HomeMy WebLinkAbout06/02/2022 - Kimball Ave & Marshall Ave over Muddy Br2
D
FAPB16
FAP
FAP
2
89
116
B14B15
Allen
2A
89
3
3
18
17
6
2
53
34 52
51
19
3
16 62
64
65 FAP69
74 73
78
78
76
76
75
75
83
B23
UMuddyBrookC16
SOUTH
BURLINGTON
WILLISTON
AIRPORT
INTERNATIONAL
BURLINGTONW
N
VT STATE PLANE GRID100+00
101+00 102+00 103+00 104+00 105+00 106+00
107+00
108+00
109+00
BROOKMUDDYKIMBALL AVENUE MARSHALL AVENUE
BURLINGTON (TH-12)
SOUTH WILLISTON
PROJECT NO.
1 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910TitleAS SHOWN910910ttl1
SHEET TITLE SHEET www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910ttl.dgn8:33:42 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTCANADA
ORLEANS
ESSEX
WASHINGTONLAMOILLEFRANKLINGRAND ISLEADDISONCHITTENDENORANGECALEDONIAWINDSORRUTLANDBENNINGTONWINDHAM
N
VT STATE PLANE GRIDNEW YORK
State of
MASSACHUSETTS
Commonwealth of
NEW HAMPSHIRE
State of
PROJECT LOCATION:
PROJECT DESCRIPTION:
PROJECT LOCATION
CHITTENDEN COUNTY
VERMONT
INDEX OF SHEETS
SHEET NO DESCRIPTION
TOWN OF WILLISTON
CITY OF SOUTH BURLINGTON
OVER MUDDY BROOK.
EASTERLY ALONG KIMBALL AVENUE AND MARSHALL AVENUE 0.02 MILES
BEGINNING 1.0 MILES EASTERLY OF KENNEDY DRIVE AND EXTENDING
INDEX OF STANDARDS
ROADWAY CROSS SECTIONS (11 OF 11)
ROADWAY CROSS SECTIONS (10 OF 11)
ROADWAY CROSS SECTIONS (9 OF 11)
ROADWAY CROSS SECTIONS (8 OF 11)
ROADWAY CROSS SECTIONS (7 OF 11)
ROADWAY CROSS SECTIONS (6 OF 11)
ROADWAY CROSS SECTIONS (5 OF 11)
ROADWAY CROSS SECTIONS (4 OF 11)
ROADWAY CROSS SECTIONS (3 OF 11)
ROADWAY CROSS SECTIONS (2 OF 11)
ROADWAY CROSS SECTIONS (1 OF 11)
PRECAST CONCRETE BRIDGE DETAILS (3 OF 3)
PRECAST CONCRETE BRIDGE DETAILS (2 OF 3)
PRECAST CONCRETE BRIDGE DETAILS (1 OF 3)
BRIDGE LAYOUT PLAN
FOOTING LAYOUT PLAN
WETLAND IMPACTS PLAN
SITE PLAN
GENERAL PLAN AND ELEVATION
DETOUR PLAN
ALIGNMENT, DRAINAGE, AND UTILITY PLAN (2 OF 2)
ALIGNMENT, DRAINAGE, AND UTILITY PLAN (1 OF 2)
ROADWAY PLAN AND PROFILE (2 OF 2)
ROADWAY PLAN AND PROFILE (1 OF 2)
BORING LOGS (2 OF 2)
BORING LOGS (1 OF 2)
BORING LOCATION PLAN
TIE SHEET
ROADWAY DETAILS
ROADWAY TYPICAL SECTIONS
EASEMENT PLAN (2 OF 2)
EASEMENT PLAN (1 OF 2)
PROJECT NOTES AND SUMMARY OF QUANTITIES
PROJECT NOTES
CONVENTIONAL SYMBOLOGY LEGEND
TITLE SHEET
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
BRIDGE REPLACEMENT
OVER MUDDY BROOK
MARSHALL AVENUE (TH-12, CLASS 2)
KIMBALL AVENUE AND
PLANS OF PROPOSED
VTRANS PROJECT NO. TAP TA20(7)
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
QUALITY ASSURANCE PROGRAM : LEVEL 3
CULVERT STRUCTURE AND 375 FEET OF SHARED USE PATH.
REPLACEMENT OF TEMPORARY BRIDGE OVER MUDDY BROOK WITH A BURIED
T-31
T-30
T-2
T-1
G-1D
G-1
PAVEMENT MARKING DETAILS
SILT FENCE
CHECK DAM, TYPE I
ROLLED EROSION CONTROL PRODUCT, TYPE I
GRATE WITH FRAME, TYPE D & E
PRECAST REINF CONC. MH-GRATES, CAST IRON
CONCRETE CATCH BASIN
STEEL OR IRON GRATES & COVERS (TYPE A)
CONSTRUCTION SIGN DETAILS
CONSTRUCTION SIGN DETAILS
TRAFFIC SIGN GENERAL NOTES
TEMPORARY TRAFFIC CONTROL GENERAL NOTES
BARRIER
FOR STEEL BEAM GUARDRAIL, STEEL BEAM MEDIAN
STEEL BEAM GUARDRAIL END TERMINALS, ANCHOR
STEEL BEAM GUARDRAIL WITH WOOD POSTS
STEEL BEAM GUARDRAIL WITH STEEL POSTS,
08/18/1995
04/07/2020
04/07/2020
04/07/2020
06/01/1994
01/03/2000
06/01/1994
08/06/2012
08/06/2012
04/25/2016
04/25/2016
03/10/2017
03/10/2017
E-193
E-15
E-11
E-10
D-15
D-13
D-11
3/17/21
PROJECT NO.
2 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910legAS SHOWN910910leg2
SHEET CONVENTIONAL SYMBOLOGY LEGEND www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910leg.dgn1:22:16 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTDITCH
FOUNDATION
GARDEN
HEDGE
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
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
ELECTRIC
CABLE+TELEPHONE
ELECTRIC+TELEPHONE
ELECTRIC+CABLE
CABLE+TELEPHONE
SANITARY SEWER (SEPTIC)
WATER LINE
GAS LINE
TELEPHONE
CABLE (TV)
ELECTRIC
CULVERT PROPOSED
BOTTOM OF DITCH L
STRUCTURE SUBSURFACE.SR SR SR
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
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
IPNF
BOUND SET
R.O.W. ABBREVIATIONS (CODES) & SYMBOLS
ORDINARY HIGH WATER (OHW)
WETLAND BUFFER ZONE
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
PROW PROPOSED ROW POINT
LENGTH LENGTH CARRIED ON NEXT SHEET
EXISTING ROW POINT
UTILITY (GENERIC-UNKNOWN)
UTILITY (GENERIC-UNKNOWN)
C
L L
PP
CZ
T&E
AG
HABITAT
FLOOD PLAIN
OHW
HISTORIC
HISTORIC DIST
ARCH
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
BENCHMARK
BOUND APPARENT LOCATION
SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY
IRON PIN FOUND
I.&
CHORD BEARING
CURVE EXTERNAL DISTANCE
CURVE LENGTH OF
CURVE TANGENT LENGTH
CURVE RADIUS 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
CB
E
L
T
R
D
BK
AH
STA
POE
POB
PRC
PCC
PT
CC
PI
PC
ELECTRIC+CABLE+TELEPHONE
ELECTRIC+CABLE+TELEPHONE
(T)
(P)
UE
SR
R.T.
R&REP
R&RES
PDF
LAND
I&M
HWY
EC
DRIVE
DR
DIT
D&C
CUL
CONST
CH
BF
TEMPORARY EASEMENT
PERMANENT EASEMENT
UTILITY EASEMENT
SLOPE RIGHT
RIGHT, TITLE, AND INTEREST
REMOVE & REPLACE
REMOVE & RESET
PROJECT DEMARCATION FENCE
LANDSCAPE EASEMENT
INSTALL & MAINTAIN EASEMENT
HIGHWAY EASEMENT
EROSION CONTROL
DRIVEWAY EASEMENT
DRAINAGE EASEMENT
DITCH EASEMENT
DISCONNECT & CONNECT
CULVERT EASEMENT
CONSTRUCTION EASEMENT
CHANNEL EASEMENT
BARRIER FENCE
TELEPHONE/TELECOM
PROJECT NO.
3 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910nts1AS SHOWN910910nts3
SHEET PROJECT NOTES www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910nts.dgn1:22:17 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT
PROJECT NO.
4 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910nts2AS SHOWN910910nts4
SHEET PROJECT NOTES AND SUMMARY OF QUANITIES www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910nts.dgn1:22:25 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT
PROJECT NO.
5 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910eas1AS SHOWN910910eas5
SHEET EASEMENT PLAN (1 OF 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCCPBD JAOK:\910910\2-CADD\CutSheets\910910eas.dgn1:22:44 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19100+00
101+00
102+00
103+00 104+00 105+00 WILLISTONBURLINGTONSOUTH PLPPL.
.
KIMBALL AVENUE
.W.O.R GNITSIXE ETAMIXORPPA
1
BRIDGE ABUTMENT (TYP)
EXISTING TEMPORARY
SCALE: 1" = 20'-0"
EASEMENT PLAN
LC CONSTRUCTION
UTILITIES (TYP)
EXISTING OVERHEAD
ROAD (TYP)
CONSTRUCTION ACCESS
LIMITS OF EXISITNG
TBM #3
CP#3
TBM #4
CP#4
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
(TYP)
OF PAVEMENT
EXISTING EDGE
(TYP)
OF PAVEMENT
PROPOSED EDGE
APPROXIMATE EXISTING R.O.W.
BRIDGE
PROPOSED
BASIN (TYP)
PROPOSED CATCH
(TYP)
OVERHEAD UTILITY
PROPOSED TEMPORARY
OVERHEAD UTILITY POLE
PROPOSED TEMPORARY
STA 103+63.94
PT
USE PATH
PROPOSED SHARED BROOKMUDDYEASEMENT
LIMITS OF PROPERTY
SEE SHEET 6 FOR
0740-00020
SOUTH BURLINGTON VT LLC
20 GREGORY DR
#20 GREGORY DRIVE
N/F
SOUTH BURLINGTON
CITY OF
N/F
SOUTH BURLINGTON
CITY OF
N/F
BURLINGTONSOUTH
WILLISTON
VERTICAL CONTROL (TBM) TABLE HORIZONTAL CONTROL POINT (CP) TABLE
NUMBER ELEVATION STATION & OFFSET DESCRIPTION STATION & OFFSETELEVATIONEASTINGNORTHINGNUMBER DESCRIPTION
E = 15.23'
L = 363.94'
T = 183.65'
R = 1100.00'
CURVE NO. 1
TBM #4
TBM #3
TBM #2
TBM #1
5/8" REBAR VSE CONTROL CAP
5/8" REBAR VSE CONTROL CAP
5/8" REBAR VSE CONTROL CAP
5/8" REBAR VSE CONTROL CAP
CP#4
CP#3
CP#2
CP#1
1472953.9500
1473374.0460
1473936.9370
1474223.9030
712720.3930
712717.1040
712423.7810
712410.2100
5/8" REBAR VSE CONTROL CAP
5/8" REBAR VSE CONTROL CAP
5/8" REBAR VSE CONTROL CAP
5/8" REBAR VSE CONTROL CAP
351.04
335.71
332.68
329.75
351.04
335.71
332.68
329.75
VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTEAST ROAD CURVE DATA
INFORMATION NOT AVAILABLE
107+98.97, RT 31.96'
101+74.11, LT 29.41'
110+76.31, LT 30.23'
INFORMATION NOT AVAILABLE
107+98.97, RT 31.96'
101+74.11, LT 29.41'
110+76.31, LT 30.23'
INFORMATION PROVIDED IN TABLES ABOVE IS FOR GENERAL LOCATION ONLY
NOTE LP
PROJECT NO.
6 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910eas2AS SHOWN910910eas6
SHEET EASEMENT PLAN (2 OF 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCCPBD JAOK:\910910\2-CADD\CutSheets\910910eas.dgn1:22:45 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19+
+
+
105+00 106+00
107+00
108+00
109+00
110+00
WILLISTONBURLINGTONSOUTH LPLPLPPL2
(TYP)
OF PAVEMENT
EXISTING EDGE
(TYP)
OF PAVEMENT
PROPOSED EDGE
EUNEVA LLAHSRAM
.W.O.R GNITSIXE ETAMIXORPPA
SCALE: 1" = 20'-0"
EASEMENT PLAN STA 109+56.09PCSTA 108+05.79PTTBM #1
CP#1
TBM #2
CP#2BROOKMUDDYSTA 105+98.88PCRT 53.00'
STA 107+10.00
RT 37.33'
STA 108+27.00
RT 37.00'
STA 107+76.00
RT 33.10'
STA 107+28.00
RT 30.23'
STA 107+76.00
RT 39.45'
STA 106+74.00
RT 53.00'
STA 106+91.00
BRIDGE
PROPOSED
BRIDGE ABUTMENT (TYP)
EXISTING TEMPORARY
OVERHEAD UTILITY POLE
PROPOSED TEMPORARY
RT 85.85'
STA 105+24.00
RT 85.90'
STA 104+90.11
BASIN (TYP)
PROPOSED CATCH
EASEMENT
LIMITS OF PROPERTY
SEE SHEET 6 FOR
.W.O.R GNITSIXE ETAMIXORPPA
SEE NOTE 3
DRIVEWAY APRON
EDGE OF PAVED
SEE NOTE 2 BELOW
(TRANSITION TO EXISTING).
LIMIT OF NEW GRAVEL DRIVE
PAVEMENT (TYP)
EDGE OF
OVERHEAD UTILITY (TYP)
PROPOSED TEMPORARY
USE PATH
EDGE OF SHARED
SHOULDER
EDGE OF GRAVEL
RT 99.84'
STA 104+81.00
BEGIN ROW PROJECT
RT 23.37'
STA 108+29.32
END ROW PROJECT
SLOPE (T)
CONST (T)
CONST (T)
CONST (T)
SOUTH BURLINGTON
CITY OF
N/F
07-016-040.000
BURNETT, WAYNE A. & JEAN V.
#1600 MARSHALL AVENUE
N/F
07-069-045.000
JANUARY HOLDINGS LLC
#1417 MARSHALL AVENUE
N/F
DRIVE (T)
07-016-038.000
ROONEY, MICHAEL P.
#599 SHUNPIKE ROAD
N/F
07-069-047.000
TERRY SHEPARD AND MARY ANN SHEPARD
#1655 MARSHALL AVENUE
1
WILLISTON
BURLINGTON
SOUTH
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
NOTES
LEGEND
TEMPORARY SLOPE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
EAST ROAD CURVE DATA
E = 5.98'
L = 206.91'
T = 103.91'
R = 900.00'
CURVE NO. 2 VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT
NEEDED TO COLLECT ROADWAY DRAINAGE FROM NEWLY CROWNED ROADWAY.
REGRADING A NEW SWALE BETWEEN STATIONS 107+50 AND 108+25. NEW DRAINAGE SWALE IS
NEW DRIVEWAY CULVERT AT 1655 MARSHALL AVENUE AND TEMPORARY EASEMENT AREA FOR 3.
FROM THE EDGE OF ROADWAY TO TIE INTO EXISTING GRADE.
GRAVEL DRIVE FINISHED WITH 3" AGGREGATE SURFACE COURSE. DRIVEWAY IS SLOPED AT 2%
DRIVEWAY AT 1655 MARSHALL AVE TO INCLUDE A 5' PAVED APRON AND THE REST WILL BE A 2.
FOR VERTICAL AND HORIZONTAL CONTROL TABLES, SEE SHEET 5.1.
TEMPORARY DRIVEWAY EASEMENT
CULVERT
PROPOSED DRIVEWAY
SLOPE (T)LP
PROJECT NO.
7 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910typ01AS SHOWN910910typNLC7
SHEET ROADWAY TYPICAL SECTIONS www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910typ.dgn1:22:51 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTVARIESVARIES
R.O.W.
EXISTING
APPROXIMATE
R.O.W.
EXISTING
APPROXIMATE
GRADE
FINISHED VARIES VARIES
STD G-1
GALVANIZED,
GUARDRAIL,
STEEL BEAM
(TYP)
4" TOPSOIL
EXISTING GROUND
NOT TO SCALE
COMMON EXCAVATION
(TYP)
BREAK
SLOPE
STA 103+44 TO STA 106+16
1:-2 (MAX)
GRAVEL, COARSE GRADED
18" SUBBASE OF CRUSHED
VARIES
VARIES
KIMBALL/MARSHALL AVE TYPICAL SECTION
KIMBALL/MARSHALL AVENUE
CONSTRUCTIONCL
3'-7"
SHARED USE PATH
10'-0"
CLEAR ZONE
15'-0"
CLEAR ZONE
15'-0"
2'-7"
1:41
:-4
-0.020
-0.020
GRAVEL, COARSE GRADED
24" SUBBASE OF CRUSHED
SHLDR
4'-0"
SHLDR
4'-0"
-0.020VARIES
4" TOPSOIL
1'-0"
NOTES
13'-0" (MAX)
11'-0" (MIN)
TRAVEL WAY
12'-1" (MAX)
11'-0" (MIN)
TRAVEL WAY
25'-0" (MAX)
4'-0" (MIN)
GREENSPACE
1:-1.5 (MAX)
(MAX)
3'-6"
(MIN)
2'-0"
VARIES
DIRECTED BY THE ENGINEER.
PAVEMENT AND 0.08 GAL/SY ON COLD PLANED SURFACES AS
0.025 GAL/SY BETWEEN SUCCESSIVE COURSES OF NEW
EMULSIFIED ASPHALT IS TO BE APPLIED AT A RATE OF 3.
2.5" TYPE IIS BASE COURSE
2.5" TYPE 11S BINDER COURSE
1.5" TYPE IVS WEARING COURSE OVER
CONSIST OF THE FOLLOWING:
6.5" MARSHALL BITUMINOUS CONCRETE PAVEMENT SHALL 2.
IN LOCATIONS.
ROADWAY PLAN FOR LOCATION OF GUARDRAIL AND SLOPE TIE
OF TYPICAL ROADWAY MATERIALS AND SLOPES. REFER TO THE
ROADWAY TYPICAL SECTION IS A GENERAL REPRESENTATION 1.
STA 102+50 TO STA 108+00
NOT TO SCALE
STA 102+50 TO STA 108+00
NOT TO SCALE
GRADE
FINISHED COMMON EXCAVATION
GRAVEL, COARSE GRADED
18" SUBBASE OF CRUSHED
KIMBALL/MARSHALL AVENUE
CONSTRUCTIONCL
SHLDR
4'-0"
SHLDR
4'-0"
PAVEMENT
CONCRETE
BITUMINOUS
6.5" MARSHALL
16'-0" (MAX)
11'-0" (MIN)
TRAVEL WAY
16'-0" (MAX)
11'-2" (MIN)
TRAVEL WAY
STA 102+50 TO STA 103+44
NOT TO SCALE
GRADE
FINISHED GRAVEL, COARSE GRADED
18" SUBBASE OF CRUSHED
KIMBALL/MARSHALL AVENUE
CONSTRUCTIONCL
SHLDR
4'-0"
SHLDR
4'-0"
PAVEMENT
CONCRETE
BITUMINOUS
6.5" MARSHALL
13'-0" (MAX)
11'-0" (MIN)
TRAVEL WAY
12'-1" (MAX)
11'-0" (MIN)
TRAVEL WAY
STA 106+16 TO STA 108+00
NOT TO SCALE
VARIES
0.064 (MAX)-0.044 (MAX)
(MAX)
-0.020
COMMON EXCAVATION
(MAX)
0.064
0.064 (MAX)-0.044 (MAX)
(MAX)
-0.044
KIMBALL AVE SUPERELEVATION SECTION MARSHALL AVE SUPERELEVATION SECTION
0.032 (MAX)
0.032 (MAX)-0.032 (MAX)
-0.032 (MAX)(MAX)
-0.032
(MAX)
-0.032
BORROW
SAND
BORROW
SAND
SHOULDERS
6" AGGREGATE
SHOULDERS
6" AGGREGATE PAVEMENT
CONCRETE
BITUMINOUS
6.5" SUPERPAVE
PAVEMENT
CONCRETE
BITUMINOUS
4" SUPERPAVE
SHEET 8
SEE DETAILS ON
PLANK RAIL FENCE,
1'-0"
SUBBASE
- AGGREGATE SURFACE COURSE
- PAVEMENT (TOTAL THICKNESS)
SURFACE
+/- 1"
+/- •"
+/- ‚"
MATERIAL TOLERANCES
PROJECT NO.
8 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910typ02AS SHOWN910910typNLC8
SHEET ROADWAY DETAILS www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910typ.dgn1:22:51 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTNOT TO SCALE
KIMBALL/MARSHALL AVE MATERIAL TRANSITION DETAIL
SUBBASE TRANSITION
37'-6"
SUBBASE TRANSITION
37'-6"BEGIN PROJECTBEGIN APPROACHEND PROJECTEND APPROACHFINISHED GRADE FINISHED GRADESTA 101+90STA 102+50STA 108+00STA 108+501
:2
5 1:25
COARSE GRADED
CRUSHED GRAVEL
18" SUBBASE OF
COARSE GRADED
CRUSHED GRAVEL
18" SUBBASE OF
1•" WEARING COURSE
5'-0"
5'-0"
2•" BINDER COURSE
2•" BASE COURSE
NOT TO SCALE
SUBBASE TRANSITION
10'-0"LIMIT OF WORKFINISHED GRADESTA 102+00STA 102+151:
5
COARSE GRADED
CRUSHED GRAVEL
24" SUBBASE OF
2" WEARING COURSE
2" BASE COURSE
SHARED USE PATH MATERIAL TRANSITION DETAIL
NOT TO SCALE
SLOPE STABILIZATION DETAIL2'-0"4'-0"
STONE FILL TYPE I 1'-0"GRADE
FINISHED
EXISTING GROUND
NOTES
DRIVEWAY DETAIL
NOT TO SCALE
STA 107+00, RTGRAVEL, COARSE GRADED
18" SUBBASE OF CRUSHED
PAVEMENT
CONCRETE
BITUMINOUS
6.5" MARSHALL
35'-7" (MAX)
(TYP)
SURFACE COURSE
3" AGGREGATE
-0.020
-0.020
EXISTING GROUND
GRAVEL, COARSE GRADED
12" SUBBASE OF CRUSHED
ROADWAY
EDGE OF
PAVEMENT
CONCRETE
BITUMINOUS
2" MARSHALL
5'-0"
NOT TO SCALE
ELEVATIONSECTION 3'-6"POST
6" x 6"
(TYP)
PLANKS
2" x 8"
10'-0"
5'-0"
1'-0"
3" (MIN)
GROUND
EXISTING
GROUND
EXISTING
PEDESTRIAN FENCE DETAIL (ITEM 620.45)
PIPE OUTLET AT STA. 107+40)
PLACE GRUBBING MATERIAL BELOW
GRUBBING MATERIAL (DO NOT
SLOPE STABILIZATION
GRAVEL FILTER FOR
FENCE NOTES
OF THE FENCE.
INDIVIDUAL RAIL LENGTH MAY BE REDUCED TO ACCOMODATE THE END 4.
…INCH PILOT HOLE FOR THE LENGTH OF THE THREAD.
• INCH DIAMETER PILOT HOLE FOR THE LENGTH OF THE SHAFT AND
THE RAIL POST OR SCREW. PILOT HOLES SHOULD BE STEPPED WITH
TO ATTACHING THE RAILS TO THE POSTS TO PREVENT BREAKAGE OF
PILOT HOLES SHOULD BE DRILLED, IN THE RAIL AND POSTS, PRIOR 3.
POST AND RAIL DIMENSIONS ARE SHOWN IN NOMINAL DIMENSIONS.2.
SECTION 728.
POSTS, RAILS, AND LAG SCREWS SHALL BE IN ACCORDANCE WITH 1.
SAND BORROW
DEPTHS
FOR MATERIALS AND
SEE TYPICAL SECTION
6"
2"
2ƒ"
3†"
"1•
WASHER (TYP)
•" FLAT
LAG SCREW WITH
•" x 6" HEX
2ƒ"
3†"
1•"2ƒ"
3†"
1•"
ATTACHMENT DETAIL
INTERMEDIATE POST
ATTACHMENT DETAIL
END POST
ATTACHMENT DETAIL
SPLICE POST
MILLING
COARSE-
22'-6"
COARSE-
12'-6"
MILLING
COARSE-
5'-0"
MILLING
STONE FILL. THE REMOVAL OF THE EXISTING STONE IS SUBSIDIARY TO THE NEW STONE.
FINAL IN PLACE VOLUMES ARE 376 CY FOR TYPE I STONE FILL AND 173 CY FOR TYPE II
STONE AND 900 CY TYPE II STONE - SEE NOVEMBER 2019 PLANS FOR MORE INFORMATION).
INSTALLED DURING 2019 EMERGENCY STABILIZATION PROJECT (APPROX. 200 CY TYPE I
CONTRACTOR MAY REUSE TYPE I AND TYPE II STONE FROM EXISTING EMBANKMENTS 1.
CONSTRUCTION.
SUBSIDIARY TO RESPECTIVE PAY ITEMS FOR SLOPE
DETERMINED. ASSOCIATED COSTS ARE CONSIDERED
ESTIMATES AS THIS RAMP IS CONTRACTOR
BACKFILL QUANTITIES NOT INCLUDED IN ENGINEERING
EMBANKMENT CONSTRUCTION. EXCAVATION AND
EXAMPLE CONSTRUCTION ACCESS RAMP SHOWN FOR
PROPOSED STONE FILL
STONE SUBSIDIARY TO
REMOVAL OF EXISTING
EL = 308.00
(MIN) 2'-0"HIGH WATER
ORDINARY
APPROXIMATE
EXCAVATION
COMMON
1:-1.5 (MAX)ITEM 620.45)
(SUBSIDIARY TO
FINE GRADED
CRUSHED GRAVEL,
3'-0" (TYP)
MINIMUM OF
EMBED POST A
ITEM 620.45) (TYP)
CONNECTION (SUBSIDIARY TO
(2) PER PLANK AT EACH POST
(BOLT HEAD FLUSH WITH PLANK FACE)
FLAT WASHER (TYP), COUNTERSUNK
•" x 6" HEX LAG SCREW WITH •"
TYPE II
STONE FILL
APPROVED BY THE ENGINEER
VTRANS SPECIFICATION 203.11 AND
EMBANKMENT CONSTRUCTION PER
SLOPE SHALL BE BENCHED DURING
DATUM
VERTICAL
HORIZONTALTRAVERSE TIESADJUSTMENT
N
VT STATE PLANE GRIDHVCTRL #2HVCTRL #1
N
VT STATE PLANE GRIDHVCTRL #3
N
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRID
* SURVEY COMPLETED: NOVEMBER 8, 2019 BY VERMONT SURVEY & ENGINEERING, INC.
NAD 83 SPC 35.0'48.6'10.7'
52.7'
65.7'23.5'59.2'64.2'99.1'
1
4.
9'76
.8'31.8'
HVCTRL #4 HVCTRL #5
HVCTRL #6
61.1'42.6'
9.
4'
HVCTRL #7
N
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRIDALIGNMENT TIESN
VT STATE PLANE GRID
NAVD 88
+
109+00
110+00STA 109+56.09PCPI STA 101+83.65
PT STA 103+63.94 PC STA 105+98.88 PI STA 107+02.79 PT STA 108+05.79 PC STA 109+56.09
NORTH = 712603.0470
EAST = 1473634.0070
ELEV. = 317.89
NORTH = 712647.0430
EAST = 1473700.5100
ELEV. = 296.08
NORTH = 712670.1599
EAST = 1473696.5284
ELEV. = 295.26 63.4'64.2'
94
.5'
NORTH = 712679.4320
EAST = 1473694.0660
ELEV. = 295.14
NORTH = 712423.7810
EAST = 1473936.9370
ELEV. = 332.25
NORTH = 712450.6960
EAST = 1473820.8000
ELEV. = 324.97
NORTH = 712518.3970
EAST = 1473599.2410
ELEV. = 303.66
NORTH = 712701.2707
EAST = 1473377.8752
NORTH = 712622.0063
EAST = 1473543.5395
NORTH = 712520.6065
EAST = 1473755.4672
NORTH = 712475.7572
EAST = 1473849.2033
NORTH = 712453.4484
EAST = 1473950.6934
NORTH = 712421.1820
EAST = 1474097.4841
N
VT STATE PLANE GRID#4
HVCTRL
#3
HVCTRL
#2
HVCTRL
#2
HVCTRL
#3
HVCTRL
4400 VT
+
100+00
STA 100+00.00PCNORTH = 712722.4193
EAST = 1473195.4465
PC STA 100+00.00
N
VT STATE PLANE GRIDPC LOCATED BEYOND SURVEY LIMITS320320320320 +
108+00
S77
°36'10"E
107+00STA 107+02.79PICURVE NO. 2310320 N
VT STATE PLANE GRID63.8
'45.0'
18.3'102+00STA 101+83.65PIS83°23'14"E
330330.102+00STA 101+83.65PIS83°23'14"E
330330.+103+00104+00STA 103+63.94PTCURVE NO. 1+106+00STA 105+98.88PCE = 5.98'L = 206.91'T = 103.91'R = 900.00'CURVE NO. 2 DATACURVE NO. 2320107+00STA 107+02.79PICURVE NO. 2310320
+
108+00 STA 108+05.79PTS77
°36'10"E
PROJECT NO.
9 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLCTiesAS SHOWN910910tieNLC9
SHEET TIE SHEET www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910tie.dgn1:22:58 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTPINE
14"
SLEEVE
4" PVC
BM:
MARKER
CONC.
4"x4"
MARKER
CONC.
4"x4"
MARKER
CONC.
4"x4"
MARKER
CONC.
4"x4"
DATUM
VERTICAL
HORIZONTALTRAVERSE TIESADJUSTMENT
N
VT STATE PLANE GRIDHVCTRL #2HVCTRL #1
N
VT STATE PLANE GRIDHVCTRL #3
N
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRID
* SURVEY COMPLETED: NOVEMBER 8, 2019 BY VERMONT SURVEY & ENGINEERING, INC.
NAD 83 SPC 35.0'48.6'10.7'
52.7'
65.7'23.5'59.2'64.2'99.1'
1
4.
9'76
.8'31.8'
HVCTRL #4 HVCTRL #5
HVCTRL #6
61.1'42.6'
9.
4'
HVCTRL #7
N
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRIDN
VT STATE PLANE GRIDALIGNMENT TIESN
VT STATE PLANE GRID
NAVD 88
+
109+00
110+00STA 109+56.09PCPI STA 101+83.65
PT STA 103+63.94 PC STA 105+98.88 PI STA 107+02.79 PT STA 108+05.79 PC STA 109+56.09
NORTH = 712603.0470
EAST = 1473634.0070
ELEV. = 317.89
NORTH = 712647.0430
EAST = 1473700.5100
ELEV. = 296.08
NORTH = 712670.1599
EAST = 1473696.5284
ELEV. = 295.26 63.4'64.2'
94
.5'
NORTH = 712679.4320
EAST = 1473694.0660
ELEV. = 295.14
NORTH = 712423.7810
EAST = 1473936.9370
ELEV. = 332.25
NORTH = 712450.6960
EAST = 1473820.8000
ELEV. = 324.97
NORTH = 712518.3970
EAST = 1473599.2410
ELEV. = 303.66
NORTH = 712701.2707
EAST = 1473377.8752
NORTH = 712622.0063
EAST = 1473543.5395
NORTH = 712520.6065
EAST = 1473755.4672
NORTH = 712475.7572
EAST = 1473849.2033
NORTH = 712453.4484
EAST = 1473950.6934
NORTH = 712421.1820
EAST = 1474097.4841
N
VT STATE PLANE GRID#4
HVCTRL
#3
HVCTRL
#2
HVCTRL
#2
HVCTRL
#3
HVCTRL
4400 VT
+
100+00
STA 100+00.00PCNORTH = 712722.4193
EAST = 1473195.4465
PC STA 100+00.00
N
VT STATE PLANE GRIDPC LOCATED BEYOND SURVEY LIMITS320320320320 +
108+00
S77
°36'10"E
107+00STA 107+02.79PICURVE NO. 2310320 N
VT STATE PLANE GRID63.8
'45.0'
18.3'102+00STA 101+83.65PIS83°23'14"E
330330.102+00STA 101+83.65PIS83°23'14"E
330330.+103+00104+00STA 103+63.94PTCURVE NO. 1+106+00STA 105+98.88PCE = 5.98'L = 206.91'T = 103.91'R = 900.00'CURVE NO. 2 DATACURVE NO. 2320107+00STA 107+02.79PICURVE NO. 2310320
+
108+00 STA 108+05.79PTS77
°36'10"E
PROJECT NO.
9 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLCTiesAS SHOWN910910tieNLC9
SHEET TIE SHEET www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910tie.dgn1:22:58 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTPINE
14"
SLEEVE
4" PVC
BM:
MARKER
CONC.
4"x4"
MARKER
CONC.
4"x4"
MARKER
CONC.
4"x4"
MARKER
CONC.
4"x4"
335.64
712717.1040
1473374.0460
712421.1821
Hoyle Tanner Note:
R1 - Clouded changes in red reflect revisions
to Ties as coordinate with Contractor on
5/27/2021.
PROJECT NO.
10 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910borAS SHOWN910910bor10
SHEET BORING LOCATION PLAN www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910bor.dgn1:23:07 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT300300300300300300300 310310310310310310
320
320320 320320320
320
320_ wet
_ wet_ wet
104+00 105+00 106+00
107+00
B-101
B-102
B-101
B-102
SCALE: 1" = 20'-0"
BORING LOCATION PLAN
L
(TYP)
OF PAVEMENT
EXISTING EDGE
(TYP)
EDGE OF BROOK
C CONSTRUCTION
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
KIMBALL AVENUE
EUNEVA LLAHSRAM
Approximate Existing R.O.W.
Approximate Existing R.O.W.
BRIDGE
PROPOSED
ABUTMENT (TYP)
EXISTING BRIDGE BROOKMUDDY (TYP)
FOOTING
WINGWALL
PROPOSED
FOOTING (TYP)
PROPOSED BRIDGE
UTILITIES (TYP)
EXISTING OVERHEAD
UTILITIES (TYP)
UNDERGROUND
EXISTING
BURLINGTON
SOUTH
WILLISTON
or judgment by the Contractor.
interpretation, independent analysis
personal investigation, independent
is not intended as a substitute for
tion is presented in good faith and
the Agency. The subsurface informa-
access to the same data available to
intended to provide the Contractor
the information in the Contract is
estimating purposes. Presentation of
interpreted for Agency design and
surface data was performed and
Analysis and interpretation of sub-
face information presented herein.
exercised in preparing the subsur-
Engineering judgment was
1.
2.
3.
4.
5.
6.
Moisture Content (Dry Wgt. Basis)
7.
meters and survey feet.
Grid North American Datum 1983 in
are shown in Vermont State Plane
Northing and Easting coordinates
Subsurface Investigations, 1988.
defined in the AASHTO Manual on
discontinuities in the bedrock is
fractures, joints and other
weathering, and spacing of
describe the hardness, degree of
Terminology used on boring logs to
portray final contract details.
only and may not accurately
profile are for illustrative purposes
the boring plan layout or soils
Pictorial structure details shown on
VTSPG NAD83 - See Note 7
Top of Ledge Or Boulder
ROCK QUALITY DESIGNATION
SHEAR STRENGTH
N TERM
DESCRIPTIVE
(GRANULAR SOILS)
DENSITY
(COHESIVE SOILS)
CONSISTENCY
N TERM
DESCRIPTIVE
A7
A6
A5
A4
A2
A3
A1
AASHTO
Very Loose
Loose
Med. Dense
Dense
Very Dense
Very Soft
Soft
Med. Stiff
Stiff
Very Stiff
Hard
Very Hard
GENERAL NOTES
COLOR
Orange
Light
Green
Gray
Dark
Brown
Blue
Black
Multicolored
Yellow
White
Tan
Red
Purple
Pink
SOIL CLASSIFICATION
DEFINITIONS
COBBLE
BOULDER
GRAVEL
BEDROCK (LEDGE)
SILT
CLAY
SAND
VARVED
HARDPAN
MUCK
MOISTURE CONTENT
FLOWING SAND
STRIKE
DIP
TO DENSITY/CONSISTENCY
CORRELATION GUIDE OF "N"
mltc
yel
wh
tn
rd
pu
pnk
12 inches.
- Rock in its native
- A rock fragment with an
- Rock fragments with an
average dimension > 12 inches.
average dimension between 3 and
- Rounded particles of rock
able strength when air-dried.
no strength when air-dried.
or slightly plastic and exhibits
- Fine grained soil, exhibits
plasticity when moist and consider-
- Alternate layers of silt
- Granular soil so
and clay.
- Extremely dense soil,
cemented layer, not softened
when wet.
- Weight of water
- Inclination of bed with a
into drill casing during extraction
- Angle from magnetic north
of wash rod.
to line of intersection of bed
with a horizontal plane.
saturated (loose) that it flows
Clayey Soil - Highly Compressible
Clayey Soil - Low Compressibility
Silty Soil - Highly Compressible
Silty Soil - Low Compressibility
Silty or Clayey Gravel and Sand
Fine Sand
Gravel and Sand
>50
25-50
11-24
5-10
<5
>60
31-60
16-30
9-15
5-8
2-4
<2
<250
250-500
>4000
500-1000
1000-2000
2000-4000
IN P.S.F.
ROCK
DESCRIPTION
CONSISTENCY
UNDRAINED
SHEAR STRENGTH
Very Poor
Poor
Fair
Good
Excellent
Soft
Very Soft
Med. Stiff
Stiff
Hard
Very Stiff
- Particles of rock < 0.0787"
< 3" and > 0.0787" (#10 sieve).
(#10 sieve) and > 0.0029" (#200 sieve).
- Soil < 0.0029" (#200 sieve), non
(AASHTO)
horizontal plane.
divided by dry weight of soil.
COMMONLY USED SYMBOLS
- Soft organic soil (containing
> 10% organic material.
Water Elevation
Standard Penetration Boring
Auger Boring
Rod Sounding
Sample
Standard Penetration Test
Blow Count Per Foot For:
2" O. D. Sampler
1 …" I. D. Sampler
Hammer Weight Of 140 Lbs.
Hammer Fall Of 30"
Field Vane Shear Test
S
N
Can Not Penetrate Further
No Ledge To Depth
Ledge
No Recovery
Percent Recovery
Recovery
Rock Quality Designation
California Bearing Ratio
NP
PI
PL
LL
M
NX
BX
AX
HSA
WA
MD
DC
B
Wash Ahead
Mud Drill
Diamond Core
Blast
Core Size 1 „"
Hollow Stem Auger
Core Size 2 „"
Core Size 1 †"
Plastic Limit
Liquid Limit
Non Plastic
Plasticity Index
Sat
W
MTW
M
D
Saturated
Wet
Moist To Wet
Moist
Dry
Double Tube Core Barrel Used
US
VS
Undisturbed Soil Sample
Bo
Gr
Sa
Si
Cl
HP
Le
NLTD
CNPF
TLOB
Boulder
Gravel
Sand
Silt
Clay
Hardpan
NR
Rec.
%Rec.
RQD
CBR
<Less Than
>Greater Than
location of indefinite thickness.
R.Q.D. (%)
>90
76 to 90
51 to 75
25 to 50
<25
R Refusal (N 100)>
or
lt
gn
gry
dk
brn
bl
blk
NO.
HOLE OFFSET
TLOB
ELEV.
BORING CHART
STATION
SURV.
ELEV.
GROUND
104+82
104+92
NONE
244.70
295.00
295.00
NORTHING EASTING
712540.4509
712603.7281
1473635.7294
1473676.6205
and other factors.
ing rainfall, methods of exploration
may vary according to the prevail-
ed at the time of exploration and
conditions indicated are as record-
Observed water levels and/or
boring or sample locations.
encountered between individual
surface conditions that may be
reflect actual variations in sub-
the Agency and may not necessarily
available subsurface information by
engineering interpretation from
ties and descriptions are based on
Soil and rock classifications, proper-
by TERRACON CONSULTANTS, INC.
were made between 2-25-2020 and 2-27-2020
The subsurface explorations shown herein
34 RT
41 LT
B-102
B-101
PROJECT NO.
11 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910log1AS SHOWN910910log11
SHEET BORING LOGS (1 of 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910log.dgn1:23:10 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTNOT TO SCALE
BORING LOGSEL 290.00BOTTOM OF PILE CAPEL 235.00ESTIMATED PILE TIP
PROJECT NO.
12 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910log2AS SHOWN910910log12
SHEET BORING LOGS (2 of 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910log.dgn1:23:15 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTNOT TO SCALE
BORING LOGSEL 290.00BOTTOM OF PILE CAPEL 235.00ESTIMATED PILE TIP
PROJECT NO.
13 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910bdr1AS SHOWN910910bdrNLC13
SHEET ROADWAY PLAN AND PROFILE (1 OF 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910bdr.dgn1:23:30 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT290
300
310
320
330
340
350350
101+00101+25101+50101+75102+00102+25102+50102+75103+00103+25103+50103+75104+00104+25104+50104+75105+00105+25105+50105+75106+00106+25332.72331.65330.58329.51328.49327.56326.72325.98325.33324.77324.31323.94323.67323.49323.41323.42323.54336.8335.8334.8333.7332.7331.7330.7329.7328.7327.7326.7325.7325.2324.6319.2317.5293.7297.1314.9319.6323.2323.4PVI 102+00.00
ELEV 332.72
PVC 102+75.00ELEV 329.51PVI 103+85.00
ELEV 324.80 PVCC 104+95.00ELEV 323.71MATCH EXISTING
L =220.00 FT
HSD =364 FT
K =67
HSD =309 FT
K =64
L =280.00 FT
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
KIMBALL/MARSHALL AVE PROFILE
280
290
300
310
320
330
340
350350
323.75GRADE
FINISHED
GROUND
EXISTING
STA. 101+90
BEGIN APPROACH
STA. 102+50
BEGIN PROJECT
-4.2829%
-1.9646%
280
NAD83
ELEV 323.40
PVI 105+59.17
LOW POINT
STRUCTURE
PROPOSED
++
101+00
102+00
103+00 104+00 105+00 106+00STA 105+98.88PCSTA 101+83.65PISTA 103+63.94
PT WILLISTONBURLINGTONSOUTH LP.
.
B-101
B-102
B-101
B-102
STA 102+50
BEGIN PROJECT
STA 101+90
BEGIN APPROACH
11.0'
11.0'
4.0'
4.0'
PAVEMENT (TYP)
PROPOSED EDGE OF
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
C CONSTRUCTIONL
STA 102+50, LT 14.1' - STA 103+33, LT 11.0'
STA 102+50, RT 14.3' - STA 103+64, RT 11.0'
ROADWAY TAPER NOTES
KIMBALL AVENUE
(TYP)
SLOPE BREAK
APPROXIMATE EXISTING R.O.W.
APPROXIMATE EXISTING R.O.W.
USE PATH
EXISTING SHARED
10.0'
STRUCTURE
PROPOSED
REMOVE CURB
LIMIT OF WORK
BROOK
EDGE OF
PAVEMENT (TYP)
EXISTING EDGE OF
REMOVE CURB
EDGE OF WETLANDSBROOKMUDDY HVCTRL #7
HVCTRL #1
HVCTRL #2
HVCTRL #3
HVCTRL #4
102+25
CURB TO STA.
RETAIN EXISTING
EDGE OF WETLANDS
102+25
RETAIN EXISTING CURB TO STA.
PROPOSED SHARED USE PATH (TYP)
TOPSOIL AND SEED.
COVERED WITH 4"
ACCESS ROAD TO BE
EXISTING CONSTRUCTION
TOPSOIL AND SEED.
COVERED WITH 4"
ACCESS ROAD TO BE
EXISTING CONSTRUCTION
REMOVE SIGN
REMOVE & RESET SIGN
REMOVE SIGNS
REMOVE & RESET SIGN
SIGN
RESET
REMOVE &
STA 103+33.2, LT. 21.0' - STA 103+45.3, LT. 15.2'
(VAOT STANDARD DRAWING G-1D)
STEEL BEAM GUARDRAIL END TERMINAL
STA 103+45.3, LT. 15.2' - STA 107+22.1, LT. 15.0'
STEEL BEAM GUARDRAIL, GALVANIZED
DRIVE
WITH COMMUNITY
TO INTERSECTION
TOPSOIL AND SEED
REPLACE WITH 4"
PAVEMENTS)AND
SURFACES AND
(EXCAVATION OF
REMOVE SIDEWALK
SIGN
REMOVE
BURLINGTONSOUTH
SCALE: 1" = 20'
ROADWAY PLAN MATCHLINE STA 106+25GRADES SHOWN TO THE NEAREST HUNDREDTH ARE FINISHED GRADE.2.
GRADES SHOWN TO THE NEAREST TENTH ARE EXISTING GROUND.1.
NOTES
PROJECT NO.
14 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910bdr2AS SHOWN910910bdrNLC14
SHEET ROADWAY PLAN AND PROFILE (2 OF 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910bdr.dgn1:23:30 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT280
290
300
310
320
330
340
350350
106+50106+75107+00107+25107+50107+75108+00108+25108+50108+75109+00109+25109+50109+75110+00110+25110+50323.75324.06324.47324.98325.59326.29327.09323.8324.2324.9325.5326.4327.3328.0328.7329.1329.5329.7329.8329.8329.7329.6PVI 106+35.00
ELEV 322.33
PVRC 107+75.00ELEV 327.09HSD =309 FT
K =64
L =280.00 FT
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
KIMBALL/MARSHALL AVE PROFILE
280
290
300
310
320
330
340
350350
106+25323.4GRADE
FINISHED
GROUND
EXISTING
STA. 108+50
END APPROACH
STA. 108+00
END PROJECT
MATCH EXISTING
6.7115%328.00328.70329.10+
+
+
107+00
108+00
109+00
110+00
111+00
112+00STA 108+05.79PTSTA 109+56.09PCSTA 111+81.54PTSTA 107+02.79
PI
STA 110+70.42
PI
LPLPSTA 108+50
END APPROACH
STA 108+00
END PROJECT
11.0'
11.0'
4.0'
4.0'
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
C CONSTRUCTIONL
STA 107+44, LT 11.0' - STA 108+00, LT 13.0'
STA 107+46, RT 11.0' - STA 108+00, RT 12.1'
ROADWAY TAPER NOTES
PAVEMENT (TYP)
EXISTING EDGE OF
MARSHALL AVENUE
APPROXIMATE EXISTING R.O.W.
APPROXIMATE EXISTING R.O.W.
REMOVE CURB
CURB
REMOVE
END SHARED USE PATH
#6
HVCTRL
HVCTRL #5
R = 50'
SIGN
RESET
REMOVE &
SIGN
REMOVE
SIGN
REMOVE & RESET
SIGNS
REMOVE
SIGN
REMOVE & RESET
STA 107+22.1, LT. 15.0' - STA 107+34.9, LT. 20.4'
(VAOT STANDARD DRAWING G-1D)
STEEL BEAM GUARDRAIL END TERMINAL
WILLISTON
NOT TO SCALE
REMOVABLE BOLLARD DETAIL
STEEL HINGING LID
WITH STAINLESS
EMBEDMENT SLEEVE
GALVANIZED STEEL
LOCK
RESISTANT
WEATHER
ITEMS
ROADWAY
ITEM 619.14)
(INCLUDED IN
CLASS A)
CONCRETE
TO ITEM 541.22,
(CONFORMING
CONCRETE
SHEET)
(SEE DETAIL ON THIS
REMOVABLE BOLLARD
SCALE: 1" = 20'
ROADWAY PLANMATCHLINE STA 106+25GRADES SHOWN TO THE NEAREST HUNDREDTH ARE FINISHED GRADE.2.
GRADES SHOWN TO THE NEAREST TENTH ARE EXISTING GROUND.1.
NOTES
STATION
103+44.00 -0.064
-0.044
-0.044
-0.044
LEFT RIGHT
CROSS SLOPE
106+16.00 0.032 0.032
108+10.00
102+00.00 MATCH EXISTING
104+01.00
108+50.00 MATCH EXISTING
0.0200.020 4'-0"3'-0"2'-0" DIA MIN 1'-0"ALL WORK INCLUDED IN ITEM 619.14, BOLLARDS.1.
NOTE
ITEM 619.14)
(INCLUDED IN
EXCAVATION)
COMMON
ITEM 203.15,
(CONFORMING TO
EXCAVATION
LIMITS OF
GALVANIZED PIPE
SCHEDULE 40
DIAMETER
COATED 4"
YELLOW POWDER
PROJECT NO.
15 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910bdr3AS SHOWN910910bdrNLC15
SHEET ALGINMENT, DRAINAGE, AND UTILITY PLAN (1 OF 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910bdr.dgn1:23:31 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT++
101+00
102+00
103+00 104+00 105+00 106+00STA 105+98.88PCSTA 101+83.65PISTA 103+63.94
PT
S64°25'50"E
S83°23'14"E
E = 15.23'
L = 363.94'
T = 183.65'
R = 1100.00'
CURVE NO. 1 DATA
E = 5.98'
L = 206.91'
T = 103.91'
R = 900.00'
CURVE NO. 2 DATA
CURVE NO. 1 WILLISTONBURLINGTONSOUTH LPLPLPPL.
.
B-101
B-102
B-101
B-102
STA 102+50
BEGIN PROJECT
STA 101+90
BEGIN APPROACH
11.0'
11.0'
4.0'
4.0'
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
C CONSTRUCTIONL
KIMBALL AVENUEAPPROXIMATE EXISTING R.O.W.
APPROXIMATE EXISTING R.O.W.
10.0'
EXISTING GAS
BROOKMUDDY inv. = 321.91'
324.87'
inv. out =
= 326.39'
inv. in(S)
= 325.40'
inv. in(W)
E: 1473623.3376
N: 712604.1479
320.6940'
ELEV. =
4" PVC SLEEVE
5/8" REBAR IN
BENCHMARK
E: 1473737.9530
N: 712548.8023
ELEV. = 320.4837'
IN 4" PVC SLEEVE
BENCHMARK 5/8" REBAR
E: 1473716.5468
N: 712519.2198
ELEV. = 321.3152'
IN 4" PVC SLEEVE
BENCHMARK 5/8" REBAR
N: 712573.6220 E: 1473603.6065
SLEEVE ELEV. = 322.0795'
5/8" REBAR IN 4" PVC
BENCHMARK
D3
D2
D1
POLE
MAINTAIN
POLE
MAINTAIN
POLE
MAINTAIN
MAINTAIN POLE
LINE
OF BURIED CAPPED GAS
APPROXIMATE LOCATION
COMMUNICATIONS LINE
OF BURIED CAPPED
APPROXIMATE LOCATION
CAPPED GAS LINE
LOCATION OF BURIED
APPROXIMATE
UTILITY LINE
OF BURIED 4" CAPPED
APPROXIMATE LOCATION
CAPPED COMMUNICATIONS LINE
APPROXIMATE LOCATION OF BURIED
CONSOLIDATED COMMUNICATION LINE
APPROXIMATE LOCATION OF BURIED
TEMPORARY BRIDGE)
LINE (HUNG FROM
LINK LINE AND AT&T
LOCATION OF CENTURY
APPROXIMATE
UTILITY LINE
BURIED 4" CAPPED
LOCATION OF
APPROXIMATE
BURLINGTONSOUTH
HANDHOLE
EXISTING AT&T
AT&T AERIAL
CENTURYLINK AND
TEMPORARY
POLE
HANDHOLE AND TEMPORARY
CONDUIT BETWEEN EXISTING
INSTALL TEMPORARY
CONDUITS THROUGH BRIDGE
CONDUIT AND 2-4" AT&T
INSTALL NEW 1-4" CENTURYLINK
(BY OTHERS)
OVERHEAD UTILITY POLE
PROPOSED TEMPORARY
(BY OTHERS)
TEMPORARY POLE
TEMPORARY CONDUIT TO
(BY OTHERS)
OVERHEAD UTILITY POLE
PROPOSED TEMPORARY
RELOCATION WORK)
DURING TEMPORARY
(REPLACED BY OTHERS
BOX TO REMAIN
CENTURYLINK JUNCTION
RESPECTIVE PAY ITEM 601.0815
BURIED UTILITIES. SUBSIDIARY TO
AND EXISTING PIPE REMOVAL WITH
COORDINATE NEW PIPE INSTALLATION
NOTE 1 ON SHEET 16
REFERENCE DRAINAGE
EXISTING CMP PIPE. MATCHLINE STA 106+25MAINTAIN 4' SHOULDER WIDTH
STA 101+90 TO STA 108+50 RT
STA 101+90 TO STA 108+50 LT
4" SINGLE WHITE EDGELINE
STA 101+90 TO STA 108+50
4" DOUBLE YELLOW CENTERLINE
THE PROJECT BY OTHERS.
TEMPORARY RELOCATION OF UTILITIES AS SHOWN SHALL BE COMPLETED IN ADVANCE OF 2.
DRAINAGE NOTES ARE SHOWN ON ALIGNMENT, DRAINAGE, AND UTILITY PLAN (2 OF 2).1.
NOTES
ALIGNMENT, DRAINAGE, AND UTILITY PLAN
SCALE: 1" = 20'
E: 1473737.9530
N: 712548.8023
E: 1473716.5468
N: 712519.2198
PROJECT NO.
16 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910bdr4AS SHOWN910910bdrNLC16
SHEET ALIGNMENT, DRAINAGE, AND UTILITY PLAN (2 OF 2) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910bdr.dgn1:23:32 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT+
+
+
107+00
108+00
109+00
110+00
111+00
112+00STA 108+05.79PTSTA 109+56.09PCSTA 111+81.54PTSTA 107+02.79
PI
STA 110+70.42
PI
S54°06'59"E
S77°36'10"E
E = 11.76'
L = 225.45'
T = 114.33'
R = 550.00'
CURVE (3)
E = 5.98'
L = 206.91'
T = 103.91'
R = 900.00'
CURVE NO. 2 DATA
CURVE NO. 2
LPLPLPSTA 108+50
END APPROACH
STA 108+00
END PROJECT
11.0'
11.0'
4.0'
4.0'
C CONSTRUCTIONL
MARSHALL AVENUE
APPROXIMATE EXISTING R.O.W.
APPROXIMATE EXISTING R.O.W.
CULVERT
EXISTING
MAINTAIN
300.84'
INV. =
E: 1473737.9530
N: 712548.8023
ELEV. = 320.4837'
IN 4" PVC SLEEVE
BENCHMARK 5/8" REBAR
E: 1473716.5468
N: 712519.2198
ELEV. = 321.3152'
IN 4" PVC SLEEVE
BENCHMARK 5/8" REBAR
UTILITY
UNDERGROUND
UNKNOWN
MAINTAIN
R = 50'
POLE
MAINTAIN
D4
UE
MAINTAIN
TEMPORARY BRIDGE)
LINE (HUNG FROM
LINK LINE AND AT&T
LOCATION OF CENTURY
APPROXIMATE
POLE (BY OTHERS)
TEMPORARY UTILITY
PROPOSED
OTHERS)
OVERHEAD LINES (BY
PROPOSED TEMPORARY
POLE
MAINTAIN
RESET (BY OTHERS)
BE REMOVED FOR CONSTRUCTION AND
EXISTING OVERHEAD UTILITY LINES TO
TELECOM
OVERHEAD
TEMPORARY
WILLISTON
OVERHEAD UTILITY POLE
PROPOSED TEMPORARY
AERIAL
AND AT&T
CENTURYLINK
TEMPORARY
HANDHOLE
EXISTING AT&T
CENTURYLINK CONDUITS
OF EXISTING 2-1.25"
APPROXIMATE LOCATION
(BY OTHERS)
OVERHEAD UTILITY POLE
PROPOSED TEMPORARY
CONDUIT
WITH NEW 2-4"
AT&T CONDUIT
JOIN EXISTING
POLE 18
GMP
ROAD CROSSING
CENTURYLINK AERIAL
TEMPORARY
TEMPORARY POLE (BY OTHERS)
EXISTING HANDHOLE AND
TEMPORARY CONDUIT BETWEEN
(BY OTHERS)
OVERHEAD UTILITY POLE
PROPOSED TEMPORARY
SHEET) (SUBSIDIARY TO PAY ITEM 900.645 UC)
SHOWN (REFERENCE TRENCH BOX DETAIL ON THIS
CONDUITS BETWEEN STATIONS 102+95 AND 107+50 AS
CONDUIT 2-1.25 CENTURYLINK. INSTALL NEW 4" DIAMETER
VTRANS SPECIFICATION 752.12B. INTERCEPT EXISTING
INSTALL NEW CENTURYLINK JUNCTION BOX MEETING
ALIGNMENT, DRAINAGE, AND UTILITY PLAN
SCALE: 1" = 20'MATCHLINE STA 106+25N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
D1 D2 D3
INSTALL 27' x 18" RCP CLASS III
GRATE ELEV = 322.65
18" INV OUT = 318.65
WITH CAST IRON GRATE, TYPE D
INSTALL NEW CB STA. 105+59, RT. 18'
OUTLET ELEV = 308.00
INSTALL 18" CPEPES AT OUTLET
INSTALL 37' x 18" RCP CLASS III
GRATE ELEV = 323.10
18" INV OUT = 317.95
18" INV IN = 318.00
WITH CAST IRON GRATE, TYPE D
INSTALL NEW CB STA. 105+59, LT. 13'
D4
INV OUT = 320.15
INV IN = 324.00
INSTALL 12" CPEPES AT INLET
INSTALL 12" CPEPES AT OUTLET
INSTALL 92' x 12" CPEP
STA. 106+53, RT. 38' TO STA. 107+40, RT. 20'
INV OUT = 323.00
INV IN = 324.87 (MATCH EXIST.)
INSTALL 15" CPEPES AT OUTLET
INSTALL 168' x 15" RCP CLASS III
(SEE NOTE BELOW)
(SUBSIDIARY TO ITEM 601.0815)
REMOVE 158' x 15" CMP
STA. 103+60, RT. 48' TO STA. 101+91, RT. 12'
PIPE INSTALLATION. COST SUBSIDIARY TO PAY ITEM 601.0815
INFILL WITH FLOWABLE FILL BEYOND THE LIMITS OF THE NEW
CONTRACTOR HAS OPTION TO REMOVE EXISTING CMP PIPE OR
NOTE
TO ITEM 900.645 UC.
NECESSARY APPURTENANCES SHALL BE INCIDENTAL
HANDHOLES, TEMPORARY CONDUIT, OR OTHER
THE COST OF INSTALLING JUNCTION BOXES, 6.
TOP SOIL.
BITUMINOUS CONCRETE PAVEMENT OR ITEM 651.35,
PAID FOR AS EITHER ITEM 406.35, SUPERPAVE
ROUGH GRADE. SURFACE RESTORATION SHALL BE
UC - UTILITY CONDUIT SHALL EXTEND UP TO
LIMITS OF PAY ITEM SPECIAL PROVISION 900.645 5.
WORK.
AND APPROVAL PRIOR TO COMMENCING WITH THE
APPURTENANCES TO THE ENGINEER FOR REVIEW
HANDHOLES AND OTHER NECESSARY
SPACERS, WARNING TAPE, JUNCTION BOXES,
THE CONDUIT (TEMPORARY AND PERMANENT),
CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR 4.
SHOWN ON SHEET 23.
STRUCTURES BASED ON THE MATERIAL LIMITS
301.25 OR ITEM 204.30, GRANULAR BACKFILL FOR
ACROSS THE BRIDGE SHALL CONSIST OF ITEM
LIMITS SHOWN ON SHEET 7. TRENCH BACKFILL
BRIDGE CONSTRUCTION BASED ON THE MATERIAL
TYPICAL TRENCH DETAIL
NOT TO SCALE
THE LIMITS OF
COARSE GRADED FOR ALL CONDUIT BEYOND
CONSIST OF ITEM 301.25, CRUSHED GRAVEL,
ENCASEMENT AND SURFACE TREATMENT SHALL
TRENCH BACKFILL BETWEEN THE CONCRETE 3.
ENGINEER.
CANNOT BE ACHIEVED, CONSULT WITH
OF COVER. IF 24" MINIMUM DEPTH OF COVER
SHALL MAINTAIN A MINIMUM OF 24" DEPTH
WITH EXISTING UTILITIES. CONTRACTOR
DEPTH SHALL BARY BASED UPON ENCOUNTERS 2.
CONSTRUCTION REQUIREMENTS.
SPECIFICATIONS FOR ALL MATERIAL AND
BACKFILL SHALL CONFORM TO VTRANS
TELECOMMUNICATION TRENCH EXCAVATION AND 1.
NOTES
E: 1473716.5468
N: 712519.2198
TRENCH
CL
18" MIN
GRADE
FINISH
CONDUIT
FOR CROSS COUNTRY
USE PATH OR 4" TOPSOIL
CONDUIT BELOW SHARED
4" OF SUPERPAVE FOR 18" MAX10" MINCOMPACT IN 12"BACKFILL MATERIALLIFTS (SEE NOTE 3)(SEE NOTE 2)BOTTOM OF TRENCH VARIES(3) 4" PVC CONDUITS (TCA)
BURIED BELOW"
800-252-1133 AT&T, AT&T CABLE
DIGGING CALL 888-DIG-SAFE,
LABELED: "CAUTION, BEFORE
ACP PART NUMBER 401004N-ND
NON-DETECTABLE WARNING TAPE
6" WIDE EXTRA STRENGTH
UTILITY
EXISTING PIPE OR 541.25, CONCRETE CLASS B (4" COVER MIN) (TYP)
CONCRETE ENCASEMENT CONFORMING TO ITEM
BY OTHER UTILITY COMPANY
6" MIN OR AS SPECIFIED
UTILITY, PIPES OR DRAINAGE
SPACERS
MIN24"MIN18" 541.25, CONCRETE CLASS B (4" COVER MIN) (TYP)
CONCRETE ENCASEMENT CONFORMING TO ITEM
(3) 4" PVC CONDUITS (TCA)
PROJECT NO.
17 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910detourAS SHOWN910910detourNLC17
SHEET DETOUR PLAN www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910detour.dgn1:23:36 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTTRAFFIC CONTROL NOTES:
DETOUR ROUTE PLAN
MILES±DETOUR LENGTH = 2.2
CONSTRUCTION SIGNS (INCLUDED IN ITEM 641.10)
TYPE DESCRIPTION SQ. FT.NO. REQ.POST COLORWxH
SIZE
AREA
TOTAL
LEGEND
PAVED ROAD
WORK AREA
TEMPORARY CONSTRUCTION SIGN
TYPE III BARRICADE
DETOUR ROUTE Y
R
O
W
B
**
*
YELLOW
RED
ORANGE
WHITE
BLACK
MOUNTED ON POST WITH SP-1
MOUNTED ON BARRICADE
PROJECT LOCATION
NOT TO SCALE
END
DETOUR
DETOUR
DETOUR
DETOUR
M4-9L
M4-9R
M4-8a
W20-2
B/O
B/O
B/O
B/O2
5
5
2
5
5
3
16
25
25
6
3248" X 48"
30" X 24"
30" X 24"
24" x 18"PER SIGN
1 POST
PER SIGN
2 POSTS
R11-2B 48" X 30"10 2 20 B/W*
PER SIGN
2 POSTS B/OSP-1 5.25 10
**
**
AHEAD
BRIDGE
CLOSED
W20-3a
W20-3b
W20-3c 48" X 48"
48" X 48"
48" X 48"9
2
2
2 18
18
PER SIGN
2 POSTS
PER SIGN
2 POSTS
B/O
B/O
B/O
9
9
PER SIGN
2 POSTS
ROAD
CLOSED
500FT
ROAD
CLOSED
1000FT
ROAD
CLOSED
1 MILE
18
2
2 BURLINGTON
SOUTH
WILLISTON
INTERSTATE
89
PROPOSED DETOUR ROUTE
KOORB YDDUMEVA LLAHSRAMDR EKIPNUHSDR NOT
SIL
L
IW
RD YTINUMMOCRD YDENNEKRD TROPRIA
DR LLENWORB SEVA LAIRTSUDNI
DR EKIPNUHSYROGE
RGRDRD PPURK N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667
Origin Latitude: 42°30'00.0000"N
Central Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
W20-3c
W20-3b
W20-3a
W20-3a
W20-3b
W20-3c
M4-9R
SP-1
M4-9R
SP-1
M4-9R
SP-1
M4-8a
M4-9L
SP-1
M4-9L
SP-1
M4-8a
M4-9L
SP-1
W20-2
M4-9R
SP-1
42" x 18"
MARSHALL AVE
KIMBALL AVE /
M4-9R
SP-1
EV
A
L
L
A
BMIK
W20-2
M4-9L
SP-1
M4-9L
SP-1
52.5
PCMS
PCMS
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
BARRICADE
TO TYPE III
ATTACHED
RII-2B
NOTE 18
SEE
CONTRACTOR SHALL MEET WITH MUNICIPALITIES PRIOR TO ROAD CLOSURE.14.
ARE SEPARATE FROM 640.10 AND SHALL BE CHARGED UNDER ITEM 630.15.
CONFORMING TO VTRANS SPECIFICATION SECTION 630, AS REQUIRED SHALL BE UTILIZED AND
PASSAGE. THIS SHALL BE SUBSIDIARY TO ITEM 641.10 - TRAFFIC CONTROL. FLAGGERS,
SPECIFICATION SECTION 621, ON BOTH SIDES OF THE BRIDGE CLOSURE PREVENTING VEHICLE
CONTRACTOR IS RESPONSIBLE FOR PLACING TEMPORARY BARRIER, CONFORMING TO VTRANS 13.
AND T-2, TRAFFIC SIGN GENERAL NOTES.
TRANSPORTATION STANDARD DRAWING T-1, TEMPORARY TRAFFIC CONTROL GENERAL NOTES
THE CONTRACTOR SHALL FOLLOW THE GENERAL NOTES STATED IN VERMONT AGENCY OF 12.
COORDINATED.
2-WAY DETOUR PLAN) ON ROUTE 2 MAY BE OCCURRING AND DETOUR SIGNAGE NEEDS TO BE
PROJECTS. POTENTIAL PROJECTS (INCLUDING WILLISTON STP M5500(7)S WHICH MAINTAINS A
THE CONTRACTOR SHALL COORDINATE THEIR EFFORTS WITH ADJACENT CONSTRUCTION 11.
ADJACENT TO THE PROJECT LOCATION.
THE CONTRACTOR SHALL MAINTAIN SAFE, CONTINUOUS ACCESS TO ALL PROPERTIES 10.
REMOVAL OF SIGNS SHALL BE INCLUDED IN ITEM 641.10, TRAFFIC CONTROL.
ALL COSTS FOR TRAFFIC CONTROL DEVICES, INCLUDING PLACEMENT, RELOCATION AND 9.
STANDARDS OR MUTCD, UNLESS APPROVED BY THE ENGINEER, SHALL BE PROHIBITED.
THE USE OF CONSTRUCTION SIGNS AND WARNING DEVICES NOT SHOWN ON THESE 8.
641.10.
DRIVE, DO NOT ENTER) SHALL BE COORDINATED BY THE CONTRACTOR. COST SUBSIDIARY TO PAY ITEM
CLOSING SHALL BE COORDINATED WITH THIS DRIVEWAY ACCESS. BARRELS AND SIGNAGE (E.G. PRIVATE
THROUGHOUT CONSTRUCTION. PLACEMENT OF THE BARRIER ON THE EAST SIDE OF THE BRIDGE
THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE DRIVEWAY ON THE EAST SIDE OF THE CROSSING 18.
OR COORDINATE EMERGENCY ROUTES PRIOR TO THE START OF BRIDGE CLOSURE.
THE CONTRACTOR SHALL COORDINATE ACCESS THROUGH THE WORK ZONE FOR EMERGENCY VEHICLES 17.
TRAFFIC INCLUDING PEDESTRIANS AND BICYCLISTS.
THE BRIDGE CLOSURE PERIOD SHALL HAVE SIGNAGE AND BARRIERS TO PREVENT ALL FORMS OF 16.
STATIC SIGNS.
ATTENTION OF THE MOTORISTS. CARE SHALL BE GIVEN TO AVOID REPEATING MESSAGES COVERED BY
PERIODICALLY TO DESCRIBE CURRENT WORK ACTIVITY SO THAT THE PCMS CONTINUES TO COMMAND
WILL NEED TO KNOW, UNNECESSARY INFORMATION SHALL BE AVOIDED. MESSAGES SHALL BE UPDATED
SIGNS AND PAVEMENT MARKINGS. THE PCMS SHALL COMMUNICATE WHAT INFORMATION THE MOTORIST
PCMS SHALL BE USED AS A SUPPLEMENT AND NOT AS A SUBSTITUTE FOR CONVENTIONAL STATIC
TYPICALLY, A PHASE SHALL CONSIST OF UP TO THREE LINES OF EIGHT CHARACTERS PER LINE. THE
TO TRAVERSE THE WORK ZONE SAFELY. THE PCMS SHALL CONSIST OF EITHER ONE OR TWO PHASES,
STANDARD TRAFFIC CONTROL DEVICES ADEQUATELY PROVIDE THE INFORMATION THE MOTORISTS NEED
THE SIGNING DETAILED IN THE MUTCD FOR THE DURATION OF CLOSURE AND SHALL NOT BE USED IF
DIRECTED BY THE ENGINEER. THE PCMS AND THE MESSAGE IT DISPLAYS SHALL NOT REPLACE ANY OF
REMAIN THROUGHOUT DURATION OF PROJECT, AS NOTED BELOW, AND SHALL DISPLAY TEXT AS
ITEM 641.15) FOR TWO WEEKS PRIOR TO CLOSING KIMBALL/MARSHALL AVE TO TRAFFIC. PCMS SHALL
THE CONTRACTOR SHALL PROVIDE TWO (2) PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) (PAID AS 15.
DETERMINED BY THE ENGINEER IN THE FIELD. TYPICAL LAYOUTS SHOWN ARE NOT TO SCALE.
SIGN LOCATIONS SHOWN ON THESE STANDARDS ARE RECOMMENDED AND MAY BE ADJUSTED AS 7.
REQUIRED SIGNS AND WARNING DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER.
WORK ON THE PROJECT, OR ANY SEPARATE ACTIVITY THEREIN, SHALL NOT START UNTIL ALL THE 6.
SUPPLIED BY OTHERS.
CONTRACTOR MAY ALSO BE REQUIRED TO UNCOVER, COVER AND OTHERWISE MAINTAIN DETOUR SIGNS
AND POSITION OF THESE SIGNS AND WARNING DEVICES SHALL BE AS APPROVED BY THE ENGINEER. THE
DEVICES AT THE BEGINNING AND END OF THE WORK AND AT INTERSECTING ROADWAYS. THE LOCATION
CONTRACTOR SHALL BE REQUIRED TO ERECT AND MAINTAIN ANY REQUIRED SIGNS AND WARNING
SHALL BE MARKED AND MAINTAINED BY THE CONTRACTOR (UNLESS OTHERWISE NOTED). THE
DETOURS INVOLVING THE ROUTING OF TRAFFIC OVER ROADS OUTSIDE THE LIMITS OF THE PROJECT 5.
ALUMINUM SHEETS SHALL CONFORM TO SECTION 675 OF THE VTRANS STANDARD SPECIFICATIONS.
PLYWOOD SUBSTRATE FOR CONSTRUCTION SIGNS SHALL CONFORM TO SECTION 641. AND FLAT 4.
DURATION THAT THE SIGN IS COVERED.
RETRO-REFLECTIVITY OF THE SIGN FACE. ALSO, THE SIGN COVER SHALL NOT DETERIORATE FOR THE
THEY NO LONGER APPLY TO THE EXISTING CONDITIONS. SIGN COVERINGS SHALL NOT DAMAGE THE
TRAFFIC CONTROL DEVICES SHALL BE REMOVED, AND SIGNS SHALL BE COVERED OR REMOVED, WHEN 3.
DEVICES FOR HIS PLANNED METHODS OF OPERATION IN CONFORMANCE WITH THE MUTCD.
RESPONSIBLE FOR SUPPLYING, ERECTING AND MAINTAINING ALL OPERATIONAL SIGNS AND WARNING
CONSTRUCTION SIGNS AND WARNING DEVICES AS LISTED ON THE PLANS, AND SHALL ALSO BE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING, ERECTING AND MAINTAINING STATIC 2.
STANDARD HIGHWAY SIGNS AND VTRANS CONSTRUCTION SIGN STANDARDS.
BY THE U.S. DEPARTMENT OF TRANSPORTATION (USDOT). SIGNS SHALL ALSO CONFORM TO USDOT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD AND ITS LATEST REVISIONS), AS PUBLISHED
TRANSPORTATION (VTRANS) 2018 STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE CURRENT
TRAFFIC CONTROL DEVICES SHALL CONFORM TO SECTION 641 OF THE VERMONT AGENCY OF 1.
PROJECT NO.
18 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910gpeAS SHOWN910910gpe18
SHEET GENERAL PLAN AND ELEVATION www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910gpe.dgn1:23:38 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT(TYP)
SLOPE LIMITS
(TYP)
OF PAVEMENT
PROPOSED EDGE
FG EL 323.79
STA 104+85.90
BEGIN BRIDGE
1
:2
BASIN (TYP)
PROPOSED CATCH
50Q EL 298.5Q EL 299.0100
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
ELEVATION
SCALE: 1" = 20'-0"
SCALE: 1" = 20'-0"
GENERAL PLAN
KIMBALL AVENUE
EUNEVA LLAHSRAM
.W.O.R GNITSIXE ETAMIXORPPA
APPROXIMATE EXISTING R.O.W.BROOKMUDDY(TYP)
EDGE OF BROOK
FG EL 323.50
STA 105+24.10
END BRIDGE
(TYP)
GRAVEL DRIVE
EXISTING EDGE OF
1:3
1:5
PATH
SHARED USE
ARCH STRUCTURE
PRECAST CONCRETE
PLANK FENCE
PEDESTRIAN WOOD
CULVERT
EXISTING
CLEAR SPAN
36
'-0"
1:2.5
OUT-TO-OUT70'-0" C CONSTRUCTIONL
UTILITIES (TYP)
EXISTING OVERHEAD
CHANNEL BOTTOM
APPROXIMATE
SECTION (TYP)
PROPOSED END 1:1.51:1.5 1:3.75
EMBANKMENT (TYP)
EXISTING STONE
TO REMAIN (TYP)
EXISTING EMBANKMENT
(TYP)
GEOTEXTILE BELOW)
(3'-0" THICK) (WITH
E-STONE FILL, TYPE III
(TYP)
GEOTEXTILE BELOW)
(3'-0" THICK) (WITH
E-STONE FILL, TYPE III
ON SHEET 8) (TYP)
(SEE SLOPE STABILIZATION DETAIL
GEOTEXTILE UNDER STONE FILL)
FILL, TYPE II (2'-0" THICK) (WITH
STONE FILL, TYPE I AND STONE
DETAIL ON SHEET 8) (TYP)
(SEE SLOPE STABILIZATION
GEOTEXTILE UNDER STONE FILL)
FILL, TYPE II (2'-0" THICK) (WITH
STONE FILL, TYPE I AND STONE
BURLINGTON
SOUTH
WILLISTON
103+00 104+00 105+00 106+00
107+00
108+00
PROJECT NO.
19 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910sitAS SHOWN910910sit19
SHEET SITE PLAN www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910sit.dgn1:23:41 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTLIMIT AS SHOWN ON PLAN
1'-0"1'-
0"
1
1649.31
ITEM
GROUND
EXISTING
(TYP)
ITEM 203.27
PAY LIMITS OF
FACE OF WINGWALL
WINGWALL STONE FILL DETAIL
SLOPE
STONE FILL
TOE OF
NOT TO SCALE
SUITABLE FILL
(3'-0" THICK)
(ITEM 613.06)
E-STONE, TYPE III
4'-0"4'-0"2952952952
9
5
295300300 300300300305305305
305
305310310310310310315315
315315315
3153203203203203203
2
0325325
325
325
3
2
5
325
3253303 3 0
330330
07-016-040.000
BURNETT, WAYNE A. & JEAN V.
#1600 MARSHALL AVENUE
3
07-069-047.000
TERRY SHEPARD REVOCABLE TRUST
MARY ANN SHEPARD REVOCABLE TRUST
#1655 MARSHALL AVENUE
6
0740-00020
SOUTH BURLINGTON VT LLC
20 GREGORY DR
#20 GREGORY DRIVE
1
WILLISTONBURLINGTONSOUTH SOUTH BURLINGTON
CITY OF
5
SOUTH BURLINGTON
CITY OF
2P
LPPL103+00 104+00 105+00 106+00
107+00
108+00
310 310320320320320
320
330330330 KIMBALL AVENUE
EUNEVA LLAHSRAM
.W.O.R GNITSIXE ETAMIXORPPA
.W.O.R GNITSIXE ETAMIXORPPA
C CONSTRUCTIONL
SCALE: 1" = 20'-0"
SITE PLAN
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 ROAD (TYP)
CONSTRUCTION ACCESS
LIMITS OF EXISITNG
(TO BE REMOVED)
INTO THE GROUND)
(5 FEET LONG REBAR DRIVEN
TEMPORARY SURVEY MONUMENTS
WETLAND (TYP)
EDGE OF DELINEATED
BRIDGE
PROPOSED
PIPE (TYP)
PROPOSED DRAIN
BRIDGE ABUTMENT (TYP)
EXISTING TEMPORARY BROOKMUDDYREMOVED)
SHOWN) (TO BE
(TYP OF 4 LOCATIONS
10" PVC PIPE SLEEVE
(TYP)
OF PAVEMENT
EXISTING EDGE
REMOVED)
INTO THE GROUND) (TO BE
(5 FEET LONG REBAR DRIVEN
TEMPORARY SURVEY MONUMENTS
SECTION
PROPOSED END
(TYP)
EDGE OF BROOK
BASIN (TYP)
PROPOSED CATCH
CROSSING)
LOCATIONS (1 ON EACH SIDE OF
REMOVE SETTLEMENT PLATE AT 2
USE PATH
PROPOSED SHARED
REMAIN (TYP)
EMBANKMENT TO
EXISTING STONE
(T.O.W. EL. 290+/-)
(TO REMAIN)
CONCRETE CUTOFF WALL
OF EXISTING BURIED
APPROXIMATE LOCATION
CUTOFF WALL (TO REMAIN) (T.O.W. EL. 290+/-)
APPROXIMATE LOCATION OF EXISTING BURIED CONCRETE
BURLINGTON
SOUTH
WILLISTON
STONE FILL (TYP)
GEOTEXTILE UNDER
(3'-0" DEEP) WITH
E-STONE, TYPE 11I
SITE PLAN NOTES
UTILITY LOCATION INFORMATION.
SEE SHEET 23 FOR ADDITIONAL UNDERGROUND 2.
UNDERGROUND UTILITIES.
SEE SHEETS 15 AND 16 FOR ADDITIONAL CAPPED 1.
PROJECT NO.
20 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910wetAS SHOWN910910wip20
SHEET WETLAND IMPACTS PLAN www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910wip.dgn1:23:45 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT07-016-040.000
BURNETT, WAYNE A. & JEAN V.
#1600 MARSHALL AVENUE
3
07-069-047.000
TERRY SHEPARD REVOCABLE TRUST
MARY ANN SHEPARD REVOCABLE TRUST
#1655 MARSHALL AVENUE
6
0740-00020
SOUTH BURLINGTON VT LLC
20 GREGORY DR
#20 GREGORY DRIVE
1
WILLISTONBURLINGTONSOUTH SOUTH BURLINGTON
CITY OF
5
SOUTH BURLINGTON
CITY OF
2P
LPPL103+00 104+00 105+00 106+00
107+00
108+00
(TYP)
OF ROADWAY PRISM)
TOE OF SLOPE (LIMIT
APPROXIMATE EXISTING
WETLAND IMPACTS PLAN
.W.O.R GNITSIXE ETAMIXORPPA
KIMBALL AVENUE
BRIDGE
PROPOSED
EUNEVA LLAHSRAM
BASIN (TYP)
PROPOSED CATCH
SECTION
PROPOSED END
WATER (TYP)
ORDINARY HIGH
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 BROOKMUDDYPIPE (TYP)
PROPOSED DRAIN
ROAD (TYP)
CONSTRUCTION ACCESS
LIMITS OF EXISITNG
UTILITY POLE
OVERHEAD
TEMPORARY
PROPOSED
UTILITY (TYP)
OVERHEAD
TEMPORARY
PROPOSED
UTILITIES (TYP)
EXISTING OVERHEAD
(TYP)
BUFFER
50' WETLAND
(TYP)
OF PAVEMENT
EXISTING EDGE
WETLAND (TYP)
EDGE OF DELINEATED
.W.O.R GNITSIXE ETAMIXORPPA
USE PATH
PROPOSED SHARED
(TYP)
OF PAVEMENT
PROPOSED EDGE
BRIDGE ABUTMENT (TYP)
EXISTING TEMPORARY
REMAIN (TYP)
EMBANKMENT TO
EXISTING STONE
TP-No.2
TP-No.3
TP-No.4
TP-No.6
TP-No.7
TP-No.8 TP-No.9
TP-No.10
TP-No.11
TP-No.12
SENSITIVE AREA NO. 1
ARCHEOLOGICALLY
SENSITIVE AREA NO. 2
ARCHEOLOGICALLY
SENSITIVE AREA NO. 3
ARCHEOLOGICALLY
C CONSTRUCTIONL
BURLINGTON
SOUTH
WILLISTON
SUGGESTED WATER DIVERSION SEQUENCE NOTES
LEGEND
WETLAND IMPACT AREAS
TOTAL IMPACTS BELOW OHW = 5104 SF
PERMANENT BUFFER IMPACTS = 2337 SF
TEMPORARY BUFFER IMPACTS = 2620 SF
TEMPORARY WETLAND IMPACTS = 48 SF
PERMANENT IMPACTS BELOW OHW = 424 SF
TEMPORARY IMPACTS BELOW OHW = 4680 SF
20 0 20
TEST PIT LOCATION
PERMANENT OHW IMPACTS
TEMPORARY OHW IMPACTS
PERMANENT WETLAND/BUFFER IMPACTS
TEMPORARY WETLAND/BUFFER IMPACTS
TP-No.X
NOTE
PHASE 1B ARCHEOLOGICAL RECONNAISSANCE SURVEY DATED OCTOBER 2019.
FOR ADDITIONAL INFORMATION SEE HARTGEN ARCHEOLOGICAL ASSOCIATES, INC. REPORT
TP-No. 5 IS APPROXIMATELY 35' WEST OF TP-No.6.
TP-No. 1 IS APPROXIMATELY 35' WEST OF TP-No.2.1.
MAINTAINED IN ACCORDANCE WITH THE CONTRACTOR'S EPSC PLAN AS APPROVED BY THE ENGINEER.
ALL STORMWATER, AND EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND 4.
2021. ALL WETLAND WORK SHALL BE COMPLETED BY NOVEMBER 1, 2021.
PERFORM ALL INSTREAM WORK DURING LOW FLOW PERIODS, BETWEEN JUNE 1, 2021 TO OCTOBER 1, 3.
BE PAID FOR UNDER 900.645 WC, TEMPORARY WATER CONTROL.
ALL COSTS FOR THE INSTALLATION, MAINTENANCE AND REMOVAL OF THE WATER DIVERSION SHALL 2.
BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF WORK.
TO ACCOMMODATE THE STORM EVENT DISCHARGE AS DETERMINED BY THE CONTRACTOR AND SHALL
EROSION, SCOUR, AND SILTATION OF THE BROOK. WATER DIVERSION STRUCTURES SHALL BE DESIGNED
CLEAN STONE FILL MAY BE PROVIDED AT THE INLET AND OUTLET ENDS TO PROTECT AGAINST
THE ADEQUACY OF THE CONTRACTOR'S WATER DIVERSION METHODS OR PLAN. MEASURES SUCH AS
ENGINEER, THE CITY OF SOUTH BULINGTON AND TOWN OF WILLISTON ASSUME NO RESPONSIBILITY FOR
THE CONTRACTOR SHALL SUBMIT A PLAN ILLUSTRATING THE METHOD OF WATER DIVERSION. THE 1.
PROJECT NO.
21 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910ftgAS SHOWN910910ftg21
SHEET FOOTING LAYOUT PLAN www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910ftg.dgn1:23:47 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTN
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
SCALE: „" = 1'-0"
105+00
STA 104+85.90
WP 3
STA 105+24.10
WP 8
FLOWSTATIONING
L
MARSHALL AVENUE
KIMBALL AVENUE &
C CONSTRUCTION
CAP
(TYP)
3
'-9"
PILE
A
FOOTING LAYOUT PLAN
B
C 2'-3"
7 SPACES
@ 4'-6" = 31'-6"
2'-3"
8 SPACES @ 4'-6" = 36'-0"
2'-0"
14'-9"
(TYP)14'-9"
19'-3" 2'-0"
2'-3"
7 SPACES @ 4'-6" = 31'-6"B(TYP)14'-9"
2'-0"B 27'-0"(TYP)14'-9"(TYP)14'-9" 15 SPACES @ 4'-6" = 67'-6"WP 5
WP 6
WP 2
WP 9
WP 10
WP 1
WP 4
WP 7
(TYP)14'-9"(TYP)14'-9"L(TYP)2'-0"(TYP)2'-0" 2'-6‡"15 SPACES @ 4'-6" = 67'-6" 2'-11‚"CAP (TYP)
3
'-9" PILE
(TYP)
WITH 2'-6" DIA VOIDS
PRECAST PILE CAP 2'-3"
= 27'-0"
6 SPACES
@ 4'-6"
B
B
A
A
(TYP)
(SEE NOTE 3)
CLOSURE POUR
(TYP)
(SEE NOTE 3)
CLOSURE POUR
RIGID FRAME LEG NOT SHOWN FOR CLARITY.
KEYWAY IN PILE CAPS FOR PRECAST CONCRETE ARCHED
NOTE SHEET 25) (TYP)(SEE DETAIL ON C •" EXP JOINT (TYP)
(SEE NOTE 4)
30" DIA CMP
LEGEND
NOTES
45 00'00"
50 00'00"
82 00'00"
C
B
A
RAPID SET).
PROVISION (5,000 PSI HIGH PERFORMANCE CONCRETE,
FILL CMP VOIDS WITH ITEM 900.608 HPC5, SPECIAL 4.
RAPID SET).
PROVISION (5,000 PSI HIGH PERFORMANCE CONCRETE,
FILL CLOSURE POURS WITH ITEM 900.608 HPC5, SPECIAL 3.
FOR BRIDGE LAYOUT PLAN, SEE SHEET 22.2.
FOR WORKING POINT COORDINATES, SEE SHEET 22.1.
PROJECT NO.
22 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910brdAS SHOWN910910brd22
SHEET BRIDGE LAYOUT PLAN www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910brd.dgn1:23:48 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTN
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
SCALE: „" = 1'-0"
BRIDGE LAYOUT PLAN
105+00
A
A
B
B
EL 290.00B.O.P.C.
EL 312.50T.O.W.
WP 1
EL 290.00B.O.P.C.
EL 321.38T.O.W.
WP 2
STA 104+85.90
WP 3
EL 290.00B.O.P.C.
EL 317.95T.O.W.
WP 4
EL 290.00B.O.P.C.
EL 306.00T.O.W.
WP 5
EL 290.00B.O.P.C.
EL 308.00T.O.W.
WP 6
EL 290.00B.O.P.C.
EL 320.47T.O.W.
WP 7
STA 105+24.10
WP 8
EL 290.00B.O.P.C.
EL 316.75T.O.W.
WP 9
EL 290.00B.O.P.C.
EL 300.50T.O.W.
WP 10
LT 24.34'
STA 105+29.04
T.O.H. EL 320.47
RT 37.15'
STA 104+79.16
T.O.H. EL 321.38
RT 42.84'
STA 105+19.60
T.O.H. EL 316.75
LT 30.02'
STA 104+88.60
T.O.H. EL 317.95
CLEAR
SPAN
36
'-0"
(TYP) 11"
LEG
L
ARCHED RIGID FRAME
PRECAST CONCRETE C
FLOWSTATIONING
L
MARSHALL AVENUE
KIMBALL AVENUE &
C CONSTRUCTION
CAP
(TYP)
3
'-9"
PILE
A
B
CBB14 EQUAL UNITS @ 4'-11•" 13 •" JOINTS = 70'-0" WINGWALL 235'-0"
WING
WALL 3
30'-0"
WING
WALL 1
35'-0"
WINGWALL 440'-0"
C
A
P (
T
Y
P)
3'-9"
PI
L
E
SHEET 24
COPING DETAIL ON
SEE C.I.P. VERTICAL
WORKING POINT COORDINATES
WP NORTHING EASTING
10
9
8
7
6
5
4
3
2
1
712536.5719 1473630.3360
712569.3707 1473653.5490
712597.1486 1473670.5365
712630.7193 1473660.6366
1473743.2356712582.8167
712574.8895 1473704.0290
712552.8812 1473688.0124
712514.3191 1473663.8680
712485.5442 1473672.3536
712532.6519 1473595.5562
BOTTOM OF PILE CAP
TOP OF WINGWALL
TOP OF HEADWALL
45 00'00"
50 00'00"
82 00'00"
B.O.P.C.
T.O.W.
T.O.H.
C
B
A
LEGEND
NOTES
FOR SECTIONS B-B , SEE SHEET 24.2.
FOR SECTIONS A-A , SEE SHEET 23.1.
PROJECT NO.
23 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910sub1AS SHOWN910910sub23
SHEET PRECAST CONCRETE BRIDGE DETAILS (1 OF 3) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910sub.dgn1:23:53 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTSEGMENT (TYP)
ONE PER
4" DIA WEEPER, SILANE (TYP)WATER REPELLENT, FLOW
TORCH APPLIED
WATERPROOFING,
SHEET MEMBRANE
SCALE: ‰" = 1'-0"
(TYP)
1'-0"(TYP)1'-0"(TYP)1'-0"CHANNEL EL 291.58
APPROXIMATE
L
SHLDR
4'-0"
SHLDR
4'-0"
3'-7"
G.S.
4'-0"
TRAVEL WAY
11'-0"
TRAVEL WAY
11'-0"
PATH
-0.020
1
:-4 1:4-0.020-0.020
4" TOPSOIL
1:-2
(TYP) 3" KEYWAY-0.020
EL 314.08
TOP OF ARCH EL 290.00
BOTTOM OF PILE CAP
EL 295.00
TOP OF PILE CAP
EL 295.25
TOP OF KEY WAY
CHANNEL EL 291.25
APPROXIMATE
CONSTRUCTION KIMBALL AVENUE & MARSHALL AVENUEC
4" TOPSOIL
GALVANIZED, STD G-1
STEEL BEAM GUARDRAIL,
1:-
1.5
WITH GEOTEXTILE UNDER
STONE FILL, TYPE II (2'-0" THICK)
4" SHARED USE PATH)
(6•" ROADWAY,
PAVEMENT
BITUMINOUS CONCRETE
24" SHARED USE PATH)
(18" ROADWAY,
GRAVEL, COARSE GRADED
SUBBASE OF CRUSHED
COURSE (TYP)
6" AGGREGATE SURFACE
BOARD
PROTECTION
I LAYER OF
SECTION A-A
PRECAST CONCRETE ARCHED RIGID FRAME
70'-0" OUT-TO-OUT
METAL PIPE VOID (TYP)
30" DIA CORRUGATED
POUR (TYP)
2'-0" CLOSURE
EL 315.67
FOR STRUCTURES
GRANULAR BACKFILL (TYP) 3" MIN 2'-6"
2'-7"
SHARED USE
10'-0"
SYSTEM (TYP)
PRECAST HEADWALL
6" THICK (LEVEL)
ON SHEET 24 (TYP)
CONNECTION DETAIL
TO ARCH RIGID FRAME
HEADWALL SYSTEM
SEE PRECAST
CONDUIT
CENTURYLINK
AT&T AND
PROJECT NO.
24 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910sub2AS SHOWN910910sub24
SHEET PRECAST CONCRETE BRIDGE DETAILS (2 OF 3) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910sub.dgn1:23:53 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VTGRADE
FINISHED
SCALE: ‰" = 1'-0"
SECTION B-B (TYP)
MATERIALS
ROADWAY
GROUND
EXISTING 19'-0"RISE(TYP)
4" DIA WEEPER
EL 290.00
BOTTOM OF PILE CAP
(TYP)
E-STONE, TYPE III
(TYP)
3'-0"
FOR STRUCTURES
GRANULAR BACKFILL
PAY LIMITS OF
STONE (ITEM 204.30) (TYP)
NON-WOVEN GEOTEXTILE UNDER CRUSHED
12" CRUSHED STONE BEDDING WRAPPED IN
(TYP)
STRUCTURE EXCAVATION
PAY LIMITS OF
(TYP)
(THIS SHEET)
SEE DETAIL "A"
WEEPERS (TYP)
540.10). DO NOT COVER
(INCIDENTAL TO ITEM
STICK MEMBRANE
VERTICAL PEEL AND
ARCH RIGID FRAME
PRECAST CONCRETE
36'-0"
LEVEL (TYP)
4'-0" BENCH
(INCIDENTAL TO ITEM 613.06)(TYP)
OR REPLACE STONES AS NEEDED
REMAIN AS PRATICABLE, SUPPLEMENT
EXISTING STONE EMBANKMENT TO
TYPICAL WINGWALL SECTION
FILL (TYP)
UNDER STONE
GEOTEXTILE SLOPE VARI
ESEL 290.00
BOTTOM OF PILE CAPMIN3" GRADE
FINISHED
(TYP)
SUITABLE FILL
NOT TO SCALE
IN ITEM 900.645 WW
204.30. COST INCLUDED
CONFORMING TO ITEM
FOR STRUCTURES
GRANULAR BACKFILL
PAY LIMITS OF
IN ITEM 900.645 WW
204.25. COST INCLUDED
CONFORMING TO ITEM
EXCAVATION
PAY LIMITS OF
GROUND
EXISTING
APPROXIMATE
STONE (ITEM 204.30) (TYP)
NON-WOVEN GEOTEXTILE UNDER CRUSHED
12" CRUSHED STONE BEDDING WRAPPED IN
900.645 WW) (TYP)
INCLUDED IN ITEM
MANUFACTURER. COST
DETERMINED BY WINGWALL
ORIENTATION TO BE
(LENGTH, NUMBER AND
RETAINING WALL STEM
(TYP)
EXCAVATION
CHANNEL
UNCLASSIFIED
PAY LIMITS OF
(2'-0" DEEP) (TYP)
E-STONE, TYPE I (ITEM 613.06) REPELLENT, SILANE LIMITS OF WATER MIN 1'-0"MIN 1'-0"MIN
1'-0"
1'-3"KEYWAY3" GROUT
NON-SHRINK
HIGH-STRENGTH
ITEM 540.10) (TYP)
(INCIDENTAL TO
STICK MEMBRANE
VERTICAL PEEL AND 1'-0" 1'-0"SCALE: 1" = 1'-0"
PILE CAP
CONCRETE
PRECAST
WEEPERS NOT SHOWN FOR CLARITY.2.
SEE SECTION B-B FOR LOCATION OF DETAIL.1.
NOTES NOMINAL1" DETAIL "A"
ITEM 540.10) (TYP)
(INCIDENTAL TO
STICK MEMBRANE
VERTICAL PEEL AND C JOINTL
NON-SHRINK GROUT
HIGH-STRENGTH
RIGID FRAME
CONCRETE ARCH
TOP OF PRECAST
SCALE: 1" = 1'-0"
TYPICAL JOINT SEAL DETAIL
PRECAST CONCRETE ARCH RIGID FRAME
(SEE NOTE)
APPROVED WATER STOP
ASTM D-1056 TYPE 2A. COMPRESSED TO 6" +/-.
WATERSTOP SHALL BE 1" NEOPRENE GASKET CONFORMING TO
NOTE
SCALE: 1" = 1'-0"
7•"
IN ARCH ELSEWHERE
CONCRETE AT CROWN, PRECAST
@ 3'-0" O.C., CAST IN C.I.P.
FERRULE LOOP INSERTS SPACED
ROUND WASHERS
BOLTS WITH
CURVED ANGLE
STAINLESS STEEL
THE FABRICATOR.
ACTUAL DIMENSIONS AND CALLOUTS SHALL BE DESIGNED BY
THIS DETAIL IS CONCEPTUAL AND USED TO CONVEY INTENT.
NOTE
SYSTEM
PRECAST HEADWALL
ARCH RIGID FRAME CONNECTION DETAIL
PRECAST HEADWALL SYSTEM TO SCALE: 1" = 1'-0"
WINGWALL
JOINT MATERIAL
•" EXPANSION
(TYP)
CONTINUOUS
#4 VERTICAL 9•" 4"
1'-9‡" (SE, SW & NW
1'-9…" (NE WINGWALL
WINGWALLS)
C.I.P. VERTICAL COPING DETAIL
1'-0"
PANEL)
(1'-0" EMBEDDED IN
#4 DOWEL 2'-0" LONG
SYSTEM
PRECAST HEADWALL
PROJECT NO.
25 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020910910sub3AS SHOWN910910sub25
SHEET PRECAST CONCRETE BRIDGE DETAILS (3 OF 3) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OFJCRPBD JAOK:\910910\2-CADD\CutSheets\910910sub.dgn1:23:54 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT(TYP)
#5 @ 12"
CLOSURE
2'-0"
POURPILE CAP3'-9"SCALE: •" = 1'-0"
PLAN (TYP) 3" CLRHP 14x89
PILE CAP5'-0"CLOSURE
2'-0"
POUR
(TYP)
7"
(TYP)
9"
CMP
30" DIA
PILE CAP5'-0"(TYP) 3" CLRLAP (TYP)
4'-6" MIN
MIN LAP
2'-10"
(TYP)
PILE CAP
PRECAST
CLOSURE POUR
C.I.P. CORNER
KEYWAY3" KEYWAY3" PRECAST PILE CAP CLOSURE POUR DETAILS
2'-0" CLOSURE POUR
PARTIAL ELEVATION
C.I.P. CORNER CLOSURE POUR
PARTIAL ELEVATION
EF
3-#5 EQ SP
(TYP)
#8 MC
#5 MC
(TOP & BOT)
#8 EF
(TYP)
1'-9"
CONCRETE STRUCTURE (ABUTMENTS).
2. ALL REINFORCING IN C.I.P. CLOSURE POURS SHALL BE INCIDENTAL TO ITEM 540.10A, PRECAST
NOT ALL REINFORCING SHOWN FOR CLARITY.1.
NOTES (2 TOP, 2 BOT) (TYP)
#8 ES
(TYP)
#5 @ 12"
2 BOT)
(2 TOP,
#8 @ 12"
(TYP)
SHEAR KEY
1•"x14"
(TYP)
HORIZONTAL BARS)
135 BEND) (TIE TO
#5 @ 12" (PROVIDE
EF
#5 @ 12"
SCALE: •" = 1'-0"
#5 @ 12"
(TYP)
3" CLR
(TYP)
#5 @ 12"
CMP
30" DIA
(TYP)
#5 @ 6"
DIA CMP
2'-6"PILE CAP3'-9"C
C
PLAN
SECTION C-C (TYP) 3" CLRPILE CAP5'-0"KEYWAY3" #5 @ 6"(TYP) 3" CLRPRECAST PILE CAP REINFORCING AT PILES
#8 EF (TYP)
#5 @ 12" OR
(TYP)
(TOP & BOT)
#8 EF
EF#5 @ 12"FORM
WITH A REMOVEABLE
INCHES OF THE VOID
FORM THE TOP 6" (TYP)10" (TOP & BOT)
#5 @ 12"(TYP) 3" CLR(TOP & BOT)
#8 E.F.
(TYP)
3" CLR
SCALE: •" = 1'-0"PILE CAP5'-0"KEYWAY3" SECTION BETWEEN PILES
PRECAST PILE CAP REINFORCINGEF#5 @ 12"(2 TOP, 2 BOT)
4-#8 EQ SP
(TYP)
#5 @ 12"
BACK FACE
FRONT FACE
FACES.
PLACE ALONG FRONT AND TOP
(CONFORMING TO ITEM 524.21).
•"x•" JOINT SEALER
(2'-0" WIDE)
STICK MEMBRANE
VERTICAL PEEL AND
•" CORK
C •" EXPANSION JOINTL
(TYP)
1'-0"
SCALE: •" = 1'-0"
EXPANSION JOINT DETAIL (PLAN VIEW)
SUBSTRUCTURE (PILE CAPS).
ALL WORK INCIDENTAL TO ITEM 540.10A, PRECAST CONCRETE
NOTE
3" Clear for FS-E4" Clear for FS-F
Quantity appearsto include bothmale and femaledowel segments,please confirm.
VERTICAL BARS B509 @ 12"
(HOOKED BARS IN KEYWAY AREA)
B502 @ 12" (TYP.
OUTSIDE OF CLOUDED
AREAS SHOWN)
A502
B802B501
B801
B509 28 5 bent see detail
48
5'-2"8"6"
B509
CCS Constructors, Inc.
138 Munson Ave.
Morrisville, VT 05661
P: (802) 888-7701 F: (802) 888-7772
www.ccscraneservice.com
4
910910
JAO 9/1/2021
Approval is only for general conformance with the design concept of theProject and the information given in the Contract Documents. Contractor isresponsible for dimensions to be confirmed and correlated at the job site;
information that pertains solely to the fabrication process or to the meansand methods of construction; coordination of the work for all trades; andperforming all work in a safe and satisfactory manner. This approval doesnot modify Contractor's duty to comply with Contract Documents.
Reviewed by
Checked by
Date
Date
Project No.
Approved
Approved as Noted (Resubmission not required)
Revise and Resubmit
Rejected (See accompanying letter)
No Action Required
Submittal Not Requested/ Returned Without Review
(Check mark designates action taken)
Project: Kimball Ave and Marshal Ave over Muddy Brook Bridge Replacement
VTrans Project No. TAP TA20(7)
City of South Burlington / Town of Williston
PROJECT NO.
26 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs1AS SHOWN910910xsNLC26
SHEET ROADWAY CROSS SECTIONS (1 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:04 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
101+75
320
330
340
350
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
102+00
320
330
340
350
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
102+25
310
320
330
340
350
ROWROWROWROW329.55 EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
329.93EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXISTING GAS
EXISTING GAS
EXISTING 15" CMP
EXISTING 15" CMP
EXIST.
MATCH EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
1
:-4
1:41:-4
0.038 -0.020
F.G. = 332.72
F.G. = 331.65
-0.020
101+90 BEGIN APPROACH
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
27 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs2AS SHOWN910910xsNLC27
SHEET ROADWAY CROSS SECTIONS (2 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:05 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
102+50
310
320
330
340
350
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
102+75
310
320
330
340
350
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
103+00
310
320
330
340
350
ROWROWROWROWROWROW14.1'4.0'14.2'
13.3'4.0'13.1'
12.3'4.0'12.2'330.67328.88328.48329.54327.86327.46326.88326.474.0'
4.0'
4.0'
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING 15" CMP
EXISTING 15" CMP
EXISTING 15" CMP
EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING CABLE
EXISTING CABLE
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
EXISTING TELEPHONE
1
:-4
1
:-4
1
:-4-0.020
0.040 -0.020
0.049 -0.020
0.068
1:-41:4 1:41
:-4
1:-41:4 1:41
:-4
1:4
1
:-40.064 -0.044
-0.044
0.064
-0.044
0.064
F.G. = 330.58
F.G. = 329.51
F.G. = 328.49
-0.020
-0.020
-0.020
-0.020
-0.020
-0.020
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
28 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs3AS SHOWN910910xsNLC28
SHEET ROADWAY CROSS SECTIONS (3 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:06 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
103+25
310
320
330
340
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
103+50
300
310
320
330
340
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
103+75
300
310
320
330
340
ROWROWROWROWROW11.3'4.0'11.5'
11.0'4.0'11.1'
11.0'4.0'11.0'4.0'325.98325.19324.514.0'
4.0'
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING 15" CMP
EXISTING 15" CMP
EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING TELEPHONE
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
1
:-4
-0.020
1
:-41:4 -0.020
1
:-41:4
-0.020
1:5.5
1:-2
1
:-9
1:-2
1
:-4
-0.044
0.0641:-4
F.G. = 327.56
F.G. = 326.72
F.G. = 325.98
-0.020
0.062 -0.044
-0.020
0.053
-0.020
-0.044
-0.020
-0.020
-0.020
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
29 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs4AS SHOWN910910xsNLC29
SHEET ROADWAY CROSS SECTIONS (4 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:07 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
104+00
300
310
320
330
340
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
104+25
290
300
310
320
330
340
ROWROWROWROW11.0'4.0'11.0'4.0'
11.0'4.0'11.0'4.0'323.90323.53EXISTING GAS
EXISTING GAS
EXISTING TELEPHONE
EXISTING TELEPHONE
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
1
:-41:4
-0.020
1:-2 1
:-41:4
-0.020
1:-21:-2
1:
-3F.G. = 325.33
F.G. = 324.77
-0.020
0.044 -0.044
0.036
-0.020
-0.036
-0.020
-0.020
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
30 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs5AS SHOWN910910xsNLC30
SHEET ROADWAY CROSS SECTIONS (5 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:07 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT280
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
104+50
280
290
300
310
320
330
340
280
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
104+75
280
290
300
310
320
330
340
ROWROWROW11.0'4.0'11.0'4.0'
11.0'4.0'11.0'4.0'323.26323.09EXISTING GAS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
ROAD (TO BE REMOVED)
EXISTING CONSTRUCTION ACCESS
1:-2 1
:-41:4
-0.020
1:-21:-2
1
:-41:4
-0.020
1:-1.5
F.G. = 324.31
F.G. = 323.94
-0.020
0.027 -0.027
0.018 -0.018
-0.020
-0.020
-0.020
SEE BRIDGE GRADING
SEE BRIDGE GRADING
SEE BRIDGE GRADING
_ edge of wetlands_ edge of wetlandsSCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
31 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs6AS SHOWN910910xsNLC31
SHEET ROADWAY CROSS SECTIONS (6 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:08 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT280
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
105+00
280
290
300
310
320
330
340
280
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
105+25
280
290
300
310
320
330
340
ROWROWROWROW11.0'4.0'11.0'4.0'
11.0'4.0'11.0'4.0'322.96322.831:-2 1
:-41:4
-0.020
1:-2 1:-31:3
-0.020
1:-1.5
1:-1.5
F.G. = 323.67
F.G. = 323.49
-0.020
0.009 -0.009
0.000
-0.020
0.000
-0.020
-0.020
SEE BRIDGE GRADING
SEE BRIDGE GRADING
SEE BRIDGE GRADING
_ edge of wetlands_ edge of wetlands_ edge of wetlandsSCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
32 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs7AS SHOWN910910xsNLC32
SHEET ROADWAY CROSS SECTIONS (7 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:09 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT280
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
105+50
280
290
300
310
320
330
340
280
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
105+75
280
290
300
310
320
330
340
ROWROWROWROW11.0'4.0'11.0'4.0'
11.0'4.0'11.0'4.0'323.01323.171:-2
-0.020
1:-3
1
:-41:4
-0.020
1:-1.5
1:-1.3
F.G. = 323.41
F.G. = 323.42
-0.020
-0.009 0.009
-0.018 0.018
1:-2.51:2.5
-0.020
-0.020
SEE BRIDGE GRADING _ edge of wetlands_ edge of wetlandsSCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
33 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs8AS SHOWN910910xsNLC33
SHEET ROADWAY CROSS SECTIONS (8 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:10 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT280
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
106+00
280
290
300
310
320
330
340
290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
106+25
290
300
310
320
330
340
ROWROWROWROW11.0'4.0'11.0'4.0'
11.0'4.0'11.0'4.0'323.71323.41EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING CABLE
EXISTING CABLE
1:-2 1
:-41:4
-0.020
1
:-41:4
-0.020
1:-1.4
1:-1.5
1:-4
F.G. = 323.54
F.G. = 323.75
-0.020
-0.026 0.026
-0.032 0.032
-0.020
-0.020
-0.020
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
34 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs9AS SHOWN910910xsNLC34
SHEET ROADWAY CROSS SECTIONS (9 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:11 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT290
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
106+50
290
300
310
320
330
340
300
310
320
330
340
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
106+75
300
310
320
330
340
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
107+00
310
320
330
340
350
ROWROWROWROWROWROW11.0'4.0'11.0'4.0'
11.0'4.0'11.0'4.0'
11.0'4.0'11.0'4.0'324.02EXISTING GAS
EXISTING GAS
EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING CABLE
EXISTING CABLE
EXISTING CABLE
1
:-41:4
-0.020
-0.020
1:-21:-1.5
1:-4
1:-4
1:-4
F.G. = 324.06
F.G. = 324.47
F.G. = 324.98
-0.020
-0.032 0.032
-0.032 0.032
-0.020
-0.032 0.032 -0.020
-0.020
-0.020
-0.020
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
35 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs10AS SHOWN910910xsNLC35
SHEET ROADWAY CROSS SECTIONS (10 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:11 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
107+25
310
320
330
340
350
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
107+50
310
320
330
340
350
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
107+75
310
320
330
340
350
ROWROWROWROWROWROW11.0'4.0'11.0'4.0'
11.0'4.5'11.0'4.0'
11.0'6.5'11.0'4.6'325.75325.59326.58EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING CABLE
EXISTING CABLE
EXISTING CABLE
-0.0201:-4
1:-4 1:4
1:-41:-4
1:2
F.G. = 325.59
F.G. = 326.29
F.G. = 327.09
-0.032 0.032
-0.020 -0.032 0.032
-0.020 -0.032 0.032
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES:
PROJECT NO.
36 36VAOT BRIDGE NO.DESIGNEDFILENAMEMODEL NAMEDRAWNCHECKEDSCALEDATEDECEMBER 2020NLC910910xs11AS SHOWN910910xsNLC36
SHEET ROADWAY CROSS SECTIONS (11 OF 11) www.hoyletanner.comTel (802) 860-1331125 College Street, 4th Floor, Burlington, VT 05401OF AGBK:\910910\2-CADD\CutSheets\910910xs.dgn1:24:12 AM3/17/2021910910
SHEET NO.than this project, without the written permission of Hoyle, Tanner.or transferred in any manner, including electronically, for any other purpose property of Hoyle, Tanner. It may not be used, reproduced, disseminated This document is prepared as an instrument of service and shall remain the REVDATEDESCRIPTIONBYCHKDBYDRWC19VTRANS PROJECT NO. TAP TA20(7)CITY OF SOUTH BURLINGTON, VT / TOWN OF WILLISTON, VT310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
108+00
310
320
330
340
350
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
108+25
310
320
330
340
350
310
320
330
340
350
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
310
320
330
340
350
ROWROWROWROWROWROW11.2'8.7'11.1'5.7'327.04327.31327.54EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
7.9'12.0'11.9'5.7'
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING TELEPHONE
EXISTING TELEPHONE
EXISTING TELEPHONE
1:-3
-0.070
1
:-4
1:2
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
F.G. = 327.87
F.G. = 328.53
F.G. = 329.05
-0.026 0.026-0.050
108+50 END APPROACH
SCALE
10 200
IN FEET
PRIOR TO CONSTRUCTION.
ALL EXISTING UTILITY LOCATIONS
CONTRACTOR SHALL FIELD VERIFY
DEPTHS ARE APPROXIMATE.
EXISTING UTILITY LOCATIONS AND
NOTES: