EXISTING REGULATORY SPEED LIMIT SIGNS WITHIN THE WORK ZONE SHALL BE COVERED DURING THE TIME THE WORK ZONE TRAFFIC CONTROL IS IN PLACE AND UNCOVERED WHEN THE WORK ZONE TRAFFIC CONTROL PATTERN IS REMOVED. REDUCTIONS IN REGULATORY SPEED LIMITS AND ADVISORY SPEEDS SHALL NOT BE PERMITTED FOR MOBILE OR SHORT DURATION WORK ZONES. THE COST OF UTILIZING APPROVED REGULATORY OR ADVISORY SPEED ZONE SIGNS, AND COVERING EXISTING SIGNS, SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. APPROVED Resolution Number 23 - 13 Date 1 I 11-1 2 SPECIAL NOTES I. WORK ZONE TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL SUBCONTRACTORS WORKING FOR THE CONTRACTOR MUST HAVE A COPY OF THE HIGHWAY WORK PERMIT ON THE SITE AND MUST BE FAMILIAR WITH THE TRAFFIC CONTROL REQUIREMENTS. IT IS STRONGLY ADVISED THAT A "TAILGATE" SAFETY MEETING WITH EACH WORK CREW BE INITIATED BEFORE THE START OF ALL WORK 2. WORK ZONE TRAFFIC CONTROL SCHEMES MUST BE IN PLACE AND MAINTAINED THROUGHOUT THE DURATION OF WORK. 3. ALL WORKERS WITHIN THE HIGHWAY ROW SHALL WEAR HIGH -VISIBILITY APPAREL MEETING THE ANSI 107 CLASS II STANDARDS AND AN OSHA APPROVED HARD HAT AS SPECIFIED IN NYSDOT STANDARD SPECIFICATIONS § 107-05.A. 4. AT THE START OF WORK ON THE PROJECT ALL WORK ZONE TRAFFIC CONTROL DEVICES WILL BE EVALUATED BY THE ENGINEER FOR ACCEPTABILITY IN ACCORDANCE WITH THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) QUALITY GUIDELINES FOR WORK ZONE TRAFFIC CONTROL DEVICES. THESE DEVICES SHALL NOT BE ALLOWED TO FALL BELOW THE "MARGINAL" CONDITION AT ANY TIME DURING THE LIFE OF THE PROJECT. FADED AND DETERIORATED PANELS AND NON-STANDARD LEGENDS ARE NOT ACCEPTABLE 5. FLAGGER SIGNS ARE TO BE USED ONLY WHEN A FLAGGER IS ACTUALLY PRESENT AND VISIBLE TO THE MOTORIST. THEY SHALL BE COVERED OR REMOVED AT ALL OTHER TIMES. STOP/SLOW PADDLES ARE REQUIRED. THE COST OF FLAGGER SIGNS AND STOP/SLOW PADDLES SHALL BE INCLUDED IN THE WORK ZONE TRAFFIC CONTROL ITEM. 6. FLEXIBLE PANEL AND LIGHTWEIGHT RIGID PANEL SIGNS SHALL BE MOUNTED AT THE SAME HEIGHT AS RIGID PANEL SIGNS, EXCEPT THEY MAY BE MOUNTED, WHEN APPROVED BY THE ENGINEER, AS LOW AS I FOOT WHEN ALL CONDITIONS OF NYSDOT STANDARD SPECIFICATION §619-302H.1 ARE MET. 7. NO WORK WITHIN THE STATE R.O.W. SHALL COMMENCE WITHOUT A PRE -CONSTRUCTION MEETING, WITH NYSDOT REPRESENTATIVES PRESENT. 8. AS -BUILT PLANS SHALL BE SENT TO THE NYSDOT IN HARD COPY AND ELECTRONIC FORMAT COMPATIBLE WITH THE SYSTEM CURRENTLY USED BY NYSDOT. 9. THE PERMITTEE IS RESPONSIBLE FOR HIRING AN INSPECTOR TO BE ONSITE DURING ALL CONSTRUCTION OPERATIONS ON THE STATE R.O.W. TO ENSURE ALL WORK IS PERFORMED IN ACCORDANCE WITH NYSDOT SPECIFICATIONS. THE INSPECTOR MUST BE EXPERIENCED IN NYSDOT WORK AND SHALL BE APPROVED BY THE STATE PRIOR TO HIRING. THE PERMITTEE IS RESPONSIBLE FOR REIMBURSING THE COST OF SITE VISITS BY A NYSDOT REPRESENTATIVE (RESIDING. PERMIT ENGINEER) AS NEEDED. PAVEMENT EDGE DROP-OFF PROTECTION A DROP-OFF IS AN ABRUPT DIFFERENCE IN SURFACE ELEVATION OF MORE THAN 2 INCHES AT APPROXIMATELY IV:3H OR STEEPER. IN THE ABSENCE OF ADEQUATE TRAFFIC CONTROL PLANS IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SUBMIT ALTERNATE TRAFFIC CONTROL PLANS TO THE ENGINEER FOR APPROVAL AT LEAST 30 CALENDAR DAYS PRIOR TO PROPOSED WORK WHICH WILL CREATE A DROP-OFF OF OVER 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE TRAVELED WAY FOR DURATIONS LONGER THAN ONE SHIFT. THE CONTRACTOR SHALL PROVIDE PAVEMENT EDGE DROP-OFF PROTECTION IN ACCORDANCE WITH TABLE 619-3 PAVEMENT EDGE DROP-OFF PROTECTION. CHANNELIZING DEVICES USED TO MARK DROP-OFFS SHALL BE PLACED, AS PRACTICABLE, TO NOT REDUCE THE AVAILABLE TRAVEL LANE WIDTH, AT THE ELEVATION OF THE OPEN TRAVEL LANE IN ORDER TO PROVIDE MAXIMUM TARGET VALUE AND VISIBILITY FOR MOTORISTS. A DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE TRAVELED WAY TO REMAIN AT THE END OF THE WORK SHIFT SHALL BE SEPARATED FROM TRAFFIC WITH TEMPORARY OR PERMANENT BARRIER. FOR POSTED SPEED LIMIT OF 45 MPH AND LESS, A DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE TRAVELED WAY THAT IS 100 FEET OR LESS IN LENGTH WILL BE ALLOWED WITH CHANNELIZING DEVICES CONSISTING OF DRUMS, EXTRA TALL CONES, OR OVERSIZED VERTICAL PANELS ONLY AT A MAXIMUM SPACING OF 20 FEET FOR SHORT DURATIONS NOT TO EXCEED ONE WORK SHIFT. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BEGIN WORK TO ELIMINATE UNPROTECTED DROP-OFFS CREATED BY CONTRACT WORK WITHIN 7 CALENDAR DAYS OF THE COMPLETION OF THE WORK CREATING THE DROP-OFF. WORK SHALL CONTINUE IN A TIMELY MANNER UNTIL SUCH TIME AS THE UNPROTECTED DROP-OFF CONDITION IS ELIMINATED. WHERE PAVEMENT EDGE LINES ARE NOT PROVIDED, CHANNELIZING DEVICES SHALL BE PRECEDED BY A NO SHOULDER (W8-23) SIGN, REPEATED AT ALL RAMPS AND ROADWAY INTERSECTIONS. SIGNS SHALL BE REPEATED EVERY 'A MILE AND SUPPLEMENTED WITH A NEXT [X] MILES (W7-3AP) PLAQUE WHERE APPLICABLE. WHERE PAVEMENT EDGE LINES ARE PROVIDED, CHANNELIZING DEVICES SHALL BE PRECEDED BY SHOULDER DROP-OFF (W8-17) SIGNS, REPEATED AT ALL RAMPS AND ROADWAY INTERSECTIONS. SIGNING SHALL BE REPEATED EVERY 'A MILE AND SUPPLEMENTED WITH NEXT [X] MILES (W7-3AP) PLAQUE WHERE APPLICABLE. TABLE 619-3 PAVEMENT EDGE DROP-OFF PROTECTION DROP-OFF EDGE LINE DRUM SPACING VERTICAL TUBULAR CONEPACING Valhalla, NY 10595 HEIGHT PAVEMENT (FT.) PANEL MARKER STALL (FT.) SIGNS SURVEYING C, PC. MARKINGS SPACING (FT.) SPACING (FT.) DROP-OFF AT OR WITHIN SHOULDER AREA WITHIN 4 FT. FROM TRAVEL LANE YES 100 100 N/A N/A SHOULDER m DROP-OFF 2 - 6 IN. NO 40 40 N/A N/A NO SHOULDER YES 40 40 N/A N/A SHOULDER DROP-OFF 6 - 24 IN. w z NO 20 20 N/A N/A NO SHOULDER MORE THAN 4 FT. FROM TRAVEL LANE YES 200 200 100 100 SHOULDER U Z DROP-OFF 2 - 6 IN. NO 100 100 40 40 NO SHOULDER YES 40 40 N/A N/A SHOULDER DROP-OFF 6 - 24 IN. o NO 40 40 N/A N/A NO SHOULDER DROP-OFF OUTSIDE OF SHOULDER AREA SHOULDER WIDTH < 4 FT. YES 100 100 N/A N/A SHOULDER a DROP-OFF 2 - 6 IN. NO 100 100 N/A N/A NO SHOULDER YES 40 40 N/A N/A SHOULDER N N DROP-OFF 6 - 24 IN. U V NO SHOULDER NO 40 40 N/A N/A SHOULDER WIDTH > 4 FT. YES 200 200 100 100 SHOULDER 0 0 0 DROP-OFF 2 - 6 IN. NO 100 100 40 40 NO SHOULDER ❑ YES 100 100 40 40 SHOULDER DROP-OFF 6 - 24 IN. NO 40 40 N/A N/A NO SHOULDER Colliers Engineering & Design www.colliersengineering.com Copyright O 2024 Colliers Engineering & Design All Rights Reamed, This drawing and all rhe Information contained heroin IS authorized for use only by the party for whom the semires were contacted or to whom it Is certified. This drawing may nor he copied, reused, disclosed, disulhuted or relied upon for any other purpose Without the express written consent of Chillers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S ju. SURFACE ANYWHERE IN ANY STATE CaMiIidix do. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N Colliers 400 Columbus Avenue, Ll Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING C, PC. m m w w z Z U Z 0 z ° o � rev a N Q N N U V 0 0 0 ❑ ❑ ❑ z z z z 0 a a a a a ❑ ❑ ❑ N L w w m z ¢ < 0 w a ry ry C `- o v a w ry m Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE: I DATE, DRAWN BY. CHECKED BV: AS SHOWN 1/6/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 2 1 R-PL02-NOTE GENERAL NOTES GN -02 WESTCHESTER Colliers 400 Columbus Avenue, Ll Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING C, PC. SCALE: I DATE, DRAWN BY. CHECKED BV: AS SHOWN 1/6/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 2 1 R-PL02-NOTE GENERAL NOTES GN -02 2" ITEM 404.1271 - 12.5 F I TOP COURSE ASPHALT, 70 SERIES COMPACTION 2y2" ITEM 404.1979 - 19 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION 8" ITEM 404.3779 - 37.5 F9 BASE COURSE ASPHALT, 70 SERIES COMPACTION (2 - 4" LIFTS) 12" ITEM 304.11000008 SUBBASE (MODIFIED) NOTES: I. ALL PAVEMENT ITEMS SHALL BE VERIFIED WITH NYSDOT MATERIALS GROUP PRIOR TO CONSTRUCTION. 2. STRAIGHT TACK COAT, ITEM 407.0103, SHALL BE APPLIED BETWEEN EACH ASPHALT COURSE/LIFT. 3. ASPHALT PAVEMENT JOINT ADHESIVE, ITEM 418.7603, SHALL BE APPLIED TO ALL FINAL PAVING VERTICAL JOINTS INCLUDING LONGITUDINAL, TRANSVERSE, CURBS, OR OTHERJOINTS BUTTING AGAINST NEW ASPHALT. ASPHALT PAVEMENTJOINT ADHESIVE SHALL ALSO BE APPLIED TO BASE OR BINDER COURSEJOINTS WHEN THERE IS POTENTIAL THAT BASE OR BINDER COURSE WILL BE LEFT OPEN TO TRAFFIC OVER THE WINTER OR LONGER. NYSDOT FULL DEPTH X PAVEMENT SECTION DETAIL SEE TABLE FOR DRIVEWAY RESURFACING/ RECONSTRUCTION TREATMENT (SEE PLAN FOR TREATMENT IDENTIFICATION) MAINLINE PAVEMENT PER NYSDOT STANDARD SHEET 608-03 ASPHALT PAVEMENT THICKNESS 0° HMA RESURFACING HMA RECONSTRUCTION PAVEMENT RESIDENTIAL COMMERCIAL RESIDENTIAL MINOR MAJOR COURSE DRIVEWAY DRIVEWAY DRIVEWAY COMMERCIAL COMMERCIAL 60 65 K 16.67 DRIVEWAY DRIVEWAY TOP COURSE 27.50 30.00 32.50 35.00 (ITEM 404J27t) 2" 2" 2" 2" 2" BINDER COURSE _ 21, (ITEM 404.1979) O BASE COURSE 8" (ITEM 404.3779) --- --' --' -'- (2 -LIFTS) SUBBASE COURSE (ITEM 304.11000008) -- _-' 6" 8" 12" TRUE & LEVEL COURSE (ITEM 404.0179) AS NECESSARY AS NECESSARY --- --- --- METHOD OF TREATMENT FOR ASPHALT DRIVES 9" MAX. 7" MIN. OR PCC (PAVEMENT OR SHOULDER) SUBBASE (SEE PLAN TYPICAL SECTION) (VERTICAL FACED CURB WITHOUT CURB ANCHOR) ITEM 609.0401 CONVENTIONALLY FORMED - CLASS "D" CONCRETE MACHINE FORMED - CLASS "J" CONCRETE PER NYSDOT STANDARD SHEET 609-01 x TYPE VF6 CURB 6'� EDGE OF PAVEMENT 0 N 0 1'-0" (TYP.) (TRANSVERSE LINES) NOTES: I. ALL CROSSWALK MARKINGS SHALL BE WHITE. 2. TYPE "LS" CROSSWALKS SHALL HAVE THE LONGITUDINAL LINES PARALLEL TO THE LANE LINES. PER NYSDOT STANDARD SHEET 685-01 (SHEET 2 OF 9) COMBINED TYPE 'LS' CROSSWALK Y8" PITCH TOWARDS ROADWAY Y U r�r a +1 1,421111, 0 GRADE LINE PER NYSDOT STANDARD SHEET 609-01 :r WHITE LANE LINE MATCH ADJACENT CURB C-0" AS SPECIFIED TRANSITION SECTION CURB TRANSITION 8'-4" SEE PLANS J PER NYSDOT STANDARD SHEET 685-01 (SHEET 6 OF 9) 7XTYPICAL LEFT TURN LANE STRIPING PER NYSDOT STANDARD SHEET 402-01 PER NYSDOT STANDARD SHEET 685.01 (SHEET I OF 9) X EDGE AOF TRAVEL LANE 4' ASPH. PAVEMENT SHOULDER COURSES BASE - v y"/FT. MIN. SUBBASE COURSE PER NYSDOT STANDARD SHEET 685-01 (SHEET 8 OF 9) EDGE OF PAVEMENT DETAIL X (AT SHOULDER) X NAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAV NLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. PAVEMENT COURSES AS PER TYPICAL SECTION EFFECTIVE y OVERLAY THICKNESS �,. TRANSITION LENGTH (SEE NOTE 1) SAME THICKNESS AS TOP COURSE SEE NOTE 2 FNeA 1 TACK COAT EXISTING HMA OR \\ \ \\ \ \ \ \ CONCRETE PAVEMENT \. \\\\\ MILLED REBATE 25' (MIN.) 1 PAVEMENT REMOVAL FOR SPLICE RECESS ("REBATE") K VALUE TABLE FTAN POSTED SPEED 0° S L 2'-0" 45° V-0" 11 'A" LETTER WIDTH = I-4" (MPH) 30 35 40 45 50 55 60 65 K 16.67 19.17 21.67 24.17 27.50 30.00 32.50 35.00 NOTE: I. THE TRANSITION LENGTH SHALL BE NO LESS THAN THE VALUE OBTAINED BY MULTIPLYING THE EFFECTIVE OVERLAY THICKNESS IN INCHES BY THE K VALUE FROM THE TABLE FOR POSTED SPEED LIMIT. THE MINIMUM TRANSITION LENGTH IS 30'. 2. IN THE TRANSITION AREA, PAVEMENT COURSES OTHER THAN THE TOP COURSE SHALL BE FEATHERED OUT USING TOP COURSE OR OTHER APPROPRIATE MATERIAL. PAYMENT SHALL BE MADE UNDER THE APPROPRIATE ITEM. TYPICAL SECTION - PAVEMENT KEY WARM MIX ASPHALT OVERLAY SPLICE PAVEMENT KEY (PAVEMENT TERMINATION DETAIL) TAPER LENGTH VARIES (SEE PLANS) DIRECTION OF TRAVEL DIRECTION OF TRAVEL DOUBLE YELLOW CENTER LINE L, A" W TAPER LENGTH VARIES (SEE PLANS) TURN LANE LENGTH VARIES (SEE PLANS) SEE CONTRACT DOCUMENTS FOR CURVATURE OR TAPER CROSS HATCH LINE DIMENSIONS W 0° S L 2'-0" 45° V-0" 11 'A" FOR ADDITIONAL STRIPING DETAILS SEE NYSDOT STANDARD SHEET 685-01 DATED 08/21/18 (PAID AS ONE SYMBOL) TURNING ARRROW HATCHED ISLAND DETAIL 7' 4" v DOUBLE YELLOW CENTER LINE ro T C*, "ONLY" LETTERS APPROVED Resolution Number _2a--_ Date Syl4 I]a�z3 -- Colliers Engineering & Design www.coIliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights ReseNed.'his drawing and all the Information contained herein is an for use only by the party for whom the services were contracted or to whom II Is cetllfied. chis drawing may not be copied, reused, disclosed distributed or relied upon for any other purpose will the express written rinsentof Colliers Engineering &Design, PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, ORANV PERSON ( PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE w..wIII, ft i. Ca�eefwerooag FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM ''SIT NOTES: UNLESS OTHERWISE SHOWN: LETTER HEIGHT = 8'-4" LETTER WIDTH = I-4" SPACING = 8" (USE EQUAL SPACING BETWEEN LETTERS AND CENTER ENTIRE SYMBOL IN LANE) PER NYSDOT (PAID AS FOUR LETTERS) STANDARD SHEET 685-01 (SHEET B OF 9) C*, "ONLY" LETTERS APPROVED Resolution Number _2a--_ Date Syl4 I]a�z3 -- Colliers Engineering & Design www.coIliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights ReseNed.'his drawing and all the Information contained herein is an for use only by the party for whom the services were contracted or to whom II Is cetllfied. chis drawing may not be copied, reused, disclosed distributed or relied upon for any other purpose will the express written rinsentof Colliers Engineering &Design, PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, ORANV PERSON ( PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE w..wIII, ft i. Ca�eefwerooag FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT I1 UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER Colliers 400 Columbus Avenue, 111 Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN , ARCHITECTURE LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. SCALE: DATE: DRAWN 8Y: CHECKED BV: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME. 20006297A R-PL03-DTLS CONSTRUCTION DETAILS DTL-01 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. N m O W z h u w z 5i 2 z u° O N N � N N u a in 0 0 0 o ❑ ❑ >> z z z z O ~a a a w a U ❑ ❑ ❑ N r'' w w W OD z -c ¢, 0 V V w N \ N Q m N a w N m rr Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT I1 UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER Colliers 400 Columbus Avenue, 111 Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN , ARCHITECTURE LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. SCALE: DATE: DRAWN 8Y: CHECKED BV: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME. 20006297A R-PL03-DTLS CONSTRUCTION DETAILS DTL-01 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. SLAB REINFORCEMENT PER NYSDOT STANDARD SHEET NO. 604-02 PRECAST RISER SECTION PER NYSDOT STANDARD SHEET NO. 604-02 FINAL ADJUSTMENT PER NOTE 3-`\ I SEE NOTE SEE NOTE NOTE: I. REMOVE EXISTING STRUCTURE TO DEPTH NECESSARY TO PROVIDE STABLE FOUNDATION FOR NEW PRECAST CONCRETE SLAB. THE SIZE OF THE EXISTING STRUCTURE SHOWN ON THE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL CRITICAL DIMENSIONS PRIOR TO BEGINNING FABRICATION OF ANY PRECAST Z ELEMENTS. THE WORKING DRAWINGS SHALL CLEARLY SHOW ALL FIELD MEASUREMENTS, SIZES OF EXISTING AND PROPOSED PIPES AND THE LOCATION OF THE SLAB OPENING/CASTING. m 2. SLAB OPENING/CASTING SHALL BE LOCATED TO PROVIDE ACCESS TO STEPS. COST FOR STEP INSTALLATION SHALL BE INCLUDED IN THE PRICE BID FOR ALTERING DRAINAGE STRUCTURES. 3. USE PRECAST RISER SECTION(S) AND PREFABRICATED ADJUSTMENT RINGS TO ADJUST NEW MANHOLE FRAME AND GRATE TO FINISHED GRADE ELEVATION. FRAME SHALL BE SET IN A FULL BED OF MORTAR, 4. SEE GRADING AND DRAINAGE PLANS FOR FINISHED GRADE ELEVATION AND FOR DISPOSITION OF EXISTING PIPES. ALTERING DRAINAGE STRUCTURES CONVERT CATCH BASIN TO MANHOLE ITEM 206.0201 BACKFILL MATERIAL INCLUDED IN PAYMENT EXISTING PIPE CONNECT, FLU OR REMOVE SEE TABLE ( DRAINAt NEW DRAINAGE STRUC DRAINAGE TABLE FOR TYPES & LOCATIONS CONCRETE COLLAR, A.O.B.E. SEE DETAIL ITEM 603.77 ,-JT EXISTING PIPE PAYMENT INCLUDED IN PAYMENT FOR BASIN 7XCONNECTING NEW DRAINAGE STRUCTURE TO EXISTING PIPE P-2" ITEM 203.1077. PIPE DIA. WIDTH"W" EXIST. GROUND OR 2 2%0" SUBGRADE SURFACE 301, WHICHEVER IS 36" VARIABLE WIDTH LOWER �� CURB BOX b ti r 5" MAX \\ M . . .v 445 BARS HOOKED F + Y ENDS 4"C. TO C. — HORIZONTAL OPTIONAL TCONSTRUCTION— JOINT HIGHEST ELEVATION OF UTILITY LINE", OR OBSTRUCTION MAXIMIZE SLOP 2"/FT. MIN. TO 6"/FT. MAX EXIST. UTILITY TOl REMAIN GUTTER LINE — X A FN NOTES MIN. T-1" LINE MANHOLE SEE ROADWAY DETAIL I 1 I MIN. COVER y 4-#5 BARS T_2"MINI. 1 — 7'-11" MAX. 12" C. TO C. Cb #5 BARS 5'-8" LONG 24" C. TO C. 2" MIN. I o 2' �1 6" MIN. 245 TOP B • TO C. TYP. m • t 2-#5 BOTT 1 1/2" MIN. m 6" C. TO C. COVER TYP. -i 6 ARS SET AS APPROPRIATE /-245 TOP BARS 5'-B", 6" C. TO C. _ OPTIOn FOR DIMENSIONS AND REINFORCEMENT SEE JOINTS "PRECAST CONC. TOP SLAB OFFSET CATCH BASIN WITH MANHOLES #5 VERTICAL BARS, MIN. I'-2" MAX. 4'-0" p — #5 CORNER BASE, 3'-0" LONG 4 EACH CORNER 6"C. TO C. HORIZONTAL I 245 TOP BARS —OPTIONAL CONSTRUCTION JOINT 6-0" LONG 6" C TO C. 12" TYP. I E O} VERTICAL WIRES 0.252 SQ. IN/LF TYP. I'-0" 4'-0" I'-0" NSTRUCTIO 445 BARS, T-2" MIN. T-11" MAX. 12" C. TO C. SECTION H -H H 4-#5 12" C.. TO TO C. C. —I ELEVATION VIEW 3-#5ARS HOOKED BOTH ENDS TYP. 10" (TYP.) 445 BARS 4" C. TO C. 2 TOP o o o 2 BOTTOM HOOKED ENDS 1 NOTE: COST OF RUNDS SHALL BE INCLUDED IN ITEM 604.50180010 CONTRACTOR SHALL MAKE REFERENCE TO NYSDOT PRECAST CULVERT DETAIL SHEETS USC: BD -CB IE THROUGH BD-CB12E FOR THIS INSTALLATION PIPE STONE APRON WIDTH TABLE PIPE DIA. WIDTH"W" 6 2 2%0" T 301, WITHOUT 36" VARIABLE WIDTH �� CURB BOX b ti 3'-6" MAX. \\ M v 2'-6" FORMED INVERT 1/4 LD. 445 BARS 5'-8" 12 TOP WITH BARS AND 2 BOTTOM 6" C CURB BOX TO C. 4 0 N #5 B 245 TOP BARS #5 BARS, 12" 6'-0" LONG 6"CTO C. H C. TO C. EACH WAY PRECAST CONCRETE TOP SLAB —I ELEVATION VIEW 3-#5ARS HOOKED BOTH ENDS TYP. 10" (TYP.) 445 BARS 4" C. TO C. 2 TOP o o o 2 BOTTOM HOOKED ENDS 1 NOTE: COST OF RUNDS SHALL BE INCLUDED IN ITEM 604.50180010 CONTRACTOR SHALL MAKE REFERENCE TO NYSDOT PRECAST CULVERT DETAIL SHEETS USC: BD -CB IE THROUGH BD-CB12E FOR THIS INSTALLATION PIPE STONE APRON WIDTH TABLE PIPE DIA. WIDTH"W" 18" T 301, o' 36" f WIRE FABRIC REINFORCEMENT BOTH FACES VERTICAL WIRES 0.252SQ IN./FT., TYP. SECTION F -F END SECTION LENGTH + 2 FT. ENDSECTION—/ `N,. PLAN VIEW 4AUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LN JLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORKAND OPINION. OD+12" (36" MIN.) Rt ltgr li WALL C. TO C. E 445 BOTTOM BARS T-2" LONG. C. TO C. �7Y OFFSET CATCH BASIN WITH MANHOLE 4' B� ITEM 604.50180010 END SECTION LENGTH + 2 FT. II VARIES A PIPE EXISTING GROUND I' STONE FILLING (LIGHT) ITEM 620.03 APPROVED Resolution Number _)__- 1_3 Date tel. 1 d 1-7 )--0 13 �1 STONE LINED APRON SECTION E -E END SECTION STONE FILLING (LIGHT) ITEM 602.03 116 6" BEDDING MATERIAL, TYPE 2 ITEM 620.0802 SECTION A -A LONGITUDINAL FLOW I TRAVERSE FLOW SAME AS PIPE DIA. / I VARIES / nwn L(SEE TABLE) PAYMENT LINE ITEM 206.0201 SECTION B -B PAYMENT LINE ITEM 206.0201 6" BEDDING MATERIAL, TYPE 2 ITEM 620.0802 Colliers Engineering & Design www.colliersengineering.com Copyright lQ 2D24, Collars Engineering & Jesign NI .Rights Reserved. This drawing and all the'mformadon contained herein Is authorized or use only by the party for whom the Services were con« ar ed or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or trilled upon for any other purpose without Ne express written consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DES] GNERS, OR ANY PERSON I PREPARING TO DISTURB THE EARTH'S SURFACE ANYW HERE IN ANY SI ATE xo.ww. GII ININ O•laelourlly FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER:059858-1 COLLIERS ENGINEERING 9,DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER COt1,CiS 400 Columbus Avenue, lu Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design GULFS ENGINEERING & DESIGN, ARCHreECTURE LANDSCAPE ARCHITECTURE. SURVEYING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20DnF?97A R-PL03-DTLS SHEETTITLE: CONSTRUCTION DETAILS NUMBER: DTL-02 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. N m 0 z U w c g w 0 0u g z O LJ G, V ry 0 ry U V a ✓t 0 O 0 0 0 0 z z z z O cz M to - H, w w Of EE N > > W > w % > Got z 0 " � a o a ry a .n wry m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER:059858-1 COLLIERS ENGINEERING 9,DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER COt1,CiS 400 Columbus Avenue, lu Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design GULFS ENGINEERING & DESIGN, ARCHreECTURE LANDSCAPE ARCHITECTURE. SURVEYING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20DnF?97A R-PL03-DTLS SHEETTITLE: CONSTRUCTION DETAILS NUMBER: DTL-02 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. VA 2" 12.5 F3 TOP COURSE ASPHALT, 70 SERIES COMPACTION NYSDOT ITEM 404.1273 4" 25 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION NYSDOT ITEM 404.2579 8" COMPACTED SUBBASE COURSE ITEM 304.11000008 PAVEMENT LAYER THICKNESS SHOWN ARE MINIMUM VALUES AND SHALL MATCH EXISTING IF GREATER TOWN OF YORKTOWN FULL DEPTH PAVEMENT SECTION DETAIL Eiw.Ml51eN .true SIDEWALK P ColliCiS SEE DETAIL ON SHEET NO. DTL-01 CONCRETE G Si im p�•• ASPHALT PAVING (SEE � �M Mh DETAIL NO. 1) RX X X X X, X VIRIli d•/ SEE DETAIL NO. I FOR 0 0.'P e" COMPACTED SUBBASE COURSE ASPHALT DEPTHS O I SAWCUT LINE IN EX. ASPHALT A�rrt� HOD$O %ir7 , OL PAVING ITEM 627.50140008 r•ore �-- bJ +5 i. PIROYIGE 9/4' EXPMCAdl.bINTS WFT.OZ. • 11 OL..CXW. LONE. NA%. r. PRb.4[IE GONIRALTINS .bINT5, IM' YHIt.K AT P! IrnErtvALs n rt 4.LONLPktE cuzr%9:fMJ. EST XT oP YOF1iWS STANDARD SPECIFICATION SECTION 6093.03 TOWN OF YORKTOWN CONCRETE CURB �F TOWN OF YORKTOWN SAWCUT X ASPHALT PAVEMENT AT CURBS J M1 GONGRE'EE r GROOM mi RAD105 PAVING (2J —05 Ri NOTEE • 12" OC.. G10l I. PROVIDE EXPANI J0I1411I5 20 O.G. MAX. TOWN OF YORKTOWN X DROP CURB AT RAMPS UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. KI V U4' X 1/2" DEEB 5CORE LI14€ WITH TOOLED EsDi f5M PLAN FOR 5C:MN& PATiC#U <I« [I 4 y4 X X RAVIN5 TOWN OF YORKTOWN TOOLED SCORE LINE APPROVED Resolution Number 23 - 13 Date -`i UII 1-r Zot3 Colliers Engineering & Design www.colliersengineering.com Copyright ® 2024. Colliers Engineering & Design NI Rights Reserved. This drawing and all the information contained herein Is authorized for use only by the parry for whom the Services were Contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distridwed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. PROTECTYOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S / SURFACE ANYWHERE IN ANY STATE ewr+YYNII� CN fIMs�i� FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM 2" TOP COURSE ASPHALT ColliCiS I(SEE DETAIL NO. 1) W Suite 180E 4" BINDER COURSE ASPHALT Engineering (SEE DETAIL NO. 1) & Design Design COLLIERS ENGINEERING B DESIGN, O o g oo;pA e" COMPACTED SUBBASE COURSE 4"'Q e'Ott 4. gip•I (SEE DETAIL NO. 1) TOWN OF YORKTOWN SAWCUT X ASPHALT PAVEMENT AT CURBS J M1 GONGRE'EE r GROOM mi RAD105 PAVING (2J —05 Ri NOTEE • 12" OC.. G10l I. PROVIDE EXPANI J0I1411I5 20 O.G. MAX. TOWN OF YORKTOWN X DROP CURB AT RAMPS UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. KI V U4' X 1/2" DEEB 5CORE LI14€ WITH TOOLED EsDi f5M PLAN FOR 5C:MN& PATiC#U <I« [I 4 y4 X X RAVIN5 TOWN OF YORKTOWN TOOLED SCORE LINE APPROVED Resolution Number 23 - 13 Date -`i UII 1-r Zot3 Colliers Engineering & Design www.colliersengineering.com Copyright ® 2024. Colliers Engineering & Design NI Rights Reserved. This drawing and all the information contained herein Is authorized for use only by the parry for whom the Services were Contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distridwed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. PROTECTYOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S / SURFACE ANYWHERE IN ANY STATE ewr+YYNII� CN fIMs�i� FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. LOA* 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER ColliCiS 400 Columbus Avenue, W Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design Design COLLIERS ENGINEERING B DESIGN, N ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.0 m m w H N Z U Z � � w 2 Z OU O N N Q N \ U a 0 o O Z Z Z Z O C 0S CS a a a to. U ❑ 0 ❑ N N 4 w > > > m Z LL Q N N N Q m D a v o ur MF >0 W ry m K Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. LOA* 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE; I DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL03.DTL5 -SHEET TITLE: ' TOWN OF YORKTOWN CONSTRUCTION DETAILS NUMBER: DTL-03 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. WESTCHESTER ColliCiS 400 Columbus Avenue, W Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design Design COLLIERS ENGINEERING B DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.0 SCALE; I DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL03.DTL5 -SHEET TITLE: ' TOWN OF YORKTOWN CONSTRUCTION DETAILS NUMBER: DTL-03 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. SIDEWALK CURB RAMP NOTES GNRL-NOTE-STND-GRID GENERAL NOTES: 1) THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT(ADA), AND THE REQUIREMENTS OF THE 2013 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY (PROWAG). 2) THE DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND FIELD LAYOUT. FOR WORK ACCEPTANCE VALUES SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, AND ACCEPTANCE OF PEDESTRIAN FACILITIES" ON SHEET 11 OF 12 AND SHEET 12 OF 12. A) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ELEVATIONS AND DIMENSIONS TO ENSURE THAT THE FINAL LAYOUT OF PEDESTRIAN FACILITIES MEETS ADA REQUIREMENTS. ANY SURVEY WORK NECESSARY TO MEETTHESE REQUIREMENTS SHALL BE PAID FOR UNDER ITEM 625.01 -SURVEY OPERATIONS. A CONTRACT CONTROL PLAN IS NOT NECESSARY FOR WORK LIMITED TO SIDEWALKS AND CURB RAMPS. 3) FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS, DUE TO DESIGN CONSTRAINTS, SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. FEATURES THAT CANNOT MEET THE VALUES FOR WORK ACCEPTANCE SHALL BE JUSTIFIED AS NONSTANDARD PER HIGHWAY DESIGN MANUAL CHAPTER 2. 4) TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL MEASUREMENTS SHALL BE MADE IN ACCORDANCE WITH THE "NOTES ON INSPECTION METHODS (MEASUREMENT)" ON SHEET 11 of 12. 5) JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN, w. VERTICAL SURFACE DISCONTINUITIES BETWEEN, X" AND %" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE "VERTICAL SURFACE DISCONTINUITIES" DETAIL ON SHEET 2 OF 12. 6) SIDEWALKS ARE CONNECTED TO ROADWAYS BY BLENDED TRANSITIONS OR CURB RAMPS. BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE ROADWAY LEVEL THAT HAVE A MAXIMUM GRADE (RUNNING SLOPE) OF 5%. CONNECTIONS WITH A MAXIMUM GRADE (RUNNING SLOPE) GREATER THAN 5% ARE CONSIDERED CURB RAMPS. 7) CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF DETECTABLE WARNINGS. SEE ADDITIONAL "DETECTABLE WARNING NOTES" AND THE DETAILS ON DIMENSIONS AND ORIENTATION ON SHEET 2 OF 12. 8 GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE SHOULD BE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND SHALL NOT BE ROUNDED, VERTICAL ALIGNMENT SHALL BE GENERALLY PLANAR, 9) MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE DIFFERENT IN THE CONTRACT DOCUMENTS, 10) SIDEWALK GRADE (RUNNING SLOPE)SHALL NOT EXCEED 4.5% FOR DESIGN AND LAYOUT OR 5% FOR WORK ACCEPTANCE, EXCEPT WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE ADJACENT HIGHWAY GRADE IS STEEPER THAN 5%. WHEN THE ADJACENT HIGHWAY GRADE IS GREATER THAN 5%, THE SIDEWALK GRADE SHALL NOT EXCEED THE HIGHWAY GRADE. 11) THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTE SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS ARE ALLOWED: A) WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WHERE THERE IS NO YIELD OR STOP SIGN, OR WHERE TH ERE IS A TRAFFIC SIGNAL THAT IS DESIGNED FOR THE GREEN PHASE, THE CROSS SLOPE OF A. PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A STREET CROSSING (CROSSWALK) SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE. B) WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDBLOCK STREET CROSSING SHALL BE PERMITTED TO EQUALTHE STREET OR HIGHWAY GRADE. 12) THE MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS 4'-0", EXCLUSIVE OF THE CURB. THE DEPARTMENT'S PREFERRED CLEAR WIDTH 155'-0". WHEN WALKWAY WIDTHS ARE LESS THAN 5'-0", V-0" x V-0" PASSING SPACES (SHOWN IN DETAIL A OR B ON THIS SHEET), OR A FEATURE OF EQUAL OR GREATER DIMENSIONS THAT MEETS THE SLOPE AND SURFACE CRITERIA, SHALL BE PROVIDED AT A MAXIMUM INTERVAL OF 200'. EXISTING DRIVEWAYS AND STREET CROSSINGS MAY SERVE AS PASSING SPACES, PROVIDED THEY MEET SLOPE AND SURFACE REQUIREMENTS FOR A PEDESTRIAN ACCESS ROUTE. 13) THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ROUTE FROM THE VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED. WHERE THE BUFFER ZONE WIDTH, EXCLUSIVE OF CURB, IS LESS THAN T-0", THE SURFACE SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 14) THE MAXIMUM RECOMMENDED CROSS SLOPE OF ATURF BUFFER ZONE OR SLOPE TRANSITION BEHIND SIDEWALK 1525%. BUFFER ZONES WITH A CROSS SLOPE GREATER THAN 25% SHOULD BE PAVED, PLANTED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 15) WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD SHEET 608-03. 16) FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO SHEET 12 OF 12 AND STANDARD SHEET 680-10 FOR DETAILS. 17) WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE. ROADWAY SHOULD BE SAWCUT AT LEAST T-0" FROM THE PROPOSED CURB LINE TO ALLOW FOR ADEQUATE COMPACTION OF ASPHALT. IF THE SAWCUT IS LESS THAN 2'-0" FROM THE PROPOSED CURB LINE, THE ROADWAY SHALL BE REBUILT USING CLASS A, C, OR D CONCRETE. SEE DETAILS ON SHEET 9 OF 12. CURB RAMP NOTES 18) THE MINIMUM CLEAR WIDTH OF A CURB RAMP SHALL BE W-0". THE DEPARTMENT'S PREFERRED CLEAR WIDTH IS V-0". 19) THE MAXIMUM GRADE (RUNNING SLOPE) FOR DESIGN AND LAYOUT OF A CURB RAMP SHALL BE 7.5%. THE GRADE FOR WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3%. 20) WHERE THE TERRAIN DOES NOT ALLOW CONSTRUCTION OF A CURB RAMP WITH A GRADE (RUNNING SLOPE) OF 8.3%. OR LESS WITHIN 15'-01p, THE RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN AND LAYOUT OR 15'-0" FOR WORK ACCEPTANCE. 08/18/21 21) THE CROSS SLOPE OFTHE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS ARE ALLOWED: A) WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WHERE THERE IS NO YIELD OR STOP SIGN, OR WHERE THERE IS A TRAFFIC SIGNALTHAT IS DESIGNED FOR THE GREEN PHASE, AND AT MIOBLOCK CROSSINGS THE CROSS SLOPE OFTHE CURB RAMP SHALL BE PERMITTED TO EQUALTHE STREET OR HIGHWAY GRADE. 22) WHERE THE EXISTING ROADWAY GRADE EXCEEDS THE MAXIMUM ALLOWABLE CROSS SLOPE FOR A CURB RAMP, AND CANNOT BE CORRECTED WITHIN THE SCOPE OF THE PROJECT, THE RAMP SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE "CURB RAMP CROSS SLOPE TRANSITION" DETAIL ON SHEET 8 OF 12. THE RAMP MAY NEED TO BE JUSTIFIED AS A NONSTANDARD FEATURE. SEE NOTE 3 ON THIS SHEET. 23) RAMP SIDE OPTIONS ARE DETAILED ON SHEET 3 OF 12. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES SHALL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% MAXIMUM FOR WORK ACCEPTANCE. A PEDESTRIAN CIRCULATION PATH IS ASSUMED TO CROSS THE CURB RAMP WHEN AREA ADJACENT TO THE RAMP IS PAVED AND FREE OF VERTICAL OBSTRUCTIONS THAT WOULD PREVENT PEDESTRIAN PASSAGE. THERE IS NO MAXIMUM FLARE SLOPE FOR A RAMP THAT IS NOT CROSSED BY A PEDESTRIAN CIRCULATION PATH. 24) THE BACK SIDE OF A PARALLEL RAMP SHOULD BE GRADED TO A MAXIMUM SLOPE OF 25% TO MATCH EXISTING TERRAIN, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED ROW OR PHYSICAL CONSTRAINTS, A BACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 12 AND SHEET 9 OF 12. 25) THE DEPARTMENT'S PREFERENCE 15 TO INSTALL TWO SEPARATE CURB RAMPS AT A STREET CORNER THAT SERVES TWO SEPARATE PEDESTRIAN CROSSINGS, WITH EACH RAMP ALIGNED TO THE CROSSING THAT IT SERVES. WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT SEPARATE RAMPS, A SINGLE CURB RAMP (I.E., A DIAGONAL CURB RAMP) IS PERMITTED TO SERVE BOTH PEDESTRIAN CROSSINGS. TURNING SPACE AND CLEAR SPACE NOTES: 26) WHERE A CHANGE IN DIRECTION IS REQUIRED TO UTILIZE A CURB RAMP, ATURNING SPACE SHALL BE PROVIDED AT THE BASE OR THE TOP OF CURB RAMP, AS APPLICABLE, TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES. 27) WHERE THERE ARE NO VERTICAL CONSTRAINTS AT THE BACK OF SIDEWALK, (E.G., VERTICAL CURBS BUILDINGS FENCES) THE TURNING SPACE DIMENSIONS SHALL BE 4'-0"x4'-0" MINIMUM, WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF SIDEWALK, THE TURNING SPACE SHALL BE 4'-0" X V-0" MINIMUM. THE V-0" DIMENSION SHALL BE IN THE DIRECTION OF THE RAMP RUN. 28) TURNING SPACES SHALL NOT BE DESIGNED WITH A SLOPE GREATER THAN 1.5% IN ANY DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE. THE MAXIMUM SLOPE FOR WORK ACCEPTANCE IS 2.0%.THE FOLLOWING EXCEPTIONS ARE ALLOWED: A) WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WHERE THERE IS NO YIELD OR STOP SIGN, OR WHERE THERE IS ATRAFFIC SIGNALTHAT IS DESIGNED FOR THE GREEN PHASE, AND AT MIDBLOCK CROSSINGS, THE CROSS SLOPE OF THE TURNING SPACE SHALL BE PERMITTED TO EQUALTHE STREET OR HIGHWAY GRADE. WHEN A RAMP EXISTS BETWEEN THE TURNING SPACE AND THE CURB, THE CROSS SLOPE OF THE TURNING SPACE SHOULD BE LESS STEEP THAN THE ROADWAY GRADE AND AS FLAT AS PRACTICABLE WHENEVER POSSIBLE. 29) BELOW THE BOTTOM GRADE BREAK OF A CURB RAMP, A CLEAR SPACE OF 4'-0" x 4'-0" MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THE PARALLEL VEH ICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING SPACES, DETECTABLE WARNING SURFACES, AND DROP CURBS. DEFINITION OF TERMS: ACCESSIBLE ROUTE. SEE "PEDESTRIAN ACCESS ROUTE", BELOW. CLEAR SPACE. AN UNOBSTRUCTED FLOOR OR GROUND SPACE THAT WILL ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT. CROSS SLOPE. THE GRADE THAT IS PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. IN REGARDS TO NOTES 21 AND 28, CROSS SLOPE PERMITTED TO EQUAL STREET OR HIGHWAY GRADE IS THE SLOPE PARALLEL TO THE HIGHWAY. THE SLOPE PERPENDICULAR TO THE HIGHWAY SHALL BE 1.5% MAXIMUM FOR DESIGN AND 2% MAXIMUM FOR WORK ACCEPTANCE. PARALLEL CURB RAMP. A CURB RAMP WITH THE RAMP SLOPE ORIENTED PARALLELTO THE CURB OR EDGE OF PAVEMENT. PEDESTRIAN ACCESS ROUTE (PAR). A CONTINUOUS AND UNOBSTRUCTED PATH OFTRAVEL PROVIDED FOR PEDESTRIANS WITH DISABILITIES WITHIN OR COINCIDING WITH A PEDESTRIAN CIRCULATION PATH. PEDESTRIAN CIRCULATION PATH. A PREPARED EXTERIOR OR INTERIOR SURFACE PROVIDED FOR PEDESTRIAN TRAVEL IN THE PUBLIC RIGHT -OF WAY. PERPENDICULAR CURB RAMP. A CURB RAMP WITH THE RAMP SLOPE ORIENTED PERPENDICULAR TO THE CURB OR EDGE OF PAVEMENT. RUNNING SLOPE. THE GRADE THAT IS PARALLELTO THE DIRECTION OF PEDESTRIAN TRAVEL. STOP -OR YIELD -CONTROLLED LOCATION. AN INTERSECTION, DRIVEWAY OR PEDESTRIAN CROSSING WHERE VEHICULAR TRAFFIC IS CONTROLLED BY A YIELD SIGN, A STOP SIGN, OR A TRAFFIC SIGNALTHAT FLASHES RED. VEHICULAR TRAFFIC DOES NOT PASS THROUGH A STOP- OR YIELD -CONTROLLED LOCATION WITHOUT STOPPING OR SLOWING. TRAFFIC SIGNALTHAT IS DESIGNED FOR THE GREEN PHASE. A TRAFFIC SIGNAL OTHER THAN A FLASHING RED OR FLASHING YELLOW. TURNING SPACE. A RELATIVELY LEVEL SPACE PROVIDED WHERE ATURNING MANEUVER IS REQUIRED FOR A PEDESTRIAN TO ORIENTTO A CURB RAMP OR STREET CROSSING. CLEAR SPACE & TURNING SPACE-/ L --SEE DETECTABLE WARNING (SEE NOTES 26.29) PLACEMENT DETAILS (DETAIL NO. XX) AND NOTES 1-7 PER NYSDOT STANDARD SHEET 608-01 (SHEET 4 OF 12) CURB RAMP CONFIGURATION: TYPE 4 DETECTABLE WARNING NOTES: GNRL-NOTE-STND-DTWS 1) DETECTABLE WARNING SURFACES (DWS) SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES: A. CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET CROSSINGS. B. PEDESTRIAN REFUGE ISLANDS (WHERE LENGTH OF THE PEDESTRIAN ACCESS ROUTE ACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 61). C. PEDESTRIAN AT -GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY. 2) DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAYS WITH SIGNAL, YIELD OR STOP CONTROL DETECTABLE WARNING SURFACES SHALL NOT BE PROVIDED AT CROSSINGS OF UNCONTROLLED DRIVEWAYS, 3) WITH THE EXCEPTION OF THE "DETECTABLE WARNING SURFACE TRUNCATED DOME DETAILS DETECTABLE WARNING DOMES ON THIS SHEET ARE NOT DEPICTED TO SCALE. 4) DETECTABLE WARNING FIELDS SHALL EXTEND 24" MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL ACROSS THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUDING ANY FLARED SIDES. 5) SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER INSTALLATION, BORDERS CANNOT BE INCLUDED AS PART OF THE 24" MINIMUM DIMENSION DESCRIBED IN NOTE 4. A. WHEN PLACED AT THE BACK OF CURB, DETECTABLE WARNING FIELDS SHOULD BE PLACED AS CLOSE TO THE BACK OF CURB AS PRACTICABLE, BOTH FRONT CORNERS OF THE DETECTABLE WARNING FIELD SHALL NOT BE LOCATED MORE THAN 2" FROM THE BACK OF CURB. WHERE THE BACK OF THE CURB EDGE IS TOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHALL BE MEASURED FROM THE INSIDE EDGE OF THE CURB RADIUS, WHERE CURB IS NOT USED, THE EDGE OF PAVEMENT SHALL BE SUBSTITUTED FOR THE BACK OF CURB FOR PLACEMENT OF DETECTABLE WARNINGS. B. WHEN PLACED ABOVE THE LOWER GRADE BREAK OF A CURB RAMP, DETECTABLE WARNING UNITS SHOULD BE PLACED AS CLOSE TO THE JOINT AS PRACTICABLE. BOTH FRONT CORNERS OF RECTILINEAR DETECTABLE WARNING FIELDS SHALL NOT BE LOCATED MORE THAN 2" FROM THE JOINT. C. WHEN RADIAL DWS UNITS ARE PLACED AT THE BACK OF CURB, THE FRONT EDGE OF THE DWS FIELD SHOULD BE AS CLOSE AS POSSIBLE TO THE BACK OF CURB, I.E., THE RADIUS OF THE FRONT OF THE DWS FIELD SHOULD MATCH THE RADIUS ALONG THE BACK OF CURB AS CLOSELY AS POSSIBLE. THE OUTSIDE CORNERS OF THE DWS FIELD MUST BE LOCATED NO MORE THAN 2 INCHES FROM THE BACK OF CURB. 6) ON SLOPES OF 5% OR GREATER, THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIALTO THE LOWER GRADE BREAK ON THE RAMP RUN. WHERE DOMES. ARE ARRAYED RADIALLY THEY MAY DIFFER IN DIAMETER AND CENTER -TO -CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. DOME ALIGNMENTTHAT IS PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK IS NOT REQUIRED ON SLOPES OF LESS THAN 5%. 7) THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. DETECTABLE WARNING SURFACES CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUTE SURFACE, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. BUFFER ZONE OPTION B: GRADED EARTH LI1PIA& t71 21 IS UMMUC 13K / N A I - BOTTOM OF RAMP GRADE BREAK AT BOTTOM OF RAMP RAMP SLOPE CURB (TYR) / -� DROP CURB DETECTABLE WARNING SURFACE LOCATED ABOVE LOWER GRADE BREAK (SEE NOTES SB & 6) GRADE BREAK TO BACK OF CURB CURB (TYP.) BEATER THAN T-0" G I F J 24" MIN. IN DIRECTION DROPCURB OF TRAVEL (SEE NOTE 4) OPTION 4 2" MAX. DISTANCE FROM FRONT CORNER OF DETECTABLE WARNING FIELD TO BACK OF CURB (TYP.) (SEE NOTE SA) PLAN 7 C 1 0.2" D I I ----i SECTION E -E TRUNCATED DOME DIMENSIONS DIM. MIN. (IN) MAX. (IN) A 1.6" 2.4" B 0.65" 1.5" C 50% - 65% OF D DIM. D 0.9" 1.4" PER NYSDOT STANDARD SHEET 608.01 (SHEET 2 OF 12) DETECTABLE WARNING SURFACE (DWS) TRUNCATED DOME DETAILS Yd' MAX. SEE SIDEWALK CURB RAMP NOTE 5 - PER NYSDOT STANDARD SHEET 608.01 (SHEET 2 OF 12) DETECTABLE WARNING SURFACE X (DWS) PLACEMENT OPTION DETAILS X OPTION A: GRADED EARTH AND TURF y:, - y„ MAX. PER NYSDOT STANDARD SHEET 608.01 (SHEET 2 OF 12) VERTICAL SURFACE DISCONTINUITIES SEE DETECTABLE WARNING PLACEMENT DETAILS (DETAIL NO. XX) (SEE NOTES 1-7) CLEAR SPACE (SEE NOTE 29) PER NYSDOT STANDARD N PER NYSDOT STANDARD 400 Columbus Avenue, PER NYSDOT STANDARD SHEET 608.01 SHEET 608-01 Engineering SHEET 608.01 (SHEET 3 OF 12) COLLIERS ENGINEEANG&DESIGN, (SHEET 3 OF 12) ARCHITECTURE, LANDSCAPE ARCHITECTURE, (SHEET 4 OF 12) X RAMP SIDE CONFIGURATIONS X PARALLEL RAMP BACK TREATMENTS X CURB RAMP CONFIGURATION: TYPE 2 DATE: DRAWN BY: CHECKED BY: NOT TO SCALE NYDT-SWLK-1200 08/18/21 M.J.A. NOT TO SCALE NYDT-SWLK-1201 08/18/21 PROJECT NUMBER: NOT TO SCALE NYDT-SWLK-1301 08/18/21 20006297A R-PL03-DTLS PROPOSED CURB 0 2'-0" MIN. FULL DEPTH SAWCUT w � EXISTING PAVEMENT MATCH EXISTING PED. ACCSS ROUTE/ SIDEWALK WIDTH SLOPE TRANSITION 2" TOP COURSE ASPHALT 4'-0" MIN. MATERIAL AND TIE INTO 2 - 4" LIFTS BASE COURSE ASPHALT MIN. OR CURB (TYPE VARIES SEE PLAN) WIDTH VARIES EXISTING MATCH EXISTING PAVEMENT THICKNESS GROUND z PER NYSDOT STANDARD 6" (TYP.) 12" SUBBASE COURSE SHEET 608-01 1.5% MAX. w (SEE NOTE 17) (SHEET 9 OF 12) SLOPES GI G2 VARIES PAVEMENT RECONSTRUCTION ROADWAY CROSS SLOPE CURB RAMP GRADE (7.5%MIAX.) zOJ - X OPTION A: ASPHALT 6" SUBBASE DROP CURB NOT TO SCALE NYDT-SWLK-1504 08/18/21 O 6" MIN. SUBBASE, WHERE REQUIRED (SEE NOTE 9) CLEAR SPACE 4'-0" 6., 4" CONCRETE SIDEWALK a s" AT DRIVEWAYS) A= G2 -GI VARIES ALGEBRAIC DIFFERENCE BETWEEN ROADWAY CROSS SLOPE AND CURB RAMP GRADE IS LESS THAN 12.5% SEE PAVEMENT RECONSTRUCTION OPTION A/B DETAIL NO. XX PER NYSDOT STANDARD PER NYSDOT STANDARD SHEET 608.01 SHEET 608-01 (SHEET 9 OF 12) (SHEET 8 OF 12) TYPICAL SIDEWALK CROSS SECTION COUNTER SLOPE CONDITION 1 X CURBED WITHOUT BUFFER ZONE X NAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAN INLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. APPROVED Resolution Number 23 13 Date � J, 1 y�_2o. z � Colliers Engineering & Design www.colIiersengineering.com Copyright © 2024, Colliers Engineering 6 Design All Rights Reserved, This drawing and all the information contained herein is aWhorimd for use only dy the parry for whom the services were contracted or to whom it is certified, This drawing ma not Y copied, reuseddisclosed,distributedor relied a on far an other ur se be o d, , PY P W p whhautthees resswritt mm� consent Colliers En lneerin &Desi n. e sen I P g 8 8 I PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON ( PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE IlhBmtaolmeb FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WVVW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O,A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE 11 TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N Colliers 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design Design COLLIERS ENGINEEANG&DESIGN, P ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL03-DTLS 0 w � z U w zOJ O a � � N Ou C� a 3 w O O O o o� Z z z z w y a w a w a 0 0 0 U w m -e a 3 LL F- v m IN m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O,A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE 11 TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK CONSTRUCTION DETAILS SHEET NUMBER: DTL-04 WESTCHESTER Colliers 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design Design COLLIERS ENGINEEANG&DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL03-DTLS CONSTRUCTION DETAILS SHEET NUMBER: DTL-04 �I i ITEMS 610.160 1, 4" ITEM 610.1402 (SEE NOTE 5) SEE EDGE OF PAVEMENT DETAIL ON SHEET NO. DTL-01 ITEMS 610.160 1, 4" ITEM 610.1402 (SEE NOTE 5) 5'-0" PROP. SHLDR. 6% 1 I'-0" & VARIES PROP. SB RIGHT TURN LANE 11.4. STA. 125+56.97 TO STA, 127+06.80 VARIES 0'-0" TO I I'-0" STA. 127+06.80 TO STA 128+71.97 EXIST. ,SHOULDER��P 2" ITEM 404.1271-� 2�" ITEM 404.1979 8" ITEM 404.3779 (2 LIFTS) - 12" ITEM 304.1 1000008 CONC. CURB TYPE VF6 ITEM 609,0401 ITEMS 610.160 11 4" ITEM 610.1402 (SEE NOTE 5) L J U 12A" PROP. SB LEFT/THRU LANE J 0 I - 12'-0" PROP. NB TRAVEL LANE EXIST SB LEFT/THRU/R/GNT "� EXIST NB TRAVEL CANE TURN LANE' SAWCUT ASPHALT PAVEMENT (FULL DEPTH) ITEM 627.50140008 ' 2' (SEE NOTE 2) MATCH EXIST. PAYMENT LINE ITEM 203.02 MATCH EXIST. PAYMENT LINE I I ITEM 203.02 `- 2" MILLING ITEM 490.30 2" RESURFACING ITEM 404.1271 NYS ROUTE 118 STA: 125+56.97 TO STA: 128+71.97 12'-0" PROP. WB TRAVEL LANE 12'-0" EXIST. WB TRAVEL J U S JI H 111-0 PROP. EB LEFT TURN LANE VARIES 0'-0" TO 11'-0" STA. PI 19+12.55 TO STA. PI22+23.53 11'-0" STA. PI22+23.53 TO STA. P124+25.43 _ 1 12'-0" LAI E EXIST, EB TRAVEL - SAWCUT ASPHALT PAVEMENT (FULL DEPTH) ITEM 627.50140008 (SEE NOTE 2) MATCH EXIST. 6'-0" N COIIICYB 400 Columbus Avenue, ITEMS DESCRIPTION PROP. SHOULDER Valhalla, NY 10595 Engineering Phone: 914.347.7500 203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL 203.03 EMBANKMENT IN PLACE SURVEYINGCT,P.0 304.11000008 SUBBASE BASE COURSE, TYPE I (MODIFIED) SCALE 404.0179 TRUING & LEVELING F9,70 SERIES COMPACTION DRAWNBY: 4041271 12.5 F I TOP COURSE ASPHALT, 70 SERIES COMPACTION 1/8/23 404.1979 19 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION SHOULDER 404.3779 37.5 F9 BASE COURSE ASPHALT, 70 SERIES COMPACTION R-PL04-TYPS 407.0103 STRAIGHT TACK COAT 418.7603 ASPHALT PAVEMENT JOINT ADHESIVE 490.30 MISC. COLD MILLING 502.1011 PCC PAVEMENT - MESH REINFORCED, NONPROFILOGRAPPHED, CLASS C, FRICTION TYPE 1 ONC. CURB TYPE 608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS ITEMJ�VF6 609.0401 609.0401 CAST -IN-PLACE CONCRETE CURB TYPE VF6 610.1402 TOPSOIL - ROADSIDE 610.1601 TURF ESTABLISHMENT (ROADSIDE) 6% 627.50140008 CUTTING PAVEMENT `2" ITEM 404.1271 2J," ITEM 404.1979 - 8" ITEM 404,3779 (2 LIFTS) 12" ITEM 304.1 1000008 IT -10" 4'-0" PROP. EB THRU/RIGHT TURN LANE PROP, SHOULDER STA. PROP. WIDENING PI23+21.12 TO STA. P121+35.63 TO STA. STA. PI24+25.43 PI24+25.43 FIN ----------- _..------- L_ 2" ITEM 404.1271 I 2V" ITEM 404.1979 PAYMENT LINE 8" ITEM 404.3779 (2 LIFTS) ITEM 203.02 - 2" MILLING ITEM 490.30 2" RESURFACING ITEM 404.1271 12" ITEM 304.1 1000008 UNDERHILL AVENUE (WEST OF NYS ROUTE 118) STA: P119+12.55 TO STA: P124+25.43 5'-0" PROP. SIDEWALK STA PI25+69.52 TO STA. PI26+94.09 CONC. CURB TYPE VF6 ITEM 609.0401 STA. PI25+69.52 TO STA. PI26+94.09 4" ITEM 608.0101 6" ITEM 304.11000008 12'-0" PROP. WB THRU/RIGHT TURN LANE PROP, WIDENING STA P 125+69.52 TO STA. P 127+08.07 . _ FT I I'-0" PROP. WB LEFT TURN LANE 1 1'-0" STA. PI 25+69.52 TO STA. P126+18.79 VARIES 0'-0" TO I V-0" STA. P 26+18.79 TO STA. P127+83.45 1 12'-0" PROP. EB TRAVEL LANE 12'-0" EX/ST. VYB 7RAVEL LANE ~-^ I ' IRA VEL L. SAWCUT ASPHALT PAVEMENT (FULL DEPTH) 21 ITEM 627.50140008 (SEE NOTE 2) ZZ MATCH EXIST. I MATCH EXIST. / --------- ---y-------� 2" ITEM 404.1271 i 2VZ" ITEM 404.1979 PAYMENT LINE PAYMENT LINE 8" ITEM 404.3779 (2 LIFTS) ITEM 203.02 I ITEM 203.02 2" MILLING ITEM 490.30 12" ITEM 304.11000008 2" RESURFACING ITEM 404.1271 UNDERHILL AVENUE (EAST OF NYS ROUTE ] STA: P125+69.52 TO STA: P127+83.45 NAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAV INLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. PAYMENT LINE ITEM 203.02 PROP. WIDENING STA. P 125+69.52 TO STA. PI26+14.50 - MATCH EXIST, 5'-0" PROP. SIDEWALK STA. P121+35.63 TO STA. P 124+25.43 CONC. CURB TYPE VF6 ITEM 609.0401 STA, P121+35.63 TO STA, PI24+25.43 \ 2" ITEM 404.1271 `21�" ITEM 404.1979 -8" ITEM 404.3779 (2 LIFTS) 12" ITEM 304.1 1000008 PROP. SIDEWALK STA. PI25+69.52 TO STA. PI26+14.50 CONC. CURB TYPE VF6 ITEM 609.0401 STA. P 125+69.52 TO STA. PI26+14.50 \ 2" ITEM 404.1271 21 ITEM 404.1979 - 8" ITEM 404.3779 (2 LIFTS) 12" ITEM 304.1 1000008 - 4" ITEM 608.0101 6" ITEM 304.1 1000008 ITEMS 610.1601, 4" ITEM 610.1402 (SEE NOTE 5) - 4" ITEM 608.0101 6" ITEM 304.1 1000008 TYPICAL SECTION NOTES: I. STRAIGHT TACK COAT ITEM 407.0103 SHALL BE APPLIED BETWEEN EACH ASPHALT COURSE/LIFT. 2. WHERE CONCRETE PAVEMENT IS LOCATED UNDER ASPHALT OVERLAY AND IS LOCATED WITHIN 3 FT. OF THE PROPOSED WIDENING SECTION, THE WIDENING SHALL EXTEND TO LIMIT OF CONCRETE PAVEMENT. 3. ROLL OVER BETWEEN SHOULDER AND TRAVEL LANE SHALL NOT EXCEED 8%. 4. TRUING AND LEVELING COURSE, ITEM 404.0179 MAY BE REQUIRED TO ACHIEVE UNIFORM CROSS SLOPE. CONTRACTOR SHALL VERIFY IF SUCH NEED IS REQUIRED AND CONFER WITH E.I.C. PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, S. AS PER SECTION 610-3.10, IN THE ABSENCE OF I INCH OF RAINFALL WITHIN 5 CONSECUTIVE CALENDAR DAYS THE CONTRACTOR SHALL WATER ALL TURF, WILDFLOWERS, SOD AND PLANTING BEDS ONCE A WEEK TO A DEPTH OF I INCH UNDER ITEM 610.19. IN ADDITION AS PER SECTION 610-3.12, THE CONTRACTOR SHALL MOW ALL TURF ESTABLISHMENT AREAS TO A HEIGHT OF 5 INCHES WHEREVER GROWTH REACHES 8 INCHES FOR THE DURATION OF THE CONTRACT UNDER ITEM 619.21. CLIPPINGS SHALL BE LEFT IN PLACE. 6. ASPHALT PAVEMENT JOINT ADHESIVE, ITEM 418.7603 SHALL BE APPLIED TO ALL FINAL PAVING VERTICAL JOINTS INCLUDING LONGITUDINAL, TRANSVERSE, CURBS OR OTHER JOINTS BUTTING AGAINST NEW ASPHALT, ASPHALT PAVEMENT JOINT ADHESIVE SHALL ALSO BE APPLIED TO BASE OR BINDER COURSEJOINTS WHEN THERE IS POTENTIAL THAT BASE OR BINDER COURSE WILL BE LEFT OPEN TO TRAFFIC OVER THE WINTER OR LONGER. APPROVED Resolution Number, -3 -,-I 22> Date :11-1 14 Cl zo 1 -1 5 0 5 10 SCALE: 11' = 5' Linear unit of measure: US Survey Foot (1 (t= 1200/3937 m) Colliers Engineering & Design www.colliersengineering.com Copyright ®.2024. Colliers Engineering & Design NI Rights Reserved. This drawing and all the Information contained herein is authorized for use only by the parry for whom the Services were contracted or to whom itis certifed. fiis drawing may not be cooled, reused, disclosed, distributed or relied upon far arty other purpose without the express written consent o`Colllerz EngineeringB Design. J PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON I PREPARING TO DISTURB THEEARTH'S / SURFACE ANYWHERE IN ANY STATE InenvitlY6l1011 CMlIIun:�11y FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N COIIICYB 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING&DESIGN, ARCHITERURE, LANDSCAPE ARCHITECTURE, SURVEYINGCT,P.0 SCALE DATE: DRAWNBY: CHECKED BY: rn 1/8/23 M.J.A. R.G.D. I PROJECT NUMBER: DRAWING NAME: 200(6297A R-PL04-TYPS m a U w z � w g N 0 W O f Q � � N OU V .n () 0 a a a O V N Z Z Z Z CL C C y a a a o O 0 N w w w m Id Id 3 LL 0 a w F e N � 41 N M Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK TYPICAL SECTIONS I�l TYP-01 NOTE: DO NOT SCALE DRAWINGS FOR I WESTCHESTER COIIICYB 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING&DESIGN, ARCHITERURE, LANDSCAPE ARCHITECTURE, SURVEYINGCT,P.0 SCALE DATE: DRAWNBY: CHECKED BY: ASSHOWN 1/8/23 M.J.A. R.G.D. I PROJECT NUMBER: DRAWING NAME: 200(6297A R-PL04-TYPS TYPICAL SECTIONS I�l TYP-01 NOTE: DO NOT SCALE DRAWINGS FOR I PROPOSED STONE WALL (NOT IN CONTRACT) PC STA:P120+89.72 OFFAS.67'L ° REFLECTOR (TYP.) -o_ I EDGE OF PAVEMENT ° / T I OAC r , R25' - R25' \ so -_---erravL�++rrrc-eroac----- ------------------------------/--------- - PROPOSED SEWER CONNECTION LINE W120+00 (NOT IN CONTRACT) (SEE NOTE 2) W1aI+00 I CP awl p STA:P 121+17.65 F:54.42% PROPOSED STONE WALL INSTALL TOWN OF 11rOp 1,l,ORk (NOT IN CONTRACT)JTA YORKTOWN CONC. CURB ITEM 609.04 SAWCUT ASPHALT PAVEMENT SEE DETAIL ON SHEET NO. DTL-01 ITEM 627.50140008 PC STA:P122+74.36 STAIRS PC STA:P 121+42.43 OFF:23.00'L OFF:23.00'L rte. STONE RNING W 1( ± HWYeDY_ ---. -__ HWYBDY� _- Wv O E.D. 6' }- 'l.l ro EDGE OF PAA�MF.L(L -�-------W� -"'" I� + u w IU - - - - - - - W123+00 BACK: W 119+12.55 /\ - SAWCUT ASPHALT PAVEMENT ll2 + p SAWCUT ASPHALT PAVEMENT P 2 +00 SAWCUT ASPHALT PAVEMENT - AHEAD: P 119+12.55 \ o TEM 627.50140008 UNDERHPL A lot ITEM 627.50140008 - N ITEM 627.50140008 \ SINGLE WHITE LINE - 31% _ - -- -- ASPHALT SIDE WALK 2 f a b P12$+00 P12+QO - I INSTALL TOWN OF - F\i�E RKTOWN CONC. CURB ----- ------ITEM 609.04 _ _TAIL ON SHEET NO. DTL-02 RIS' r;0, -- -Oh -OHW OHW OHW 0 OHW OH OHIY -.. - ,.i, _ .-_-OHW OHW OHW -CT- W - r. ._- OFVW -_-_. - - - -- , __.TJ- , , -- f;. __-_ liar < L If _ a HWY BOY _._------ Cr2 =�O HW-- _. .. Jr CON \� z 25' SEWER EASEMENT RESERVED TO THE TOWN OF Ci u ,Wn ¢ YORKTOWN PER FILED MAP NO. 14070 MEET EXISTING CURB & SIDEWALK Z D SI 120+44.09 f+' w OFF:12.07'R z otf u,zzo N 5 Q Z awZEO w F N O W z M L UNDERHIL AVE STONE WA1_L (PUB(1C) UTILITY POLE TO BE RELOCATED (BY OTHERS) (SEE NOTE 1) ILE CA Co. INSTALL 5' CONIC SIDEWALK 2 SEE DETAIL ON - INSTALL CONIC CURB RAMP TYPE 10 w SHEET NO. DTL-02 ITEM 608.01051009 WITH DETECTABLE WARNING FIELD �+. H' INSTALL TOWN OF - SEE DETAIL SHEET NO. DTL-03 ¢ YORKTOWN CONIC. CURB - 5 w ITEM 609.04 Y F Z SEE DETAIL ON SHEET NO. DTL-02 )NAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAN )NLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. W Per NOTES: PC STAT 122+75.03 OFF: 12.001 - INSTALLS' CONIC SIDEWALK OFF: 16.00'R SEE DETAIL ON ITEM 608.01050209 WITH SHEET NO. DTL-02 F PC STA:P 120+58.17 Q OFF: 19.491 UNDERHILL AVE NSTALL CONIC CURB RAMP TYPE 2 ITEM 608.01050209 WITH � i (RNI.IC) DETECTABLE WARNING FIELD O SEE DETAIL SHEET NO. D�TL-03 DETAIL ON SHEET NO. DTL-01 STA:P 122+89.34 Q r ` HWY BDY OFF:25.42'R i V a Z PC STA:P120+89.72 OFFAS.67'L ° REFLECTOR (TYP.) -o_ I EDGE OF PAVEMENT ° / T I OAC r , R25' - R25' \ so -_---erravL�++rrrc-eroac----- ------------------------------/--------- - PROPOSED SEWER CONNECTION LINE W120+00 (NOT IN CONTRACT) (SEE NOTE 2) W1aI+00 I CP awl p STA:P 121+17.65 F:54.42% PROPOSED STONE WALL INSTALL TOWN OF 11rOp 1,l,ORk (NOT IN CONTRACT)JTA YORKTOWN CONC. CURB ITEM 609.04 SAWCUT ASPHALT PAVEMENT SEE DETAIL ON SHEET NO. DTL-01 ITEM 627.50140008 PC STA:P122+74.36 STAIRS PC STA:P 121+42.43 OFF:23.00'L OFF:23.00'L rte. STONE RNING W 1( ± HWYeDY_ ---. -__ HWYBDY� _- Wv O E.D. 6' }- 'l.l ro EDGE OF PAA�MF.L(L -�-------W� -"'" I� + u w IU - - - - - - - W123+00 BACK: W 119+12.55 /\ - SAWCUT ASPHALT PAVEMENT ll2 + p SAWCUT ASPHALT PAVEMENT P 2 +00 SAWCUT ASPHALT PAVEMENT - AHEAD: P 119+12.55 \ o TEM 627.50140008 UNDERHPL A lot ITEM 627.50140008 - N ITEM 627.50140008 \ SINGLE WHITE LINE - 31% _ - -- -- ASPHALT SIDE WALK 2 f a b P12$+00 P12+QO - I INSTALL TOWN OF - F\i�E RKTOWN CONC. CURB ----- ------ITEM 609.04 _ _TAIL ON SHEET NO. DTL-02 RIS' r;0, -- -Oh -OHW OHW OHW 0 OHW OH OHIY -.. - ,.i, _ .-_-OHW OHW OHW -CT- W - r. ._- OFVW -_-_. - - - -- , __.TJ- , , -- f;. __-_ liar < L If _ a HWY BOY _._------ Cr2 =�O HW-- _. .. Jr CON \� z 25' SEWER EASEMENT RESERVED TO THE TOWN OF Ci u ,Wn ¢ YORKTOWN PER FILED MAP NO. 14070 MEET EXISTING CURB & SIDEWALK Z D SI 120+44.09 f+' w OFF:12.07'R z otf u,zzo N 5 Q Z awZEO w F N O W z M L UNDERHIL AVE STONE WA1_L (PUB(1C) UTILITY POLE TO BE RELOCATED (BY OTHERS) (SEE NOTE 1) ILE CA Co. INSTALL 5' CONIC SIDEWALK 2 SEE DETAIL ON - INSTALL CONIC CURB RAMP TYPE 10 w SHEET NO. DTL-02 ITEM 608.01051009 WITH DETECTABLE WARNING FIELD �+. H' INSTALL TOWN OF - SEE DETAIL SHEET NO. DTL-03 ¢ YORKTOWN CONIC. CURB - 5 w ITEM 609.04 Y F Z SEE DETAIL ON SHEET NO. DTL-02 )NAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAN )NLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. W Per NOTES: PC STAT 122+75.03 OFF: 12.001 - INSTALL CONC CURB RAMP TYPE 2 1-- OFF: 16.00'R \w ITEM 608.01050209 WITH �( F DETECTABLE WARNING FIELD j Q W ,y g Z SEE DETAIL SHEET NO. DTL-03 _ Z INSTALL CURB TRANSITION O Z ��� nn :DSEE DETAIL ON SHEET NO. DTL-01 STA:P 122+89.34 Q r ` i SEE DETAIL ON SHEET NO. DTL-01 OFF:25.42'R i V a Z OFF:26.30'R � v I m Q D O N I. UTILITY POLE RELOCATIONS SHOWN FOR INVENTORY PURPOSES ONLY. UTILITY RELOCATIONS SHALL BE COMPLETED BY THE ENTITY HAVING JURISDICTION THEREOVER. 2. PROPOSED SEWER CONNECTION IS NOT INCLUDED AS PART OF THIS CONTRACT AND SHALL BE COMPLETED BY SOUNDVIEW SITE CONTRACTOR. COORDINATION OF WORK WILL BE REQUIRED TO ENSURE SEWER INSTALLATION IS COORDINATED WITH PROPOSED DRAINAGE WORK ON THE SOUTH SIDE OF UNDERHILL AVENUE AND IS COMPLETED PRIOR TO FINAL PAVING OF UNDERHILL AVENUE. E - LPC STAT123+21.12 ' OFF: 16.00'R INSTALLS' CONIC N SIDEWALK SEE DETAIL ON SHEET NO. DTL-02 t f /, I �A INSTALL CURB TRANSITION--� i SEE DETAIL ON SHEET NO. DTL-01 STA:P123+07.44 OFF:26.30'R � v I m APPROVED Resolution Number 2-3 - l3 Date r 14 in 2.0 z 3 20 0 20 40 SCALE :1" = 20' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) Colliers Engineering & Design www.colIiersengineering.com Copyright O 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the information remained herein is authorised for use only by the parry for whom the services were contracted or to whom it is ratifiied. This drawing may no] be copied, reused, disclosed, distributed or felled upan for any other purpose without the express written consent of Colliers Engineering & Design. PROTECTYOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S / SURFACE ANYWHERE IN ANY STATE ed6d yry FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER Colliers Engineering & Design 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Phone: 914347.7500 COLLIERS ENGINEERING & DESIGN, ARCHfrECTURC LAN05CAPEARCHITEUJRE, SURVEYING q P.C. SCALE: I DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R,G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL06-CNST LAYOUT & CONSTRUCTION PLAN LP -01 NOTE: DO NOT SCALE DRAWINGS FOR CONS LROC I ION. N m M (J > N Wz V w z p w � H O N N 0 0 0 0 0 0 Z O z z > z > Z a a a a V w w > > > w > > m z d d wry m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER Colliers Engineering & Design 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Phone: 914347.7500 COLLIERS ENGINEERING & DESIGN, ARCHfrECTURC LAN05CAPEARCHITEUJRE, SURVEYING q P.C. SCALE: I DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R,G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL06-CNST LAYOUT & CONSTRUCTION PLAN LP -01 NOTE: DO NOT SCALE DRAWINGS FOR CONS LROC I ION. INSTALL CONIC CURB RAMP TYPE2 ITEM 608.01050209 WITH DETECTABLE WARNING FIELD //��cSEE DETAIL SHEET NO. DTL-03 yA` PC STA:'PI24+96.07// INSTALL CONG SIDEWALK CPOv 4' ITEM 608,0, 01 6" ITEM 304.11000008 ..GG� T 0 / PC STAP124+58.16 OFF:23.0�0'L CL INSTALL CONC CURB RAMP TYPE 2 r1E PV R40' / -2 ITEM 608.01050209 WITH DETECTABLE WARNING FIELD Z _ DO. SEE ETAIL SHEET NDTU03 - �+ W HWY ROY -.:. G i a o w�F 9C Ewes r SAWCUT ASPHALT PAVEMENT WI24+00 ITEM 627.50140008 Nc _ _ �� P SAWCUT ASPHALT PAVEMENT -- REM 627.50140006 _ nHW ++ Pl2 r OD - = 0 0 PC STA:PI2.28.1 TE OFF. 14'P _ _ w w � �SiCOF'o. . D_ ,- �- -ww y C, e� REMOVE EXISTING ISLAND CURBING & SIDEWALK ITEM 203.02 G1 CONCRETE SID /HACK v / UK STOFF., 12.35 OFF:16.00'R '7 830' INSTALL FULL DEPTH Q // ESEE DETAIL INSTALL TOWN OF Z Y O ON SHON SHEET NO. DTL-0I YORKTOWN CONIC. CURB go ITEM Z SEE DETAIL ON SHEET NO. DTL-02 l CCA UTILITY POLE TO BE RELOCATED O T Z a (BY OTHERS) SEE NOTE I T S O � m INSTALL 5' CONIC SIDEWALK INSTALL CONIC CURB RAMP TYPE 2 SEE DETAIL ON ITEM 608.01050209 WITH \ S SHEET NO. DTL-02 DETECTABLE WARNING FIELD 1 \ SEE DETAIL SHEET NO. DT -03/ •S� INSTALL CURB TRANSITION SEE DErAIL ON SHEET NO. DTL-01 / BOy STAPI24+35.36 \ ( OFF:62.64'R / cb I nl CONIC, CURB TYPE VF6 ITEM 609.0401 SEE DETAIL ON SHEET NO. DTL-01 ' "I2cyGkFsr y��v / 7 'i,R3SOBSFF O 4P,03 / / p 70➢ $ / O ➢4 � F Cb SAWCUT ASPHALT PAVEMENT "l p ITEM 627.50140008 _c / i o / MEET EXISTING CURB STA1`125+65.53 INSTALL TOWN OF CT OFF:6 V9T / / / YORKTOWN CONIC. CURB Qd�� ITEM TOW y / SEE DETAIL ON SHEET NO. DTL-02 MEET EXISTING CURB & SIDEWALK UTILITY POLE TO BE RELOCATED / (BY OTHERS) SEE NOTE I .O OFf:27.1P 27 07 21 / INSTALLS' CONIC SIDEWALK /INSTALL CONIC SEE DETAIL ON MEM 6080105040 WITH SC / p SHEET NO. DTL-02 DETECTABLE WARNING FIELD (,rl SEE DETAIL SHEET NO. DTL-03 �C INSTALLCONC CURB RAMP TYPE I ITEM 050209 WITH T<n Nlyp DETECTABLE WARNING FIELD /V CURB PC ST OFFI8.651 FIE- PCSTA:PI26+18.79 SEE j DETAIL SHEET NO. DTL-03 OFF:23.00'L � E.D. O c t PC�f+wTAP11125+86.49 E.D '31'9 SAWCUT ASPHALT PAVEMENT " m 126+00 ITEM 627.50140008 �C p125+00 --PC STA:PI25+g1.32j _ OFF:12.WR ^E - DHw _ - \ R45' 1. -Si0 VwA _ INSTALL CONIC CURB RAMP TYPE 10 / ITEM 60801051009 WITH DETECTABLE WARNING FIELD I \�i SEE DETAIL SHEET NO. DTL-03 S• UTILITY POLE TO m O y ,ON BE RELOCATED (BY OTHERS) Z < ? SEE NOTE Ir qO ZO� INSTALL CONIC. CURB TYPE VF6 N ITEM 609.0401 o N SEE DETAIL ON SHEET NO. DTL-01 90 INSTALL CONIC. SIDEWALK ^' 4" ITEM 608.0101 I 6" ITEM 304.11000008 INSTALL TOWN OF YORKTOWN CONIC. CURB INSTALL CONIC CURB RAMP TYPE 2 ITEM 609.04 ITEM 608.01050209 WITH SEE DETAIL ON SHEET NO, DTL-02 DETECTABLE WARNING FIELD SEE DETAIL SHEET NO. DT643 j INSTALL CONC CURB RAMP TYPE 2 - MEM 608.01050209 WITH DETECTABLE WARNING FIELD INSTALL CURB TRANSITION SEE DETAIL SHEET NO. DTL-03 SEE DETAIL ON SHEET NO. DTL.01 JO STNP124+96.05 OFF41.WR T'9� Ox, QS ss�srsogQ�To N AC/A'G N 7 �.i Z' REMOVE SIDEWALK + ITEM 203.02 0000 �-p127H CONCRETE CURB 1.54 -,)Hw ww MEET EXISTING CURB STA:P126+20.72 OFF:21.01'R 0 52 6 PARKING S I CES I I SIDE w, E127+85.53 rn� p 1a 834 A6360 C _ '0 4" CONDUIT AVG S NC TE SIDE Bp ALF roaw PARKING r� # WHITE LINE A O �q eC/9 , I' T o33 EgN � do nQ �Z CITES: UTILITY POLE RELOCATIONS SHOWN FOR INVENTORY PURPOSE ONLY. UTILITY RELOCATIONS SHALL BE COMPLETED BY THE ENTITY HAVING JURISDICTION THEREOVER. CC CONCRE APPROVED Resolution Numbers-[_ Date _y,, 1,1 1 1, X 20 0 2.0 40 SCALE :11' = 20' UReaf unit o! measure: US Survey Foot (1 R=1200/3937 m) Colliers Engineering & Design www.co I I i erse ngi n eeri ng.com PROTECIFYOURSELF ALL STATES REQUIRE NOTIFIG ON OF IXGVATORSDESIGNERS OR ANY PERSON 1 PREPARING TO QISNRR THE EARM5 88 SURFACEANMHEREINANYWATE 07. FOR STATE SPECIFIC DIRECT PHONE NUMBERS a 10 Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.V. C.O.A #:0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY ASSHOWN I 1M23 I MJ.A. I R.G.D. MR7NUMBER: DRAWING NPME: 20006297A R4PU36{NST HEETM LAYOUT & CONSTRUCTION PLAN UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER ISA VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW., 'Il LP -02 ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. WESTCHESTER C�1CI8 400 Columbus Avenue, �•.Wu Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 &Design ExcuNESNNGNRE5IGN. rtOWERS ax ECNPEwmsWEMMNEE1tiN4 suamwGCT. Pu. ASSHOWN I 1M23 I MJ.A. I R.G.D. MR7NUMBER: DRAWING NPME: 20006297A R4PU36{NST HEETM LAYOUT & CONSTRUCTION PLAN UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER ISA VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW., 'Il LP -02 ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. II UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. I N APPROVED Resolution Number 2-1, - I — _ Date --Tqli (-1 z o 2- 20 0 20 40 SCALE: 1" = 20' Linear unit of measure: US Survey Foot (1 ft= 1200/3937 m) Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Re5erved. This drawing and all the information contained herein is authorized for use only by the parry for whom the services were contracted or to wham it Is certified This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose U. PROTECTYOURSELF ALLSTATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON ( PREPARING TO DISTURB THE EARTH'S / SURFACEANYWHERE IN ANY STATE eY,Ye if1��11��M.r,. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CAL1811.COM 11re7rt �T.7, roA 11 Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N 400 Columbus Avenue, WII�C1'B Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 Be DesignC0LUERS ENGINEERWG&DEIGN, ARCHrrECNRE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. m O w Z �n U w Z Z Zf 0 OV � O � N N a U 0 i0 O O O Z O Z Z Z ¢ a o a V w w w m 3 LL w a N N a � N m rr 11re7rt �T.7, roA 11 Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK 'SCALE; I DATE: I DRAWN BY: I CHECKED BY: AS SHOWN 1 1/8/23. 1 M.J.A. I R.G.D. NAM PROJECT 20006297A IRP 06-CNST E. I LAYOUT & CONSTRUCTION PLAN LP -03 I a:7,\ 1f`itL-1Ye7:I WESTCHESTER 400 Columbus Avenue, WII�C1'B Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 Be DesignC0LUERS ENGINEERWG&DEIGN, ARCHrrECNRE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. 'SCALE; I DATE: I DRAWN BY: I CHECKED BY: AS SHOWN 1 1/8/23. 1 M.J.A. I R.G.D. NAM PROJECT 20006297A IRP 06-CNST E. I LAYOUT & CONSTRUCTION PLAN LP -03 I a:7,\ 1f`itL-1Ye7:I ti / i, liMi y C) HWY BOY INSTALL PAVEMENT KEY - / X SEE DETAIL ON SHEET NO.3 .._�e...��__�.�e.�..-_..-..�_��. ._....mime-am�m'1: ._.. — .+"� _+ -1 'l _✓"� .� _ . -� .c _ .-..._ - -. BACK HEAD: P119+12.55 PI +00 p +0 / AHEAD, P 119+12.55 a 0 0 -- - - - - - - - HWY BOY 00 UU N LL X: �ZZ172 _ U < Z TWEE mEN Lu0 WZ d OTo �im:M INAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAN )NLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. r� r� r OA WORK HWY BDY P124+(1a j IN HWY BDY I A 01 n w Jr LEGEND AREA OF FULL DEPTH PAVEMENT INSTALL AREA OF MILLING AND RESURFACING APPROVED Resolution Number 23 _- 1.3 Date J IAI4 11 20 2- 3 20 0 20 40 SCALE: i" = 20' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) Colliers Engineering & Design www.coIIiersengineering.com Copyright.© 2024, Colliers Engineering &Design All Rights Reserved, This drawing and all the Informadan contained herein is authorized for use only by the paroor whom the seN res were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S 15 MabSURFACE ANYWHERE IN ANY STATE itllr bill FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81LCOM WESTCHESTER DRAWN BY: 400 Columbus Avenue, WIIICTB 1uCr6 Suite 180E M.J.A. t� \ Engineering Phone: 914.347.7500 z 1 S ! C ARCHRECII LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Z �y ,• / mZ Z F- l 7 H N ci ry N Z a!�Z I L ... m LEGEND AREA OF FULL DEPTH PAVEMENT INSTALL AREA OF MILLING AND RESURFACING APPROVED Resolution Number 23 _- 1.3 Date J IAI4 11 20 2- 3 20 0 20 40 SCALE: i" = 20' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) Colliers Engineering & Design www.coIIiersengineering.com Copyright.© 2024, Colliers Engineering &Design All Rights Reserved, This drawing and all the Informadan contained herein is authorized for use only by the paroor whom the seN res were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S 15 MabSURFACE ANYWHERE IN ANY STATE itllr bill FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81LCOM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER DRAWN BY: 400 Columbus Avenue, WIIICTB 1uCr6 Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 Bc DesignCounties ENGINEERING & DESIGN, C ARCHRECII LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. m m D > Z v v w Z � N Z g � i OU N w i f U Cvr p V � O O O ❑❑❑ Z o Z Z Z a a a a V ❑ � z Iw/1 s ywj c m Z w Q e a m N m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE:DATE: WESTCHESTER DRAWN BY: 400 Columbus Avenue, WIIICTB 1uCr6 Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 Bc DesignCounties ENGINEERING & DESIGN, ARCHRECII LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. SCALE:DATE: DRAWN BY: CHECKED BV: ASSHOWN 1/823 M.J.A. PROJECT NUM BER: DRAWING NAME: 20006297A R-PL07-PAVE NOTE: DO NOT SCALE PAVING PLAN PP -01 � NFSTq. 1?S '- l oBSkFSyFFT N i Ct pp 0? CD a CL Id z W LU H Lu - w 00 L'V d- M N .� 0- LnLn LU z= J w U I— LEGEND UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. AREA OF FULL DEPTH PAVEMENT INSTALL AREA OF MILLING AND RESURFACING w « •y / !t I BACK: P127+83.45 AHEAD: E127+85.53 INSTALL PAVEMENT KEY SEE DETAIL ON SHEET NO. 3 "PROWD Resolution Number 23 13 SCALE: i" = 20' Llnear unit of measure: US Survey Foot (1 Ed= 1200/3937 m) .u1LI:' Colliers Engineering & Design www.colliersengineering.com Copyright © 2024 Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom II Is conned, The drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express writlen consent of Colliers Engineering & Design, PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S ju. SURFACE ANYWHERE IN ANY STATE iY Wlw�y FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER COIIICrS 400 Columbus Avenue, W Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ry ARCHITECTURE, LANDSCAPE ARCHITECTURE. SURVEYING Q, P.C. m m 0 H z z u 0 w 8 O U ry N \ U Q ,ll O O O > r r z z z z p a cc rr F w w w a a a a V w w N N W � > � W a >m Q K 0 LU N N N Q M N d �il ry m rr Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE; DATE: DRAWN BY; CHECKED BY: ASSHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20( 1 R-PL07-PAVE PAVING PLAN PP -02 WESTCHESTER COIIICrS 400 Columbus Avenue, W Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE. SURVEYING Q, P.C. SCALE; DATE: DRAWN BY; CHECKED BY: ASSHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20( 1 R-PL07-PAVE PAVING PLAN PP -02 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORKAND OPINION. LEGEND F AREA OF FULL DEPTH PAVEMENT INSTALL AREA OF MILLING AND RESURFACING 0 APPROVED Resolution Number 23., 1,3 -- Date �u I y 11,_ 20 0 20 40 SCALE: 11' = 20' Linear unit of measure: US Survey Foot (1 ft =1200/3937 m) Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering &Design All Rights Reserved. This drawing and all The information contained herein is authorized for use only by the parry for whom the services were confacmd or to wham it Is terrified. This drawing may nor he copied, reused disclosed, distributed or relied upon for any other purpose without he express written consent of ColhersEngineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S lu SURFACE ANYWHERE IN ANY STATE M��jn,% FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N 400 Columbus Avenue, W Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING&DESIGN, ARCHITECTURE LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. T M N- > V V W Z 2 0 � N N 0 O O O Z 2 2 2 0 K C 5 a a a a a, all z Y m a 3 0 H N LNN W N AI fY Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK 'SCALE: 1 DATE: I DRAWN BY: I CHECKED BY; ' AS SHOWN 1 1/8/23 1 M.J.A. 1 R.G.D. CTNUMBER: DRAWING NAM I PROJ 20006297A I R -P 07 -PAVE E. I PAVING PLAN PP -03 WESTCHESTER 400 Columbus Avenue, W Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING&DESIGN, ARCHITECTURE LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. 'SCALE: 1 DATE: I DRAWN BY: I CHECKED BY; ' AS SHOWN 1 1/8/23 1 M.J.A. 1 R.G.D. CTNUMBER: DRAWING NAM I PROJ 20006297A I R -P 07 -PAVE E. I PAVING PLAN PP -03 ty INV. 18 STEEL f HWY BOY BACK: W119+12.59�� / AHEAD: PI 19+12.55 / NOTES: I. CONTRACTOR SHALL EXPOSE AND INSPECT STRUCTURE PRIOR TO WORK TO DETERMINE INVERTS OF EXISTING STRUCTURE, STRUCTURE SHALL BE CONNECTED TO EXISTING PIPES AT EXISTING INVERTS. REMOVE EXISTING BASIN UNDER ITEM 206.0201 'H' INLET S -I INSTALL NEW CB TYPE H ITEM 604.300873, 655.0706 GR: 489.01 Ni 485.04 (P-5) INV.(OUT): 486.93 (P-3) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. 101 E APPROVED Resolution Number- 13 Date '7R, 14 1 '1 2-102-3 20 0 20 40 SCALE: 1" = 20' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) Colliers Engineering & Design www.colIiersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the parry for whom the se ares were contracted or to whom it is terrified. This drawing may not he copied reused, disclosed, distributed or relied upon for any other purpose without he express written consent or Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S Ju- SURFACE ANYWHERE IN ANY STATE ir/ i bdm CM1rtwii"IR FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N COIIICffi 400 Columbus Avenue, Ll Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ARCH PECTURE, IAN ESCAPE ARCHITECTURE, SURVEYING R, P.C. P M O wZ Z Z V w Z 0 Z � N N 0 �U ry C V � 0 O O 0 0 0 Z52 Z Z Z O r a F a w a w a w rz w w w w � w w r m Z 0 F N N N Q m ry v w ry m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE: WESTCHESTER COIIICffi 400 Columbus Avenue, Ll Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING&DESIGN, ARCH PECTURE, IAN ESCAPE ARCHITECTURE, SURVEYING R, P.C. SCALE: DATE; DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 I M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL08-GRAD TITLE: GRADING & DRAINAGE PLAN GD -01 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. eeeeeene /�FST 3508 N 1r vI �* / ` 1/` • If °^ / ,, $, `iA %A / O h/j//I ST f � 11 �l/C � \ / a // / / / q. /z� •'. x ���// // / 1� It 11 eFc/n,RGHTT Y OSO T /V.,!� ,�O TSA ,o >.: °4��s•o � ``��'�,/�,�, � li �' /,o� � � i /I/ /aaJAG' / MH / /YrI Jw / �� �ij /is f�l / e INV 12" CPP(S 49.72 / CATCH BASIN Aj j`S4 . o. ••e E // / // ?;/ / / / l l / �� l /_' / GRA TE.- 453.89 8 1 j2���, // // 1 / /l INV. J2" CPP(NW)=449.49 S AjE�1= INI/�152"CPP(N)450.09 " CPP(NE)=450.00 gj6 T� • 9�:/��� // / J // / { CATCH BASIN / Mr. 15" CPP(S)=449.73 • �jSO • d d' . `. • J( �� / // „`Q / i n / l ; / / { m� / GRA 7E., 454.58 CATCH BASIN ��A4 S/ / INV. 12" CPP(NE)=452.68 454.21 o.. d • m j' � CPP451.13 IZ.' 451 13 INV. 12" CP ./ MH DRAINAGE ` / (SWJ= o , "'S / / / RIMV : 455.95 IN15" CPP(N)=450.05 ' < d d INV 12" PVC(NE)=45205 INV 5" PVC(£)=450.21 INV. 12" PVC NW -452.11 ( )- CA Rp BASIN * j WV 1 GRA : 453.66 % / '' l l j I/ � O� I � v l 12" Pvc()=449.24 a // NRG 69V p 1 l j� A 0) / v INV. 12" PVC(N )=449.26 _ _ _ • ' � /% J T R'V !rig l l { j O�.T / � \ MH SANITARY /{ / RIM: 456.12 IN 8" PL(NW)=448.87 f -G pINN=12 " PL(SE)=448.82 1 •�"'- , ...3�WY.9P• N CATCH SIN o 4 I, s .. • d STOP GRA TE.- 4 71.6 7 INV, 18 RCP(SE)=469.22 l 9 ti� ^ J 4 w BACK: P127+83.c �� � \ , • _ f AHEAD: E 127+85.53 M �- REMOVE EXISTING BASIN! /� 't �* WN .D. 6' \ \\ \ •� UNDER ITEM 206.0201 KN_ y , .+ N f 'R' INLET S-3 rL ALVE \ l ILL O J INSTALL NEW CB TYPE R 1 \ / T , y a { ,a I F = - _-.+ - - - - - �� s \ A + ITEM 604.301873, 655.0706 I V GR: 472.00 - `• 12 A VE �- f INV.(OUT) 469.22 (P-6) ' - -- 9- "M ""..W"'' % / ti '°' rn I r fr. -� Z+00 HWY ROY LU I _ CHW Lu n OHW LU - CONVERT CB TO MH `• \ { or+w w ._ _ Y N - % ITEM 604.070801 1 a ^ 6 y/ / RIM: 473.16 ' �'' PIZ-'F00 ONSi-��OH {' .� - E O .... -r �1 W j o 0 + P12 0 _ o AOH�_�__OHw- Si 1 a'E. }�, ''` -' E.D o 0�// p�mo _ _ .� ._ N - i �OHW S�FS AFD G9G 91' E CAT�SIN - MH SANITARY 0 0 T o s ! i RATE' 460.90 m v RIM: 455.97 - r �,_• q��j c"S T] J ,.�.� Z-' M3 -ID �'� �jq� / i INV. 12" PVC(SE)=458.09 0 ➢ INV. 10" CLAY(NE)=447.76 0 z z Q h; c 4 rn , �. S�G'� {' j - rA tP m m'o I, Z on - ---r_. v i 9! /f .✓f m " V goy INVV. 10" CLAY(SW)=447.85 V) - _ t3 " / /JJ% e mZy �j ZZm.�! CJF 12 p PL(NW)=448.56 m Z a 6 /' / / % / r D 5 f %Z, Z_ �F 3 m '-i P P m �O N m y T -t + J w J / / / lZ . '� 9�L,,,�- C Z J cc �4C _ .�Dm U L A7CH B SIN / I / f �� Z I -R Z "\ GRATE' 472.68 %'.t /{/ j {/ p N m m m m z INV. 18" PL(SE)=468.59 m Z �1,% i ,,.z n n I{ A m a INV. 18" RCP(NW)=468.58 . Z ° ° / // / { O J INV. 24" RCP(W)=468.58 Z O j / { �• m A / a Z �` � �C �{ / ` REMOVE EXISTING CATCH BASIN CATCH BASIN o ; z w ' rr f { / CATCH BAST - UNDER ITEM 206.0201 / GRA 472.37 � r" / { GRATE. 453.7 /� n � a % { 'R' INLET S-4 INV 24" RCP(SW)=468.72 n z I I INV 12" PVC(NW)=451.1 INSTALL NEW CB TYPE R ✓ INV. 24" RCP(SE)=468.06 j / { /�/ J { ITEM 604.301873, 655.0706 INV. 18" PL(NW)=468.28 I f /{ { GR: 460.98 { INV: 457.13 001 INSTALL OFFSET B UNDER ITEM 604.50190308 a / / �a { STA. / �'9�.-!V�z+0 SEE DETAIL NO. XX ON SHEET NO. DTL-XX 1 { l /� l MFFT°xo�/8 / /� 0,�. S�f� RIM: 473.64 l PR T pP ST//y J- + GRATE: 473.14 {/ l OIFC'T M/<(/GP'91� S6' 5r& / INV. (1 468.06 fl / / r FNOsN�B FSL�7.SF /is 0, 11 �0 INV. (SW): 468.72 (CONNECT TO EXISTING PIPE) / S { RF CTjO A J INV. (SE): 468.06 (CONNECT TO EXISTING PIPE) / /� / L / I / / qC/NG N 7 / \ �Ov (l // JJ�/ J/{ / MH SANITARY da RIM: 466.36 INV. 10" CLAY(SW)4456.62 �Q`�� AUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LF ILY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. 'OH OHW _- fs( MH SANITARY RIM: 451.06 INV 8" RCP(iII INV 10" CLAY(SW) APPROVED Resolution Number 23 _ 13 Date -J-u 11 1 -1 La 13 20 0 20 40 SCALE: 1" = 20' Linear unit of measure: US Survey Foot(t ft= 1200/3937 m) Colliers Engineering & Design www.colliersengineering.com Copyright© 2024. Colliers Engineering B Design All Rights Reserved. This drawing and all the information c rmained herein Is authorized for use only bythe party for whom the services were contracted or to whom it is renitied, This drawing may nor be copied, reused, disclosed, distributed or relied upon for any other purpose without the express wri o n consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE C'alMwerN FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 1148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER w_e 400 Columbus Avenue, WW Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN , ARCHITECTURE, LANDSCAPE ARCHITE(TURE, SURVEYING CT, RC. SCALE: DATE: DRAWN BY: CHECKED BY: ASSHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 200062 1 R-PL08-GRAD SHEETTITLE: GRADING & DRAINAGE PLAN R GD -02 NOTE DO NOT SCALE DRAWINGS FOR CONSTRUCTION, N m m ❑ z GJ w w f w °u O 0 C 00 0 0 0 ❑ ❑ o Z Z Z Z d 2 d CC O 0 ❑ M w w w w o M 3 0 Q m e v w ry m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 1148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER w_e 400 Columbus Avenue, WW Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN , ARCHITECTURE, LANDSCAPE ARCHITE(TURE, SURVEYING CT, RC. SCALE: DATE: DRAWN BY: CHECKED BY: ASSHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 200062 1 R-PL08-GRAD SHEETTITLE: GRADING & DRAINAGE PLAN R GD -02 NOTE DO NOT SCALE DRAWINGS FOR CONSTRUCTION, `­1/ha1L // /// // // / O / / r / DMH -10 w RIM 468.47 INV. IN 464.76 24" HDPE / INV. OUT 463.68 24" HDPE / `\ / DO QS Y v` If / LIN i If p e ! MgTcy`/ ,` <�/��ST^. P 1847 23 (NEW) l 3S 08sF FSyFFTN� 1, / UP 23 (OLD) Q0`03 I / LIGHT STONE FILL / ITEM 620.03 , e ES -2 / INSTALL 27" CONCRETE END SECTION ITEM 603.7306 / TO OUTLET INTO EXISTING SWALE INV. 463.96 /INSTALL 24" HDPE ITEM 603.9824 C/01 MiT FkisT PROJ'�CT Me<l GPA FNOy�GB RF FLATS SURF,yccT/�N NG !ille � f UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEALARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORKAND OPINION. 001 APPROVED Resolution Number 3 13 Date =-r., ITS �-oZ3 20 0 20 40 SCALE: i" = 20' Linear unit of measure: US Survey Foot(1 ft= 1200/3937 m) Colliers Engineering & Design www.colliersengineering.com Copyright 9) 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contacted or to whom it is terrified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF n EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE adww>frly FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811,COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER 400 Columbus Avenue, WWau Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING & DESIGN , N ARCHITECNRE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. m m 0 w N >_ ti vi J w 0 Z U O � N a � � N O C C 0 O O 0 D 0 Z Z Z Z O ¢ a rr d n a a N > w > m Z ¢ d u Q o: O N a a a W N M K Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE: I DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME', 20006297A R-PL08-GRAD LAYOUT & CONSTRUCTION PLAN GD -03 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. WESTCHESTER 400 Columbus Avenue, WWau Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING & DESIGN , ARCHITECNRE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. SCALE: I DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME', 20006297A R-PL08-GRAD LAYOUT & CONSTRUCTION PLAN GD -03 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. s I : f0 01I------OHN `— INSTALL ITEM 645.5102, 645.81 r � WI 1-2 (30"x30") AHEAD W16 -9P (24"x 12") BACK: W119+12.55_ AHEAD: PI 19+12.55 --OHW OHW OHW -- — INSTALL — ITEM 645.5102, 645.81 (BACK-TO-BACK) 4k W1 1-2 (30"x30") UNDER//H�,��pI,Lv ,�L AVE rvwn) - W16 -7P (24"x 12") HWY BOY SINGLE WHITE LINE DYCL SINGLE WHITE LINE OHW OHW UNDERHILL BDY -- - --- — 11'-4"1 SYHL (TYP.) _ o__ ZOZ h- Z 25' SEWER EASEMENT RESERVED TO THE TOWN OF w YORKTOWN PER FILED MAP NO. 14070 �• LL Zw0 Z h w w F w > INSTALL Qa ITEM 645.5102, 645.81 N ZOZ SWL - SOLID WHITE LINE 4" + oN€ W �• LL Zw0 H h w w F CWL - SOLID WHITE CROSS WALK LINE 12" R10-7 (24"x30") STRIPING NOTES: I. ALL SIGNS SHALL BE MOUNTED IN ACCORDANCE WITH THE MUTCD. 2. TRAFFIC SIGN SUPPORTS SHALL BE TYPE "A" AND FROM THE STATE APPROVED LIST. 3. THE REMOVAL OF EXISTING PAVEMENT MARKINGS WILL BE UNDER THE FOLLOWING ITEMS: 635.0103 - CLEANING AND PREPARATION OF PAVEMENT SURFACE LINES (LF) 635.0203 - CLEANING AND PREPARATION OF PAVEMENT SURFACE LETTERS (EA) 635.0303 - CLEANING AND PREPARATION OF PAVEMENT SURFACE SYMBOLS (EA) 4. ALL NEW PAVEMENT MARKINGS SHALL BE THE FOLLOWING ITEMS: 685.1102 - WHITE EPDXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS. 685.1202 - YELLOW EPDXY REFECTORIZED PAVEMENT STRIPES, 20 MILS. S. ALL STOP LINES, LEGENDS AND SYMBOLS SHALL BE THE FOLLOWING ITEMS: 685.3104 - WHITE EPDXY REFLECTORIZED PAVEMENT SPECIAL STRIPES - 20 MIL PORTABLE/HAND APPLICATION (LF) 685.3304 - WHITE EPDXY REFLECTORIZED PAVEMENT LETTERS - 20 MIL PORTABLE/HAND APPLICATION (EA) 685.3404 - WHITE EPDXY REFLECTORIZED PAVEMENT SYMBOLS - 20 MIL PORTABLE/HAND APPLICATION (EA) 6. THE CONTRACTOR SHALL BE AWARE OF THE FACT THAT IN ADDITION TO SIGN WORK SHOWN ON THESE PLANS THERE MAY EXIST SIGNS WITHIN THE RIGHT-OF-WAY THAT NEED TO BE RELOCATED OR REMOVED THAT ARE NOT SHOWN ON THESE PLANS. SUCH RELOCATION/REMOVAL SHALL BE COMPLETED A.O.B.E. 7. SEE STRIPING DETAILS ON SHEET NO. DTL-01 STRIPING LEGEND REMOVE SIGN ITEM 647.51 IgNO q sc9pF l NpscgAF CWL INSTALL ITEM 645.5102, 645.81 (BACK-TO-BACK) W121+00 P1M2+00 101 INSTALL — ITEM 645.5102, 645.81 r • WI 1-2 (30"x30") !1 T. m i v 2f� (wuc) ITEM 645.5102 645 UNDERHILL AVE -�� STALL .81 r Ln WI 1-2 (30"x30") W 16.7") F5 I (24"x 12") DYCL - DOUBLE YELLOW CENTER LINE 4" SWL - SOLID WHITE LINE 4" SWSL - SOLID WHITE STOP LINE 24" SYHL - SOLID YELLOW HATCH LINE 24" DWEL 3 CWL - SOLID WHITE CROSS WALK LINE 12" AHEADx 24N12" ( 1 J ARCHITECTURE, LANDSCAPEARCHITECTURE, D �( SURVEYING CT, P.C. HWY BDY HWY BOY m ,moi __.._._ ..._ ...._. - _•—^—_. r r-? t/f —'— - + Ar O — -- - ----(TYP.) — YCL DYCL ,n O 14 w L � ....,.... __ ".- _ - .. _ I f _ _ —P12 DWEL f I2 0 _ _ N SYHL +00 � S�� - N `_ .004 N N 2 4 r x MF SWIL Z � T. m i v 2f� (wuc) ITEM 645.5102 645 UNDERHILL AVE -�� STALL .81 r Ln WI 1-2 (30"x30") W 16.7") F5 I (24"x 12") DYCL - DOUBLE YELLOW CENTER LINE 4" SWL - SOLID WHITE LINE 4" SWSL - SOLID WHITE STOP LINE 24" SYHL - SOLID YELLOW HATCH LINE 24" DWEL - DOTTED WHITE EXTENSION LINE 4" CWL - SOLID WHITE CROSS WALK LINE 12" WHITE SYMBOL ONLY -WHITE LETTERS JNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LA" )NLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORKAND OPINION. -O i z I STOP SIGN TO O F \ Q DO NOT 1 ttt777�---BE RELOCATED N w 3 Z 3 BLOCK ' ' ITEM 647.31 STREET SIGN TO a Z— g Z Q BE RELOCATED F¢- I ITEM 647.31 r,zZ M INTERSECTION rQ E FL a V NYS ROUTE 118 Z Z RIO -7 SIGN TO BE 00 d o G (24"1 ' wm wm RELOCATED v~iv~i\ ITEM 647.31 1 I APPROVED Resolution Number 2.3 - 13 Date_ 17_ , L L3 20 0 20 40 SCALE: 11' = 20' Linear unit of measure: US Survey Foot 11 ft = 1200/3937 m) Colliers Engineering & Design www.coIIiersengineering.com Copyright © 2024, Colliers Engineering & Design All Rights Reserved, This drawing and all the Information continued herein Is authorised for use only by the party for whom the services were contracted or to whom it is certified, This drawing may nor be copied, reused disclosed, distributed or relied upon 'or any other purpose without the express wchel consent of Colliers Engineel'mg8 Design. U. PROTECT YOU RSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON I PREPARING TO DISTURB THE EARTH'S U/ SURFACE ANYWHERE IN ANY STATE N bdm Iy1�r.]r.4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N Colliers 400 Columbus Avenue, AS SHOWN Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design OLLIERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPEARCHITECTURE, SURVEYING CT, P.C. m O ,n w Z � U Z Z � 0 OU N O 0 N o C u v in O O O 0 0 0 z O z rr z rr z rr F a w d a ii C) w > O > D > r ISO z , o W H C) IN N a N aif N w N m m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE: WESTCHESTER Colliers 400 Columbus Avenue, AS SHOWN Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design OLLIERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPEARCHITECTURE, SURVEYING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8123 I M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PL09-TSSP SIGNING & STRIPING PLAN SHEET NUMBER: SP -01 Zi Inn NAT SCAt E nRAWINGS FAR M,q Tcyt/N i -?S08 FFTM I: O r ? /,5 �� Sp 03 51,�r r r`L S/• v 4 d , ' b W o. 9 •_ se V .a o .a /Y7, �Z� p p testi 9+ O! 10 ITEM 645.5102, 645.61 (2) (4x T) SOUTH NORTH (4x2") i ro ' �m0 NYM3-2 lUP fZ/ i 000 24 184 2/ (24"x24") 118 118 (24"x24") yv, / "MAYOR CLAYTON HIGHWACARPENTER % 1 "x I P 1 N I P ,a i/ MEMORIAL HIGHWAY" (21"xl ") (21"xl ) / w v SIGN TO BE RELOCATED / ITEM 647.31 S> CWL ° 07 c6 V O P 9 CWL - — --- F +00 OHW _ - _- —t _��OHW 0 CWL M3 -IP NORTH SOUTH M3 -3P (24"x 12" � (24"xl2" O 100or 'A NYM3-2 NYM3-2 J (24"x24') 118 1 18 (24"x24'!);/ M6 -IP 6 -IP (21 "x 15") (21"x15") I OHW I I Nw�e pY ---------------- --------------- m Got tm 2 4 _ DWEL O P12 +00 SYHL— (TYP.) 0 OHW 0 rPm� NJV gOV ��0, r mp�-i •z -,,<N a Zp't �N� aZ5 nn V) m I m A I I Z HWY BDY—• m W LU 0 LU w LU N DYCL F vi 00 00 N P 0 M SW _ N a � OHW �— Z a � U Q N w Z- 0u N C) p D Z r v a in pZN C� 00 �n INSTALL m ITEM 645.5102, 645.81 (2) n m /Y7, �Z� p p testi 9+ O! 10 ITEM 645.5102, 645.61 (2) (4x T) SOUTH NORTH (4x2") i ro ' �m0 NYM3-2 lUP fZ/ i 000 24 184 2/ (24"x24") 118 118 (24"x24") yv, / "MAYOR CLAYTON HIGHWACARPENTER % 1 "x I P 1 N I P ,a i/ MEMORIAL HIGHWAY" (21"xl ") (21"xl ) / w v SIGN TO BE RELOCATED / ITEM 647.31 S> CWL ° 07 c6 V O P 9 CWL - — --- F +00 OHW _ - _- —t _��OHW 0 CWL M3 -IP NORTH SOUTH M3 -3P (24"x 12" � (24"xl2" O 100or 'A NYM3-2 NYM3-2 J (24"x24') 118 1 18 (24"x24'!);/ M6 -IP 6 -IP (21 "x 15") (21"x15") I OHW I I Nw�e pY ---------------- --------------- m Got tm 2 4 _ DWEL O P12 +00 SYHL— (TYP.) 0 OHW 0 T O 41A1121 STS/8 / < ��OiS� PRoIF�T M144 G FiVOSNG � FiyFn,T 1�• . Q ' I—J. �FSURFgcN>oN �06��� �!v JAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LA' NILY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. �jLrr STOP _BACK: P127+83.45 AHEAD: E127+85.53 028+00 A VE 1.3 11 m A3mZ O�^�3 m3'^i➢ oZ�,= �mr vmi m T "t �n GZ) o Z U1 N 'A Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Reserved, This drawing and all the information contained herein is authorized for use only by the parry for whom the seivices were contracted or to whom it Is cenlfled. This drawing may nor be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design, PROTECT YOURSELF ALL 5TATE5 REQUIRE NOTIFICATION OF n EXCAVATORS, DESIGNERS, ORANV PERSON 1 PREPARING TO DISTURB THE EARTH'S SO PEACE ANYW HERE IN ANY STATE G1trRl FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM rPm� NJV gOV ��0, r mp�-i •z -,,<N `z09 Zp't �N� aZ5 nn Az' m I m A I I T O 41A1121 STS/8 / < ��OiS� PRoIF�T M144 G FiVOSNG � FiyFn,T 1�• . Q ' I—J. �FSURFgcN>oN �06��� �!v JAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LA' NILY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. �jLrr STOP _BACK: P127+83.45 AHEAD: E127+85.53 028+00 A VE 1.3 11 m A3mZ O�^�3 m3'^i➢ oZ�,= �mr vmi m T "t �n GZ) o Z U1 N 'A Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Reserved, This drawing and all the information contained herein is authorized for use only by the parry for whom the seivices were contracted or to whom it Is cenlfled. This drawing may nor be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design, PROTECT YOURSELF ALL 5TATE5 REQUIRE NOTIFICATION OF n EXCAVATORS, DESIGNERS, ORANV PERSON 1 PREPARING TO DISTURB THE EARTH'S SO PEACE ANYW HERE IN ANY STATE G1trRl FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM OHW— Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 APPROVED Resolution Number -3_-13 Date J u I I''LJ 2-.01 2� 20 0 20 40 SCALE: 1" = 20' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER W1�•CYS 400 Columbus Avenue, W.lulll Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. KALE: DATE: DRAWN BY: CHECKED BY: ASSHOWN 1/8/23 M.J.A. R.G.D. 'ROJECT NUMBER: DRAWING NAME: 20006297A R-PL09-TSSP SIGNING & STRIPING PLAN NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. N rn m 0 w F vi w � Z a � N 0 N 0u N N a in 0 M O Y } Y Z Z Z Z O IJ o 0 0 w w N > u, un W w w w Go Go Z a g d Q g oc o v a w ~ rn m N QQ d 'v in CCCC N m OHW— Philipjohn Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 APPROVED Resolution Number -3_-13 Date J u I I''LJ 2-.01 2� 20 0 20 40 SCALE: 1" = 20' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER W1�•CYS 400 Columbus Avenue, W.lulll Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. KALE: DATE: DRAWN BY: CHECKED BY: ASSHOWN 1/8/23 M.J.A. R.G.D. 'ROJECT NUMBER: DRAWING NAME: 20006297A R-PL09-TSSP SIGNING & STRIPING PLAN NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER ISA VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. N APPROVED 1.3Resolution Number 2—, Date 20 0 20 40 SCALE: it' = 20' Linear unit of measure: US Survey Foot 11 ft = 1200/3937 m) Colliers Engineering & Design www.coIIiersengineering.com Copyright O 2024, Colliers Engineering & Design All Rights Reserved This drawing and all the information contained herein is authorized for useonly by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written ronsem of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY I NEW YORK 1 rel fflill III IIr.1d N 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING& DESIGN, CP ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING Cr, P.C. m ❑ > I^ u g w aw, g i N P � w � C N o � � u & xn 0 o O ❑ D ❑ 2 52 Z Z Z Z O = W = a a a a N > N W % Cl K C K CID a 3 0 a0 N .- a � N c Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY I NEW YORK 1 rel fflill III IIr.1d 'SCALE: 1 DATE; 1 DRAWN BY: 1 CHECKED BY: ASSHOWN 1 1/8/23 1 M.J.A. 1 R.G.D. PROJECT NUMBER: DRAWING NAME: 200062 1 R-PL09-TSSP SIGNING & STRIPING PLAN SP -03 III: 7,17A I J Cel WESTCHESTER 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING& DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING Cr, P.C. 'SCALE: 1 DATE; 1 DRAWN BY: 1 CHECKED BY: ASSHOWN 1 1/8/23 1 M.J.A. 1 R.G.D. PROJECT NUMBER: DRAWING NAME: 200062 1 R-PL09-TSSP SIGNING & STRIPING PLAN SP -03 III: 7,17A I J Cel SIGN TEXT LEGEND NO. SIGN TEXT M.U.T.C.D. NO. ITEM L, O *1 ONLY R3 - 5L 680.8207 Q r ONLY R3 - 5R 680.8207 K, N 360 DEGREE VIDEO DETECTION CAMERA 18 ■ R3 - 511 680.8207 M, P R3 - 511 680.8207 Q � 1 LEGEND ei PROPOSED SIGNAL HEAD III POTENTIAL FUTURE SIGNAL HEAD '--I PROPOSED OVERHEAD SIGN *—I POTENTIAL FUTURE OVERHEAD SIGN B SIGNAL CONTROLLER CABINET Q 18" X 26" PULLBOX —O 360 DEGREE VIDEO DETECTION CAMERA ® 6'x 40' DETECTION ZONE ■ 6'x 6' DETECTION ZONE COUNT NOTE: 1. FOR PAVEMENT MARKINGS SEE SHEET NO. SP -02. 2. INSTALL 1" RISER ASSEMBLY (ITEM 680.700603), METER PAN (680.9402) AND GENERATOR TRANSFER SWITCH (ITEM 680.9499) ON POLE S-5 IN ACCORDANCE WITH NYSDOT STANDARD 3 SHEET 680-05. x t� t 011 \' 03 67 II1 IF 2 O Q � 1 ` 3 il 1 4 (C-14) ABANDON EXISTING CONDUIT i / / ACCESSIBLE PEDESTRIAN SIGNAL W/O POST ,°° / PEDESTRIAN SIGNAL PB -7 INDICATIONS � / I / / 58 // I / 10 / / I (C--19) ABANDON / / 0 56 EXISTING CONDUIT \ in \\ / / / 55 /4/ O /) ACCESSIBLE PEDESTRIAN SIGNAL W/O POST, roN i PEDESTRIAN SIGNAL INDICATIONS pAti ' / \\ /Efl (C-13) CONDUIT, METAL STEEL, ZINC COATED, 3" i, ��� SIGNAL CABLE, OS CONDUCTORS, 14 AWG °° 5 \ ��. ;j.. P-6 ° +1 INDICATIONS 10 s°eo�o 4 f F J �. bO o \ (C-20) CONDUIT, METAL STEEL, ZINC COATED, 3" �\ (4) SIGNAL CABLE, 05 CONDUCTORS, 14 AWG (C-21) ABANDON EXISTING CONDUIT / 0 ° I/P -1PB-I I L, �4� 000 0 �� / / POWER SOURCE UTILITY POLE' /// j � B ,A P-9 (C-22) CONDUIT, METAL STEEL, ZINC COATED, 3 " ,1 SIGNAL CABLE, OS CONDUCTORS, 14 AWG .01 } X.00 /— -- \ / 360 DEGREE VIDEO A r / ACCESSIBLE PEDESTRIAN SIGNAL W/O POST, (C-12) ABANDON EXISTING CONDUIT / DETECTION CAMERA PEDESTRIAN SIGNAL INDICATIONS S-3 'ItAlit PB -6 4 , PB -5 ���� y 0� / CABINET LOCATION av ti (C -I 1) CONDUIT, METAL STEEL, ZINC COATED, 4 S-2 \ / d `a'wyy/ (2) SIGNAL CABLE, 05 CONDUCTORS, 14 AWG f_. N _ 9 _79W - SIGNAL CABLE, 10 CONDUCTORS, 14 AWG / a x9 / ObN! 10 / 360 DEGREE VIDEO �1 1 d DETECTION CAMERA 4 '° (C-10) ABANDON EXISTING CONDUIT — (C-9) CONDUIT, METAL STEEL, ZINC COATED, 3" (3) SIGNAL CABLE, 05 CONDUCTORS, 14 AWG SIGNAL CABLE, 10 CONDUCTORS, 14 AWG ACCESSIBLE PEDESTRIAN SIGNAL W/O POST, PEDESTRIAN SIGNAL INDICATIONS (C-8) CONDUIT, METAL STEEL, ZINC COATED, 3" SIGNAL CABLE, 05 CONDUCTORS, 14 AWG (C-7) CONDUIT, METAL STEEL, ZINC COATED, 3" �[ri (4) SIGNAL CABLE, 05 CONDUCTORS, 14 AWG SIGNAL CABLE, 10 CONDUCTORS, 14 AWG I, V /. ,h 0010 ' J r` PB -4 / a d / d a p k� 9 /Z / � G H o / 1 i /j xs o \\ / Oa4 / (C-6) ABANDON Oi EXISTING CONDUIT P-4 ��zz ACCESSIBLE PEDESTRIAN SIGNAL W/O POST, PEDESTRIAN SIGNAL INDICATIONS_ $ QUO / / s2 // i ACCESSIBLE PEDESTRIAN SIGNAL W/O POST, PEDESTRIAN SIGNAL .INDICATIONS 2 & 3 i4 d� (C-23) ABANDON EXISTING CONDUIT „ K (C-24) CONDUIT, METAL STEEL, ZINC COATED, 3" 7 / (5) SIGNAL CABLE, 05 CONDUCTORS, 14 AWG d OVERHEAD SERVICE CABLE / a / (C-25) CONDUIT, METAL STEEL, ZINC COATED, 4" 4 (13) SIGNAL CABLE, 05 CONDUCTORS, 14 AWG S-5 f (2) SIGNAL CABLE, 10 CONDUCTORS, 14 AWG PB -12 Fd I" RISER, METER PAN, TRANSFER SWITCH AND METER PAN S -6 (SEE NOTE 2) (C-26) CONDUIT, METAL STEEL, ZINC COATED, 3" ' (8) SIGNAL CABLE, OS CONDUCTORS, 14 AWG I (2) SIGNAL CABLE, 10 CONDUCTORS, 14 AWG PB -131 ABANDON EXISTING CONDUIT (C-28) ABANDON EXISTING CONDUIT m 1 I P-10 °00 � a _ —.A .0 PB -14 o$o (C0 o I SK I � AT a^ / (C-18) CONDUIT, METAL STEEL, , ZINC COATED, 4" (2) SIGNAL CABLE, S-4 OS CONDUCTORS, 14 AWG f (C-17) CONDUIT, METAL STEEL, / pg_g ZINC COATED, 4" 1W SIGNAL CABLE, / �A OS CONDUCTORS, 14 AWG oi / 'ACCESSIBLE PEDESTRIAN SIGNAL W/O POST, ' PEDESTRIAN SIGNAL / /•'`���P � � P-8 / 1 PB -3 3 0PF NOTE (C-5) CONDUIT, METAL STEEL, r P-2 - ZINC COATED, 3' PB= SCALE REDUCTION SIGNAL CABLE, OS CONDUCTORS, 14 AWG P -I ALL INDICATED SCALES ARE REDUCED TO HALF SIZE. s -I p ORIGINAL DRAWING SIZE: 22"X34" (C-3)ABANDON EXISTING CONDUIT PB -2! (C-2) CONDUIT, METAL STEEL, (C-4) ABANDON (C-1)CONDUIT, METAL STEEL, ZINC COATED, 4" 0 1 ¢ EXISTING CONDUIT ZINC COATED, 3" SIGNAL CABLE, OS CONDUCTORS, 14 AWG / ° SIGNAL CABLE, OS CONDUCTORS, 14 AWG SIGNAL CABLE, 10 CONDUCTORS, 14 AWG UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. N APPROVED Resolution Number 2-3 - 13 Date :�fxj 11 17 20 z.3 E t I1 NOTE: ALL FACES SHALL HAVE 5" BACKPLATES O I� < m �o ' 10 0 10 20 co O i 4S46 6 SCALE: 1" = lo' Linear 2 unit of measure: US Survey Foo[ (1 h= 1200/3937 m) re i :M III 7: C.1 i Copyright ©2@4. Colors Englneering &Design All Rights Reserved. This drawing and all the information contained herein is authoriieA for use only by the parry for whom the services were contracted or to whom it is certified, T his drawing may not he copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Collie Colliers Engineering & Design www.colliersengineering.com SIGNAL FACE LAYOUT I O 12" �2 J— O 112" 2., �2 R(D © 12„ O12" �— a � � 12" ❑O 11,3,4,6,7,9,10, 5,8 rs Engineering &Design. � PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS ORANY PERSON I PREPARING TO DISTURB THE EARTH'S � SURFACE ANYWHERE IN ANY STATE r0oiiii� MY6 BYYrnfrrK FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM ry � m o O i M Z > I `^ a Z U w w 2 =C) w a Ou z C U v ,n <1 0 0 0 g Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING &DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER Colliers 400 Columbus Avenue, Wul Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING &DESIGN. ARCHITECTURE . LANDSCAPE ARCHITECTURE. SURVEYING CT, P.C. SCALE: DATE: DRAWN BY CHECKED BY' AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PI I O-SGNL sHEETnTLE: TRAFFIC SIGNAL PLAN NYS ROUTE 118 & UNDERHILL AVENUE (SIGNAL NO. W-213) TSP -01 A J NGS FOR CONSTRUCTION. N � (C-16) CONDUIT, METAL STEEL, ` 3 ZINC COATED, 3" SIGNAL CABLE, OS CONDUCTORS, 14 AWG t, O � (C-IS)ABANDON m � EXISTING CONDUIT r 001 m Z > Z > Z > Z a � m z ¢ g ¢ e ol w ~ a N v a a [] m N a N w ry m a K Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING &DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER Colliers 400 Columbus Avenue, Wul Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design COLLIERS ENGINEERING &DESIGN. ARCHITECTURE . LANDSCAPE ARCHITECTURE. SURVEYING CT, P.C. SCALE: DATE: DRAWN BY CHECKED BY' AS SHOWN 1/8/23 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PI I O-SGNL sHEETnTLE: TRAFFIC SIGNAL PLAN NYS ROUTE 118 & UNDERHILL AVENUE (SIGNAL NO. W-213) TSP -01 A J NGS FOR CONSTRUCTION. N � (C-16) CONDUIT, METAL STEEL, ` 3 ZINC COATED, 3" SIGNAL CABLE, OS CONDUCTORS, 14 AWG t, O � (C-IS)ABANDON m � EXISTING CONDUIT r 001 TRAFFIC SIGNAL NOTES: I. ALL WORK IS TO BE COMPLETED ACCORDING TO THE LATEST "NYSDOT STANDARD SPECIFICATIONS," REGION 8 SIGNAL DETAILS SHEETS AND STANDARD STRUCTURE SHEETS. THE REGION 8 SIGNAL DETAILS SHEETS ARE TO BE A PART OF THE SIGNAL PLAN. 2. SIGNAL HEAD ROADWAY CLEARANCE SHOULD BE 16'-6". 3. ALL MATERIALS INCORPORATED IN THE SIGNAL INSTALLATION SHALL CONFORM TO THE CURRENT NYSDOT REQUIREMENTS AS PER NOTE I ABOVE. CONFORMANCE SHALL BE MET BY THE STATE APPROVAL OF THE FOLLOWING SUBMISSIONS BY THE CONTRACTOR. A. TRAFFIC SIGNAL POLES AND PEDESTRIAN POLES: MANUFACTURER'S SHOP DRAWINGS AND CALCULATIONS MUST BE SUBMITTED TO NYSDOT FOR EACH SIGNAL POLE. THE SHOP DRAWINGS AND CALCULATIONS MUST BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK B. TRAFFIC SIGNAL HEADS (SECTIONS) & BRACKET ASSEMBLIES, PEDESTRIAN HEADS AND BRACKET ASSEMBLIES, CONCRETE PULLBOXES, CAST ALUMINUM JUNCTION BOXES, AND OVERHEAD SIGN ASSEMBLIES: MANUFACTURER'S CATALOG CUTS MUST BE SUBMITTED TO THE STATE AS WELL AS MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH "NYSDOT STANDARD SPECIFICATIONS" C. TRAFFIC SIGNAL CONDUIT, CABLE, WIRE: MANUFACTURER'S CATALOG CUTS MUST BE SUBMITTED TO NYSDOT. D. TRAFFIC SIGNAL LOOP EMBEDDING SEALER: ONLY THOSE PRODUCTS ON THE LATEST NYSDOT MATERIALS BUREAU "APPROVED LIST" SHALL BE USED. 4. THE SIGNAL INSTALLATION CONTRACTOR SHALL CONTACT THE STATE PRIOR TO PERFORMING ANY WORK. A MEETING SHALL TAKE PLACE AS DETERMINED NECESSARY BY NYSDOT OR AT THE REQUEST OF THE CONTRACTOR. 5. NYSDOT SHALL BE NOTIFIED PRIOR TO THE INSTALLATION OF ANY VEHICLE DETECTOR LOOPS. FAILURE TO DO SO MAY RESULT IN THE REJECTION OF LOOPS SO INSTALLED. 6. THE PERMITTEE/CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL LOCAL PERMITS REQUIRED. 7. PAVEMENT MARKINGS, IF REQUIRED, SHALL BE IN ACCORDANCE WITH CURRENT NYSDOT PRACTICE FOR THE SIGNAL LOCATION. 8. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING ELECTRIC SERVICE TO THE SIGNAL. 9. IT IS THE PERMITTEE'S RESPONSIBILITY TO RESTORE ANY DISTURBED AREAS TO THEIR ORIGINAL CONDITION AS PER THE APPROPRIATE SECTIONS OF THE STANDARD SPECIFICATIONS. 10. NYSDOT SHALL PROVIDE A TABLE OF SWITCH PACKS AND TABLE OF INPUT WIRING TO THE PERMITTEE (CONTRACTOR). IT IS THE PERMITTEES (CONTRACTOR'S) RESPONSIBILITY TO NOTIFY NYSDOT IN ADVANCE OF WHEN THESE ARE NEEDED. 11. LOOP DETECTORS ARE TO BE WIRED IN PARALLEL IN THE CABINET. 12. ELECTRICAL CABLE SPLICES: ALL CABLE SPLICES MADE IN CABLE RUNS TO BE LOCATED BELOW GROUND WILL BE ACCOMPLISHED USING METHOD # 2 (TWO COMPONENT ELECTRICAL INSULATING RESIN REJACKETING MATERIAL) AS DESCRIBED IN SECTION 680.3.16 OF THE STANDARDS SPECIFICATIONS. 13. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NYS SUPPLEMENT AND THE NYSDOT STANDARD SPECIFICATIONS. 14. PULLBOXES: a. UNLESS OTHERWISE SHOWN ON THE PLANS ALL PULLBOXES SHALL BE INSTALLED OUTSIDE OF THE PAVEMENT OR SHOULDER AREA. b. THE FINISHED GROUND SURFACE ON THE BACK SLOPE IN THE VICINITY OF THE PULLBOX SHALL BE ADJUSTED SO THAT NO FILL SHALL BE SPILLED ON THE TOP OF THE BOX AND THE MAXIMUM DISTANCE FROM THE TOP OF THE FINISHED GROUND AT THE BOX SHALL NOT EXCEED 4 INCHES. ALL MATERIALS AND LABOR NECESSARY TO COMPLETE THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE PULLBOX. 15. THE CONTRACTOR SHALL REFERENCE NYSDOT STANDARD SHEETS 680-1, 680-2, 680-4, 680-5, 680-6, 680-8, 680-10, 680-I1, 680-13 AND 680-14, 685-01 FOR THIS INSTALLATION, 16. PER NYSDOT STANDARD SPECIFICATION SECTION 619-3.17 - MAINTAIN OR MODIFY TRAFFIC SIGNAL EQUIPMENT - TRAFFIC SIGNALS SHALL BE MAINTAINED IN PROPER OPERATION, INCLUDING THE MAINTENANCE OF ALL FEATURES OF THE TRAFFIC SIGNAL OPERATION IN EFFECT AND OPERATING AT THE TIME ANY WORK BEGINS ON THE CONTRACT. TRAFFIC ACTUATED PHASES SHALL REMAIN ACTUATED, AND SIGNALS OPERATING WITHIN SIGNAL SYSTEMS SHALL REMAIN COORDINATED WITH THE REMAINDER OF THE SYSTEM UNLESS OTHERWISE APPROVED BY THE ENGINEER. EXCEPT FOR EMERGENCIES, NO CHANGES IN THE SIGNAL OPERATION OR TIMING SHALL BE MADE WITHOUT PRIOR APPROVAL BY THE ENGINEER. IF EMERGENCY CONDITIONS DICTATE A CHANGE IN THE OPERATION, THE ENGINEER SHALL BE NOTIFIED BY THE START OF THE NEXT WORK DAY. UNLESS OTHERWISE APPROVED BY THE ENGINEER, AN ALTERED SIGNAL OPERATION MUST BE RETURNED TO THE ORIGINAL SIGNAL OPERATION WITHIN 24 HOURS. THE CONTRACTOR SHALL MAINTAIN IN OPERATION ALL EQUIPMENT INCLUDING SIGNAL HEADS, SUPPORTS, CABLE, WIRING, SPAN -WIRE -MOUNTED SIGNING, CONTROLLERS, MASTER CONTROLLERS, DETECTOR SYSTEMS, CONFLICT AND CURRENT MONITORS, RELAYS, SWITCH PACKS, AND ALL OTHER ACCESSORY AND NECESSARY EQUIPMENT, MAINTENANCE SHALL ALSO INCLUDE THE REPAIR AND REPLACEMENT OF EXISTING DETECTOR LOOPS, PAID FOR SEPARATELY. THE CONTRACTOR SHALL HAVE CAPABLE TRAFFIC SIGNAL REPAIR PERSONNEL ON CALL 24 HOURS A DAY, SEVEN DAYS A WEEK, AND SHALL PROVIDE TO THE ENGINEER A SINGLE TELEPHONE NUMBER FOR CONTACTING THEM. IF FOR ANY REASON A SIGNAL IS NOT FUNCTIONING PROPERLY, THE CONTRACTOR SHALL COMMENCE WORK ON THE SIGNAL WITHIN TWO (2) HOURS OF NOTIFICATION. IF DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE POLICE AGENCY FOR TRAFFIC CONTROL OPERATIONS. IF THE POLICE AGENCY CANNOT OR WILL NOT PROVIDE TRAFFIC CONTROL, THE CONTRACTOR SHALL PROVIDE FLAGGERS AT LOCATIONS SPECIFIED BY THE ENGINEER WITHIN THE 2 -HOUR TIME PERIOD. THE CONTRACTOR SHALL CONTINUE THE FLAGGER SERVICES UNTIL THE SIGNAL IS IN PROPER OPERATION. A FLAGGER WARNING (W20-7 OR W20 -7a) SIGN SHALL BE USED ON ALL APPROACHES TO AN INTERSECTION CONTROLLED BY FLAGGERS. 17. THE CLEARANCES BETWEEN ANY SIGNAL EQUIPMENT AND UTILITY LINES SHALL BE 10' FOR PRIMARY, 5.5' SECONDARY AND 2' FOR ALL OTHERS. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE APPROPRIATE UTILITY COMPANY TO ENSURE PROPER CLEARANCES ARE ACHIEVED.. 18. IF SOFT CLAY OR ORGANIC DEPOSITS ARE ENCOUNTERED DURING THE FOOTING AUGERING/DIGGING OPERATION, OR IF AUGERING/DIGGING IS UNDERTAKEN IN AREAS HAVING A HIGH WATER TABLE, THE CONTRACTOR SHALL CONSULT THE ENGINEER -IN -CHARGE. 19. CONTRACTOR SHALL CONTACT ALL THE APPROPRIATE PARTIES WITH JURISDICTION OVER THE UTILITIES (OVERHEAD AND UNDERGROUND) ENTERING ON OR NEAR THE PROJECT AREA PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES AND PROVIDE THOSE AGENCIES 72 HOURS NOTIFICATION. CONTRACTOR SHALL BE AWARE THAT OTHER UTILITIES (OVERHEAD AND/OR UNDERGROUND) NOT SHOWN ON THE PLANS MAY BE ENCOUNTERED IN THE FIELD. THE CONTRACTOR SHALL AT HIS/HER OWN EXPENSE, REPAIR OR REPLACE ANY STRUCTURES OR UTILITIES THAT HE/SHE DAMAGES, AND SHALL CONSTANTLY PROCEED WITH CAUTION TO PREVENT UNDUE INTERRUPTION TO UTILITY SERVICES. 20. PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES IN AREA TO RESOLVE ANY CONFLICTS BETWEEN SIGNAL EQUIPMENT AND UTILITY. 21. AT THE CONCLUSION OF INSTALLATION WORK AND UPON ACCEPTANCE BY THE STATE THE CONTRACTOR SHALL FURNISH AN AS -BUILT DRAWING TO NYSDOT ALONG WITH A LIST OF ALL INSTALLED EQUIPMENT. 22. PHASE 2 & 6 SHALL BE SET ON RECALL GREEN. 23. FOR PAVEMENT MARKINGS SEE SHEET NO. SP -01. 24. PEDESTRIAN PUSHBUTTONS: PEDESTRIAN PUSHBUTTONS SHOULD BE LOCATED TO MEET ALL OF THE FOLLOWING CRITERIA: A. UNOBSTRUCTED AND ADJACENT TO A LEVEL ALL-WEATHER SURFACE TO PROVIDE ACCESS FROM A WHEELCHAIR; B. BETWEEN THE EDGE OF THE CROSSWALK LINE (EXTENDED) FARTHEST FROM THE CENTER OF THE INTERSECTION AND THE SIDE OF A CURB RAMP (IF PRESENT), BUT NOT GREATER THAN 5 FEET FROM SAID CROSSWALK LINE; C. A DISTANCE OF 10" MAXIMUM FROM THE PEDESTRIAN ACCESS ROUTE (PUSHBUTTON EXTENSION ARMS MAY BE USED UP TO 18" IN LENGTH); D. BETWEEN 1.5 AND 6 FEET FROM THE EDGE OF THE CURB, SHOULDER, OR PAVEMENT; E. WITH THE FACE OF THE PUSHBUTTON PARALLEL TO THE CROSSWALK TO BE USED; AND F. AT A MOUNTING HEIGHT OF APPROXIMATELY 3.5 FEET, BUT NO MORE THAN 4 FEET, ABOVE THE SIDEWALK. WHERE THERE ARE PHYSICAL CONSTRAINTS THAT MAKE IT IMPRACTICAL TO PLACE THE PEDESTRIAN PUSHBUTTON BETWEEN 1.5 AND 6 FEET FROM THE EDGE OF THE CURB, SHOULDER, OR PAVEMENT, IT SHOULD NOT BE FARTHER THAN 10 FEET FROM THE EDGE OF CURB, SHOULDER, OR PAVEMENT. EXCEPT AS PROVIDED BELOW, WHERE TWO PEDESTRIAN PUSHBUTTONS ARE PROVIDED ON THE SAME CORNER OF A SIGNALIZED LOCATION, THE PUSHBUTTONS SHOULD BE SEPARATED BY A DISTANCE OF AT LEAST 10 FEET. WHERE THERE ARE PHYSICAL CONSTRAINTS ON A PARTICULAR CORNER THAT MAKE IT IMPRACTICAL TO PROVIDE THE 10 -FOOT SEPARATION BETWEEN THE TWO PEDESTRIAN PUSHBUTTONS, THE PUSHBUTTONS MAY BE PLACED CLOSER TOGETHER OR ON THE SAME POLE. IF TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS ARE PLACED LESS THAN 10 FEET APART OR ON THE SAME POLE, EACH ACCESSIBLE PEDESTRIAN PUSHBUTTON SHALL BE PROVIDED WITH THE FOLLOWING FEATURES: A. A PUSHBUTTON LOCATOR TONE, B. A TACTILE ARROW, C. A SPEECH WALK MESSAGE FOR THE WALKING PERSON (SYMBOLIZING WALK) INDICATION, AND D. A SPEECH PUSHBUTTON INFORMATION MESSAGE THE ACCESSIBLE PEDESTRIAN PUSHBUTTON SHALL BE LOCATED WITHIN 10" OF THE PEDESTRIAN ACCESS ROUTE. A MAXIMUM PUSHBUTTON EXTENSION ARM LENGTH OF 24" MAY BE USED TO ACHIEVE THIS WHERE REQUIRED. ANY DEVIATIONS FROM THE ABOVE SHALL BE PRESENTED TO THE E.I.C. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 25. SEQUENCE OF EVENTS FOR SIGNAL CONSTRUCTION CONTRACTS (CONTRACTOR SHALL CONTACT REGION 8 SIGNALS UNIT AT 845-437-3320): A. THE EIC OR INSPECTOR SHALL BE COPIED ON ALL COMMUNICATION TO AND FROM THE SIGNAL CONTRACTOR. B. PRECONSTRUCTION/UTILITY MEETING: NOTIFY TRAFFIC & SAFETY AS TO THE TIME AND PLACE. IT SHOULD BE CONFIRMED THAT THE CONTRACTOR HAS THE LATEST SET OF PLANS. THE EIC/INSPECTOR SHOULD DIRECT THE CONTRACTOR TO FORWARD SIGNAL POLE/MAST ARM SHOP DRAWINGS/CALCULATIONS TO THE TRAFFIC & SAFETY OFFICE FOR REVIEW. THIS IS TIME SENSITIVE SINCE THE MANUFACTURER MAY NEED TO REDESIGN THE POLES. C. REQUEST FOR POWER: REQUEST A SUBMITTAL THROUGH THE POWER REQUEST COORDINATOR THREE MONTHS BEFORE THE START OF ANY TRAFFIC SIGNAL RELATED WORK. D. FIRST DAY OF CONSTRUCTION: THE EIC/INSPECTOR SHALL NOTIFY THE REGIONAL TRAFFIC SIGNAL ENGINEER AND ALL SIGNAL CREW SUPERVISORS WITH THE CONTRACTOR'S EMERGENCY CONTACT INFORMATION. AN EMAIL REQUEST FOR A CABINET SHOULD BE MADE BY THE EIC/INSPECTOR TO THE REGIONAL TRAFFIC SIGNAL ENGINEER WHICH INCLUDES THE PIN#, D#, SIGNAL#, LOCATION, NUMBER OF CABINETS/DISCONNECTS NEEDED, AND IF THE CABINET IS NEEDED EARLY FOR PAINTING. E. SIGNAL POLE STAKE OUT: THE STAKE OUT OF THE POLE LOCATIONS SHALL BE APPROVED BY THE TRAFFIC SIGNAL UNIT BEFORE THE FOUNDATIONS ARE INSTALLED. THIS IS TO IDENTIFY ANY POSSIBLE UTILITY CLEARANCE PROBLEMS BEFORE THE POLE LOCATION IS FINALIZED. ADDITIONAL CLEARANCE CHECKS MAY BE REQUIRED BEFORE POLES/SPAN WIRES/MAST ARMS ARE INSTALLED. THE SIGNAL UTILITY COORDINATOR WILL SCHEDULE ADDITIONAL CHECKS WITH THE CONTRACTOR WHILE ON SITE. F. CABINET RELEASE: WIRING SHEETS WILL BE E-MAILED TO EIC/INSPECTOR AT THE TIME OF CABINET RELEASE.. THE CABINET WILL NOT BE RELEASED UNTIL ALL UTILITY CONFLICTS HAVE A RESOLUTION IN PLACE. G. SIGNALS UNDER CONSTRUCTION: THE CONTRACTOR IS EXPECTED TO MAINTAIN AND OPERATE TRAFFIC SIGNALS WHILE UNDER CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR MAKING TIMING ADJUSTMENTS AND SHIFTING HEADS DURING CONSTRUCTION TO ACCOUNT FOR UNFINISHED DETECTION, LANE CLOSURES, AND OTHER ACTIVITIES THAT AFFECT THE OPERATION OF THE SIGNAL. TEMPORARY TURN ONS ARE ONLY ALLOWED WHEN IT IS NECESSARY TO REMOVE THE EXISTING SIGNAL TO FINISH CONSTRUCTION OF THE NEW SIGNAL. THE NEW SIGNAL CAN BE TURNED ON IF THERE ARE STOP BARS, IT PASSES THE GROUND TEST, ALL LEDS ARE WORKING, AND THE HEADS ALIGN IN THE LANES. NYDSOT WILL PROVIDE THE FINAL TIMING PLAN BEFORE A TEMPORARY TURN ON. H. TURN -ON: THE EIC/INSPECTOR SHOULD NOTIFY THE REGIONAL TRAFFIC SIGNAL ENGINEER WHEN THE SIGNAL IS READY FOR INSPECTION. A PRE INSPECTION WILL BE DONE TO VERIFY THAT ALL WORK IS COMPLETE. WITHIN 2 WEEKS FROM THE REQUEST, A FULL TURN ON DATE WILL BE SCHEDULED. I. THE CONTRACTOR SHALL INSTALL PORTABLE VARIABLE MESSAGE SIGNS (PVMS) ON ALL INTERSECTION APPROACHES FOR A MINIMUM OF ONE-WEEK PRIOR TO THE SCHEDULED TURN ON DATE. PVMS SHALL BE PAID FOR UNDER ITEM 619.1 1051 1 - PVMS STANDARD SIZE - FULL MATRIX (LED) NO OPTIONAL EQUIPMENT SPECIFIED, NO CELLULAR COMMUNICATIONS REQUIRED. CONTRACTOR SHALL CONTACT REGION 8 TRAFFIC SIGNALS UNIT TO CONFIRM PVMS MESSAGING PRIOR TO INSTALLATION. J. 10 -DAY FUNCTIONAL TEST: A PUNCH LIST OF ANY ITEMS TO BE CORRECTED WILL BE GIVEN TO THE CONTRACTOR AT THE TURN ON. ONCE ALL OF THE ITEMS ARE COMPLETE THE 10 -DAY FUNCTIONAL TEST WILL BEGIN. THE SIGNAL WILL BE ACCEPTED ONCE THE FUNCTIONAL TEST IS COMPLETE. POLE S•1 WARM 10 SCALE: 1" = 101 Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) 12' `/ 8' 11.5' ITEM 680.622050 21'-6" POLE HEIGHT 9 L L 7 Z 7 D MAST ARM LOAD TABLE POLE S-1 LOAD NO. TYPE NO. OF 12" SIGNAL SECTIONS DEAD LOAD (LB) PROJECTED WINDAREA (SF) PROJECTED ICE AREA (SF) 1 SIGN 2 43.50 18.0 18.0 2 SIGN TYPE 22.50 7.5 7.5 3 SIGNAL HEAD 1 5 85.83 118.83 360.21 4 SIGNAL HEADJ 3 47.32 8.2 20.9 5 FUTURE SIGNAL HEAD 4 59.45 10.9 27.9 6 FUTURE SIGN - 22.50 7.5 7.5 NOTES: 1. WIND SPEEDS PER STANDARD SPECIFICATION SECTION 724-03. 2. DEAD LOADS INCLUDE SIGNAL SECTIONS OF SIGN, BRACKETS AND HARDWARE, EXCLUSIVE OF MAST ARM AND UPRIGHT. n�1c oe 13' WARM HEAD E HEAD D 10 0 10 20 SCALE: 1" = lot Linear unit of measure: US Survey Foot (1 ft 1200/3937 m) 91" 12' ITEM 680.622050 21'-6" POLE HEIGHT MAST ARM LOAD TABLE POLE S-4 Colliers 2 NO. OF 12" Suite 180E PROJECTED w LOAD 2 SIGNAL C7 WIND AREA Z N TYPE SECTIONS 1= (SF) Z 1 D - O 18.0 F ITEM 680.622050 21'-6" POLE HEIGHT MAST ARM LOAD TABLE POLE S-4 Colliers 400 Columbus Avenue, NO. OF 12" Suite 180E PROJECTED PROJECTED LOAD TYPE SIGNAL DEAD LOAD WIND AREA ICE AREA NO. TYPE SECTIONS (LB) (SF) (SF) 1 SIGN - 43.50 18.0 18.0 2 FUTURE SIGNAL HEAD 3 47.32 8.2 20.9 3 SIGNAL HEAD D 3 47.32 8.2 20.9 4 SIGNAL HEAD E 4 59.45 10.9 27.9 5 FUTURE SIGN - 22.50 7.5 7.5 NOTES: 1. WIND SPEEDS PER STANDARD SPECIFICATION SECTION 724-03. 2. DEAD LOADS INCLUDE SIGNAL SECTIONS OF SIGN, BRACKETS AND HARDWARE, EXCLUSIVE OF MAST ARM AND UPRIGHT. 3. LOAD NO. 3, SIGNAL HEAD E SHALL BE A 3 -SECTION HEAD WITH BACKPLATE AS INSTALLED UNDER THIS CONTRACT. HOWEVER LOADING DESIGN SHALL ACCOUNT FOR A FUTURE 4 -SECTION HEAD WITH BACKPLATE AT THIS LOCATION. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORKAND OPINION. POLE S-2 40' ARM T-6" HEAD H 10 0 10 20 SCALE: 1" = lot Linear unit of measure: US Survey Foot (1 ft= 1200/3937 m) HEAD G HEAD F 57 ITEM 680.622040 21'-6" POLE HEIGHT F- O w 2 o Z rvF_ Z 7 O F MAST ARM LOAD TABLE POLE S-2 Colliers 400 Columbus Avenue, NO. OF 12" Suite 180E PROJECTED PROJECTED LOAD TYPE SIGNAL DEAD LOAD WIND AREA ICE AREA NO. TYPE SIGNAL (LB) WIND AREA ICE AREA N0. SIGN SECTIONS (LB) (SF) (SF) 1 SIGN 3 45.50 19.0 19.0 2 SIGNAL HEAD F 3 47.32 8.2 20.9 3 SIGNAL HEAD G 3 47.32 8.2 20.9 4 GRIDSMART - 10.00 1.5 1.5 4 CAMERA - 10.00 1.5 1.5 5 CAMERA 4 59.45 10.9 27.9 5 SIGNAL HEAD H 4 59.45 10.9 27.9 6 SIGN - 22.50 7.5 7.5 NOTES: 1. WIND SPEEDS PER STANDARD SPECIFICATION SECTION 724-03. 2. DEAD LOADS INCLUDE SIGNAL SECTIONS OF SIGN, BRACKETS AND HARDWARE, EXCLUSIVE OF MAST ARM AND UPRIGHT. MAST ARM LOAD TABLE POLE S-5 Colliers 400 Columbus Avenue, NO. OF 12" Suite 180E PROJECTED PROJECTED LOAD TYPE SIGNAL DEAD LOAD WIND AREA ICE AREA NO. SURVEYING CT. P.C. SECTIONS (LB) (SF) (SF) 1 SIGN - 45.50 19.0 19.0 2 SIGNAL HEAD A 3 47.32 8.2 20.9 3 SIGNAL HEAD B 3 47.32 8.2 20.9 GRIDSMART 4 - 10.00 1.5 1.5 CAMERA 5 SIGNAL HEAD C 4 59.45 10.9 27.9 6 SIGN - 22.50 7.5 7.5 NOTES: 1. WIND SPEEDS PER STANDARD SPECIFICATION SECTION 724-03. 2. DEAD LOADS INCLUDE SIGNAL SECTIONS OF SIGN, BRACKETS AND HARDWARE, EXCLUSIVE OF MAST ARM AND UPRIGHT. APPROVED Resolution Number 2-3 _ Date 1 g 1 12 io 2 3 I Klr1Tr' SCALE REDUCTION ALL INDICATED SCALES ARE REDUCED TO HALF SIZE. ORIGINAL DRAWING SIZE: 22"X34" Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. PROTECT YOU RSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON I PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE m...e.nbelaw Callrm.vmsa. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. COLA #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEQR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK WESTCHESTER Colliers 400 Columbus Avenue, AS SHOWN Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN , 3s ARCHITECTURE. LANDSCAPE ARCHITECTURE, SURVEYING CT. P.C. 0 m } Z W H E u Z z -Z 2 w 0 =O Z UU 0 Z J ry a ga E-2 ry C O Ea Dm 0 O C Z u Z Z Z Z Z Z a =O � F w w w � d a a a L7 U 0 0 0 0 V w w w w a VI N VIV1 w > > > >0 Ban Z d d d 9 0 a a a w v w ry m v Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. COLA #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEQR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE:DATE: WESTCHESTER Colliers 400 Columbus Avenue, AS SHOWN Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGINEERING & DESIGN , ARCHITECTURE. LANDSCAPE ARCHITECTURE, SURVEYING CT. P.C. SCALE:DATE: DRAWN BY: CHECKED BY: AS SHOWN PROJECT NUMBER: DRAWING NAM E 20006297A R-PLJ O-SGNL SHEET TLE: TRAFFIC SIGNAL PLAN NYS ROUTE 118 & UNDERHILLAVENUE (SIGNAL NO. W-213) TSP -02 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. TABLE OF SIGNAL POLES POLE NO. LOCATION ELEV.OF CAP TEM MOUNTING HEIGHT ARM LENGTH FOOTING MOMENT (FT -KIP) FOUNDATION CENTERLINEFOOTING STATION OFFSET SIDE CODE CY S-1 124+20.98 35.79 LT 468.4'± 680.622050 20' 50' 66 KS 1.9 S-2 125+12.37 43.03 LT 467.8'± 680.622040 20' 40' 49 K3 1.8 S-3 125+24.90 40.88 LT - 680.99040010 32' - EXIST. EXIST. EXIST. S-4 125+81.92 47.08 RT 4610'± 680.622050 20' 50' 60 K4 1.8 S-5 124+99.08 49.58 RT 463.8'± 680.622040 20' 40' 49 K3 1.8 5-6 124+86.84 41.89 RT 680.80324515 680.99040010 32' - EXIST. EXIST. EXIST. P-1 124.23.92 40.74 LT 2 680.82250608 - - EXIST. EXIST. EXIST. P-2 124+26.47 36.17 LT 468.8'± 680.6808 8' - - J 1 1.1 P-3 124+30.77 46.24 LT 469.1'± 680.6808 8' - - J1 1.1 P-4 124+57.48 32.42 LT - 680.82250608 8' - - EXIST. EXIST. P-5 124+86.54 68.57 LT 468.8' ± 680.6808 8' - - J 1 1.1 P-6 125+30.31 32.46 LT 467.4'± 680.6808 8' - - J1 1.1 P-7 125+70.39 35.05 RT 465.6'± 680.6808 8' - - J1 1.1 P-8 125+66.20 46.82 RT 464.5'± 680.6808 8' - - J1 1.1 P-9 125+18.03 69.18 RT 463.9'± 680.6808 8' - - J1 1.1 P-10 124+68.54 27.81 RT DWI 680.82250608 8' - - EXIST. EXIST. P-11 124+62.71 28.28 RT 467.1'± 680.6808 8' - - J1 1.1 TOTAL (CY) 16.1 ESTIMATE OF QUANTITIES ITEM NO. DESCRIPTION UNIT QUANTITY 206.03 CONDUIT EXCAVATION AND BACKFILL INCLUDING SURFACE RESTORATION LF 471 619.1612 MAINTAIN TRAFFIC SIGNAL EQUIPMENT (REQUIREMENT B) INTM 6 625.01000108 SURVEY AND STAKEOUT (TRAFFIC SIGNALS) EA 4 662.60000108 FURNISH ELECTRICAL SERVICE DC 1 680.05010007 360 DIGITAL CAMERA VIDEO DETECTION SYSTEM EA 1 680.05020007 360 DEGREE CAMERA ASSEMBLY EA 1 680.5001 POLE EXCAVATION AND CONCRETE FOUNDATION CY 16.1 680.510501 PULLBOX - RECTANGULAR, 26" X 18", REINFORCED CONCRETE EA 7 680.520108 CONDUIT, METAL STEEL, ZINC COATED, 3" LF 439 680.520110 CONDUIT, METAL STEEL, ZINC COATED, 4" LF 32 680.622040 TRAFFIC SIGNAL POLE - MAST ARM, 20 FT. MOUNTING HEIGHT, 40 FT. ARM LENGTH EA 2 680.622050 TRAFFIC SIGNAL POLE - MAST ARM, 20 FT. MOUNTING HEIGHT, 50 FT. ARM LENGTH EA 2 680.6808 TRAFFIC SIGNAL POLE -BRACKET MOUNT 8 FEET MOUNTING HEIGHT EA 8 680.700603 RISER ASSEMBLY, 1" DIAMETER EA 1 680.730514 SIGNAL CABLE, 5 CONDUCTORS, 14 AWG LF 2830 680.731014 SIGNAL CABLE, 10 CONDUCTORS, 14 AWG LF 648 680.79000005 REMOVE TRAFFIC SIGNAL INSTALLATION EA 1 680.80324515 INSTALL MICROCOMPUTER CABINET EA 1 680.810101 TRAFFIC SIGNAL MODULE - 12 INCH, RED BALL, LED EA 8 680.810102 TRAFFIC SIGNAL MODULE - 12 INCH, RED ARROW, LED EA 2 680.810103 TRAFFIC SIGNAL MODULE - 12 INCH, YELLOW BALL, LED EA 8 680.810104 TRAFFIC SIGNAL MODULE - 12 INCH, YELLOW ARROW, LED EA 5 680.810105 TRAFFIC SIGNAL MODULE - 12 INCH, GREEN BALL, LED EA 8 680.810106 TRAFFIC SIGNAL MODULE - 12 INCH, GREEN ARROW, LED EA 3 680.810107 TRAFFIC SIGNAL SECTION -TYPE I, 12 INCH EA 34 680.81230008 TRAFFIC SIGNAL BRACKET ASSEMBLY - 1 WAY, MAST ARM MOUNT (CABLETYPE) EA 9 680.81240008 TRAFFIC SIGNAL BRACKET ASSEMBLY - 2 WAY, MAST ARM MOUNT (CABLETYPE) EA 1 680.8151 ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POST EA 8 680.813103 PEDESTRIAN SIGNAL SECTION - TYPE I, 12 INCH EA 16 680.813105 PEDESTRIAN SIGNAL MODULE - 12 INCH BI -MODAL, HAND/MAN SYMBOLS LED EA 8 680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EA 8 680.815001 PEDESTRIAN SIGNAL MODULE - 12 INCH COUNTDOWN TIMER, LED EA 8 680.8199 BACKPLATES FOR TRAFFIC SIGNAL HEADS EA 10 680.8207 OVERHEAD SIGN ASSEMBLY, TYPE G EA 7 680.8223 BREAKAWAY TRANSFORMER BASE EA 8 680.82250608 REMOVE AND DISPOSE PEDESTRIAN POLE AND FOUNDATION EA 3 680.82250801 REMOVE TRAFFIC SIGNAL PULLBOXES EA 7 680.94000008 TRAFFIC SIGNAL SERVICE ENTRANCE EA 1 680.9402 METER PAN EA 1 680.9499 FURNISH AND INSTALL ELECTRICAL DISCONNECT GENERATOR TRANSFER SWITCH EA 1 680.950206 ELECTRICAL SERVICE CABLE 2 WIRE 6 GAUGE LF 14 680.99040010 REMOVE TRAFFIC SIGNAL POLE EA 2 TABLE OF INPUTS SDLC CHANNEL FUNCTION DETECTION ZONE NUMBER SIZE REMARKS 42 02 42 6'X 40' PRESENCE 43 03 43 6'X 40' PRESENCE 44 04 44 6'X 40' PRESENCE 46 06 46 6'X 40' PRESENCE 47 07 47 UX 40' PRESENCE 48 08 48 6'X 40' PRESENCE 49 1 06 49 UX 6' NB RIGHT COUNT 50 06 50 6'X 6' NB THROUGH COUNT 51 06 51 6'X 6' NB LEFT COUNT 52 08 52 6'X 6' EB RIGHT COUNT 53 08 53 6'X 6' EB THROUGH COUNT 54 03 54 6'X 6' EB LEFT COUNT 55 02 55 6'X 6' SB RIGHT COUNT 56 02 56 6'X 6' SB THROUGH COUNT 57 02 57 SIX 6' SB LEFT COUNT 58 04 58 6'X 6' WB RIGHT COUNT 59 04 59 5'X 6' WE THROUGH COUNT 60 07 60 6'X 6' WB LEFT COUNT TABLE OF PULLBOXES PULLBOX NO. LOCATION ELEV. OF TOP 680.510501 680.82250801 CENTERLINE STATION OFFSET SIDE RECTANGULAR 26" X 18" RC REMOVE TRAFFIC SIGNAL PULLBOXES PB -1 124+26.10 47.15 LT 468.7'± 1 0 PB -2 124+18.87 52.24 LT 469.1'± 0 1 PB -3 124+52.26 39.41 LT 468.6'± 0 1 PB -4 124+83.08 74.85 LT 469.3'± 1 0 PB -5 125+11.61 37.68 LT 467.2' ± 0 1 PB -6 125+19.72 48.73 LT 468.6'± 1 0 PB -7 125+65.59 28.61 RT 466.3'± 0 1 PB -8 125+78.01 50.55 RT 460.3'± 1 0 PB -9 125+51.46 47.66 RT 464.1' ± 0 1 PB -10 125+23.44 69.14 RT 463.8'± 0 1 PB -1 1 125+21.24 81.03 RT 460.7' ± 1 0 PB -12 124+96.33 52.72 RT 461.3'± 1 0 PB -13 124+80.66 29.56 RT 466.9'± 0 1 PB -14 124+61.03 38.77 RT 462.8' ± 1 0 TOTAL 7 7 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. ESTIMATE OF CONDUITS N LOCATION 1 680.520108 680.520110 CONDUIT NO. 2" STEEL 6 7 8 9 10 FROM TO PED 3 3" STEEL 4" STEEL C-1 P-2 PB -1 G 11 - C-2 5-1 PB -1 FR- R 13 DW DWI DW EX. TO BE e3 R C-3 PB -3 PB -2 <_6_ R R FR- R R ABANDONED DW DW DW 3 e4 EX. TO BE R R C-4 INDUCTION LOOP PB -2 R <-R- G G DWI DW ABANDONED DW o6 C-5 P-3 PB -1 G 5 R C-6 P-4 PB -3 EX. TO BE DW - DW DWI o7 ABANDONED R R C-7 PB -4 PB -1 R 65 - C-8 P-5 PB -4 DW 7 - C-9 PB -6 PB -4 R 44 - G <ff- R EX. TO BE DW DW C-10 PB -3 PB -5 G G G G <-R- R ABANDONED <-R- R C-11 S-2 PB -6 DW DWI 9 R R EX. TO BE <-6- R C-12 PB -5 S-3 R DW DW DW DW ABANDONED R R C-13 P-6 PB -6 G 20 <-I R R DW EX. TO BE DWI DW C-14 INDUCTION LOOP PB -5 ABANDONED R R <€Y- R R EX. TO BE G G C-15 INDUCTION LOOP PB -7 DW o4+o8 R R R R ABANDONED G G C-16 P-7 PB -8 DWI 18 - C-17 P-8 PB -8 FY 13 FY C-18 S-4 PB -8 DARK - 5 DARK DARK DARK EX. TO BE M C-19 PB -7 PB -9 - - 0 0 0 ABANDONED C-20 PB -8 PB -11 64 i i i LLa EX. TO BE C-21 PB -9 PB -10 z z z z ABANDONED C-22 P-9 PB -11 13 o EX, TO BE C-23 PB -10 PB -13 ABANDONED C-24 PB -11 PB -12 39 - C-25 PB -12 S-5 - 5 C-26 PB -14 PB -12 38 C-27 P-10 PB -13 EX. TO BE w w ABANDONED C-28 INDUCTION LOOP PB -13 EX. TO BE ABANDONED C-29 P-11 PB -14 > 12 > C-30 PB -1 PB -14 90 - TOTAL (FEET) 0 439 32 APPROVED Resolution Number 2Q -13 Date_ SuIv 11 2n L3 TABLE OF OPERATION N FACE 1 2 3 4 5 6 7 8 9 10 PED 1 PED 2 PED 3 PED 4 PHASE o2 G G R R <-R- R R FR- R R DW DWI DW DW e3 R R R <_6_ R R FR- R R DW DW DW DW 3 e4 R R R R <1" _ R R <-R- G G DWI DW DW DW o6 R R G G <-R- R R FR- R R DW DW DW DWI o7 R R R R HR- R R <6- R R DW DW DW DW o8 R R R R <-R- G G <ff- R R DW DW DW1 DW o2+o6 G G G G <-R- R R <-R- R R DW DWI DW DWI o3+o7 R R R <-6- R R <6- R R DW DW DW DW o3+o8 R R R R <{r G G <-I R R DW DW DWI DW o4+o7 R R R R <€Y- R R <Cr G G DWI DW DW DW o4+o8 R R R R <-1 G G <fY- G G DWI DW DWI DW FLASH OPERATION FY FY FY FY DARK FR FR DARK FR FIR DARK DARK DARK DARK NOTES: PEDESTRIAN SIGNAL TO BE DEMAND ACTUATED ONLY UPON ACTUATION OF A PEDESTRIAN PUSH BUTTON THE INDICATIONS SHALL DISPLAY A STEADY "MAN" FOLLOWED BY A FLASHING "HAND" AND COUNTDOWN TIMER AND THEN A STEADY "HAND". Colliers Engineering & Design www.colliersengineering.com Copyright© 2024 Colliers Engineering & Design All Rights Reserved. This drawing and all the Information contained herein Is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not he copied, reused, disclosed, distributed or relied upon for any other purpose without the ezpresswrirfen consentof Colliers Engineering & Design PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE w....nuebw. CeNn.ra.wraa FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811,COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O,A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS I rope. UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK Colliers Engineering & Design WESTCHESTER 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Phone: 914.347.7500 COLLIERS ENGINEERING & DESIGN. ARCHITECTURE, IANDSCAPEARCHITECTURE, SURVEYING CT, P.C. SCALE: N DRAWN BY: CHECKED BY: 0 1/823 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PLI O-SGNL o a m z o z az z z U 2 0 C �o w o �u z 2 2 ^ a o N Z w U am ¢a Z, M 0 0 0 �C i i i LLa z z z z o O ry O O w w LU > > > > m Of Of 0 w N Q m ry ry w N m a Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O,A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS I rope. UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK Colliers Engineering & Design WESTCHESTER 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Phone: 914.347.7500 COLLIERS ENGINEERING & DESIGN. ARCHITECTURE, IANDSCAPEARCHITECTURE, SURVEYING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/823 M.J.A. R.G.D. PROJECT NUMBER: DRAWING NAME: 20006297A R-PLI O-SGNL SHEETTITLE: TRAFFIC SIGNAL PLAN NYS ROUTE 118 & UNDERHILL AVENUE (SIGNAL NO. W-213) SHEET NUMBER TSP -03 111,62 1411110LOA C P] E16Y171ill :1 IJ3G\A AI ZCC'Y-7 ZfJ.1LVP1Cb7 ■:Pi911010 A NOTES: 2. ALL MOUNTING HARDWARE SHALL BE PROVIDED BY THE MANUFACTURER AND BE INCLUDED IN THE PRICE OF THE 360 DEGREE VIDEO DETECTION SYSTEM. ALL EQUIPMENT SHALL MEET THE CONTRACT SPECIFICATION. STYLE OF CAMERA AND HARDWARE MAY VARY BY MANUFACTURER. EXISTING/PROPOSED SPAN WIRE SIGNAL POLE 360 DEGREE CAMERA VIDEO DETECTION CAMERA DETAIL MOUNTED ON A SPAN WIRE POLE TABLE OF PEDESTRIAN INDICATIONS ITEM NUMBER DESCRIPTION UNIT P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 TOTAL 680.5001 POLE EXCAVATION AND CONCRETE FOUNDATION CY - 1.1 1.1 1 1.1 1.1 1.1 1.1 1.1 - 1.1 8.8 680.6808 TRAFFIC SIGNAL POLE -BRACKET MOUNT 8 FEET MOUNTING HEIGHT EA - 1 1 - 1 1 1 1 1 - 1 8 680.8151 ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POST EA - 1 1 - 1 1 1 1 1 - 1 8 680.813103 PEDESTRIAN SIGNAL SECTION - TYPE I, 12 INCH EA - 2 2 - 2 2 2 2 2 - 2 16 680.813105 PEDESTRIAN SIGNAL MODULE - 12 INCH BI-MODAL,HAND/MAN SYMBOLS LED EA - 1 1 - 1 1 1 1 1 - 1 8 680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EA - 1 1 - 1 1 1 1 1 - 1 8 680.815001 PEDESTRIAN SIGNAL MODULE - 12 INCH COUNTDOWN TIMER, LED EA - 1 1 - 1 1 1 1 1 - 1 8 680.8223 BREAKAWAY TRANSFORMER BASE EA - 1 1 - 1 1 1 1 1 - 1 8 680.82250608 REMOVE AND DISPOSE PEDESTRIAN POLE AND FOUNDATION EA 1 - - 1 - - - - - 1 - 3 ESTIMATE OF CABLES ROUTE CABLE DESCRIPTION # OF CABLES 680.730514 680.731014 FROM THROUGH TO 5 C, 14 AWG 10 C, 14 AWG CONTROLLER S-5 SIGNAL HEAD A 14-05C-A-X/X 1 42 - CONTROLLER S-5 SIGNAL HEAD B 14-05C-B-X/X 1 54 - CONTROLLER S-5 SIGNAL HEAD C 14-10C-C-X/X 1 - 64 CONTROLLER S-5, C-25, PB -12, C-24, PB -11, C-20, PB -8, C-18, S-4 SIGNAL HEAD D 14-05C-D-X/X 1 200 - CONTROLLER S-5, C-25, PB -12, C-24, PB -11, C-20, PB -8, C-18, S-4 SIGNAL HEAD E 14-05C-E-X/X 1 208 - CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-7, PB -4, C-9, PB -6, C-11, S-2 SIGNAL HEAD F 14-05C-F-X/X 1 341 - CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-7, PB -4, C-9, PB -6, C-11, S-2 SIGNAL HEAD G 14-05C-G-X/X 1 351 - CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-7, PB -4, C-9, PB -6, C-11, S-2 SIGNAL HEAD H 14-10C-H-X/X 1 - 360 CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-2, S-1 SIGNAL HEAD I 14-10C-I-X/X 1 - 224 CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-2, S-1 SIGNAL HEAD J 14-05C J-X/X 1 238 - CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-1, P-2 PED P-2 - 1 184 - CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-5, P-3 PED P-3 - 1 177 - CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-30, PB -1, C-7, PB -4, C-8, P-5 PED P-5 - 1 253 - CONTROLLER S-51 C-25, PB -12, C-26, PB -14, C-3306, PB -1, C-7, PB -4, C-9, PB -6, C-13, PED P-6 - 1 324 - CONTROLLER S-5, C-25, PB -12, C-24, PB -11, C-20, PB -8, C-16, P-7 PED P-7 - 1 158 - CONTROLLER S-5, C-25, PB -12, C-24, PB -11, C-20, PB -8, C-17, P-8 PED P-8 - 1 152 - CONTROLLER S-5, C-25, PB -12, C-24, PB -11, C-22, P-9 PED P-9 - 1 76 - CONTROLLER S-5, C-25, PB -12, C-26, PB -14, C-29, P-11 PED P-11 - 1 72 - TOTAL 2830 648 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEERS SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. TABLE OF SIGNAL HEADS N Colliers 400 Columbus Avenue, H Suite 180E MODULES Valhalla, NY 10595 Engineering Phone: 914.347.7500 SECTION OLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPEARCHITECTURE, SURVEYING Q, P.C. O w m z z g z_ a Z N Z _OH- V V >a� z Z r twin m Z z r Z m� w0 Q Z z Q z rN� rvmQ viz Eng Uo= n0 LD O J 00 O DO O Q O Q O X O 7) N t o O Q O11� O O O m 0¢ O V V 00 m rb Q OO _1 o0 00 W W Lu 00 LLa- w C9 ILL. O O In O J O J O w O w 6 Q d 0 Q HEAD BRACKET FACE uo � u6 of � >w- Go r Go GO Go eo A 680.81230008 7 1 - 1 - 1 3 1 B 680,81230008 6 1 - 1 - 1 3 1 C 680.81230008 5 - 1 - 2 - 1 4 1 D 680.81230008 4 1 - 1 - 1 - 3 1 E 680.81230008 3 1 - 1 - 1 - 3 1 F 680.81230008 10 1 1 - 1 - 1 - 3 1 G 680.81230008 9 1 - 1 - 1 - 3 1 H 680.81230008 8 - 1 - 2 - 1 4 1 1 680.81240008 2 1 - 1 1 1 1 5 1 J 680.81230008 1 1 - 1 - 1 - 3 1 TOTAL (EACH) 8 2 8 5 8 3 34 10 APPROVED Resolution Number 13 Date ---T-u I I 17 an i 3 Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the Information contained herein Is authorized for use only by the parry for wham the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose withom the express written consent of Colliers Engineering & Des go PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF m EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTHS 5/ SURFACE ANYWHERE IN ANY STATE rmn ~helm CanMmrBIWdG FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS IXG]N UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N Colliers 400 Columbus Avenue, H Suite 180E 1 Valhalla, NY 10595 Engineering Phone: 914.347.7500 &Design OLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPEARCHITECTURE, SURVEYING Q, P.C. O m z >a� w z r Z m� w0 g i No Z O Ou z a w O0 N ` V V Z F N o v °o 7 Y T } V Z 2 Z Z u0 Q oi� or . O a a a § a m Z d < -r O a a a a M N r N N m v Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS IXG]N UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE: WESTCHESTER Colliers 400 Columbus Avenue, AS SHOWN Suite 180E 1 Valhalla, NY 10595 Engineering Phone: 914.347.7500 &Design OLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPEARCHITECTURE, SURVEYING Q, P.C. SCALE: DATE: DRAWN BY: CHECKED BV: AS SHOWN 1/8/23 1 R.G.D. PROJECT NUMBER:E: -TINGR-PLI 20006297A O-SGNL TRAFFIC SIGNAL PLAN NYS ROUTE 118 & UNDERHILL AVENUE (SIGNAL NO. W-213) TSP -04 NOTE: DO NOT SCALE DRAWINGS FOR 1L;ON5I ROC I ION. CHANN SI (SEE NOT TO SCALE TABLE 410-01: ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE A (FT.) BETWEEN SIGNS B (FT.) URBAN (i 30 MI 100 100 URBAN 05-40 MPH•) 200 200 URBAN Q45 MPH-) 350 350 RURAL 500 500 • PRECONSTRUCTION POSTED SPEED LIMIT 50'-100' TABLE 410-03: PROTECTIVE VEHICLE REQUIREMENTS t* <� EMD SPACE AND 44 z 45 MPH RAND ") : S 30 MPH +^t— 45 - 55 TAPER LENGTH: (FTJ/ • OF SKIP LINES/ S 40 q , uv Sr s o -ii WT -30 24x18 PRECONSTRUCTION r 50'-100' 48x24 WARNING FLAG QFTJ/ • OF SKIP LINES/ • CHANNELIZING DEVICES DOWNSTREAM -FREEWAY SIZES EXIST, SEE POSTED SPEED TAPER PNHTMIA �I I \ ', Y tM TO TRAFFIC OCCUPIES A LOCATION r. `CHANNELIZING LANE CLOSURE OR LIMIT (Mil 111 DEVICES LANE WIDTH IN FT. ENCROACHMENT -NO WORK VEHICLE SEE SEE ROLL AHEAD DISTANCE PVH+•TMIA NOTE 2 (LATERAL (SEE TABLE 410-04) -OTHER HAZARDS EXPOSED I- FOR SHOULDER WIDTH '" uy 10 ' s 4 FT. 5 - 7 FT. ➢I }Er s- 542 I 1 rm l 10 FT. 11 FT. r7 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 40/1/2 i 40/1/2 40/1/2 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 40/1/2 80/2/3 80/2/3 80/2/3 35 DETAIL 41OA: SEE NOTE 6 TABLE 410-03: PROTECTIVE VEHICLE REQUIREMENTS ROLL AHEAD DISTANCE fli OF SKIP LINES FOR VEHICLES <� TABLE 410-02: LONGITUDINAL BUFFER SPACE AND TAPER LENGTHS z 45 MPH 35 - 40 MPH S 30 MPH CLOSURE TYPE 45 - 55 TAPER LENGTH: (FTJ/ • OF SKIP LINES/ S 40 120/3 80/2 SHOULDER TAPER LENGTH: WT -30 24x18 PRECONSTRUCTION LONGITUDINAL • OF CHANNELIZING DEVICES 48x24 WARNING FLAG QFTJ/ • OF SKIP LINES/ • CHANNELIZING DEVICES OF -FREEWAY SIZES EXIST, SEE POSTED SPEED BUFFER SPACE PNHTMIA Pri4TMIA NOTE 2 tM TO TRAFFIC OCCUPIES A LOCATION r. LANE CLOSURE OR LIMIT (Mil DISTANCE (FT.I/ OF SKIP LINES FOR LANE WIDTH IN FT. ENCROACHMENT -NO WORK VEHICLE SEE SEE EXPOSED TO TRAFFIC PVH+•TMIA NOTE 2 (LATERAL SHIFT OF TRAFFIC FLOW PATH) -OTHER HAZARDS EXPOSED m FOR SHOULDER WIDTH '" TIE EQUIPMENT. MATERIALS) 10 11 12 s 4 FT. 5 - 7 FT. a FT. 9 FT. 10 FT. 11 FT. 12 FT. 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 40/1/2 40/1/2 40/1/2 40/1/2 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 40/1/2 80/2/3 80/2/3 80/2/3 35 250/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 80/2/3 80/2/3 80/2/3 80/2/3 40 305/8 1 280/7/8 320/8/9 320/6/9 40/1/2 80/2/3 80/2/3 80/2/3 120/3/4 120/3/4 120/3/41 45 360/9 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 120/3/4 120/3/4 120/3/4 160/4/5 50 425/11 1 520/13/14 560/14/15 600/15/16 BO/2/3 120/3/4 160/4/5 160/4/5 160/4/5 160/4/5 160/4/5 55 495/13 1 56DI14/15 600/15/16 680/17/18 60/2/3 120/3/4 160/4/5 160/4/5 160/4/5 200/5/6 200/5/6 TABLE 410-03: PROTECTIVE VEHICLE REQUIREMENTS ROLL AHEAD DISTANCE fli OF SKIP LINES FOR VEHICLES <� NON -FREEWAY PRECONSTRUCTION ROAD TYPE 8 SPEED z 45 MPH 35 - 40 MPH S 30 MPH CLOSURE TYPE 45 - 55 EXPOSURECONDITIONS S 40 120/3 80/2 48x48 WT -30 24x18 (SEE NOTE I) G20-1 76X18 48x24 WARNING FLAG WORKERS ON FOOT OR 18x18 -FREEWAY SIZES EXIST, SEE IF SPACE CONSTRAINTS 00 NOT WORK VEHICLE EXPOSED PNHTMIA Pri4TMIA NOTE 2 tM TO TRAFFIC OCCUPIES A LOCATION r. LANE CLOSURE OR -NO WORKERS ON FOOT all ENCROACHMENT -NO WORK VEHICLE SEE SEE EXPOSED TO TRAFFIC PVH+•TMIA NOTE 2 NOTE 2 -OTHER HAZARDS EXPOSED m '" TIE EQUIPMENT. MATERIALS) <°a WORKERS ON FOOT OR 2 SEE SEE PERIOD IIP TO 3 CONSECUTIVE WORK VEHICLE EXPOSED PVI IA NOTE 2 NOTE 2 SHOULDER CLOSURE TO TRAFFIC -NO WORKERS ON FOOT GAYS, OR NIGHTTIME WORK �of w OR ENCROACHMENT -NO WORK VEHICLE may"82 EXPOSED TO TRAFFIC SEE SEE SEE -OTHER HAZARDS EXPOSED NOTE 3 NOTE 2 NOTE 2 (IE EQUIPMENT, MATERIALS, FOR MORE THAN 1 HOUR EXCAVATION) "' LEGEND PVL - PROTECTIVE VEHICLE LIGHT (MINIMUM GROSS WEIGHT 9,500 LBS. OR GREATER) (SEE NOTE 5) PVN - PROTECTIVE VEHICLE HEAVY (MINIMUM GROSS WEIGHT 22,000 LBS. OR GREATER) TMIA - TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR NOTES I. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT, 2. EITHER A PROTECTIVE LIGHT ('VU OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03 O SHALL BE PROVIDED. 3. EITHER A PROTECTIVE LIGHT (PVL) OR THE STANDARD BUFFER SPACE (SEE TABLE OIl-03 SHALL BE PROVIDED. 4. TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS (TIAIA) SHALL NOT BE MOUNTEDANSTALLED ON VEHICLES WITH A GROSS VEHICLE WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REWIRED BY THE MANUFACTURER OF THE TMIA. 5. THE USE OF A PROTECTIVE VEHICLE LIGHT (Pril AS A SHADOW VEHICLE IS LIMITED TO NON -FREEWAY ROADWAYS WHERE THE POSTED SPEED LIMITS IS S 40 MPH UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. TABLE 410-04: ROLL AHEAD DISTANCE FOR PROTECTIVE VEHICLES ROLL AHEAD DISTANCE fli OF SKIP LINES FOR VEHICLES <� STATIONARY OPERATION PRECONSTRUCTION FREEWAY PROTECTIVE VEHICLES WEIGHING PROTECTIVE VEHICLES WEIGHING POSTED SPEED LVOT MPR) 48x24 9,500 TO 21,999 LBS. GVW 22,000 LBS. OR GREATER GVW 45 - 55 160/4 120/3 S 40 120/3 80/2 NOTEsr 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAN 1 HOUR. 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES. OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. 3. XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A SUPPLEMENTAL DISTANCE PLAQUE 117-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF THE FOLLOWING SITUATIONS: • MLLTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN •WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM THE W20-1 SIGN THE SUPPLEMENT SIGN W7 -3a SHALL INDICATE THE MAXIMUM ANTICIPATED DISTANCE BETWEEN THE 120-1 SIGN AND THE FARTHEST WORK LOCATION. 4. WHEN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FROM THE Wri SIGN, A G20-1 SIGN SHALL BE PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARTHEST WORK LOCATION, 5. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20' IN THE ACTIVE WORK SPACE. 6. CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800' AS SHOWN WHEN A PAVED SHOULDER HAVING A WIDTH OF B' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 8001. 7. THE PROTECTIVE VEHICLES) SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE, BE AN UNOCCUPIED TRUCK NOTES FOR NIGHTTIME OPERATIONS: Nt. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CGNTROL TRAFFIC SHALL BE RETROREFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE WITH 1107-05A. HIGH VISIBILITY APPAREL AT ALL TIMES. N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROTATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. HIS. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL 11 ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND CONCRETE PLACEMENT AND/CR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND 100 FEET BEHIND A PAVING OR MILLING MACHINE. NT LEVEL III PAVEMENT PATCHING )SHALLION AND R REPAIRS. PAVEMENT PROVIDED FOR STRUCTURAL INSTALLATION OF IGNAL EQUIPMENTORCRACK FILLING, OTHERELECTRICAL/MECHANICAJOINT L EQUIPMENT, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND EQUIPMENT. NB. ALL LIGHTING SHALL BE DESIGNED. INSTALLED, AND OPERATED TO 0010 GLARE THAT AFFECTS TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. 119. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS REWIRED FOR APPROVAL FROM THE DOT ENGINEER. NIO. SEE STANDARD SPECIFICATIONS 1619 FOR AODITONAL REQUIREMENTS AND CONSIDERATIONS. I FLAMERS SHALL USE A FLASHLIGHT WITH RED CLOW CONE/RED LED BATON FOR FLAGGING IN NONALLUMINATED FLAGGER STATIONS DURING NIGHTTIME OPERATIONS. G20-2 THIS SIGN SHALL BE LOCATED A MINIMUM DISTANCE OF 80 FT. AND MAXIMUM OF 400 FT. PAST THE ENO OF THE DOWNSTREAM TAPER UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. WT -3a (SEE NOTE 3) = G20-1 (SEE NOTE 4) PROTECTIVE VEHICLE EITHER PVH OR Pri)WORK AREA SEE TABLE 410-03 CHANNELIZING DEVICE: ' ARROW PANEL (SEE TABLE 410.05) (CAUTION MODE) REFER TO SHEET 2 OF 2 FOR ALL TABLES TABLE 410-05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK ZONES WORK ZONE PROVISIONS <� SIGN NON -FREEWAY FREEWAY MUTCD COMPLIANT CHANNELIZING 48x24 DEVICE 36x36 48x48 INTERMEDIATE-TERM 36x36 48x48 WT -30 24x18 31 G20-1 76X18 48x24 WARNING FLAG STATIONARY WORK ZONES INVOLVE WORK THAT 18x18 -FREEWAY SIZES EXIST, MAY BE USED ON NON -FREEWAY, IF SPACE CONSTRAINTS 00 NOT tM W OCCUPIES A LOCATION r. all FOR WORE THAN 1 DAYLIGHT Ib'. m '" <°a 2 PERIOD IIP TO 3 CONSECUTIVE w z z 5 GAYS, OR NIGHTTIME WORK �of w z may"82 THAT OCCUPIES A LOCATION w g x FOR MORE THAN 1 HOUR "' Z_' SHOULDER/MERGING/ 20 FT. • X O X SHIFTING TAPERS 40 FT. X X MARKING FOR2 N/A X X % 2 % 2 TRANSVERSE BUMPS) TRANSVERSE DEVICE WITHIN p ry a CLOSED TRAFFIC LANE 800 FT. X X X X X 0 AND/OR SHOULDER REMOVAL OF EXISTING 80 FT. O O GUIDE RAIL X 0 X X % X % 0 40 FT. > > NOTES: X= ALLOWED, BLANK = NOT ALLOWED. 0 = OPTIONAL • SEE NOTE 5 ON SHEET 1 OF 2. 1. - A TYPE 1 OBJECT MARKER MAY BE USED IN LIEU OF CHANNELIZING DEVICE. 2. - CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT, APPROVED Resolution Number 23 - 13 Date J L.1 131123 Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineenng & Design All Rights Reserved, This drawing and all the information contained herein is auti ri¢ed for use only by the party for wham the services were contracted or m whom it is certified, This drawing may not he copied, reused disclosed, cl Lied or relied upon for any other purpose without the express written consent of Caplets Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE INIAM GlYlnpll4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM TABLE 410-06: REQUIRED SIGN SIZES - SIGN NON -FREEWAY FREEWAY G20-2 36x18 48x24 W20-1 36x36 48x48 W21-5 36x36 48x48 WT -30 24x18 31 G20-1 76X18 48x24 WARNING FLAG IBX18 18x18 -FREEWAY SIZES EXIST, MAY BE USED ON NON -FREEWAY, IF SPACE CONSTRAINTS 00 NOT APPROVED Resolution Number 23 - 13 Date J L.1 131123 Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineenng & Design All Rights Reserved, This drawing and all the information contained herein is auti ri¢ed for use only by the party for wham the services were contracted or m whom it is certified, This drawing may not he copied, reused disclosed, cl Lied or relied upon for any other purpose without the express written consent of Caplets Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE INIAM GlYlnpll4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK a DRAWN BY: 400 Columbus Avenue, WWll1 Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGI LEERING &DESIGN, N ARCHITECTURE, rANDSCAPEARCHITECTURE, SURVEYING CT, P.C. m m 0 w z z u w z w g z uu O p ry a O O O 0 o 0 r > > Z z z z W W rr K D D N > > > w W W W m 1 4 z G > m 1O Q N � � a �n w N m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE: WESTCHESTER DRAWN BY: 400 Columbus Avenue, WWll1 Suite 180E M.J.A. Valhalla, NY 10595 Engineering Phone: 914.347.7500 & DesignCOLLIERS ENGI LEERING &DESIGN, ARCHITECTURE, rANDSCAPEARCHITECTURE, SURVEYING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D. PROTECT NUMBER, DRAWING NAME: 20006297A R -PLT I-WZTC TWO-LANE TWO-WAY ROADWAY SHOULDER CLOSURE NUMBER: WZTC-01 NOTE: DO NOT 511 DRAWINGS FOR GON51 NUG I III RIJAa, W Xx -C (SEE TABLE 407 ON xz NIGHTTIME WORK) ONE LANE , , ROAD YY D (SEE TABLE 407-01)'.! JX ° - - I I A ISEE TABLE 407-01) ric 4 R ' •` 100' MINIMUM (15-2.5 SKIP 501-100, LINES) FLAGGER TION zoo, - 300' 2S SKIP LINES) BUFFER SPACE (SEE TABLE 407-02) 80'-120' (2-3 SKIP LINES) 100' MIN 1 (1.5-2.5 SKIP L ES) ___�A (SEE TABLE 407-01) SEE NOTE 8 (SEE TABLE 407-01) C (SEE TABLE 407-01) NOT TO SCALE 407A: REQUIRED SETUP TABLE 407-01: ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS ROAD TYPE A ITT.)B (FT]TC (FT.) ENO URBAN (5 30 MPH•) too IDO 100 AHEAD AHEAD ROAD WORK ROAD AHEAD AHEAD URBAN (A 45 MPH•) 350 350 350 WORK C ISEE TABLE 407-01 XX RURAL 500 500 500 1500 FT. 1000 FT. AND NOTES ON 305/8 45 360/9 NIGHTTIME WORK), ;4 p 11 ONE LANE ROAD - - - �>N x �sccN4••;;� YY NE II Y PVH+TMIA B (SEE TABLE 407-01) fi i(� OCCUPIES A LOCATION TO TRAFFIC IS LANE CLOSURE OR 4 rlt 6 '� ENCROACHMENT dN i W U SEE NOTE 9 A (SEE TABLE 407-011 ric 4 R ' •` 100' MINIMUM (15-2.5 SKIP 501-100, LINES) FLAGGER TION zoo, - 300' 2S SKIP LINES) BUFFER SPACE (SEE TABLE 407-02) 80'-120' (2-3 SKIP LINES) 100' MIN 1 (1.5-2.5 SKIP L ES) ___�A (SEE TABLE 407-01) SEE NOTE 8 (SEE TABLE 407-01) C (SEE TABLE 407-01) NOT TO SCALE 407A: REQUIRED SETUP TABLE 407-01: ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS ROAD TYPE A ITT.)B (FT]TC (FT.) SIGN LEGEND x% I YY URBAN (5 30 MPH•) too IDO 100 AHEAD AHEAD URBAN 45-40 MPH•1 200 200 200 AHEAD AHEAD URBAN (A 45 MPH•) 350 350 350 1000 FT. AHEAD RURAL 500 500 500 1500 FT. 1000 FT. • PRECONSTRUCTION POSTED SPEED LIMIT 305/8 45 TABLE 407-02: LONGITUDINAL BUFFER SPACE PRECONSTRUCTION LONGITUDINAL POSTED SPEED BUFFER SPACE LIMIT DMPP) DISTANCE PTJ/ CHANNELIZING • OF SKIP LINES 25 155/4 30 200/5 35 250/6 40- 305/8 45 360/9 50 425/11 55 495/13 TABLE 407-03: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK ZONES WORK ZONE PROVISIONS SIZES* SIGN NON -FREEWAY FREEWAY MUTCD COMPLIANT CHANNELIZING 4Bx24 DEVICE 3606 4Bx48 INTERMEDIATE-TERM 36x36 4Bx48 W20-4 3Gx36 48x48 W20-7 3646 48x4B WARNING FLAG 18x18 1AX1B _____. .. •FREEWAY SIZES MAY BE USED ON NON -FREEWAY, IF SPACE CONSTRAINTS DO NOT EXIST. STATIONARY WORK ZONES INVOLVE WORK THAT m WORKERS ON FOOT OR SEE WORK VEHICLE EXPOSED PVH+TMIA PVL+TMIA 9 OCCUPIES A LOCATION TO TRAFFIC IS LANE CLOSURE OR 4 6 '� ENCROACHMENT -NO WORK VEHICLE Qr SEE SEE F5 EXPOSED TO TRAFFIC PVH+TMIA Q NOTE 2 -OTHER HAZARDS EXPOSED FOR MORE THAN 1 DAYLIGHT PERIOD UP TO 3 CONSECUTIVE w F- DE EQUIPMENT, MATERIALS) }3S WORKERS ON FOOT OR SEE SEE WORK VEHICLE EXPOSED PVH+TMA NOTE 2 NDTE 2 SHOULDER CLOSURE TO TRAFFIC DAYS, OR NIGHTTIME WORK 496- w z OR ENCROACHMENT -ND WORK VEHICLE THAT OCCUPIES A LOCATION 5z SEE SEE SEE -OTHER HAZARDS EXPOSED NOTE 3 NOTE 2 NOTE 2 FOR MORE THAN 1 HOUR EXCAVATION) LEGEND SHOULDER/MERGING/ '20 FT. • X TMIA - TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR NOTES 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT. X 011-03 SHIFTING TAPERS 40 FT. 3( ON VEHICLES WITH A GROSS VEHICLE WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE MANUFACTURER OF THE TMIA. 4. THE USE OF A PROTECTIVE VEHICLE LIGHT PVL) AS A SHADOW VEHICLE IS LIMITED TO NON -FREEWAY ROADWAYS WHERE THE POSTED SPEED LIMITS IS 1 40 MPH UNLESS X OTHERWISE AUTHORIZED BY THE ENGINEER. MARKING FOR I N/A X2 X2 X2 TRANSVERSE BUMP$ N TRANSVERSE DEVICE WITHIN N N CLOSED TRAFFIC LANE 800 FT. X X X X X 0 AND/OR SHOULDER REMOVAL OF EXISTING BO FT. O GUIDE RAIL X 0 X X % X X 0 s- 40 FT. i z NOTES: X= ALLOWED, BLANK = NOT ALLOWED. 0 - OPTIONAL • SEE NOTE 4 ON SHEET I OF 2. I.- A TYPE I OBJECT MARKER MAY BE USED IN LIEU OF CHANNELIZING DEVICE. 2. - CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. TABLE 40T-04: REQUIRED SIGN SIZES* SIGN NON -FREEWAY FREEWAY G20-2 36xT8 4Bx24 W3-4 3606 4Bx48 W20-1 36x36 4Bx48 W20-4 3Gx36 48x48 W20-7 3646 48x4B WARNING FLAG 18x18 1AX1B _____. .. •FREEWAY SIZES MAY BE USED ON NON -FREEWAY, IF SPACE CONSTRAINTS DO NOT EXIST. 50'-100' (1.5-25 $KIP LINES) 100' MIN ENO "Al T SEE NOTE 9 100' MINIMUM r r a"� zA a4r r r 'vi Yr�rt 50'-100' (i.5-2.5 SKIP LINES) SEE NOTE 9 SEE TABLE 4078-02 BUFFER SPACE (SEE TABLE 407-02) 80'-120' (2-3 SKIP LINES) A (SEE TABLE 407-01) B ISEE TABLE 407.01) C ISEE TABLE 407-011 3078: OPTIONAL SETUP WITH PROTECTIVE VEHICLE (SEE NOTE 6) TABLE 401 PROTECTIVE VEHICLE REQUIREMENTS ROLL AHEAD DISTANCE di OF SKIP LINES FOR VEHICLES STATIONARY OPERATION NON -FREEWAY POSTED SPEED LIMIT OMPH) ROAD TYPE N SPEED 145 MPH 35 - 40 MPH 5 30 MPH CLOSURE TYPE 45 - 55 EXPOSURE CONDITIONS 120/3 s40 120/3 80/2 (SEE NOTE 1) m WORKERS ON FOOT OR SEE WORK VEHICLE EXPOSED PVH+TMIA PVL+TMIA NOTE 2 TO TRAFFIC LANE CLOSURE OR -NO WORKERS ON FOOT ENCROACHMENT -NO WORK VEHICLE 0 SEE SEE EXPOSED TO TRAFFIC PVH+TMIA NOTE 2 NOTE 2 -OTHER HAZARDS EXPOSED w F- DE EQUIPMENT, MATERIALS) WORKERS ON FOOT OR SEE SEE WORK VEHICLE EXPOSED PVH+TMA NOTE 2 NDTE 2 SHOULDER CLOSURE TO TRAFFIC -NO WORKERS ON FOOT w z OR ENCROACHMENT -ND WORK VEHICLE EXPOSED TO TRAFFIC SEE SEE SEE -OTHER HAZARDS EXPOSED NOTE 3 NOTE 2 NOTE 2 BE EQUIPMENT. MATERIALS, EXCAVATION) LEGEND PVL - PROTECTIVE VEHICLE LIGHT WINIMUM GROSS WEIGHT 9,500 LBS. OR GREATER) (SEE NOTE 4) PVH - PROTECTIVE VEHICLE HEAVY QBNIMUM GROSS WEIGHT 22,000 LBS. OR GREATER) U TMIA - TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR NOTES 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT. 2. EITHER A PROTECTIVE LIGHT PVL) OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03 SHALL BE PROVIDED. 3. TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS (TMIA) SHALL NOT BE MOUNTEDANSTALLED ON VEHICLES WITH A GROSS VEHICLE WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE MANUFACTURER OF THE TMIA. 4. THE USE OF A PROTECTIVE VEHICLE LIGHT PVL) AS A SHADOW VEHICLE IS LIMITED TO NON -FREEWAY ROADWAYS WHERE THE POSTED SPEED LIMITS IS 1 40 MPH UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. TABLE 4078-02: ROLL AHEAD DISTANCE FOR PROTECTIVE VEHICLES ROLL AHEAD DISTANCE di OF SKIP LINES FOR VEHICLES STATIONARY OPERATION PRECONSTRUCTION POSTED SPEED LIMIT OMPH) PROTECTIVE VEHICLES WEIGHING PROTECTIVE VEHICLES WEIGHING 9,500 TO 21,999 LBS. GVW 22,000 LBS. OR GREATER GVW 45 - 55 160/4 120/3 s40 120/3 80/2 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW, ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. DE PREPARED W3-4 0 STOP (SEE NOTE 5) END THIS SIGN SHALL BE LOCATED A ROAD WORK G20-2 MINIMUM DISTANCE OF 00 FT. AND MAXIMUM OF 400 FT. PAST THE END OF THE DOWNSTREAM TAPER ROAD WORN W20-1 xx PROTECTIVE VEHICLE (EITHER PVH OR PVL) SEE TABLE 401 NYR9 11 uo-a WY 401 mlX zwrz (SEE NOTE 101 Mti7E WORK AREA FLAGGER M� CHANNELIZING DEVICE (SEE TABLE 407-03) REFER TO SHEET 2 OF 2 FOR TABLES AND NOTES Ni 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAN 1 HOUR. 2. WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A WORK ZONE TRAFFIC CONTROL AREA. ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES AND/DR FLAGGERS SHALL BE PLACED AS NEEDED. ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK SPACE. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TIME. 3. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20' IN THE ACTIVE WORK SPACE. 4. CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800' AS SHOWN WHEN A PAVED SHOULDER HAVING A WIDTH OF 0' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 800'. 5. IF THE TRAFFIC IS EXPECTED TO QUEUE PAST THE W20-4 SIGN, A 113-4 SIGN SHOULD BE ADDED HALFWAY BETWEEN THE W20-4 AND W20-1 SIGNS. 6. IF CONDITION WARRANTS, PROTECTIVE VEHICLE WITH APPROPRIATE ROLL AHEAD DISTANCE MAY BE USED IN ADVANCE OF THE WORK AREA. TO USE PROTECTIVE VEHICLE, BUFFER SPACE SHALL BE PROVIDED ACCDRDINGLY, AND THE WHEELS SHALL BE ALIGNED WITH THE LANE STRIPING. 7. FLAGGER SIGN (W20 -7a1 AND ONE LANE ROAD AHEAD SIGN (W20-4) SHALL BE REMOVED. COVERED OR TURNED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT OCCURRING. 8. ALL FLAGGERS SHALL USE 24" WIN.) OCTAGON SHAPED STOP/SLOW PADDLES HAVING 6' STAFF. THE PADDLE IS THE PREFERRED DEVICE, BUT THE FLAG MAY BE USED AT INTERSECTIONS WHERE THE STOP/SLOW PADDLE WOULD OFFER CONTRADICTING INFORMATION TO DRIVERS TRAVELING IN OPPOSITE DIRECTIONS/LEGS OF THE INTERSECTION DR DURING INCIDENT MANAGEMENT SITUATIONS. 9. CENTERLINE CONES MAY BE ADDED TO ENHANCE THE VISIBILITY OF THE FLAGGER STATION. IF CONES ARE USED, PLACE THEM 100 FT. ODNIMUM) FROM FLAGGER. 10. THE NYS-11 SIGN IS RECOMMENDED. WHEN USED, IT SHALL BE PLACED IN ADVANCE OF THE FIRST ADVANCE WARNING SIGN, THE PLACEMENT DISTANCE SHALL BE IDOD' FOR POSTED SPEED LIMITS OF 45 MPH OR HIGHER, AND 300' - 500' FOR POSTED SPEED LIMITS OF LESS THAN 45 MPH. NOTES FOR NIGHTTIME OPERATIONS: 41. WORK OCCURRING AFTER SUNSET AND BEFDRE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS, N2. ALL SIGNS, STOP / SLOW PADDLES AND RED FLAGS USED TO WARN / ALERT / CONTROL TRAFFIC SHALL BE RETROREFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMET AND NIGHTTIME APPAREL IN ACCORDANCE WITH y107 -OSA. HIGH VISIBILITY APPAREL AT ALL TIMES. N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROTATING AMBER BEACONS AT ALL TIMES. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONSJNCLWING BRIDGE DECKS, 50 FEET AHEAD OF AND 100 FEET BEHIND A PAVING OR MILLING MACHINE. N7, LEVEL III ILLWINATIDN SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER ELECTRICAL/MECHANICAL, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND EQUIPMENT. NO. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON THE ROADWAY DR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS REQUIRED FOR APPROVAL FROM THE DDT ENGINEER. N10. SEE STANDARD SPECIFICATIONS y619 FOR ADDITIONAL REQUIREMENTS AND CONSIDERATIONS. NII. FLAGGERS SHALL USE A FLASHLIGHT WITH A RED GLOW CONE/RED LED BATON FOR FLAGGING IN NON -ILLUMINATED FLAGGER STATIONS DURING NIGHTTIME OPERATIONS. APPROVED Resolution Number Date u I I t 20 z 3 Colliers Engineering & Design www.colliersengineering.com Copyright 0 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the Informallon contained herein Is authorized for use only by the parry for whom the services were contacted or whom It Is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Cal liers Eniineerine& Dr i I PROTECT YOURSELF ALLSTATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, ORANY PERSON PRE PARI NG TO D ISTU RB TH E EARTH'S / SURFACEANYWHERE IN ANYSTATE WYMwWwWIW FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW,CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK Colliers Engineering & Design WESTCHESTER 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Phone: 914.347.7500 COLLIERS ENGINEERING & DESIGN, ARCHrITUURE, UNDSCAPE ARCHITECTJRE. SORVEVING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D, PROJECT NUMBER: DRAWING NAME: 20006297A R-PLI I-WZTC TWO-LANE TWO-WAY ROADWAY LANE CLOSURE WITH FLAGGERS NUMBER: WZTC-02 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. ry m m 0 w F- U w z I U O � N N C, N N O O O ❑ 0 0 s- r i z z z z 0 a rr a a a a a O ❑ ❑ U N> > > C) ¢ m z ¢ o ¢ f+1 N ° a a N nl K Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK Colliers Engineering & Design WESTCHESTER 400 Columbus Avenue, Suite 180E Valhalla, NY 10595 Phone: 914.347.7500 COLLIERS ENGINEERING & DESIGN, ARCHrITUURE, UNDSCAPE ARCHITECTJRE. SORVEVING CT, P.C. SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1/8/23 M.J.A. R.G.D, PROJECT NUMBER: DRAWING NAME: 20006297A R-PLI I-WZTC TWO-LANE TWO-WAY ROADWAY LANE CLOSURE WITH FLAGGERS NUMBER: WZTC-02 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. TABLE 421-01: ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE A FT.) TO BETWEEN (FT)C SIGNS FLI SIGN LEGEND XX YY URBAN 11 30 MPH•1 100 100 1 100 AHEAD AHEAD URBAN f35-40. WHO 200 200 200 AHEAD AHEAD URBAN (245 MPH-) 350 350 350 DDO FT. AHEAD RURAL 500 500 500 1500 FT. 1000 FT. • PRECDNSTRUCTION POSTED SPEED LIMIT TABLE 421-02: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK ZONES WORK ZONE PROVISIONS SI w SIGN NON -FREEWAY FREEWAY MUTCD COMPLIANT CHANNELIZING 48x48 DEVICE 36x36 48x48 INTERMEDIATE-TERM 3646 48x48 G20-2 36x18 48x24 WARNING FLAG ]axle 18x18 -FREEWAY SIZES MAY BE USED ON NON -FREEWAY, IF SPACE CONSTRAINTS 00 NOT EXIST. STATIONARY WORK ZONES m INVOLVE WORK THAT sso ,-� OCCUPIES A LOCATION Z `8's SE i FOR MORE THAN 1 DAYLIGHT > 3 ® + : S m PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK a� g !9 SE THAT OCCUPIES A LOCATION U w 7 F5 q FOR MORE THAN 1 HOUR Lis � ,n SHOULOERMERGING/ 20 FT. • - X X SHIFTING TAPERS z Or O 40 FT. X u X MARKING FORI TRANSVERSE N/A X2 X2 X2 BUMPS � N TRANSVERSE DEVICE WITHIN O CLOSED TRAFFIC LANE 80D FT. X N X X X X 0 AND/OR SHOULDER REMOVAL OF EXISTING 80 FT. O O GUIDE RAIL X % X % X X 0 40 FT. i i NOTES, X= ALLOWED, BLANK = NOT ALLOWED, 0 = OPTIONAL • SEE NOTE 3 ON SHEET I OF 2. I.- A TYPE 1 OBJECT MARKER MAY BE USED IN LIEU OF CHANNELIZING DEVICE. 2. - CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THEN EW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. NOTES: 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTIING MORE THAN i HOUR. 2. AT SIGNALIZED INTERSECTIONS, SIGNALS SHALL BE TURNED OFF FOR ANY FLAGGING OPERATIONS, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. 3. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20' IN THE ACTIVE WORK SPACE. 4. PROTECTIVE VEHICLES WITH APPROPRIATE ROLL AHEAD DISTANCE MAY BE USED IN ADVANCE OF THE WORK AREA IF DEEMED NECESSARY BY THE DOT ENGINEER OR THEIR DESIGNEE. TO USE PROTECTIVE VEHICLE, STANDARD BUFFER SPACE AND APPROPRIATE RDLL AHEAD DISTANCE SHALL BE PROVIDED IN ACCORDANCE WITH TABLES 011-03 AND 011-04 ON 619-011. 5. IF THE TRAFFIC IS EXPECTED TO QUEUE PAST THE W20-4 SIGN, A 113-4 SIGN SHOULD BE ADDED HALFWAY BETWEEN THE W20-4 AND W20-1 SIGNS. 6. FLAGGER SIGN (W20-iO) AND ONE LANE ROAD AHEAD SIGN 01 SHALL BE REMOVED, COVERED OR TURNED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT OCCURRING. 7. ALL FLAGGERS SHALL USE 24" (MIN.) OCTAGON SHAPED STOP/SLOW PADDLES HAVING 6' STAFF. THE PADDLE IS THE PREFERRED DEVICE. BUT THE FLAG MAY BE USED AT INTERSECTIONS WHERE THE STOP/SLOW PADDLE WOULD OFFER CONTRADICTING INFORMATION TO DRIVERS TRAVELING IN OPPOSITE DIRECTIONS/LEGS OF THE INTERSECTION OR DARING INCIDENT MANAGEMENT SITUATIONS. e. ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK AREA. CHANNELIZING DEVICE (SEE TABLE 421-02) 9' CENTERLINE CDINESTHEM MAY BEOADDED TOFT. ENHANCEFROTHE VISI ILITY OF THE FLAGGER STATION. IF CONES ARE USED, 10. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TIME. TYPE III BARRICADE 11. THE NYR9-11 SIGN IS RECOMMENDED. WHEN USED, IT SHALL BE PLACED IN ADVANCE OF THE FIRST ADVANCE WARNING SIGN, THE PLACEMENT DISTANCE SHALL BE 1000' FOR POSTED SPEED LIMITS OF 45 MPH OR HIGHER, AND 300' - 500' FOR POSTED SPEED LIMITS OF LESS THAN 45 MPH, 12. WHERE DIRECTED BY THE ENGINEER. A BUFFER SPACE SHALL BE PROVIDED IN ORDER TO LOCATE THE ONE -LANE, TWO-WAY TRAFFIC TAPER PRIOR TO ANY HORIZONTAL OR VERTICAL CURVE, IN ORDER TO "per° NYR9-11 PROVIDE ADEQUATE SIGHT DISTANCE FOR THE FLAGGERS AND/ORA QUEUE OF STOPPED VEHICLES. (SEE NOTE 11) m •e NOTES FOR NIGHTTIME OPERATIONS: N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. BE N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTRDL TRAFFIC SHALL BE RETROREFLECTIVE. PR�PAREO W3-4 O $TOP (SEE NOTE 5) N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMET AND NIGHTTIME APPAREL IN ACCORDANCE WITH y107 -OSA. HIGH VISIBILITY APPAREL AT ALL TIMES. N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROTATING AMBER BEACONS ORFLASHING LED BEACON AT ALL TIMES. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. s (SEE NOTE 61 N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND SEE NCONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND 100 FEET BEHIND A PAVING OR MILLING MACHINE. N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER ELECTRICAL/MECHANICAL, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND ROAD EQUIPMENT. WORKW20-1 NO. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS XX TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. NO. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS REQUIRED FOR APPROVAL FROM THE 007 ENGINEER. KID. SEE STANDARD SPECIFICATIONS y619 FOR ADDITIONAL REQUIREMENTS AND CONSIDERATIONS. ONE LA W20-4 NIL FLAGGERS SHALL USE A FLASHLIGHT WITH RED CLOW CONE/RED LED BATON FOR FLAGGING IN AOAO (SEE NOTE 6) NOWILLIUMINATED FLAGGER STATIONS DURING NIGHTTIME OPERATIONS. YY REFER TO SHEET 2 OF 2 FOR ALL TABLES END THIS SIGN SHALL BE LOCATED A MINIMUM f� 'INEWYORK ROAD WORK C20-2 DISTANCE OF 00 FT. AND MAXIMUM OF 400 FT. S'A F Department of PAST THE END OF THE DOWNSTREAM TAPER OPPORTUNITY. T.... n....h-.�i.... WORK AREA FLAGGER "PROVED Resolution Number -2-3 -13 Date _,TLA I'I 7�Z3 Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the Information contained herein Isaulhoriced for use only hythe party Mor wham the services were contracted or to whom It Is rerlined, This drawing may not he copied, reused, dlsdosed, distributed or relied door for any other purpose without the express writ consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE r•� .. bd a &Ab mmft FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM TABLE 421-03: REQUIRED SIGN SIZES* SIGN NON -FREEWAY FREEWAY W20-1 _ 3606 48x48 W20-4 36x36 48x48 W20 -TA 3646 48x48 G20-2 36x18 48x24 WARNING FLAG ]axle 18x18 -FREEWAY SIZES MAY BE USED ON NON -FREEWAY, IF SPACE CONSTRAINTS 00 NOT EXIST. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYOR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THEN EW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S ORIGINAL WORK AND OPINION. NOTES: 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTIING MORE THAN i HOUR. 2. AT SIGNALIZED INTERSECTIONS, SIGNALS SHALL BE TURNED OFF FOR ANY FLAGGING OPERATIONS, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. 3. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20' IN THE ACTIVE WORK SPACE. 4. PROTECTIVE VEHICLES WITH APPROPRIATE ROLL AHEAD DISTANCE MAY BE USED IN ADVANCE OF THE WORK AREA IF DEEMED NECESSARY BY THE DOT ENGINEER OR THEIR DESIGNEE. TO USE PROTECTIVE VEHICLE, STANDARD BUFFER SPACE AND APPROPRIATE RDLL AHEAD DISTANCE SHALL BE PROVIDED IN ACCORDANCE WITH TABLES 011-03 AND 011-04 ON 619-011. 5. IF THE TRAFFIC IS EXPECTED TO QUEUE PAST THE W20-4 SIGN, A 113-4 SIGN SHOULD BE ADDED HALFWAY BETWEEN THE W20-4 AND W20-1 SIGNS. 6. FLAGGER SIGN (W20-iO) AND ONE LANE ROAD AHEAD SIGN 01 SHALL BE REMOVED, COVERED OR TURNED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT OCCURRING. 7. ALL FLAGGERS SHALL USE 24" (MIN.) OCTAGON SHAPED STOP/SLOW PADDLES HAVING 6' STAFF. THE PADDLE IS THE PREFERRED DEVICE. BUT THE FLAG MAY BE USED AT INTERSECTIONS WHERE THE STOP/SLOW PADDLE WOULD OFFER CONTRADICTING INFORMATION TO DRIVERS TRAVELING IN OPPOSITE DIRECTIONS/LEGS OF THE INTERSECTION OR DARING INCIDENT MANAGEMENT SITUATIONS. e. ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK AREA. CHANNELIZING DEVICE (SEE TABLE 421-02) 9' CENTERLINE CDINESTHEM MAY BEOADDED TOFT. ENHANCEFROTHE VISI ILITY OF THE FLAGGER STATION. IF CONES ARE USED, 10. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TIME. TYPE III BARRICADE 11. THE NYR9-11 SIGN IS RECOMMENDED. WHEN USED, IT SHALL BE PLACED IN ADVANCE OF THE FIRST ADVANCE WARNING SIGN, THE PLACEMENT DISTANCE SHALL BE 1000' FOR POSTED SPEED LIMITS OF 45 MPH OR HIGHER, AND 300' - 500' FOR POSTED SPEED LIMITS OF LESS THAN 45 MPH, 12. WHERE DIRECTED BY THE ENGINEER. A BUFFER SPACE SHALL BE PROVIDED IN ORDER TO LOCATE THE ONE -LANE, TWO-WAY TRAFFIC TAPER PRIOR TO ANY HORIZONTAL OR VERTICAL CURVE, IN ORDER TO "per° NYR9-11 PROVIDE ADEQUATE SIGHT DISTANCE FOR THE FLAGGERS AND/ORA QUEUE OF STOPPED VEHICLES. (SEE NOTE 11) m •e NOTES FOR NIGHTTIME OPERATIONS: N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. BE N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTRDL TRAFFIC SHALL BE RETROREFLECTIVE. PR�PAREO W3-4 O $TOP (SEE NOTE 5) N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMET AND NIGHTTIME APPAREL IN ACCORDANCE WITH y107 -OSA. HIGH VISIBILITY APPAREL AT ALL TIMES. N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROTATING AMBER BEACONS ORFLASHING LED BEACON AT ALL TIMES. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. s (SEE NOTE 61 N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND SEE NCONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND 100 FEET BEHIND A PAVING OR MILLING MACHINE. N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER ELECTRICAL/MECHANICAL, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND ROAD EQUIPMENT. WORKW20-1 NO. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS XX TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. NO. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS REQUIRED FOR APPROVAL FROM THE 007 ENGINEER. KID. SEE STANDARD SPECIFICATIONS y619 FOR ADDITIONAL REQUIREMENTS AND CONSIDERATIONS. ONE LA W20-4 NIL FLAGGERS SHALL USE A FLASHLIGHT WITH RED CLOW CONE/RED LED BATON FOR FLAGGING IN AOAO (SEE NOTE 6) NOWILLIUMINATED FLAGGER STATIONS DURING NIGHTTIME OPERATIONS. YY REFER TO SHEET 2 OF 2 FOR ALL TABLES END THIS SIGN SHALL BE LOCATED A MINIMUM f� 'INEWYORK ROAD WORK C20-2 DISTANCE OF 00 FT. AND MAXIMUM OF 400 FT. S'A F Department of PAST THE END OF THE DOWNSTREAM TAPER OPPORTUNITY. T.... n....h-.�i.... WORK AREA FLAGGER "PROVED Resolution Number -2-3 -13 Date _,TLA I'I 7�Z3 Colliers Engineering & Design www.colliersengineering.com Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the Information contained herein Isaulhoriced for use only hythe party Mor wham the services were contracted or to whom It Is rerlined, This drawing may not he copied, reused, dlsdosed, distributed or relied door for any other purpose without the express writ consent of Colliers Engineering & Design. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON 1 PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE r•� .. bd a &Ab mmft FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK N ��CIS400 Columbus Avenue, ill Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design OLUERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPE ARCH ITECfURf, SURVEYING Ci P.C. m m O > U w z Lis � g g z Or O w v u � N O V O N O O O i i i z z z z rr rr z F a w w a a a U 0 0 0 NHE I on w > > > it Se Se m z 0 w N N N Q m ry v w N m Philip John Grealy NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 059858-1 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 PRELIMINARY HIGHWAY IMPROVEMENT PLANS FOR UNDERHILL AVENUE IMPROVEMENTS (SEAR # 22-092) NYS ROUTE 118 (S.H.148) AT UNDERHILL AVENUE TOWN OF YORKTOWN WESTCHESTER COUNTY NEW YORK SCALE: I DATE: I DRAWN BY: I CHECKED BY: AS SHOWN 1 1/8/23 1 M.J.A. I R.G.D. a NUMBER: DRAWING PRoI 0006297A IR -PLM 1-WZTCE TWO-LANE TWO-WAY ROADWAY FLAGGING PERATION AT INTERSECTIO SHEET NUMBER: WZTC-03 NnTFe nn NOT grail F nRAwiri FAR WESTCHESTER ��CIS400 Columbus Avenue, ill Suite 180E Valhalla, NY 10595 Engineering Phone: 914.347.7500 & Design OLUERS ENGINEERING&DESIGN, ARCHITECTURE, LANDSCAPE ARCH ITECfURf, SURVEYING Ci P.C. SCALE: I DATE: I DRAWN BY: I CHECKED BY: AS SHOWN 1 1/8/23 1 M.J.A. I R.G.D. a NUMBER: DRAWING PRoI 0006297A IR -PLM 1-WZTCE TWO-LANE TWO-WAY ROADWAY FLAGGING PERATION AT INTERSECTIO SHEET NUMBER: WZTC-03 NnTFe nn NOT grail F nRAwiri FAR