Town of Winchester Roadway Improvements

3 MB·English

by  Town of Winchester

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
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N Y
A
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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
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2 0
0 0
A, 28
M -
7
PAVEMENT NOTES N 2
9
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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