A00831-613163.pdf

Massachusetts Department Of Transportation Highway Division Proposal No. 613163-135786

A00831 - 1

DOCUMENT A00831

ARMY CORPS OF ENGINEERS

GENERAL PERMIT

Massachusetts Department Of Transportation Highway Division Proposal No. 613163-135786

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CAUTION: This email originated from a sender outside of the Commonwealth of Massachusetts mail system. Do not click on links or open attachments unless you recognize the sender and know the content is safe.

From: Newton, Kevin M CIV USARMY CENAE (USA) To: Collins, Lily R. (DOT) Cc: Davis, Heidi (DEP); scennaj@lcwd.us; dwells@lecenvironmental.com; Larner, Erica N. (DOT) Subject: NAE-2020-02900, MassDOT / Lynnfield Rail Trail Date: Friday, May 30, 2025 7:45:32 AM

Good morning, We received your Self-Verification (SV) application for the General Permits for Massachusetts (GPs for MA) indicating that you plan to conduct work in our jurisdiction. We have logged this into our database and assigned it file number NAE-2020-02900. Please reference this number in any future correspondence with us.

This confirmation that we have received the SV notification form does not confirm that the work is authorized under the GPs for MA. By submitting the SV application, you are self-verifying that your project is authorized under and meets the terms and conditions of the applicable GPs with no review by the Corps of Engineers. Activities that do not qualify for SV require a PCN to the Corps.

Please let me know if you have any questions.

Thanks, Kevin Newton Biologist/Project Manager U.S. Army Corps of Engineers New England District, Regulatory Division 696 Virginia Road Concord, MA 01742

(978) 318-8044

Proposal No. 613163-135786

A00831 - 3 mailto:Kevin.M.Newton@usace.army.mil mailto:lily.r.collins@dot.state.ma.us mailto:heidi.davis@mass.gov mailto:scennaj@lcwd.us mailto:dwells@lecenvironmental.com mailto:erica.n.larner@dot.state.ma.us

CAUTION: This email originated from a sender outside of the Commonwealth of Massachusetts mail system. Do not click on links or open attachments unless you recognize the sender and know the content is safe.

From: Collins, Lily R. (DOT) To: Newton, Kevin M CIV USARMY CENAE (USA) Cc: Vasconcelos, Daniel B CIV USARMY CENAE (USA) Subject: RE: DoD ShareFile Link for Large Files, Lynnfield Rail Trail, Phase 1 Date: Wednesday, May 28, 2025 1:38:00 PM Attachments: 2025-05-27 - 613163 ACOE SVN Plans.pdf

Hi Kevin, As promised, here is a revised copy of the plans for Phase 1 of the Lynnfield Rail Trail. I believe all of your comments were addressed, but if anything was missed, please let me know.

Thank you!

Best, Lily Collins Wetlands and Water Resources Co-Op MassDOT – Highway Division 10 Park Plaza, Boston MA, 02116 857-275-7182 | lily.r.collins@dot.state.ma.us

From: Newton, Kevin M CIV USARMY CENAE (USA) <Kevin.M.Newton@usace.army.mil> Sent: Tuesday, May 13, 2025 9:06 AM To: Collins, Lily R. (DOT) <lily.r.collins@dot.state.ma.us> Cc: Vasconcelos, Daniel B CIV USARMY CENAE (USA) <Daniel.B.Vasconcelos@usace.army.mil> Subject: RE: DoD ShareFile Link for Large Files, Lynnfield Rail Trail, Phase 1

Hi Lily, Do you know if this is related to USACE file NAE-2020-02900, which previously had a pre-application meeting with discussions on a proposed rail trail on an existing abandoned rail bed through Reedy Meadow in Lynnfield? The notes I can see in the file mention discussions about a pile supported section of boardwalk, invasive species control efforts, and mitigation. Is this a phase connected to that project?

I briefly reviewed the plans, and it appears portions of impacts are not included on the plan sheets.

Sheet 11 and 13 of 37 depicts areas of “non-jurisdictional isolated vegetated wetland” but does not seem to include the impacts as discharges of fill in the impact tables on the sheets (although it seems to be accounted for on the SVN form). Without an approved jurisdictional determination, these wetlands are considered WOTUS and will need to be included in the total impact calculations.

All plans should be revised to represent Corps jurisdiction terminology (i.e ordinary high-water mark, Proposal No. 613163-135786

A00831 - 4 mailto:lily.r.collins@dot.state.ma.us mailto:Kevin.M.Newton@usace.army.mil mailto:Daniel.B.Vasconcelos@usace.army.mil mailto:lily.r.collins@dot.state.ma.us

INTERSTATE

INTERSTATE

PROJECT BEGIN

STA 133+57.92

N3019857.0969

E777133.1521

PROJECT END

STA 230+87.54

N3020591.2343

E786484.7034

MASSDOT

PROJECT

NO. 613163

MASSDOT

PROJECT

NO. 607329

LYNNFIELD

RAIL TRAIL

PHASE 1

LENGTH OF PROJECT = 9,718.21 FEET = 1.841 MILES

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

IN THE TOWN & CITY OF

HIGHWAY DIVISION

PLAN AND PROFILE OF

1,500

SCALE: 1" = 1,500'

0 3,000 4,500 6,000

N

ESSEX COUNTY

LYNNFIELD RAIL TRAIL

LYNNFIELD & PEABODY

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETS

RAIL TRAIL CONSTRUCTION

STATE

MA

PROJECT FILE NO.

613163

_H

D (T

IT

LE

SV

.D

W G

-M ay -2

:1

PM

Pl ot te d on

CONSTRUCTION - PHASE 1

INDEX

SHEET NO. DESCRIPTION

1 TITLE SHEET & INDEX

2 LEGEND & ABBREVIATIONS

3 GENERAL NOTES

4 - 5 KEY PLANS

6 - 7 TYPICAL SECTIONS

8 - 17 CONSTRUCTION PLANS

18 - 27 PROFILES

28 - 30 TRAIL AMENITY PLANS

31 - 32 TRAIL AMENITY DETAILS

33 WETLAND REPLICATION AREA

34 - 37 CONSTRUCTION DETAILS

DATE

APPROVED

CHIEF ENGINEER

DATE DESCRIPTION REV #

2025-02-28 0

45 BLUE SKY DRIVE | THIRD FLOOR |BURLINGTON, MA 01803

DRAFT ACOE SVN PLANS

ACOE SVN

TITLE SHEET & INDEX

NOT FOR CONSTRUCTION

MAY 27, 2025

SELF-VERIFICATION

NOTIFICATION PLANS

2025-03-11 0REVISED ACOE SVN PLANS

2025-04-21 0REVISED ACOE SVN PLANS

2025-05-27 1REVISED ACOE SVN PLANS

LEGEND & ABBREVIATIONS

GENERAL SYMBOLS

EXISTING PROPOSED DESCRIPTION

JERSEY BARRIER

CATCH BASIN

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

LIGHT POLE

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

UTILITY POLE WITH DOUBLE LIGHT

UTILITY POLE W / 1 LIGHT

UTILITY POLE

BUSH

TREE

STUMP

SWAMP / MARSH

WATER GATE

PARKING METER

OVERHEAD CABLE/WIRE

CURBING

CONTOURS (ON-THE-GROUND SURVEY DATA)

CONTOURS (PHOTOGRAMMETRIC DATA)

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)

BALANCED STONE WALL

GUARD RAIL - STEEL POSTS

GUARD RAIL - WOOD POSTS

GUARD RAIL - DOUBLE FACE - STEEL POSTS

GUARD RAIL - DOUBLE FACE - WOOD POSTS

CHAIN LINK OR METAL FENCE

WOOD FENCE

SEDIMENT CONTROL BARRIER

TREE LINE

SAWCUT LINE

TOP OR BOTTOM OF SLOPE

LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY

BANK OF RIVER OR STREAM

BORDER OF WETLAND

100 FT WETLAND BUFFER

200 FT RIVERFRONT BUFFER

STATE HIGHWAY LAYOUT

TOWN OR CITY LAYOUT

COUNTY LAYOUT

RAILROAD SIDELINE

TOWN OR CITY BOUNDARY LINE

PROPERTY LINE OR APPROXIMATE PROPERTY LINE

EASEMENT

TRAFFIC SYMBOLS

CONTROLLER PHASE ACTUATED

TRAFFIC SIGNAL HEAD (SIZE AS NOTED)

WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)

VIDEO DETECTION CAMERA

MICROWAVE DETECTOR

PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE

EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT

VEHICULAR SIGNAL HEAD

VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED

FLASHING BEACON

PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)

RAILROAD SIGNAL

SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)

MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)

HIGH MAST POLE OR TOWER

SIGN AND POST

SIGN AND POST (2 POSTS)

MAST ARM WITH LUMINAIRE

OPTICAL PRE-EMPTION DETECTOR

CONTROL CABINET, GROUND MOUNTED

CONTROL CABINET, POLE MOUNTED

FLASHING BEACON CONTROL AND METER PEDESTAL

LOAD CENTER ASSEMBLY

PULL BOX 12"x12" (OR AS NOTED)

ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)

TRAFFIC SIGNAL CONDUIT

PAVEMENT MARKINGS SYMBOLS

PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

STOP LINE

CROSSWALK

SOLID WHITE LINE

SOLID YELLOW LINE

BROKEN WHITE LINE

BROKEN YELLOW LINE

DOTTED WHITE LINE

DOTTED YELLOW LINE

DOTTED WHITE LINE EXTENSION

DOTTED YELLOW LINE EXTENSION

DOUBLE WHITE LINE

DOUBLE YELLOW LINE

ABBREVIATIONS

GENERAL

AADT ANNUAL AVERAGE DAILY TRAFFIC

ABAN ABANDON

ADJ ADJUST

APPROX. APPROXIMATE

A.C. ASPHALT CONCRETE

ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE

BIT. BITUMINOUS

BC BOTTOM OF CURB

BD. BOUND

BL BASELINE

BLDG BUILDING

BM BENCHMARK

BO BY OTHERS

BOS BOTTOM OF SLOPE

BR. BRIDGE

CB CATCH BASIN

CBCI CATCH BASIN WITH CURB INLET

CC CEMENT CONCRETE

CCM CEMENT CONCRETE MASONRY

CEM CEMENT

CI CURB INLET

CIP CAST IRON PIPE

CLF CHAIN LINK FENCE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CSP CORRUGATED STEEL PIPE

CO. COUNTY

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CR GR CROWN GRADE

DHV DESIGN HOURLY VOLUME

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW STEADY DON'T WALK - PORTLAND ORANGE

DWY DRIVEWAY

ELEV (or EL.) ELEVATION

EMB EMBANKMENT

EOP EDGE OF PAVEMENT

EXIST (or EX) EXISTING

EXC EXCAVATION

F&C FRAME AND COVER

F&G FRAME AND GRATE

FDN. FOUNDATION

FLDSTN FIELDSTONE

GAR GARAGE

GD GROUND

GG GAS GATE

GI GUTTER INLET

GIP GALVANIZED IRON PIPE

GRAN GRANITE

GRAV GRAVEL

GRD GUARD

HDW HEADWALL

HMA HOT MIX ASPHALT

HOR HORIZONTAL

HYD HYDRANT

INV INVERT

JCT JUNCTION

L LENGTH OF CURVE

LB LEACH BASIN

LP LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAILBOX

MH MANHOLE

MHB MASSACHUSETTS HIGHWAY BOUND

MIN MINIMUM

NIC NOT IN CONTRACT

NO. NUMBER

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

P.G.L. PROFILE GRADE LINE

PI POINT OF INTERSECTION

POC POINT ON CURVE

POT POINT ON TANGENT

PRC POINT OF REVERSE CURVATURE

PROJ PROJECT

PROP PROPOSED

PSB PLANTABLE SOIL BORROW

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

PVMT PAVEMENT

PWW PAVED WATER WAY

ABBREVIATIONS (cont.)

GENERAL

R RADIUS OF CURVATURE

R&D REMOVE AND DISPOSE

RCP REINFORCED CONCRETE PIPE

RD ROAD

RDWY ROADWAY

REM REMOVE

RET RETAIN

RET WALL RETAINING WALL

ROW RIGHT OF WAY

RR RAILROAD

R&R REMOVE AND RESET

R&S REMOVE AND STACK

RT RIGHT

SB STONE BOUND

SHLD SHOULDER

SMH SEWER MANHOLE

ST STREET

STA STATION

SSD STOPPING SIGHT DISTANCE

SHLO STATE HIGHWAY LAYOUT LINE

SW SIDEWALK

T TANGENT DISTANCE OF CURVE/TRUCK %

TAN TANGENT

TEMP TEMPORARY

TC TOP OF CURB

TOS TOP OF SLOPE

TYP TYPICAL

UP UTILITY POLE

VAR VARIES

VERT VERTICAL

VC VERTICAL CURVE

WCR WHEEL CHAIR RAMP

WG WATER GATE

WIP WROUGHT IRON PIPE

WM WATER METER/WATER MAIN

X-SECT CROSS SECTION

TRAFFIC SIGNAL ABBREVIATIONS

CAB CABINET

CCVE CLOSED CIRCUIT VIDEO EQUIPMENT

DW STEADY UPRAISED HAND

FDW FLASHING UPRAISED HAND

FR FLASHING CIRCULAR RED

FRL FLASHING RED LEFT ARROW

FRR FLASHING RED RIGHT ARROW

FY FLASHING CIRCULAR YELLOW

FYL FLASHING YELLOW LEFT ARROW

FYR FLASHING YELLOW RIGHT ARROW

G STEADY CIRCULAR GREEN

GL STEADY GREEN LEFT ARROW

GR STEADY GREEN RIGHT ARROW

GSL STEADY GREEN SLASH LEFT ARROW

GSR STEADY GREEN SLASH RIGHT ARROW

GV STEADY GREEN VERTICAL ARROW

OL OVERLAP

PED PEDESTRIAN

PTZ PAN, TILT, ZOOM

R STEADY CIRCULAR RED

RL STEADY RED LEFT ARROW

RR STEADY RED RIGHT ARROW

TR SIG TRAFFIC SIGNAL

TSC TRAFFIC SIGNAL CONDUIT

W STEADY WALKING PERSON

Y STEADY CIRCULAR YELLOW

YL STEADY YELLOW LEFT ARROW

20'

20'

M

RRSG

DBYL

DBWL

BWL

SWL

CW

ONLY

SL

DYLEx

DWLEx

DYL

BYL

DWL

SYL

JB

CB

FP

GP

MB

WELL

EHH

GG

BHL #

MW #

TP #

MHB

TPL or GUY

UFB

UPDL

ULT

UPL

WG

GENERAL NOTES

SURVEY NOTES

1. COORDINATES, IN U.S. SURVEY FEET, ARE IN THE

MASSACHUSETTS STATE PLANE COORDINATE SYSTEM (MCS),

MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM

OF 1983, (NAD 83/2011, EPOCH 2010.00), BASED ON THE KeyNetGPS

VIRTUAL REFERENCE SYSTEM (VRS).

2. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO THE

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED ON

THE KeyNetGPS VIRTUAL REFERENCE SYSTEM (VRS)

3. SUBSURFACE UTILITY LINES AND FEATURES, AS SHOWN HEREIN,

WERE COMPILED FROM FIELD EVIDENCE AND/OR AVAILABLE

RECORD INFORMATION (SEE REFERENCES), AND THEIR

LOCATIONS ARE ONLY APPROXIMATE. ACTUAL LOCATIONS MUST

BE DETERMINED IN THE FIELD.

DAWOOD ASSUMES NO RESPONSIBILITY FOR DAMAGES

INCURRED AS A RESULT OF UTILITIES OMITTED OR

INACCURATELY SHOWN.

BEFORE DESIGNING FUTURE CONNECTIONS, THE APPROPRIATE

UTILITIES MUST BE CONSULTED.

BEFORE CONSTRUCTION, ALL UTILITIES, PUBLIC AND PRIVATE,

MUST BE NOTIFIED (SEE MASSACHUSETTS GENERAL LAWS,

CHAPTER 82 SECTION 40).

CALL "DIG SAFE" 1-888-DIG-SAFE. (888-344-7233).

GENERAL NOTES

1. EXISTING GROUND SURFACES SHOWN ON PLANS, PROFILES AND

CROSS SECTIONS ARE BASED UPON DATA OBTAINED BY FIELD

SURVEYS.

2. THE LOCATIONS OF EXISTING SUBSURFACE STRUCTURES, SUCH

AS SEWERS, WATER MAINS, DRAINS AND OTHER UTILITIES ARE

APPROXIMATE ONLY AND THE ENGINEER DOES NOT GUARANTEE

THEIR NUMBER OR LOCATIONS. THE CONTRACTOR SHALL VERIFY

THE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE

EXCAVATING.

3. ALL GAS GATES, ELECTRIC MANHOLES, AND TELEPHONE

MANHOLES WITHIN THE LIMITS OF WORK SHALL BE ADJUSTED BY

THE OWNING AGENCY. ALL GAS, ELECTRIC, TELEPHONE AND CATV

WORK SHALL BE DONE BY THE OWNING AGENCY. THE

CONTRACTOR SHALL NOTIFY THE OWNING AGENCIES TO ADJUST

AND/OR RELOCATE THESE STRUCTURES TO AVOID IMPACTING THE

CONTRACTOR'S SCHEDULE OF OPERATIONS.

4. ANY CLEANING OF CATCH BASINS OR DRAIN PIPES NECESSARY

FOR THE PROPOSED WORK SHALL BE COMPLETED BY THE

RESPECTIVE MUNICIPALITY INVOLVED.

5. ANY DRAINAGE / SEWER / WATER CASTINGS BROKEN THROUGH NO

FAULT OF THE CONTRACTOR SHALL BE SUPPLIED BY THE

RESPECTIVE MUNICIPALITY FOR ADJUSTMENT UNDER THE

CONTRACT ITEMS.

6. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE

UTILITY COMPANIES DOING WORK IN THE SAME AREA. THE

CONTRACTOR SHALL ALLOW THE UTILITY COMPANIES AND THEIR

REPRESENTATIVES TO ADJUST AND/OR INSTALL THEIR SYSTEMS

WITHIN CITY/ STATE OWNED STREETS AND EASEMENTS.

7. CURB SHALL BE FURNISHED AND SET AT LOCATIONS SHOWN ON

THE PLANS AND/OR AS REQUIRED BY THE ENGINEER.

8. CONSTRUCT DRIVEWAYS AND WALKS AS SHOWN ON THE PLANS

AND/OR AS REQUIRED BY THE ENGINEER.

9. EXISTING GRANITE CURB AND EDGING SUITABLE FOR REUSE

WITHIN THE PROJECT SITE SHALL BE REMOVED AND RESET IN

ACCORDANCE WITH THE PLANS AND/OR AS REQUIRED BY THE

ENGINEER.

10. SAWCUT EXISTING ASPHALT ROADWAYS, CEMENT CONCRETE

SIDEWALKS, AND ASPHALT DRIVEWAYS AS SHOWN ON THE PLANS

AND AT THE PROPOSED MATCH LINE.

11. WHERE AN EXISTING 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.

12. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY

THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE

CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL

COST TO THE OWNER.

13. ALL ACCESSIBLE ROUTES, WALKWAYS, CURB CUTS, RAMPS,

SIDEWALKS, DRIVEWAY OPENINGS, CLEARANCES AND SLOPE

TOLERANCES SHALL CONFORM WITH THE ARCHITECTURAL

ACCESS BOARD (AAB), 521 CMR AND MASSDOT CONSTRUCTION

AND TRAFFIC STANDARD DRAWINGS.

14. ITEMS LABELED "REM" SHALL BE REMOVED AND DISCARDED BY

CONTRACTOR.

15. THE CONTRACTOR SHALL PROTECT EXISTING SURVEY

MONUMENTS AND SHALL RESET ANY MONUMENTATION DISTURBED

BY THEIR OPERATIONS.

16. THE CONTRACTOR SHALL INSTALL OTHER NECESSARY

TEMPORARY REGULATORY AND WARNING SIGNS DURING

CONSTRUCTION AS REQUIRED BY THE ENGINEER FOR OTHER

INCIDENTAL CONSTRUCTION ACTIVITIES. ALL SIGNAGE AND

TRAFFIC CONTROL DEVICES USED MUST CONFORM TO THE LATEST

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD)

17. THE CONTRACTOR SHALL PERFORM HIS WORK IN A MANNER

ACCEPTABLE TO THE ENGINEER SO THAT INTERFERENCE WITH

AND INCONVENIENCE TO BUSINESS CONCERNS AND ABUTTERS, ON

ACCOUNT OF THE CONSTRUCTION WORK, IS KEPT TO A MINIMUM.

18. THE CONTRACTOR SHALL NOT BE ALLOWED TO PARK EQUIPMENT

OR STOCKPILE EQUIPMENT OR MATERIAL ON THE TRAVELED WAYS

OVERNIGHT OR WHEN NOT IN USE.

19. THE CONTRACTOR SHALL MAINTAIN SAFE AND REASONABLE

ACCESS TO AND FROM ABUTTING PROPERTY, PRIVATE WAYS,

DRIVEWAYS AND ALL ALLEYS DURING THE CONSTRUCTION PERIOD.

20. ALL DETECTABLE WARNING PANELS SHALL BE MOUNTED IN

CEMENT CONCRETE AND INSTALLED IN ACCORDANCE WITH

MASSDOT CONSTRUCTION STANDARD DETAIL E107.6.5.

MIL

E 1.3

E 1.4

MILE1.5

MILE

1.6

1.7

SU

ER

STR

EET

FORD AVENUE

PE

R

Y

A

VE

U

E

PARSONS AVENUE

WESTOVER DRIVE

10+00

11+58.57

20+00

22+25

154+08.32 LYNNFIELD RAIL TRAIL - PHASE 1=

20+76.52 SUMMER STREET

136+92.84 LYNNFIELD RAIL TRAIL - PHASE 1=

11+58.57 MIDDLE SCHOOL CONNECTION

0.9

1.1

1.2

1.3

1.4

7 8 9 10

165 170 175 180

SUMMER STREET

WESTOVER DRIVE21

20+00

22+25

154+08.32 LYNNFIELD RAIL TRAIL - PHASE 1=

20+76.52 SUMMER STREET

(K

EY

P

LA

:3

SHEET REFERENCE:

Drawing Title:

Construction Plans

1 2 3 4 5 6 7

Sheet Number:

8 9 10

8 9 10 11

C O

TI

ED

B

EL

SH

EE

T

. 5

SCALE: 1" = 100'

0 200 300 400

KEY PLANS

PART 1 OF 2

9 10 11 12 12 13

Trail Amenity Plan

Wetland Replication Area

28 - - - 29 - - - 30 -

- - - - 33 - - - - -

PROP K-SERIES

WETLAND (ISOLATED)

REPLICATION AREA

PERMANENT K-SERIES

WETLAND (ISOLATED) IMPACT

PERMANENT K-SERIES WETLAND (ISOLATED) IMPACT

PERMANENT T-SERIES WETLAND (ISOLATED) IMPACT

PERMANENT U-SERIES WETLAND (ISOLATED) IMPACT

PROP V-SERIES IVW IMPACT

RESOURCE AREA IMPACTS

RESOURCE AREA SHEET

NO. TYPE LEGEND LOCATION IMPACT

AREA (SF)

REPLICA-

TION

K-SERIES WETLAND

(ISOLATED) 10 - 11 PERMANENT STA 155+64, RT TO

STA 160+60, RT 3,079 SF -

(ISOLATED) REPLICATION 10 REPLICATION STA 154+77, RT TO

STA 155+77, RT - 3,092 SF

T-SERIES WETLAND

(ISOLATED) 11 PERMANENT STA 158+54, LT TO

STA 158+95, LT 137 SF -

U-SERIES WETLAND

(ISOLATED) 11 PERMANENT STA 159+30, LT TO

STA 161+12, LT 715 SF -

V-SERIES WETLAND

(ISOLATED) 13 PERMANENT STA 184+15, LT TO

STA 184+25, LT 155 SF -

TOTAL: 4,086 SF 3,092 SF

PERMANENT T-SERIES

PERMANENT U-SERIES

0.5

0.4

0.6

0.7

0.8

10 11 12 13 14 15

180 185 190 195 200 205 210

PILLIN

S PO

WILDEWOOD DRIVE

0.1

0.2

0.3

NIC

HOLS

LN

(K

EY

. 3

SCALE: 1" = 100'

0 200 300 400

KEY PLANS

PART 2 OF 2

SHEET REFERENCE:

Drawing Title:

Construction Plans

9 10 11 12 13 14 15

Sheet Number:

16 17 18

12 13 14 1513 14 15 16 16 17

PERMANENT V-SERIES

NO. TYPE LEGEND LOCATION IMPACT

PAVEMENT NOTES

PROPOSED FULL DEPTH TRAIL PAVEMENT SECTIONS

SURFACE: 1-1/2" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5)

INTERMEDIATE: 2-1/2" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)

BASE: 8" GRAVEL BORROW, TYPE b

PROPOSED FULL DEPTH ROADWAY PAVEMENT SECTIONS

(SUMMER STREET PARKING AREA)

SURFACE: 2" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5)

INTERMEDIATE: 2-1/2" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)

BASE: 4" SUPERPAVE BASE COURSE 37.5 (SBC-37.5)

4" DENSE GRADED CRUSHED STONE FOR SUBBASE

8" GRAVEL BORROW, TYPE b

PROPOSED FULL DEPTH STABILIZED STONEDUST SECTIONS

SURFACE: 4" STABILIZED STONEDUST

PROPOSED FULL DEPTH CEMENT CONCRETE SIDEWALK SECTIONS

SURFACE: 4" CEMENT CONCRETE

(4,000 PSI, 3/4", 610 LBS. AIR ENTRAINED)

PROPOSED FULL DEPTH CEMENT CONCRETE PEDESTRIAN CURB RAMP SECTIONS

PROPOSED FULL DEPTH CEMENT CONCRETE DRIVEWAY SECTIONS

SURFACE: 6" CEMENT CONCRETE

(4,000 PSI, 3/4", 610 LBS. AIR ENTRAINED)

PROPOSED FULL DEPTH CURB SETTING PAVEMENT SECTIONS

SEE METHOD OF SETTING GRANITE CURB

(AGAINST EXISTING PAVEMENT)

SURFACE: 1-1/2" HOT MIX ASPHALT FOR PATCHING

INTERMEDIATE: 3" HOT MIX ASPHALT FOR PATCHING

BASE: 7.5"± CEMENT CONCRETE

6" (MIN) GRAVEL BORROW, TYPE b

TACK COAT SHALL BE APPLIED BETWEEN ALL PAVEMENT COURSES IN ACCORDANCE WITH SUBSECTION

450.43G2 AND NOTES BELOW.

TACK COAT NOTE:

ASPHALT EMULSION FOR TACK COAT SHALL BE GRADE RS-1H, PER THE SPECIFICATIONS. TACK COAT

SHALL BE SPRAY APPLIED AT THE RATE OF:

· 0.06 TO 0.08 GAL/SY OVER NEW HMA SURFACES, NOT OPENED TO TRAFFIC

· 0.06 TO 0.08 GAL/SY OVER EXISTING TIGHT SMOOTH PAVEMENT

· 0.07 TO 0.09 GAL/SY OVER MILLED SURFACES

· 0.06 TO 0.09 GAL/SY OVER NEW HMA PATCHES

ANCILLARY WORK NOTE:

PREPARATION OF UNDERLYING SURFACE, ASPHALT EMULSION FOR TACK COAT, HMA FOR PATCHING, AND HMA JOINT SEALANT SHALL BE IN ACCORDANCE WITH SECTION 450.

THE EMBANKMENT SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR HIGHWAYS AND

BRIDGES SECTION 100 EARTHWORK.

WOOD RAIL FENCE NOTE:

REFERENCE CONSTRUCTION PLANS (SHEETS 8 - 17) FOR LOCATIONS OF WOOD RAIL FENCE.

12:112:1

2'-0"

SHLD

12'-0"

SHARED-USE PATH

4" LOAM BORROW &

SEED (M6.03.0-2) (TYP)

VARIES (6:1 MIN, 2:1 MAX)

EXISTING GROUND

MEET EXISTING (TYP)

TYPICAL FULL DEPTH TRAIL SECTION

NOT TO SCALE

STA 137+25± (RR CORRIDOR) TO STA 153+85± (SUMMER ST)

STA 154+24± (SUMMER ST) TO STA 157+38±

STA 161+20± TO STA 182+50±

SHOWN IN

TYPICAL FILL

PROP WOOD RAIL

FENCE (SEE

CONSTRUCTION

PLANS, SHEETS 8 -

17, FOR LOCATION)

ORDINARY BORROW (M1.01.0)

1.5%*

PROP FULL DEPTH

TRAIL PAVEMENT

TYPICAL CUT

VARIES

(6:1 MIN, 2:1 MAX)

* - TOLERANCE FOR CONSTRUCTION ±0.5% (TYP)

AI

LR

AD

SI

IN

TOWN OF LYNNFIELD INTENDS TO SECURE A

LEASE AGREEMENT WITH THE MBTA

VARIES (60' TO 124')

BL CONSTRUCTION

(6:1 MIN,

2:1 MAX)

STA 133+87± (FORD AVE) TO STA 137+25± (RR CORRIDOR)

PR

AN

EN

EA

SE

16'-0"

TE

PO

AR

TE

IV

10'-0"

VARIES (66' TO 85.5')

K-SERIES

IVW

IMPACT

STA 157+38± TO STA 161+20±

CL FORD AVENUE

YP

IC

AL

S

EC

S) _S

VN

TYPICAL SECTIONS

12:1 12:1

STA 182+50± TO STA 199+57± (PILLINGS POND RD)

STA 199+96± (PILLINGS POND RD) TO STA 230+30± (NICHOLS LN)

PROP WOOD RAIL

FENCE (SEE

CONSTRUCTION

PLANS, SHEETS 8 -

17, FOR LOCATION)

ORDINARY BORROW

(M1.01.0)

12:1

BL MIDDLE SCHOOL CONNECTION

10'-0"

CONNECTING PATH

ORDINARY BORROW

(M1.01.0)

12:1

(6:1 MIN,

2:1 MAX)

RUNNING

TRACK

TYPICAL FULL CONNECTING PATH SECTION

STA 10+25± TO STA 12+04±

2'-0" 2'-0"

CONST BL

L

IM

IM

(MAX)

(MAX)

VARIESVARIES

CLEARING & GRUBBING LIMIT

EO

EO

SELECTIVE CLEARING & THINNING

LIMIT (5' MAX BEYOND CLEARING

AND GRUBBING LIMIT) WHERE

SHOWN ON THE PLANS OR AS

REQUIRED BY THE ENGINEER

EXISTING TREE TO REMAIN

ALL BRUSH, WEEDS, GRASS, ETC. SHALL

BE TRIMMED OR MOWED TO A MAXIMUM

OF 2'-0" BEYOND THE LIMIT OF SLOPE

WORK ON BOTH SIDES, UNLESS ADJACENT

TO ENVIRONMENTAL RESOURCE AREAS

TRIM BRANCHES WITHIN THE LIMITS SHOWN

AS NEEDED FOR EQUIPMENT ACCESS. THE

CONTRACTOR IS NOT REQUIRED TO CUT

ALL BRANCHES WITHIN THE LIMITS OF

CONTRACT WORK CAN BE DONE WITHOUT

DAMAGING REMAINING TREES AND

BRANCHES.

LEANING TREES AND MAJOR BRANCHES

OVER 6-INCHES IN DIAMETER SHALL NOT

BE TRIMMED. THE CONTRACTOR WILL

BE REQUIRED TO WORK AROUND THESE

WITHOUT CAUSING DAMAGE.

TREE TRIMMING LIMIT - MAX 18'-0"

ABOVE PAVEMENT SURFACE AND

2'-0" BEYOND PROP EDGE OF

PAVEMENT, BOTH SIDES

SELECTIVE CLEARING & THINNING

LIMIT (5' MAX BEYOND CLEARING

AND GRUBBING LIMIT) WHERE

SHOWN ON THE PLANS OR AS

REQUIRED BY THE ENGINEER

VEGETATION MANAGEMENT FOR

CONSTRUCTION ACCESS

NOTES:

1. ALL TREES REQUIRING REMOVAL

SHALL BE MARKED AND APPROVED BY

THE ENGINEER PRIOR TO REMOVAL.

2. EXISTING PAVED AREAS WILL BE

EXCLUDED FROM PAYMENT UNDER

ITEM 101. - CLEARING AND GRUBBING.

3. CLEARING AND GRUBBING AND

SELECTIVE CLEARING AND THINNING

SHALL NOT OCCUR WITHIN WETLAND

RESOURCE AREAS.

* - TOLERANCE FOR CONSTRUCTION ±0.5% (TYP)

BL LYNNFIELD RAIL TRAIL

PROP WOOD RAIL FENCE

(SEE CONSTRUCTION

PLANS, SHEETS 8 - 17,

FOR LOCATION)

TY

LI

72'-0"VARIES

VARIES (60' TO 66')

YP

IC

AL

EC

TYPICAL SECTIONS

FORD AVENUE(PUBLIC - 40' WIDE)

PERRY AVENUE

(PUBLIC - 40' W

IDE)

PROP CONST BL

PROP 12' HMA TRAIL

APPROX SLOPE LIMITS

PROP LOAM AND SEED (TYP)

R&S EXIST RR TRACKS

PROP SEDIMENT

CONTROL BARRIER

(RET)

R&S EXIST

FENCE

R&D EXIST UP

(WORK BO)

RET EXIST

PROP CEM CONC PCR

PROP 2' WIDE IMPRINT

SYSTEM MEDIAN

PROP 10' HMA TRAIL

PROP MIDDLE SCHOOL CONNECTION BL

PROP 12' STONEDUST PATH

PROP TRAFFIC

SIGN (TYP)

PROP PERMANENT EASEMENT

(STA 10+30± TO 11+54±)

PROP CLF END POST

PROP CLF END POST

(REM)

RET EXIST CLF

RET EXIST HMA PATH

PROP GRAN CURB (TYPE VB)

PROP SAWCUT LINE

PROP CLF

END POST

RET EXIST GUY WIRE

PROP INDIVIDUAL TREE

PROTECTION (TYP)

ROADWAY

CONSTRUCTION

R&D 100' EXIST STONE WALL

R&D 117' EXIST FENCE

R&D EXIST WELL,

SHED & UP

R&D EXIST

CURB

R&D EXIST CURB

PROP TEMPORARY TREE

PROTECTION FENCE

(R&D)

PROP TEMPORARY

TREE PROTECTION

PROP INDIVIDUAL TREE

PROTECTION

NOTE:

1. THE CONTRACTOR SHALL STAKE THE ALIGNMENT

AND LIMITS OF WORK OF THE PROJECT BETWEEN

FORD AVENUE AND THE RAILROAD CORRIDOR IN

ORDER TO DETERMINE IMPACTS TO EXISTING

TREES. THE DESIGN INTENT IS TO HAVE THE TRAIL

ALGINEMNT MEANDER BETWEEN THE TREES, WHILE

MAINTAINING A 2-FT MINIMUM OFFSET BETWEEN

THE EDGE OF PAVEMENT AND THE EDGE OF TREES.

P-1

FE-1 FE-2

+5

8.5

AT

H

ST

7+

BORDERING LAND SUBJECT

TO FLOODING (EL 75.1) (TYP)

BORDERING LAND SUBJECT TO

FLOODING (EL 75.1) (TYP)

0'

BU

FF

NE

SCALE: 1" = 20'

0 50 100

CONSTRUCTION PLANS

PART 1 OF 10

. 9

WETLAND LINE

100-YEAR FLOODPLAIN

RESOURCE AREA LEGEND:

ORDINARY HIGH WATER

(OHW) LINE

(ISOLATED) IMPACT

OTHER WETLAND

100-FT WETLAND BUFFER

BORDERING LAND SUBJECT TO FLOODING (BLSF)

ELEVATIONS ARE AS DEPICTED ON FEMA's

REVISED PRELIMINARY MAPS, DATED 2/20/2023.

WHILE THESE MAPS HAVE NOT BEEN ISSUED THE

FLOODPLAIN ELEVATIONS DEPICTED ON THEM

ARE HIGHER, AND THUS MORE CONSERVATIVE

FOR PURPOSES OF OUR DESIGN.

(C

PROP 12' HMA TRAIL

(STA 138+40± TO 139+50±) PROP GRAN TENTH MILE

MARKER (MILE 1.7)

PARSONS AVENUE

EXTENSION

(PUBLIC)

FE-2

140 141

3+

FLOODING (EL 75.1) (TYP)

BUFF

ER LI

PROP 12' HMA TRAIL

R&R EXIST

STONE BOUND

PROP COMPOST AND SEED

OVER MODIFIED ROCKFILL

SLOPE (STA 148+70± TO 148+97±)

RET EXIST CULVERT,

REM DRAIN PIPE SEDIMENT

(STA 146+80± TO 147+30±)

(STA 148+20± TO 149+10±)

(STA 148+70± TO 150+40±)

PROP COMPOST AND

SEED OVER MODIFIED

ROCKFILL SLOPE

(STA 148+70± TO

148+97±)

PROP GRAN TENTH MILE MARKER (MILE 1.6)

RET EXIST STONE

HEADWALL, R&D EXIST

TEMPORARY TIMBER

RETAINING WALL

145 146 147

9+

100' BUFFER LINE

PART 2 OF 10

. 1

. 8

REVISED PRELIMINARY MAPS, DATED 2/20/2023.

WHILE THESE MAPS HAVE NOT BEEN ISSUED THE

FLOODPLAIN ELEVATIONS DEPICTED ON THEM

N PROP CONST BL

PROP SEDIMENT CONTROL BARRIER

WITH GUARDRAIL

(STA 150+90± TO 153+51±)

(R

ET)

(STA 148+70± TO 150+40±)

PROP GRAN TENTH MILE

MARKER (MILE 1.5)

1.5149 150 151 152

2+

SUM

STREET

(PUBLIC - W

IDTH VARIES)

WITH GUARDRAIL

(STA 150+90± TO 153+51±)

SEE "SUMMER STREET

INSET" THIS SHEET

.0

0'12

PROP 6' CEM CONC SDWK

PROP FDC HMA PARKING

RET EXIST UP

PROP TRAILHEAD AREA

(SEE SHEET NO. 49)

PROP TEMPORARY EASEMENT

(STA 152+50± TO 153+75±)

ADJ EXIST CB

PROP TRAFFIC SIGN (TYP)

SEEDING, AS REQUIRED

RET EXIST OHW

RET EXIST DMH

PROP TRAILHEAD AREA

(SEE SHEET NO. 49)

MARKER (MILE 1.4)

ABANDONED PIPE

15821

+0

8+

BUFF

ER LI

PROP

SEDIMENT

CONTROL

BARRIER

PROP K-SERIES WETLAND (ISOLATED)

REPLICATION AREA 3,092 SF (SEE SHEET NO. 33)

IMPACT (3,079 SF)

NON-JURISDICTIONAL DRAINAGE DITCH

SUMMER

(PUBLIC -

WIDTH VARIES)

PROP CEM

CONC SDWK

PROP LOAM

& SEED

CONC DWY

PROP

TEMPORARY

EASEMENT

PROP GRAN CURB

CORNER (TYPE A)

REM EXIST CBCI

APPROX

SLOPE

LIMITS

CONC PCR

PROP GRAN

CURB (TYPE VB)

PROP SAWCUT

LINE (TYP)

CONC PCRPROP CEM

CONC DWY

APPROX

SLOPE LIMITS

CONC SDWK

MEET

EXIST

MEET

EXIST

PROP 2' WIDE IMPRINT SYSTEM MEDIAN

100' BUFFER

LINE

RET EXIST GAS LINE(S)

PROP

RECTANGULAR

RAPID FLASHING

BEACON

PROP RECTANGULAR

RAPID FLASHING BEACON

PROP CB (P-CB-1)

CTE

PROP SAWCUT

LINE (TYP)

PART 3 OF 10

. 9

SUMMER STREET INSET

SCALE: 1" = 10'

0 20 30 40

NO. TYPE LEGEND LOCATION

PROP GRAN TENTH MILE MARKER (MILE 1.3)

1.3

161 162 163

50PERMANENT

(137 SF)

PERMANENT U-SERIES

IMPACT (715 SF)

IMPACT (3,079 SF)

R&D EXIST BUSHES

R&D EXIST TREE PROP GRAN TENTH MILE

MARKER (MILE 1.2)

DEBRIS PILE

1.2

166 167 168 169

100' B

UFFER LINE 100' BUFFER LINE

PART 4 OF 10

APPROX SLOPE LIMITS

PROP GRAN TENTH

MILE MARKER (MILE 1.1)

1.1

170 171 172 173 174 175

5+

APPROX SLOPE LIMITS

RET EXIST 24" RCP

(STA 180+80± TO 181+70±)

ET

PROP CEM CONC BENCH

PAD (SEE SHEET NO. 50)

PROP GRANITE MILE

MARKER POST (1 MI)

175 176 177 178 179 180 181

1+

00PROP CEM CONC BENCH

PAD (SEE SHEET NO. 31)

PART 5 OF 10

(RET)(RET)

R&S EXIST RR TRA

REM AND DISCARD

EXISTING BRIDGE

STRUCTURE

TO FLOODING (EL 101.9) (TYP)

(STA 180+80± TO 181+70±)

(STA 183+70± TO 184+60±)

(STA 186+20± TO 194+70±)

(STA 185+90± TO 193+80±)

SLOPE (STA 186+55± TO 186+75±)

PROP 6' WIDE HMA PATH STUB

TO STABILIZE EXISTING PATH

CONNECTION

PROP 6' WIDE HMA

PATH STUB TO

STABILIZE EXISTING

PATH CONNECTION

MARKER (MILE 0.9)

181 182 183 184 185 186 187

6+

PERMANENT V-SERIES

IMPACT(155 SF)

TO FLOODING (EL 104.3) (TYP)

BU

FF

REM DRAIN PIPE

SLOPE (STA 188+09± TO 188+79±)

MARKER (MILE 0.8)

SLOPE (STA 187+29± TO 187+82±)

0.8

187 188 189 190 191 192

FLOODING (EL 101.9) (TYP)

RET EXIST CULVERT, STREAM

BANK, AND STREAM BED,

REM DRAIN PIPE SEDIMENT

PART 6 OF 10

REVISED PRELIMINARY MAPS, DATED 2/20/2023.

WHILE THESE MAPS HAVE NOT BEEN ISSUED THE

FLOODPLAIN ELEVATIONS DEPICTED ON THEM

MARKER (MILE 0.7)

MARKER (MILE 0.6)

193 194 195 196 197 198

FLOODING (EL 101.9) (TYP)

FLOODING (EL 104.3) (TYP)

100' BUFFERLINE

PI

LL

PI

LL

(P

Y)

PROP GRAN CURB

(TYPE VB) (TYP)

PROP CEM CONC SDWK

MEET EXIST

PROP CEM CONC SDWK

MEET EXIST

RET EXIST WATER LINE

PROP SAWCUT LINE

MARKER (MILE 0.5)

R&D EXIST GUY POLE

(PREVIOUSLY ABANDONED)

(PAID UNDER ITEM 120.1)

198 199 200 201 202 203 204

PART 7 OF 10

REVISED PRELIMINARY MAPS, DATED 2/20/2023.

WHILE THESE MAPS HAVE NOT BEEN ISSUED THE

FLOODPLAIN ELEVATIONS DEPICTED ON THEM

N PROP CONST BL

APPROX SLOPE LIMITS

SLOPE (STA 209+00± TO 209+30±)

(STA 207+50± TO 211+50±)

(STA 207+50± TO 211+30±)

MARKER (MILE 0.4)

204 205 206 207 208 209

BORDERING LAND

SUBJECT TO FLOODING

(EL 104.3) (TYP)

(STA 207+50± TO 211+50±)

(STA 207+50± TO 211+30±)

(STA 213+90± TO 214+50±)

ESSEX STREET

CONSERVATION AREA

SPACE FENCE POSTS

TO AVOID CULVERT

MARKER (MILE 0.3)

210 211 212 213 214 215

100' BUFFERLINE

PART 8 OF 10

REVISED PRELIMINARY MAPS, DATED 2/20/2023.

WHILE THESE MAPS HAVE NOT BEEN ISSUED THE

FLOODPLAIN ELEVATIONS DEPICTED ON THEM

SLOPE (STA 217+60± TO 218+10±)

GAS PIPELINE

(SEE NOTE 1)

REM EXIST

GAS MARKER

(STA 216+90± TO 218+50±)

(STA 219+90± TO 221+50±)

(STA 220+20± TO 221+00±)

TENTH MILE

MARKER

(MILE 0.2)

216 217 218 219 220 221

(STA 219+90± TO 221+50±)

MARKER (MILE 0.1)

224 225

PART 9 OF 10

100-FT WETLAND BUFFER NOTE:

REVISED PRELIMINARY MAPS, DATED 2/20/2023.

WHILE THESE MAPS HAVE NOT BEEN ISSUED THE

FLOODPLAIN ELEVATIONS DEPICTED ON THEM

NICHOLS LANE EXTENSION

(PRIVATE)

NI

CH

OLS

UB

C)

CITY O

F PEABO

DY

TO

N O

F LYNNFIELD

NI

CH

OLS

RA

AY

F

RO

M E

DG

OF

PA

MEN

DG

OF

PA

MEN

T)

APPROX SLOPE LIMITS

PROP LOAM AND SEED

PROP TREATMENT AT EXISTING

RAILROAD MILE MARKER

(SEE DETAIL, SHEET 51)

WINONA

POND

PROP GRANITE MILE MARKER

POST (0 MI)

229 230

232+50

31)

APPROXIMATE 100-FT BUFFER ZONE

PART 10 OF 10

REVISED PRELIMINARY MAPS, DATED 2/20/2023.

WHILE THESE MAPS HAVE NOT BEEN ISSUED THE

FLOODPLAIN ELEVATIONS DEPICTED ON THEM

NAVD 88

BASE ELEV

70.00

133+00

.3

134+00

.4

.9

135+00

136+00

.5

.2

137+00

138+00

.6

139+00133+00 134+00 135+00 136+00 137+00 138+00 139+00

-0.50%

1.25%

2.50%

0.50%

0.50% 1.00%0.11% -1.50%

BR

K

EV

7.

4+

PVI STA = 135+20.65

PVI ELEV = 78.14

A.D. = -1.50% K = 16.67

25' VC

PV

: 1

8.

: 7

T:

+3 3.

731.9' SSD

HIGH POINT ELEV = 78.10

HIGH POINT STA = 135+24.82

PVI STA = 136+71.44

PVI ELEV = 80.12

A.D. = -2.00% K = 20.00

40' VC

1.

9.

+9

: 8

0.

559.6' SSD

PVI STA = 135+80.29

PVI ELEV = 77.84

A.D. = 3.00% K = 8.33

+6

2.

189.3' HSD

LOW POINT ELEV = 77.89

LOW POINT STA = 135+71.96

PVI STA = 134+05.73

PVI ELEV = 77.25

A.D. = 2.00% K = 12.48

+1

874.9' HSD

LOW POINT ELEV = 77.30

LOW POINT STA = 134+11.95

PVI STA = 137+66.01

PVI ELEV = 80.59

A.D. = 0.75% K = 40.00

30' VC

+8

EXISTING GRADE ALONG CONST BL

PROPOSED GRADE ALONG CONST BL

138+50

139+00

.8

140+00

.1

141+00

142+00

143+00

144+00

.7

144+50138+50 139+00 140+00 141+00 142+00 143+00 144+00 144+50

1.25%

0.60%

PVI STA = 140+81.74

PVI ELEV = 84.54

A.D. = -0.65% K = 76.92

50' VC

6.

4.

1685.2' SSD

FORD

AVENUE

N 3019857.0969 E 777133.1521

STA 136+92.84 LYNNFIELD RAIL TRAIL - PHASE 1 =

STA 11+58.57 MIDDLE SCHOOL CONNECTION

MIDDLE

SCHOOL

CONNECTION

ROADWAY

CONSTRUCTION (MEET

EXIST GRADE)

PROP DRAIN

18" RCP CLASS V

I=77.69

FI

:2

PROFILES

PART 1 OF 10

BE

LO

AB

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

75.00

80.00

144+00

145+00

146+00

147+00

148+00

149+00

150+00144+00 145+00 146+00 147+00 148+00 149+00 150+00

1.50%

0.60%

0.40%

PVI STA = 148+89.68

PVI ELEV = 89.08

A.D. = 1.10% K = 45.45

149+50

150+00

151+00

152+00

153+00

154+00

155+00

155+50149+50 150+00 151+00 152+00 153+00 154+00 155+00 155+50

0.95%

-0.53%

2.00%

GRADE BREAK STA = 154+23.94

ELEV = 96.44

GRADE BREAK STA = 153+91.33

ELEV = 96.30

5.

PVI STA = 153+67.93

PVI ELEV = 96.42

A.D. = -2.03% K = 9.84

20' VC

: 9

+7

: 9

541.1' SSD

HIGH POINT ELEV = 96.38

HIGH POINT STA = 153+72.69

SUMMER

STA 154+07.87 LYNNFIELD RAIL TRAIL - PHASE 1 =

STA 20+76.52 SUMMER STREET

1.5' x 1.5' STONE BOX

CULVERT BELOW

WATER LINE

BELOW

36" WATER LINE

6" BS GAS

LINE BELOW

3" ST GAS

LINE BELOW

PART 2 OF 10

. 2

90.00

155+00

156+00

157+00

158+00

159+00

160+00

161+00155+00 156+00 157+00 158+00 159+00 160+00 161+00

0.95%

0.80%

0+

PVI STA = 161+00.00

PVI ELEV = 102.75

A.D. = 1.20% K = 41.67

160+50

161+00

162+00

163+00

164+00

165+00

166+00

166+50160+50 161+00 162+00 163+00 164+00 165+00 166+00 166+50

0.80%

2.00%

0.84%

PVI STA = 162+02.00

PVI ELEV = 104.79

A.D. = -1.50% K = 20.00

7734.4' SSD

PVI STA = 161+00.00

PVI ELEV = 102.75

A.D. = 1.20% K = 41.67

+2

PART 3 OF 10

95.00

166+00

167+00

168+00

169+00

170+00

171+00

172+00166+00 167+00 168+00 169+00 170+00 171+00 172+00

0.84%

1.25%G

PVI STA = 171+94.48

PVI ELEV = 112.97

A.D. = -1.92% K = 52.17

100' VC

+4

5 613.0' SSD

HIGH POINT ELEV = 112.75

HIGH POINT STA = 172+09.70

171+50

172+00

173+00

174+00

175+00

176+00

177+00

177+50171+50 172+00 173+00 174+00 175+00 176+00 177+00 177+50

-0.67%

PVI STA = 171+94.48

PVI ELEV = 112.97

A.D. = -1.92% K = 52.17

4613.0' SSD

HIGH POINT ELEV = 112.75

HIGH POINT STA = 172+09.70

PART 4 OF 10

177+00

178+00

179+00

180+00

181+00

182+00

183+00177+00 178+00 179+00 180+00 181+00 182+00 183+00

-0.67% -0.53%

PVI STA = 181+24.58

PVI ELEV = 107.07

A.D. = 1.03% K = 96.96

LOW POINT ELEV = 107.20

LOW POINT STA = 181+26.10

182+50

183+00

184+00

185+00

186+00

187+00

188+00

188+50182+50 183+00 184+00 185+00 186+00 187+00 188+00 188+50

0.20% -0.50%

PVI STA = 183+67.50

PVI ELEV = 108.29

A.D. = -1.00% K = 49.97

61103.6' SSD

HIGH POINT ELEV = 108.23

HIGH POINT STA = 183+67.49

PVI STA = 187+96.47

PVI ELEV = 106.14

A.D. = 0.70% K = 43.07

LOW POINT ELEV = 106.16

LOW POINT STA = 188+03.03

EXISTING BRIDGE

STRUCTURE TO BE

REMOVED

24" RCP

PART 5 OF 10

188+00

189+00

190+00

191+00

192+00

193+00

194+00188+00 189+00 190+00 191+00 192+00 193+00 194+00

1.00%

PVI STA = 187+96.47

PVI ELEV = 106.14

A.D. = 0.70% K = 43.07

LOW POINT ELEV = 106.16

LOW POINT STA = 188+03.03

193+50

194+00

195+00

196+00

197+00

198+00

199+00

199+50193+50 194+00 195+00 196+00 197+00 198+00 199+00 199+50

-1.50%

1.00%

8 G

3.5' x 4' STONE BOX

PART 6 OF 10

100.00

199+00

200+00

201+00

202+00

203+00

204+00

205+00199+00 200+00 201+00 202+00 203+00 204+00 205+00

-0.60%

0.50% 1.10% 0.67%G

GRADE BREAK STA = 199+36.92

ELEV = 112.14

PVI STA = 202+93.45

PVI ELEV = 114.27

A.D. = -1.27% K = 78.95

: 2

7902.0' SSD

HIGH POINT ELEV = 114.12

HIGH POINT STA = 202+96.08

204+50

205+00

206+00

207+00

208+00

209+00

210+00

210+50204+50 205+00 206+00 207+00 208+00 209+00 210+00 210+50

-0.60%

-2.00%

0.00%

PVI STA = 207+01.98

PVI ELEV = 111.82

A.D. = -1.40% K = 71.43

820.8' SSD

PVI STA = 208+43.16

PVI ELEV = 109.00

A.D. = 2.00% K = 50.00

1178.8' HSD

LOW POINT ELEV = 109.00

LOW POINT STA = 208+93.16

PILLINGS

POND

ROAD

PART 7 OF 10

210+00

211+00

212+00

213+00

214+00

215+00

216+00210+00 211+00 212+00 213+00 214+00 215+00 216+00

0.00% 0.50% -0.50%

PVI STA = 212+15.74

PVI ELEV = 109.45

A.D. = -1.00%

31104.2' SSD

HIGH POINT ELEV = 109.39

HIGH POINT STA = 212+15.74

PVI STA = 215+74.52

PVI ELEV = 107.66

A.D. = 1.00% K = 333.76

334' VC

LOW POINT ELEV = 108.07

LOW POINT STA = 215+74.52

PVI STA = 211+25.45

PVI ELEV = 109.00

A.D. = 0.50%

LOW POINT ELEV = 109.00

LOW POINT STA = 211+12.95

215+50

216+00

217+00

218+00

219+00

220+00

221+00

221+50215+50 216+00 217+00 218+00 219+00 220+00 221+00 221+50

-0.75%

PVI STA = 218+61.72

PVI ELEV = 109.09

A.D. = -1.25% K = 48.00

60' VC

7893.3' SSD

HIGH POINT ELEV = 109.00

HIGH POINT STA = 218+55.72

PVI STA = 215+74.52

PVI ELEV = 107.66

K = 333.76

334' VC

LOW POINT ELEV = 108.07

LOW POINT STA = 215+74.52

15" RCP

TENNESSEE GAS

PIPELINE BELOW

2'x2' STONE BOX

PART 8 OF 10

221+00

222+00

223+00

224+00

225+00

226+00

227+00221+00 222+00 223+00 224+00 225+00 226+00 227+00

-0.75% 0.75%

1.50%G

PVI STA = 223+54.61

PVI ELEV = 105.40

A.D. = 1.50% K = 66.67

LOW POINT ELEV = 105.58

LOW POINT STA = 223+54.61

PVI STA = 226+75.00

PVI ELEV = 107.36

226+50

227+00

228+00

229+00

230+00 231+00 232+00 232+50226+50 227+00 228+00 229+00 230+00 231+00 232+00 232+50

-1.00%

1.50% G

GRADE BREAK STA = 230+30.21

ELEV = 107.02

PVI STA = 228+03.40

PVI ELEV = 109.29

A.D. = -2.50% K = 30.00

75' VC

469.2' SSD

HIGH POINT ELEV = 109.06

HIGH POINT STA = 228+10.90

PVI STA = 226+75.00

PVI ELEV = 107.36

STA 230+87.09

N 3020591.0708 E 786484.2813

NICHOLS

LANE

PART 9 OF 10

11+00

10+00 11+00

11+60

1.50% -4.50%

GRADE BREAK STA = 10+16.37

ELEV = 86.33

GRADE BREAK STA = 11+48.59

ELEV = 80.38

GRADE BREAK STA = 11+58.57

ELEV = 80.23

LYNNFIELD RAIL

TRAIL - PHASE 1

LIMIT OF WORK

STA 10+09.84

N 3020058.0616 E 777291.0441

STA 11+58.57 MIDDLE SCHOOL CONNECTION =

STA 136+92.84 LYNNFIELD RAIL TRAIL - PHASE 1

PART 10 OF 10

134 135

132+88.59

TRAIL CONST BL

FORD AVENUE

(PUBLIC - 40' WIDE)

PER

Y A

VEN

(PU

LIC

- 40' W

ID

E)

TRAIL AMENITY PLANS

PART 1 OF 3

_L

(A

PL

TRAIL AMENITY PLANTING SCHEDULE*

QTY ID BOTANICAL NAME COMMON NAME SIZE COMMENT

TREES

32 TO THUJA OCCIDENTALIS ARBORVITAE 5-6 FEET

* FOR WETLAND REPLICATION AREA PLANTINGS SEE SHEET 33

ORIDINARY HIGH WATER

ST. PAUL'SDRIVEWAY

SUMMER STREET CONST BLTRAIL AMENITY SCHEDULE

NAME

F

I

J

STATION

153+21.53

153+25.74

153+32.06

153+38.91

153+45.81

153+52.16

153+56.46

154+42.45

154+49.22

154+51.65

154+53.03

154+54.48

154+55.48

154+57.04

OFFSET

11.23', LT

12.51', LT

12.54', LT

13.43', LT

12.82', LT

13.05', LT

11.94', LT

31.33', RT

31.62', RT

28.13', RT

12.63', RT

24.98', RT

21.04', RT

17.20', RT

SITE FEATURE TYPE

GRANITE SEAT WALL

ADA ACCESSIBLE COMPANION SEATING AREA

BICYCLE RACK

INTERPRETIVE KIOSK - GRANITE BASE

E F G

J

2' (M

PROP GRANITE SEAT WALL

(TYP, 2 THIS LOCATION)

PROP BICYCLE RACK

(TYP, 3 THIS LOCATION)

PROP CEM CONC SIDEWALK

AT TRAILHEAD AREA

PROP BICYCLE RACK

PROP INTERPRETIVE

KIOSK-GRANITE BASE

1. STATIONS AND OFFSETS ARE TAKEN AT THE

GEOMETRIC CENTER OF THE TRAIL AMENITY,

DEPICTED AS A DOT ON THE PLAN.

2. UNLESS OTHERWISE NOTED, TRAIL AMENITIES

SHALL BE ORIENTED PARALLEL TO THE EDGE OF

THE PROPOSED CEMENT CONCRETE SIDEWALK AT

TRAILHEAD AREA SURFACE.

3. TRAIL AMENITIES SHALL BE INSTALLED AT LEAST

2-FEET FROM THE EDGE OF THE TRAIL PAVEMENT,

AS SHOWN ON THE PLANS.

4. FOR TIES SEE SHEET NO. 38.

BN

FOR WETLAND REPLICATION

PLANTINGS AND DETAILS

SEE SHEET 53

E 1.4

(PU

LIC

- W

ID

TH

VA

IES)

PART 2 OF 3

* FOR WETLAND REPLICATION AREA PLANTINGS SEE SHEET 33

SEE SHEET 33

TRAIL AMENITY PLANTING SCHEDULE*

TREES

3 AR ACER RUBRUM RED MAPLE 1"-1.5" CALIPER B&B

5 BN BETULA NIGRA RIVER BIRCH 1"-1.5" CALIPER B&B

16 TO THUJA OCCIDENTALIS ARBORVITAE 5-6 FEET

180 181 182

Q

TRAIL AMENITY SCHEDULE

180+50

180+54

180+57.50

180+61.50

11.21', LT

10.00', LT

TRAIL AMENITY SCHEDULE

180+50

180+54

180+57.50

180+61.50

PART 3 OF 3

PROPOSED HMA TRAIL

REMOVE 6" EXISTING TOPSOIL

AND REPLACE WITH 6" DEPTH

OF 1-1/2" CRUSHED STONE

2'-6"

5'-0"

90°

PROP CLEARING

AND GRUBBING

EXIST RAILROAD MILE MARKER

(TO BE RETAINED)

TREATMENT AT EXISTING RAILROAD MILE MARKER

(STATION 229+52±, RT)

5%

(L

T/

X-

T)

2'-0" 6"

1'-7"

NOMINAL

EASED EDGES (TYP)

SAWN AND THERMAL FINISH TOP.

SPLIT FACE

FINISH GRADE (TYP)

8" GRAVEL BORROW - TYPE b (TYP)

4" THICK CEMENT CONCRETE

SIDEWALK (TYP)

1. ALL BOTTOM FACES SHALL BE SAWN.

2. ALL INSIDE VERTICAL FACES SHALL BE

SAWN AND THERMAL FINISH WITH EASED

EDGES

6"

(TYP)

COMPACTED SUBGRADE (TYP)

COMPACTED DENSE

GRADED CRUSHED STONE

12"

1'-6"

EXPANSION JOINT FILLER (TYP)

SECTION

PLAN

4'-0"

3'-0"

4'-0"

ADA ACCESSIBLE

COMPANION

SEATING AREA TO BE

KEPT CLEAR OF

OBSTRUCTIONS

ADJACENT TO BENCH

LC

INTERPRETIVE PANEL

SECTION VIEW

PLAN VIEW

INTERPRETIVE KIOSK-GRANITE BASE

PANEL

COMPACTED 3/4"

DIA. CRUSHED

STONE ALL AROUND

GRANITE BASE FOR

8" GRAVEL BORROW (TYPE b)

FINISH

GRADE

SPLIT FACE,

ALL SIDES

INTERPRETIVE

PANEL

R=1/2" (RIGHT AND LEFT SIDE)

EQ

EQ

1/4"

-1

3' -0

4'

8'

1"

1.5"

5/8"

HONED EDGE AT

PERIMETER2"

1-1/2"

(MAX.)

DIVERGENCE

4" CEM CONC SIDEWALK

PROVIDE EXPANSION

JOINT FILLER (TYP)

1' -1

GRANITE 110 MILE MARKER

SET WITH TEXT FACING BIKE

PATH

"MILE

0.9ENGRAVED TEXT SHALL BE

3.5"-TAHOMA STYLE PAINTED

BLACK

GRANITE TENTH MILE MARKER

BI

KE

LD

1. "0.50" AND "1.5" MARKERS SHALL

BE INSTALLED ON THE LEFT

SIDE OF THE TRAIL WITH TEXT

FACING THE TRAIL, AS SHOWN.

2. ALL OTHER MARKERS SHALL BE

INSTALLED ON THE RIGHT SIDE

OF THE TRAIL WITH TEXT

FACING THE TRAIL, AS SHOWN.

10 MILE MARKER

LOCATION

MILE *STATION

AND SEED

SHOULDER

PROP BIKE

PATH SUBBASE

PROP BIKE

PATH PVMT

GRANITE 110

MILE MARKER

*STATIONING IS APPROXIMATE.

CONTRACTOR SHALL VERIFY

LOCATIONS PRIOR TO INSTALLATION

0.6 0.7 0.8 0.9 1.1 1.2 1.3 1.4 1.5

224+22 218+94 213+66 208+38 203+09 197+82 192+54 187+26 181+98 171+42 166+14 160+86 155+58 150+30 145+02 139+74

GROUND

4'

3'

-6

6" 6"

THERMAL FINISH (BACK

SIDE)

THERMAL FINISH WITH

ENGRAVED TEXT (3 SIDES).

'SIDE B' ON 2 OPPOSITE

SIDES.

BIKE PATH

ALL LETTERING TO BE 12"

"V" SUNK LETTER IN

TACOMA TEXT

MILE POST LOCATION

MILE *STATION

1 176+69.81

*STATIONING IS APPROXIMATE.

CONTRACTOR SHALL VERIFY

LOCATIONS PRIOR TO INSTALLATION

0 229+49.81

N N F I E

A

A

7"

SIDE A

4"

8"

3"

A

A

3"

HORIZTONAL

SEPARATOR,

CENTERED IN GAP

SIDE B

(STA 176+69.81)

SIDE B

(STA 229+49.81)

LS

* TOLERANCE FOR CONSTRUCTION ±0.5% (TYP.)

TRAIL AMENITY DETAILS

36"

(MIN)

BIKE RACK (TYP)

MINIMUM EXTENT

CONCRETE PAVING

TYPICAL SPACING

32 1/2"

BIKE RACK - SIDE VIEW -

2-3/8" O.D. SCHEDULE 40

STAINLESS STEEL PIPE -

"HORSESHOE" STYLE

EMBED BIKE RACK

THICKENED EXPOSED

CEM CONC SIDEWALK

AT BIKE RACK

8" GRAVEL BORROW - TYPE b

COMPACTED SUBGRADE

SECTION - SIDE VIEW

1. INSTALL IN ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATIONS

FINISH GRADE

BIKE RACK DETAIL

2"

BIKE RACK - FRONT VIEW -

2-3/8" O.D. SCHEDULE 40

STAINLESS STEEL PIPE -

"HORSESHOE" STYLE

EMBED BIKE RACK

SECTION - FRONT VIEW

THICKENED EXPOSED

AGGREGATE CEM CONC

PAVING AT BIKE RACK

8" GRAVEL BORROW - TYPE b

COMPACTED SUBGRADE

18"

DECIDUOUS TREE PLANTING

ROOTBALL SHALL BE PLACED ON EXISTING SUBSOIL

TREE WRAP SHALL NOT BE USED

COMPLETELY REMOVE SYNTHETIC BURLAP & LACING

BACKFILL MIX PER SPECIFICATIONS

DURING THE FIRST 24 HOURS AFTER PLANTING

WATERING SAUCER SHALL BE FLOODED TWICE

TREE SHALL BE SET PLUMB

CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING.

3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT

3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY

ROOT FLARE SHOULD BE SLIGHTLY ABOVE

MIN. 2 X ROOTBALL DIAMETER

ROOTBALL

DO NOT CUT LEADER

FROM TRUNK OF TREE)

6 INCHES

REMOVE EXCESS SOIL TO EXPOSE ROOT FLARE

CUT & REMOVE WIRE BASKET SIDES

FINISH GRADE AFTER SETTLING

6 IN

AND BACKFILL WITH PLANTING MIX

EXCAVATE TO REQUIRED DEPTH

EXISTING SUBSOIL

WATER BY FLOODING TWICE IN FIRST TWO HOURS

AFTER PLANTING. WATER & MAINTAIN AS PER

SHRUBS SHALL BE SET PLUMB

STANDARD SPECIFICATIONS

BACKFILL MIX PER STANDARD SPECIFICATIONS

AWAY FROM BASE OF SHRUB)

AROUND SHRUB

2-3 INCH DEPTH AGED PINE BARK MULCH (PULL

3 INCH HIGH EARTH WATERING SAUCER

ACCEPTED FOR PLANTING

LOOSE OR CRACKED ROOTBALLS WILL NOT BE

3 X ROOTBALL

LACING. FOR CONTAINERIZED PLANTS, REMOVE

CONTAINER PRIOR TO PLANTING. SCORE SIDES OF

CONTAINER AND LOOSEN ANY ROOTS ENCIRCLING

THE ROOT BALL

COMPLETELY REMOVE SYNTHETIC BURLAP AND

CROWN OF SHRUB SHOULD BE SLIGHTLY ABOVE

FINISHED GRADE AFTER SETTLING

SHRUB PLANTING

LS

* TOLERANCE FOR CONSTRUCTION ±0.5% (TYP.)

TRAIL AMENITY DETAILS

(PUBLIC - WIDTH VARIES)

PC

21 22 22+25

SUMMER STREET CONST BL

X

95.5

WETLAND (ISOLATED)

(3,092± SF)

EXISTING WETLAND (ISOALATED)

VC

LB

RV

RV

BN

VD

SECTION A-A

0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56

8.36:1 8.95:18.95:1

EL = 95.5'

6' (TYP)

(AREA SKEWED

THIS SECTION)

6' (TYP)

PROPOSED K-SERIES WETLAND (ISOLATED) REPLICATION AREA

12" COMPOST TOPSOIL

WITH WETLAND SEED MIX

MEET EXISTING

EXISTING GRADE

WETLAND REPLICATION AREA

_E

V(

EP

:4

K-SERIES WETLAND (ISOLATED) REPLICATION/RESTORATION NOTES:

1. ALL WETLAND REPLICATION/RESTORATION SHALL BE CONDUCTED UNDER THE SUPERVISION AND DIRECTION OF

THE PROJECT WETLAND SPECIALIST.

2. AREAS OF TEMPORARY WETLAND ALTERATION ASSOCIATED WITH THE PROPOSED CONSTRUCTION, WILL BE RESTORED IN-KIND AT THE DIRECTION OF THE SUPERVISING WETLAND SCIENTIST BY RESTORING NATURAL WETLAND SOIL PROFILES (WHERE NEEDED) AND SEEDING WITH FACW MEADOW MIX. SEEDED AREAS SHALL BE STABILIZED VIA HYDRO-SEEDING, STRAW MULCH, AND/OR EROSION CONTROL BLANKETS AT THE DIRECTION OF

THE WETLAND SPECIALIST.

3. WETLAND REPLICATION AREA SHALL BE CONSTRUCTED IN ACCORDANCE WITH ITEM 755.35 OF THE SPECIAL PROVISIONS. EXCAVATE EXISTING SOIL TO TARGET ELEVATIONS. IF EXISTING SUBSOIL IS DETERMINED TO BE UNSUITABLE FOR PLANTING, EXCAVATE TO DEPTH NECESSARY FOR PLANTING AND BACKFILL WITH APPROPRIATE MANUFACTURED SOIL. BACKFILL SHALL BE INSTALLED AS PER MASSDOT STANDARD SPECIFICATIONS.

4. FOLLOWING WETLAND SOIL PLACEMENT, THE WRA SHALL BE PLANTED WITH THE SAPLING TREES AND SHRUBS

SPECIFIED HEREIN, AND SEEDED WITH FACW MEADOW MIX.

5. SEEDED AREAS SHALL BE STABILIZED VIA HYDRO-SEEDING, STRAW MULCH, AND/OR EROSION CONTROL

BLANKETS AT THE DIRECTION OF THE WETLAND SPECIALIST.

6. SEE SHEET 32 FOR PLANTING DETAILS.

XS

XS

WETLAND REPLICATION AREA PLANTING SCHEDULE

TREES

2 AR ACER RUBRUM RED MAPLE 1"-1.5" CALIPER B&B

2 BN BETULA NIGRA RIVER BIRCH 1"-1.5" CALIPER B&B

SHRUBS

11 VC VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY 2'-3' HT.

6 VD VIBURNUM DENTATUM ARROWWOOD 2'-3' HT.

12 RV RHODODENDRON VISCOSUM SWAMP AZALEA 2'-3' HT.

7 LB LINDERA BENZOIN SPICEBUSH 2'-3' HT.

* FOR TRAIL AMENITY AREA PLANTINGS SEE SHEET 29

AREA OF SOIL

DISTURBANCE

PROTECTED ZONE

FLOW

1" X 1" X 4' HARDWOOD STAKES

STAKE A MIN. OF EVERY 5 FEET

TO SECURE TUBE OR PER

MANUFACTURERS' INSTRUCTION

9-12" DIA.

INSTALLED

18" MIN.

10' MIN

OVERLAP FOR

CONTINUOUS

BARRIER

9" MIN.

TYP.

PROTECTED

ZONE

COMPOST FILTER TUBE BERM (SLOPES 2:1 OR STEEPER)

12" DIA.

WOVEN

POLYPROPYLENE

FIBER FABRIC

1" x 1" x 4'

HARDWOOD

STAKE

FOLD FLAP (8" MIN.) AND

PLACE TUBE ON TOP. DO

NOT TRENCH FABRIC.

COMPOST FILTER TUBE & SILT FENCE

FOR SLOPES 3:1 OR AS

NECESSARY, STAKE OR

OTHERWISE SUPPORT TUBES

(I.E., TREES, CINDER BLOCKS)

BIODEGRADABLE

FABRIC

12" DIA.

CAPTURE SEDIMENT AND

PREVENT FLOW OFF SITE.

*9 INCH MAY BE USED FOR FLATTER

SURFACES WITH APPROVAL FROM

ENGINEER

REDUCE WATER FLOW

ONTO WORK ZONE

SEDIMENT BARRIERS - COMPOST FILTER TUBES

ENSURE FIRM CONTACT WITH

GROUND TO PREVENT FLOW

UNDERNEATH TUBES

SEDIMENT BARRIERS

PLACE TUBE ALONG CONTOURS AND PERPENDICULAR TO

FLOW.

PLACE AS CLOSE TO LIMIT OF SOIL DISTURBANCE AS POSSIBLE

ADJUST LOCATION AS REQUIRED FOR OPTIMUM

EFFECTIVENESS. DO NOT INSTALL IN WATERWAYS.

PLACE STAKES AS NEEDED TO SECURE TUBES IN PLACE.

CURVE ENDS

UPHILL

EXISTING

TREE

MIN. 3 FT OVERLAP

FOR CONTINUOUS

BARRIER.

HARDWOOD STAKES

PLACED OUTSIDE OF

TUBES OR PER

MANUFACTURERS'

INSTRUCTION

TREE PROTECTION - ROOT ZONE

CONSTRUCTION ZONE

FENCE AND POST MATERIAL

PER SPECIFICATIONS.

PLACE FENCE AS SHOWN

ON PLANS AND AS CLOSE

TO CONSTRUCTION LIMITS

(AS FAR FROM TRUNK) AS

POSSIBLE

NO TRESPASSING, STORAGE OF

EQUIPMENT, OR STOCKPILING OF

MATERIALS

PLACE FENCE AS SHOWN ON PLANS

AND AS CLOSE TO CONSTRUCTION

LIMITS (AS FAR FROM TRUNK) AS

POSSIBLE

EXISTING

TREES

LIMIT

CANOPY/ROOT

ZONE

TREE ROOT ZONE/

PLANT PROTECTION ZONE

CANOPY DRIP LINE

PLAN VIEW - FENCE PROTECTION OF ROOT ZONESECTION - FENCE PROTECTION OF ROOT ZONE

TR

Z

TREE ROOT ZONE/

PLANT PROTECTION ZONE

NO TRESPASSING,

STORAGE OF EQUIPMENT, OR

STOCKPILING OF MATERIALS

IN ROOT ZONE

SECTION - TRUNK ARMORING & PRUNING

CONSTRUCTION ZONE

PRUNE CANOPY AS REQUIRED TO

PREVENT DAMAGE FROM

CONSTRUCTION EQUIPMENT.

REMOVE DEAD/DAMAGED LIMBS IF

AND AS DIRECTED.

PRUNING SHALL BE PER ANSI

A300 STANDARDS

NO TRESPASSING, STORAGE OF

EQUIPMENT, OR STOCKPILING OF

MATERIALS

ARMOR TREES AS

SHOWN ON PLANS

OR PER ARBORIST

ARMOR FROM BASE OF TREE,

INCLUDING ROOT FLARE, TO

FIRST BRANCH.

TREE ROOT ZONE

TREE PROTECTION - TRUNK

FILTER TUBES SHALL BE

COMPRISED OF NATURAL AND

BIODEGRADABLE MATERIALS ONLY.

FILTER TUBES SHALL

BE COMPRISED OF

NATURAL AND

BIODEGRADABLE

MATERIALS ONLY.

COMPRISED OF NATURAL

AND BIODEGRADABLE

COMPRISED OF NATURAL

AND BIODEGRADABLE

TO MINIMIZE DAMAGE TO

BARK, CLADDING SHALL

ONLY BE INSTALLED ON THE

SIDE OF TREES FACING

PROPOSED WORK.

1'-0"

1'-6"

MEET FINAL GRADE

SEED OVER COMPOST

PER SPECIAL PROVISION

APPLY COMPOST OVER STONE

SUCH THAT COMPOST FILLS THE

VOIDS AND IS AT OR SLIGHTLY

BELOW THE SURFACE OF THE

STONES. NOT ALL STONES WILL

BE COMPLETELY COVERED

PLACE MODIFIED ROCKFILL

(M2.02.4)

CRUSHED STONE OVER

GRADED SLOPE (M2.01.2)

EXISTING SUBGRADE

TAPER STONE AND

COMPOST TO MEET

FINAL GRADE

1.5 (MIN)

COMPOST AND SEED OVER M