Plotted on 19-Oct-2015 11:04 AM

MEDWAY MAIN STREET (ROUTE 109) SHEET TOTAL NO. SHEETS

STATE

FED. AID PROJ. NO.

MA

CMAQ/HSIP/STP/TAP-002S(837)

1

295

605657

PROJECT FILE NO.

10025_CS.DWG

TITLE SHEET & INDEX

INDEX SHEET NO.

DESCRIPTION

IN THE TOWN OF

1

TITLE SHEET & INDEX

2

GENERAL LEGEND, ABBREVIATIONS & NOTES

3

KEY PLAN & BORING LOCATIONS

4-5

PAVEMENT CORES

6-9

BORING LOGS

10-16

TYPICAL SECTIONS

17-33

SURVEY CONTROL PLANS

34-50

CONSTRUCTION PLANS

51-73

CONSTRUCTION PROFILES

74-90

CURB TIE PLANS

91-95

GRADING PLANS

96-112

DRAINAGE & UTILITY PLANS

113-129

PAVEMENT MARKING & SIGNING PLANS

130-132

SIGN SUMMARY SHEETS

133

TRAFFIC SIGNAL PLANS

143-144

TIME SPACE DIAGRAMS MAST ARM STANDARD DRAWINGS

151-157

TEMPORARY TRAFFIC CONTROL PLANS

158-174

LANDSCAPE PLANS LIGHTING PLANS

193-195

ELECTRICAL DETAILS

197 198

N LIMIT OF WORK STA. 15+60.00

END PROJECT STA. 179+90.00 MEET EXISTING N2880611.1395 E681352.1105

LANDSCAPE DETAILS

176-192 196

DESIGN DESIGNATION

BICYCLE LOOP DETECTOR DETAILS

146-150

175

NORFOLK COUNTY

TRAFFIC LEGEND, ABBREVIATIONS & NOTES

134-142 145

THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015, THE 2014 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS, (AS RELATED TO TRAFFIC STANDARD DETAILS ONLY), THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, WILL GOVERN.

WETLAND REPLICATION PLAN RIVERFRONT RESTORATION & BIORENTENTION AREA PLAN RIVERFRONT RESTORATION & BIORENTENTION AREA DETAILS

199-201

CONSTRUCTION DETAILS

202-204

WHEELCHAIR RAMP/DRIVEWAY DETAILS

205-208

BRIDGE PLANS

209-295

CROSS SECTIONS

DESIGN SPEED: ADT (2011): ADT (2031): K: D: T (PEAK HOUR): T (AVERAGE DAY): DHV: DDHV: FUNCTIONAL CLASSIFICATION:

MAIN STREET (ROUTE 109) (W. OF WINTHROP ST)

MAIN STREET (ROUTE 109) (E. OF WINTHROP ST)

MAIN STREET (ROUTE 109) (W. OF POND ST)

MAIN STREET (ROUTE 109) (E. OF POND ST)

30 MPH 21,300 23,500 7.6% 60% EB 2% 3% 1,800 1,100 URBAN PRINCIPAL ARTERIAL (NHS-OTHER ROUTE)

35 MPH 20,600 22,700 7.6% 58% WB 2% 4% 1,700 1,000 URBAN PRINCIPAL ARTERIAL (NHS-OTHER ROUTE)

35 MPH 20,800 23,000 7.7% 58% WB 6% 7% 1,800 1,000 URBAN PRINCIPAL ARTERIAL (NHS-OTHER ROUTE)

35 MPH 20,600 22,800 7.7% 56% WB 4% 5% 1,800 1,000 URBAN PRINCIPAL ARTERIAL (NHS-OTHER ROUTE)

LIMIT OF WORK STA. 12+45.00 LIMIT OF WORK STA. 15+50 LIMIT OF WORK STA. 9+50.00

CHICKEN BROOK CULVERT BRIDGE NO. M-13-012 (7W4)

PLAN SHEET RESPONSIBILITY

1-157

BEGIN PROJECT STA. 100+90.00 MEET EXISTING N2877247.2709 E674335.8982

199-295

landscape architects: Copley Wolff Design Group

158-175

160 Boylston Street, 3rd floor Boston, MA 02116

DATE

DESCRIPTION

REV #

p. 617 654 9000 f. 617 654 9002

0 176-195

POWER ENGINEERS, LLC 37 Fox Den Road Kingston, MA 02364-2150 (508) 612-0382 www.PowerEngineersLLC.com

2000

5000

10000

SCALE: 1" = 2000'

RECOMMENDED FOR APPROVAL

Electrical Engineering, Power, Lighting, Technical Studies and Utility Consulting

LENGTH OF PROJECT = 7,900 FEET = 1.501 MILES CHIEF ENGINEER

196-198

DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION

DATE

APPROVED

APPROVED:

DIVISION ADMINISTRATOR

DATE

HIGHWAY ADMINISTRATOR

DATE

WELL EHH GG BHL # MW # TP #

CATCH BASIN CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE POST CIRCULAR WELL ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT

SWLL SWEL SWGL BWLL BYLL WGL DWL DYL SWL SYL SYEL SYGL YGL DYL DYCL

LIGHT POLE

WHERE AN EXISTING UNDERGROUND UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.

4.

AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

5.

THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS, OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE & RESET" (R&R).

6.

ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE.

7.

ALL PROPOSED PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

8.

ALL EXISTING STATE, COUNTY, CITY AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATIONS ARE NOT GUARANTEED.

9.

ALL TRANSVERSE JOINTS, AND ALL LONGITUDINAL JOINTS BETWEEN NEW SURFACE PAVEMENT AND EXISTING SURFACE PAVEMENT TO REMAIN SHALL BE COATED WITH A HOT POURED RUBBERIZED ASPHALT SEALANT MEETING THE REQUIREMENTS OF FEDERAL SPECIFICATION NUMBER SS-S-1401.

15. ALL PUBLICLY OWNED GATE BOXES, SERVICE BOXES, MANHOLE FRAMES AND COVERS SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 16. ALL NEW SIDEWALKS AND DRIVEWAY GRADES SHALL MATCH EXISTING GRADES AT BACK OF SIDEWALK LINE UNLESS SHOWN OTHERWISE ON THE PLANS AND CROSS-SECTIONS.

1'-11"

18. CONTRACTOR TO CONTACT ENGINEER PRIOR TO INSTALLATION OF BOUNDS FOR FINAL LOCATIONS. 19. DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. ONLY AFTER THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD ADJUSTMENTS TO LINE & GRADE UP TO A DEPTH OF 5’ SHALL BE INCLUDED IN THE COST OF THE PIPE. PIPE EXCAVATION GREATER THAN 5’ WILL BE PAID UNDER CLASS B TRENCH EXCAVATION.

40" 72"

20. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

112" 72"

GENERAL ABBREVIATIONS

72"

SHARED LANE "SHARROW" MARKING DETAIL NOT TO SCALE

72"

BIKE LANE MARKING DETAIL NOT TO SCALE

SL

4' (MIN) 2'

SL

CW

SL

CW

12" WHITE LINE (TYP.) CW

10' (TYP)

24"

SL WHITE

SCALE

TYPICAL CROSSWALK MARKINGS NOT TO SCALE

1'-0" (TYP.)

12" YGL OR 8" WGL

SL

NOT TO SCALE

3.

GENERAL LEGEND, ABBREVIATIONS & NOTES

17. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ALL EXISTING TREES AND ROOTS THAT ARE NOT DESIGNATED FOR REMOVAL.

3

ARROW & ONLY DETAIL

605657

THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND TO PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL "DIG-SAFE" 1-888-DIGSAFE (344-7233) AT LEAST 72 HOURS BEFORE COMMENCING CONSTRUCTION.

14. ALL CASTINGS SHALL BE SET FLUSH WITH FINISHED GRADE.

8'-3"

YIELD LINE MARKINGS

20' MIN.

295

13. PRIOR TO THE START OF ANY NEW UTILITY WORK, ALL ELEVATIONS OF EXISTING UTILITIES IN THOSE AREAS ARE TO BE VERIFIED. THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY SHOULD ANY DISCREPANCIES OCCUR.

1'-8"

5'-9"

UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE/WATER SHUT OFF PARKING METER OVERHEAD CABLE/WIRE CURBING CONTOURS UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)

8'-3"

PROJECT FILE NO.

2

12. ALL PROPERTY LINES BETWEEN ABUTTERS ARE APPROXIMATE ONLY.

1'-3"

UTILITY POLE WITH DOUBLE LIGHT

32' MIN.

CMAQ/HSIP/STP/TAP-002S(837)

11. THE LIMIT OF WORK AREA SHALL BE THE STREET RIGHT OF WAY UNLESS SHOWN OTHERWISE.

3'-1"

BALANCE STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD FENCE COMPOST FILTER TUBES TREE LINE OR LIMIT OF CLEARING AND GRUBBING SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY BANK OF RIVER OR STREAM 24" 12" BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER 36" STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE NOT TO TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT

8'-0"

MA

SHEET TOTAL NO. SHEETS

"

WG PM

FED. AID PROJ. NO.

10. ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED SHALL HAVE LOAM BORROW PLACED AND SEEDED. THE LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 4 INCHES AND SHALL BE PLACED FLUSH WITH THE TOP OF THE ADJACENT CURB, EDGING, BERM, SIDEWALK, OR PAVEMENT SURFACE.

BROKEN LANE LINES TO BE 10' IN LENGTH WITH 30' GAP (TYP.) DOTTED LINE TO BE 3' IN LENGTH WITH 9' GAP FOR LANE DROP/ADD MARKINGS DOTTED LINE TO BE 2' IN LENGTH WITH 4' GAP FOR LINE EXTENSIONS NOTE: ARROW & ONLY=APPROX. 46 SQ.FT.

STATE

2.

PAVEMENT ARROWS

4 4'-

UFB UPDL ULT UP

PAVEMENT ARROW & LEGEND

R=

TPL or GUY

COUNTY BOUND GPS POINT CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX

8'-0"

MHB

OR CW

EXISTING CONDITIONS INFORMATION IS BASED ON SURVEY PROVIDED BY NORFOLK COUNTY ENGINEERING DEPARTMENT DATED JULY 4, 2009. SUPPLEMENTAL SURVEY PROVIDED BY GREENMAN-PEDERSEN, INC. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ALL SURVEY POINTS HAVE BEEN DETERMINED WITH RESPECT TO THE MASSACHUSETTS MAINLAND ZONE STATE PLANE COORDINATE SYSTEM 2001 AS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

15'-0"

GORE AREA DETAIL NOT TO SCALE

1

AADT ABAN ADJ APPROX. A.C. ACCM PIPE BIT. BC BD. BL BLDG BM BO BOS BR. CB CBCI CC CCM CEM CI CIP CIT CLF CL CMP CNTR CSP CO. CONC CONT CONST CR GR DH DHV DI DIA DIP DW DWY ELEV (or EL.) EMB EOP EXIST (or EX)

ANNUAL AVERAGE DAILY TRAFFIC ABANDON ADJUST APPROXIMATE ASPHALT CONCRETE ASPHALT COATED CORRUGATED METAL PIPE BITUMINOUS BOTTOM OF CURB BOUND BASELINE BUILDING BENCHMARK BY OTHERS BOTTOM OF SLOPE BRIDGE CATCH BASIN CATCH BASIN WITH CURB INLET CEMENT CONCRETE CEMENT CONCRETE MASONRY CEMENT CURB INLET CAST IRON PIPE CHANGE IN TYPE CHAIN LINK FENCE CENTERLINE CORRUGATED METAL PIPE CENTER CORRUGATED STEEL PIPE COUNTY CONCRETE CONTINUOUS CONSTRUCTION CROWN GRADE DRILL HOLE DESIGN HOURLY VOLUME DROP INLET DIAMETER DUCTILE IRON PIPE STEADY DON'T WALK - PORTLAND ORANGE DRIVEWAY ELEVATION EMBANKMENT EDGE OF PAVEMENT EXISTING

EXC F&C F&G FD FDN. FLDSTN GAR GD GG GI GIP GRAN GRAV GRD HDW HMA HOR HYD INV JCT L LB LP LT MAX MB MH MHB MIN NIC NO. PC PCC P.G.L. PI POC POT PRC PROJ PROP PSB PT PVC PVI

EXCAVATION FRAME AND COVER FRAME AND GRATE FOUND FOUNDATION FIELDSTONE GARAGE GROUND GAS GATE GUTTER INLET GALVANIZED IRON PIPE GRANITE GRAVEL GUARD HEADWALL HOT MIX ASPHALT HORIZONTAL HYDRANT INVERT JUNCTION LENGTH OF CURVE LEACH BASIN LIGHT POLE LEFT MAXIMUM MAILBOX MANHOLE MASSACHUSETTS HIGHWAY BOUND MINIMUM NOT IN CONTRACT NUMBER POINT OF CURVATURE POINT OF COMPOUND CURVATURE PROFILE GRADE LINE POINT OF INTERSECTION POINT ON CURVE POINT ON TANGENT POINT OF REVERSE CURVATURE PROJECT PROPOSED PLANTABLE SOIL BORROW POINT OF TANGENCY POINT OF VERTICAL CURVATURE POINT OF VERTICAL INTERSECTION

PVT PVMT PWW R R&D RCP RD RDWY REM RET RET WALL ROW RR R&R R&S RT SB SBDH SGE SHLD SMH ST STA SSD SHLO SW T TAN TEMP TC TOS TYP UP VAR VERT VC WCR WG WIP WM WSO X-SECT

POINT OF VERTICAL TANGENCY PAVEMENT PAVED WATER WAY RADIUS OF CURVATURE REMOVE AND DISPOSE REINFORCED CONCRETE PIPE ROAD ROADWAY REMOVE RETAIN RETAINING WALL RIGHT OF WAY RAILROAD REMOVE AND RESET REMOVE AND STACK RIGHT STONE BOUND STONE BOUND DRILL HOLE SLOPED GRANITE EDGING SHOULDER SEWER MANHOLE STREET STATION STOPPING SIGHT DISTANCE STATE HIGHWAY LAYOUT LINE SIDEWALK TANGENT DISTANCE OF CURVE/TRUCK % TANGENT TEMPORARY TOP OF CURB TOP OF SLOPE TYPICAL UTILITY POLE VARIES VERTICAL VERTICAL CURVE WHEEL CHAIR RAMP WATER GATE WROUGHT IRON PIPE WATER METER/WATER MAIN WATER SHUT OFF CROSS SECTION

Plotted on 15-Oct-2015 1:40 PM

FP GP MB

CW

CATCH BASIN

STOP LINE - 12" CROSSWALK - 2-12" WHITE LINES 9' ON CENTER (IN SHLO.) LONGITUDINAL LINES ARE 10'x12" PARALLEL WHITE LINES, 3' ON CENTER (IN TOWN LAYOUT) SOLID WHITE LANE LINE - 4" (6" IN SHLO) SOLID WHITE EDGE LINE - 4" (6" IN SHLO) SOLID WHITE GORE LINE - 12" BROKEN WHITE LANE LINE - 4" (6" IN SHLO) BROKEN YELLOW LANE LINE - 4" (6" IN SHLO) WHITE GORE LINE - 12" DOTTED WHITE LINE - 4" (6" IN SHLO) DOTTED YELLOW LINE - 4" (6" IN SHLO) SOLID WHITE LINE - 4" SOLID YELLOW LINE - 4" (6" IN SHLO) SOLID YELLOW EDGE LINE - 4" (6" IN SHLO) SOLID YELLOW GORE LINE - 12" YELLOW GORE LINE - 12" DOUBLE YELLOW LINE - 2-4" (6" IN SHLO) DOUBLE YELLOW CENTER LINE - 2-4" (6" IN SHLO)

6'-7"

CB

SL

JERSEY BARRIER ON BRIDGE OR JERSEY BARRIER

1.

3'-4"

JB

DESCRIPTION

2'-8"

PROPOSED

CW

EXISTING

MEDWAY MAIN STREET (ROUTE 109)

GENERAL NOTES

10025_LE.DWG

PAVEMENT MARKING LEGEND

GENERAL SYMBOLS

MEDWAY MAIN STREET (ROUTE 109) STATE

PT +52.03

MASS. CMAQ/HSIP/STP/TAP-002S(837)

REM. EXIST. ISLAND; PROP. FULL DEPTH CONST.

(R &

PROJECT FILE NO.

PROP. FULL DEPTH CONST. (TYP.) GENERAL NOTES

R) ) &R

(R

1. L=

12

PROP. PERM. EASEMENT (TYP.) PROP. GRAN. CURB TYPE VB (TYP.) PROP. 5' X 14' PASSING PLATFORM

.8 110

2.

69'

0 18 . 0 R =1

3.

PROP. MAILBOX

FED. AID PROJ. NO.

SHEET TOTAL NO. SHEETS

34

295

605657

CONSTRUCTION PLANS

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

'

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. LOAM & SEED (TYP.) PROP. 5' CEM. CONC. SIDEWALK

MAIN STREET (ROUTE 109) CONST. STA. 103+54.08 = MILFORD STREET (ROUTE 109) CONST. STA. 10+00.00

PROP. GRAN. CURB TYPE VB (TYP.) PROP. VAR. WIDTH CEM. CONC. SIDEWALK R&S EXIST. MAILBOX

PROP. LOAM & SEED (RET.)

(RET.)

BEGIN PROJECT STA. 100+90.00 MEET EXISTING N2877247.2709 E674335.8982

100

PROP. CEM. PROP. CEM. CONC. WALK CONC. WCR-2 (TYP.) REM. & REBUILD PORTION OF STONE WALL AT LAYOUT LINE PROP. CEM. CONC. WCR-1 PROP. TEMP. EASEMENT (TYP.)

& PGL PROP. CONST. N 43° 07' 38" W 141.162'

PROP. MILLING & 13 4" OVERLAY

PROP. CEM. CONC. WCR-3

(RET.)

PROP. MAILBOX

DW-1

101

102

PROP. SCORED CEM. CONC. ISLAND

PROP. 3" CURB REVEAL PROP. CEM. CONC. WCR-4 (R&S) (R &R )

(R&R)

204

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

(R

REM. EXIST. PVMT. & REPLACE W/PROP. LOAM & SEED

PROP. VAR. WIDTH CEM. CONC. SIDEWALK

REM. & RELAY PORTION OF EXIST. BRICK WALK

REM. AND REBUILD STONE WALLS AT BACK OF SIDEWALK 105

104

201

PROP. GRAN. CURB TYPE VB (TYP.)

)

PROP. CEM. CONC. WCR-8

&R

(RET.)

(R

(REM.)

) (RET.

R) (R&

PROP. CEM. CONC. WCR-7

(RET.) PROP. 5' CEM. CONC. SIDEWALK (TYP.)

199

PROP. HMA WALK PROP. MAILBOX

195

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

11

L=33.043' R=80.00' PT +59.72 S 19° 27' 44" E PROP. CONST. & PGL

(REM.)

PROP. CEM. CONC. WCR-5

)

PROP. INDIVIDUAL TREE PROT.

DW-3

(R&R)

PROP. SLOPE LIMIT (TYP.)

(RET.

PROP. SLOPE LIMIT (TYP.)

PROP. MAILBOX

)

PROP. LOAM & SEED (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. CONST. & PGL 106 N 48° 18' 52" E 724.450' PROP. MAILBOX

(RET.)

PROP. 3" CURB REVEAL

(RET.

203

(R&R)

(REM.)

(R&R)

DW-2

PC +26.68

(RET.) PROP. INDIVIDUAL TREE PROT.

PROP. CEM. CONC. WCR-6

(REM.)

PROP. CEM. CONC. WCR-11

(R&R)

PROP. ALTERATION LINE (TYP.)

(RET.)

PROP. SLOPE LIMIT (TYP.)

(R&R)

S 43° 07' 38" E 26.678' (RET.)

PROP. MILLING & 13 4" OVERLAY PROP. HMA WALK LIMIT OF WORK STA. 11+00.00 MEET EXISTING

R&R FENCE SECTION

PROP. FULL DEPTH CONST. (TYP.)

(RET.)

&R )

103

PROP. CONST. & PGL N 48° 18' 52" E 724.450'

PROP. GRAN. CURB TYPE VB (TYP.)

REM. EXIST. ISLAND

D)

PROP. MAILBOX

PROP. GRAN. CURB TYPE VB AT BACK OF SIDEWALK

(R&

PROP. VAR. WIDTH CEM. CONC. SIDEWALK (MEET EXIST. WALL)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

196

PROP. SLOPE LIMIT (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. FULL DEPTH CONST. (TYP.)

PROP. INDIVIDUAL TREE PROT.

PROP. LOAM & SEED (TYP.)

11

202

REM. & REBUILD FENCE IN SAME LOCATION

PROP. 4' CEM. CONC. SIDEWALK

(R&R)

PROP. CEM. CONC. WALK

DW-4

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. TEMP. EASEMENT (TYP.)

(RET.)

R&R FENCE

(R&R)

PC +41.16

PROP. CEM. CONC. WALK PROP. LOAM & SEED (TYP.)

MAIN STREET (ROUTE 109) CONST. STA. 103+57.40 = FRANKLIN STREET CONST. STA. 10+00.00

193 REM. & RELAY PORTION OF EXIST. COBBLESTONE WALK PROP. MAILBOX (2)

(RET.) PROP. TEMP. EASEMENT (TYP.) PROP. CEM. CONC. WALK

PROP. GRAN. CURB TYPE VB (TYP.) PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

35

295

605657

CONSTRUCTION PLANS

GENERAL NOTES

6

1. PROP. GRAN. CURB TYPE VB (TYP.) PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

2.

4

PROP. INDIVIDUAL TREE PROT.

"W 43' 38 L & PG N 54° ST. CON

. PROP

3 PROP. MAILBOX

16

(R ET

T.

)

PROP. 4' CEM. CONC. SIDEWALK (R E

)

(R EM

1

.)

ET .)

R&R CONC. CURB

)

(R E

M.

PROP. MAILBOX (TYP.)

)

(R ET .

3

14

(R

PROP. SLOPE LIMIT (TYP.)

PROP. LOAM & SEED (TYP.)

PR

(R

OP . S CON 83 ° 0 ST. 2' 22 " W & PG L

PROP. SLOPE LIMIT (TYP.)

ET

.)

PROP. CEM. CONC. WCR-10

DW

REM. AND REBUILD GRAN. BLOCK WALL

PROP. FULL DEPTH CONST. (TYP.)

(R&R)

R&R FENCE (R

&D

PROP. GRAVEL DRIVEWAY

13

)

DW

-5

(R

&R

202 PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

R&R FENCE

)

PROP. 6' CEM. CONC. SIDEWALK

PROP. CEM. CONC. WCR-9

PT +52.03

PROP. FULL DEPTH CONST. (TYP.)

R) ) &R

(R

L=

12

PROP. PERM. EASEMENT (TYP.) PROP. GRAN. CURB TYPE VB (TYP.) PROP. 5' X 14' PASSING PLATFORM

.8 110

196

69'

0 18 . 0 R =1

MILFORD STREET (ROUTE 109) CONST. STA. 12+40.02 = HIGHLAND STREET CONST. STA. 10+00.00

REM. EXIST. PVMT. & SIDEWALK; PROP. LOAM & SEED

REM. EXIST. ISLAND; PROP. FULL DEPTH CONST.

(R &

1 PROP. GRAVEL DRIVEWAY

PROP. GRAN. CURB TYPE VB (TYP.)

PR

(R&R)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(RET.)

PROP. MAILBOX

-6

PROP. 4' CEM. CONC. SIDEWALK

(RET.)

(R&D)

PROP. CEM. CONC. WALK

5.20

PROP. MAILBOX

PROP. INDIVIDUAL TREE PROT.

T.

(RET.)

(RET.)

PROP. 5' CEM. CONC. SIDEWALK

PROP. MAILBOX

'

200

PROP. CEM. CONC. WALK PROP. LOAM & SEED (TYP.) R&R FENCE

PC +41.16

(R E

-7

PROP. SLOPE LIMIT (TYP.)

11

DW

PROP. TEMP. EASEMENT (TYP.)

PROP. FULL DEPTH CONST. (TYP.)

.)

DW-9

ET

OP . L =1 C O N S T. 4 5 .1 & PG 95' L R =17 2.0 0 '

(R

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) (RET.)

15

PROP. MILLING & 13 4" OVER 212" OVERLAY

PT +4

PROP. INDIVIDUAL TREE PROT.

PROP. INDIVIDUAL TREE PROT.

.)

.)

LIMIT OF WORK STA. 11+90.00 MEET EXISTING

(RET.)

5

PROP. CEM. CONC. WALK

(R ET

-8

PROP. MILLING & 13 4" OVER 212" OVERLAY

(R ET

LIMIT OF WORK STA. 15+50.00 MEET EXISTING

2

2

.)

DW

12

(R ET

.)

PROP. 5' X 5' PASSING PLATFORM

(R&R)

4

PROP. LOAM & SEED (TYP.)

3.

PROP. TEMP. EASEMENT (TYP.)

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

MEDWAY MAIN STREET (ROUTE 109) STATE

GENERAL NOTES 1.

3

4"

12

PROP. MILLING & 1

OVERLAY

N 42° 44' 27" W

D)

REM. EXIST. PVMT. & REPLACE W/PROP. LOAM & SEED

(R&

PROP. GRAN. CURB TYPE VB AT BACK OF SIDEWALK

(RET.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

R&R FENCE SECTION

(R&R) 11 L = 2 8 .13 8' R = 6 00 . 0 0 ' PC +95.93 PT +24.07

RET. PLANTINGS

PROP. INDIVIDUAL TREE PROT.

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

PROP. CEM. STONE MAS. RET. WALL W/ PROP. ORNAMENTAL FENCE PROP. TEMP. EASEMENT (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

(R&R) PROP. CONST. & PGL N 40° 03' 14" W 95.929'

190

(RET.)

RETAIN TREE PROP. INDIVIDUAL TREE PROT.

(RET.)

(RET.)

DW-10

DW-11

DW-12

DW-16

107

PROP. SLOPE LIMIT (TYP.)

PC +69.64 8 5 0 .0 0 ' L = 5 8. 6 8 4 ' R =

191 PROP. CEM.

CONC. WCR-14

MAIN STREET (ROUTE 109) CONST. STA. 106+95.32 = HIGH STREET CONST. STA. 10+00.00

PROP. EOP

LIMIT OF WORK STA. 11+30.00 MEET EXISTING

S 42° 30' 10" E

PT +28.32

PROP. CEM. CONC. WALK (TYP.) PROP. MAILBOX

PROP. SLOPE LIMIT (TYP.)

PROP. CEM. CONC. SIDEWALK (TYP.)

PROP. MILLING & 1 3 4" OVERLAY

PROP. 5' CEM. CONC. SIDEWALK

(R&D)

(R&D)

REM. PORTION OF EXIST. WALL & REPLACE W/ CEM. STONE MAS. RET. WALL & 4' CLF

184

(RET.)

PROP. GRAN. CURB TYPE VB (TYP.) PROP. VAR. WIDTH CEM. CONC. SIDEWALK

PROP. MILLING & 13 4" OVER 212" OVERLAY (RET.)

(RET.)

(RET.)

DW-20

DW-18

110

111

PROP. GRAVEL REM. PLANTINGS DRIVEWAY

PROP. FULL DEPTH CONST. (TYP.)

DW-19 (REM.)

(RET.)

PROP. SLOPE LIMIT (TYP.) PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. LOAM & SEED (TYP.)

11

193

R&R FENCE

REM.

(RET.)

(REM.)

PROP. INDIVIDUAL TREE PROT.

189

PROP. MAILBOX

187

185

PROP. HMA WALK PROP. MAILBOX

PROP. MILLING & 1 3 4" OVER 212" OVERLAY

PROP. GRAN. CURB TYPE VB (TYP.)

(REM.)

DW-21 (REM.) (REM.)(REM.)(REM.)

(REM.) (REM.) (REM.)

(REM.) (RET.)

PROP. CEM. CONC. WCR-13

PROP. GRAN. CURB TYPE VB (TYP.)

MAIN STREET (ROUTE 109) CONST. STA. 106+39.44 = SLOCUMB PLACE CONST. STA. 10+00.00

(REM.)

(RET.)

E 69.640' & PGL

197

(REM.)

PROP. MAILBOX R&S EXIST. MAILBOX

DW-15 PROP. BRICK DRIVEWAY DW-14

PROP. PERM. EASEMENT (TYP.) DW-13

T.

(RET.)

PROP. CEM. CONC. WALK

109 PROP. CONST. & PGL N 48° 40' 37" E 1554.582'

R&R BOLLARD

(R&R)

S 46° 27' 30"

D)

(REM.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

108

PROP. CONS

(R&

DW-3

PROP. TEMP. EASEMENT (TYP.)

PROP. GRAN. CURB CORNERS TYPE A (TYP.)

PI +23.07 (R&R)

DW-17

(RET.)

182

PROP. FULL DEPTH CONST.

PROP. MAILBOX (RET.)

(REM.)

PROP. CONST. & PGL 106 N 48° 18' 52" E 724.450'

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. MAILBOX PROP. LOAM & SEED (TYP.)

PROP. SCORED CEM. CONC. ISLAND

PROP. MAILBOX

188

PROP. INDIVIDUAL TREE PROT.

(RET.)

PROP. CEM. CONC. WCR-12

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

R&R ROCKS

PROP. SLOPE LIMIT (TYP.)

192

PROP. SLOPE LIMIT (TYP.) PROP. CEM. CONC. WALK

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

(RET.)

(R&R)

PROP. INDIVIDUAL TREE PROT.

(RET.)

(R&R)

PROP. 6' CEM. CONC. SIDEWALK

PROP. FULL DEPTH CONST. (TYP.)

PROP. SLOPE LIMIT (TYP.)

605657

CONSTRUCTION PLANS

PROP. STEPS (STD. DWG. E 304.1.0 - DESIGN A) W/ ORNAMENTAL HAND RAIL (SEE SPECIAL PROVISIONS)

PROP. FULL DEPTH CONST. (TYP.)

PROP. CEM. CONC. WCR-11

PROJECT FILE NO.

295

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(RET.)

REM. & REBUILD FENCE IN SAME LOCATION

196

3.

LIMIT OF WORK STA. 11+75.00 MEET EXISTING

36

MASS. CMAQ/HSIP/STP/TAP-002S(837)

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

2.

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

PROP. 5' CEM. CONC. SIDEWALK (TYP.) PROP. TEMP. EASEMENT (TYP.)

(REM.) (REM.) PROP. SLOPE LIMIT (TYP.) PROP. MAILBOX

181

183

PROP. CEM. CONC. DRIVEWAY PROP. LOAM & SEED (TYP.) PROP. MAILBOX

Maryjane's House

R&D PORTION OF EXIST. HWY. GUARD; PROP. STEEL W-BEAM HWY. GUARD

PROP. FULL DEPTH HMA DRIVEWAY (TYP.) PROP. INDIVIDUAL TREE PROT.

REM. PORTION OF EXIST. STONE WALL REM. & RELAY PORTION OF EXIST. BRICK WALK

(REM.)

MEDWAY MAIN STREET (ROUTE 109) STATE

GENERAL NOTES 1.

3.

SHEET TOTAL NO. SHEETS

37

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

2.

FED. AID PROJ. NO.

295

605657

CONSTRUCTION PLANS

+3

4. 28

1 MECHANIC STREET PARK

PT

172 174-B

R&R

(RET.)

DW-22

111

112 PROP. FULL DEPTH CONST. (TYP.)

113

(REM.)

(R&R)

(R&R)

N 41° 19' 23" W 20.008' PROP. CONST. & PGL 114

(REM.) (REM.)

(REM.)

DW-33

115

(RET.)

RET. WALL & FENCE

PROP. MAILBOX PROP. FULL DEPTH CONST. (TYP.)

181

PROP. GRAN. CURB TYPE VB (TYP.) PROP. INDIVIDUAL TREE PROT. PROP. LOAM & SEED (TYP.)

R&S EXIST. MAILBOX

PROP. CEM. CONC. WALK (TYP.)

177

179

116

117

DW-30

DW-32

(RET.)

PROP. MAILBOX

PROP. SLOPE LIMIT (TYP.)

DW-29

(RET.)

(RET.)

PROP. CONST. & PGL N 48° 40' 37" E 1554.582'

PROP. CEM. CONC. WALK

DW-28

(REM.)

(RET.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

REM. PLANTING RET. PLANTINGS

PROP. TEMP. EASEMENT (TYP.)

PROP. CEM. CONC. WCR-17

PROP. MAILBOX

PROP. 5' CEM. CONC. SIDEWALK (TYP.)

175

PROP. MAILBOX

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

RET. CONC. WALL AND STEPS (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

171 R&R FENCE

173

PROP. LOAM & SEED (TYP.)

RABBIT HILL HISTORIC DISTRICT LIMIT

West Medwat Liquors PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(REM.)

DW-31

PROP. MAILBOX

DW-27

DW-25

(REM.)

(REM.) DW-107

DW-26 PROP. CEM. CONC. WCR-15

PROP. SLOPE LIMIT (TYP.)

PROP. LOAM & SEED (TYP.)

R&R (TYP.)

DW-23 (REM.) (REM.)

PROP. TEMP. EASEMENT (TYP.)

(RET.)

PROP. 5' CEM. CONC. SIDEWALK (TYP.)

DW-24

PROP. CONST. & PGL N 48° 40' 37" E 1554.582'

DW-21

(REM.)

PROP. LOAM & SEED (TYP.)

178

PROP. CEM. CONC. WCR-16

PROP. MILLING & 13 4" OVERLAY LIMIT OF WORK STA. 10+80.00 MEET EXISTING

T.)

(RET.)

PROP. SLOPE LIMIT (TYP.)

PROP. 6' CEM. CONC. SIDEWALK

(RET.) (RET.)

(RET.)

(REM.) (REM.)(REM.)(REM.)

PROP. MAILBOX PROP. MILLING & 13 4" OVER 212" OVERLAY

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

REM. & RELAY EXIST. COBBLESTONE WALK PROP. MILLING & 13 4" OVER 212" OVERLAY REM. & PROP. MAILBOX RELAY PORTION OF EXIST. BRICK WALK

(RE

RET. STEPS

(RET.)

RET. EXIST. MAILBOX PROP. MAILBOX

(RET.)

PROP. GRAN. CURB TYPE VB (TYP.) PROP. VAR. WIDTH CEM. CONC. SIDEWALK

176

PROP. 6' CEM. CONC. SIDEWALK (TYP.) RET. PLANTINGS

(RET.)

180

RET. TREE

PC +20.01 P R OP. C ON R =17 0 S T . .0 0 '

182

174-A

PROP. FULL DEPTH HMA DRIVEWAY (TYP.) RET. EXIST. MAILBOX

(R&R)

PROP. FULL DEPTH CONST.

PROP. SLOPE LIMIT (TYP.) PROP. FULL DEPTH CONST. (TYP.)

T.)

RET. PLANTINGS

SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. TEMP. EASEMENT (TYP.)

11

184 PROP. CEM. CONC.

LIMIT OF WORK STA. 10+71.00 MEET EXISTING

(RE

MAIN STREET (ROUTE 109) CONST. STA. 113+86.04 = MECHANIC STREET CONST. STA. 10+00.00

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

MEDWAY MAIN STREET (ROUTE 109) STATE

PROJECT FILE NO.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

2. 3.

38

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES 1.

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

295

605657

CONSTRUCTION PLANS

PROP. COMPOST FILTER TUBES (TYP.)

PROP. PERM. EASEMENT (TYP.)

LIMIT OF WORK STA. 11+46.00 MEET EXISTING

PROP. INDIVIDUAL TREE PROT.

REFER TO BRIDGE PLANS FOR DETAILS OF PROP. WORK AT CHICKEN BROOK CULVERT (BRIDGE NO. M-13-012)

(REM.)

PROP. SLOPE LIMIT (TYP.)

PROP. CEM. CONC. WCR-23

PROP. 5' CEM. CONC. SIDEWALK

168

REM. & RELAY EXIST. COBBLESTONE WALK PROP. MILLING & 13 4" OVER 212" OVERLAY REM. & PROP. MAILBOX RELAY PORTION OF EXIST. BRICK WALK

(REM.)

(REM.)

172

R&S EXIST. MAILBOX PROP. TEMP. EASEMENT (TYP.)

(RET.)

DW-35

(R&R)

S2

PROP. 6' CEM. CONC. SIDEWALK REM. PLANTINGS

T.)

PROP. MAILBOX

(RE

RET. PLANTINGS PROP. SLOPE LIMIT (TYP.)

T.)

169 (RE

11 PROP. TEMP. EASEMENT (TYP.)

120

PROP. MAILBOX

PROP. CONST. & PGL N 48° 40' 37" E 1554.582'

(R&D)

(R&D)

DW-36

DW-40

DW-41

DW-39

(R&D)

PROP. CEM. CONC. WCR-18

PROP. MILLING & 13 4" OVERLAY

Odd Fellows

(RET.) (RET.)

RET. PLANTINGS

167

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(RET.) (RET.)

PROP. INDIVIDUAL TREE PROT. PROP. LOAM & SEED (TYP.) PROP. CEM. CONC. WALK (TYP.) PROP. VAR. WIDTH CEM. CONC. SIDEWALK PROP. INDIVIDUAL TREE PROT.

PROP. INDIVIDUAL TREE PROT.

121

(R ET .) PROP. STONE LANDSCAPING WALL (SEE SHEET 175 FOR (REM.) DETAILS)

PROP. CEM. CONC. WCR-21

PROP. LOAM & SEED (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

122

PROP. CEM. CONC. WCR-22 (R&S)

(RET.) 6.50' (RET.)

(RET.)

INSTALL NEW FLAG POLE (SUPPLIED BY TOWN)

(R&D)

(R&D)

5.50'

(RET.)

(REM.)

PROP. STONE MAS. RET. WALL IN CEMENT MORTAR W/ PROP. ORNAMENTAL FENCE (SEE SHEET 201 FOR (REM.) PROP.DETAILS) CEM. CONC. WCR-20

RET. CONC. WALL

6.50'

(REM.)

(RET.)

R&R FENCE

LIMIT OF WORK STA. 10+80.00 MEET EXISTING

(RET.) PROP. STONE LANDSCAPE RETAINING WALL (SEE SHEET 175 FOR DETAILS)

PROP. FULL DEPTH CONST. (TYP.) (R&D)

PROP. CEM. CONC. WCR-19

DW-38

119

PROP. CONST. & PGL N 48° 40' 37" E 1554.582'

PRO

PROP. CEM. CONC. WCR-17

DW-37

R&S EXIST. MAILBOX

P. C O 0° 4 NST. 1' 3 7" E

PROP. CEM. CONC. WALK

PROP. LOAM & SEED (TYP.)

(RET.)

(REM.)

(REM.)

118

171

(RET.)

(RET.)

PROP. LOAM & SEED (TYP.) PROP. INDIVIDUAL TREE PROT.

(R&D)

DW-34

PROP. MAILBOX

RET. PLANTINGS

RET. FENCE

117

173

PROP. LOAM & SEED (TYP.)

164

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. MAILBOX

PROP. MAILBOX

DW-33

(RET.)

PROP. CEM. CONC. WALK

REFER TO DRAINAGE & UTILITY PLANS, LANDSCAPE PLANS AND BIORETENTION PLANS FOR DETAILS

(REM.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

170

(REM.)

(RET.)

(RET.)

PC +77.65 123 REM. & REBUILD STONE WALL W/ LIGHT (R&D) DW-42

(RET.) (R&S)

(RET.)

(RET.)

RET. PLANTINGS

(REM.)

PROP. FULL DEPTH CONST. (TYP.)

(RET.)

174-B

(RET.)

REM. & RELAY PORTION OF EXIST. BRICK WALK

MAIN STREET (ROUTE 109) CONST. STA. 117+64.00 = LINCOLN STREET CONST. STA. 10+00.00

CHOATE PARK

PT +29.69

PROP. CONST. & PGL PC +46.71 N 41° 19' 23" W 46.708'

PROP. SLOPE LIMIT (TYP.) PROP. FULL DEPTH CONST. (TYP.)

PROP. 6' CEM. CONC. SIDEWALK

N

L=82.986' R=115.00'

0° 0

1' 22 "

E

(RET.)

PROP. TEMP. EASEMENT (TYP.)

PROP. INDIVIDUAL TREE PROT. PROP. GRAN. CURB TYPE VB (TYP.)

165 165

PROP. SLOPE LIMIT (TYP.)

PROP. INDIVIDUAL TREE PROT.

RET. 3" TREE. PROP. INDIVIDUAL TREE PROT.

RET. 3" TREE. PROP. INDIVIDUAL TREE PROT. PROP. 6' CEM. CONC. SIDEWALK PROP. INDIVIDUAL TREE PROT.

(RET.)

PROP. INDIVIDUAL TREE PROT. R&R BOLLARD

MAIN STREET (ROUTE 109) CONST. CHOATE PARK ACCESS DR CONST.

Medway Mill

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) PROP. FULL DEPTH HMA DRIVEWAY (TYP.) STA. 121+52.02 = STA. 10+00.00

MEDWAY MAIN STREET (ROUTE 109) STATE

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES 1. 2. 3. 4. 5.

RET. TREES (7) TOTAL SHEET

FED. AID PROJ. NO.

PROJECT FILE NO.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL. THE ABUTTER INTENDS TO CONSTRUCT THE WALL DURING THE PROJECT. CONTRACTOR SHALL COORDINATE WITH THE ABUTTER AND PROVIDE THE WORK CALLED FOR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL COORDINATE WITH THE TOWN CONCERNING THE FINAL LOCATION OF THE PEDESTRIAN ENTRANCE.

NO.

SHEETS

39

295

605657

CONSTRUCTION PLANS PROP. GRAN. CURB TYPE VB (TYP.) (RET.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(RET.) (RET.)

PROP. SLOPE LIMIT (TYP.)

PROP. SLOPE LIMIT (TYP.)

T.)

(RET.)

INSTALL NEW FLAG POLE (SUPPLIED BY TOWN)

(REM.) (R ET. )

REM. TREES

DW-45 DW-44

(REM.)

D)

(R&

PC

.65 +77

123

125

R&S EXIST. MAILBOX (REM.)

DW-46

DW-43

S)

(R&

T.)

(RE

S)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) T.)

(RE

PROP. LOAM & SEED (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.) REM. & REBUILD STONE WALL W/ LIGHT

165

PROP. INDIVIDUAL TREE PROT.

R&R BOLLARD

ADJ. SPRINKLER HEAD

PROP. MAILBOX

DW-48

PROP. GRAN. CURB TYPE VB (TYP.)

REM. & REBUILD BLOCK RET. WALL PROP. LOAM & SEED (TYP.)

157

PROP. TEMP. EASEMENT (TYP.)

Yorkis

Day Care

CONS T. N 6° 4 & PG L 8' 02" W

PROP .

(R&R)

(RET.)

PROP. 6' CEM. CONC. SIDEWALK

.)

(RET N 70° 13' 21" E 250.916' PROP. CEM. CONC. WCR-28 PROP. 3" CURB REVEAL

PT +94.24

(REM.)

159

REM. & REBUILD STONE WALL W/ LIGHT

(R&

127

R&S EXIST. MAILBOX

R&S EXIST. MAILBOX

(REM.)

PROP. SLOPE LIMIT (TYP.)

PROP. CEM. CONC. WCR-24 128

PROP. 6' CEM. CONC. SIDEWALK PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. CEM. CONC. WCR-29

DW-50 PROP. SLOPE LIMIT (TYP.) PROP. GRAN. CURB TYPE VB (TYP.)

155

MAIN STREET (ROUTE 109) CONST. STA. 128+38.88 = WINTHROP STREET CONST. STA. 10+00.00 REM. & REBUILD BLOCK RET. WALL

PROP. MILLING & 13 4" OVERLAY LIMIT OF WORK STA. 21+00.00 MEET EXISTING

PROP. PERM. EASEMENT (TYP.)

PGL

R) (R&

(REM.)

(R&R)

& PGL PR O P. C O N S T . L = 7 1.5 57 ' R = 20 0 0. 00 '

PC +22.69

126

(RET.)

(R&R)

D

T.)

DW-49

D)

2 W-4

(R&R) PROP. MAILBOX

PROP. MAILBOX

PROP. MAILBOX

(RET.)

(R&

(RE

REM. TREES

(REM.)

& PGL PROP. CONST. 8' N 68° 10' 22" E 171.49

PROP. SLOPE LIMIT (TYP.)

R&R POST & RAIL FENCE

& ONST. PROP. C ' 05" E S 26° 34

M.)

(RE

L & PG . T ' O N S = 5 10 . 0 0 C . ' R OP PR 7 3.5 3 6 L =1

PROP. MAILBOX

PT +51.19

124

) (R&D

(RET.)

DW-47

PROP. CEM. CONC. WCR-25

PROP. FULL DEPTH CONST. (TYP.)

PROP. STONE RETAINING WALL (B.O.) (SEE NOTE 4) REM. TREES

PROP. LOAM & SEED (TYP.)

(RET.)

PROP. GRAVEL DRIVEWAY

.)

(RE

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. FULL DEPTH CONST. (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

(R&R)

PROP. HMA WALK (SEE NOTE 5)

160

PROP. GRAVEL DRIVEWAY

T.) E R (

R&R POST & RAIL FENCE

PROP. 6' CEM. CONC. SIDEWALK

(R&R)

CONC. WCR-23

PROP. STONE LANDSCAPING WALL (SEE SHEET 175 FOR DETAILS)

158

REM. TREES

PROP. INDIVIDUAL TREE PROT.

(R&R)

CHOATE PARK

PROP. FULL DEPTH CONST. (TYP.)

PROP. STEPS (STD. DWG. E 304.1.0 - DESIGN A)

(RET

PROP. TEMP. EASEMENT (TYP.) PROP. GRAN. CURB TYPE VB (TYP.)

1

PROP. CEM. CONC. WALK (TYP.)

(RET

PROP. 6' CEM. CONC. SIDEWALK

MAIN STREET (ROUTE 109) CONST. STA. 128+35.83 = EVERGREEN STREET CONST. STA. 20+00.00

.) (RET .)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

11

PROP. GRAVEL DRIVEWAY

PROP. GRAN. CURB TYPE VB (TYP.)

MEDWAY MAIN STREET (ROUTE 109) STATE

1.

LIMIT OF WORK STA. 12+45.00 MEET EXISTING

2. 3.

RET. TREES (7)

(RET.)

40

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES PROP. MILLING & 1 3 4" OVER 212" OVERLAY

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

PROJECT FILE NO.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

295

605657

CONSTRUCTION PLANS

(RET.)

12

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.) PROP. SLOPE LIMIT (TYP.)

(RET.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

MAIN STREET (ROUTE 109) CONST. STA. 133+49.67 = TEMPLE STREET CONST. STA. 10+00.00

PROP. LOAM & SEED (TYP.) PROP. INDIVIDUAL TREE PROT.

(RET.) (RET.)

(RET.)

PROP. SLOPE LIMIT (TYP.)

LIMIT OF WORK STA. 10+40.00 MEET EXISTING

T.)

PROP. TEMP. EASEMENT (TYP.)

PROP. LOAM & SEED (TYP.)

(RET.) (R&R) (R&R)

(R&R)

PROP. FULL DEPTH CONST. (TYP.) (R&R)

PROP. MAILBOX

PROP. CEM. CONC. WALK (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

PROP. MILLING & 13 4" OVERLAY

(RET.)

(R&R)

(RET.)

(RET

.)

PROP. CEM. CONC. WCR-29

PROP. FULL DEPTH CONST. (TYP.)

130 PC +45.16 L = 4 7.99 8 ' R = 2 000. 0 0' PT +93.16

PROP. 3" CURB REVEAL

(RET.)

DW-52

PROP. HMA WALK

PROP. FULL DEPTH HMA DRIVEWAY PROP. TEMP. (TYP.) EASEMENT (TYP.) PROP. GRAN. CURB TYPE VB (TYP.)

151

Early Realty

PROP. VAR. WIDTH CEM. CONC. SIDEWALK

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

LIMIT OF WORK STA. 21+00.00 MEET EXISTING

MAIN STREET (ROUTE 109) CONST. STA. 128+35.83 = EVERGREEN STREET CONST. STA. 20+00.00

DW-56

149

(RET.)

(RET.) (RET.)

PROP. CEM. CONC. WALK

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(RET.) PROP. MAILBOX

134

PROP. MAILBOX DW-57

PROP. SLOPE LIMIT (TYP.)

PROP.HMA WALK

143 PROP. INDIVIDUAL TREE PROT.

PROP. LOAM & SEED (TYP.)

(REM.)

DW-58

(RET.)

145

The Maids

PROP. MILLING & 13 4" OVERLAY

PROP. CEM. CONC. WCR-31

R&S EXIST. MAILBOX

DW-54

(RET.)

(RET.)

RET. TREES (3)

PROP. CEM. CONC.

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

(REM.)

(RET.)

PROP. SLOPE LIMIT (TYP.)

PROP. CEM. CONC. WCR-30 133

(R&S)

(RET.)

(RET.)

DW-55

132

PROP. MAILBOX (TYP.)

(R&S) (RET.)

153

PROP. CONST. & PGL 131 N 71° 35' 52" E 586.369'

PROP. MAILBOX (TYP.)

DW-51

DW-53

(RET.)

(R&R)

PROP. PERM. EASEMENT (TYP.) & PGL ONST. PROP. C ' 05" E S 26° 34

N 70° 13' 21" E 250.916' PROP. CEM. CONC. WCR-28 PROP. 3" CURB REVEAL

PROP. MAILBOX (TYP.)

129

(RET.)

(R&R)

(REM.) PROP. CEM. CONC. WCR-27

PROP. GRAN. CURB TYPE VB (TYP.) PROP. LOAM & SEED (TYP.)

PROP. SLOPE LIMIT (TYP.)

(R&S)

PROP. CEM. CONC. WCR-24 128

2 (RET.)

146

PROP. MAILBOX

PROP. CEM. CONC. WALK (TYP.)

144

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

(RET.) (RET.)

(RE

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. CONST . N 14° 44' 24" W '

PROP. CEM. CONC. WALK (TYP.) (RET.)

(RET

.)

11

PROP. 6' CEM. CONC. SIDEWALK (TYP.) PROP. CEM. CONC. WCR-26

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

MAIN STREET (ROUTE 109) CONST. STA. 128+38.88 = WINTHROP STREET CONST. STA. 10+00.00

PROP .

PROP. CEM. CONC. WCR-25

148

(RET.)

PROP. FULL DEPTH CONST. (TYP.)

PROP. CEM. CONC. ISLAND W/ GRAN. CURB TYPE VB

CONS T. N 6° 4 & PG L 8' 02" W

(RET

.)

(RET

.)

PROP. FULL DEPTH CONST. (TYP.)

141 PROP. TEMP. EASEMENT (TYP.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

139

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES 1. 2. 3.

MAIN STREET (ROUTE 109) CONST. STA. 133+49.67 = TEMPLE STREET CONST. STA. 10+00.00

PROJECT FILE NO.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

'

(RET.)

PROP. CONST . N 14° 44' 24" W

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

140

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. CEM. CONC. WALK

PROP. SLOPE LIMIT (TYP.)

(RET.)

PROP. FULL DEPTH PROP. TEMP. CONST. (TYP.) EASEMENT (TYP.)

PROP. MILLING & 13 4" OVERLAY

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

PROP. LOAM & SEED (TYP.)

(RET.)

(RET.)

(RET.)

(RET.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) RET. 16" TREE PROP. MAILBOX

PROP. SLOPE LIMIT (TYP.)

PROP. CLEARING & GRUBBING

PROP. MAILBOX

R&S EXIST. MAILBOX

PROP. FULL DEPTH CONST. (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

138

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. LOAM & SEED (TYP.)

X

X

(R&R)

X

(RET.)

(RET.)

(RET.)

(RET.)

X

(R&S)

DW-59

DW-62

& PGL "E

(R& D

)

(RET.)

PROP. TEMP. EASEMENT (TYP.) PROP. HMA WALK

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

139 PROP. LOAM & SEED (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.) PROP. SLOPE LIMIT (TYP.)

PROP. MILLING & 13 4" OVERLAY

(REM.)

PROP. CEM. CONC. WCR-32

(RET.)

141

PROP. CON

(RET.) PROP. 6' CEM. CONC. SIDEWALK (TYP.)

137

PROP. COMPOST FILTER TUBES (TYP.)

138

PROP. HMA BERM, TYPE A - MODIFIED DW-65

(REM.)

R&R

139 PROP. MAILBOX

PROP. CONST. & PGL N 71° 02' 22" E 2855.500'

(REM.) (REM.)

(REM.) (RET.)

(REM.)

R&S EXIST. MAILBOX DW-58

PI +79.53 136

PROP. CONST. & PGL N 71° 35' 52" E 586.369'

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

PROP. CEM. CONC. WCR-33

135

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

Antiques MAIN STREET (ROUTE 109) CONST. STA. 135+72.49 = COTTAGE STREET CONST. STA. 20+00.00 LIMIT OF WORK STA. 20+90.00 MEET EXISTING

133

Visions Tatoo

(RET.)

(RET.)

PROP. MAILBOX

(RE T.)

135

DW-66

(REM.)

PROP. COMPOST FILTER TUBES (TYP.)

PROP. MAILBOX

134

PROP. MAILBOX DW-57

DW-61

(R&S)

DW-67

(RET.)

DW-60

(RET.)

(REM.)

ST. S 13° 18' 50

PROP. CEM. CONC. WCR-31

605657

136 142

2

295

CONSTRUCTION PLANS

LIMIT OF WORK STA. 10+40.00 MEET EXISTING

PROP. MILLING & 13 4" OVERLAY

41

PROP. LOAM & SEED (TYP.) PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

131 PROP. SLOPE LIMIT (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

Berry Dentist

MEDWAY MAIN STREET (ROUTE 109) STATE

2. 3.

SHEET TOTAL NO. SHEETS

42

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES 1.

FED. AID PROJ. NO.

PROJECT FILE NO.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

295

605657

CONSTRUCTION PLANS

PROP. MILLING & 13 4" OVERLAY LIMIT OF WORK STA. 11+00.00 MEET EXISTING

(R&R)

140

(R&S) EXIST. MAILBOXES

141 PROP. MAILBOX

REM. PORTION OF PLANTINGS

(REM.)

DW-69

DW-70

143

142 PROP. MAILBOX

R&R GATE IN SAME LOCATION

DW-71

DW-68

PROP. INDIVIDUAL TREE PROT. PROP. 6' CEM. CONC. SIDEWALK (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

Berry Dentist

PROP. INDIVIDUAL TREE PROT.

(RET.) (R&S)

(RET.)

131 PROP. SLOPE LIMIT (TYP.)

(RET.)

(RET.)

(RE

(RET.)

(RET.)

T.)

(REM.)

(RET.) (RET.)

(R&D)

(RET.)

(R&S)

(REM.)

REM. & RELAY PORTION OF EXIST. BRICK WALK PROP. INDIVIDUAL TREE PROT.

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(RET.)

127A

(R&R)

(RET.)

(RET.)

PROP. 6' CEM. CONC. SIDEWALK PROP. GRAN. CURB TYPE VB (TYP.)

127

PROP. MAILBOX

(RET.) PROP. CEM. CONC. WCR-41

PROP. TEMP. EASEMENT (TYP.)

PROP. LOAM & SEED (TYP.)

)

PROP . CO N 6° 5 NST. 6' 27" W

(R&R

PROP. CEM. CONC. WCR-37

PROP. FULL DEPTH CONST. (TYP.) PROP. CEM. CONC. WCR-38 )

&D (R

(RET.) (RET.) (REM.) (RET.)(REM.)

REM. & REBUILD PORTION OF WALL & RESET FENCE

PROP. STONE WALK

145

PROP. CEM. CONC. WCR-40

(R&S)

(RET.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

(R&D)

PROP. 3" CURB REVEAL

144

PROP. CONST. & PGL N 71° 02' 22" E 2855.500'

(R&S)

R&S EXIST. MAILBOX

PROP. LOAM & SEED (TYP.) REM. PLANTINGS & REPLACE IN KIND

129

(R&D)

(RET.)

(R&D)

PROP. FULL DEPTH PROP. CONST. (TYP.) MAILBOX

(REM.)

(RET.)

PROP. CEM. CONC. WCR-34

(R&R)

(REM.)

(REM.)

PROP. 6.5' CEM. CONC. SIDEWALK (RET.)

PROP. CEM. CONC. WCR-36

PROP. CLEARING & GRUBBING

(RET.)

PROP. CEM. CONC. WCR-39

PROP. COMPOST FILTER TUBES (TYP.)

121

123

.)

PROP. MAILBOX

(REM.) PROP. CONST. & PGL N 71° 02' 22" E 2855.500'

(RET.)

(RET

139

(RET.)

21

DW-66

(R&S)

(R&S)

DW-67

(RET.)

(RET.)

(RET.) (R&S)

PROP. GRAN. CURB TYPE VB (TYP.)

RETAIN PLANTINGS

T.)

(R&R)

PROP. MILLING & 13 4" OVERLAY

PROP. SLOPE LIMIT (TYP.)

(RE

(RET.)

PROP. 6' CEM. CONC. SIDEWALK

PROP. SLOPE LIMIT (TYP.)

PROP. LOAM & SEED (TYP.)

(RET .)

PROP. LOAM & SEED (TYP.)

PROP. MILLING & 13 4" OVERLAY

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. SLOPE LIMIT (TYP.)

PROP . CON ST. S 6° 4 6' 02" E

134

122

PROP. CLEARING & GRUBBING TO TOWN LAYOUT LINE

132

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) (RET.)

136

MAIN STREET (ROUTE 109) CONST. STA. 144+81.93 = POND STREET CONST. STA. 10+00.00

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. TEMP. EASEMENT (TYP.)

11

1

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) RET. 16" TREE PROP. MAILBOX

138

PROP. CEM. CONC. WCR-35

(RET.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. HMA BERM, TYPE A - MODIFIED

Wooded Lot

PROP. MILLING & 13 4" OVERLAY LIMIT OF WORK STA. 20+80.00 MEET EXISTING

MAIN STREET (ROUTE 109) CONST. STA. 144+76.58 = ELM STREET CONST. STA. 20+00.00

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

GENERAL NOTES 1. 2. 3.

43

295

605657

CONSTRUCTION PLANS

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

Dominoes

LIMIT OF WORK STA. 11+00.00 MEET EXISTING

MAIN STREET (ROUTE 109) CONST. STA. 144+81.93 = POND STREET CONST. STA. 10+00.00

PROP. GRAN. CURB TYPE VB (TYP.)

(R&R

PROP. CEM. CONC. WCR-36

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(R&D)

(R&D)

(RET.)

DW-72

(R&R)

146

(RET.)

(RET.)

(R&R) DW-73

PROP. CONST. & PGL N 71° 02' 22" E 2855.500'

R&R CURB CORNER (TYP.)

(R&R)

DW-74

(RET.)

DW-75

148

147

PROP. GRAN. CURB CORNER TYPE A (TYP.)

PROP. CEM. CONC. WCR-38

PROP. GRAN. CURB CORNER TYPE A (TYP.)

PROP. SLOPE LIMIT (TYP.)

PROP. MILLING & 13 4" OVERLAY

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. INDIVIDUAL TREE PROT.

(RET.) (RET.)

(RET.)

PROP. ALTERATION LINE (TYP.)

DW-77

150

DW-78

(R&R)

(R&R)

PROP . CON ST. S 6° 4 6' 02" E

(REM.)

(RET.)

(RET .)

PROP. CLEARING & GRUBBING

PROP. CEM. CONC. WCR-39

PROP. SLOPE LIMIT (TYP.)

(RET.) PROP. 6' CEM. CONC. SIDEWALK (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. LOAM & SEED (TYP)

PROP. HMA CURB TYPE 2 (TYP.)

.)

PROP. PINE BARK MULCH

21

(RET

123 Wooded Lot MAIN STREET (ROUTE 109) CONST. STA. 144+76.58 = ELM STREET CONST. STA. 20+00.00

LIMIT OF WORK STA. 20+80.00 MEET EXISTING

REM. PORTION OF EXIST. HMA CURB FOR PROP. DRIVEWAY OPENING

PROP. 6' CEM. CONC. SIDEWALK (TYP.) PROP. GRAN. CURB TYPE VB (TYP.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.) PROP. COMPOST FILTER TUBES (TYP.)

PROP. COMPOST FILTER TUBES (TYP.)

PROP. MILLING & 13 4" OVERLAY

151

REM. PLANTINGS

DW-108

D)

& (R

(R&R)

PROP. CONST. & PGL N 71° 02' 22" E 2855.500'

PROP. HMA CURB TYPE 2 (TYP.) DW-76

(RET.)

(RET.)

(R&R) R&R CURB CORNER (TYP.) 149

116

PROP. TEMP. EASEMENT (TYP.)

(RET.)

(RET.)

(R&R)

PROP. CEM. CONC. WCR-37

(RET.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.) PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. MILLING & 13 4" OVERLAY

(RET.)

Medway Block

120

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

PROP. VAR. WIDTH SIDEWALK (TO MEET EXIST. HMA BERM)

(RET.)

145

122

)

PROP. SLOPE LIMIT (TYP.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.) PROP. TEMP. EASEMENT (TYP.)

(RET.)

PROP . CO N 6° 5 NST. 6' 27" W

11

PROP. MILLING & 13 4" OVERLAY

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

123 Select Used Cars

PROP. PINE BARK MULCH

PROP. TEMP. EASEMENT (TYP.)

119

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

Village Pool

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES 1. 2. 3.

116

PROJECT FILE NO.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

PROP. CEM. CONC. ISLAND W/ GRAN. CURB TYPE VB

114 PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. TEMP. EASEMENT (TYP.) PROP. 5' CEM. CONC. SIDEWALK PROP. LOAM & SEED (TYP.)

PROP. INDIVIDUAL TREE PROT. (RET.)

(RET.)

(RET.) (RET.)

PROP. FULL DEPTH CONST.

(RET.)

PROP. SLOPE LIMIT (TYP.)

108

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. 5' CEM. CONC. SIDEWALK

PROP. CEM. CONC. WCR-43

(RET.)

PROP. DET. WARNING PANELS (TYP.) PROP. HMA CURB TYPE-2 PROP. CEM. CONC. WCR-45

PROP. HMA CURB TYPE-2

PROP. 5' CEM. CONC. SIDEWALK

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. MILLING & 13 4" OVERLAY

PROP. LOAM & SEED (TYP.)

(RET.)

(RET.)

(REM.)

PROP. LANDSCAPING (SEE LANDSCAPE PLANS FOR DETAILS)

(RET.)

(RET.)

605657

98

PROP. TEMP. EASEMENT (TYP.)

PROP. CEM. CONC. WCR-44

PROP. CEM. CONC. WCR-42

295

CONSTRUCTION PLANS

PROP. LANDSCAPING (SEE LANDSCAPE PLANS FOR DETAILS)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

44

(REM.)

(REM.)

(REM.)

(REM.)

(REM.)

(RET.) (R&R)

PROP. ALTERATION LINE (TYP.)

151

PROP. CONST. & PGL N 71° 02' 22" E 2855.500'

152

REM. PLANTINGS DW-78

REM. PLANTINGS

(RET.)

(REM.)

PROP. TEMP. EASEMENT (TYP.)

(R&R)

(RET.)

PROP. GRAN. CURB TYPE VB (TYP.) PROP. PINE BARK MULCH

119 Village Pool

153

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

154

R&R CURB CORNER (TYP.) PROP. 3" CURB REVEAL DW-79

(R&R)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(R&R)

(R&R)

PROP. GRAN. CURB CORNER TYPE A (TYP.)

PROP. LOAM & SEED (TYP.) (R&R)

DW-80

PROP. GRAN. CURB TYPE VB

PROP. GRAN. CURB CORNER TYPE A (TYP.) PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

(R&R)

DW-81

DW-82

PROP. ALTERATION LINE (TYP.)

155

PROP. LOAM & SEED (TYP.)

(R&R)

156 PROP. CONST. & PGL N 71° 02' 22" E 2855.500' R&R CURB CORNER (TYP.) PROP. 6' CEM. CONC. SIDEWALK (TYP.) DW-83

(RET.)

PROP. ALTERATION LINE (TYP.)

(R&D)

117

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB PROP. GRAN. CURB TYPE VB (TYP.)

PROP. LOAM & SEED (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.) PROP. TEMP. EASEMENT (TYP.)

Car Wash

115 PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

POST OFFICE

T.)

(RE

MEET EXIST. HMA PARKING LOT PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. TEMP. EASEMENT (TYP.)

115A SALON/PRINT SHOP

113 PROP. SLOPE LIMIT (TYP.)

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

GENERAL NOTES 1. PROP. SITE WORK, B.O. (TYP.)

2. 3.

SHEET TOTAL NO. SHEETS

45

295

605657

CONSTRUCTION PLANS

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

LIMIT OF WORK

98

PROP. LANDSCAPING (SEE LANDSCAPE PLANS FOR DETAILS)

3

PROP. MILLING & 1 4" OVERLAY

PROP. TEMP. EASEMENT (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. CEM. CONC. ISLAND W/ GRAN. CURB TYPE VB

PROP. SCORED CEM. CONC. ISLAND

PROP. ALTERATION LINE (TYP.)

(RET.) (REM.)

PROP. FULL DEPTH CONST. (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. CEM. CONC. WCR-47

PROP. 5' CEM. CONC. SIDEWALK

PROP. CEM. CONC. WCR-48

PROP. 5' CEM. CONC. SIDEWALK

86

PROP. TEMP. EASEMENT (TYP.)

REM. PORTION OF EXIST. HMA CURB FOR SITE DRIVE OPENING

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. LOAM & SEED (TYP.)

PROP. SLOPE LIMIT (TYP.)

98 PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.) PROP. MILLING & 13 4" OVERLAY

(RET.)

(RET.)

(REM.)

(R&D) (R&D)

(REM.)

(RET.)

(RET.)

98

(REM.)

PROP. HMA CURB TYPE-2 (TYP.)

(REM.) (R&R) PROP. ALTERATION LINE (TYP.)

PROP. CEM. CONC. WCR-46

156 PROP. CONST. & PGL N 71° 02' 22" E 2855.500' R&R CURB CORNER (TYP.) PROP. 6' CEM. CONC. SIDEWALK (TYP.) DW-83

157

DW-84

PROP. PINE BARK MULCH (R&R)

DW-85

DW-86

PROP. CEM. CONC. WCR-52

PROP. ALTERATION LINE (TYP.)

158

PROP. GRAN. CURB CORNER TYPE A (TYP.) (R&R)

(R&R)

(R&R)

159 PROP. GRAN. CURB TYPE VB (TYP.) REM. PLANTINGS

PROP. CEM. CONC. WCR-51

160 R&R CURB CORNER (TYP.)

PROP. CEM. CONC. WCR-50 (R&R)

(R&R)

PROP. CEM. CONC. WCR-53

161

(R&R)

PROP. CONST. & PGL 162 N 71° 02' 22" E 2855.500'

PROP. FULL DEPTH PROP. GRAN. CURB HMA DRIVEWAY CORNER TYPE A (TYP.) (TYP.) DW-88 DW-87 (R&R)

(R&R)

PROP. CEM. CONC. WCR-54

DW-91

.)

ET

.)

113

(RET.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. TEMP. EASEMENT (TYP.)

(RET.)

REM. PLANTINGS PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

(RET.) (RET.)

RET. PLANTINGS

PROP. SLOPE LIMIT (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

BURGER KING

REM. PORTION OF EXIST. CURB; RET. PLANTINGS

(REM.)

REM. PORTION OF EXIST. CURB; PROP. HMA CURB

111

PROP. SLOPE LIMIT (TYP.)

(R&R) (REM.)

(R&D) (RET.)

(RET.) (REM.)

PROP. CEM. CONC. WCR-49

PROP. GRAN. CURB TYPE VB

PROP. LOAM & SEED (TYP.)

(RET.)

(R

T (RE

115

(RET.) (RET.)

(RET.)

(R&D)

PROP. TEMP. EASEMENT (TYP.) PROP. LOAM & SEED (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.) PROP. GRAN. CURB TYPE VB

89

(RET.)

PROP. GRAN. CURB TYPE VB (TYP.) PROP. 6' CEM. CONC. SIDEWALK (TYP.)

85

107 MOBILE

KEYSTONE BLDG

LONG DISTANCE TIRE

REM. PORTION OF EXIST. CURB

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES 1.

PROJECT FILE NO.

3.

295

605657

CONSTRUCTION PLANS

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

2.

46

REM. PORTION OF EXIST. CURB; PROP. HMA CURB TYPE-2 PROP. INDIVIDUAL TREE PROT.

PROP. INDIVIDUAL TREE PROT.

72

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. SLOPE LIMIT (TYP.)

(RET.)

PROP. CEM. CONC. WCR-53

& PGL 162

PROP. CEM. CONC. WCR-55

PROP. CEM. CONC. WCR-54

(R&R)

163

PROP. CONST. N 71° 02' 22" E 2855.500'

164

R&R CURB CORNER (TYP.) (R&R)

(R&R)

DW-91

(REM.)

DW-92

PROP. GRAN. CURB CORNER TYPE A (TYP.) (R&R)

(REM.)

(RET.)

(RET.) (RET.)

(RET.)

(RET.)

(REM.)

(REM.) PROP. CEM. CONC. WCR-56

R&R CURB CORNER (TYP.)

165

PI +35.03

REM. PORTION OF EXIST. CURB

(RET.) (RET.)

(RET.)

(REM.)

DW-94

(R&R)

PROP. GRAN. CURB TYPE VB (TYP.)

(RET.)

(REM.)

(REM.) (R&R)

PROP. SLOPE LIMIT (TYP.)

(RET.)

(RET.)

PROP. PERM. PROP. FULL DEPTH EASEMENT (TYP.) CONST. (TYP.)

167

166 REM. PLANTINGS

REM. PLANTINGS WITHIN SLOPE LIMIT (R&R)

DW-93

DW-95

& PGL PROP. CONST. N 70° 21' 37" E 1149.085'

REM. PORTION OF EXIST. CURB

REM. PORTION OF RET. PLANTINGS EXIST. CURB RET. HMA BERM DW-96

PROP. CEM. CONC. WCR-57

DW-97

DW-98

PROP. TEMP. EASEMENT (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

85

LONG DISTANCE TIRE

PROP. SLOPE LIMIT (TYP.)

PROP. INDIVIDUAL TREE PROT.

83

RET. PLANTINGS PROP. 6' CEM. CONC. SIDEWALK (TYP.)

RET. PLANTINGS

PROP. GRAN. CURB TYPE VB (TYP.)

(REM.)

REM. PORTION OF EXIST. CURB; PROP. HMA CURB TYPE-2

(RET.)

RET. PLANTINGS PROP. SLOPE LIMIT (TYP.)

RET. EXIST. CURB

PROP. LOAM & SEED (TYP.) PROP. TEMP. EASEMENT (TYP.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

SEAN MURPHY CPA

(RET.)

(RET.)

(RET.)

(RET.)

PROP. LOAM & SEED (TYP.)

PROP. INDIVIDUAL TREE PROT.

(RET.)

(RET.)

(RET.) (RET.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

(RET.)

(RET.)

REM. PORTION OF EXIST. CURB

(RET.)

(RET.)

(RET.)

(RET.)

T.)

PROP. GRAN. CURB TYPE VB (TYP.)

(RE

(RET.)

(RET. )

(RET.) (RET.)

DUNKIN' DONUTS 81 MIDDLESEX SAVINGS

PROP. INDIVIDUAL TREE PROT.

81C 81A

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

(RET.)

(RET.)

(RET.)

(RET.)

REM. & REBUILD WALL IN SAME LOCATION

(R&D)

PROP. HMA CURB TYPE-2 (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. MILLING & 13 4" OVERLAY

REM. WALL FROM STA. 166+84 TO STA. 167+16

PROP. INDIVIDUAL TREE PROT.

(RET.)

(RET.)

(RET.) (RET.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

(RET.)

PROP. TEMP. EASEMENT (TYP.)

86

PROP. TEMP. EASEMENT (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

(RET.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(RET.)

74

PROP. LOAM & SEED (TYP.)

74

(RET.)

RET. PLANTINGS

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. GRAN. CURB TYPE VB; PROP. MULCH ISLAND PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

METROWEST MEDICAL

81B

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

GENERAL NOTES 1. 2. 3. 4.

47

295

605657

CONSTRUCTION PLANS

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES TO ALLOW FOR TEMPORARY RELOCATIONS PRIOR TO CONSTRUCTION OF THE PROP. MODULAR BLOCK RETAINING WALL .

PROP. LOAM & SEED (TYP.)

PROP. TEMP. EASEMENT (TYP.)

PROP. PERM. EASEMENT (TYP.)

PROP. CLEARING & GRUBBING WITHIN SLOPE LIMIT (TYP.)

PROP. 4' CLF (TYP.)

PROP. COMPOST FILTER TUBES (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. 6' CEM. CONC. SIDEWALK

PROP. TEMP. WETLAND IMPACTS - 405 SF

PROP. SLOPE LIMIT (TYP.)

(R&R)

X

X

X

X

X

X

X

X

(REM RET. WALL & FENCE)

& PGL PROP. CONST. N 70° 21' 37" E 1149.085'

PROP. CEM. CONC. WCR-57

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. GRAN. CURB CORNER TYPE A (TYP.)

REM. PORTION OF EXIST. HMA CURB

(REM.)

(RET.)

(RET.)

& PGL PROP. CONST. N 70° 21' 37" E 1149.085'

DW-99

81C

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

METROWEST MEDICAL

PROP. TEMP. EASEMENT (TYP.)

PROP. 6' CEM. CONC. SIDEWALK (TYP.)

81B

PROP. CEM. CONC. WCR-59

(REM.) REM. PORTION OF EXIST. HMA CURB DW-101

DW-102 (REM.)

(RET.)

(R&S)

(RET.)

(R&S)

(REM.)

(RET.) (RET.)

(R&R)

PROP. LOAM & SEED (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. GRAN. CURB TYPE VB

PROP. TEMP. EASEMENT (TYP.) PROP. SLOPE LIMIT (TYP.)

FLAIR CUT

79

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

(R&S)

(RET.)

(RET.) (RET.)

REM. PLANTINGS

REM. & REBUILD PORTION OF WALL AT NEW LOCATION (TO MEET EXIST.)

(REM.)

(RET.)

PROP. INDIVIDUAL TREE PROT.

PROP. GRAN. CURB TYPE VB; PROP. MULCH ISLAND

(REM.)

PROP. CEM. CONC. WCR-58

& PGL 173 PROP. CONST. N 70° 21' 37" E 1149.085'

172

REM. PORTION OF EXIST. HMA CURB DW-100

(RET.) PROP. LOAM & SEED (TYP.)

REM. & REBUILD BRICK POST

PROP. PERM WETLAND IMPACTS - 290 SF

171

(REM.)

(RET.)

(R&D)

(RET.)

(RET.)

170

169

168

DW-98

REM. WALL FROM STA. 169+08 TO STA. 169+62

(REM.)

(RET.)

167

(RET.)

PROP. CEM. CONC. WCR-56

(REM.)

(REM.)

(RET.)

(REM.)

REM. & REBUILD BRICK POST (RET.)

D)

PROP. FULL DEPTH CONST. (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.) PROP. GRAN. CURB TYPE VB

D)

PROP. SLOPE LIMIT (TYP.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. 6' CEM. CONC. SIDEWALK

(R&

REM. & REBUILD WALL IN SAME LOCATION

PROP. WETLAND REPLICATION (SEE SHEET 196)

(R&

72

PROP. PERM. PROP. FULL DEPTH EASEMENT (TYP.) CONST. (TYP.)

PROP. MILLING & 13 4" OVERLAY

PROP. CLEARING & GRUBBING

70

D)

REM. & REBUILD WALL IN SAME LOCATION

PROP. TEMP. EASEMENT (TYP.)

(R&

REM. WALL FROM STA. 166+84 TO STA. 167+16

72

PROP. TRI VALLEY COMMONS DRIVEWAY (BY OTHERS)

PROP. STEEL W-BEAM HWY. GUARD (TYP.)

PROP. MODULAR BLOCK RET. WALL (SEE CONST. DETAILS)

(RET.)

PROP. PINE BARK MULCH PROP. 6' CEM. CONC. SIDEWALK

77

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

RET. HMA BERM

PROP. GRAN. CURB TYPE VB (TYP.)

75

PROP. 5' CEM. CONC. SIDEWALK PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

HANG TAI

PRINT-A-RAMA METRO WEST LAW

MEDWAY MAIN STREET (ROUTE 109)

LL) . WA

PROJECT FILE NO.

48

295

605657

CONSTRUCTION PLANS

PROP. 5' CEM. CONC. SIDEWALK

14

(R&R

PROP. GRAN. CURB TYPE VB (TYP.)

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

PROP. MILLING & 13 4" OVERLAY

EXIS T

(RET.)

STATE

PROP. FULL DEPTH CONST. (TYP.)

(RET. )

(RET.)

REM. & REBUILD BRICK POST (RET.)

(RET.)

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. FULL DEPTH CONST. (TYP.)

PROP. 5' CEM. CONC. SIDEWALK

X

X

X

X

(R&R) X

PROP. SLOPE LIMIT (TYP.)

PROP. ALTERATION LINE (TYP.)

X

D)

(R&

RET SIGN

T. )

(R&D)

PROP. 3" CURB REVEAL

.)

PROP. CEM. CONC. WCR-66

(RET.)

82

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. CEM. CONC. ISLAND W/ GRAN. CURB TYPE VB (TYP.)

PROP. FULL DEPTH CONST. (TYP.)

(R

EM

DW-105

PROP. TEMP. EASEMENT (TYP.)

73 ENERGY STATION

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES TO ALLOW FOR TEMPORARY RELOCATIONS PRIOR TO CONSTRUCTION OF THE PROP. MODULAR BLOCK RETAINING WALL .

11

PROP. GRAN. CURB TYPE VB (TYP.)

73

76

PROP. GRAN. CURB TYPE VB W/ 3" REVEAL

LITTLE STORE

PROP. TEMP. EASEMENT (TYP.)

PROP. EDGE OF PAVEMENT

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

+35

GENERAL NOTES

PAGE REALTY

PC

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PT +87.28

65 PROP. MILLING & 13 4" OVERLAY PROP. COMPOST FILTER TUBES (TYP.)

CVS

PROP. 4.5' CEM. CONC. SIDEWALK

10

PROP. TEMP. EASEMENT (TYP.)

71

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

PROP. EDGE OF PAVEMENT

HANG TAI

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. PERM. EASEMENT (TYP.)

.45

PROP. 5' CEM. CONC. SIDEWALK

(RE T.)

(R&R)

(RET.) PROP. GRAN. CURB TYPE VB (TYP.)

(R&D)

(R&D)

.)

12

(R E

(R&D)

EM

)

179

& PGL 178 PROP. CONST. N 70° 16' 17" E 502.462'

177

) &D R (

(R EM .

PROP. GRAN. CURB TYPE VB

PROP. CEM. CONC. WCR-64 PROP. CEM. CONC. WCR-63

PROP. CEM. CONC. WCR-65

DW-104

DW-103

PROP. CEM. CONC. ISLAND W/ GRAN. CURB TYPE VB (TYP.); REM. EXIST. CONC. ISLANDS

176

PC +40.78 (R&D) GRAN. EDGING

PROP. GRAN. CURB CORNER TYPE A (TYP.)

(RET.) (RET.)

PI +84.11

175

174

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

75

PROP. FULL DEPTH CONST. (TYP.)

(R&D)

PROP. CEM. CONC. WCR-59

(R

(R&

D)

(R&D) CURVED CURB

D)

(R&S)

4.

)

X

PROP. GRAN. CURB TYPE VB (TYP.)

PROP. TEMP. EASEMENT (TYP.)

X

(R&

DW-102

3.

PROP. LOAM & SEED (TYP.)

(R&R)

PROP. CEM. CONC. WCR-58

PROP. CONST. N 70° 21' 37" E 1149.085'

2.

PROP. TEMP. 6' CLF (TYP.)

PROP. CEM. CONC. WCR-62

PROP. CEM. CONC. WCR-60

(REM.)

& PGL 173

1.

(R&R

35' L =1 9 9. 9

PROP. CEM. CONC. WCR-61

PROP. SLOPE LIMIT (TYP.)

(RET.)

R&R PORTION OF FENCE

(R&

(RET.)

86

PROP. SLOPE LIMIT (TYP.)

13

PROP. TEMP. EASEMENT (TYP.)

PROP. LOAM & SEED (TYP.)

PROP. HMA WALK

(RET.)

PROP. PERM. EASEMENT (TYP.)

X

70

PROP. 5' CEM. CONC. SIDEWALK

(R& R)

PROP. ALTERATION LINE (TYP.)

PROP. FULL DEPTH HMA DRIVEWAY (TYP.) PROP. GRAN. CURB TYPE VB

D)

PROP. FULL DEPTH CONST. (TYP.)

(R&R

)

R =6

(RET.)

PROP. GRAN. CURB TYPE VB (TYP.)

X

PROP. WETLAND REPLICATION (SEE SHEET 196)

REM. & REBUILD BRICK POST

0 0. 0

MAIN STREET (ROUTE 109) CONST. STA. 175+91.36 = HOLLISTON STREET CONST. STA. 12+49.13

PROP. TEMP. EASEMENT (TYP.)

X

0'

PROP. 5' CEM. CONC. SIDEWALK

LIMIT OF WORK STA. 9+50.00 MEET EXISTING

NWG STATION

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

GENERAL NOTES 1. 2. 3.

PROJECT FILE NO.

86 PROP. GRAN. CURB TYPE VB (TYP.)

PROP. TEMP. EASEMENT (TYP.) PROP. 5' CEM. CONC. SIDEWALK

PROP. SLOPE LIMIT (TYP.) (RET.)

PROP. ALTERATION LINE (TYP.)

END PROJECT STA. 179+90.00 MEET EXISTING N2880611.1395 E681352.1105

PROP. LOAM & SEED (TYP.)

(RET.) (RET.)

PROP. FULL DEPTH CONST. (TYP.)

180

179

(R&R)

(R&D)

(RET.)

(RET R&D PORTION OF EXIST. HWY. GUARD; PROP. STEEL W-BEAM HWY. GUARD

PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

PROP. MILLING & 13 4" OVERLAY

71

.)

(RE

T.)

T.)

(RE

PROP. TEMP. EASEMENT (TYP.)

PROP. COMPOST FILTER TUBES (TYP.)

65 CVS

68

49 605657

CONSTRUCTION PLANS

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

WALGREENS PROP. COMPOST FILTER TUBES (TYP.)

SHEET TOTAL NO. SHEETS

295

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

3.

SILT SACKS SHALL BE USED AT ALL RETAINED EXISTING AND PROPOSED CATCH BASINS AND GUTTER INLETS FOR THE DURATION OF THE PROJECT. SILT SACKS SHALL BE INSPECTED DAILY. NO STOCKPILING WILL BE ALLOWED WITHIN 100' OF RESOURCE AREAS. ANY EXCAVATION WITHIN 100' OF RESOURCE AREAS SHALL HAVE SOIL REMOVED FROM THE AREA PRIOR TO THE END OF THE WORK DAY. THE FINAL LOCATION OF ALL PROPOSED MAILBOX LOCATIONS MAY BE SUBJECT TO THE LOCAL POSTMASTER'S AND/OR ENGINEER'S APPROVAL.

16

2.

(RET.)

END PROP. 5' CEM. CONC. SIDEWALK; MEET EXIST. CURB & SIDEWALK PROP. INDIVIDUAL TREE PROT. PROP. COMPOST FILTER TUBES (TYP.)

PROP. SLOPE LIMIT (TYP.)

(RET.) (RET.) (RET.) (RET.)

PROP. INDIVIDUAL TREE PROT. (3 TREES)

(RET.)

PROP. INDIVIDUAL TREE PROT. (4 TREES)

END PROP. 5' CEM. CONC. SIDEWALK; MEET EXIST. CURB & SIDEWALK PROP. MILLING & 1 3 4" OVERLAY (RET.)

(RET.) (RET.) (REM.)

PROP. 5' CEM. CONC. SIDEWALK PROP. LOAM & SEED (TYP.)

(RET

(RET

.)

(RET

PT +40.

.)

(RET.)

PROP. SLOPE LIMIT (TYP.)

(RET.)

PROP. MILLING & 13 4" OVERLAY

EXIS

PROP. GRAN. CURB TYPE VB (TYP.)

86

PROP. FULL DEPTH CONST. (TYP.)

T. W

(RET.)

PROP. TEMP. EASEMENT (TYP.)

PROP. ALTERATION (TYP.)

ALL)

PROP. CEM. CONC. WCR-67

.)

PROP. CEM. CONC. SIDEWALK THROUGH DRIVEWAY (TYP.)

DW-109

(RET.)

72 PR OP. CO NST. & PGL 15 N 10° 43 ' 48" W

PROP. CEM. CONC. WCR-68 PROP. FULL DEPTH HMA DRIVEWAY (TYP.)

LIMIT OF WORK STA. 15+60.00 MEET EXISTING

(RET.)

(R&R)

87

(R&R

14

PROP. 5' CEM. CONC. SIDEWALK

)

PROP. PERM. EASEMENT (TYP.)

PROP. SLOPE LIMIT (TYP.)

35'

(R& R)

(RET.)

PROP. GRAN. CURB TYPE VB (TYP.)

X

(R&R

)

R =6

(RET.)

(R&R

0 0.0

0'

PROP. 5' CEM. CONC. SIDEWALK

L =1 9 9. 9

70

(RET. )

(RET.)

REPLICATION (SEE

50 605657

CONSTRUCTION PLANS

GENERAL NOTES 1.

SHEET TOTAL NO. SHEETS

R&R PORTION OF FENCE PROP. GRAN. CURB

295

+5

2.0 3

STATE

W3-5b(ILL.)

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

CONT. ON SHEET 114 (R&D)

11

' 11

'

12

4'

4'

' 11

1 75 E L( SW

"KEEP --> RIGHT"

"KEEP (R&D) --> RIGHT"

')

(R&D)

"NO PARKING"

R8-3a

PC +41.16

R8-3a

PROJECT FILE NO.

113

295

605657

PAVEMENT MARKING & SIGNING PLAN

MILFORD ST (ROUTE 109)

PT

MEDWAY MAIN STREET (ROUTE 109)

M3-4 M1-5(109)

R8-3a

(R&D)

<

<

"KEEP --> RIGHT"

(R&D)

(R&D)

"LEFT TURN YIELD ON GREEN BALL"

"NO TURN ON RED"

R8-3a

R10-12a

103 CW

SL

5')

72 SW EL( 6

59. PT +

(60')

11 PC L WE IST EX

0 1.9 +6 PT

.S

.D YC L

L

IST

WE

EX

IST .S EX

11'

"MAIN ST" "FRANKLIN ST"

R3-17

22'

M3-2 M1-5(109)

20'

(2)SWL(62') 20'

4" SWL @ 3:1 SLOPE (TYP.)

22'

"EAST" "109" (R&D)

MAIN STREET (ROUTE 109)

(R&R)

1'

D6-6 D8-6

DY

LIMIT OF WORK STA. 11+00.00 MEET EXISTING

FR ST AN RE KL ET IN

60')

EL

CL(

SW R8-3a

+15 .80

MAIN STREET (ROUTE 109) CONST. STA. 103+57.40 = FRANKLIN STREET CONST. STA. 10+00.00

12'

"109 EAST MILLIS WESTWOOD -- " "109 WEST MILFORD (R&D) NEXT LEFT" <

1'

"109 EAST MILLIS WESTWOOD <--" " FRANKLIN | "

22'

SWL(245')

7'

D6-1 D8-1 (INSTALL AT 400' FROM STOP LINE)

(R&D)

"NO TURN ON RED"

10'

(2)SWL(84') 20'

SL

R10-22 (ON SIGNAL POST)

DYCL(200') 2'

"X-WALK" GRAPHIC

106

7'

D6-2 D8-2

(R&D)

D3-2-1

CW

SL

105

2'

R10-12a

R2-1(30)

104

5'

5'

R8-3a

SWLL(200')

12'

DYL(145')

15' (TYP.)

R10-11b (ON M.A. SHAFT) PC +26.68 D6-4 R10-22 (ON SIGNAL POST)

SWLL(185')

10'

CW

CW

DWL(96')

11'

SWEL(210')

11'

12'

EXIST. SWEL

DYL(145')

SWLL(185')

5'

5'

5'

EXIST. DYCL

11'

100

101 DYCL(70')

12" YGL @ 3:1 SLOPE (TYP.) 102

R1-1

(R&D)

SWEL(190')

10'

R10-11b

(R&R)

"SLOCUMB PLACE"

<

CW

R10-11b (R&R TO (ON M.A. SIGNAL POST) SHAFT)

"MILFORD ST"

(R&D) "DEAD END"

"TO" "SOUTH" "126" "|"

R3-8b R10-22

R3-17

5'

SWEL(215')

"109 WEST MILFORD HOLLISTON NEXT RIGHT" " | BELLINGHAM"

VETERAN MEMORIAL SIGN

(R&D)

4'

(R&D)

(R&R)

DWL(96')

EXIST. SWEL

"NO CHURCH PARKING"

1'

R8-3a

(R&D)

(R&D)

SWLL(160')

<

MAIN STREET

R3-17 R3-17b

"X-WALK" GRAPHIC

SL

"RIGHT TURN ON RED AFTER STOP"

R2-1(35)

4'

<

R3-8c R10-22 D3-1-1 (ON SIGNAL POST)

"109 EAST "109 WEST MILLIS / WESTWOOD" MILFORD (R&D) "109 WEST HOLLISTON -- " MILFORD " \ BELLINGHAM" <--"

(R&D)

BEGIN PROJECT STA. 100+90.00 MEET EXISTING N2877247.2709 E674335.8982

11

"EAST" "109" "<--"

D6-8 D8-8

(R&D)

11' SWEL(480')

(R&D)

"SPEED LIMIT 35"

11'

11'

4'

DYCL(185')

"X-WALK" GRAPHIC

MAIN STREET (ROUTE 109) CONST. STA. 103+54.08 = MILFORD STREET (ROUTE 109) CONST. STA. 10+00.00

R8-3a

"X-WALK" GRAPHIC (R&D)

D6-5 D8-5 (INSTALL AT 400' FROM STOP LINE)

CONT. ON SHEET 115

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

114

295

605657

PAVEMENT MARKING & SIGNING PLAN

EXIS CL T. DY

LIMIT OF WORK STA. 15+50.00 MEET EXISTING

12 5.20 PT +4

') R2-1(35)

1'

"109" "SPEED LIMIT 35" (R&D)

(R&R)

"STOP"

4'

55

')

D3-1-2 BW

LL

11'

1'

00

')

(1 55 ')

R8-3a

MILFORD STREET (ROUTE 109) CONST. STA. 12+40.02 = HIGHLAND STREET CONST. STA. 10+00.00

(R&D)

11 80 ')

13

"NO THROUGH TRUCKING" "NO PARKING"

CW

'

(4

SL

11

EL

"DO NOT BLOCK (RET.) INTERSECTION"

1'

'

SW

R8-3a

11'

CL

4'

W1-1R W13-1p(20)

DY

(2

11

(R&D)

(2

DD (3 YC 0') L

PT

+5

2.0 3

W3-5b(ILL.)

(R&D)

'

11

11

12

4'

'

4'

')

175

EL( SW

"KEEP --> RIGHT"

' 11

"KEEP (R&D) --> RIGHT"

R8-3a

CONT. ON SHEET 113

(R&D)

"NO PARKING"

R8-3a

MILFORD ST (ROUTE 109)

11

EL

"STOP"

PC +41.16

SW

(R&R)

EL(1 60')

' 11 11 '

M3-4 M1-5(109)

SWEL(135')

"109 WEST MILFORD (R&D) UXBRIDGE <---" "HOLLISTON -->"

R8-3a

'

14

11'

11'

"HIGHLAND AVE"

4'

R3-8c

1'

SW

1 (T 5' YP .)

'

11

30

12" YGL (TYP.) @ 3:1 SLOPE

11

L( 1

'

15

DY

4'

±2 ' ±1 2' ' ±1 2

(R&D)

')

ST

"DO NOT PASS"

L( 13 0

LAND

D6-3

') L(145 DYC

DY

HIGH

EL

L

SW

E T. SW

"EAST" "109" (RET.)

EL

EXIS

EX IS T.

MI (R LFO OU R TE D S 10 TR 9) EE T

SW

EL

DY CL

LIMIT OF WORK STA. 11+90.00 MEET EXISTING

T. SW

EX IS T.

EX IS T.

EXIS

16

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

115

295

605657

PAVEMENT MARKING & SIGNING PLAN

(R&D)

CONT. ON SHEET 113

(R&D)

"NO CHURCH PARKING"

(R&D)

(R&D) "DEAD END"

PT +24.07

W14-1

"SLOCUMB PLACE"

I-8 I-8p M6-1L

D3-1-1

R1-1

(R&D)

MAIN STREET (ROUTE 109) CONST. STA. 106+39.44 = SLOCUMB PLACE CONST. STA. 10+00.00

R8-3a

(R&R)

<

"109 WEST MILFORD HOLLISTON NEXT RIGHT" " | BELLINGHAM"

11+95.93 PC DYCL(120')

R8-3a

"X-WALK" GRAPHIC

SLOCUMB PLACE

12

LIMIT OF WORK STA. 11+75.00 MEET EXISTING

SL

R4-4

"X-WALK" GRAPHIC

<

"TO" "SOUTH" "126" "|"

MAIN STREET (ROUTE 109)

(R&D)

D3-2-1

"LANE USE" GRAPHIC

R3-8b

D6-7 D8-7

(R&D)

CW

R8-3a

SWEL(190') DWL(56')

SWLL(185')

SWLL(200')

107 (R&D)

SWL(245')

4" SWL @ 3:1 SLOPE (TYP.)

22'

110

111

SWEL(975')

SWEL(675') DYCL(705') SWEL(975')

5'

D3-1-1

20'

CW

SL (R&D)

DYCL (95')

MAIN STREET (ROUTE 109)

I-8 I-8p M6-1R R8-3a

"STOP"

(R&R)

"HIGH ST"

(R&R)

"SPEED LIMIT 30"

CONT. ON SHEET 116

R8-3a

PC +69.64

"EAST" "109" (R&D)

LIMIT OF WORK STA. 11+30.00 MEET EXISTING

PT +28.32

MAIN STREET (ROUTE 109) CONST. STA. 106+95.32 = HIGH STREET CONST. STA. 10+00.00

11

R8-3a

HIGH STREET

7'

7'

20'

5'

(2)SWL(62')

"LIBRARY" GRAPHIC

109

5'

2'

2'

20'

12'

DYCL(200') 10'

108

PI +23.07

11'

106

5'

DYCL(705')

11'

SWEL(675')

11'

5'

DWL(56')

SWLL(185')

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

116

295

605657

+3

4. 28

PAVEMENT MARKING & SIGNING PLAN

M ST ECH RE AN ET IC

11

PT

LIMIT OF WORK STA. 10+71.00 MEET EXISTING

CONT. ON SHEET 117

CONT. ON SHEET 115 (R&D)

(40')

R7-20L

"STOP"

116

DYCL(315')

117

11'

5'

SWEL(975')

5'

5'

CW

') L(4 5 DYC

R8-3a

"X-WALK" GRAPHIC (R&D)

R2-1(30)

R7-20R

LIMIT OF WORK STA. 10+80.00 MEET EXISTING

20

0

20

SCALE 1" = 20'

40

CO

LN

STR

EET

MAIN STREET (ROUTE 109) CONST. STA. 113+86.04 = MECHANIC STREET CONST. STA. 10+00.00

LIN

11' 11'

11'

115

11'

5'

5'

SWEL(700')

SWL(40')

20'

5'

SWL(40')

20'

7'

114

20'

11'

"MAIN ST" "MECHANIC ST"

20'

5'

(R&R)

11'

SWEL(975')

113

11'

DYCL(705')

112

CW

PC +20.01

7'

5'

111

SWEL(675')

MAIN STREET (ROUTE 109)

R2-1(30) SL

R3-17

R7-20R

DYCL

(R&R)

"X-WALK" GRAPHIC "NO PARKING HEAR TO C0RNER"

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

117

295

605657

PAVEMENT MARKING & SIGNING PLAN

CHO ACC ATE P ESS ARK DR

11 ')

R1-1

L(95

CONT. ON SHEET 116

SL

DYC

MAIN STREET (ROUTE 109) CONST. STA. 121+52.02 = CHOATE PARK ACCESS DR CONST. STA. 10+00.00

MAIN STREET (ROUTE 109) CONST. STA. 117+64.00 = LINCOLN STREET CONST. STA. 10+00.00

PT

+2 9.

69

LIMIT OF WORK STA. 11+46.00 MEET EXISTING

(RET.)

"X-WALK" GRAPHIC

R8-3a

PC +46.71

(R&D)

R1-1

MAIN STREET (ROUTE 109)

MEDWAY TOWN INFORMATION SIGN

(R&D)

"CHOATE PARK ENTRANCE NEXT RIGHT"

SL

W11-2 W16-7pR

D3-1-1 D3-1-3

W11-2 W16-7pL

R10-6

CW

20' SWEL(700')

120

DYCL(360')

121

DYCL(35')

122

R10-23

SWEL(575') DYCL(180')

PC +77.65 123

5'

5'

5'

5'

SWEL(560')

SL

11'

CW

11'

11'

11'

SWEL(420')

SL

R10-23

11'

119

11'

11'

11'

118

5'

5'

5'

5'

7'

117

CW "X-WALK" GRAPHIC (R&D)

R3-17

L(4 5

')

SL (R&R)

DYC

"LINCOLN ST" "MAIN ST"

R7-20R

"STOP"

(RET)

LIMIT OF WORK STA. 10+80.00 MEET EXISTING

"NO PARKING"

W11-2 W16-9p R8-3a

R10-6 W11-2 W16-7pL

(R&D)

"INTERSECTION" GRAPHIC

(R&S) PRIVATE

SIGN

W11-2 W16-7pR

(R&D)

CONT. ON SHEET 118

LIN

CO

LN

STR

EET

R7-20L

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

118

295

605657 R8-3a

PAVEMENT MARKING & SIGNING PLAN

(R&D)

"X-WALK" GRAPHIC

SWLL (90')

SWEL 11'

11'

SYL(5

5')

11

MAIN STREET (ROUTE 109) CONST. STA. 128+38.88 = WINTHROP STREET CONST. STA. 10+00.00

(205')

WINT HROP STRE ET

R3-8d

(R&D)

"STOP" "KEEP RIGHT"

MAIN STREET (ROUTE 109)

R4-7

R3-8d

SYL(55')

CONT. ON SHEET 117

SL " T BUS STOP (R&D) NO PARKING TOW ZONE <-->"

W11-2 W16-9p

R3-17

M3-4 M1-5(109)

R8-3a

CW

R10-22

(RET.)

(R&R)

5'

MEDWAY TOWN INFORMATION SIGN

PC +22.69

126

PT +94.24

DWL(56') 12" YGL (TYP.) @ 3:1 SLOPE

11'

11'

DYCL(245')

SWEL(590')

DYCL(145') SWLL(120')

SL

128 CW

(R&R)

"EVERGREEN ST"

11'

11'

124

DYCL(245')

127

"WINTHROP ST" "MAIN ST"

10'

125

PT +51.19

15' (TYP.)

11'

SWEL(600)

5'

CW

5'

11'

R10-6

5'

5'

5'

5' 5'

SL

123 R8-3a D3-2-2

R3-7L R10-22

R3-7L (R&D)

(R&R)

11'

"SPEED LIMIT 30"

"ZERO TOLERANCE ZONE ALL MOTOR VEHICLE INFRACTIONS HIGHLY ENFORCED NEXT MILE"

"STOP"

(R&D)

R8-3a "NO (R&D) PARKING"

(R&S) PRIVATE

LIMIT OF WORK STA. 21+00.00 MEET EXISTING

SIGN

W11-2 W16-7pR W11-2 W16-7pL

EEN RGR EVE ET E STR

MAIN STREET (ROUTE 109) CONST. STA. 128+35.83 = EVERGREEN STREET CONST. STA. 20+00.00

0')

R8-3a

DYCL (6

CW

60') 5 ( EL SW

80')

65 77. + PC 11'

R10-23

1 CL ( Y D

SL

11'

EL( SW

') 575

R4-7

CONT. ON SHEET 119

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109)

12

SWEL

YCL

EXIST .

EXIST .D

MASS. CMAQ/HSIP/STP/TAP-002S(837)

LIMIT OF WORK STA. 12+45.00 MEET EXISTING

PROJECT FILE NO.

119

295

605657

PAVEMENT MARKING & SIGNING PLAN

DYL(85')

R8-3a

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

15' (TYP.)

DYL(8 5')

EXIST . SWE L

STATE

12" YGL (TYP.) @ 3:1 SLOPE (R&D)

"X-WALK" GRAPHIC

TEMPLE STREET

(60') DYCL 11'

1'

"SPEED LIMIT 30" (R&D)

R7-20L

R8-3a

R7-20R R10-22 "IDYL (RET.) BROOK FIELD -->"

SYL(55')

SL

"STOP"

R8-3a (R&D)

"X-WALK" GRAPHIC

R9-3 R9-3bP(R) D8-3

MAIN STREET (ROUTE 109)

(R&D)

"INTERSECTION" GRAPHIC

D3-2-2 CW

D8-4

R2-1(30)

R4-7 R10-22

11'

PT +93.16

130

DYL(140')

131

DYCL(315')

132

133

"TEMPLE ST"

(R&R)

SWEL(1060')

134

11'

15' (TYP.)

12" YGL (TYP.) @ 3:1 SLOPE

PC +45.16

SWEL(645')

5'

"EVERGREEN ST"

DYL(140')

5'

11'

(R&R)

129

11'

CW

R10-12a

SWEL(415')

11'

SL

128

SL

5'

"WINTHROP ST" "MAIN ST"

SL

CW

5'

(R&R)

CONT. ON SHEET 120

D3-1-1

5'

R4-7

(R&R)

"SPEED LIMIT 30" (R&D)

11'

"STOP" "KEEP RIGHT"

DYCL (10')

SYL(5 5')

SWEL(200')

11

11'

(R&D)

R3-8d

LIMIT OF WORK STA. 10+40.00 MEET EXISTING

R2-1(30)

11'

CONT. ON SHEET 118

(90')

SWLL

SWEL

(205')

WINT HROP STRE ET

R3-8d

CW 5'

R3-17

SL R3-7L R10-22

D3-1-1 11'

R8-3a

R2-1(35)

R8-3a

R9-3 R9-3bP(L) M3-2 M1-5(109)

R10-22

"STOP"

(R&D)

R8-3a MAIN STREET (ROUTE 109) CONST. STA. 128+38.88 = WINTHROP STREET CONST. STA. 10+00.00 MAIN STREET (ROUTE 109) CONST. STA. 133+49.67 = TEMPLE STREET CONST. STA. 10+00.00

0')

R8-3a

DYCL (6

"NO (R&D) PARKING"

MAIN STREET (ROUTE 109) CONST. STA. 128+35.83 = EVERGREEN STREET CONST. STA. 20+00.00

EEN RGR EVE ET E STR

LIMIT OF WORK STA. 21+00.00 MEET EXISTING

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

120

295

605657

TEMPLE STREET

PAVEMENT MARKING & SIGNING PLAN

LIMIT OF WORK STA. 10+40.00 MEET EXISTING

MAIN STREET (ROUTE 109) CONST. STA. 135+72.49 = COTTAGE STREET CONST. STA. 20+00.00 R7-20R

CONT. ON SHEET 121

MAIN STREET (ROUTE 109)

R8-3a

(R&D)

DYCL (10')

SL

"X-WALK" GRAPHIC X

X

5'

5'

PI +79.53 136

137

138

DYCL(620')

139

R8-3a

SWEL(820') 5'

5'

5'

SWEL(645')

11'

135

SWEL(1060')

11'

DYCL(170')

11'

11'

134

11'

SWEL(1060')

11'

CW

X

5'

X

CW R8-3a

(50') SWEL

DYCL(50')

SWEL(50')

R8-3a

EXIST. SWE

"STOP"

(R&R)

R8-3a

L

LIMIT OF WORK STA. 20+90.00 MEET EXISTING

COTTAGE

STREET

L

CONT. ON SHEET 119

EXIST. SWE

MAIN STREET (ROUTE 109) CONST. STA. 133+49.67 = TEMPLE STREET CONST. STA. 10+00.00

EXIST. DYC

(R&D)

(R&R)

L

"X-WALK" GRAPHIC

R8-3a

"COTTAGE ST" "MAIN ST"

SL

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

121

PROJECT FILE NO.

295

605657

(R&R)

POND LIMIT OF WORK STA. 11+00.00 MEET EXISTING

L(55')

R3-17

SWE

SWE

(R&D)

"END CENTER LANE )( ONLY"

R8-3a L(55')

(R&R)

DYCL (55')

"STOP"

"POND ST" "MAIN ST"

M3-4 M1-5(109)

EXIST . SWE L

MAIN STREET (ROUTE 109) CONST. STA. 144+81.93 = POND STREET CONST. STA. 10+00.00

MAIN STREET (ROUTE 109)

DYCL

11

R8-3a

EXIST .

EXIST .

SWEL

STRE ET

PAVEMENT MARKING & SIGNING PLAN

W11-2 W16-7pL

SL

R3-7L

12" YGL (TYP.) @ 3:1 SLOPE

5' 11'

SWLL(100')

CW

CW

11'

11' DWL(64')

145

144

11'

DYL(100')

143

5'

D3-1-1

5'

142

5'

SWEL(820')

DYCL(620')

DYCL(130')

11'

141

DYL(100')

15' (TYP.)

11'

140

11'

139

SWEL(1060')

R8-3a

11'

5'

5'

CW

CW

R3-7L (R&D)

"STOP"

DYCL

R7-20L

R7-20R

MAIN STREET (ROUTE 109) CONST. STA. 144+76.58 = ELM STREET CONST. STA. 20+00.00

LIMIT OF WORK STA. 20+80.00 MEET EXISTING

ET STRE ELM 20

(R&R)

(R&R)

21

CONT. ON SHEET 120

"REDUCE SPEED AHEAD" "X-WALK" GRAPHIC (R&D) "STATE LAW YIELD TO PEDESTRIANS IN CROSSWALK $100 FINE"

W11-2 W16-7pL

"BEGINNIG CENTER LANE )( ONLY"

"ELM ST"

SL

R3-7L

(35')

R8-3a

0

20

SCALE 1" = 20'

40

R3-17

CONT. ON SHEET 122

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

122

295

605657

PAVEMENT MARKING & SIGNING PLAN

POND

DYCL

EXIST . SWE L

11

R8-3a

EXIST .

EXIST .

SWEL

STRE ET

CONT. ON SHEET 121

MAIN STREET (ROUTE 109) CONST. STA. 144+81.93 = POND STREET CONST. STA. 10+00.00

R8-3a

SWE

(RET.)

"CUMBERLAND FARMS" LIGHTED SIGN

L(55')

DYCL (55')

SWE

L(55')

LIMIT OF WORK STA. 11+00.00 MEET EXISTING

"NO (R&D) PARKING THIS SIDE"

W11-2 W16-7pL

SL

(RET.)

"MEDWAY BLOCK" LIGHTED SIGN

(R&D)

R8-3a

R3-7L

R3-7L

"CENTER LANE )( ONLY"

MAIN STREET (ROUTE 109)

R3-7L

R3-7L

SWLL(150')

5' 11'

149

11'

DYCL(335')

148

SWEL(1350')

150

5'

SWLL(180')

151

DYCL(320')

11'

147

R8-3a

5'

DWL(56')

5'

D3-1-1

146

11'

SWLL(85')

11'

CW

11'

145

DYCL(335')

11'

11'

SWEL(1305')

11'

5'

5'

CW

CW

"ELM ST"

SL

(R&R)

(35')

"STOP"

R3-17 M3-2 M1-5(109)

DYCL

(R&R)

R7-20L

R8-3a

(R&D)

"CENTER LANE )( ONLY" "NO PARKING EITHER SIDE"

R2-1(35)

R8-3a

R3-7L

"SPEED LIMIT (R&D) 30"

CONT. ON SHEET 123

MAIN STREET (ROUTE 109)

MAIN STREET (ROUTE 109) CONST. STA. 144+76.58 = ELM STREET CONST. STA. 20+00.00

ELM

STRE

ET

21

LIMIT OF WORK STA. 20+80.00 MEET EXISTING

R3-7L

R3-7L

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

123

295

605657

PAVEMENT MARKING & SIGNING PLAN

CONT. ON SHEET 124

(RET.)

"OCEAN STATE JOB LOT" LIGHTED SIGN

PRIVATE SIGN (RET.)

R3-7L

R3-7L

R3-7L

CW

R3-7L

CONT. ON SHEET 122

154

5' 11'

153

155

11'

DYCL(195')

R4-7

11'

R8-3a

156

SWLL(55')

SWLL(200')

DYCL(385')

5'

5'

11'

SWEL(1350')

CW

5' SWEL(1255')

11'

11'

5'

5' 11' SWLL(55')

5'

11'

DYCL(320')

SWLL(55')

152

11'

151

18'

18'

CW

SWLL(180')

(R&D)

"CENTER LANE )( ONLY"

R3-7L

COMMERCIAL SIGN LIGHTED (RET.)

(R&D)

"CENTER LANE )( ONLY"

"VILLAGE POOL & SPA ENTRANCE"

(R&S)

"CAR WASH ENTRANCE"

(R&S)

COMMERCIAL SIGN (RET.)

"CAR WASH EXIT"

(R&S)

R3-7L

R8-3a

(R&D)

R3-7L (RET.)

"SOFT CLOTH CAR WASH" LIGHTED SIGN

11'

R3-7L

R3-2 R4-7

11'

(R&D)

"CENTER LANE )( ONLY"

5'

MAIN STREET (ROUTE 109)

(R&D)

"CENTER LANE )( ONLY"

11'

(RET.)

COMMERCIAL LIGHTED SIGN

(RET.)

"MEDWAY SHOPPING CENTER" LIGHTED SIGN

(R&D)

(RET.)

"X-WALK" GRAPHIC "STATE LAW YIELD TO PEDESTRIANS IN CROSSWALK $100 FINE"

"113 MAIN STREET COSMETIC DENTISTRY" COMMERCIAL SIGN

(R&D)

20

0

20

SCALE 1" = 20'

40

"CENTER LANE )( ONLY"

"EAST" "109"

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

124

295

605657

MEDWAY SHOPPING CENTER DRIVE

PAVEMENT MARKING & SIGNING PLAN

12'

(RET.)

"MEDWAY SHOPPING CENTER" LIGHTED SIGN

(R&D)

"CENTER LANE )( ONLY"

"NO (R&D) PARKING THIS SIDE"

R8-3a

MAIN STREET (ROUTE 109) R3-7L

R9-3 R9-3bP(L)

R3-17

"NO (R&D) PARKING THIS SIDE"

"MEDWAY RECYCLE"

R4-7

R3-7R R10-22

"X-WALK" GRAPHIC "CENTER LANE )( ONLY" "STATE LAW YIELD TO PEDESTRIANS IN CROSSWALK $100 FINE"

R5-1

11'

1'

CONT. ON SHEET 125

(R&D)

SYEL(75')

CONT. ON SHEET 123

SYEL(75')

SWLL(70')

LIMIT OF WORK MEET EXISTING

(R&R)

R5-1

R8-3a

R3-9b R3-9dP

R5-1

R5-1

R3-7L R10-22

SL

(RET.)

SHELL GAS STATION LIGHTED SIGN

R3-7L CW

CW

(R&D)

(R&D)

"CENTER LANE )( ONLY"

R3-7L

"BURGER KING ENTRANCE" LIGHTED SIGN

"BURGER KING EXIT" LIGHTED SIGN "BURGER KING" LIGHTED SIGN

SWLL(100')

SL

CW

SL

R9-3 R9-3bP(R) R3-7L R10-22 (ON M.A. SHAFT)

(RET.)

"MOBIL" LIGHTED SIGN

11' 13'

11'

DYCL(95')

DYL(70') SWEL(1275')

R3-9a

5'

R10-11b

CW

161

11'

160

DYL(75')

5'

159 R10-12a

(RET.)

(RET.)

5'

5' R10-12a

SWLL(75')

11'

158

5' R8-3a

"EAST" "109"

SL

SWEL(1315')

11'

11' SWEL(1350')

5'

DYCL(385')

11'

11'

157

11'

11'

SWEL(1305')

11'

156

SWLL(200')

5'

5'

CW

R3-17

R8-3a

R10-22 COMMERCIAL LIGHTED SIGN

PROP. 30' MAST ARM (LIGHT LOADS) w/CORED PIER FDN. (STA. 161+30, 28.25' RT)

(RET.)

COMMERCIAL SIGN

"X-WALK" GRAPHIC "STATE LAW YIELD TO PEDESTRIANS IN CROSSWALK $100 FINE"

(RET.)

(RET.)

(R&D)

20

0

20

SCALE 1" = 20'

40

(R&D)

R3-9b R3-9cP

"CENTER LANE )( ONLY" "LONG DISTANCE TIRES" LIGHTED SIGN

(RET.)

162

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

125

295

605657

PAVEMENT MARKING & SIGNING PLAN

CONT. ON SHEET 124

(RET.)

(RET.)

SHELL GAS STATION LIGHTED SIGN

CONT. ON SHEET 126

"NO (R&D) PARKING THIS SIDE"

"GOULD'S PLAZA" LIGHTED SIGN

"NO (R&D) PARKING"

R3-9b R3-9dP

R5-1

MAIN STREET (ROUTE 109)

W11-2 W16-7pL

W11-2 W16-7pR

R10-6

R8-3a CW

5'

5'

SWEL(1275')

11'

5' 11' 13'

13' 5'

11'

SYL(1030')

R10-23

11'

11'

CW

11'

5'

167

166

BYLL(1040')

(R&D)

"CENTER LANE )( ONLY"

165

13'

PI +35.03

BYLL(1040')

11'

SYL(1030')

164

R10-23

SL

13'

163

SWEL(1315')

11'

162

5'

5'

5'

CW

R10-6

R8-3a W11-2 W16-9p

W11-2 W16-7pL

(RET.)

"LONG DISTANCE TIRES" LIGHTED SIGN

"DUNK'IN DONUTS" LIGHTED SIGN

"EXIT <--"

(RET.)

(RET.)

"ENTER -->"

(RET.)

W11-2 W16-7pR

R10-15 "END CENTER LANE )( ONLY"

"X-WALK" GRAPHIC (R&D) "STATE LAW YIELD TO PEDESTRIANS IN CROSSWALK $100 FINE" "NO PARKING THIS SIDE"

(R&D)

20

0

20

SCALE 1" = 20'

40

SL

MEDWAY MAIN STREET (ROUTE 109) STATE

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

126

295

605657

PAVEMENT MARKING & SIGNING PLAN

CONT. ON SHEET 127 DYL & SL FOR PROP. TRI VALLEY COMMONS DRIVEWAY R2-1(35) (R&R)

"ZERO TOLERANCE ZONE ALL MOTOR VEHICLE INFRACTIONS HIGHLY ENFORCED W11-2 NEXT MILE"

(R&D)

W11-2 W16-7pL

W11-2 W16-7pR

"SPEED LIMIT 30"

R10-6

R1-1

MAIN STREET (ROUTE 109)

"REDUCE SPEED AHEAD"

W16-9p

R8-3a

(R&D)

PROP. 35' MAST ARM (LIGHT LOADS) w/CORED PIER FDN. (STA. 171+15, 32' LT)

R3-2

R3-9b R3-9cP

SL X

X

X

X

X

X

X

X

4'

SYL(1030')

173 12" YGL (TYP.) @ 3:1 SLOPE

DYL(125')

DWL(104') DWL(88') DWL(80')

4'

4'

5'

SWEL(1275')

11'

SL

11'

BYLL(1040')

15' (TYP.)

172

11'

11'

R10-23

171

170

DYL(125')

13'

CW

169

168

13'

167

BYLL(1040')

11'

11'

R10-23

R3-9a

SYL(1030')

5'

5'

5'

SWEL(1315')

5' R8-3a W11-2 W16-7pL

W11-2 W16-7pR

(RET.)

R10-15

CONT. ON SHEET 125

D3-2-3

"END CENTER LANE )( ONLY"

"NO (R&D) PARKING THIS SIDE"

LANE USE SIGN GRAPHIC

"HAIR CUT" COMMERCIAL SIGN

"PRINT-A-RAMA" COMMERCIAL SIGN

(R&S)

R3-9b R3-9dP

R3-8b

"X-WALK" GRAPHIC"

(R&D)

"LAW & FINANCIAL CENTER" COMMERCIAL SIGN

(R&S)

R4-4 R3-17 R3-17b

(R&S)

"HANG TAI TOO CHINESE CUISINE" LIGHT SIGN

(R&D)

(R&D)

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

1'

SWE

CONT. ON SHEET 126

11'

10'

11'

±5'

(140 ')

X

"WEST" "109"

13

11'

'

11

8'

R5-1

SL

4'

H1-2

')

2' R1-2

') 50

"LEFT LANE MUST TURN LEFT" (R&D)

SW L

"NTOR"

(R&D)

MAIN STREET (ROUTE 109) CONST. STA. 175+91.36 = HOLLISTON STREET CONST. STA. 12+49.13

RE

'

4'

11

'

CW

R8-3a

EL (21 0')

"THE STRAY CAT" LIGHTED SIGN

R3-7L

(R&D) W

DYL

11

15')

'

EL( SW .C EX

L EX IST . SW E

EX I SL ST.

(RET.)

IST

PC

EX IST

(RET.)

"STOP" W

+35

EL . SW

EX IST

.C

W

.S

IST EX

YL

DYL

.D IST EX

(RET.)

ST.

W .C IST EX

15') EL(

'

SW

11

"STOP"

EXI

(R&D)

DYL

SCALE 1" = 20'

(R&D)

"LEFT LANE MUST TURN LEFT" PED XING GRAPHIC

)

40

R3-7L

(60'

20

11 '

(60 ') PT +8 1 7.20 8

0

DY L

20

(RET.)

.45

D6-9 (INSTALL AT 450' D8-9 FROM STOP LINE)

"STOP"

.C

DY

SW

L(6

(RET.)

(R&D)

"LEFT LANE MUST TURN LEFT" PED XING GRAPHIC

EX I SL ST.

EL SW

4'

11

IST

10 '

(22

5')

'

11

ST

11

(RET.)

"THE STRAY CAT" LIGHTED SIGN

(R&D)

D6-10 D8-10 L(1

80 ') CL (1 DY

ET

MAIN STREET (ROUTE 109)

"ENERGY" LIGHTED SIGN

4'

"EAST" "109"

R8-3a R3-17 R3-17b

R5-1

4'

ON IST HO LL

8

0.7

R3-7L R10-22

12

R5-1

M3-2 M1-5(109)

EX

(R&D) "YIELD"

(RET.)

12" YGL (TYP.) @ 3:1 SLOPE

0') PT +8 1 7.20 8

"HANG TAI TOO CHINESE CUISINE" LIGHT SIGN

D3-1-1

"SW GL

"ENERGY" LIGHTED SIGN

DYL(220')

"CITGO" (RET.) LIGHTED SIGN

9'

13' 2'

DYCL(130') R3-8b R10-22

179

178

(60' )

(R&D)

"TOWN OF MEDWAY TOWN MEETING"

177

DYL(220')

R10-12a

SL

CW

CLUSTER REFLECTOR

DWL(56')

(R&R)

(67 ')

R8-3a

15' (TYP.)

"HOLLISTON ST"

12

(R&D)

R3-8b

R4-4

SWEL(360')

CW

YL

X

5'

R1-2

X

"X-WALK" GRAPHIC"

SWEL(330')

5'

SWEL(270')

(R&S)

+4

12"SWGL(175') D6-12 D8-12 R10-11b

X

"DO (R&D) NOT PASS"

(R&D)

20'

L DW

13'

4'

4'

DWL(80')

SWLL(105')

SWLL(110') SL

X

20'

H1-2

PC

SL

5'

DWL(88')

11'

SWLL(200')

175

DWL(88')

X

10'

SWLL(200')

') 50 = (R 10') 176 (R=1 PI +84.11 2') (7

R10-12a

X

SWLL(100')

12"SWGL(53')

"NTOR"

R10-12a

CW

R3-8b R10-22

4'

12" YGL (TYP.) @ 3:1 SLOPE

174

DWL(104')

10'

173

SL

R8-3a

11'

11'

11'

DYCL(215')

"LEFT-THRU-RIGHT LANE USE SIGN" GRAPHIC

5'

4'

4'

15' (TYP.)

SWEL(195')

R10-12a (R&D)

5'

CW

X

CW R1-2 YL

(75

X

(R&D)

"NO TURN ON RED"

X

(R&R)

10'

SL

6'

R1-2

(R&D)

1'

R8-3a

D3-1-1

10'

12"S (38' WGL )

(R&D)

605657

CONT. ON SHEET 128

"WELCOME TO MEDWAY HOME OF THE MEDWAY ..."

X

(R&R) "HOLLISTON ST"

M3-4 M1-5(109)

GL SW 1') (3

R3-2

R3-8b R10-22

11'

295

PAVEMENT MARKING & SIGNING PLAN

R5-1

12"

MAIN STREET (ROUTE 109)

R1-1

11'

127

(R&D)

(R&D)

1'

PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

"109 EAST MILLIS WESTWOOD <--" "109 WEST MILFORD -->"

SWL L

"LEFT LANE MUST TURN LEFT" "RIGHT LANE MUST TURN RIGHT"

MASS. CMAQ/HSIP/STP/TAP-002S(837)

R8-3a

SWLL (140' ) 14

L(270 ')

11'

HOLL ISTO N STRE ET

R8-3a

DYCL (160') SWE L(250 ')

CONT. ON SHEET 129

FED. AID PROJ. NO.

LIMIT OF WORK STA. 9+50.00 MEET EXISTING

"MEDWAY COMMONS" LIGHTED SIGN

(RET.)

WL L

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

128

295

605657

PAVEMENT MARKING & SIGNING PLAN

CONT. ON SHEET 127

(R&D)

LEFT-THRU-RIGHT LANE USE SIGN GRAPHIC

"DO (R&D) NOT PASS"

(R&D)

"X-WALK" GRAPHIC"

R3-8b

R4-4

END PROJECT STA. 179+90.00 MEET EXISTING N2880611.1395 E681352.1105

MAIN STREET (ROUTE 109)

D3-2-3

SWEL(330')

DYL(220')

EXIST. SWEL

13'

1.5'

15' (TYP.)

179

EXIST. DYL

DYL(220') 13'

1.5'

12" YGL (TYP.) @ 3:1 SLOPE

EXIST. DYL

180

EXIST

. SWE

L

"EAST" "109"

(R&D)

20

0

20

SCALE 1" = 20'

40

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

129

295

605657

PAVEMENT MARKING & SIGNING PLAN

EXIST. DYL

DYL(105')

EXIST.

DYL

EXIST. S

WEL

16

EXIST. SWEL

D6-11 D8-11 (INSTALL AT 450' FROM STOP LINE)

15' (TYP.)

12" YGL (TYP.) @ 3:1 SLOPE

DYL(105')

R3-8b

LIMIT OF WORK STA. 15+60.00 MEET EXISTING

(R&D) LEFT-THRU-RIGHT

DWL(72')

PT +40.

72

DWL(88')

15

LANE USE SIGN GRAPHIC (R&R)"DO NOT BLOCK DRIVEWAY"

11'

±5'

L(250

SWE

HOLL ISTO N STRE ET

10'

')

(140') 14

SWLL

L(270 SWE

R8-3a

(160')

11'

')

11'

DYCL

1'

20

L(14

0')

(R&D)

SWL

R8-3a

X

"109 EAST MILLIS WESTWOOD <--" "109 WEST MILFORD -->"

0

20

SCALE 1" = 20' CONT. ON SHEET 127

40

THE FIELD FOR REVIEW AND APPROVAL PRIOR TO PLANTING

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

PLANTING NOTES

2.

5. 6.

BOTANICAL NAME AMELANCHCIER CANADENSIS QUERCUS RUBRA

COMMON NAME SERVICEBERRY RED OAK

COMMENTS 6'- 8' HT. CLUMP, B&B, MATCHED SPECIMEN, MIN. 4 STEMS, HEADED AT 4' 2 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 5'

PROP. MILFORD ST. CONST. & PGL

PLANT LIST SYM. QTY. AC 3 QR 1

605657

12

3. 4.

158

LANDSCAPE PLANS

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

11

100

101

102

103

PROP. MAIN ST. (RTE 109) CONST. & PGL

104 PROP. FRANKLIN ST. CONST.

1 QR

3 AC STAKE PROPOSED TREE LOCATIONS IN THE FIELD FOR REVIEW AND APPROVAL PRIOR TO PLANTING

11

1.

SHEET TOTAL NO. SHEETS

105

PROP. MAIN ST. (RTE 109) CONST. & PGL

106

295

PLANTING NOTES

3. 4. 5. 6.

BOTANICAL NAME AMELANCHCIER CANADENSIS ACER RUBRUM 'RED SUNSET' ULMUS 'PATRIOT'

COMMON NAME SERVICEBERRY RED SUNSET RED MAPLE PATRIOT HYBRID ELM

COMMENTS 6'- 8' HT. CLUMP, B&B, MATCHED SPECIMEN, MIN. 4 STEMS, HEADED AT 4' 2 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 5' 3 21" CALIPER, B&B, MATCHED SPECIMEN. CENTRAL LEADER, HEADED AT 5'

16 12

15

14+94.73

PROP. HIGHLAND ST. CONST. & PGL 1 UA

14+59.29 PROP. MILFORD ST. CONST. & PGL

11

1 UA

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

159 605657

LANDSCAPE PLANS

3'

2.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

3'

1.

PLANT LIST SYM. QTY. AC 5 AR 1 UA 2

14

5 AC

13

STAKE PROPOSED TREE LOCATIONS IN THE FIELD FOR REVIEW AND APPROVAL PRIOR TO PLANTING

1 AR

295

12

MEDWAY MAIN STREET (ROUTE 109) PLANT LIST SYM. QTY. GT 2 UA 5

STATE

BOTANICAL NAME GLEDITSIA TRIACANTHOS VAR. 'SKYLINE' ULMUS 'PATRIOT'

COMMON NAME SKYLINE THORNLESS HONEYLOCUST PATRIOT HYBRID ELM

COMMENTS 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6'

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

160

295

605657

LANDSCAPE PLANS PLANTING NOTES 1. 2. 3. 4. 5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

PROP. SLOCUMB PL. CONST.

11

PROP. MAIN ST. (RTE 109) CONST. & PGL

106

107

108

PI +23.07 107 +55.46

PROP. HIGH ST. CONST.

35' TYP.

CENTER TREES IN LAWN PANEL, TYP.

108 +69.14

109 35'

5 UA

PROP. MAIN ST. (RTE 109) CONST. & PGL

110

110 +87.25 2 GT

111

35' TYP.

CENTER TREES IN LAWN PANEL, TYP.

111 +63.92

35'

11

MEDWAY MAIN STREET (ROUTE 109) PLANT LIST SYM. QTY. AR1 5 GT 5

PLANTING NOTES 1. 2. 3. 4.

BOTANICAL NAME ACER RUBRUM ' RED SUNSET' GLEDITSIA TRIACANTHOS 'SKYLINE'

COMMON NAME RED SUNSET RED MAPLE SKYLINE THORNLESS HONEYLOCUST

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

COMMENTS 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6'

PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

161 605657

LANDSCAPE PLANS

11

5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

STATE

PROP. MECHANIC ST. CONST.

111

35' TYP.

111 +63.92

35'

112 PROP. MAIN ST. (RTE 109) CONST. & PGL

3 GT

113 +90.57

113

2 GT

114

35'

112 +45.80

115 +22.24

115 5 AR1

116 +11.89 PROP. MAIN ST. (RTE 109) CONST. & PGL 115 +69.05

116

117

35' TYP.

CENTER TREES IN LAWN PANEL, TYP.

CENTER TREES IN LAWN PANEL, TYP. CENTER TREES IN LAWN PANEL, TYP.

CENTER TREES IN LAWN PANEL, TYP.

RABBIT HILL HISTORIC DISTRICT LIMIT

PROP. LINCOLN ST. CONST.

295

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANTING NOTES

BOTANICAL NAME ACER RUBRUM ' RED SUNSET' ABIES CONCOLOR MAGNOLIA VIRGINIANA ULMUS 'PATRIOT'

COMMON NAME RED SUNSET RED MAPLE WHITE FIR SWEETBAY MAGNOLIA PATRIOT HYBRID ELM

LANDSCAPE PLANS

COMMENTS 2 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 10-12' HT., SPECIMEN, FULL TO GROUND 6-8' HT, B&B, MATCHED SPECIMEN, CENTRAL LEADER, FULL TO GROUND 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6'

SEE CIVIL DRAWINGS FOR RETAINIG WALL AND ORNAMENTAL RAILING/GUARDRAIL

69

PLANT LIST SYM. QTY. AR 4 1 MV 4 UA 3

605657

+2 9.

5. 6.

PROJECT FILE NO.

295

PT

3. 4.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

162

4 AR

11

2.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

PROP. CHOATE PARK ACCESS DRIVE CONST. (RET) SEE CIVIL DRAWINGS FOR RETAINIG WALL AND ORNAMENTAL RAILING/GUARDRAIL

117

118 118 +11.38

PROP. LINCOLN ST. CONST.

CENTER TREES IN LAWN PANEL, TYP.

PROP. MAIN ST. (RTE 109) CONST. & PGL 35'

CHOATE PARK WALL SEE DETAIL LANDSCAPE DETAILS

119 +30.86 119

120 3 UA

PROP. MAIN ST. (RTE 109) CONST. & PGL

PC +46.71

1.

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

STAKE PROPOSED TREE LOCATIONS IN THE FIELD FOR REVIEW AND APPROVAL PRIOR TO PLANTING

10 +43.38

1 AC1

123 +

0.4 3

121

121 +12.09

4 MV

122 CHOATE PARK WALL SEE LANDSCAPE DETAILS

PC +77.65 123 123 +27 .45

MEDWAY MAIN STREET (ROUTE 109)

2. 3. 4. 5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

BOTANICAL NAME ACER RUBRUM 'RED SUNSET' QUERCUS RUBRA ULMUS 'PATRIOT'

COMMON NAME RED SUNSET RED MAPLE RED OAK PATRIOT HYBRID ELM

MASS. CMAQ/HSIP/STP/TAP-002S(837)

COMMENTS 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6'

PROJECT FILE NO.

163

LANDSCAPE PLANS

35' TYP. 3 AR1

3'

3' 1 QR1

123+62.29

124+32.5 124

125+63.13

124+34.49

123 5 .6 +77 C P 123+27.45

123+0.43

(REM)

PC +22.69

PROP. MAIN ST. (RTE 109) CONST. & PGL

128

RGREEN

123+99.49

126

127 +94.24 PT

VE PROP. E CONST.

CHOATE PARK STONE WALL 123+10.43

PROP. MAIN ST. 125 PT +51.19 (RTE 109) CONST. & PGL

ST.

3' 1 UA

2 UA

295

605657

HIGH POINT

3'

1.

PLANT LIST SYM. QTY. AR1 3 QR1 1 UA 3

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

11

PLANTING NOTES

STATE

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANTING NOTES 1. 2. 3. 4. 5. 6.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS. BOTANICAL NAME GLEDITSIA TRIACANTHOS 'SKYLINE'

PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

164

295

605657

LANDSCAPE PLANS

COMMON NAME SKYLINE THORNLESS HONEYLOCUST

COMMENTS 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6'

12

PLANT LIST SYM. QTY. GT 9

FED. AID PROJ. NO.

11

LOW POINT HIGH POINT

PROP. MAIN ST. 129 (RTE 109) CONST. & PGL

128

PC +45.16

PT130 +93.16

CENTER TREE IN LAWN PANEL

131

35' TYP.

131+27.87

6 GT

132 131+96.15

1 GT

LAWN

PROP. MAIN ST. (RTE 109) CONST. & PGL 132+70.05

35.00'

133

2 GT

134 PROP. TEMPLE ST. CONST.

LAWN

VE PROP. E CONST. RGREEN ST.

MEDWAY MAIN STREET (ROUTE 109) PLANTING NOTES

2. 3. 4. 5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

BOTANICAL NAME ACER RUBRUM 'RED SUNSET' QUERCUS RUBRA

COMMON NAME RED SUNSET RED MAPLE RED OAK

1 AR1

3 QR1

134 PROP. TEMPLE ST. CONST.

LAWN

35' TYP.

PI +79.53 136

PROP. MAIN ST. (RTE 109) CONST. & PGL

134+96.46

136+28.27

PROJECT FILE NO.

X

X

136+98.27

X

LAWN CENTER TREE IN LAWN PANEL

137

35' TYP.

138

139 138+63.36

SHEET TOTAL NO. SHEETS

165 605657

LANDSCAPE PLANS

5 AR1

CENTER TREE IN LAWN PANEL

135

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

COMMENTS 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6'

X

PROP. COT TAGE ST. CONST.

1.

PLANT LIST SYM. QTY. AR1 6 QR1 3

STATE

PROP. MAIN ST. (RTE 109) CONST. & PGL

295

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANT LIST SYM. QTY. QR1 1 UA 7 IG 38

PLANTING NOTES 1. 2. 3. 4.

COMMON NAME RED OAK PATRIOT HYBRID ELM SHAMROCK INKBERRY

MASS. CMAQ/HSIP/STP/TAP-002S(837)

COMMENTS 3 21" " CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" " CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6 3 GAL,18"-24" HT., STAGGERED ROWS, 3' O.C.

PROJECT FILE NO.

166

295

605657

LANDSCAPE PLANS

11

PROP .P CONS OND ST. T.

5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

BOTANICAL NAME QUERCUS RUBRA ULMUS 'PATRIOT' ILEX GLABRA 'SHAMROCK'

SHEET TOTAL NO. SHEETS

FED. AID PROJ. NO.

WG

PROP. MAIN ST. (RTE 109) CONST. & PGL

140

141

CENTER TREE IN LAWN PANEL

38 IG

15' MIN.

35' TYP.

142

7 UA

143

PROP. MAIN ST. (RTE 109) CONST. & PGL

145

144

141+83.32

145+64.20

STAKE PROPOSED TREE LOCATION IN THE FIELD FOR REVIEW AND APPROVAL PRIOR TO PLANTING 1 QR1

PROP. ELM ST. CONST.

21

139

LAWN

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANT LIST SYM. QTY. AR1 4

BOTANICAL NAME ACER RUBRUM 'RED SUNSET'

COMMON NAME RED SUNSET RED MAPLE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

COMMENTS 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6'

PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

167

295

605657

LANDSCAPE PLANS PLANTING NOTES 1. 2.

PROP .P CONS OND ST. T.

3. 4.

11

5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

2 AR1

5' TYP.

6'

2 AR1

3'

WG

CENTER TREE IN LAWN PANEL

35' 145

146 147+05.38

145+64.20

(RET)

21

PROP. ELM ST. CONST.

147

148

149

150

PROP. MAIN ST. (RTE 109) CONST. & PGL

151

MEDWAY MAIN STREET (ROUTE 109) PLANTING NOTES

COMMON NAME SKYLINE THORNLESS HONEYLOCUST KARL FOERSTER FEATHER REED GRASS HAPPY RETURNS DAYLILY SHAMROCK INKBERRY WILTONI JUNIPER DAFFODILS

COMMENTS 3 1/2" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 2 GAL, STAGGERED ROWS, 24" O.C. 1 GAL, STAGGERED ROWS, 15" O.C. 3 GAL,18"-24" HT., STAGGERED ROWS, 3' O.C. 2 GAL, 15-18" SPRD., 24" O.C., STAGGERED ROWS TOP SIZE, 6" O.C., PLANT IN NATURAL DRIFTS, INTERMIX VARIETIES

VIRGINIA ROSE

2 GAL., 24-30" HT., STAGGERED ROWS, 3' O.C.

9 RV 57 RV

39 IG

23 IG

4 GT1

75 HH

23 IG

400 NS

43 RV

17 IG 5 IG

70 HH 4 GT1

80 HH

60 CA

400 NS

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

168

295

605657

LANDSCAPE PLANS

900 NS

15 CA

200 NS

29 CA

300 NS

500 NS

6'

5. 6.

BOTANICAL NAME GLEDITSIA TRIACANTHOS 'SKYLINE' CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' HEMEROCALLIS ' HAPPY RETURNS' ILEX GLABRA 'SHAMROCK' JUNIPERUS CHINENSIS WILTONI NARCISSUS SPECIES BELL SONG JETFIRE MINNOW TETE A TETE RAPTURE RIP VAN WINKLE ROSA VIRGINIANA

CENTER TREE IN LAWN PANEL PROP. MAIN ST. (RTE 109) CONST. & PGL

75 HH

35' TYP.

151

400 NS

35' TYP.

152 151+72.07

LAWN

LAWN

LAWN

CENTER TREE IN LAWN PANEL

153

3 GT

1 M 5' IN .

3. 4.

3'

2.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

STATE

6'

1.

PLANT LIST SYM. QTY. GT 11 CA 104 HH 300 IG 107 JC 132 NS 500 500 500 500 500 600 RV 109

35' TYP. 155

154 154+83.89

152+74.08

CENTER TREE IN LAWN PANEL

LAWN 132 JC

156

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

169 605657

LANDSCAPE PLANS

900 NS CENTER TREE IN PLANT BED

73 CA

362 2,200 HH NS 132 JC

132 JC

LAWN

CENTER TREE IN LAWN PANEL

156

35' TYP.

132 JC

157

158

45 CA

600 NS

54 HH

300 NS

3 GT

159

157+63.89

PLANTING NOTES

2. 3. 4. 5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

PLANT LIST SYM. QTY. GT 9 CA 269 HH 796 JC 396 NS 1,400 1,400 1,400 1,400 1,400 1,300

BOTANICAL NAME GLEDITSIA TRIACANTHOS 'SKYLINE' CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' HEMEROCALLIS ' HAPPY RETURNS' JUNIPERUS CHINENSIS WILTONI NARCISSUS SPECIES BELL SONG JETFIRE MINNOW TETE A TETE RAPTURE RIP VAN WINKLE

COMMON NAME SKYLINE THORNLESS HONEYLOCUST KARL FOERSTER FEATHER REED GRASS HAPPY RETURNS DAYLILY WILTONI JUNIPER DAFFODILS

CENTER TREE IN PLANTING BED

LAWN

159+87.95

1.

900 NS

6 GT

LAWN

380 2,300 HH NS

5' TYP.

76 CA

COMMENTS 3 1/2" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 2 GAL, STAGGERED ROWS, 24" O.C. 1 GAL, STAGGERED ROWS, 15" O.C. 2 GAL, 15-18" SPRD., 24" O.C., STAGGERED ROWS TOP SIZE, 6" O.C., PLANT IN NATURAL DRIFTS, INTERMIX VARIETIES

35' TYP. 160

CENTER TREE IN LAWN PANEL

75 1,100 CA NS

161

PROP. MAIN ST. (RTE 109) CONST. & PGL

162

295

MEDWAY MAIN STREET (ROUTE 109) PLANTING NOTES 1. 2. 3. 4. 5. 6.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

PLANT LIST SYM. QTY. AR1 1 QR1 4 HH 920 JC 82 NS 1,000 1.000 1,000 1,000 1.000 700

STATE

BOTANICAL NAME ACER RUBRUM 'RED SUNSET' QUERCUS RUBRA HEMEROCALLIS ' HAPPY RETURNS' JUNIPERUS CHINENSIS WILTONI NARCISSUS SPECIES BELL SONG JETFIRE MINNOW TETE A TETE RAPTURE RIP VAN WINKLE

COMMON NAME RED SUNSET RED MAPLE RED OAK HAPPY RETURNS DAYLILY WILTONI JUNIPER DAFFODILS

240 1,500 HH NS

90 HH

600 NS

MASS. CMAQ/HSIP/STP/TAP-002S(837)

COMMENTS 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 1 GAL, STAGGERED ROWS, 15" O.C. 2 GAL, 15-18" SPRD., 24" O.C., STAGGERED ROWS TOP SIZE, 6" O.C., PLANT IN NATURAL DRIFTS, INTERMIX VARIETIES

200 1,200 HH NS

82 JC

1 AR1

REPLACE DISTURBED JUNIPER GROUNDCOVER

FED. AID PROJ. NO.

PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

170

295

605657

LANDSCAPE PLANS

PROPOSED SHRUBS, GROUNDCOVER, ORNAMENTAL GRASSES AND BULBS (TYP.)

2.5'

PROP. MAIN ST. (RTE 109) CONST. & PGL

162

163

35' TYP.

REPLACE DISTURBED JUNIPER GROUNDCOVER

164

2.5' TYP.

163+54.08

PI +35.03

4 QR1

REPLACE DISTURBED SHRUBS 165+52.85

165

REPLACE DISTURBED SHRUBS 166

390 2,400 HH NS

167

PROP. MAIN ST. (RTE 109) CONST. & PGL

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANTING NOTES 1. 2. 3. 4. 5. 6.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

PROJECT FILE NO.

PROP. MAIN ST. (RTE 109) CONST. & PGL

168

SHEET TOTAL NO. SHEETS

171 605657

LANDSCAPE PLANS

X

167

FED. AID PROJ. NO.

169

170

171

X

X

X

X

172

X

X

X

PROP. MAIN ST. (RTE 109) CONST. & PGL

173

295

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANTING NOTES

2. 3. 4.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

PROJECT FILE NO.

172

295

605657

LANDSCAPE PLANS

X

PRO P. H O C L =1 ONST. LLISTO 9 9. 9 & PG N ST. 35' L R =6 0 0. 0 0'

5. 6.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

SHEET TOTAL NO. SHEETS

14

1.

FED. AID PROJ. NO.

X

13

X X

X

X

X

X

X

X

X

(REM)

175

12

174

PR O CO P. H NS OL T. LIS & P TON GL ST .

173

11

PROP. MAIN ST. (RTE 109) CONST. & PGL

176 PI +84.11

177

PROP. MAIN ST. (RTE 109) CONST. & PGL

178

179

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANTING NOTES 1. 2. 3. 4. 5. 6.

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

179

PROP. MAIN ST. (RTE 109) CONST. & PGL

SHEET TOTAL NO. SHEETS

173 605657

LANDSCAPE PLANS

180

PROP. ALTERATION (TYP.)

295

MEDWAY MAIN STREET (ROUTE 109) STATE

PLANTING NOTES

PROP. H OLLISTO N ST. CONST. & PGL

5. 6.

SHEET TOTAL NO. SHEETS

174 605657

LANDSCAPE PLANS

16

3. 4.

PROJECT FILE NO.

CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS AND SPECIAL PROVISIONS. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. SEE LANDSCAPE DETAIL SHEET FOR PLANTING AND SITE FURNISHING DETAILS.

14

2.

MASS. CMAQ/HSIP/STP/TAP-002S(837)

X

PRO P CON . HOLL IS S L =1 9 9 . 9 T. & TON ST PGL . 35' R =6 0 0.0 0'

1.

FED. AID PROJ. NO.

295

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

MASS. CMAQ/HSIP/STP/TAP-002S(837) PROJECT FILE NO.

SHEET TOTAL NO. SHEETS

175

295

605657

LANDSCAPE DETAILS

4 1

PLANT LIST SYM. QTY. AR 5

BOTANICAL NAME ACER RUBRUM 'RED SUNSET'

COMMON NAME RED SUNSET RED MAPLE

AR1

19

ACER RUBRUM 'RED SUNSET'

RED SUNSET RED MAPLE

AC

8

AMELANCHIER CANADENSIS

SERVICEBERRY

GT

1 36

ABIES CONCOLOR GLEDITSIA TRIACANTHOS 'SKYLINE'

WHITE FIR SKYLINE THORNLESS HONEYLOCUST

MV

4

MAGNOLIA VIRGINIA

SWEETBAY MAGNOLIA

QR

1

QUERCUS RUBRA

RED OAK

OR1

9

QUERCUS RUBRA

RED OAK

UA

20

ULMUS 'PATRIOT'

PATRIOT HYBRID ELM

CA HH IG JC NS

373 2,016 145 610

CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' HEMEROCALLIS ' HAPPY RETURNS' ILEX GLABRA 'SHAMROCK' JUNIPERUS CHINENSIS WILTONI NARCISSUS SPECIES

KARL FOERSTER FEATHER REED GRASS HAPPY RETURNS DAYLILY SHAMROCK INKBERRY WILTONI JUNIPER DAFFODILS

2,900 2.900 2,900 2,900 2,900 2,600 109

BELL SONG JETFIRE MINNOW TETE A TETE RAPTURE RIP VAN WINKLE ROSA VIRGINIANA

VIRGINIA ROSE

RV

2

5

3

6

7

COMMENTS 2 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 5' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADER AT 6' 6-8' HT, CLUMP, B&B, MATCHED SPECIMEN, MIN. 4 STEMS. 10-12' HT., SPECIMEN, FULL TO GROUND 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 6-8' HT, B&B, MATCHED SPECIMEN, CENTRAL LEADER, FULL TO GROUND 2 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 5' 3 21" CALIPER, B8B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 3 21" CALIPER, B&B, MATCHED SPECIMEN, CENTRAL LEADER, HEADED AT 6' 2 GAL, STAGGERED ROWS, 24" O.C. 1 GAL, STAGGERED ROWS, 15" O.C. 3 GAL,18"-24" HT., STAGGERED ROWS, 3' O.C. 2 GAL, 15-18" SPRD., 24" O.C., STAGGERED ROWS TOP SIZE, 6" O.C., PLANT IN NATURAL DRIFTS, INTERMIX VARIETIES

2 GAL., 24-30" HT., STAGGERED ROWS, 3' O.C.

DETAIL 1 1 1 7 1 1 1 1 1 3 3 2 3

2

MEDWAY MAIN STREET (ROUTE 109) STATE

FED. AID PROJ. NO.

SHEET NO.

TOTAL SHEETS

MASS.

CMAQ/HSIP/STP/TAP-002S(837)

193

295

PROJECT FILE NO.

605657

ELECTRICAL DETAILS