TOWN OF WINCHESTER 9 0 1 2 0 0 0 A, 28 ROADWAY IMPROVEMENTS M - 7 N 2 9 O ) m T 1 S 0o O 3c 05, B FAX: (sign. E 3 10 de T 9e SUI 9-9ool MAIN STREET AT HIGHLAND AVENUE ET, 7) 61ww.t E 1w R 6 ST E: ( R N E O V H LI P O 2 N A D RI E E H C L S R CI R N Y A W R E N G INDEX OBU EST H SE TM IR E E T SWANTON STREET ET UE DWG NO. SHEET NO. DESCRIPTION H RE N W C T S E G.01 1 TITLE SHEET & INDEX N MA N V G.02 2 LEGEND & ABBREVIATIONS WI IN TO ALL WORK SHALL CONFORM TO THESE PLANS, THE MASSACHUSETTS A S G DEPARTMENT OF TRANSPORTATION (MASSDOT) STANDARD SPECIFICATIONS TS.01 3 TYPICAL SECTIONS TR IN FOR HIGHWAYS AND BRIDGES DATED 1988, THE MASSDOT SUPPLEMENTAL D E H E.01 4 EXISTING CONDITIONS E S SPECIFICATIONS DATED JUNE 15, 2012, THE MASSDOT INTERIM N A T A W SUPPLEMENTAL SPECIFICATIONS DATE OCTOBER 17, 2014, THE MASSDOT A M C.01 5 CONSTRUCTION PLAN 2016 CONSTRUCTION STANDARD DETAILS, THE MASSDOT 1968 STANDARD L , CT.01 6 CURB TIE PLAN DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, THE MANUAL ON H R WILDWOOD E UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2009 G G.01 7 GRADING PLAN CEMETARY T EDITION, AND ALL INTERIM REVISIONS PUBLISHED BY FEDERAL HIGHWAY I PM.01 8 TRAFFIC SIGN & PAVEMENT MARKING PLAN H S ADMINISTRATION. E CD.01 9 CONSTRUCTION DETAILS T H T CD.02 10 WHEELCHAIR RAMP DETAILS R E E A C T D S T N CS.01 11 CRITICAL CROSS SECTIONS L D W O O WINCCEHNETESRTER E WI W I E R T S N C A I M M A B A R I M I N D S G T E B R S A C E TRE ON S ET E T R T E E T PREPARED: CBK E U CHECKED: ELG N E V T A DATE E M E D R AI N 1302020 T N S A E S L V T H O R G REV 1 - R E G E HI T REV. 2 - REV. 3 - SHEET NAME PROJECT LOCATION TITLE SHEET MAIN STREET AT AND INDEX HIGHLAND AVENUE DRAWING NUMBER G.01 LOCUS PLAN 1"=250' SHEET NUMBER 1 11 FINAL DESIGN OF GENERAL SYMBOLS ABBREVIATIONS ABBREVIATIONS (cont.) PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION GENERAL GENERAL EXISTING PROPOSED DESCRIPTION JB JERSEY BARRIER AADT ANNUAL AVERAGE DAILY TRAFFIC PRC POINT OF REVERSE CURVATURE CB CATCH BASIN ABAN ABANDON PROJ PROJECT PAVEMENT ARROW - WHITE 9 0 ADJ ADJUST PROP PROPOSED 1 CATCH BASIN CURB INLET ONLY 2 0 FP FLAG POLE APPROX. APPROXIMATE PSB PLANTABLE SOIL BORROW LEGEND "ONLY" - WHITE A, 0 280 GP GAS PUMP AA.CCC.M PIPE AASSPPHHAALLTT CCOONATCERDE TCEORRUGATED PPTVC PPOOIINNTT OOFF TVAENRGTIECNACLY CURVATURE SL STOP LINE TON M 1) 927-m MB MAIL BOX METAL PIPE CW CROSSWALK S 0o PPOOSSTT SCQIRUCAURLEAR BBICT. BBIOTTUTMOINMO OUFS CURB PPVVIT PPOOIINNTT OOFF VVEERRTTIICCAALL ITNATNEGRESNECCYTION SWL SOLID WHITE LINE 05, BO FAX: (3sign.c WELL WELL BD. BOUND PVMT PAVEMENT SYL SOLID YELLOW LINE TE 3 910 ede EHH ELECTRIC HANDHOLE BL BASELINE PWW PAVED WATER WAY SUI 9-9ool FENCE GATE POST BLDG BUILDING R RADIUS OF CURVATURE BWL BROKEN WHITE LINE ET, 7) 61ww.t GG GAS GATE BBMO BBEYN OCTHHMEARRSK RR&CDP RREEMINOFVOER CAENDD CDOISNPCORSEETE PIPE BYL BROKEN YELLOW LINE STRE E: (61w BHL BORING HOLE DWL DOTTED WHITE LINE R N BOS BOTTOM OF SLOPE RD ROAD E O MW MONITORING WELL V H BR. BRIDGE RDWY ROADWAY DYL DOTTED YELLOW LINE LI P O TP TEST PIT CB CATCH BASIN REM REMOVE 2 HYDRANT CBCI CATCH BASIN WITH CURB INLET DWLEx DOTTED WHITE LINE EXTENSION RET RETAIN LIGHT POLE CC CEMENT CONCRETE RET WALL RETAINING WALL DYLEx DOTTED YELLOW LINE EXTENSION COUNTY BOUND CCM CEMENT CONCRETE MASONRY ROW RIGHT OF WAY GPS POINT CEM CEMENT DBWL DOUBLE WHITE LINE RR RAILROAD CI CURB INLET CABLE MANHOLE R&R REMOVE AND RESET DBYL DOUBLE YELLOW LINE CIP CAST IRON PIPE DRAINAGE MANHOLE R&S REMOVE AND STACK CLF CHAIN LINK FENCE ELECTRIC MANHOLE RT RIGHT CL CENTERLINE GAS MANHOLE SB STONE BOUND CMP CORRUGATED METAL PIPE MISC MANHOLE SHLD SHOULDER CSP CORRUGATED STEEL PIPE SEWER MANHOLE SMH SEWER MANHOLE CO. COUNTY E TELEPHONE MANHOLE ST STREET CONC CONCRETE U WATER MANHOLE CONT CONTINUOUS STA STATION N MHB MASSACHUSETTS HIGHWAY BOUND CONST CONSTRUCTION SSD STOPPING SIGHT DISTANCE E MONUMENT CR GR CROWN GRADE SHLO STATE HIGHWAY LAYOUT LINE V STONE BOUND DHV DESIGN HOURLY VOLUME SW SIDEWALK A TOWN OR CITY BOUND DI DROP INLET T TANGENT DISTANCE OF CURVETRUCK D TRAVERSE OR TRIANGULATION STATION DIA DIAMETER TAN TANGENT N A TPL or GUY TROLLEY POLE OR GUY POLE DIP DUCTILE IRON PIPE TEMP TEMPORARY A M STEADY DON'T WALK - PORTLAND TRANSMISSION POLE DW TC TOP OF CURB L , ORANGE H R UFB UTILITY POLE W FIREBOX TOS TOP OF SLOPE DWY DRIVEWAY E G UPDL UTILITY POLE WITH DOUBLE LIGHT ELEV (or EL.) ELEVATION TYP TYPICAL T I ULT UTILITY POLE W 1 LIGHT EMB EMBANKMENT UP UTILITY POLE H S E VAR VARIES UPL UTILITY POLE EOP EDGE OF PAVEMENT T H BUSH EXIST (or EX) EXISTING VERT VERTICAL A C TREE EXC EXCAVATION VC VERTICAL CURVE T N STUMP F&C FRAME AND COVER WCR WHEEL CHAIR RAMP E WI F&G FRAME AND GRATE WG WATER GATE E SIGN POST FDN. FOUNDATION WIP WROUGHT IRON PIPE R WG WATER GATE FLDSTN FIELDSTONE WM WATER METERWATER MAIN T PM PARKING METER S GAR GARAGE X-SECT CROSS SECTION OVERHEAD CABLEWIRE GD GROUND N CURBING GG GAS GATE I CONTOURS (ON-THE-GROUND SURVEY DATA) A GI GUTTER INLET M CONTOURS (PHOTOGRAMMETRIC DATA) GIP GALVANIZED IRON PIPE UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) GRAN GRANITE UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) GRAV GRAVEL UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) GRD GUARD UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) HDW HEADWALL UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) HMA HOT MIX ASPHALT UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) HOR HORIZONTAL HYD HYDRANT BALANCED STONE WALL INV INVERT GUARD RAIL - STEEL POSTS JCT JUNCTION GUARD RAIL - WOOD POSTS L LENGTH OF CURVE PREPARED: CBK CHAIN LINK OR METAL FENCE LB LEACH BASIN CHECKED: ELG WOOD FENCE LP LIGHT POLE HAY BALESSILT FENCE LT LEFT DATE TREE LINE MAX MAXIMUM 1302020 SAWCUT LINE MB MAILBOX TOP OR BOTTOM OF SLOPE MH MANHOLE REV 1 - EDGE OF PAVEMENT MHB MASSACHUSETTS HIGHWAY BOUND REV. 2 - LIMIT OF MICROMILLING AND OVERLAY MIN MINIMUM REV. 3 - BANK OF RIVER OR STREAM NIC NOT IN CONTRACT NO. NUMBER BORDER OF WETLAND SHEET NAME PC POINT OF CURVATURE 100 FT WETLAND BUFFER LEGEND & PCC POINT OF COMPOUND CURVATURE 200 FT RIVERFRONT BUFFER ABBREVIATIONS P.G.L. PROFILE GRADE LINE STATE HIGHWAY LAYOUT PI POINT OF INTERSECTION TOWN OR CITY LAYOUT POC POINT ON CURVE DRAWING NUMBER COUNTY LAYOUT POT POINT ON TANGENT G.02 RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE SHEET NUMBER EASEMENT 2 11 FINAL DESIGN OF 9 0 1 2 0 0 0 A, 28 M - 7 PAVEMENT NOTES N 2 9 O ) m T 1 S 0o CSUEMRFEANCTE C:ONCR4E" TCEE SMIEDNETW CAOLKNWCHREEETELCHAIR RAMP 05, BO FAX: (3sign.c (4000 PSI, 34", 610, AIR-ENTRAINED) E 3 10 de T 9e BASE: 8" GRAVEL BORROW TYPE b SUI 9-9ool ROW CONST BL HOT MIX ASPHALT (HMA) FULL DEPTH (4' WIDE) REET, 617) 61www.t T SURFACE: 1.5" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER ST E: ( S R N XI VARIES 1.5" SUPERPAVE INTERMEDIATE COURSE 9.5 (SIC-9.5) E O E 16' 16' V H GRASS LI P TRAVEL LANE TRAVEL LANE O LANDSCAPING BASE: 6" CEMENT CONCRETE BASE COURSE OVER 2 (HIGH EARLY STRENGTH) 6' 8'-9.2' CEM CONC GRASS SUB-BASE 8" GRAVEL BORROW TYPE b SIDEWALK LANDSCAPING (SEE GENERAL PAVEMENT NOTE 1) 4" LOAM & SEED 12" (MIN) SAWCUT GENERAL PAVEMENT NOTES 1.5* SAWCUT 1. ANY EXISTING GRAVEL BASE DEEMED SUITABLE FOR REUSE BY THE RESIDENT EXIST ENGINEER SHALL REMAIN AND BE COMPACTED. ADD GRAVEL BORROW TYPE b AS GROUND RETAIN EXISTING REQUIRED. PAVEMENT 4" CEMENT CONCRETE HIGHLAND AVENUE 2. SUPERPAVE INTERMEDIATE COURSE 9.5 (SIC-9.5) IS PAID UNDER SUPERPAVE E 8" GRAVEL STA 30+37± TO STA 30+94± SURFACE COURSE 9.5 (SSC) ITEM 455.22. U NTS BORROW TYPE b N *TOLERANCE FOR CONSTRUCTION ±0.5% E V A D N A A M L CONST B , L W H R VARIES O E R G GRASS T T 12' 12' LANDSCAPING IS HI S X TRAVEL LANE TRAVEL LANE 4'-7.6' 5' E E T H 6' 7.7'-10.4' GRASS CEM CONC A C CEM CONC GRASS LANDSCAPING SIDEWALK N SIDEWALK LANDSCAPING T 12" E WI (MIN) SAWCUT E 1.5* SAWCUT 1.5* R EXIST T GROUND S 4" CEMENT CONCRETE RETAIN EXISTING N 8" GRAVEL PAVEMENT 8" GRAVEL MARCHANT ROAD I BORROW TYPE b BORROW TYPE b A STA 20+42± TO STA 20+66± M NTS PROP GRAN CURB TYPE VA4 4" CEMENT CONCRETE REVEAL VARIES (4"-6") SEE GRADING PLANS (TYP) W O 2.25' CONST B R L EX. GRASS T S LANDSCAPING PREPARED: CBK I X E 22.5' 22' CHECKED: ELG TRAVEL LANE TRAVEL LANE VARIES 6' DATE 4.5'-7' EX. CEM CEM CONC 1302020 GRASS CONC SIDEWALK 12" LANDSCAPING SIDEWALK 4" LOAM & SEED (MIN) REV 1 - SAWCUT 1.5* REV. 2 - EXIST GROUND REV. 3 - RETAIN EXISTING PAVEMENT SHEET NAME TYPICAL SECTIONS MAIN STREET 4" CEMENT CONCRETE STA 11+54± TO STA 12+25± & PAVEMENT NOTES NTS PROP GRAN CURB TYPE VA4 REVEAL VARIES (3"-7") 8" GRAVEL DRAWING NUMBER SEE GRADING PLANS (TYP) BORROW TYPE b TS.01 SHEET NUMBER 3 11 FINAL DESIGN OF GENERAL NOTES: 1. THIS PLAN IS BASED UPON AN ON-THE-GROUND SURVEY PERFORMED BY BSC 9 0 GROUP, INC. IN FEBRUARY AND MARCH, 2018. 1 2 0 0 0 A, 28 2. HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AS DERIVED M 7- N 2 FROM GPS SURVEY PERFORMED BY BSC GROUP, INC. O ) 9m T 1 S 0o O 3c 3. DVEERRITVICEDAL F DRAOTMU GMP ISS TSHUER VNEOYR PTEHR AFMOERRMICEADN B VYE BRSTCIC GARLO DUAPT,U INMC O.F 1988 (NAVD 88) AS 05, B FAX: (sign. E 3 10 de T 9e 4. THE ON-SITE GAS LINE WAS COMPILED USING KEYSPAN ENERGY GAS MAIN SUI 9-9ool AS-BUILT FIELD NOTES PROVIDED BY METRIC CONSTRUCTION CORPORATION. N ET, 7) 61ww.t E 1w R 6 5. OTHER ON-SITE UTILITY LINES HAVE BEEN COMPILED USING THE WATERLINE ST E: ( REVISIONS PLAN. R N E O V H LI P 6. ALL RIM ELEVATIONS WERE ESTABLISHED FROM THE ON-THE-GROUND PERFORMED O BY BSC GROUP, INC. INVERT ELEVATIONS ON SITE WERE OBTAINED BY BSC GROUP. 2 W W T E W T W H O W T E T WHO W H O W S E T T W E W S E U T WHO N T W W N L A Y O U T WHO W G S E T E M T O O V HW T W T R E WHO S W E T Y O U A O RI WWHO S W S W E T TW D T O W N L A ND A A D S T G T S WWHO E A M D E S W T T WOHW D L , N S W WHO E H R S W T W E WHO T G W E W WSHO O T W T T GD I T W WHOS HW E T H S W WHO S E T T W T HE W S T D W W A C D E T T D T N D M A I N SGT R E EG T DD E T E T T OHWW W D D GT ET WI T E O E HW E T T W D T R T W E T T D T E T G DD W W D G T S T G W T OH W D W T N W T I W OH D D S A W T D GW T D GW T GW T G W G D D O T G OHW TOWN LAYOUT M T G D HW OHW T OHW T TOWN LAYOUT G W G G D OHW OHW T T OHW G OHW D G OHW HI W D G G GHLA SOHW N W H O D G D AV E N G HO D G UE W W D G O W H D G D G PREPARED: CBK G G X D CHECKED: ELG W O G H O W D H W DATE X G 1302020 X A DW W H O TOWN LAYOUT REV 1 - T G U O O REV. 2 - Y R T A U N L X T Y O REV. 3 - O W N G LA T A W HO W N SHEET NAME H O C T EXISTING R G A CONDITIONS M O H W DRAWING NUMBER E.01 O H W 0 20 50 100 SHEET NUMBER SCALE: 1" = 20' 4 11 FINAL DESIGN OF CONSTRUCTION NOTES: GENERAL NOTES: 1. FOR WHEELCHAIR RAMP DETAILS SEE SHEET 10. 1. THIS PLAN IS BASED UPON AN ON-THE-GROUND SURVEY PERFORMED BY BSC 9 2. FOR CONSTRUCTION DETAILS SEE SHEET 9. 0 GROUP, INC. IN FEBRUARY AND MARCH, 2018. 1 2 0 0 0 3. FOR PROPOSED PAVEMENT MARKINGS AND SIGNAGE SEE SHEET 8. A, 28 2. HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AS DERIVED M 7- N 2 4. THE TERM "MEET EX" MEANS TO MEET BOTH THE EXISTING ALIGNMENT AND ELEVATION. FROM GPS SURVEY PERFORMED BY BSC GROUP, INC. TO 1) 9m S 0o O 3c 5. AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-3" SHALL BE MAINTAINED PAST ALL 3. DVEERRITVICEDAL F DRAOTMU GMP ISS TSHUER VNEOYR PTEHR AFMOERRMICEADN B VYE BRSTCIC GARLO DUAPT,U INMC O.F 1988 (NAVD 88) AS 05, B FAX: (sign. OBSTRUCTIONS (UTILITY POLES, SIGNS, MAILBOXES, ALONG DRIVEWAY OPENINGS, ETC.) E 3 10 de T 9e 6. PROPOSED GRANITE TRANSITION CURBING SHALL BE USED AT ALL WHEELCHAIR RAMP LOCATIONS AND TO 4. THE ON-SITE GAS LINE WAS COMPILED USING KEYSPAN ENERGY GAS MAIN SUI 9-9ool MEET EXISTING PAVEMENT WHEN REQUIRED. AS-BUILT FIELD NOTES PROVIDED BY METRIC CONSTRUCTION CORPORATION. ET, 7) 61ww.t E 1w R 6 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION 5. OTHER ON-SITE UTILITY LINES HAVE BEEN COMPILED USING THE WATERLINE ST E: ( REVISIONS PLAN. R N AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND E O V H THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. LI P N 6. ALL RIM ELEVATIONS WERE ESTABLISHED FROM THE ON-THE-GROUND PERFORMED O BY BSC GROUP, INC. INVERT ELEVATIONS ON SITE WERE OBTAINED BY BSC GROUP. 2 8. ALL PRIVATELY OWNED UTILITY STRUCTURES (GAS GATES, ELECTRICTELEPHONE MANHOLES, ETC.) SHALL BE W ADJUSTED TO FINISHED GRADE BY THE PRIVATE UTILITY COMPANY, UNLESS DIRECTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE ALTERATION AND W ADJUSTMENT, AS NECESSARY. T E 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE W UTILITY NOTE: T RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. W H O W T 1. ALL UNDERGROUND UTILITIES SHOWN WERE PROVIDED BY OTHERS AND E 10. STONE BOUNDS ARE TO BE PROTECTED ANDOR RESET BY A REGISTERED LAND SURVEYOR. ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN THE T WHO W H O W S E 0 T FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, 5 BACKFILLING, GRADING, PAVEMENT RESTORATION OR REPAIRING ALL + 3 1 T PROWJECT END UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED INCLUDING E 12+54.55 MAIN STREET= W S E STA 13+29 THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER U T 30+00.00 HIGHLAND AVENUE WHO N2985365.1620 370, ACTS OF 1963, MASSACHUSETTS. CALL "DIG SAFE" AT 1-888-344-7233 OR N T W 11+30.27 MAIN STREET= W N L A Y O U T WHO W G S E T E755144.2153 AT WWW.DIGSAFE.COM. BSC ASSUMES NO RESPONSIBILITY FOR DAMAGES E M 20+00.00 MARCHANT ROAD T O OHW 1 3 T W T INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. V R E WHO S W E T Y O U BEFORE PLANNING FUTURE CONNECTIONS, THE APPROPRIATE PUBLIC A OADRIDE S W S WWHO *PALPARPCR&ESROMW VEFWAHINROLTE FR PREUOQLMSUL W IFBRIOREXSE S EW TE 30+0 T T G TT WOHW D TW R EDT V G C RET UPT ESO XAW IWNS TCL AUVTG C& MEET UTILITY ENGINEERING DEPARTMENT MUST BE CONSULTED. LAND , MA N S W WHO DEPARTMEENT 0 H R S W T W PAVING LEGEND: E WHO T G W E W WSHO O 1 2 T W T T GD RET WALL I T W S W WHO S W WHMOS A I N S T R E E T PC E+47.0H7W T E T T T W D WC PCRROEOTN PCT R CSEEWEM LCOEAMME N&T S CEOENDCRETE SIDEWALKWHEELCHAIR RAMP T H HES PRNO2J9E8S5CT0TA9 B41.E09G+264DIN57 D G RETESGXAIWSTC UVTG C&DD MWEETE 11 T E 20T+00E T (PTRYOPT EP VOVHWWAG4C) T W D UA W D D WCRT-3 3 2' R-4GT PERNOD PP IGEUCAERDRARILET EX GUARDRAIL IN ET A WINC O E T UA E E755219.5072 HW E T T W D T DEMO EX SW LOAM & SEED AREA R T RETW BOLLARD R&D EX 6 REM IN SIDEWALK AREA 10+00E T E T G RETD DHYDW VGWC T D D ' G T 6' P&R SOEPE DLOAM ST T G W W ADJ T D W OHW T PC SAWCUT & MEET N W T ADJ W C R&D EX + EXIST VGC I MEET ED XISGWWT OHWT D GW T GW D T GADJD W6' G D CR-1 24'DR-2 O VGTC G59.33 T OHW TOWN LAYOUT S MA T TOWT N LAYOUT G R&PDR EOXP V VGGCC PROP CEM 5' W G W G33.35+ C D G D O HWG D GOHW D G OHW OHW G OHW 31 TPHTR +EI1TG7 .V0G7HCTLAOHNW DT AVOHWENUEOHW SOHW (TYPE VA4) CONC SW P W H D G 31+70 G O D H G PROP LOAM W LIMIT OF WORK W D G & SEED PROP CEM STA 31+17 O PROP LOAM RET FENCE W H CONC SW & SEED D G D G N2985359.7378 PREPARED: CBK DEMO EX E755265.7023 G RET UP G SAWCUT & MEET X W 21 O ROAD D G CHECKED: ELG EXIST VGC O WHPROP HMA RET WALL D W H DWY RET TREE DATE LIMIT OF WORK X G DEMO EX SW RET SAWCUT & MEET 1302020 STA 21+04 NE2795855310741..01409183 X A DW PT W+H O02.04 RET DWY SAWCUT & MEET PDRROAIPN AGGREASS RPEATV TERRESE PERXIOSPT 0" CURB TOWN LAYOUT REV 1 - T G EXIST U O SWALE O REV. 2 - Y R T A U N L X T Y O REV. 3 - O W N G LA T A +50 W HO W N PROPOSED PLANTING TABLE SHEET NAME H 1 O 2 C T CONSTRUCTION R G ABBREVIATION SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS A PLAN M O W H UA 3 ULMUS AMERICANA VALLEY FORGE AMERICAN 2.5"-3" CAL B&B ELM DRAWING NUMBER C.01 O H W 0 20 50 100 SHEET NUMBER SCALE: 1" = 20' 5 11 FINAL DESIGN OF HIGHLAND AVENUE CONSTRUCTION BASELINE DATA MAIN STREET CONSTRUCTION BASELINE DATA STARTING ENDING STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION STATION STATION 9 0 1 2 0 N69°42'42"E N9°54'16"W 0 0 L4 30+00.00 2985297.130 755174.342 30+59.33 2985317.701 755229.989 L1 10+00.00 2985048.626 755227.592 11+47.07 2985193.509 755202.294 A, 28 59.33' 147.07' M - 7 N 2 9 O ) m R=56.00' Δ 59°04'46" R=593.00' Δ 19°36'24" T 1 C3 30+59.33 2985317.701 755229.989 31+17.07 2985359.807 755265.714 C1 11+47.07 2985193.509 755202.294 13+50.00 2985383.617 755134.197 S 0o L=57.74' T=31.73' L=202.93' T=102.46' 05, BO FAX: (3sign.c L5 31+17.07 2985359.807 755265.714 N10°46'25"E 31+70.00 2985411.803 755275.608 E 3 10 de 52.93' T 9e MARCHANT ROAD CONSTRUCTION BASELINE DATA SUI 9-9ool ET, 7) 61ww.t STARTING ENDING RE 61w NUMBER STATION NORTHING EASTING CURVE DATA LINE DATA STATION NORTHING EASTING ST E: ( R N E O V H N80°05'44"E L2 20+00.00 2985176.950 755205.185 20+53.33 2985186.123 755257.719 LI P O 53.33' 2 R=52.00' Δ 53°40'30" C2 20+53.33 2985186.123 755257.719 21+02.04 2985172.448 755302.635 L=48.71' T=26.31' S46°13'45"E L3 21+02.04 2985172.448 755302.635 21+50.00 2985139.272 755337.266 47.96' W T N W H O M W T E E T R W H O W S E 0 T CURVE TABLE E 5 + U I 1 3 D T W CURVE LENGTH DIRECTIONDELTA RADIUS TANGENT N 12+54.55 MAIN STREET= W S E 30+00.00 HIGHLAND AVENUE WHO 12+71.62 E PROJECT ENTD 4 23.56 90°00'00" 15.00 15.00 E N OFFSET 25.97' RT T SWTA 13+29 V S R 1210++3000..2070 MMAAIRNC SHTARNETE RT=OAD T O W N L A Y O U T WHO W G OHW E 1 3 T W NE72T5958154346.52.1156420 5 68.83 4°55'46" 800.00 34.44 D A O WHO S W E T O U T 6 55.95 3°58'37" 806.00 27.98 W A Y N A A WHO S W PTS 30+36.24, E T TW D T O W N L 7 14.29 54°34'46" 15.00 7.74 A M D S W OFFSET 16.00' RT T G T PRC 12+79.22 L , 11+4S2WW.6H0O S W WHO S W S WWHPOO RFCFS 1E1T+ 5222..0000' RT OE FFSET 3122.T+2E328' .R7T9 T C 1T 30+00 T W WOOHWF2F8 SED T 22.00' RT 11OO33FF++FF00SS22EE..11TT66 2252..6010'' RRTT 89 349..9472 5566°°5247''1518"" 450.0.000 22.17.148 HIGH STER W E W S W MWHAO SIWN S TWHROS WE E TOOWFSFHFOFSSPEETTT1 221109+2+.4.4032001.'2 '. R9L78TT, 20+00PC E+47.0OH7W T E T P1R2 CT 12O+TF2F5S.3E6T T2162.+273W'5 R.3T1 W D T 27T GD 29 1O23F+0F+6S93E.77.T52 730.97' RPOTTF F1S2+E6T9 3.71O143.F6,+F60S'3 RE.1TT0 30.42' RT 1101 1103..6689 1621°°1156''3411"" 694.9.080 56..9817 T AT NCHE WOFFSET 35.42' RT E T T OFFSET 22.00W' RT D 21 T L4 OFFSET 16.00' LT 12 14.29 53°39'45" 15.26 7.72 E WI PROJECT BEGIND 30+32.03 NE297D85S55T02A91 491..095+20647572 G E G TL1E DD T OE F1F1SPECT 2102T+.05E03'. 3L3T, T T W T OHWW DOFF1S8ET 3W5.D69' RT D T GT 26 O3PO0RFF+FCF5SS 13EE.05TT+3 422794...310429'' LLTT 1137 1195..8602 5839°°1301''3287"" 1201..0304 190.9.628 TRE T W 11+16.58 19 S 10+00E TOFFSETE 2130T.+0512' .R4T0 GOFFWSPECGT 1212+.0003' .WR2O7TF,FSEDTD 30.W08' RTT 4 D W T D 17 D OHW20O+F3F4S.7E6T2 04320.+8391' .R2T3 T PC G T 25 POCF F3S0E+T59 1.366.0,0' LT PO31TF+ F31S17+E.40T65 2.790.6,8' LT 1189 7966..0885 76°°0556''1161"" 681050..0000 3488..0498 MAIN W T + W D 5 D 2L OFFSET 26.66' LT PC 30+79.10, 59 OFFSET 24.49' LT S 20 101.75 7°13'59" 806.00 50.94 T D GW T D GW T GW T G20+36.1W1 6G GD D D O20F+F3S5E.0T2 2OH0W.67'PO LCFT F2S0E+TT60 2.687.7,4O' FLFTSET 20.67' RT G .33OHW C3 T24 OHW T O31F+F1S7OEH.4WT3 25.23' LT TOWN LAYOUT 21 22.82 87°10'46" 15.00 14.28 TOWN LOOAFFYFFOSSUEETTT 21317020.+.8+042427'7 '. RG.8R0T0T7 OOOFFFFFFSSSEEETTT 22 242200.50+6..+4606353'3 6.'R' 9 .RR1T3T2T W 8 W G33.35+ CP 11 12 13 G D W H O G PODCF F2S0E+GOT6H1 W2.423.D8,5' LT G OHWD G OHW 2G2 31 PT +17.07 TO31F+FL15S7E.0T7 16.T00' LT3O1H+W70 OHW SOHW 222542 324351...102366 555792°°°201561'''413690""" 324650...300700 112372...786018 10+62.23 11+18.15 LIMIT OF WORK OFFSET 34.79' RT OFFSET 36.07' RT 7 10 G PRC 20+66.46 D G STA 31+17 26 14.88 106°34'45" 8.00 10.73 W 2 OFFSET 12.00' LT D HIG PT 20+37.00, C G N2985359.7378 HL PREPARED: CBK OFFSET 12.00' RT 9 W H O PT 20+71.01, D G E755265.7023 AND 27 15.29 87°36'57" 10.00 9.59 PC 20+72.26, OFFSET 20.34' LT D G AVEN CHECKED: ELG OFFSET 20.60' RT G 20+73.07 G UE 28 23.79 2°12'59" 615.00 11.90 D PT 20+94.08, W G DATE OFFSET 25.57' LT OFFSET 18.27' RT 21 W H OPC 20+53.33, 20+71.63 D 29 33.80 67°14'10" 28.81 19.15 1302020 OFFSET 19.91' LT 21+04.58 OFFSET 12.00' RT G 20+71.00 30+99.22 OFFSET 18.25' RT 20+72.11 REV 1 - OFFSET 1241.+380'4 R.2T1 W 3 W H O POCF F2S0E+6T8 1.124.5,0' RT OFFSET 17.73' LT PT 30+96.70O,FFSET 19.71' RT TOWN LAYOUT REV. 2 - L G OFFSET 16.31' RT OFFSET 20.83' RT REV. 3 - 20+99.16 D OFFSET 14.77' RT A PT +02.04 SHEET NAME O U T 21+03.99 50 GR O HO LIMIT OF WORK CURB TIE PLAN Y OFFSET 12.05' RT + W N L A 21 T STA 21+04 O W G N N2985171.1013 T A E755304.0498 H DRAWING NUMBER O C H W R U T CT.01 O A Y 0 20 50 100 A M L N W W HO T O SCALE: 1" = 20' SHEET NUMBER 6 11 FINAL DESIGN OF 9 0 1 2 0 0 0 LEGEND: MA, -28 7 N 2 9 O ) m T 1 (XX.XX) EXISTING ELEVATIONMATCH EXISTING ELEVATION OS 30co XX.XX PROPOSED ELEVATION 05, B FAX: (sign. BC BOTTOM OF CURB E 3 10 de T 9e TC TOP OF CURB SUI 9-9ool WCR WHEELCHAIR RAMP ET, 7) 61ww.t * ±0.5% TOLERANCE FOR CONSTRUCTION E 1w N R 6 ST E: ( R N E O V H LI P O 2 0 5 + 3 1 W N L A Y O U T 1 3 T O (91.84) TC U T O Y (91.41) BC N L A O W E T U 3 0 N (92.71) TC + 91.86 0 (92.21) BC 0 (91.79) PROJECT END E 92.11 TC (91.85) V (91.78) BC (91.87) STA 13+29 A 1 2 N2985365.1620 92.06 TC 91.92 M A I N S T R E E T (9933..1414) T BCC (9922..4922) TBCC (91.73) BC ((9911..5731)) 9911..8860 E755144.2153 ND A 2 93.18 TC 93.00 (92.17) 91.61 91.60 TC A M 0 (92.68) BC (91.91) (91.27) BC PROJECT BEGIN 11 + 93.41 TC 93.10 91.65 91.38 L , STA 10+47 00 (92.91) BC (91.48) H R 93.55 TC 93.48 93.49 E N2985094.9294 91.27 TC G (93.05) BC 92.03 T E755219.5078 93.89 TC 93.07 (90.78) BC I 10+00 94.11(9 T3C.39) BC (999333...151384)(92.88) 93.581.5 93.17 92.10 1 . 5 (9900..7556) TC (89.83) T H HES 94.44 TC (93.61) BC (92.84) 93.57 90.66 (90.24) BC (89.71) A C (93.94) BC 93.34 (94.60) TC (92.66) 91.85 TC N 93.51 93.25 (91.35) BC T (94.26) BC 93.51 I 94.24 1 . 5 (90.22) E W 94.33 4.8 93.01 9923..8412 1.5 92.76 (91.04) 90.13 ((8899..2446)) BTCC TOWN LAYOUT RE 93.72 93.04 92.67 92.575.1 90.96 TC T (94.77) 93.49 TOWN LAYOUT (94.93) 94.55 93.7793.56 (90.51) BC 31 90.01 TC S 94.64 92.24 (92.94) TC 92.72 1 . 5 92.33 0.6 (89.55) BC N 92.80 BC 92.62 TC 91.40 I 92.25 A (92.12) BC (91.83) TC 91.58 BC91.50 31+70 M (91.39) HI (90.95) G 91.47 TC HL 91.49 A (90.97) BC 92.59 TC ND A (90.87) TC (92.09) BC (90.53) VE 90.63 BC 90.57 (91.21) NUE (90.97) (90.36) TCBC (91.16) (90.70) (89.44) TCBC (90.35) (90.72) (90.10) TC 1 2 (89.93) BC LIMIT OF WORK 90.54 TC STA 31+17 (90.0D4) BC N2985359.7382 TOWN LAYOUT A E755265.7005 PREPARED: CBK O R CHECKED: ELG T O U T A N 50 LSITMAIT 2 1O+F0 W4 ORK DATE A Y H 1+ 1302020 L 2 N2985171.1081 N C W O R E755304.0562 T REV 1 - A M REV. 2 - T U O Y REV. 3 - A L N W O SHEET NAME T GRADING PLAN DRAWING NUMBER G.01 0 20 50 100 SCALE: 1" = 20' SHEET NUMBER 7 11 FINAL DESIGN OF CONSTRUCTION NOTES: SIZE OF SIGN (in.) TEXT DIMENSIONS (in.) COLOR POST SIZE 9 NUMBER 0 ID AND UNIT TOTAL 1. FOR CONSTRUCTION DETAILS SEE SHEET 9. 1 LEGEND OF SIGNS 2 0 NUMBER WIDTH HEIGHT LHEETIGTEHRT VSEPRATCIICNAGL RATRE.R MOKWR. REQUIRED BACKGROUND LEGEND BORDER RNEUQMUBIREERD AREA (SF) AREA (SF) 2. FOR WHEELCHAIR RAMP DETAILS SEE SHEET 10. MA, 0 7-280 N 2 9 O ) m 3. FOR CROSS SECTIONS SEE SHEET 11. T 1 S 0o O 3c 4. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED 05, B FAX: (sign. R1-1 30 30 STOP SEE 2009 MUTCD (1) 6.25 12.50 UTHNELE ESNSG IINNDEIECRA.TED OTHERWISE ON THE DRAWINGS OR AS REQUIRED BY TE 3 910 ede STANDARD DETAIL 2 RED WHITE WHITE P5 SUI 9-9ool 5. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK SHALL BE ET, 7) 61ww.t THERMOPLASTIC. E 1w R 6 ST E: ( 6. PAVEMENT MARKINGS TO BE ERADICATED MUST BE PERFORMED BY R N E O APPROVED METHOD. V H LI P O 2 7. ALL SIGNS (INCLUDING RRFB's) TO BE INSTALLED SO THAT THE NEAR W EDGE OF THE SIGN WILL BE MIN. 18" FROM FACE OF CURB. 8. THE MINIMUM MOUNTING HEIGHT OF POST-MOUNTED SIGNS, MEASURED W VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF CURB OR PROJECT END N SIDEWALK, OR THE ELEVATION OF THE NEAR EDGE OF TRAVEL WAY, STA 13+29 W SHALL BE 7 FEET UNLESS OTHERWISE SPECIFIED. N2985365.1620 E755144.2153 9. ALL SIGN ASSEMBLY POSTS SHALL BE P-5 POSTS AND SHALL BE M W INSTALLED IN ACCORDANCE WITH SUBSECTION 840.60 OF THE MASSDOT E SUPPLEMENTAL SPECIFICATIONS, DATED JULY 1, 2015. R W S 1 3 + I 0 5 E D W U W S E N N END ERADICATE W E S W EX DBYL RO T O W N L A Y O U T W S W 1 3 1 W A Y O U T D AV A S W BESGIN ERADICATE 1'W D PARKINGNO O W N L N A D W EX DBYL T S E L A M W 3 W S 0 S L BEGIN ERADSIWCATE SWCHL 5' O.C. +0 W D H R, S W ES XW DBYL (TYP) 0 W PARKINGNO 10' "NO PARKING" PAVEMENT G E W T S W S EENX DD BEYRLADICATE 1 2 W C W D MARKING (TYP) HI S W S W S W M A I N S T R E E T DBYL 1 W D 1 0' R&S OBJECT MARKER AT CHE PROJESCTTA B1E0G+4DIN7 D DDW 11 20+00 SWEL 1' W PARKINGNWOD D S L R1-1 RET HOSPITAL ET WIN SIGN N2985094.9265 W D E E755219.5072 11 WSWEL W PARKINGNOD 1 6' R&S W11-2 & TR 00+01 ' DD W D 11 1 6' W16-7P S W D ' W PARKINGNOW D 10' CW ERADICATE EX CW IN W A D R1-1 W D S M D D W W 10.7' W D SDL &R N&OR TSRTURCEKEST SSIIGGNN EBXE GDIBNY ELRADICATE TOWN LAYOUT W 12' D ERADICATE EX DBYL 12' TOWN LAYOUT W D R&S W11-2 & 31 END ERADICATE EX DBYL RET W11-2 YL D W16-7P DBYL R&R ROUTE 38 W B D D SIGN PROP SOLAR POWERED SPEED D HIGH 31+70 FEEDBACK SIGN ON PROP POST R&R STREET SIGN D LAN D AND PROP CONC FDN, SEE A V W D E N DETAIL SHEET 9 U E D PREPARED: CBK RET D "CHILDREN" CHECKED: ELG SIGN W 21 LIMIT OF WORK D STA 31+17 D DATE N2985359.7378 LIMIT OF WORK 1302020 E755265.7023 STA 21+04 N2985171.1013 DW TOWN LAYOUT REV 1 - E755304.0498 A T U O REV. 2 - O Y R A N L T REV. 3 - W N O 2 T A 1 SHEET NAME + H 5 0 TRAFFIC SIGN & C R PAVEMENT A MARKING PLAN M U T DRAWING NUMBER O Y A PM.01 L N 0 20 50 100 W O T SCALE: 1" = 20' SHEET NUMBER 8 11 FINAL DESIGN OF 10' 4' GUTTER LINE PROP GRANITE CURB CURBLINE 6" TYP 9 E 6" TREATMENT VARIES 10 R 2 0 FOARCIEENDT N TOHRET SHI DINE TOHFE T NHUER TSREEREY W THOICH NEHEN) HMA FULL DEPTH (4' WIDE) MIN (SEE PLANS) MA, 0 -280 LIWW (SEE PAVEMENT NOTES ON SHEET 3) N 27 FACE NORTH IN PLANTING AREA ( 9 P) O SAWCUT O ) m OEH ST 01o TTS O 3c TREE ANCHORS, 3 PER TREE IES S(WHI12" EXISTING PAVEMENT M6I"N E 305, B 10 FAX: (design. R T 9e PLACE 1 OF ROOT BALL ABOVE VA HIGH EARLY STRENGTH SUI 9-9ool ADJACE8NT FINISHED GRADE 4' CEMENT CONCRECTEO UBRASSEE 6"MIN REET, 617) 61www.t PREPARE SOIL, AS SPECIFIED 12" THERMOPLASTIC GRAVEL BORROW TYPE C R ST NE: ( 8 3" MULCH AS SPECIFIED WHITE LINE (TYP) * CONCRETE SHALL BE INCLUDED IN PRICE BID FOR VARIOUS VE HO 1 LI P FINISH GRADE GRANITE CURB ITEMS FOR 6" OFFSET FROM FACE OF CURB. O 2 CURBLINE NOTE: ADDITIONAL CONCRETE SUPPORT SHALL BE 8 7 NOTES: 2'-0" MAX PROVIDED FOR STABILITY OF GRANITE CURB. CUT ROPE AND REMOVE BURLAP AWAY FROM ROOT BALL. FOR TREE WITH WIRE 1. ALL 12" LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION GRANITE CURB IN EXISTING PAVEMENT BASKET, CUT BASKET AND REMOVE OF LINES (TWO - 6" LINES) WILL BE ACCEPTED. NOT TO SCALE 2X DIAMETER OF SCARIFY BOTTOM OF BED BETWEEN 2. LAYOUT OF CROSSWALKS SHALL BE APPROVED BY THE ENGINEER ROOT BALL SUBGRADE AND NEW SOIL PRIOR TO APPLICATION. UNDISTURBED SUBGRADE 3. CROSSWALK BARS SHALL BE PLACED OUTSIDE THE VEHICULAR WHEEL PATH WHEREVER POSSIBLE. E TREE PLANTING U NOT TO SCALE N E V 5' WIDE TYPICAL CROSSWALK PAVEMENT MARKING A NOT TO SCALE D NATIVE N A VEGETATION A M SLOPE 10:1 MAX. MULCH HL R, E MATCH EXISTING GRADE G T ROADWAY A 0'N HI S 2.MI E 5' MIN RETAIN EXIST VGC T H A C N UNDISTURBED AND T PROP FLASHING 5'N UNCOMPACTED SOIL PLANTING MEDIUM E WI 1.MI E BEACON BASE R PROP FLASHING BEACON N T I FOUNDATION M GRASS DRAINAGE SWALE S 5' N SIDEWALK NOT TO SCALE I A M SAWCUT PROP CEMENT A CONCRETE SIDEWALK PLAN PROP BEACON POLE L A E V 1.5' MIN E R PROP FLASHING BEACON BASE " 2 PREPARED: CBK 4" PROP CEMENT CONCRETE CHECKED: ELG DATE RET EXIST PAVEMENT 1302020 RET EXIST VGCCURBEDGING REV 1 - 8" GRAVEL BORROW TYPE b RET EXIST SIDEWALK OR GROUND REV. 2 - REV. 3 - 5' MIN SAWCUT PROP FLASHING BEACON SHEET NAME FOUNDATION SECTION A-A CONSTRUCTION DETAILS NOTE: ELECTRICAL WIRING NOT SHOWN FOR CLARITY DRAWING NUMBER RADAR SPEED FEEDBACK SIGN DETAIL RADAR SPEED FEEDBACK SIGN INSTALLATION DETAIL CD.01 (SOLAR POWERED) NOT TO SCALE NOT TO SCALE SHEET NUMBER 9 11 FINAL DESIGN OF A WOODEN OR METAL POSTS (MAX. 8' 5'-0" (MIN) 5'-0" (MIN) SPACING) K PRUNE PER ISA STANDARDS. SIDEWAWILDTH SIDEWAL4K'-0" (MIN) 1.5%* 1.5%* SIDEWALK SIDEWAWILDKTH SIDEWAL4K'-0" (MIN) 1.5%* 1.5%* SIDEWALK BRARNETCMOHO EAVSVE.O TDIDIEE AD BDAR M&A ANDGCAEHM EFASRG OUEMDP EXISTING TREE(S) L(MIMUILTT OIPFL FEE TNRCEINESG) A, 02109 2800 M - GTH GTH CONSTRUCTION EQUIPMENT ON ) 927m N T 1 GRASS RAMP LE 7.5%* CTRUARNBGSRIATISOSN GRASS RAMP LEN 7.5%* SIDEWALK 2AXT4T ADCIMH.E LDU AMTB E2R ETXRIESETING E 305, BOS 10 FAX: (30design.co CCUURRBB T 9e 7.5%* LOCATIONS (MIN.). SUI 9-9ool FLUSH (SEE NOTE 6) A DRROAAIDNWAGAYE CURB FLUSH (SEE NOTE 6) A RDORAAIDNWAGAYE CURB EDGEFINA OSRFT F ADRLROLI PMFLE TINNRCEU IONNGRK AAASST CS8'PL HAAIDCGDIHNI NGWG IOT SFHH B6AO"LALR BDES STREET, E: (617) 61www.t REFERENCE POINT REFERENCE POINT TRANSITION POSSIBLE. MIN. DISTANCE W/ BURLAP PRIOR TO ER ON CL RAMP OPENING CL RAMP OPENING IS 6' FROM TRUNK. MAY BE LIMIT OF ARMORING. LIMIT OF LIV PH PLAIN CEMENT CONCRETE PLASTIC SNOW FENCE OR DRIPLINE O PLAIN CEMENT CONCRETE (VARIES) EXISTING CANOPY 2 CHAIN LINK, MIN. 4' HIGH DETECTIBLE WARNING PANEL WOODEN OR METAL (VARIES) DETECTABLE WARNING DETECTIBLE WARNING PANEL TREE DETECTABLE WARNING POSTS (TYPICAL) PANEL (SEE MASSDOT 1.5%* PANEL (SEE MASSDOT SIDEWALK 7.5%* STD. DETAIL E 107.6.5) SIDEWALK 1.5%* 7.5%* STD. DETAIL E 107.6.5) ZONE OF ROADWAY ROADWAY CONSTRUCTION IMPACT LIMIT OF CONSTRUCTION SEE * TOLERANCE FOR SEE IMPACT (REFER TO PLANS) * TOLERANCE FOR PAVEMENT SECTION A-A CONSTRUCTION ±0.5% PAVEMENT AREA OF NOTES SECTION A-A CONSTRUCTION ±0.5% NOTES UNDISTURBED LIMIT OF FENCING ROOT ZONE WHEELCHAIR RAMP TYPE A PRUNE DAMAGED WHEELCHAIR RAMP TYPE B (MULTIPLE TREES) OR EXPOSED NOT TO SCALE LIMIT OF FENCE E NOT TO SCALE 6 FT ROOTS DAMAGED PREFERRED EXISTING GRADE (INDIVIDUAL TREE) U WITH A SHARP SAW N E WCR DATA TABLE NOTE: LIMIT OF GRADING PLAN VIEW V (INDIVIDUAL TREE) DRIVEWAY REFERENCE OPENING ROADWAY RAMP SIDEWALK TRANSITION LEFT TRANSITION RIGHT A NO STORAGE OF EQUIPMENT OR STOCKPILING OF WIDTH GUTTER LENGTH WIDTH LENGTH REVEAL LENGTH REVEAL STATION OFFSET MATERIALS WITHIN DRIPLINE OF THE TREE IS ALLOWED. D NUMBER TYPE STREET NAME (FT) SLOPE (FT) (FT) (FT) (IN) (FT) (IN) N A 1 A MARCHANT ROAD 20+33.05 12.53' RT 6.0 -2.0% 6.5 6.0 - - - - TREE PROTECTION - EXISTING TREE A M 2 A MARCHANT ROAD 20+32.42 12.00' LT 6.0 -2.0% 7.5 6.0 - - - - NOT TO SCALE L , H R 3 A HIGHLAND AVENUE 30+29.02 17.85' RT 6.0 -2.0% 15.0 6.0 - - - - E G 4 B HIGHLAND AVENUE 30+28.38 16.49' LT 5.0 -2.0% 3.0 17.0 - - 6.5 4.0 T I H S E T H A C N T I E W E R WHEELCHAIR RAMP NOTES: T S 1. MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB ROADWAY PROFILE HIGH SIDE TRANSITION GRADE LENGTH* N RAMPS SHALL BE DESIGNED TO 4.5% ±0.5% (7.5% ±0.5% FOR CURB I RAMPS) =0% 6'-6" A M 2. A MINIMUM OF 3'-3" CLEAR SHALL BE MAINTAINED AT ANY PERMANENT >0% TO 1% 7'-8" OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, >1% TO 2% 9'-0" TREE WELLS, SIGNS, ETC.). >2% TO 3% 11'-0" 3. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. >3% TO 4% 14'-0" 4. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO >4% TO 5% 15'-0" MAX PREVENT PONDING. CURB TRANSITION LENGTH FOR 5. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING WHEELCHAIR RAMPS CURBING) A 5'x5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FT. PREPARED: CBK *NOTE: CHECKED: ELG 6. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY. BASED ON A DESIGN SLOPE OF 7.5% AND REVEAL OF 6". DATE 7. DETECTABLE WARNING PANELS ARE REQUIRED ON ALL OF THE PROPOSED WHEELCHAIR RAMPS AND ARE TO BE INSTALLED IN 1/30/2020 ACCORDANCE WITH CONSTRUCTION STANDARD E 107.6.5 (DECEMBER 2016). CONTRACTOR SHALL PROVIDE 6" BETWEEN DETECTABLE REV 1 - WARNING PANEL AND EDGE OF CONCRETE WHERE IT ABUTS LOAM & REV. 2 - SEED. REV. 3 - 8. WHEELCHAIR RAMP SLOPES AND CROSS SLOPES SHALL HAVE A CONSTRUCTION TOLERANCE OF ±0.5%. SHEET NAME WHEELCHAIR RAMP DETAILS DRAWING NUMBER CD.02 TRAILING ANCHORAGE NOT TO SCALE SHEET NUMBER 10 11 FINAL DESIGN OF