0
SCALE 1" = 50’-0"
50 50
2
25
BHF 016-1(29)
NAD83 (1996)
NAVD88
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 16404
16.6667
Origin La
titude:
42°30’
00.000
0"N
Central Me
ridian: 72
°30’00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercato
r
NAD83
Vermon
t State
Planes
VT83
ANDOVER
5-28-2012
R. GILMAN
(MM = 2.6555)
STA 11+50.00
BEGIN PROJECT
STA 11+86.75
BEGIN BRIDGE
TH
E
WI
LLI
AM
S
RI
VE
R
MI
DD
LE
BR
AN
CH
OF
(MM = 2.6785)
STA 12+75.00
END PROJECT
STA 12+35.25
END BRIDGE
FL
OW
10+00 11+00 12+00 13+00
14+0
0
14+7
514
+75
C. CARLSON, P.E.
LONDONDERRY
TO
CHESTERTO
VT 11
28-FEB-2014
PRELIMINARY PLANS
VERM ONTFREEDOM ANDUNITY
CANADA
ORLEANSESSEX
WASHI
NGTON
LAMOILLE
FRANKLIN
GR
AN
D IS
LE
ADDISON
CHIT
TENDEN
ORANGE
CA
LE
DO
NIA
WIN
DS
OR
RUTLAND
BE
NNIN
GT
ON
WINDHAM
N
VT
ST
AT
E P
LA
NE
GRID
APPROVED DATE
SHEET 1 OF SHEETS
DATUM
VERTICAL
HORIZONTAL
SURVEYED DATE :
SURVEYED BY :
PROJECT MANAGER :
PROJECT NAME :
PROJECT NUMBER :
NEW YORK
State of
MASSACHUSETTS
Commonwealth of
NEW HAMPSHIRE
State of
BRIDGE PROJECT
PROPOSED IMPROVEMENT
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 JULY 20, 201 1
FOR CONSTRUCTION DATED 201 1, AS APPROVED BY THE
WITH THESE PLANS AND THE STANDARD SPECIFICATIONS
CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE
DEVELOPMENT.
ADMINISTRATION OR THE DIRECTOR OF PROGRAM
CHANGES AS MAY BE REQUIRED BY THE FEDERAL HIGHWAY
THESE PLANS ARE SUBJECT TO SUCH ENGINEERING
AGENCY OF TRANSPORTATION
STATE OF VERMONT
QUALITY ASSURANCE PROGRAM : LEVEL DIRECTOR OF PROGRAM DEVELOPMENT
LENGTH OF PROJECT:
LENGTH OF ROADWAY:
LENGTH OF STRUCTURE:
PROJECT DESCRIPTION:
PROJECT LOCATION:
BHF 016-1(29)
ANDOVER
COUNTY OF WINDSOR
TOWN OF ANDOVER
ROUTE NO : VT RTE 11, RURAL MINOR ARTERIAL BRIDGE NO : 41
125.00 FEET
76.54 FEET
48.46 FEET
REMOVAL AND REPLACEMENT OF DECK AND SUPERSTRUCTURE WITH MINOR SUBSTRUCTURE REPAIRS
APPROXIMATELY 4.0 MILES EAST OF THE INTERSECTION OF VT 11 AND VT 121
3 25
s12b140typ.dgn
VT ROUTE 11 ROADWAY TYPICAL SECTION
BRIDGE TYPICAL SECTION
SCALE: �" = 1’-0"
*
C
GRADE
FINISH
ANDOVER
BHF 016-1(29)
S. PIRO
GRADE
FINISH
FLOW
VT 11
L
SCALE: �" = 1’-0"
CONCRETE PAVEMENT
* 3" BITUMINOUS
*
1�" TYPE IVS
1�" TYPE IVS OVER
(SEE STANDARD S-360A)
BOX BEAM (TYP)
GALVANIZED 2 RAIL
BRIDGE RAILING,
SAND BORROW
SUBBASE
- AGGREGATE SURFACE COURSE
- PAVEMENT (TOTAL THICKNESS)
SURFACE
+/- 1"
+/- 1"
+/- �"
+/- �"
MATERIAL TOLERANCES(IF USED ON PROJECT)
2�" TYPE IIS
2�" TYPE IIS OVER
1�" TYPE IVS OVER
1�" TYPE IVS OVER
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
-0.020
C. CARLSON
D. PETERSON
DETAIL SD-502.00)(TYP)
DRIP NOTCH (SEE STRUCTURES
-0.020
D. PETERSON
2’-0"
1’-6"
(TYP)
SHOULDERTO CURB (TYP)
5’-0" 11’-0" TRAVEL LANE 5’-6"11’-0" TRAVEL LANE
33’-0" FACE OF RAIL TO FACE OF RAIL
36’-0" FASCIA TO FASCIA
(DEPTH VARIES)
GRADED CRUSHED STONE
24" SUBBASE OF DENSE
-0.020
VARIES
CONCRETE PAVEMENT
* 8" BITUMINOUS
WITHOUT GUARDRAIL WITH GUARDRAIL
-0.060
SURFACE COURSE
6" AGGREGATE
~
12’-0" CLEAR ZONE FOR CUT
20’-0" CLEAR ZONE FOR FILL
SHOULDER (TYP)
2’-0"16’-0" FACE OF RAIL11’-0" TRAVEL LANE5’-0"
VARIES
(TYP)
6" (TYP)
7" (TYP)
TORCH APPLIED
WATERPROOFING,
SHEET MEMBRANE
1:2.5
~
SEED FORMULA) (TYP)
4" TOPSOIL (RURAL AREA
4’-0"
CLEAR ZONE
(TYP)
28" NEXT D BEAM
CL
VT 11
-0.020
W/2.4M (8 FEET) POSTS (SEE STANDARD G-1)
HD STEEL BEAM GUARDRAIL, GALVANIZED
TYPICAL SECTIONS SHEET
3’-9"5’-0"2’-5�"
(TYP) (TYP)(TYP)
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
4 25LEGEND SHEET
ANDOVER
BHF 016-1(29)
s12b140legend.dgn
C. CARLSON
D. PETERSON D. PETERSON
CZ
DITCH
FOUNDATION
GARDEN
HEDGE
E
L
T
R
D
BK
AH
STA
POE
POB
PRC
PCC
PT
CC
PI
PC
CURVE EXTERNAL DISTANCE
CURVE LENGTH OF
CURVE TANGENT LENGTH
CURVE RADUIS OF
CURVE DEGREE OF (100FT)
BACK STATION SUFFIX
AHEAD STATION SUFFIX
STATION PREFIX
POINT OF ENDING
POINT OF BEGINNING
POINT OF REVERSE CURVE
POINT OF COMPOUND CURVE
POINT OF TANGENCY
CENTER OF CURVE
POINT OF INTERSECTION
POINT OF CURVATURE
WITH PROPOSED ANNOTATION.
FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION
FOR EXISTING FEATURES, ALSO USED FOR PROPOSED
THESE ARE COMMON VAOT SURVEY POINT SYMBOLS
BODY OF WATER EDGE
WOOD LINE
STONE WALL
ROAD EDGE PAVEMENT
ROAD EDGE GRAVEL
DRIVEWAY EDGE
RAILROAD TRACKS
LEDGE EXPOSED
BRUSH LINE
WALL
SLOPE RIGHTS
SURVEY LINE
6F PROPERTY BOUNDARY
4F PROPERTY BOUNDARY
PROPERTY LINE (P/L)
TOWN BOUNDARY LINE
COUNTY BOUNDARY LINE
STATE BOUNDARY LINE
C
FENCE STEEL POST
FENCE (EXISTING)
FENCE WOOD POST
CULVERT (EXISTING)
ELECTRIC+CABLE
CABLE (TV)
ELECTRIC+TELEPHONE
UTILITY POLE GUY WIRE
ELECTRIC+TELEPHONE
PLAN LAYOUT MATCHLINE
CLEAR ZONE
TELEPHONE
ELECTRIC
CABLE+TELEPHONE
ELECTRIC+CABLE+TELEP.
ELECTRIC+TELEPHONE
ELECTRIC+CABLE
CABLE+TELEPHONE
SANITARY SEWER (SEPTIC)
ELECTRIC+CABLE+TELEP.
WATER LINE
GAS LINE
TELEPHONE
CABLE (TV)
ELECTRIC
CULVERT PROPOSED
BOTTOM OF DITCH L
STRUCTURE SUBSURFACE
HISTORIC DIST
ARCH
T&E
HISTORIC
AG
HABITAT
FLOOD PLAIN
.
SR SR SR
L
P P
L
FILTER CURTAIN
SILT FENCE
SILT FENCE WOVEN WIRE
EPSC MEASURES
WETLAND BOUNDARY
RIPARIAN BUFFER ZONE
SOIL TYPE BOUNDARY
HISTORIC STRUCTURE
HISTORIC DISTRICT BOUNDARY
HISTORIC AREA
AGRICULTURAL LAND
HAZARDOUS WASTE AREA
ENVIRONMENTAL RESOURCES
FISH & WILDLIFE HABITAT
FLOOD PLAIN
STORM WATER
USDA FOREST SERVICE LANDS
WILDLIFE HABITAT SUIT/CONN
CHECK DAM
ARCHEOLOGICAL BOUNDARY
ARCHEOLOGICAL & HISTORIC
UTILITY SYMBOLOGY
UNDERGROUND UTILITIES
ABOVE GROUND UTILITIES (AERIAL)
PROJECT DESIGN & LAYOUT SYMBOLOGY
CODE DESCRIPTIONPOINT
COMMON TOPOGRAPHIC POINT SYMBOLS
DESCRIPTION
PROPOSED GEOMETRY CODES
CODE
BARRIER FENCE
EPSC LAYOUT PLAN SYMBOLOGY
PROJECT CONSTRUCTION SYMBOLOGY
EROSION MATTING
PROJECT CONSTRUCTION FEATURES
STONE FILL
TOE OF FILL SLOPE
TOP OF CUT SLOPE CONVENTIONAL TOPOGRAPHIC SYMBOLOGY
EXISTING FEATURES
CONVENTIONAL BOUNDARY SYMBOLOGY
STRIPING LINE REMOVAL
REQUIRING RE-VEGETATION
DISTURBED AREAS
THREATENED & ENDANGERED SPECIES
SHEET PILES
HAZARDOUS WASTE
WSO
WELL
VCTRL
TSIGN
TIE
TEL
STUMP
SIGN
SHRUB
SAT
S
RRSL
RRSIG
POST
PMK
PM
MM
MH
MB
LI
IPIPE
IP
HYD
HVCTRL
HCTRL
H
GV
GUYW
GUY
GSO
GP
GASFIL
FPOLE
EL
DITHR
COMB
CB
BND
BM
APL
PERMANENT EASEMENT LINE (P)
TEMPORARY EASEMENT LINE (T)
BOUNDARY LINES
DESCRIPTIONCODE
IRON PIN TO BE SET
BNDNS
IPNS
CALC
POINT
STATE ROW
TOWN ROW
STATE ROW (LIMITED ACCESS)
PROJECT DEMARCATION FENCE
TREE PROTECTION ZONE (TPZ)
PROPOSED STATE R.O.W.
PROPOSED STATE R.O.W. (LIMITED ACCESS)
BOUND TO BE SETBNDNS
IPNS
BOUND SET
IRON PIN SET
R.O.W. ABBREVIATIONS (CODES) & SYMBOLS
OHW
USED TO CLARIFY AS NEEDED.
VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE
SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY
AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND
LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION,
USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER
STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS
THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER
SYMBOLOGY LEGEND NOTE
GENERAL INFORMATION
ROAD GUARDRAIL
WATER SHUT OFF
WELL
CONTROL VERTICAL
SIGN W/DOUBLE POST
TIE
TELEPHONE POLE
STUMP
SIGN
SHRUB
SATELLITE DISH
TREE SOFTWOOD
RAILROAD SWITCH LEVER
RAILROAD SIGNAL
POST STONE/WOOD
PROJECT MARKER
PARKING METER
MILE MARKER
MANHOLE (MH)
MAILBOX
LIGHT - STREET OR YARD
IRON PIPE
IRON PIN
HYDRANT
CONTROL HORIZ. & VERTICAL
CONTROL HORIZONTAL
TREE HARDWOOD
GATE VALUE
GUY WIRE
GUY POLE
GAS SHUT OFF
GUIDE POST
GAS FILLER
FLAGPOLE
ELECTRIC POWER POLE
DROP INLET THROATED DNC
COMBINATION POLE
CATCH BASIN
BOUND
BENCH MARK
BOUND APPARENT LOCATION
PROW PROPOSED ROW POINT
LENGTH LENGTH CARRIED ON NEXT SHEET
EXISTING ROW POINT
(T)
(P)
UE
SR
R&REP
R&RES
LAND
I&M
HWY
EC
DRIVE
DR
DIT
D&C
CUL
CONST
CH
TEMPORARY EASEMENT
PERMANENT EASEMENT
UTILITY EASEMENT
SLOPE RIGHT
REMOVE & REPLACE
REMOVE & RESET
LANDSCAPE EASEMENT
INSTALL & MAINTAIN EASEMENT
HIGHWAY EASEMENT
EROSION CONTROL
DRIVEWAY EASEMENT
DRAINAGE EASEMENT
DITCH EASEMENT
DISCONNECT & CONNECT
CULVERT EASEMENT
CONSTRUCTION EASEMENT
CHANNEL EASEMENT
ORDINARY HIGH WATER (OHW)
WETLAND BUFFER ZONE
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
5 25
ANDOVER
BHF 016-1(29)
C. CARLSON
D. PETERSON D. PETERSON
SURVEY TIE SHEET
s12b140tie.dgn
DATUM
VERTICAL
HORIZONTAL
ALI
GN
ME
NT
TI
ES
TR
AV
ER
SE
TI
ES
GP
S
CO
NT
RO
L
POI
NT
S
NAVD 88
NAD 83 (96)
ADJUSTMENT NONE
NORTH =
EAST =
ELEV. =
NORTH =
EAST =
ELEV. =
NORTH =
EAST =
ELEV. =
NORTH =
EAST =
ELEV. =
NORTH =
EAST =
ELEV. =
NORTH =
EAST =
ELEV. =
HVCTRL #4 NORTH = 277421.339
EAST = 1586957.674
ELEV. = 1067.003
NORTH =
EAST =
ELEV. =
HVCTRL #3 NORTH = 277154.304
EAST = 1586402.825
ELEV. = 1077.701
NORTH =
EAST =
ELEV. =
HVCTRL #1
EAST = 1583690.570
ELEV. = 1137.542
NORTH = 276627.440
SIMONSVILLE HVCTRL #2
EAST = 1585221.640
ELEV. = 1104.463
NORTH = 276452.330
SIMONSVILLE AZ MK
*MAIN TRAVERSE COMPLETED 5/28/2012 BY R.GILMAN P.C. & P.WINTERS & C.CYR
SIGN AND A FIBERGLASS WITNESS POST.
HOUSE, 14.0 M (45.9 FT) EAST OF POLE NO. 1/230A/220-A, AND 1.8 M (5.9 FT) SOUTH OF A STOP
HILL ROAD, 11.3 M (37.1 FT) WEST OF THE NORTHWEST PORCH CORNER OF A 1 1/2 STORY WOOD FRAME
LOWER THAN THE CENTERLINE OF VT.ROUTE 11, 3.6 M (11.8 FT) EAST OF THE CENTERLINE OF HOWARD
MONUMENT SET 1.1 M (3.6 FT) DEEP. IT IS 16.3 M (53.5 FT) SOUTH OF AND ABOUT 0.3 M (1.0 FT)
RIGHT. THE MARK IS SET 2 CM BELOW GROUND SURFACE IN THE TOP OF 30 CM DIAMETER CONCRETE
MI (6.0 KM) TO THE INTERSECTION OF HOWARD HILL ROAD RIGHT AND THE SITE OF THE MARK ON THE
OF VT.ROUTES 121 AND 11 IN NORTH WINDHAM LONDONDERRY) GO NORTHEAST ALONG VT.ROUTE 11 FOR 3.7
GENERAL LOCATION ANDOVER, VT. IN THE VILLAGE OF SIMONSVILLE. TO REACH FROM THE INTERSECTION
POLE NO. 242/227, AND 1.6 M (5.2 FT) SOUTH OF A FIBERGLASS WITNESS POST.
OF VT.ROUTE 11, 33.3 M (109.3 FT) NORTHWEST OF POLE NO.237, 39.4 M (129.3 FT) NORTHEAST OF
IS 5.5 M (18.0 FT) NORTH OF AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE NORTH EDGE OF PAVEMENT
HILL ROAD (SOUTH) . THE MARK IS SET IN THE TOP OF A 0.8 X 0.6 M (2.0 FT) ROCK OUTCROP. IT
0.3 MI (0.5 KM) WEST OF THE INTERSECTION OF VT.ROUTE 11 AND HILL TOP ROAD (NORTH) AND HOWARD
MI (5.5 KM) TO THE SITE OF THE MARK ON THE LEFT IN A ROCK OUTCROP IN A GRASSY AREA. IT IS
OF VT.ROUTES 121 AND 11 IN NORTH WINDHAM (LONDONDERRY) GO NORTHEAST ALONG VT.ROUTE 11 FOR 3.4
GENERAL LOCATION ANDOVER, VT. IN THE VILLAGE OF SIMONSVILLE. TO REACH FROM THE INTERSECTION
S. PINE
.
S. BASSWOOD
M.MAPLE
3 M. MAPLE
M. MAPLE
57.55
49.49
21.88
21.48
ELEV: 11073.34
BM #1 RRSIR
20.80
N
VT
ST
AT
E
PL
AN
E
GRID
N
VT
ST
AT
E
PL
AN
E
GRID
SCALE 1" = 20’-0"
20 0 20
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 16404
16.6667
Origin La
titude:
42°30’
00.000
0"N
Central Me
ridian: 72
°30’00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercator
NAD83
Vermon
t State
Planes
VT83
LAYOUT
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
6 25LAYOUT SHEET
ANDOVER
BHF 016-1(29)
C. CARLSON
D. PETERSON D. PETERSON
s12b140nu1.dgn
VT 11 STA 13+25.00 - 13+75.00 RT
CONSTRUCT DRIVE (PAVED)
VT11 STA 13+25.00 - 13+75.00
VT11 STA 10+50.00 - 11+00.00
COLD PLANING, BITUMINOUS PAVEMENT
LIMITS (TYP)
CONSTRUCTION
STA 10+50.00
BEGIN APPROACH
FG = 1068.71’
STA 12+35.25
END BRIDGE
STA 13+75.00
END APPROACH
STA 10+00.00
POB
STA 13+20.39
PI
= 90° LT
=CHANNEL STA 51+00.00
MAINLINE STA 12+25.00
STA 14+10.77
PT
STA 14+75.00
POESTA 52+00.00
POE
STA 50+00.00
POB
50
+00
51
+00
52
+00
STA 11+50.00
BEGIN PROJECT STA 12+75.00
END PROJECT
TYPE II (TYP)
STONE FILL
VT 11 STA 10+50.00 - 13+75.00 LT/RT
4" YELLOW LINE
VT 11 STA 10+50.00 - 13+75.00 RT
VT 11 STA 10+50.00 - 13+75.00 LT
4" WHITE LINE
VT 11 STA 12+33.95 - 12+44.00 LT
VT 11 STA 12+33.95 - 12+58.50 RT
VT 11 STA 11+45.00 - 11+87.99 LT
VT 11 STA 11+40.00 - 11+87.99 RT
STONE FILL, TYPE II
VT11 STA 12+34.79 - 13+00.91 LT
VT11 STA 12+34.63 - 12+97.33 RT
VT11 STA 11+23.47 - 11+87.63 LT
VT11 STA 11+23.27 - 11+87.09 RT
REMOVAL AND DISPOSAL OF GUARDRAIL
VT 11 STA 12+33.73 - 12+63.48 RT
VT 11 STA 12+33.65 - 12+65.13 LT
VT 11 STA 11+57.66 - 11+88.25 RT
VT 11 STA 11+57.66 - 11+88.25 LT
GUARDRAIL APPROACH SECTION, GALVANIZED 2 RAIL BOX BEAM
VT11 STA 11+88.25 - 12+33.65 LT
VT11 STA 11+88.25 - 12+33.73 RT
BRIDGE RAILING, GALVANIZED 2 RAIL BOX BEAM
VT11 STA 12+65.13 - 13+03.75 LT
VT11 STA 12+63.48 - 12+99.93 RT
VT11 STA 11+20.16 - 11+57.66 LT
VT11 STA 11+20.16 - 11+57.66 RT
MANUFACTORED TERMINAL SECTION, TANGENT
R=16’
VT 11 STA 12+35.20 - 12+76.03 LT
VT 11 STA 12+35.20 - 12+73.78 RT
VT 11 STA 11+47.03 - 11+86.74 LT
VT 11 STA 11+47.03 - 11+86.74 RT
CAST-IN-PLACE CONCRETE CURB, TYPE B
10+00 11+00 12+0013+00
14+0
0
14+7
514
+75
E = 7.30’
L = 182.31’
T = 91.93’
R = 575.00’
CURVE (1)
STA 12+28.46
PC
(TYP)
FG = 1069.38’
STA 11+86.75
BEGIN BRIDGE
HVCTRL
100
HVCTRL
101
HVCTRL
102
HVCTRL
103
HVCTRL
4
TIE
DIST=21.48
TIE
DIST=20.80TIE
DIST=21.88
MED.
SPRUCE
MED.
MAPLES
EXISTING BRIDGE INFO
CONCRETE T-BEAM,
WIDENED WITH STEEL BEAMS
BUILT IN 1927,
WIDENED IN 1963
SPAN = 44’
WIDTH = 35’
BENCHMARK
RR SPIKE IN POLE
ELEV = 1073.34
EXISTING R.O.W.
EXISTI
NG R.
O.W.
EXISTI
NG R.
O.W.
EXISTING R.O.W.
MI
DD
LE
BR
AN
CH
OF
TH
E
WI
LLI
AM
S
RI
VE
R
FL
OW
18"
RC
P
FL
OW
18" CPEPFLOW
STONE FILL
VT 11
TO LONDONDERRY
VT 11
TO CHESTER
GRAVEL
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
GUYPOLE
ARTESIAN
WELL
BENCHMARK
RR SPIKE IN ROOT
ELEV = 1066.48COMB
#221/2/210
GUY WIRE
GUY WIRE
COMB
#221A
COMB
#1/220/209
GUY WIRE
COMB
#1/208
GUY WIRE
COMB
#1/218/207
GUY WIRE
GUY WIRECOMB
#1/222/2/211
WOOD FENCE
WOOD FENCE
.
FINISH GRADES ALONG PROPOSED CENTERLINE.
ELEVATIONS SHOWN TO THE NEAREST HUNDREDTH ARE
EXISTING GROUND ALONG PROPOSED CENTERLINE.
ELEVATIONS SHOWN TO THE NEAREST TENTH ARE
NOTE:
VERTICAL SCALE: 1" = 10’-0"
HORIZONTAL SCALE: 1" = 20’-0"
PROFILE ALONG VT 11
VT-11 PROPOSED
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. CARLSON
D. PETERSON
S. PIRO
D. PETERSON
BHF 016-1(29)
ANDOVER
7 25PROFILE SHEET
1030
1040
1050
1060
1070
1080
1090
11001100
1030
1040
1050
1060
1070
1080
1090
11001100
10
+00
10
+25
10
+50
10
+75
11
+00
11
+25
11
+50
11
+75
12
+00
12
+25
12
+50
12
+75
13
+00
13
+25
13
+50
13
+75
14
+00
14
+25
GROUND
EXISTING
STA 12+75.00
END PROJECT
STA 10+50.00
MATCH EXISTING
BEGIN APPROACH
STA 13+75.00
MATCH EXISTING
END APPROACH
1071.25
1070.91
1070.57
1070.23
1069.89
1069.55
1069.20
1068.86
1068.52
1068.18
1067.84
1067.50
1067.16
1066.81
1071.6
1071.3
1070.8
1070.4
1070.0
1069.6
1069.4
1055.3
1055.4
1068.5
1068.2
1067.8
1067.5
1067.1
1066.8
1066.5
STA 11+50.00
BEGIN PROJECT
PVI 13+75.00
ELEV 1066.81
-1.3652%
ELEV 1071.25
PVI 10+50.00
FG = 1069.38
STA 11+86.75
BEGIN BRIDGE
FG = 1068.71
STA 12+35.25
END BRIDGE
s12b140pro.dgn
0.02
0.04
0.06
0
-0.02
-0.04
VT 11 BANKING DIAGRAM
-0.06
e = -0.0204
STA 10+50.00
e = -0.0611
STA 13+75.00
e = -0.0187
STA 10+50.00
e = 0.0456
STA 13+75.00
VERTICAL SCALE: 1" = 0.02 ’/’
HORIZONTAL SCALE: 1" = 20’-0"
-0.08
10
+50
10
+75
11
+00
11
+25
11
+50
11
+75
12
+00
12
+25
12
+50
12
+75
13
+00
13
+25
13
+50
13
+75
14
+25
0.02
0.04
0.06
0
-0.02
-0.04
-0.06
-0.08
10
+00
0.080.08
10
+25
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF8 25
ANDOVER
BHF 016-1(29)
AND SHOULDER
LEFT TRAVEL LANE
14
+00
C. CARLSON
D. PETERSON
S. PIRO
STA 11+86.75
BEGIN BRIDGE
STA 12+35.25
END BRIDGE
BANKING DIAGRAM
AND SHOULDER
RIGHT TRAVEL LANE
e = -0.0609
STA 13+25.00
e = 0.0444
STA 13+25.00
STA. 13+75.00
MATCH EXISTING
END APPROACH
STA. 12+75.00
END PROJECTSTA 10+50.00
MATCH EXISTING
BEGIN APPROACH
STA 11+50.00
BEGIN PROJECT
D. PETERSON
s12b140pro.dgn
103
11
10
103
103
GR
EE
NM
OU
NT
AIN
R.R.
CHESTER-
CHESTER DEPOT
URBAN COMPACT
GASSETTS
REEDVILLE
100
GR
EE
N
MTN.
R.R.
103131
GREEN
MTN.
R.R.
CAVENDISH
155
100
100
10011
11
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF9 25
1
7
LONDONDERRY
WESTON
LUDLOW
ANDOVER
BHF 016-1(29)
s12b140detour.dgn
BRIDGE 41
100
121
C. CARLSON
D. PETERSON
S. PIRO
D. PETERSON
TRAFFIC CONTROL SHEET
B
A
35
SCALE 1" = 20’-0"
20 0 20
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 16404
16.6667
Origin La
titude:
42°30’
00.000
0"N
Central Me
ridian: 72
°30’00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercator
NAD83
Vermon
t State
Planes
VT83
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
10 25
ANDOVER
BHF 016-1(29)
C. CARLSON
D. PETERSON D. PETERSON
UTILITY LAYOUT SHEET
s12b140util.dgn
UTILITY LAYOUT
COMB
#221/2/210
COMB
#221A
COMB
#1/220/209
COMB
#1/208
COMB
#1/218/207COMB
#1/222/2/211
10+00 11+00 12+0013+00
14+0
0
14+7
514
+75
STA 12+75.00
END PROJECT
FG = 1068.72’
STA 12+35.20
END BRIDGE
STA 10+50.00
BEGIN APPROACH
STA 11+50.00
BEGIN PROJECT
STA 13+75.00
END APPROACH
FG = 1069.38’
STA 11+86.74
BEGIN BRIDGE
CAN BE DE-ENERGIZED AT THE REQUEST OF THE CONTRACTOR
NOTE: THE SECTION BETWEEN COMB 220 & 221
RETAIN EXISTING POLE
AND GUY WIRE
REMOVE EXISTING POLE
AND GUY WIRE
REMOVE EXISTING POLE
STA. 12+82.0 39’-0" RIGHT
NEW POLE W/ ANCHOR COMB 220
AND GUY WIRE
RETAIN EXISTING POLE
REMOVE EXISTING POLE
TO THE NEW POLE
CONNECT EXISTING SERVICE LINE
STA. 10+89.0 35’-0" RIGHT
NEW POLE W/ ANCHOR COMB 221 TO NEW POLE
AND ELECTRIC/TELEPHONE RISERS
CONNECT EXISTING SERVICE LINE
STA. 13+79.50 23’-6" RIGHT
NEW POLE W/ ANCHOR
.
FG = 1068.71’
STA 12+35.25
END BRIDGE
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
11 25
ANDOVER
BHF 016-1(29)
s12b140pe.dgn
C. CARLSON
D. PETERSON D. PETERSON
PLAN AND ELEVATION SHEET
ELEVATION
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 16404
16.6667
Origin La
titude:
42°30’
00.000
0"N
Central Me
ridian: 72
°30’00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercato
r
NAD83
Vermon
t State
Planes
VT83
1060
1070
1080
1090
51
+00
PLAN
1050
1060
1070
1080
1090
TH
E
WI
LLI
AM
S
RI
VE
R
MI
DD
LE
BR
AN
CH
OF
FG = 1069.35’
STA 11+89.00
L BEARING #1C
FG = 1068.75’
STA 12+33.00
L BEARING #2C
Q100
WOOD FENCE
~ = 90°
CHANNEL STA 51+00.00
VT 11 STA 12+25.00 =
11+00 12+00
13+00
STA 12+28.46
PC
ST
A 13
+20.39
PI
90°
TO CL BEARING
GALVANIZED 2 RAIL BOX BEAM (LEFT)
GALVANIZED 2 RAIL BOX BEAM (RIGHT)
48’-3�" PAY LIMIT BRIDGE RAILING
EL= 1064.0’
44’-0" CL BEARING
GALVANIZED 2 RAIL BOX BEAM (TYP)
48’-7�" PAY LIMIT BRIDGE RAILING29’-1" - PAY LIMITS GUARDRAIL APPROACH SECTION
1:1.5 1:1.5
1:1.51:1.5
37’-6" TANGENTAL TERMINAL
SEE STANDARD G-19
1’-6"
(TYP)
WW1
WW2 WW4
WW3
TYPE II (TYP)
STONE FILL,
FG = 1069.38’
STA 11+86.75
BEGIN BRIDGE
TYPE II (TYP)
STONE FILL,
SCALE 1" = 10’-0"
10 0 10
SCALE 1" = 10’-0"
10 0 10
VT 11 MATERIAL TRANSITION DETAIL
10
+50
10
+75
ST
A. 11
+50.00
BE
GI
N
PR
OJ
EC
T
ST
A. 10
+50.00
BE
GI
N
AP
PR
OA
CH
ST
A. 13
+75.00
EN
D
AP
PR
OA
CH
ST
A. 12
+75.00
EN
D
PR
OJ
EC
T
ST
A. 11
+86.75
BE
GI
N
BRI
DG
E
ST
A. 12
+35.25
EN
D
BRI
DG
E
ST
A. 11
+00.00
TR
AN
SI
TI
ON
BE
GI
N
MA
TE
RI
AL
ST
A. 13
+25.00
TR
AN
SI
TI
ON
EN
D
MA
TE
RI
AL
11
+00
11
+25
11
+50
11
+75
12
+50
12
+75
13
+00
13
+25
13
+50
13
+75
GRADED CRUSHED STONE
24" SUBBASE OF DENSE
GRADED CRUSHED STONE
24" SUBBASE OF DENSE
SLAB
15" APPROACH
SLAB
15" APPROACH
3"
8"
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
12 25
ANDOVER
BHF 016-1(29)
C. CARLSON
D. PETERSON D. PETERSON
MATERIAL TRANSITION
25’-0"25’-0"
50’-0"
LIMITS OF COLD PLANING (TYP)
(TYP) (TYP)
4’-0"
1�
"
s12b140pro.dgn
BEGIN APPROACH
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
13 25
ANDOVER
BHF 016-1(29)
s12b140xs.dgn
C. CARLSON
D. PETERSON D. PETERSON
VT 11 CROSS SECTIONS SHEET 1
BEGIN APPROACH
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
10+25
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
10+50
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
10+75
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
11+00
1030
1040
1050
1060
1070
1080
1090
1100
STA.10+25 TO STA.11+00
-0.020 -0.019
1:-4.0 -0.020 -0.019
1:-4.0
1:-2.0
-0.020 -0.020 1:-2.3
F.G. = 1070.91
F.G. = 1070.57MATCH EXISTING
BEGIN PROJECT
END APPROACH
GRUBBING MATERIAL
GEOTEXTILE UNDER STONE FILL
BEGIN STONE FILL, TYPE II
STA 11+45.00 LT & 11+40.00 RT
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
14 25
ANDOVER
BHF 016-1(29)
s12b140xs.dgn
C. CARLSON
D. PETERSON D. PETERSON
VT 11 CROSS SECTIONS SHEET 2
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
11+25
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
11+50
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
11+75
1030
1040
1050
1060
1070
1080
1090
1100
STA.11+25 TO STA.11+75
1:-2.0
-0.020 -0.008 1:-2.0
1:-1.8
-0.020 0.003 1:-1.7
1:-1.5
-0.060 -0.020 0.011-0.0601:-1.5
1:-1.5
-0.020 0.015 1:-1.5
11+67.75
F.G. = 1070.23
F.G. = 1069.89
F.G. = 1069.66
F.G. = 1069.55
RESUME ROADWAY
END BRIDGE
BEGIN BRIDGE
END ROADWAY
GRUBBING MATERIAL
GEOTEXTILE UNDER STONE FILL
END STONE FILL, TYPE II
STA 11+85.75 LT & RT
GRUBBING MATERIAL
GEOTEXTILE UNDER STONE FILL
BEGIN STONE FILL, TYPE II
STA 12+35.25 LT & RT
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
15 25
ANDOVER
BHF 016-1(29)
s12b140xs.dgn
C. CARLSON
D. PETERSON D. PETERSON
VT 11 CROSS SECTIONS SHEET 3
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
12+00
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
12+25
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1030
1040
1050
1060
1070
1080
1090
1100
STA.11+87 TO STA.12+35
-0.020 0.020
-0.020 0.020
-0.020 0.020
-0.020 0.020
11+87.75
12+35.25
F.G. = 1069.38
F.G. = 1069.20
F.G. = 1068.86
F.G. = 1068.72
1:2.5
1:1.5 1:1.
5
1:
1.
0
GRUBBING MATERIAL
GEOTEXTILE UNDER STONE FILL
END STONE FILL, TYPE II
STA 12+44.00 LT
GRUBBING MATERIAL
GEOTEXTILE UNDER STONE FILL
END STONE FILL, TYPE II
STA 12+58.50 RT
BEGIN APPROACH
END PROJECT
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
16 25
ANDOVER
BHF 016-1(29)
s12b140xs.dgn
C. CARLSON
D. PETERSON D. PETERSON
VT 11 CROSS SECTIONS SHEET 4
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
12+50
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
12+75
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
13+00
1030
1040
1050
1060
1070
1080
1090
1100
STA.12+50 TO STA.13+00
1:-2.8 -0.027 0.024
1:-1.6
1:-1.9
-0.029 -0.0251:-1.9
1:-2.0 -0.038 0.031
1:-4.0
1:4.0-0.050
0.0381:-4.0
12+55.25
F.G. = 1068.52
F.G. = 1068.45
F.G. = 1068.18
F.G. = 1067.84
1:2.
8
1:2.
8
CONSTRUCT DRIVE
STA 13+25.00 RT - STA 13+75.00 RT END APPROACH
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
17 25
ANDOVER
BHF 016-1(29)
s12b140xs.dgn
C. CARLSON
D. PETERSON D. PETERSON
VT 11 CROSS SECTIONS SHEET 5
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
13+25
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
13+50
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
13+75
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
14+00
1030
1040
1050
1060
1070
1080
1090
1100
STA.13+25 TO STA.14+00
1:4.1-0.061
0.0441:-4.0
1:4.1-0.061
0.045 -0.031
-0.0610.046
F.G. = 1067.50
F.G. = 1067.16
MATCH EXISTING
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
18 25
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+70
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+75
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+80
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+90
1030
1040
1050
1060
1070
1080
1090
1100
STA.50+70 TO STA.50+90
ANDOVER
BHF 016-1(29)
C. CARLSON
D. PETERSON D. PETERSON
CHANNEL CROSS SECTIONS SHEET 1
s12b140xs.dgn
OHWOHW
OHW
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
19 25
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+00
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+10
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+20
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+25
1030
1040
1050
1060
1070
1080
1090
1100
STA.51+00 TO STA.51+25
ANDOVER
BHF 016-1(29)
s12b140xs.dgn
C. CARLSON
D. PETERSON D. PETERSON
CHANNEL CROSS SECTIONS SHEET 2
OHW
OHW
OHW
OHW
S. PIRO
20 25
C. CARLSON
BHF 016-1(29)
ANDOVER
D. PETERSON D. PETERSON
EPSC NARRATIVE
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
s12b140ero_det.dgn
SPRUCE
MED.
MAPLES
MED.
EXISTING R.O.W.
EXISTI
NG R.
O.W.
EXISTI
NG R.
O.W.
EXISTING R.O.W.
TH
E
WI
LLI
AM
S
RI
VE
R
MI
DD
LE
BR
AN
CH
OF
FL
OW
18"
RC
P
FL
OW
18" CPEPFLOW
STONE FILL
TO LONDONDERRY
VT 11
TO CHESTERVT
11
GRAVEL
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
WELL
ARTESIAN
10+00 11+00 12+0013+00
14+0
0
14+7
514
+75
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF21 25
ANDOVER
BHF 016-1(29)
SCALE 1" = 20’-0"
20 0 20
C. CARLSON
D. PETERSON
S. PIRO
D. PETERSON
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 16404
16.6667
Origin La
titude:
42°30’
00.000
0"N
Central Me
ridian: 72
°30’00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercator
NAD83
Vermon
t State
Planes
VT83
EPSC EXISTING LAYOUT
EXISTING LAYOUTs12b140bdr_ero.dgn
HYDROLOGICAL SOIL GROUP: A
K-FACTOR = .24, 3%-8% SLOPES
(POTENTIALLY HIGHLY ERODIBLE)
COLTON FINE SANDY LOAM
SOIL INFORMATION:
HYDROLOGICAL SOIL GROUP: A
K-FACTOR = .17, 25%-60% SLOPES
(HIGHLY ERODIBLE)
ADAMS LOAMY FINE SAND
SOIL INFORMATION:
SEE "LEGEND SHEET" FOR LEGEND
REFER TO CROSS SECTIONS FOR FINAL GROUND CONTOURS
NOTE:
1060
1060
1060
1060
1060
1060
1060
.
1070
1070
1070
1070
1070
1070
1070
MED.
SPRUCE
MED.
MAPLES
EXISTING R.O.W.
EXISTI
NG R.
O.W.
EXISTI
NG R.
O.W.
EXISTING R.O.W.
MI
DD
LE
BR
AN
CH
OF
TH
E
WI
LLI
AM
S
RI
VE
R
FL
OW
18"
RC
P
FL
OW
18" CPEPFLOW
STONE FILL
VT 11
TO LONDONDERRY
VT 11
TO CHESTER
GRAVEL
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
ARTESIAN
WELL
STA 10+50.00
BEGIN APPROACH
FG = 1068.71’
STA 12+35.25
END BRIDGE
STA 13+75.00
END APPROACH
50
+00
51
+00
52
+00
STA 11+50.00
BEGIN PROJECT STA 12+75.00
END PROJECT
TYPE II (TYP)
STONE FILL
10+00 11+00 12+0013+00
14+0
0
14+7
514
+75
FG = 1069.38’
STA 11+86.75
BEGIN BRIDGE
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF22 25
ANDOVER
BHF 016-1(29)
C. CARLSON
D. PETERSON
S. PIRO
D. PETERSON
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 16404
16.6667
Origin La
titude:
42°30’
00.000
0"N
Central Me
ridian: 72
°30’00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercator
NAD83
Vermon
t State
Planes
VT83
EPSC CONSTRUCTION LAYOUT
SCALE 1" = 20’-0"
20 0 20
CONSTRUCTION LAYOUTs12b140bdr_ero.dgn
ZO
NE
RI
PA
RI
AN
BU
FF
ER
ZO
NE
RI
PA
RI
AN
BU
FF
ER
ZO
NE
RI
PA
RI
AN
BU
FF
ER
ZO
NE
RI
PA
RI
AN
BU
FF
ER
ENTRANCE
CONSTRUCTION
STABALIZED
ENTRANCE
CONSTRUCTION
STABALIZED
SEE "LEGEND SHEET" FOR LEGEND
REFER TO CROSS SECTIONS FOR FINAL GROUND CONTOURS
NOTE:
1060
1060
1060
1060
1060
1060
.
1070
1070
1070
1070
1070
1070
MED.
SPRUCE
MED.
MAPLES
EXISTING R.O.W.
EXISTI
NG R.
O.W.
EXISTI
NG R.
O.W.
EXISTING R.O.W.
MI
DD
LE
BR
AN
CH
OF
TH
E
WI
LLI
AM
S
RI
VE
R
FL
OW
18"
RC
P
FL
OW
18" CPEPFLOW
STONE FILL
VT 11
TO LONDONDERRY
VT 11
TO CHESTER
GRAVEL
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
ARTESIAN
WELL
STA 10+50.00
BEGIN APPROACH
FG = 1068.71’
STA 12+35.25
END BRIDGE
STA 13+75.00
END APPROACH
50
+00
51
+00
52
+00
STA 11+50.00
BEGIN PROJECT STA 12+75.00
END PROJECT
TYPE II (TYP)
STONE FILL
10+00 11+00 12+0013+00
14+0
0
14+7
514
+75
FG = 1069.38’
STA 11+86.75
BEGIN BRIDGE
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF23 25
ANDOVER
BHF 016-1(29)
SCALE 1" = 20’-0"
20 0 20
C. CARLSON
D. PETERSON
S. PIRO
D. PETERSON
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 16404
16.6667
Origin La
titude:
42°30’
00.000
0"N
Central Me
ridian: 72
°30’00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercator
NAD83
Vermon
t State
Planes
VT83
EPSC FINAL LAYOUT
FINAL LAYOUTs12b140bdr_ero.dgn
SEE "LEGEND SHEET" FOR LEGEND
REFER TO CROSS SECTIONS FOR FINAL GROUND CONTOURS
NOTE:
1060
1060
1060
1060
1060
1060
.
1070
1070
1070
1070
1070
1070
ROADWAYS AND TRANSPORTATION FACILITIES
ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
24 25
C. CARLSON
BHF 016-1(29)
ANDOVER
D. PETERSON D. PETERSON
EPSC DETAIL SHEET 1
s12b140ero_det.dgn
SYMBOL
CONSTRUCTION SPECIFICATIONS
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
NOT TO SCALESTAPLESTAPLE
JUTE MESH
EROSION CONTROL MATTING
EXCELSIOR BLANKET
FIRMLY
TAMP SOIL
4"MIN
DETAIL 1 TERMINAL FOLD
3"MIN
1"MIN
STAPLE DETAIL
SHALL BE PLACED LOOSELY OVER GROUND SURFACE. DO NOT STRETCH.
DISTURBED AREAS SHALL BE SMOOTHLY GRADED. EROSION CONTROL MATERIAL
APPROXIMATELY 12" INTERVALS.
ALL TERMINAL ENDS AND TRANSVERSE LAPS SHALL BE STAPLED AT
REQUIRED PER 4’X150’ ROLL OF MATERIAL.
ARE REQUIRED PER 4’X225’ ROLL OF MATERIAL AND 125 STAPLES ARE
APART AND IN ROWS APPROXIMATELY 3’ APART. APPROXIMATELY 175 STAPLES
STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPROXIMATELY 2’
APPLY FERTILIZER, LIME SEED PRIOR TO PLACING MATTING.
5.
4.
3.
2.
1.
REVISIONS
APRIL 16, 2007 JMF
DETAIL 2 JUNCTION SLOT
6"12" 12"
EXCELSIOR BLANKET
EROSION CONROL MATTING
JUTE MESH
STAPLESSTAPLES
DETAIL 3 ANCHOR SLOT
EROSION CONTROL MATTING
EXCELSIOR BLANKET
JUTE MESH STAPLE
STAPLES
12"
FIRMLY
TAMP SOIL
4" MIN6"-12"
6"-12"6"-12"
DETAIL 4 LAP JOINT
3
2
1
H
V
4
TOGETHER
EXCELSIOR BLANKET SHALL BE BUTTED
JUTE MESH, EROSION CONTROL MATTING
(RECP) SIDE SLOPE
CONTROL PRODUCT
ROLLED EROSION
ESTABLISHING VEGETATION.
APPLY TO SLOPES GREATER THAN 3H:1V OR WHERE NECESSARY TO AID IN
JANUARY 13, 2009 WHF
CONSTRUCTION GUIDANCE
GROWTH OF GRASS.
TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS
TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR
TYPES OF SOIL AMENDMENTS TO BE APPLIED
AND THE TYPE OF HYDROSEED WILL ULTIMATELY DICTATE THE AMOUNTS AND
HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS
DIRECTED BY THE ENGINEER.
TOPSOIL: TO BE USED WITH SEED AS INDICATED ON THE PLANS, OR AS
ACHIEVE 90% GROUND COVER OR AS DIRECTED BY THE ENGINEER.
HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE,
DIRECTED BY THE ENGINEER
FERTILIZER AND LIMESTONE: SHALL FOLLOW RATES SHOWN ON PLAN OR AS
WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED.
ALL SEED MIXTURES: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY
ESTABLISHED LAWN AREAS DISTURBED BY THE CONTRACTOR.
URBAN SEED MIX: USE AS INDICATED IN THE PLANS AND/OR FOR ALL
ESTABLISHED UPLAND (NON WETLAND) AREAS DISTURBED BY THE CONTRACTOR.
RURAL SEED MIX: USE AS INDICATED IN THE PLANS AND/OR FOR ALL
8.
7.
6.
5.
4.
3.
2.
1.
REVISIONS
TURF ESTABLISHMENT
JUNE 23, 2009 WHF
JANUARY 15, 2010 WHF
FEBRUARY 16, 2011 WHF
WITH SECTION 651 FOR SEED (PAY ITEM 651.15)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE
GUIDANCE.
THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL
EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM
REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR
NOTES:
(PAY ITEM 653.21).
MATTING (PAY ITEM 653.20) OR PERMANENT EROSION MATTING
653 AND AS SHOWN IN THE PLANS FOR TEMPORARY EROSION
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH SECTION
NOT TO SCALE
SILT FENCE
SYMBOL
CLOTH
FILTER
GROUND
EXISTING
50’MIN
3’
GROUND
EXISTING
12’MIN
10’ MIN
10’ MIN
28-FEB-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
S. PIRO
25 25
C. CARLSON
BHF 016-1(29)
ANDOVER
D. PETERSON D. PETERSON
EPSC DETAIL SHEET 2
s12b140ero_det.dgn
SYMBOL
CONSTRUCTION SPECIFICATIONS
NOT TO SCALE
ANCHOR
GRADING LIMIT
CONSTRUCTION
ANCHORS
LENGTH B/T
100’ MAX
10’ MINBARRIER
FLOATING SILT
EXISTING HIGHWAY
FL
OW
BOTTOM
WATERWAY
SYSTEM
ANCHOR
WEIGHTED
ABUTMENT
BRIDGEBARRIER
FLOATING SILT
REVISIONS
AA
SECTION A-A
JANUARY 13, 2009 WHF
APRIL 1, 2008 WHF
ITEM 649.61).
SECTION 649 FOR GEOTEXTILE FOR FILTER CURTAIN (PAY
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
FILTER CURTAIN
A WATERWAY WITH STREAM VELOCITIES GREATER THAN 1.5 FEET/SECOND.
FILTER CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY, OR IN
TO CONFORM TO THE BOTTOM OF THE WATERWAY.
THE WEIGHTED ANCHOR SYSTEM SHALL BE A TYPE WHICH ALLOWS THE CURTAIN
MINIMIZING THE ESCAPE OF SEDIMENTS INTO WATERWAY.
THE CURTAIN SHALL BE REMOVED BY SLOWLY PULLING TOWARD THE SHORE
MAXIMUM 100’ LENGTH BETWEEN ANCHORS.
DISTURBANCE.
LAST SECTION SHALL TERMINATE A MINIMUM OF 10’ BEYOND LIMIT OF
5.
4.
3.
2.
1.
SEPTEMBER 4, 2009 WHF
RIPRAP TYPICAL
TYPE OR USE OF COFFERDAM IF USED.
CURTAIN. IT IN NO WAY DEFINES THE
OF A TYPICAL INSTALLATION OF FILTER
NOTE: THIS DRAWING IS A DEPICTION
CONSTRUCTION SPECIFICATIONS
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
SEE NOTE #3 FOR POST SPACING
(SEE NOTE #1)
WOVEN WIRE FENCE
16" MIN
FILTER CLOTH
EMBED 6"MIN
FLOW
FLOW
WOVEN WIRE
AND POST)
(UPSLOPE OF WIRE
FILTER CLOTH
CLOTH 6" MIN
EMBED FILTER
4"
SEDIMENT REACHES HALF OF FABRIC HEIGHT.
MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
SILT FENCE
REVISIONS
MARCH 21, 2008 WHF
FLOW
POST DETAIL
OVER-LAPPED BY 6" AND FOLDED.
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
DECEMBER 11, 2008 WHF
JANUARY 13, 2009 WHF
GUIDANCE.
THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL
EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM
REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR
NOTES:
SILT FENCE, WOVEN WIRE REINFORCED (PAY ITEM 649.515).
FOR SILT FENCE (PAY ITEM 649.51) OR GEOTEXTILE FOR
SECTION 649 AND AS SHOWN IN THE PLANS FOR GEOTEXTILE
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
MAX. MESH OPENING.
STORMWATER PERMIT. WOVEN WIRE SHALL BE A MIN. 14 GAUGE WITH A 6"
RECEIVING WATERS WHEN THE PROJECT FALLS UNDER A CONSTRUCTION
WOVEN WIRE REINFORCED FENCE IS REQUIRED WITHIN 100’ UPSLOPE OF
OR APPROVED EQUIVALENT.
FILTER CLOTH SHALL BE EITHER FILTER X, MIRAF1100X, STABILINKA T140N
6’.
EXCEED 4’ AND WHEN ELONGATION IS <50%, POST SPACING SHALL NOT EXCEED
FILTER-CLOTH FENCE, WHEN ELONGATION IS >50%, POST SPACING SHALL NOT
POST SPACING FOR WIRE-BACKED FENCE SHALL BE 10’ MAXIMUM. FOR
WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
TIES. FILTER CLOTH IS TO BE FASTENED SECURELY TO WOVEN WIRE FENCE
WOVEN WIRE FENCE IS TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
6.
5.
4.
3.
2.
1.
SYMBOL
CONSTRUCTION SPECIFICATIONS
GUIDANCE.
THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL
EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM
REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR
NOTES:
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
5:1
PAVEMENT
EXISTING
PAVEMENT
EXISTING
PLAN VIEW
12’MIN
ENTRANCE
CONSTRUCTION
STABILIZED
REVISIONS
MARCH 24, 2008 WHF
9.
8.
7.
6.
5.
4.
3.
2.
1.
JANUARY 13, 2009 WHF
OR AS SPECIFIED IN THE CONTRACT.
SECTION 653 FOR VEHICLE TRACKING PAD (PAY ITEM 653.35)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
EQUIVALENT.
STONE SIZE- USE 1-4" STONE, RECLAIMED OR RECYCLED CONCRETE
30’ MINIMUM LENGTH APPLIES).
LENGTH- NOT LESS THAN 50’ (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A
THICKNESS- NOT LESS THAN 8".
WHERE INGRESS OR EGRESS OCCURS. 24’ IF SINGLE ENTRANCE TO SITE.
WIDTH- 12’ MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS
STONE.
GEOTEXTILE MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING
PERMITTED.
PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF
SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD
PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
DEVICE.
WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
ACCORDING TO PERMIT REQUIREMENTS.
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED
8"MIN
(OPTIONAL)
BERM
MOUNTABLE
PROFILE
WOVEN WIRE
SILT FENCE
NOT TO SCALE
