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SCALE: 1" = 40'-0"
12/31/2019
NAVD88
2
NAD83(2011)
VTRANS
RICHFORD
COUNTY OF FRANKLIN
TOWN OF RICHFORD
TO BERKSHIREVT 105
TO JAY
VT 105
ROUTE NO : VT RT 105, MINOR ARTERIAL BRIDGE NO : 30
0+001+00
2+003+00 4+00
5+00
6+00
WITH A NEW TEMPORARY DETOUR BRIDGE OFF ALIGNMENT.
REPLACEMENT OF EXISTING TEMPORARY BRIDGE ON VT 105 ALIGNMENT
ER P20-1 (806)C/1
LENGTH OF PROJECT:
LENGTH OF DETOUR:
PROJECT DESCRIPTION:
PROJECT LOCATION:
600.00 FEET
600.00 FEET
STA 0+00.00
BEGIN TEMPORARY DETOUR
BEGIN PROJECT
STA 6+00.00
END TEMPORARY DETOUR
END PROJECT
N
VT STAT
E PLA
NE
GRID
CAROLYN COTA, P.E.
ER P20-1 (806)C/1
RICHFORD
BR
OOK
LOVELA
ND
AND RIVER ST.IN RICHFORD AND EXTENDING 600 FEET NORTH ON VT 105.
BEGINNING 1.0 MILES SOUTH OF THE INTERSECTION OF VT 105, MAIN ST.
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
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
AGENCY OF TRANSPORTATION
STATE OF VERMONT
QUALITY ASSURANCE PROGRAM : LEVEL
SHEET OF SHEETS1 21
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
HIGHWAY DIVISION, CHIEF ENGINEER
Ann L. Gammell, PE Jun 21, 2021
3'-0"
(TYP)
EL VARIES
1.5
1
(T
YP)
3'-0"
3'-0"
(T
YP)
(TYP) CHANNEL EXCAVATION
LIMITS OF UNCLASSIFIED
GROUND
EXISTING
SCALE …" = 1'-0"
ABUTMENT EARTHWORK TYPICAL SECTION
3'-0"
MI
NI
MU
M
TEMPORARY BRIDGE
DETOUR ROADWAY FG.
GRADE
0.020 0.0200.060
C
VT 105
L
1:2
*
CONCRETE PAVEMENT
3" BITUMINOUS
SHOULDERS
3" AGGREGATE
GRADED CRUSHED STONE
18" SUBBASE OF DENSE
(TYP)
SHLD
1 •" BCP, TYPE IVS OVER
* 1 •" BCP, TYPE IVS OVER
SCALE …" = 1'-0"
STONE FILL (TYP)
GEOTEXTILE UNDER
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
2 21
RICHFORD
ER P20-1(806) C/1
s20b162typ_c1.dgn
D. PETERSON
M. LONGSTREET
D. PETERSON
TEMPORARY BRIDGE TYPICAL SECTION
(SEE STD G-1)
GALVANIZED
W/ 8FT POSTS
GUARDRAIL,
HD STEEL BEAM
1:1.5
TYPE III
STONE FILL,
TYPE III
STONE FILL,
2'-0" 12'-0" TO FACE OF RAIL (TYP) 10'-0" TRAVEL LANE (TYP) 2'-0"
6'-0"
VT 105 TEMPORARY DETOUR ROADWAY TYPICAL SECTION
GROUND
EXISTING
BORROW
EARTH
C. COTA
3 21
RICHFORD
ER P20-1(806) C/1
s20b162notes_c1.dgn
D. PETERSON
R. PELLETT
S. COLEY
22-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OFPROJECT NOTES SHEET
ESTIMATED QUANTITIES FOR ITEM 900.645 SPECIAL PROVISION (TEMPORARY ROADWAY)*
*
TEMPORARY ROADWAY.
NOT INCLUDE ALL ITEMS AND/OR INCIDENTALS REQUIRED TO CONSTRUCT THE
THE ITEMS AND QUANTITIES REQUIRED FOR THE LUMP SUM ITEM. THIS LIST DOES
THESE ITEMS ARE NOT CONTRACT ITEMS BUT PROVIDED TO ASSIST IN ESTIMATING
NOTE:
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
4 21
RICHFORD
ER P20-1(806) C/1
s20b162notes_c1.dgn
D. PETERSON
R. PELLETT
S. COLEY
QUANTITY SHEET
DITCH
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
TELEPHONE
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
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
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
ORDINARY HIGH WATER (OHW)
WETLAND BUFFER ZONE
C. COTA
5 21
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
RICHFORD
ER P20-1(806) C/1
s20b162legend.dgn
D. PETERSON
M. LONGSTREET
D. PETERSON
CONVENTIONAL SYMBOLOGY LEGEND
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
VTRANS
C. CYR
6 21
RICHFORD
ER P20-1(806) C/1
s20b162tie_c1.dgn
G. HITCHCOCK
TIE SHEET
NV
T
ST
AT
E
PL
AN
E
GRID
HVCTRL #49
NORTH = 906242.7290
EAST = 1593803.9660
ELEV. = 446.240
DATUM
VERTICAL
HORIZONTAL
LO
CA
L
CO
NT
RO
LN
ET
WO
RK
CO
NT
RO
L
NAVD(88)
NAD83(2011)
ADJUSTMENT COMPASS
HVCTRL #51 NORTH = 904629.2290
EAST = 1592562.3410
ELEV. = 463.325
HVCTRL #50 NORTH = 905396.5820
EAST = 1593083.3050
ELEV. = 468.211
63.06
BAR & CAP SET
M.BOX ELDER
96/28/984
1801
80.07
53.70
RT 10
5
SPK
153/975/96/32
BM
ELEV=467.145AFTER "O" OF OPEN
TOP OF BOLT
BARN CORNERCONCRETE
109.40
77.43 1
11.93
N
VT
ST
AT
E
PL
AN
E
GRID
RT 10
5
*MAIN TRAVERSE COMPLETED 01/03/2020 BY T. CATTANEO P.C & J.WANTUCH
* PT #48 WAS DERIVED FROM AN RTK OBSERVATION
SPIKE
HVCTRL #48
NORTH = 906945.6379
EAST = 1594337.2774
ELEV. = 474.690
GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
NORTHWEST OF A FIBERGLASS WITNESS POST. THE DISK IS 2 INCHES BELOW THE
1.5 M (4.9 FT) NORTHEAST OF POWER POLE 991, AND 0.8 M (2.6 FT)
TO THE SCHOOL, 22 FT (6.7 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 105,
LOCATED 45 FT (13.7 M) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING
SOUTH FROM ROUTE 105 TO THE RICHFORD ELEMENTARY SCHOOL. THE STATION IS
(1.0 KM) TO THE MARK ON THE LEFT AT THE T-JUNCTION OF A ROAD LEADING
ROUTES 105 AND 139 IN RICHFORD, PROCEED WEST ON ROUTE 105 FOR 0.6 MI
GENERAL LOCATION RICHFORD, VT. TO REACH FROM THE INTERSECTION OF VT
GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
NORTHWEST OF A FIBERGLASS WITNESS POST. THE DISK IS 2 INCHES BELOW THE
1.5 M (4.9 FT) NORTHEAST OF POWER POLE 991, AND 0.8 M (2.6 FT)
TO THE SCHOOL, 22 FT (6.7 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 105,
LOCATED 45 FT (13.7 M) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING
SOUTH FROM ROUTE 105 TO THE RICHFORD ELEMENTARY SCHOOL. THE STATION IS
(1.0 KM) TO THE MARK ON THE LEFT AT THE T-JUNCTION OF A ROAD LEADING
ROUTES 105 AND 139 IN RICHFORD, PROCEED WEST ON ROUTE 105 FOR 0.6 MI
GENERAL LOCATION RICHFORD, VT. TO REACH FROM THE INTERSECTION OF VT
U 49
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
7 21
RICHFORD
D. PETERSON
M. LONGSTREET
D. PETERSON
N
VT STAT
E PLA
NE
GRID
False No
rthing: 0.0
000
False Ea
sting: 1640
416.6667
Origin La
titude: 42
°30'00.00
00"N
Central Me
ridian: 72
°30'00.00
00"W
US Survey Foot
Transverse Merca
tor
NAD83 Verm
ont State
Planes
VT83
SCALE 1" = 20'-0"
20 0 20
DETOUR LAYOUT
ER P20-1(806) C/1
s20b162bdr_c1.dgn
TO BERKSHIRE
VT ROUTE 105
TO JAYVT ROUTE 105
SINGLE SUPPORT
REMOVE AND RESET MAILBOX
STEEL BEAM GUARDRAIL, GALV.
ANCHOR FOR STEEL BEAM RAIL
ADJUST ELEVATION OF VALVE BOX
TEMPORARY 4 INCH WHITE LINE
TEMPORARY 4 INCH YELLOW LINE
3+61.86 LT - 4+53.13 LT
3+61.41 RT - 5+48.52 RT
1+37.82 RT - 2+86.46 LT
0+42.81 RT - 2+86.46 RT
5+43 RT
4+47 LT
1+44 LT
0+49 RT
4+54 (LOCATION APPROXIMATE LOCATE IN FIELD)
4+80 LT - 6+00 LT
3+61 LT - 4+59 LT
3+61 RT - 6+00 RT
1+38 LT - 2+86 LT
0+00 RT - 2+86 RT
0+00 LT - 1+22 LT
0+00 - 6+00 (DOUBLE)
BARRICADE (TYP.)
TYPE III
BARRIER (TYP.)
TEMPORARY TRAFFIC
5+58.55 LT TO 6+15 LT (APPROX.)
4+13.48 LT TO 6+15 LT (APPROX.)
1+10.39 LT TO 0+30 LT
MOVE FROM:
20'-0"R
30'-0"R
20'-0"R
90°
90°
8+00
9+00
9+80
7+00
7+50
0+00
1+00
2+00
3+004+00
5+00
6+00
5+00
6+00
90°
STA 3+59.00
END TEMPORARY BRIDGE
STA 6+00.00
END TEMPORARY DETOUR
STA 2+89.00
BEGIN TEMPORARY BRIDGE
STA 0+00.00
BEGIN TEMPORARY DETOUR
~ = 90° LT/RT
CHANNEL STA 5+50.00
VT 105 STA 3+25.00 =
TYPE III
STONE FILL,
TYPE III
STONE FILL,
51
HVCTRL
54
HVCTRL
53
HVCTRL
52
HVCTRL
LO
VELA
ND BR
OO
KF
LO
W
1763
MAILBOX 1777
MAILBOX
1785
MAILBOXMAILBOX
96-31S
COMB
976
COMB
977
COMB
WIRE
GUY
WIRE
GUY
SHUTOFF
WATER
FORCE MAIN
4" SEWER
SHUTOFF
WATER
UNKNOW
LOCATION
SHUTOFF
WATERAPRROX. EXISTING R.O.W.
APRROX. EXISTING R.O.W.
APRROX. EXISTING R.O.W.APRROX. EXISTING R.O.W.
ESTIMATED LOCATION
12" DI WATER LINE
..
430
440
450
460
470
480480
430
440
450
460
470
480480-0
+25
0+00
0+25
0+50
0+75
1+00
1+25
1+50
1+75
2+00
2+25
2+50
2+75
3+00
3+25
3+50
3+75
4+00
4+25
4+50
4+75
5+00
5+25
5+50
PVI 0+25.00
ELEV 461.02
PV
C 0
+50.53
EL
EV 460.15
PVI 1+00.53
ELEV 458.45
PV
T 1
+50.53
EL
EV 458.07
PV
C 4
+13.08
EL
EV 456.10
LO 4
+35.81
EL
EV 456.02
PVI 4+63.08
ELEV 455.73
PV
T 5
+13.08
EL
EV 457.00
-3.4033%
-0.7500% 2.5500%
L =100.00 FT
HSD =368 FT
K =38
L =100.00 FT
HSD =235 FT
K =30
VERTICAL SCALE: 1" = 10'-0"
HORIZONTAL SCALE: 1" = 20'-0"
461.02
460.16
459.39
458.79
458.35
458.07
457.89
457.70
457.51
457.32
457.14
456.95
456.76
456.57
456.39
456.20
456.04
456.05
456.27
456.70
457.30
457.94
462.0
461.0
460.0
459.2
458.5
457.3
454.5
452.3
451.7
450.6
449.7
448.9
448.7
443.3
449.3
449.7
452.4
452.7
453.5
454.6
456.6
457.3
458.1
70'-0"
457.03
BRIDGE STA 2+89.00
BEGIN TEMPORARHY
456.51
BRIDGE STA 3+59.000
END TEMPORARY
1.51
ELEV 451.53 ELEV 451.051.51
MA
TC
HLI
NE
EXISTING GROUND
VT 105 DETOUR PROFILE
TYPE III(TYP)
STONE FILL,
440
450
460
470
480480
440
450
460
470
480480
5+50
5+75
6+00
6+25
PVI 6+06.55
ELEV 459.38
2.5500%
VERTICAL SCALE: 1" = 10'-0"
HORIZONTAL SCALE: 1" = 20'-0"
457.94
458.58
459.22
458.1
458.7
459.2
MA
TC
HLI
NE
VT 105 DETOUR PROFILE B
C. COTA
8 21
RICHFORD
D. PETERSON
M. LONGSTREET
D. PETERSON
ER P20-1(806) C/1
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OFVT 105 DETOUR PROFILE
s20b162pro_c1.dgn
440
450
460
470470
440
450
460
470470
8+00
8+25
8+50
8+75
9+00
9+25
9+50
9+75
10
+00
455.85
455.80
457.44
458.29
457.67
457.05
456.43
455.8
455.7
455.6
458.1
457.0
456.6
456.9
455.3
PV
C 8
+26.52
EL
EV 455.79
PVI 8+36.52
ELEV 455.77
PV
RC 8
+46.52
EL
EV 457.03
PVI 8+59.46
ELEV 458.67
PV
T 8
+72.40
EL
EV 458.35
PVI 9+67.58
ELEV 455.99
-0.2120% -2.4740%
L =20.00 FT
HSD =30 FT
K =2
L =25.88 FT
SSD =84 FT
K =2
EXISTING GROUND
VERTICAL SCALE: 1" = 10'-0"
HORIZONTAL SCALE: 1" = 20'-0"
PLOOF DRIVE PROFILE
PCMS
PCMS
C. COTA
9 21
RICHFORD
D. PETERSON D. PETERSON
ER P20-1(806) C/1
s20b162traffic_c1.dgn
R. PELLETT
N
VT STAT
E PLA
NE
GRID
False No
rthing: 0.0
000
False Ea
sting: 1640
416.6667
Origin La
titude: 42
°30'00.00
00"N
Central Me
ridian: 72
°30'00.00
00"W
US Survey Foot
Transverse Merca
tor
NAD83 Verm
ont State
Planes
VT83
500'
25M.P.H.
0+00 1+002+00 3+00 4+00
5+006+00
30
500' 500'
25M.P.H.
500' 500' 500'
12
44
4
12.75
4.5
(TYP)
4.5
IN LANE
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
IN LANE IN LANE
TEMPORARY BRIDGE APPROACH SIGNS
4.25
FLUORESCENT ORANGE
COLOR: BLACK ON,
INDENT: 0.5"
BORDER: 0.75"
RADIUS: 1.875"
SPECIAL PROVISION (TEMPORARY ROADWAY).
BE CONSIDERED INCIDENTAL TO ITEM 900.645
2. PAYMENT FOR SIGNS, POSTS AND INSTALLATION SHALL
1. REFER TO STANDARD T-1 FOR CONSTRUCTION SIGN NOTES.
NOTES:
N
VT STAT
E PLA
NE
GRID
False No
rthing: 0.0
000
False Ea
sting: 1640
416.6667
Origin La
titude: 42
°30'00.00
00"N
Central Me
ridian: 72
°30'00.00
00"W
US Survey Foot
Transverse Merca
tor
NAD83 Verm
ont State
Planes
VT83
SCALE 1" = 20'-0"
20 0 20
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
10 21
RICHFORD
D. PETERSON D. PETERSON
M. LONGSTREET
UTILITY LAYOUT
ER P20-1(806) C/1
s20b162bdrutl_c1.dgn
LO
VELA
ND BR
OO
KF
LO
W
TO BERKSHIREVT ROUTE 105
TO JAY
VT ROUTE 105
96-31S
COMB
976
COMB
977
COMB
WIRE
GUY
WIRE
GUY
SHUTOFF
WATER
FORCE MAIN
4" SEWER
SHUTOFF
WATER
UNKNOW
LOCATION
SHUTOFF
WATERAPRROX. EXISTING R.O.W.
APRROX. EXISTING R.O.W.
APRROX. EXISTING R.O.W.APRROX. EXISTING R.O.W.
ESTIMATED LOCATION
12" DI WATER LINE
49+0050+00 51+00 52+00
53+00
54+00
POLE
REMOVE EXISTING
END ANCHOR
WITH NEW 15' DEAD
NEW SERVICE POLE
POLE
REMOVE EXISTING
SERVICE TO NEW POLE
ALIGNMENT, RELOCATE
NEW 50' POLE ON
W/ 15' GUY WIRE
SERVICE TO NEW POLE
ALIGNMENT, RELOCATE
NEW 50' POLE ON
..
SCALE = •" = 1'-0"
SCALE = •" = 1'-0"
SCALE = •" = 1'-0"
SCALE = •" = 1'-0"
SCALE = •" = 1'-0"
A
A
B
B
C
C
FOOTING
A B C
CBA
FOOTING
FOOTING
FOOTING
#5 @ 12"
#5 @ 12" EACH FACE
#5 @ 12" TOP & BOTTOM
9"
#5 @ 12"
#5 @ 12" EACH FACE
#5 @ 12" TOP & BOTTOM
2'-0"
#5 @ 12"
#5 @ 12" EACH FACE
9"
#5 @ 12" TOP & BOTTOMC
BEARING
L
( C-6" )
( C-6" )
( C-6" )
( C-6" )
( C-6" )
( C-6" )
F = FIXED END
E = EXPANSION END
CAST-IN-PLACE FOUNDATION PLAN
CAST-IN-PLACE FOUNDATION ELEVATION
SECTION A-A CAST-IN-PLACE
SECTION B-B CAST-IN-PLACE
SECTION C-C CAST-IN-PLACE
WINGWALL
WINGWALL
WINGWALL WINGWALL
WINGWALL
BACKWALL
BACKWALL
1.
2.
3.
4.
5.
6'-6"1'-3"
BEARING LOCATIONS BEARING LOCATIONS
2'-0"
1'-0"
1'-0"
6"
+/-
C
C
+ 6"
A
B
A
B (A - B)/2(A - B)/2
3'-3"
3'-3"
C
+ 6"
C6"
+/-
3'-6"
6.
GROUTED 12" INTO FOOTING
#8 BARS (24" LONG)
GROUTED 12" INTO FOOTING
#8 BARS (24" LONG)
1'-3"
(POCKET IS OPTIONAL)
VARIES WITH JOINT GAP
DRILLED 12" DEEP IN FOOTING AND CENTERED IN WALL
(5) #8 BARS EVENLY SPACED FOR TWO LANE BRIDGE
(3) #8 BARS EVENLY SPACED FOR SINGLE LANE BRIDGE
(TYP)
MINIMUM
1'-0"(TYP)
1'-7" EQUAL EQUAL 1'-7"
SPECIFIED ON THE PLANS.
2'-2" BAR LAP UNLESS OTHERWISE
SPECIFIED ON THE PLANS.
3" CLEAR, UNLESS OTHERWISE
REBAR NOTE:
WINGWALL
L BRIDGEC
L BRIDGEC
1'-0"
C
CL BEARING
CL BEARING
CL BEARING
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
11 21
RICHFORD
ER P20-1(806) C/1
s20b162tmpSub.dgn
D. PETERSON
M. LONGSTREET
D. PETERSON
ABUTMENT DETAILS SHEET 1
7.
PAID FOR UNDER ITEM 900.645 SPECIAL PROVISION (TEMPORARY ROADWAY).
AND ALL OTHER INCIDENTALS REQUIRED TO CONSTRUCT THE ABUTMENTS SHALL BE
ITEM 507.11 REINFORCING STEEL LEVEL I. PAYMENT FOR CONCRETE, REINFORCING STEEL
CONCRETE, CLASS B. REINFORCING STEEL SHALL MEET THE REQUIREMENTS FOR
CONCRETE FOR ABUTMENTS SHALL MEET THE REQUIREMENTS FOR ITEM 541.25
FOUNDATIONS.
SEE PROJECT NOTES FOR ADDITIONAL GEOTECHNICAL REQUIREMENTS FOR THE
BY THE MIX DESIGN STRENGTHS OR CYLINDER BREAKS.
COMPRESSIVE STRENGTH OF 2000 PSI. THE LENGTH OF THE CURE CAN BE VERIFIED
THE BRIDGE AND WALLS MAY BE PLACED ON THE FOOTING AFTER IT ACHIEVES A
SHOWN IN THE "EXPANSION GAP TEMPERATURE ADJUSTMENT" TABLE.
DUE TO TEMPERATURE AND THE VALUE SHOWN IS TO BE ADDED TO THE VALUES
FOUNDATION DIMENSION TABLE". DIMENSION "E" WILL ACCOUNT FOR BRIDGE EXPANSION
DIMENSIONS MARKED ANNOTATED WITH LETTER VALUES ARE LOCATED IN THE "BRIDGE
SAME LEVEL, TO AVOID MALDISTRIBUTION OF STRESSES IN THE BRIDGE.
IT IS ESSENTIAL THAT ALL OF THE BEARINGS ON AN ABUTMENT ARE SET AT THE
HAS BEEN LAUNCHED AND JACKED DOWN INTO POSITION ON ITS BEARINGS.
THE ABUTMENT BALLAST WALLS SHOULD NOT BE CONSTRUCTED UNTIL THE BRIDGE
INSTALLATION OF MABEY COMPACT 200 BRIDGES ARE SHOWN.
THE TYPICAL FOUNDATION LAYOUTS REQUIRED TO DIMENSIONALLY FACILITATE THE
FOUNDATION NOTES:
END
EXPANSION
SCALE = ‚" = 1'-0"
FOUNDATION PROFILE
DECKDECK
E =
LENGTH OF SPAN
END
FIXED
F =
C
FIX BEARING
L BEARING C
BEARING
L BEARING EXPANSION
PRECAST FOOTING
TO EMBEDED ANGLES
TO COVER JOINT, WELDED
STEEL BAR ‚"x2"x6" LONG
‚
‚
SCALE = 1" = 1'-0"
PRECAST UNITS
BETWEEN
COLD JOINT
WELD (TYP)
CARBON STUD
WELDING CONNECTION ANGLE DETAIL "A"
PRECAST WINGWALL
IN FOOTING
IN WALL & ONE CAST
@ 3"o/c (TYP), ONE CAST
ƒ''x8'' WELDED STUDS
L2x2x…x6" LONG W/(2)
SCALE = •" = 1'-0"
SCALE = •" = 1'-0"
FOOTING
FOOTING
#5 @ 12"
#5 @ 12" EACH FACE
1'-6"
#5 @ 12"
#5 @ 12" EACH FACE
9"
#5 @ 12" TOP & BOTTOM
( C-6" )
( C-6" )
( C-6" )
( C-6" )
SECTION D-D PRECAST
SECTION E-E PRECAST
#5 @ 12" BOTTOM
#5 @ 12" TOP
8"
6'-0"
#5 @ 12" TOP
8"
6'-0"
#5 @ 12" TOP & BOTTOM
#5 @ 12" BOTTOM
SCALE = •" = 1'-0"
D
D
E
E
C
BEARING
L
F = FIXED GAP
E = EXPANSION GAP
PRECAST FOUNDATION PLAN
SHEET 1 , FOR NOTES AND DIMENSION TABLES.
DIMENSION AND DETAILS FOR THIS OPTION ARE SIMILAR TO THE CAST-IN-PLACE DETAILS. SEE
1. ) FOUNDATION COMPONENTS MAY BE PRECAST AND ASSEMBLED AS SHOWN IN THESE DETAILS.
(TYPICAL)
THIS SHEET
ANGLE DETAIL "A"
CONNECTION
SEE WELDING
THIS SHEET
ANGLE DETAIL "B"
CONNECTION
SEE WELDING
WINGWALLS
EACH, TYPICAL AT
W/ (2) WELDED STUDS
LONG WELDING ANGLES
EMBEDED L2x2x…x6''
WINGWALL
PRECAST WINGWALLPRECAST WINGWALL
WALL
BACK
PRECAST BACKWALL
BACKWALL
L2x2 IN
FOOTING
PLATE W/(2) WELDED STUDS EACH EMBEDED IN
STUDS EACH, EMBEDED IN BACKWALL & •''8''x8''
L2x2x…x6'' LONG WELDING ANGLE W/ (2) WELDED
IN FOOTING
8''x8'' PLATE
CAST IN FOOTING
WINGWALL AND
L2x2 CAST IN
BY FABRICATOR
BE DESIGNED & LOCATED
MIN. (4) REQUIRED TO
LIFT POINT LOCATION 6'-6"1'-3"
A
B (A - B)/2(A - B)/2
1'-0" MIN.
2'-0"
(2) WELDING (2) WELDING
3'-3"
3'-3"
2'-0"
SPACED
SYMMETRICALLY
ANGLE SETS
SPACED
SYMMETRICALLY
ANGLE SETS
(3) WELDING ANGLES EVENLY SPACED
FOR "B" DIMENSION GREATER THAN 25'-0"
(5) WELDING ANGLES EVENLY SPACED(TYP)
1'-0"
SPECIFIED ON THE PLANS.
2'-2" BAR LAP UNLESS OTHERWISE
SPECIFIED ON THE PLANS.
3" CLEAR, UNLESS OTHERWISE
REBAR NOTE:
L BRIDGEC
CL BEARING
CL BEARING
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
12 21
RICHFORD
ER P20-1(806) C/1
s20b162tmpSub.dgn
D. PETERSON
M. LONGSTREET
D. PETERSON
ABUTMENT DETAILS SHEET 2
PRECAST UNITS
BETWEEN
COLD JOINT
SCALE = 1" = 1'-0"
WELDING CONNECTION ANGLE DETAIL "B"
PRECAST BACKWALL
STUD WELD
CARBON
STUD WELD
CARBON
‚
PRECAST FOOTING
AND F ON FOUNDATION PLAN
VARIES SEE DIMENSION E
L EMBEDED PLATEC
@ 4"o/c, IN FOOTING
ƒ"x8'' WELDED STUDS
•''x8''x8'' PLATE W/(2)
@ 3"o/c (TYP), IN WALL
ƒ''x8'' WELDED STUDS
L2x2x…x6" LONG W/(2)
6"
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
0+25
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
0+50
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1+00
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1+30
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1+50
440
450
460
470
480
-0.0201:-2.0
0.001 -0.020 1:-2.0
-0.013 -0.0201:-2.0
-0.020 -0.0201:-1.5
-0.020 -0.0201:-1.5
1:-2.0
1:-2.0
1:-2.0
1:-1.5
1:-1.5
0.008 -0.020
0.001 -0.020
-0.013 -0.020
-0.020 -0.020
-0.020 -0.020
F.G. = 461.02
F.G. = 460.16
F.G. = 458.79
F.G. = 458.28
F.G. = 458.07
RESIDENTIAL DRIVE ACCESS
STA 0+00.00 BEGIN TEMPORARY DETOUR
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
13 21
RICHFORD
ER P20-1(806) C/1
s20b162xs.dgn
D. PETERSON
M. LONGSTREET
V. POLHEMUS
VT 105 TEMPORARY XS 1
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1+75
440
450
460
470
480
F.G. = 458.07
-0.020 -0.020 1:-1.5
1:-2.0
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
2+00
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
2+50
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
2+85
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
3+62
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
4+00
440
450
460
470
480
1:-2.0
1:-2.0
1:-1.5
1:-2.0
1:-2.0
1:-1.5
1:-1.5
1:-1.5
1:-1.5
1:-1.5
-0.020 -0.020
-0.020 -0.020
0.000 0.000
0.000 -0.000
-0.020 -0.020
F.G. = 457.70
F.G. = 457.32
F.G. = 457.06
F.G. = 456.48
F.G. = 456.20RESIDENTIAL
DRIVE ACCESS
STA 2+89.00 BEGIN TEMPORARY BRIDGE
STA 3+59.00 END TEMPORARY BRIDGE
STONE FILL, TYPE III
GEOTEXTILE UNDER STONE FILL
CHANNEL EXCAVATION
BEGIN STA 2+71 - END STA 3+07 LT:
STONE FILL, TYPE III
GEOTEXTILE UNDER STONE FILL
CHANNEL EXCAVATION
BEGIN STA 2+79 - END STA 3+02 RT:
STONE FILL, TYPE III
GEOTEXTILE UNDER STONE FILL
CHANNEL EXCAVATION
BEGIN STA 3+48 - END STA 3+70 LT:
STONE FILL, TYPE III
GEOTEXTILE UNDER STONE FILL
CHANNEL EXCAVATION
BEGIN STA 3+49 - END STA 3+67 RT:
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
14 21
RICHFORD
ER P20-1(806) C/1
s20b162xs.dgn
D. PETERSON
M. LONGSTREET
V. POLHEMUS
VT 105 TEMPORARY XS 2
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
2+25
440
450
460
470
480
F.G. = 458.07
-0.020 -0.020 1:-1.5
2'-0"
1:2.0
EL. 453.90
2'-0"
1:2.0
EL. 452.90
STONE FILL, TYPE III
GEOTEXTILE UNDER STONE FILL
CHANNEL EXCAVATION
BEGIN STA 2+71 - END STA 3+07 LT:
STONE FILL, TYPE III
GEOTEXTILE UNDER STONE FILL
CHANNEL EXCAVATION
BEGIN STA 2+79 - END STA 3+02 RT:
GRASS LINED DITCH
BEGIN STA 3+62 LT:
1:-2.0
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
4+50
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
4+75
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+00
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+50
440
450
460
470
480
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
6+00
440
450
460
470
480
1:-1.5
1:-2.0
1:-2.0
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
-0.010 -0.020
-0.030 -0.020
F.G. = 456.05
F.G. = 456.27
F.G. = 456.70
F.G. = 457.94
F.G. = 459.22
RESIDENTIAL
DRIVE ACCESS
RESIDENTIAL
DRIVE ACCESS
STA 6+00.00 END TEMPORARY DETOUR
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
15 21
RICHFORD
ER P20-1(806) C/1
s20b162xs.dgn
D. PETERSON
M. LONGSTREET
V. POLHEMUS
VT 105 TEMPORARY XS 3
440
450
460
470
480
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
4+25
440
450
460
470
480
F.G. = 456.04
-0.020 -0.020 1:-1.5
2'-0"
1:2.0
EL. 455.30
GRASS LINED DITCH
END STA 4+60 LT:
2'-0"
1:2.0
EL. 454.60
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+00
420
430
440
450
460
470
480
490
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+29
420
430
440
450
460
470
480
490
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+30
420
430
440
450
460
470
480
490
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+40
420
430
440
450
460
470
480
490
STA.5+00 TO STA.5+40
BEGIN GEOTEXTILE UNDER STONE FILL
BEGIN STONE FILL, TYPE III
STA 5+25.8 LT
BEGIN GEOTEXTILE UNDER STONE FILL
BEGIN STONE FILL, TYPE III
STA 5+25.87 RT
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
s20b162xs_TempChannel.dgn
C. COTA
16 21
RICHFORD
ER P20-1(806) C/1
D. PETERSON
M. LONGSTREET
D. PETERSON
TEMPORARY CHANNEL XS 1
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+50
420
430
440
450
460
470
480
490
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+60
420
430
440
450
460
470
480
490
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+70
420
430
440
450
460
470
480
490
420
430
440
450
460
470
480
490
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
5+71
420
430
440
450
460
470
480
490
STA.5+50 TO STA.5+71
BEGIN GEOTEXTILE UNDER STONE FILL
BEGIN STONE FILL, TYPE III
STA 5+74.4 RT
BEGIN GEOTEXTILE UNDER STONE FILL
BEGIN STONE FILL, TYPE III
STA 5+79.7 LT
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
s20b162xs_TempChannel.dgn
C. COTA
17 21
RICHFORD
ER P20-1(806) C/1
D. PETERSON
M. LONGSTREET
D. PETERSON
TEMPORARY CHANNEL XS 2
HYDROLOGICAL SOIL GROUP: C/D
K-FACTOR = 0.24, 3%-8% SLOPES
ELDRIDGE LOAMY FINE SAND
SOIL INFORMATION:
HYDROLOGICAL SOIL GROUP: A
K-FACTOR = 0.17, 3%-8% SLOPES
WINDSOR LOAMY FIN SAND
SOIL INFORMATION:
HYDROLOGICAL SOIL GROUP: B/D
K-FACTOR = 0.37
RUMNEY VARIANT SILT LOAM
SOIL INFORMATION:
HYDROLOGICAL SOIL GROUP: B/D
K-FACTOR = 0.37
RUMNEY VARIANT SILT LOAM
SOIL INFORMATION:
HYDROLOGICAL SOIL GROUP: A
K-FACTOR = 0.17, 8%-15% SLOPES
WINDSOR LOAMY FINE SAND
SOIL INFORMATION:
RI
PA
RI
AN
BU
FF
ER
RI
PA
RI
AN
BU
FF
ER
C. COTA
18 21
RICHFORD
s20b162ero.dgn
D. PETERSON D. PETERSON
N
VT STAT
E PLA
NE
GRID
False No
rthing: 0.0
000
False Ea
sting: 1640
416.6667
Origin La
titude: 42
°30'00.00
00"N
Central Me
ridian: 72
°30'00.00
00"W
US Survey Foot
Transverse Merca
tor
NAD83 Verm
ont State
Planes
VT83
SCALE 1" = 20'-0"
20 0 20
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
M. LONGSTREET
EPSC EXISTING CONDITIONS
ER P20-1(806) C/1
0+00
1+00
2+00
3+004+00
5+00
6+00
5+00
6+00
MABEY BRIDGE
120' TEMPORARY
51
HVCTRL
54
HVCTRL
53
HVCTRL
52
HVCTRL
PIP
E
WAS
HE
D
OU
T
DISH
SATTELITE
LO
VELA
ND BR
OO
KF
LO
W
FE
NC
ER
AI
L
1763
MAILBOX 1777
MAILBOX
1785
MAILBOXMAILBOX
TO BERKSHIREVT ROUTE 105
TO JAY
VT ROUTE 105
DRI
VE
GR
AV
EL
DRIVE
GRAVEL
DRIVE
GRAVELVT-105)
(BRIDGE 30
VD-701
SIGN
W8-1
SIGN
0100)
0611
(1050
VD-700
MILEMARKER
96-31S
COMB
976
COMB
977
COMB
WIRE
GUY
WIRE
GUY
SHUTOFF
WATER
FORCE MAIN
4" SEWER
HOUSE
GARAGE
HOUSE
SHUTOFF
WATER
UNKNOW
LOCATION
SHUTOFF
WATER
120' MABEY BRIDGE INSTALLED 2019
BUILT 1969, WASHED OUT 2019
96" X UNK'ACCGMPP
EXISTING BRIDGE INFORMATION
APRROX. EXISTING R.O.W.
APRROX. EXISTING R.O.W.
APRROX. EXISTING R.O.W.APRROX. EXISTING R.O.W.
GABI
AN
WALL
APPRON
PAVED
CONCRETE BARRIER
BA
RRIE
R
CO
NC
RETE B
AR
RIE
R
CO
NC
RETE
ESTIMATED LOCATION
12" DI WATER LINE
PLOOF, PATRICK L.
WHO LAND HOLDINGS, LLC
WHO LAND HOLDINGS, LLC
N/F
BENNETT, JOSEPH A. & KELLI S.
440
440
440
440
440
450
450
450
450
450
450
450
450
450
450
450
450
450
..
460
460
ROADWAYS AND TRANSPORTATION FACILITIES
ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR
SECTION 651 FOR SEED (PAY ITEM 651.15)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
19 21
RICHFORD
D. PETERSON D. PETERSON
ER P20-1(806) C/1
s20b162ero_c1.dgn
R. PELLETT
EPSC DETAIL
CONSTRUCTION GUIDANCE
REVISIONS
TURF ESTABLISHMENT
WHFJANUARY 12, 2015
7.
6.
5.
4.
3.
2.
1.
GROWTH OF GRASS.
TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS
TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR
THE AMOUNTS AND TYPES OF SOIL AMENDMENTS TO BE APPLIED.
AND THE TYPE OF HYDROSEED PROPOSED FOR USE WILL ULTIMATELY DICTATE
HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS
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
UPLAND (NON WETLAND) AREAS DISTURBED BY THE CONTRACTOR.
SEED MIX: USE AS INDICATED IN THE PLANS AND/OR FOR ALL ESTABLISHED
ON WHICH SEED MIX TO USE.
SEED MIX: THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT ENGINEER
21-JUN-2021
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
C. COTA
20 21
RICHFORD
ER P20-1(806) C/1
s20b162row.dgn
D. PETERSON
W. WILDER
A. PROULX
R.O.W. LAYOUT SHEETAND RIGHTS FOR THIS PROJECT.
STATE OF VERMONT'S ACQUISITION OF LAND
UPON FOR PURPOSES UNRELATED TO THE
BE ACCURATE BUT SHOULD NOT BE RELIED
PROPERTY LINES P/L ARE BELIEVED TO
LINES SHOWN ON THIS PLAN AS EXISTING
CENTERLINE
TEMPORARY DETOUR
OF CONSTRUCTION
TEMPORARY LIMITS
OF CONSTRUCTION
TEMPORARY LIMITS
STA 53+68.2 LT
STA 52+55.2 LT
STA 49+40.9 LT
SINGLE SUPPORT
REMOVE & RESET MAILBOX,
STA 48+25.0 - 54+25.0 LT/RT
4 INCH WHITE LINE
STA 48+25.0 - 54+25.0 CL (DOUBLE)
4 INCH YELLOW LINE
N
VT STAT
E PLA
NE
GRID
False No
rthing: 0.0
000
False Ea
sting: 1640
416.6667
Origin La
titude: 42
°30'00.00
00"N
Central Me
ridian: 72
°30'00.00
00"W
US Survey Foot
Transverse Merca
tor
NAD83 Verm
ont State
Planes
VT83
SCALE 1" = 20'-0"
20 0 20
STA 53+75.0 RT
STA 49+75.0 LT
CONSTRUCT GRAVEL DRIVE
STA 53+75.0 RT (5' APRON)
STA 51+87.7 LT
STA 49+75.0 LT (10' APRON)
CONSTRUCT PAVED DRIVE
STA 52+77.7 RT (GREEN)
STA 51+68.0 LT (BLUE)
STA 49+86.6 LT (GREEN)
STA 49+56.5 RT (BLUE)
DELINEATORS WITH STEEL POST
STA 51+46.7 RT
CATCH BASIN WITH CAST IRON GRATE
PRECAST REINFORCED CONCRETE
STA 51+46.7 RT
18" CPEP (SL) PIPE
49+0050+00 51+00 52+00
53+00
54+00
STA 48+08.64
PC
STA 53+77.76
PT
10
+00
11
+00
12
+00
16'R
16'R
32'R
105°
SAVE TREES
16'R3'R
12'R
STA 50+93.61
PI
SAVE TREE
SAVE TREE
MABEY BRIDGE
120' TEMPORARY
51
HVCTRL
54
HVCTRL
53
HVCTRL
52
HVCTRL
PIP
E
WAS
HE
D
OU
T
DISH
SATTELITE
LO
VELA
ND BR
OO
KF
LO
W
FE
NC
ER
AI
L
1763
MAILBOX 1777
MAILBOX
1785
MAILBOXMAILBOX
TO BERKSHIREVT ROUTE 105
TO JAY
VT ROUTE 105
DRI
VE
GR
AV
EL
DRIVE
GRAVEL
DRIVE
GRAVELVT-105)
(BRIDGE 30
VD-701
SIGN
W8-1
SIGN
0100)
0611
(1050
VD-700
MILEMARKER
96-31S
COMB
976
COMB
977
COMB
WIRE
GUY
WIRE
GUY
SHUTOFF
WATER
FORCE MAIN
4" SEWER
HOUSE
GARAGE
HOUSE
SHUTOFF
WATER
UNKNOW
LOCATION
SHUTOFF
WATER
120' MABEY BRIDGE INSTALLED 2019
BUILT 1969, WASHED OUT 2019
96" X UNK'ACCGMPP
EXISTING BRIDGE INFORMATION
GABI
AN
WALL
APPRON
PAVED
CONCRETE BARRIER
BA
RRIE
R
CO
NC
RETE B
AR
RIE
R
CO
NC
RETE APPROX. EXISTING R.O.W.
APPROX. EXISTING R.O.W.
APPROX. EXISTING R.O.W.
DRIVE(T)
DETOUR(T)
DETOUR(T)
DETOUR(T)
DETOUR(T)
CB=N34°41'31"E, CL=123.24'
R=1934.85, L=123.26' N36°42'00"E, L=170.18'
N42°14'57"E, L=107.24'
S47°4
5'0
3"E, L
=49.5
0'
TIE LIN
E
S42°14'57"W, L=107.24'
CB=S39°28'29"W, CL=182.53'
R=1885.35, L=182.60'S36°42'00"W, L=170.02'
CB=S34°41'31"W, CL=120.08'
R=1885.35, L=120.11'
N57°0
8'0
0"W, L=49.5
0'
TIE LIN
E
A B
C D
FH
I
J
K
L
M
STA. 48+23.48, 27.32' LT
E=1592504.81
N=904695.97
STA. 49+45.94, 28.01' LT
E=1592574.95
N=904797.30
STA. 51+15.01, 28.77' LT
E=1592676.65
N=904933.75
STA. 53+01.12, 28.27' LT
E=1592795.74
N=905078.34
STA. 54+07.85, 26.34' LT
E=1592867.85
N=905157.73
STA. 54+07.28, 23.16' RT
E=1592904.49
N=905124.45
STA. 52+99.65, 21.21' RT
E=1592832.38
N=905045.06
STA. 51+16.21, 20.72' RT
E=1592716.34
N=904904.16
STA. 49+45.34, 21.49' RT
E=1592614.73
N=904767.85
STA. 48+24.64, 22.17' RT
E=1592546.38
N=904669.10
STA. 48+53, 21.62' RT
RICHFORD ER P20-1(806)
BEGIN R.O.W. PROJECT
STA. 53+83, 22.88' RT
RICHFORD ER P20-1(806)
END R.O.W. PROJECT
DRIVE(T)
HWY(P)
HWY(P)
HWY(P)HWY(P)
CH(P)
CH(P)
SLOPE(T)DRIVE(T)
34.26' RT
50+73.32
46.31' RT
50+78.22
46.46' RT
51+10.62
34.55' RT
51+25.12
34.48' RT
51+47.27
38.44' RT
51+49.15
34.41' RT
51+57.76
REMOVE(T)REMOVE(T)
REMOVE(T)
CONST(T)
CONST(T)
CONST(T)
1
3WHO LAND HOLDINGS, LLC
1
WHO LAND HOLDINGS, LLCPLOOF, PATRICK L.
2
P
L
PL
R&RES(T)R&RES(T)
R&RES(T)
11.15' RT
49+98.72
SLOPE(T)
R=1934.85, L=187.39' : CB=N39°28'29"E, CL=187.32'
BOOK 49, PAGE 308RICHFORD, VT LAND RECORDSEXISTING UTILITY EASEMENT V.E.C. 20 FT. WIDE
BOOK 49, PAGE 308
RICHFORD, VT LAND RECORDS
EXISTING UTILITY EASEMENT
V.E.C. 20 FT. WIDE
SLOPE(T)
INSTALL(T)
INSTALL(T)
REMOVE(T)
E
G
PROPOSED HIGHWAY DIMENSIONS
N32°36'02"E
N53°21'48"W
N39°56'00"E
S85°09'00"E
N52°07'56"W
S48°23'20"E
S47°43'53"E
S38°11'46"W
AB
BC
CD
DE
HI
JK
2.73'
1.5'
55.83'
87.36'
2.76'
6.9'
GH
GH
R=4365.71 151.01'
CB=N39°33'24"E CL=151.00'
KL
LM
9.80'
351.50'
N53°20'11"W 9.4'
FG
BENNETT, JOSEPH A. & KELLI S.
STA 49+45.34 21.49' RT
STA 49+45.21 30.88' RT
STA 52+99.36 30.98' RT
STA 52+99.65 21.21' RT
STA 53+01.12 28.27' LT
A
B
C
D
E
F
H
I
J
K
L
PROPOSED HIGHWAY POINTS
STA 49+45.94 28.01' LT
G
M
STA 49+45.98 30.77' LT
STA 50+32.48 36.57' LT
STA 50+87.80 34.05' LT
STA 51+51.24 30.98' LT
STA 51+51.25 29.46' LT
STA 63+01.19 30.96' LT
STA 51+33 ± 28.26' LT
REMOVE(T)
I&M(P)
29.14' LT
51+32.03
31.59' LT
51+15.6028.72' LT
51+13.09
43.81' LT
51+04.40
32.22' LT
51+31.9734.27' LT
51+24.55
50.69' LT
51+11.78
ENTRANCE
CONSTRUCTION
STABALIZED
ENTRANCE
CONSTRUCTION
STABALIZED
..