04-23-2020 - Vermont

By Ashley Bishop ([email protected]) at 9:39 am, Apr 09, 2020

By Derek Kenison ([email protected]) at 1:13 pm, Apr 03, 2020

By james marshall ([email protected]) at 12:40 pm, Apr 16, 2020

By Kristin Driscoll ([email protected]) at 9:03 am, Apr 21, 2020

By Matthew Colburn ([email protected]) at 1:51 pm, Apr 02, 2020

By Nancy Avery ([email protected]) at 1:26 pm, Apr 02, 2020

By Sandra ([email protected]) at 12:30 pm, Apr 14, 2020

By Jonathan Armstrong ([email protected]) at 2:41 pm, Apr 15, 2020

By Jon Kaplan ([email protected]) at 9:06 am, Apr 20, 2020

By Jane Brown ([email protected]) at 12:54 pm, Apr 15, 2020

By Jeff Ramsey ([email protected]) at 1:04 pm, Apr 02, 2020

By Tyler Guazzoni ([email protected]) at 9:46 am, Apr 16, 2020

04-23-2020

Stantec Consulting Services Inc.

www.stantec.com

Fax: (802) 864-0165

Phone: (802) 864-0223

South Burlington VT U.S.A. 05403

55 Green Mountain Drive

CANADA

ORLEANSESSEX

WASHI

NGTON

LAMOILLE

FRANKLIN

GR

AN

D IS

LE

ADDISON

CHIT

TE

ND

EN

ORANGE

CA

LE

DO

NIA

WIN

DS

OR

RUTLAND

BE

NNIN

GT

ON

WINDHAM

APPROVED DATE

DATUM

NEW YORK

State of

MASSACHUSETTS

Commonwealth of

NEW HAMPSHIRE

State of

SHEET OF SHEETS1 16

PLANS.

SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE

REVISIONS AND SUCH REVISED SPECIFICATIONS AND

FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT

FEDERAL HIGHWAY ADMINISTRATION ON APRI L 1 3, 2018

FOR CONSTRUCTION DATED 2018, AS APPROVED BY THE

WITH THESE PLANS AND THE STANDARD SPECIFICATIONS

CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE

PLACE LOGO AND P.E. STAMP INSIDE THIS BOX (AGENCY CONSULTANT USE ONLY - (THIS BOX MAY BE TURNED OFF)

N

VT

ST

AT

E P

LA

NE

GRID

101

AT FULL SIZE

APPROX. SCALE 3/4" = 1/2 MI

STP BP18(3)

PROJECT

SHELBURNE

7

VSESURVEYED BY :

11/2019SURVEYED DATE :

TO

U.S. R

OUTE 7

FALLS R

D

TO

VT R

OUTE 116

IRIS

H

HILL R

D

0 80 160

SCALE IN FEET

N

VT

ST

AT

E

PL

AN

E

GRID

False N

orthing:

0.0000

False E

asting:

1640416.

6667

Origin L

atitude:

42°30'00

.0000"N

Central

Meridia

n: 72°3

0'00.000

0"W

US Su

rvey F

oot

Transve

rse Mer

cator

NAD83

Vermon

t State

Planes

VT83

INDEX OF SHEETS

THIS PROJECT IS LOCATED ALONG IRISH HILL ROAD BETWEEN THE LAPLATTE RIVER NATURE PARK AND THOMPSON ROAD IN THE TOWN OF SHELBURNE.

LENGTH OF SIDEWALK = 592.65 FT (0.112 MILES)

SHELBURNEPROJECT NAME :

STP BP18(3)PROJECT NUMBER :

IRISH HILL R

D

TH

OM

AS

RD

IRISH HILL RD (MAJOR COLLECTOR)COUNTY OF CHITTENDEN

TOWN OF SHELBURNE

LA

PL

AT

TE

RI

VE

R

STA. 9+60.92

END PROJECT

0+00

1+00

2+00 3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

BRIDGE, STORMWATER IMPROVEMENTS AND RELATED ITEMS.

OF A 5 FOOT WIDE CONCRETE SIDEWALK, AN 8 FOOT WIDE PEDESTRIAN

WORK TO BE PERFORMED UNDER THIS PROJECT INCLUDES: CONSTRUCTION

PROJECT LOCATION

SHELBURNE FALLS

LOCATION MAP

STA. 0+28.52

BEGIN PROJECT

SIDEWALK & PEDESTRIAN BRIDGE

MUNICIPAL PROJECT MANAGERQUALITY ASSURANCE PROGRAM : LEVEL 3

NAD83(2011)HORIZONTAL

NAVD88VERTICAL

7-16CROSS SECTION SHEET

5-6PLAN SHEETS

4TIE SHEET

3TYPICAL SECTION SHEET

2SYMBOLOGY LEGEND SHEET

1TITLE

STA. 2+66.94

STOP PROJECT

STA. 2+28.84

END BRIDGE

STA. 1+30.06

BEGIN BRIDGESTA. 5+07.91

RESUME PROJECT

LENGTH OF BRIDGE = 98.78 FT (0.019 MILES)

PROJECT MANAGER : DEBRA PIERCE

0+00

1+00

2+003+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

I see drainage but seems misleading to say stormwater improvements as no treatment is being proposed

Include project name and number

Typicals and estimate show this as a bituminous walk.

Joel Perrigo?

Project does not appear in VTransparency

With the structural items, isn't this going to be a Level 2?

SOV symbol

Traffic control?

CZ

DITCH

FOUNDATION

GARDEN

HEDGE

E

L

T

R

D

BK

AH

STA

POE

POB

PRC

PCC

PT

CC

PI

PC

CURVE EXTERNAL DISTANCE

CURVE LENGTH OF

CURVE TANGENT LENGTH

CURVE RADUIS OF

CURVE DEGREE OF (100FT)

BACK STATION SUFFIX

AHEAD STATION SUFFIX

STATION PREFIX

POINT OF ENDING

POINT OF BEGINNING

POINT OF REVERSE CURVE

POINT OF COMPOUND CURVE

POINT OF TANGENCY

CENTER OF CURVE

POINT OF INTERSECTION

POINT OF CURVATURE

WITH PROPOSED ANNOTATION.

FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION

FOR EXISTING FEATURES, ALSO USED FOR PROPOSED

THESE ARE COMMON VAOT SURVEY POINT SYMBOLS

BODY OF WATER EDGE

WOOD LINE

STONE WALL

ROAD EDGE PAVEMENT

ROAD EDGE GRAVEL

DRIVEWAY EDGE

RAILROAD TRACKS

LEDGE EXPOSED

BRUSH LINE

WALL

SLOPE RIGHTS

SURVEY LINE

6F PROPERTY BOUNDARY

4F PROPERTY BOUNDARY

PROPERTY LINE (P/L)

TOWN BOUNDARY LINE

COUNTY BOUNDARY LINE

STATE BOUNDARY LINE

C

FENCE STEEL POST

FENCE (EXISTING)

FENCE WOOD POST

CULVERT (EXISTING)

ELECTRIC+CABLE

CABLE (TV)

ELECTRIC+TELEPHONE

UTILITY POLE GUY WIRE

ELECTRIC+TELEPHONE

PLAN LAYOUT MATCHLINE

CLEAR ZONE

TELEPHONE

ELECTRIC

CABLE+TELEPHONE

ELECTRIC+CABLE+TELEP.

ELECTRIC+TELEPHONE

ELECTRIC+CABLE

CABLE+TELEPHONE

SANITARY SEWER (SEPTIC)

ELECTRIC+CABLE+TELEP.

WATER LINE

GAS LINE

TELEPHONE

CABLE (TV)

ELECTRIC

CULVERT PROPOSED

BOTTOM OF DITCH L

STRUCTURE SUBSURFACE

HISTORIC DIST

ARCH

T&E

HISTORIC

AG

HABITAT

FLOOD PLAIN

.

SR SR SR

L

P P

L

FILTER CURTAIN

SILT FENCE

SILT FENCE WOVEN WIRE

EPSC MEASURES

WETLAND BOUNDARY

RIPARIAN BUFFER ZONE

SOIL TYPE BOUNDARY

HISTORIC STRUCTURE

HISTORIC DISTRICT BOUNDARY

HISTORIC AREA

AGRICULTURAL LAND

HAZARDOUS WASTE AREA

ENVIRONMENTAL RESOURCES

FISH & WILDLIFE HABITAT

FLOOD PLAIN

STORM WATER

USDA FOREST SERVICE LANDS

WILDLIFE HABITAT SUIT/CONN

CHECK DAM

ARCHEOLOGICAL BOUNDARY

ARCHEOLOGICAL & HISTORIC

UTILITY SYMBOLOGY

UNDERGROUND UTILITIES

ABOVE GROUND UTILITIES (AERIAL)

PROJECT DESIGN & LAYOUT SYMBOLOGY

CODE DESCRIPTIONPOINT

COMMON TOPOGRAPHIC POINT SYMBOLS

DESCRIPTION

PROPOSED GEOMETRY CODES

CODE

BARRIER FENCE

EPSC LAYOUT PLAN SYMBOLOGY

PROJECT CONSTRUCTION SYMBOLOGY

EROSION MATTING

PROJECT CONSTRUCTION FEATURES

STONE FILL

TOE OF FILL SLOPE

TOP OF CUT SLOPE CONVENTIONAL TOPOGRAPHIC SYMBOLOGY

EXISTING FEATURES

CONVENTIONAL BOUNDARY SYMBOLOGY

STRIPING LINE REMOVAL

REQUIRING RE-VEGETATION

DISTURBED AREAS

THREATENED & ENDANGERED SPECIES

SHEET PILES

HAZARDOUS WASTE

WSO

WELL

VCTRL

TSIGN

TIE

TEL

STUMP

SIGN

SHRUB

SAT

S

RRSL

RRSIG

POST

PMK

PM

MM

MH

MB

LI

IPIPE

IP

HYD

HVCTRL

HCTRL

H

GV

GUYW

GUY

GSO

GP

GASFIL

FPOLE

EL

DITHR

COMB

CB

BND

BM

APL

PERMANENT EASEMENT LINE (P)

TEMPORARY EASEMENT LINE (T)

BOUNDARY LINES

DESCRIPTIONCODE

IRON PIN TO BE SET

BNDNS

IPNS

CALC CALCULATED ROW POINT

DISTANCE CARRIED ON NEXT SHEETDISTANCE

POINT

STATE ROW

TOWN ROW

STATE ROW (LIMITED ACCESS)

PROJECT DEMARCATION FENCE

TREE PROTECTION ZONE (TPZ)

PROPOSED STATE R.O.W.

PROPOSED STATE R.O.W. (LIMITED ACCESS)

BOUND TO BE SETBNDNS

IPNS

BOUND SET

IRON PIN SET

R.O.W. ABBREVIATIONS (CODES) & SYMBOLS

TEMPORARY EASEMENT

PERMANENT EASEMENT

UTILITY EASEMENT

SLOPE RIGHT

LANDSCAPE EASEMENT

INSTALL & MAINTAIN EASEMENT

EROSION CONTROL

DRIVEWAY EASEMENT

DRAINAGE EASEMENT

DITCH EASEMENT

DISCONNECT & CONNECT

CULVERT EASEMENT

CONSTRUCTION EASEMENT

CHANNEL EASEMENT

(T)

(P)

UE

SR

LAND

I&M

EC

DRIVE

DR

DIT

D&C

CUL

CONST

CH

ORDINARY HIGH WATER (OHW)

WETLAND BUFFER ZONE

OHW

USED TO CLARIFY AS NEEDED.

VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE

SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY

AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND

LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION,

USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER

STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS

THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER

SYMBOLOGY LEGEND NOTE

GENERAL INFORMATION

ROAD GUARDRAIL

WATER SHUT OFF

WELL

CONTROL VERTICAL

SIGN W/DOUBLE POST

TIE

TELEPHONE POLE

STUMP

SIGN

SHRUB

SATELLITE DISH

TREE SOFTWOOD

RAILROAD SWITCH LEVER

RAILROAD SIGNAL

POST STONE/WOOD

PROJECT MARKER

PARKING METER

MILE MARKER

MANHOLE (MH)

MAILBOX

LIGHT - STREET OR YARD

IRON PIPE

IRON PIN

HYDRANT

CONTROL HORIZ. & VERTICAL

CONTROL HORIZONTAL

TREE HARDWOOD

GATE VALVE

GUY WIRE

GUY POLE

GAS SHUT OFF

GUIDE POST

GAS FILLER

FLAGPOLE

ELECTRIC POWER POLE

DROP INLET THROATED DNC

COMBINATION POLE

CATCH BASIN

BOUND

BENCH MARK

BOUND APPARENT LOCATION

2/28/2020

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF2 16

19F010frm.dgn

STP BP18(3)

S. NEELY

E. ALLING

CONVENTIONAL SYMBOLOGY LEGEND SHEET

SHELBURNE

E. ALLING

---

2.5'

2'

17"

1'EXISTING ROADWAY

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF3 16

19F010typ.dgn

2% MAX

1:6

1:1.

5 MAX.

TYPICAL SECTIONS

SHELBURNE

STP BPI8(3)

E. ALLING

S. NEELY

S. NEELY

1

1

1

1

AND MULCH (TYP)

4" TOPSOIL, SEED,

TOLERANCE

THICKNESSMATERIAL ITEM

SUBBASE

BASE COURSES (TOTAL DEPTH)

PAVEMENT COURSES (TOTAL DEPTH)

+/- 1"

+/- 1"

+ 1/4"

TRANSVERSE SECTION OF SUPERSTRUCTURENOT TO SCALE

(TYP.)

TIMBER RUB RAILS

BRIDGE RAIL WITH

PEDESTRIAN/BICYCLE

54" HIGH STEEL

RAIL TO RAIL

8'-0" (MIN.)

PREFABRICATED BRIDGETRUSS (TYP.)

PREFABRICATED

BOTTOM CHORD

TRUSS (TYP.)

PREFABRICATED

TOP CHORD

SYSTEM COMPONENTS)

SPACING OF DECK

TYPE, SIZE AND

(MFGR. TO SPECIFY

STEEL TRUSS

PREFABRICATED

TYPE II

STONE FILL

1

1

STONE FILL

GEOTEXTILE UNDER

GRAVEL, FINE GRADED

12" SUBBASE OF CRUSHED

E. ALLING

2" BITUMINOUS SIDEWALK

1:4 MAX

1:6 MAX.

SIDEWALK WITHOUT CURB TYPICAL

1:6 OR FLATTER (TYP.)

1' (MIN.) SHOULDER OF

EDGE DETAIL FOR STEEP SLOPES

CHAIN-LINK FENCE

4 FOOT

VARIES

2" BITUMINOUS PAVEMENT

SAW CUT LINE

1

1

4" BITUMINOUS PAVEMENT

GRADED CRUSHED STONE

SUBBASE OF DENSE

CURB DETAIL

CONCRETE CURB, TYPE B, 7" REVEAL

4'-6"

3'-0"TIMBER DECK

LIVE LOAD = 90 PSF/H-5

L

L

B

CONST.

B

CONST.

GRASS STRIP

5' (MIN.)

GREEN STRIP

5' (MIN.)

0.5'

NOT TO SCALE

NOT TO SCALE

1.5'

NOT TO SCALE

SIDEWALK

5'

Is 2" really adequate depth of paving for a sidewalk?

not on est?

not on est?

not sure the prefad truss is included in any of the pay items you show on the est?

not on est?

4 16

VSE

VSE

VSE

TIE SHEET

N

VT

ST

AT

E

PL

AN

E

GRID

PID PG1580

N

VT

ST

AT

E

PL

AN

E

GRID

NORTH = 680139.073

EAST = 1448455.676

N

VT

ST

AT

E

PL

AN

E

GRID

HVCTRL

1

VSE CONTROL CAP5/8"REBAR

AHEADSTOP

312852336

PAVTEDGE

IRIS

H HIL

L ROAD

50.94'

16.5'

66.89'

N

VT

ST

AT

E

PL

AN

E

GRID

MOTEL, AND 13.5 METERS (44.3 FT) SOUTHWEST OF LIGHT POLE 01.

NORTHEAST OF THE CENTERLINE OF U.S. ROUTE 7, 26.9 METERS (88.3 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO THE

VERGENNES GO NORTH ALONG U.S. ROUTE 7 FOR 13.1 MI (21.1 KM) TO THE MARK ON THE RIGHT. THE MARK IS 13.7 METERS (44.9 FT)

THE MARK ON THE LEFT IN THE LAWN AT THE COUNTRYSIDE MOTEL. TO REACH FROM THE JUNCTION OF VT ROUTE 22A AND U.S. ROUTE 7 IN

SHELBURNE, VT. TO REACH FROM THE METHODIST CHURCH IN SHELBURNE VILLAGE GO SOUTH ALONG U.S. ROUTE 7 FOR 1.0 MI (1.6 KM) TO

RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1995 (CHR). GENERAL LOCATION, SHELBURNE, VT. OWNERSHIP, COUNTRYSIDE MOTEL,F 65

ELEV. = 266.361

* SURVEY COMPLETED: NOVEMBER 15, 2019 BY VSE, M. BACKMAN-PC, J. SHAW

10"MAPLE

24"MAPLE

8"MAPLE

24"MAPLE IRIS

H HIL

L ROAD

HVCTRL

2

3128321A35


BASINCATCH

64.74'

57.4

3'

27.28'

#97

HVCTRL

3

MON 1'AG4"X4"CONC 31174

1831

STOP2-WAY

IRISH HILL RDTHOMAS RD


MH

BASINCATCH

51.7

8'

IRISH HILL ROAD

RO

AD

TH

OM

AS

RIV

ER

La

PL

AT

TE

14.2

3'

11.39'

HVCTRL

4


1629

1293117

#1141MB

#344HYDRANT

FALLS RO

AD

80.36'

25.91'

28.98'

SHELBURNE

STP BP18(3)

DATUM

VERTICAL

HORIZONTAL

ALI

GN

ME

NT

TI

ES

TR

AV

ER

SE

TI

ES

GP

S

CO

NT

RO

L

POI

NT

S

NAVD88

NAD83(2011)

ADJUSTMENT NONE

NORTH =

EAST =

ELEV. =

NORTH =

EAST =

ELEV. =

HVCTRL #4 NORTH = 682738.751

EAST = 1452996.936

ELEV. = 187.618

NORTH =

EAST =

ELEV. =

HVCTRL #3 NORTH = 682571.916

EAST = 1453290.125

ELEV. = 169.132

NORTH =

EAST =

ELEV. =

HVCTRL #2 NORTH = 682730.198

EAST = 1453774.000

ELEV. = 203.583

NORTH =

EAST =

ELEV. =

HVCTRL #1 NORTH = 682933.443

EAST = 1454024.811

ELEV. = 212.991

NORTH =

EAST =

ELEV. =

2/28/2020

DESIGNED BY:

PROJECT LEADER: VSE DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

HVCTRL

CROSS ON LEDGE

HVCTRL

5/8"REBAR VSE CONTROL CAP

BM

DISK 29=171.4

2 88=170.

88

WOOD

SHELBURNE, VT 05482

PO BOX 88TOWN OF SHELBURNEPARCEL 072

0128000

SPAN 582-183

-12596

SOUTH BURLINGTON, VT 05403

1037 HIN

ESBURG RDSTERLING LAND CO., L

LC

PARCEL 2020039SPAN 58

2-183-1293

0

AA

A

A

A

A

A

A

A

A

A

0+00

1+00

2+00

3+00

4+00

ST

A 0

+00.00

PO

B

ST

A 0

+14.74P

C

ST

A 3

+27.62

PT

ST

A 1

+81.11

PI

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF5 16

19F010bdr.dgn

ST

A 4+50

MA

TC

HLIN

E S

HE

ET 2

SHELBURNE

E. ALLING

J. BURKE

S. NEELY

STP BP18(3)

EXISTIN

G ROW

EXISTING ROW

EXISTIN

G ROW

EXISTING ROW

TH

OM

AS

RD

IRISH

HILL

RD

FALLS RD

N

VT

ST

AT

E

PL

AN

E

GRID

False N

orthing:

0.0000

False E

asting:

1640416.

6667

Origin L

atitude:

42°30'00

.0000"N

Central

Meridia

n: 72°30

'00.000

0"WUS

Survey F

ootTra

nsverse

Mercato

rNAD

83 Ver

mont St

ate Plan

esVT8

3

0 20 40

SCALE IN FEET

LA

PL

AT

TE

RIV

ER

E = 35.51'

L = 312.88'

T = 166.36'

R = 372.00'

CURVE 1

APPROACHES)

WALL (TYP. BOTH

PROPOSED RETAINING

SIDEWALK TO REMAIN

EXISTING BITUMINOUS

NEWLY CONSTRUCTED

STA. 0+28.52

BEGIN PROJECT

E. ALLING

PLAN SHEET 1

4 FOOT CHAIN-LINK FENCE (TYP.)

PEDESTRIAN BRIDGE

PREFABRICATED

PROPOSED 94' X 8'

POLE

TO UTILITY

AVOID IMPACTS

PRIOR TO PRELIMINARY PLANS

OUTLET PIPE TO BE DETAILED

NEW DRAINAGE STRUCTURE AND

STA. 1+30.06

BEGIN BRIDGE

STA. 2+28.84

END BRIDGE

STA. 2+66.94

STOP PROJECT

PAD

STONE

PROPOSED

EXISTING SIDEWALK

SIDEWALK, TIE INTO

END PROPOSED

per MUTCD, STOP signs are not allowed on the opposite side of an intersection, or installed on a warning sign (Large double arrow). Stop signs are regulatory signs and the different sign categories should not be mixed facing in the same direction.

there are signs within the project area that will have to be accomodated for.

Add note to "Match Existing walk" add item

include longitudinal section/elevation of bridge & abutments

All reasonable efforts shall be made to accommodate pedestrian and bicycle travel. Traffic control plans should replicate the existing pedestrian pathway as nearly as practical. This can include but is not limited to a dedicated pedestrian escort (not a Flagger on duty), signage, and pedestrian channelizing device walkways that meet ADA requirements or have bicyclist follow the rules of the road just like a motorist. Also, to ensure that obstacles, equipment, construction materials, traffic control devices, etc. do not encroach into the bicycle path of travel and that these routes are free of ruts, sand and mud to prevent cyclist's crashes.

Correct. A red object marker could be placed on the pole below the arrow to help with visibility

Need stations where walk widening begins

15"CPEP15"CPEP

15"CPEP

HVCTRL

5/8"REBAR VSE CONTROL CAP

.

.

SHELB

UR

NE V

T 05482

69 IRISH HILL R

D

CA

MPB

ELL, SUEA

NN

E

SWA

NB

OR

N, SC

OT

PAR

CEL 1120006000

SPAN 582-183-12495

SHELB

UR

NE V

T 05482

97 IRISH HILL R

D

LAFO

RCE, PA

TRICIA

BEA

N, D

ON

ALD TR

UST

PAR

CEL 1120008000

SPAN 582-183-10140

A

A

A

A

A

A

A

A A

A

A5+00

6+00

7+00

8+00

9+00

ST

A 5

+59.43PC

ST

A 7

+83.46

PT

ST

A 6

+73.47

PI

10+00

ST

A 7

+83.46

PT

ST

A 10

+00.00

PO

E

. . . . . . . . . . . . . . .

.

.

.

.

.

.

.

6 16

19F010bdr.dgn 2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

ST

A 4+50

MA

TC

HLIN

E S

HE

ET 2

SHELBURNE

E. ALLING

J. BURKE

S. NEELY

STP BP18(3)

EXISTING ROW

EXISTING ROW

EXISTING ROW

EXISTING ROW

IRISH HILL RD

N

VT ST

ATE P

LA

NE

GRID

False No

rthing: 0.

0000

False Ea

sting: 164

0416.666

7

Origin L

atitude: 4

2°30'00.0

000"N

Central M

eridian:

72°30'00

.0000"W

US Surv

ey Foot

Transver

se Merca

tor

NAD83

Vermont S

tate Plan

es

VT83

0 20 40

SCALE IN FEET

E = 13.17'

L = 224.03'

T = 114.03'

R = 487.00'

CURVE 2

E. ALLING

PLAN SHEET 2

(TYP.)

WITHIN ROW

REMOVE TREES OWNER

PROPERTY

RETURN TO

ROW AND

ITEMS WITHIN

LANDSCAPING

REMOVE

SIDEWALK GUY

UTILITY POLE, INSTALL

AVOID IMPACTS TO

HEDGE ROW

NEW CEDAR

LINE

ROTATED TO MATCH CURB

NEW CONE AND GRATE,

SIDEWALK

TIE INTO EXISTING

BEGIN NEW SIDEWALK, EXISTING GRAVEL PATH

SIDEWALK, TIE INTO

END PROPOSED

TO EXISTING STRUCTURE

CONNECT PROPOSED DI

PIPE

NEW DI AND STORMWATER

STA. 9+60.92

END PROJECT

FIRE HYDRANT

AVOID IMPACTS TO

STA. 5+07.91

RESUME PROJECT

a new grate needs to be counted in your DI qty

how are you paying for this?

should this be done by the Util company?

what cone?

Add detail to show drive being paved out to street and some distance back from new back of walk (TYP.)

can curbing be eliminated and associated drainage? would very likely be better for water quality to sheet flow and not add untreated concentrated flow to the river. curbing seems out of context and unneeded to me here.

For all drives, add existing surface type - paved or gravel.

There are some large trees here. This house is 32' +/- off centerline right at the ROW line and one of the trees is right up against the house. Plans show the slope going out to the ROW line. Clearing these trees will be no small feat with them sandwiched between the house and an overhead utility line. I would look at the clearing/tree cutting estimate. Also at sta 7+25 you have a 1:3.4 slope with the hedges planted on the slope going right to the front porch.

should this say "connect prop PIPE to exit struct...??

drive material types? TYP

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF7 16

19f010xs.dgn

170

180

190

0 10 20 30-10-20-30

0+00.00

170

180

190

170

180

190

0 10 20 30-10-20-30

0+25.00

170

180

190

170

180

190

0 10 20 30-10-20-30

0+50.00

170

180

190

F.G. = 175.02

-0.020 -0.065

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLING

S. NEELY

S. NEELY

CROSS SECTION SHEET 1

RO

W

RO

W

STA.0+00 TO STA.0+50

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF8 16

19f010xs.dgn

160

170

180

190

0 10 20 30 40 50-10-20-30-40-50

0+75.00

160

170

180

190

150

160

170

180

190

0 10 20 30 40 50-10-20-30-40-50

1+00.00

150

160

170

180

190


SHELBURNE

STP BP18(3)


E. ALLING

E. ALLINGS. NEELY

S. NEELY

-1:2.0

-1:6.0 -0.020-1:6.0-1:4.0

-1:6.0-0.020-1:6.0

-1:4.0

F.G. = 172.97

F.G. = 171.23

RO

W

RO

W

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF9 16

19f010xs.dgn

150

160

170

180

190

0 10 20 30-10-20-30

1+25.00

150

160

170

180

190

140

150

160

170

180

190

0 10 20 30-10-20-30

1+50.00

140

150

160

170

180

190


F.G. = 169.96

-0.019 -0.091 -0.079

-0.020

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLINGS. NEELY

S. NEELY


2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF10 16

19f010xs.dgn

140

150

160

170

180

0 10 20 30-10-20-30

1+75.00

140

150

160

170

180

140

150

160

170

180

0 10 20 30-10-20-30

2+00.00

140

150

160

170

180

150

160

170

180

0 10 20 30-10-20-30

2+25.00

150

160

170

180


F.G. = 167.86

-0.020

-0.020

-0.020

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLING

S. NEELY

S. NEELY


150

160

170

180

0 10 20 30-10-20-30-40-50

2+50.00

150

160

170

180

-0.020-1:6.0

-1:6.0-1:4.0

-1:2.0

RO

W

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF11 16

19f010xs.dgn

160

170

180

0 10 20 30-10-20-30

2+75.00

160

170

180

160

170

180

0 10 20 30-10-20-30

3+00.00

160

170

180

160

170

180

190

0 10 20 30-10-20-30

3+25.00

160

170

180

190

160

170

180

190

0 10 20 30-10-20-30

3+50.00

160

170

180

190

160

170

180

190

0 10 20 30-10-20-30

3+75.00

160

170

180

190


SHELBURNE

STP BP18(3)

E. ALLING

E. ALLING

S. NEELY

S. NEELY


RO

W

RO

WR

OW

RO

WR

OW

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF12 16

19f010xs.dgn

170

180

190

0 10 20 30-10-20-30

4+00.00

170

180

190

170

180

190

0 10 20 30-10-20-30

4+25.00

170

180

190

170

180

190

0 10 20 30-10-20-30

4+50.00

170

180

190

170

180

190

200

0 10 20 30-10-20-30

4+75.00

170

180

190

200

170

180

190

200

0 10 20 30-10-20-30

5+00.00

170

180

190

200


F.G. = 181.87

F.G. = 184.44

1:-7.2 -0.084

1:-6.2 -0.043

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLING

S. NEELY

S. NEELY


RO

WR

OW

RO

W

RO

WR

OW

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF13 16

19f010xs.dgn

180

190

200

0 10 20 30-10-20-30

5+25.00

180

190

200

180

190

200

0 10 20 30-10-20-30

5+50.00

180

190

200

180

190

200

210

0 10 20 30-10-20-30

5+75.00

180

190

200

210

180

190

200

210

0 10 20 30-10-20-30

6+00.00

180

190

200

210

190

200

210

0 10 20 30-10-20-30

6+25.00

190

200

210

190

200

210

0 10 20 30-10-20-30

6+50.00

190

200

210


F.G. = 186.93

F.G. = 189.36

F.G. = 191.81

F.G. = 194.23

F.G. = 196.36

F.G. = 198.06

1:-4.1

-0.020-0.031

-0.075-0.020 -0.088 -0.044

1:-5.0

-0.020-0.049

1:-3.6

-0.020 -0.020-0.060

-0.097-0.020 -0.079-0.076

1:-4.8

-0.020 -0.0201:-9.3

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLING

S. NEELY

S. NEELY


RO

WR

OW

RO

W

RO

WR

OW

RO

W

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF14 16

19f010xs.dgn

190

200

210

220

0 10 20 30-10-20-30

6+75.00

190

200

210

220

190

200

210

220

0 10 20 30-10-20-30

7+00.00

190

200

210

220

190

200

210

220

0 10 20 30-10-20-30

7+25.00

190

200

210

220

200

210

220

0 10 20 30-10-20-30

7+50.00

200

210

220

200

210

220

0 10 20 30-10-20-30

7+75.00

200

210

220


F.G. = 199.65

F.G. = 200.93

F.G. = 202.37

F.G. = 203.78

F.G. = 205.10

1:-9.60.001

-0.084

1:6.00.020 0.020

-0.088

1:3.40.020 0.020

-0.080

1:5.80.020

-0.056

0.094 0.013-0.045

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLING

S. NEELY

S. NEELY


RO

W

RO

WR

OW

RO

W

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF15 16

19f010xs.dgn

200

210

220

0 10 20 30-10-20-30

8+00.00

200

210

220

200

210

220

0 10 20 30-10-20-30

8+25.00

200

210

220

200

210

220

0 10 20 30-10-20-30

8+50.00

200

210

220

200

210

220

0 10 20 30-10-20-30

8+75.00

200

210

220

200

210

220

0 10 20 30-10-20-30

9+00.00

200

210

220

200

210

220

0 10 20 30-10-20-30

9+25.00

200

210

220


F.G. = 206.33

F.G. = 207.21

F.G. = 207.92

F.G. = 208.46

F.G. = 208.97

F.G. = 209.42

0.047 -0.020 -0.020-0.053

1:-9.5-0.020 -0.020

-0.014

1:-4.9 -0.020 -0.020

-0.021

1:-6.5 -0.020 -0.028

1:-7.1 -0.020 -0.034

-0.015 -0.020-0.037

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLINGS. NEELY

S. NEELY


RO

WR

OW

RO

W

RO

WR

OW

RO

W

2/28/2020

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF16 16

19f010xs.dgn

200

210

220

230

0 10 20 30-10-20-30

9+50.00

200

210

220

230

200

210

220

230

0 10 20 30-10-20-30

9+75.00

200

210

220

230

200

210

220

230

0 10 20 30-10-20-30

10+00.00

200

210

220

230

STA.9+50 TO STA.10+00

SHELBURNE

STP BP18(3)

E. ALLING

E. ALLING

S. NEELY

S. NEELY

RO

WR

OW

RO

W


Initials DateCalc'd By: CJW 2/11/2020Checked By: ENA 2/11/2020Revised By: CJW 2/28/2020Checked By: ENA 2/28/2020

Item No. Unit Unit Price Quantity $

201.10 CLEARING AND GRUBBING, INCLUDING INDIVIDUAL TREES AND STUMPS LS $15,000.00 1 $15,000.00203.15 COMMON EXCAVATION CY $20.00 290 $5,800.00204.20 TRENCH EXCAVATION OF EARTH CY $30.00 280 $8,400.00301.35 SUBBASE OF DENSE GRADED CRUSHED STONE CY $40.00 230 $9,200.00406.38 HAND-PLACED BITUMINOUS CONCRETE PAVEMENT, DRIVES SY $25.00 325 $8,125.00601.2615 18" CPEP(SL) LF $78.00 190 $14,820.00604.20 PRECAST REINFORCED CONCRETE CATCH BASIN WITH CAST IRON GRATE EACH $3,800.00 3 $11,400.00613.11 STONE FILL, TYPE II CY $45.00 6 $270.00616.28 CAST-IN-PLACE CONCRETE CURB, TYPE B LF $32.00 440 $14,080.00618.15 BITUMINOUS CONCRETE SIDEWALK TON $400.00 40 $16,000.00630.15 FLAGGERS HR $35.00 1000 $35,000.00635.11 MOBILIZATION/DEMOBILIZATION LS $38,607.60 1 $38,607.60641.11 TRAFFIC CONTROL, ALL-INCLUSIVE LS $10,000.00 1 $10,000.00651.35 TOPSOIL CY $36.00 125 $4,500.00900.645 SPECIAL PROVISION LANDSCAPING LS $5,000.00 1 $5,000.00900.645 SPECIAL PROVISION Bridge Timber Deck LS $115,000.00 1 $115,000.00900.645 SPECIAL PROVISION Bridge Erection LS $60,000.00 1 $60,000.00900.645 SPECIAL PROVISION Bridge Substructure LS $80,000.00 1 $80,000.00900.645 SPECIAL PROVISION Bridge Retaining Walls LS $45,000.00 1 $45,000.00900.645 SPECIAL PROVISION Bridge Excavation and Backfill LS $25,000.00 1 $25,000.00

Sub Total $521,203Contingencies ( 25%) $130,301

Total Opinion of Probable Construction Cost $651,503

Quantity Summary

SHELBURNE

STP BP18(3)

Item Description

55 Green Mountain DriveSouth Burlington, VT 05403Tel: (802) 864-0223

IRISH HILL ROAD SIDEWALK AND PEDESTRIAN BRIDGE

V:\1794\active\179450041\transportation\calculations\Sidewalk Quantities\Shelburne Quantity Book.xlsm

Seems odd how these bridge items are broken out. Usually, with a prefab bridge, the bridge itself is all one pay item and the abutments/retaining walls and their excavation are addressed separately. Why is the erection it's own pay item? Please revisit this.

seems low

TC Plan?

Documents

04-23-2020 - Vermont