FREED UNITY OM AN PROPOSED IMPRVEMENT RIGE PROJECT … · resume roadway end bridge sta.337+66.69...
32
2 NAD 83 ( 1992 ) R.GILMAN 04 - 30 - 2012 NAVD88 B H F 037 - 2 ( 11 ) CALAIS M . S A R G E N T 32 N V T S T A TE P L AN E G R I D VT ROUTE 14 (RURAL MINOR ARTERIAL) V T R T 14 T O E A S T C A L A I S V T R T 14 T O S OU T H WOOD B U R Y KINGSBURY BHF 037-2(11) BEGIN PROJECT STA.334+75 BHF 037-2(11) END PROJECT STA.340+00 RESUME ROADWAY END BRIDGE STA.337+66.69 BEGIN BRIDGE END ROADWAY STA.337+08.96 YEARS P A R S ON SBR I N C K E R HO FF 650 ELM STREET MANCHESTER, NH 03101 BRANCH 0 S C A LE 1 " = 40 ’- 0 40 40 V E R M O N T F R E E D O M A N D U N I T Y CANADA ORLEANS ESSEX WA S H I NG T ON L A M O I L L E FRANKLIN GRAND I SLE ADDISON CHI TTENDEN ORANGE CALEDONI A WI NDSOR RUTLAND BENNI NGTON WINDHAM N V T S TATE P L AN E GRI D APPROVED DATE APPROVED DATE S H EET 1 O F S H EET S DATUM VERTICAL HO R I Z ON T A L S U R V E Y E D DA TE : S U R V E Y E D B Y : P R O J E C T M ANAG E R : P R O J E C T NA M E : P R O J E C T NU M B E R : NEW YORK State of M A SS A C HU S ETT S C o mm on w ea lt h o f N E W H A M PS H I R E State of F E D E R A L H I GH W AY AD M I N I S T R A T O R D E P A R T M E N T O F T R AN SP O R T A T I ON BR I DG E P R O J E C T P R O P O S E D I M P R OV E M E N T AG E N C Y O F T R AN SP O R T A T I ON S T A TE O F V E R M ON T QUA L I T Y A SS U R AN C E P R OG R A M : LE V EL PLANS. SP E C I A L P R OV I S I ON S A S A R E I N C O R P O R A TE D I N T H E S E R E V I S I ON S AND S U C H R E V I S E D SP E C I F I C A T I ON S AND F O R U S E ON T H I S P R O J E C T , I N C L UD I NG A LL S U B S E QU E N T F E D E R A L H I GH W AY AD M I N I S T R A T I ON ON J U L Y 20 , 201 1 F O R C ON S T R U C T I ON DA TE D 201 1 , A S A PP R OV E D B Y T H E W I T H T H E S E P L AN S AND T H E S T ANDA R D SP E C I F I C A T I ON S C ON S T R U C T I ON I S T O B E C A RR I E D ON I N A CC O R DAN C E D I R E C T O R O F P R O J E C T D EL I V E R Y 3 35 + 0 0 33 4 + 00 33 6 + 00 33 7 + 00 338 + 00 33 9 + 00 340 + 00 340 + 57 9 . 4 M I LE S NO R T H O F J UN C T I ON W I T H U S R OU TE 2 525 . 00 F EET 467 . 27 F EET 57 . 73 F EET B H F 037 - 2 ( 11 ) CALAIS C OUN T Y O F W A S H I NG T ON T O W N O F C A L A I S P HA S E D R E M OVA L O F E X I S T I NG S T R U C T U R E , AND P HA S E D R E P L A C E M E N T W I T H N E W S T R U C T U R E BR I DG E #82 LE NG T H O F P R O J E C T : LE NG T H O F R OAD W AY : LE NG T H O F S T R U C T U R E : P R O J E C T D E S CR I P T I ON : P R O J E C T L O C A T I ON :
Transcript of FREED UNITY OM AN PROPOSED IMPRVEMENT RIGE PROJECT … · resume roadway end bridge sta.337+66.69...
2
NAD83 (1992)
R.GILMAN
04-30-2012
NAVD88BHF 037-2(11)
CALAIS
M. SARGENT
32
N
VT S
TATE
PLANE GRID
False Northing:
0.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransve
rse Mercator
NAD83 Vermont Sta
te PlanesVT83
VT ROUTE 14 (RURAL MINOR ARTERIAL)
VT RT 14
TO EAST CALAIS
VT RT 14
TO SOUTH WOODBURY
KI
NG
SB
UR
Y
BHF 037-2(11)BEGIN PROJECTSTA.334+75
BHF 037-2(11)END PROJECTSTA.340+00
RESUME ROADWAYEND BRIDGESTA.337+66.69
BEGIN BRIDGEEND ROADWAYSTA.337+08.96
YEARS
PARSONS BRINCKERHOFF
650 ELM STREET
MANCHESTER, NH 03101
BR
AN
CH
0
SCALE 1" = 40’-0
40 40
VERMONTFREEDOM 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
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
FEDERAL HIGHWAY ADMINISTRATOR
DEPARTMENT OF TRANSPORTATION
BRIDGE PROJECT
PROPOSED IMPROVEMENT
AGENCY OF TRANSPORTATION
STATE OF VERMONT
QUALITY ASSURANCE PROGRAM : LEVEL
THIS BLOCK IS FOR FULL FHWA OVERSIGHT PROJECTS ONLY
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
DIRECTOR OF PROJECT DELIVERY
335+00
334+00
336+00337+00 338+00 339+00 340+00 340+57
9.4 MILES NORTH OF JUNCTION WITH US ROUTE 2
525.00 FEET
467.27 FEET
57.73 FEET
BHF 037-2(11)
CALAIS
COUNTY OF WASHINGTONTOWN OF CALAIS
PHASED REMOVAL OF EXISTING STRUCTURE, AND PHASED REPLACEMENT WITH NEW STRUCTURE
BRIDGE #82
LENGTH OF PROJECT:
LENGTH OF ROADWAY:
LENGTH OF STRUCTURE:
PROJECT DESCRIPTION:
PROJECT LOCATION:
G.K.DONINGTON
(TYP)
SHOULDER
VARIES
SCALE �" = 1’-0"
20’-0" CLEAR ZONE (FILL)
12’-0" CLEAR ZONE (CUT)
BHF 037-2(11)
BORROW
18" SAND
CALAIS
z12b146typical.dgn
S.BROWN
S.BROWN
5’-0"11’-0" TRAVEL LANE11’-0" TRAVEL LANESHOULDER
5’-0"
VARIES
6.0%
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
GENERAL NOTES
WITH STANDARD SHEET B - 5.
SLOPE ROUNDING: ALL CUT SLOPES TO BE ROUNDED IN ACCORDANCE
EXISTING GROUND
EXISTING GROUND
C VT ROUTE 14L
3 32
VT 14 TYPICAL SECTION
2.0% 2.0%
MARKER POSTS: TO BE PLACED AS INDICATED BY THE ENGINEER.
WITH UNDERDRAIN - SEE STANDARD SHEET D-30.
PAY LIMITS OF SAND BORROW: WHEN USED IN CONJUNCTION
DIRECTED BY THE ENGINEER.
OF 0.025 GAL/SY BETWEEN SUCCESSIVE COURSES OF PAVEMENT AS
TACK COAT: EMULSIFIED ASPHALT IS TO BE APPLIED AT THE RATE
MATERIAL TOLERANCES
SAND BORROW
SUBBASE
PAVEMENT (TOTAL DEPTH)
+/- 1"
+/- 1"
+/- �"
(IF USED ON PROJECT)
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
A.STOCKIN
TYPICAL SECTIONS (1)
** 2-3" LIFTS TYPE IIS
* 2-1�" LIFTS TYPE IVS OVER
PAVEMENT TYPE IIS
** BITUMINOUS CONCRETE
SEE STANDARD G-1b
BOX BEAM GUARDRAIL
(TYP)
CLEAR ZONE
4’-0"
PAVEMENT TYPE IVS
* BITUMINOUS CONCRETE
GRADED CRUSHED STONE
24" SUBBASE OF DENSE
SHOULDER
SHOULDER (TYP)BRIDGE RAILING,
GALVANIZED 3 RAIL
BOX BEAM (TYP)
(SEE S-364A)
2.0% 2.0%
BRIDGE TYPICAL SECTION
(TYP)
NEXT 28D
1’-8"
1’-8"5’-0"5’-0"
32’-0" FACE OF RAIL TO FACE OF RAIL
35’-4" FASCIA TO FASCIA
11’-0" TRAVEL LANE 11’-0" TRAVEL LANE
8’-2�" 8’-2�"
10�" (TYP)
5’-0" 4’-0�" 5’-0" 1’-7"
MEMBRANE
WATERPROOFING
C BRIDGEL
SCALE �" = 1’-0"
PAVEMENT TYPE IVS
* BITUMINOUS CONCRETE
1�" TYPE IVS LIFT
* 1�" TYPE IVS LIFT OVER
1
2
2’-0"
MIN.
3’-0"
CALAIS
BHF 037-2(11)
G.K.DONINGTON
SCALE �" = 1’-0"
SCALE �" = 1’-0"
12’-0" TRAVELWAY
C
CONSTRUCTIONTRAFFIC
BRIDGE REPLACEMENT PHASE #1 TYPICAL SECTION
BRIDGE REPLACEMENT PHASE #2 TYPICAL SECTION
GRADE
FINAL
12’-0" TRAVELWAY2’-0"
32’-0" RAIL TO RAIL
35’-4" FASCIA TO FASCIA
GRADE
FINAL
CONSTRUCTION TRAFFIC
CLEANED BEFORE MEMBRANE AND PAVEMENT IS INSTALLED.
PHASES, AND THE DECK WILL BE SAND BLASTED AND
TO THE BARE DECK, NO MEMBRANE IS REQUIRED BETWEEN
DURING THE WINTER MONTHS. IF NO SALT IS APPLIED
COMPONENTS IF TRAFFIC WILL BE ON THE BARE DECK
NOTE: SPRAY APPLIED MEMBRANE SHALL BE USED ON NEW
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101S.BROWN
S.BROWN
A.STOCKIN
TYPICAL SECTIONS (2)
~
A
A
~ ~~ ~
~ ~
A
A
1
1
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
H-PILES
APP. SLAB
A
A
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
TYPICAL ABUTMENT SECTION
NOT TO SCALE
TYPICAL CHANNEL SECTION
NOT TO SCALE
BOTTOM OF SUBBASE.
SUBBASE, GRUBBING MATERIAL SHALL BEGIN AT THE
WHENEVER CHANNEL SLOPE INTERSECTS ROADWAY
STONE FILL IN THE AREA UNDER THE BRIDGE.
GRUBBING MATERIAL SHALL NOT BE PLACED ON THE
A
16’-0"
(COMPRESSIBLE FILLER)
SPECIAL PROVISION
GRADE
FINISH
SUBBASE 1’-0" x 1’-0" FILLET
SUPERSTRUCTURE
1
(TYP.)
4’-0"
GROUND
EXISTING
LIMITS OF
EXCAVATION
4’ STONE FILL,
TYPE III
GEOTEXTILE UNDER
STONE FILL
(TYP.)
1’-0"
BACK OF WALL
1’-6" (TYP.) FRONT AND
FOR STRUCTURES
GRANULAR BACKFILL
LIMITS OF
EXCAVATION
LIMITS OF STRUCTURE
THE PROJECT QUANTITY SHEET)
LIMITS OF GRANULAR BORROW
(WHEN INCLUDED AS AN ITEM ON
1
1 �
50’-0"
UNCLASS. CHANNEL
GROUND
EXISTING
ORDINARY
HIGH WATER(TYP.)
MATERIAL
GRUBBING*
1’-0"
GEOTEXTILE UNDER
STONE FILL (TYP.)
UNCLASSIFIED
CHANNEL EXCAVATION
(TYP.)
(TYP.)
4’
1. 5
1
TYPE III
(TYP.)
(TYP.)
8’
*
4’ STONEFILL,
2.0% 2.0%
3’-8�"
L BRIDGE
L BRIDGEC
16’-0"
A
4 32
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
z12b146typical.dgn
1.9
(SEE NOTE)
MEMBRANE WATERPROOFING
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 (92)
ADJUSTMENT NONE
ELEV. =
ELEV. = ELEV. = ELEV. =
HVCTRL #4 NORTH = 687247.714
EAST = 1661991.095
ELEV. = 903.572
ELEV. =
HVCTRL #3 NORTH = 686689.546
EAST = 1661859.106
ELEV. = 899.626
ELEV. =
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
FILE NAME:
SHEET OF
PROJECT NAME: CALAIS
BHF 037-2 (11)
HVCTRL #1
NORTH = 686146.987
EAST = 1661704.252
ELEV. = 893.670
HAP AZ MK
HVCTRL #2
NORTH = 688019.608
EAST = 1662266.525
ELEV. = 926.050
HAP
S. BALSAM
.
.
#48
.
.
.
S. PINE
.
.
S. SPRUCE
.
.
14.04
34.1
5
55.51
81.59
56.63
63.47
45
#1
S.BALSAM
N
VT
ST
AT
E
PL
AN
E
GRID
N
VT
ST
AT
E
PL
AN
E
GRID
* MAIN TRAVERSE COMPLETED 4/30/2012 BY R.GILMAN P.C. & P.WINTERS & C.CYR
A FIBERGLASS WITNESS POST.
FT) WEST OF POLE NO.42, 54.4 M (178.5 FT) SOUTHWEST OF POLE NO.43, AND 0.3 M (1.0 FT) EAST OF
FT) WEST OF AND ABOUT 1.5 M (4.9 FT) LOWER THAN THE CENTERLINE OF VT ROUTE 14, 21.4 M (70.2
THE TOP OF A 30 CM DIAMETER CONCRETE MONUMENT POURED 1.5 M (4.9 FT) DEEP. IT IS 8.6 M (28.2
INTERSECTION OF VT ROUTE 14 AND BALENTINE ROAD. THE MARK IS SET 5 CM BELOW GROUND SURFACE IN
ROUTE 14 FOR 1.3 MI (2.1 KM) TO THE MARK ON THE LEFT. IT IS ABOUT 0.2 MI (0.3 KM) NORTH OF THE
MOSCOW WOODS ROAD LEFT IN EAST CALAIS VILLAGE. CONTINUE STRAIGHT AHEAD AND GO NORTH ALONG VT
IN NORTH MONTPELIER GO NORTH ALONG VT ROUTE 14 FOR 4.9 MI (7.9 KM) TO THE INTERSECTION OF
GENERAL LOCATION, CALAIS, VT. TO REACH FROM THE INTERSECTION OF VT ROUTE 14 AND VT ROUTE 214
AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
VT ROUTE 14, 30.8 M (101.0 FT) NORTH OF POLE NO.52, 26.8 M (87.9 FT) SOUTH OF POLE NO.1/53,
FT) DEEP. IT IS 14.7 M (48.2 FT) WEST OF AND ABOUT 3 M (9.8 FT) HIGHER THAN THE CENTERLINE OF
3 CM BELOW GROUND SURFACE IN THE TOP OF A 30 CM DIAMETER CONCRETE MONUMENT POURED 1.5 M (4.9
ROUTE 14 FOR 1.7 MI (2.7 KM) TO THE MARK ON THE LEFT ON TOP OF A SMALL KNOLL. THE MARK IS SET
MOSCOW WOODS ROAD LEFT IN EAST CALAIS VILLAGE. CONTINUE STRAIGHT AHEAD AND GO NORTH ALONG VT
IN NORTH MONTPELIER GO NORTH ALONG VT ROUTE 14 FOR 4.9 MI (7.9 KM) TO THE INTERSECTION OF
VT.05650. PHONE 802-456-7467. TO REACH FROM THE INTERSECTION OF VT ROUTE 14 AND VT ROUTE 214
GENERAL LOCATION, CALAIS, VT. OWNERSHIP, HAP AND FLO HARTMAN, ROUTE 14, EAST CALAIS,
ALI
GN
ME
NT
TI
ES
POB 331+75.00NORTH = 686500.5011
EAST = 1661794.3283
PC 332+16.09NORTH = 686540.6033
EAST = 1661803.2680
PT 334+19.15NORTH = 686737.2160
EAST = 1661853.9091
PC 334+39.20NORTH = 686756.4569
EAST = 1661859.5428
PT 337+75.00NORTH = 687076.9900
EAST = 1661959.5792
POE 340+57.26NORTH = 687344.9034
EAST = 1662048.4188
z12b146ti.dgn
G.K.DONINGTON
S.BROWN
SURVEY TIE SHEET
S.BROWN
R.BENJAMIN
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
19-AUG-2014
5 32
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
MA
TC
HLIN
E S
TA. 3
38
+12.5
VT RT 14
TO EAST CALAIS
POLE #47
RETAIN EXISTING
RELOCATION (ELECTRIC)
TEMPORARY AERIAL
THE END OF EXISTING WINGWALL)
BRACKET WILL ALLOW A 6’ BUFFER FROM
TO EXISTING POLE #47 (4’ OFFSET
TEMPORARY OFFSET BRACKET ATTACHED
OF THE PROPERTY OWNER
THIS TREE PER REQUEST
DO NOT CUT OR TRIM
SERVICE
ELECTRIC/TELEPHONE
TEMPORARILY REMOVE
ELECTRIC/TELEPHONE
EXISTING AERIAL
POLE #46
EXISTING
RETAIN
12’
RISERS
W/ELECTRIC AND TELEPHONE
RETAIN EXISTING POLE
THE SERVICE LINES ARE INSTALLED
IMPACTS TO THE SPRUCE TREE WHEN
PLACED SO AS TO MINIMIZE THE
THIS TEMPORARY POLE SHALL BE
UTILITY NOTE:
NOTE)
SERVICE (SEE UTILITY
ELECTRIC/TELEPHONE
TEMPORARY POLE FOR
10’ W/8’ OFFSET BRACKET
6’ W/4’ OFFSET BRACKET
KIN
GSB
UR
Y BR
AN
CH
PAVED
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
MATCH EXISTING
STA 334+25.00
BEGIN APPROACH
335+00
333+00
334+00
336+00337+00 338+00
ST
A 334
+19.15
PT
ST
A 334
+39.20
PC
ST
A 333
+17.66
PI
ST
A 336
+07.12
PI
50
+00
51
+00
52
+00
STA 52+00.00
POE
BEGIN BRIDGE
END ROADWAY
STA. 337+08.96
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
STA 334+75.00
BEGIN PROJECT
END APPROACH
LIMITS (TYP)
CONSTRUCTION
(TYP)
70°
ST
A 337
+75.00
PT
STA 50+00.00
POB
EXISTING ROW
(TYP)
R=15’
=CHANNEL STATION 51+00.00
MAINLINE STATION 337+35.00
STA. 336+51 - 336+96 LT
STA. 336+27 - 336+84 RT
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 336+96 - 337+17 LT
STA. 336+84 - 337+04 RT
GALVANIZED 3 RAIL BOX BEAM
GUARDRAIL APPROACH SECTION,
STA. 337+17 - 337+71 LT
STA. 337+04 - 337+59 RT
GALVANIZED 3 RAIL BOX BEAM
BRIDGE RAILING,
MANUFACTURED TERMINAL SECTION, TANGENT
STA. 336+96 - 337+28 LT
STA. 336+75 - 337+15 RT
COLD PLANING, BITUMINOUS PAVEMENT
STA. 334+25 - 334+75
STA. 334+25 - 340+50
4 INCH YELLOW LINE (DOUBLE)
4 INCH WHITE LINE
STA. 334+25 - 340+50 LT
STA. 334+25 - 340+50 RT
STA. 336+01 - 336+51 LT
STA. 335+77 - 336+27 RT
BOX BEAM GUARDRAIL
CONSTRUCT PAVED APRON
STA. 335+77.57 LT
101
HV
CT
RL
100
HV
CT
RL .
.
GU
YW
.
CO
MB
#46C
OM
B
#1/
45
CO
MB
#47
GU
YW
3
HV
CT
RL
.
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
6
z12b146bdr1.dgn
S.BROWN
S.BROWN
A.STOCKIN
MA
TC
HLIN
E S
TA. 3
38
+12.5
LAYOUT SHEET (1)
E = 1.48’
L = 335.80’
T = 167.92’
R = 9500.00’
CURVE #1
VT ROUTE 14
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
POLE #47
RETAIN EXISTING
RELOCATION (ELECTRIC)
TEMPORARY AERIAL
THE END OF EXISTING WINGWALL)
BRACKET WILL ALLOW A 6’ BUFFER FROM
TO EXISTING POLE #47 (4’ OFFSET
TEMPORARY OFFSET BRACKET ATTACHED
OF THE PROPERTY OWNER
THIS TREE PER REQUEST
DO NOT CUT OR TRIM
SERVICE
ELECTRIC/TELEPHONE
TEMPORARILY REMOVE
ELECTRIC/TELEPHONE
EXISTING AERIAL
POLE #46
EXISTING
RETAIN
12’
RISERS
W/ELECTRIC AND TELEPHONE
RETAIN EXISTING POLE
THE SERVICE LINES ARE INSTALLED
IMPACTS TO THE SPRUCE TREE WHEN
PLACED SO AS TO MINIMIZE THE
THIS TEMPORARY POLE SHALL BE
UTILITY NOTE:
NOTE)
SERVICE (SEE UTILITY
ELECTRIC/TELEPHONE
TEMPORARY POLE FOR
10’ W/8’ OFFSET BRACKET
6’ W/4’ OFFSET BRACKET
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
MA
TC
HLIN
E S
TA. 3
38
+12.5
VT RT 14
TO SOUTH WOODBURY
RELOCATION (ELECTRIC)
TEMPORARY AERIAL
POLE #48
RETAIN EXISTING
FIELD
DRIVE
GRAVEL
DRIVE
STA 340+00.00
BEGIN APPROACH
END PROJECT
MATCH EXISTING
STA 340+50.00
END APPROACH
339+00 340+00 340+57
ST
A 340
+57.26
PO
E
EXISTING ROW
EXISTING ROW
=CHANNEL STATION 51+00.00
MAINLINE STATION 337+35.00 COLD PLANING, BITUMINOUS PAVEMENT
STA. 340+00 - 340+50
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 337+62 - 338+12 LT
STA. 337+49 - 337+94 RT
STA. 337+92 - 339+50 LT
STA. 337+80 - 338+41 RT
STA. 337+71 - 337+92 LT
STA. 337+59 - 337+80 RT
GALVANIZED 3 RAIL BOX BEAM
GUARDRAIL APPROACH SECTION,
STA. 339+50 - 340+00 LT
GUARDRAIL TERMINAL SECTION, TANGENT
ANCHOR FOR STEEL BEAM GUARDRAIL
STA. 338+35 RT 16.6’
BOX BEAM GUARDRAILDRAINAGE NOTES
REMOVE EXISTING HEADWALLS AND 15" CSP
STA 338+41.11 RT 30.87 - STA 338+77.54 RT 24.38
1
2
1
2
4’X9’ STONE PAD TYPE II AT OUTLET
CONSTRUCT 31 LF 15" CSP
SEE CROSS SECTION FOR INVERTS
CONSTRUCT REINFORCED CONCRETE HEADWALL & PIPE END SECTION
STA 338+39.18 RT 39.18 - STA 338+75.00 RT 30.08
.
4
HV
CT
RL
..
.
.
. ..
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
7
z12b146bdr1.dgn
S.BROWN
S.BROWN
A.STOCKIN
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
MA
TC
HLIN
E S
TA. 3
38
+12.5
LAYOUT SHEET (2)
VT RT 14
TO SOUTH WOODBURY
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
860
870
880
890
900
910
920920
333
+50
333
+75
334
+00
334
+25
334
+50
334
+75
335
+00
335
+25
335
+50
335
+75
336
+00
336
+25
336
+50
336
+75
337
+00
337
+25
337
+50
337
+75
PVI 334+25.00
ELEV 900.68
PV
C 334
+31.91
EL
EV 900.66
LO 334
+58.80
EL
EV 900.62
PVI 335+16.91
ELEV 900.41
PV
T 336
+01.91
EL
EV 901.76
PV
C 336
+09.90
EL
EV 901.89
PVI 337+22.90
ELEV 903.70
L =170.00 FT
K =90
L =226.00 FT
K =110
STA 334+75.00
BEGIN PROJECT
Q50 900.1
STA 334+25.00
BEGIN APPROACH
TO BE REMOVED
EXISTING ABUTMENTS
-0.2894% 1.6270%
FG = 903.03
STA 337+08.96
BEGIN BRIDGE
FG = 903.28
STA 337+66.69
END BRIDGE
901.0
900.8
900.7
900.7
900.6
900.5
900.5
900.4
900.4
900.4
900.4
900.4
900.4
900.5
900.5
892.2
891.8
900.7
900.68
900.63
900.64
900.72
900.87
901.09
901.38
901.73
902.12
902.46
902.74
902.96
903.13
903.24
903.29
EXISTING GROUND
ELEV = 900.08
LOW BEAM
860
870
880
890
900
910
920920
333
+50
333
+75
334
+00
334
+25
334
+50
334
+75
335
+00
335
+25
335
+50
335
+75
336
+00
336
+25
336
+50
336
+75
337
+00
337
+25
337
+50
337
+75
PVI 334+25.00
ELEV 900.68
PV
C 334
+31.91
EL
EV 900.66
LO 334
+58.80
EL
EV 900.62
PVI 335+16.91
ELEV 900.41
PV
T 336
+01.91
EL
EV 901.76
PV
C 336
+09.90
EL
EV 901.89
PVI 337+22.90
ELEV 903.70
L =170.00 FT
K =90
L =226.00 FT
K =110
STA 334+75.00
BEGIN PROJECT
Q50 900.1
STA 334+25.00
BEGIN APPROACH
TO BE REMOVED
EXISTING ABUTMENTS
-0.2894% 1.6270%
FG = 903.03
STA 337+08.96
BEGIN BRIDGE
FG = 903.28
STA 337+66.69
END BRIDGE
901.0
900.8
900.7
900.7
900.6
900.5
900.5
900.4
900.4
900.4
900.4
900.4
900.4
900.5
900.5
892.2
891.8
900.7
900.68
900.63
900.64
900.72
900.87
901.09
901.38
901.73
902.12
902.46
902.74
902.96
903.13
903.24
903.29
EXISTING GROUND
ELEV = 900.08
LOW BEAM
860
870
880
890
900
910
920920
860
870
880
890
900
910
920920
Q50 900.1
J.KHERA
S.BROWN
R.BENJAMIN
8
z12b146profile.dgn
PROFILE SHEET (1)
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
C
CGRADES SHOWN TO THE NEAREST HUNDREDTH ARE FINISH GRADE ALONG L
GRADES SHOWN TO THE NEAREST TENTH ARE EXISTING GROUND ALONG L
NOTE:
HORIZONTAL
0SCALE IN FEET
0
VERTICAL
20 40 60
10
20
30
860
870
880
890
900
910
920920
337
+75
338
+00
338
+25
338
+50
338
+75
339
+00
339
+25
339
+50
339
+75
340
+00
340
+25
340
+50
340
+75
HI 337
+85.47
EL
EV 903.29
PV
T 338
+35.90
EL
EV 903.18
PV
C 338
+45.25
EL
EV 903.13
LO 338
+86.82
EL
EV 903.04
PVI 339+45.25
ELEV 902.68
PV
T 340
+45.25
EL
EV 904.42
PVI 340+50.00
ELEV 904.51
L =200.00 FT
K =91
K =110
L =226.00 FT
-0.5348% 1.8947%
900.7
900.8
900.9
901.1
901.4
901.7
902.1
902.5
903.0
903.5
904.0
904.5
903.29
903.28
903.22
903.11
903.05
903.05
903.12
903.26
903.47
903.75
904.09
904.51
STA 340+00.00
END PROJECT
STA 340+50.00
END APPROACH
EXISTING GROUND
S.BROWN
R.BENJAMIN
9
J.KHERA
z12b146profile.dgn
PROFILE SHEET (2)
K =110
L =226.00 FT
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF 32
C
CGRADES SHOWN TO THE NEAREST HUNDREDTH ARE FINISH GRADE ALONG L
GRADES SHOWN TO THE NEAREST TENTH ARE EXISTING GROUND ALONG L
NOTE:
HORIZONTAL
0SCALE IN FEET
0
VERTICAL
20 40 60
10
20
30860
870
880
890
900
910
920920
901.0
10
z12b146notes.dgn
S.BROWN
S.BROWN
A.STOCKIN
EPSC PLAN NARRATIVE
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
MA
TC
HLIN
E S
TA. 3
38
+12.5
RESIDENCE
HISTORICALN
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
MA
TC
HLIN
E S
TA. 3
38
+12.5
PL
PL
CHRISTOPHER
MATTOGNO, LISA &
HARTMAN, FLO HARTMAN, FLO
S 144(2) - 1946
CALAIS-WOODBURY
PRIOR PROJECT PLANS
KIN
GSB
UR
Y BR
AN
CH
PAVED
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
GRAVEL
TURNOUT
WIDTH = 31’-5"
LENGTH = 34’-0"
RECONSTRUCTED IN 1946.
BUILT IN 1919,
CONCRETE T-BEAM STRUCTURE
EXISTING BRIDGE INFO
OH
W
SOIL INFORMATION
WEIDER VERY FINE SANDY LOAM
0%-3% SLOPES
K VALUE = .32
NOT HIGHLY ERODIBLE SOIL INFORMATION
RUMNEY FINE SANDY LOAM
0%-2% SLOPES
K VALUE = .24
NOT HIGHLY ERODIBLE
MATCH EXISTING
STA 334+25.00
BEGIN APPROACH
335+00
333+00
334+00
336+00337+00 338+00
BEGIN BRIDGE
END ROADWAY
STA. 337+08.96
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
STA 334+75.00
BEGIN PROJECT
END APPROACH
EXISTING ROW
(TYP)
R=15’
890
OH
W
OH
W
OH
W
OH
W
OH
W
.
.
1454
GU
YW
.
1001
CO
MB
#461576
CO
MB
#1/
45
1436
CO
MB
#47
1578
GU
YW
900
900
900
900
900900
900
900
900900
900900
900
900
900
.
1766
S.BROWN
11
S.BROWN
A.STOCKIN
EPSC EXISTING CONDITIONS SITE PLAN (1)
z12b146existsite.dgn
MA
TC
HLIN
E S
TA. 3
38
+12.5
SOIL BOUNDARY
LEGEND
AERIAL ELECTRIC
RESIDENCE
HISTORICAL
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
VT RT 14
TO EAST CALAIS
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
MA
TC
HLIN
E S
TA. 3
38
+12.5
TO REMAIN
EXISTING CULVERT
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
HARTMAN, FLO
HARTMAN, FLO
FIELD
DRIVE
GRAVEL
DRIVE
SOIL INFORMATION
STETSON LOAM
3%-8% SLOPES
K VALUE = .17
NOT HIGHLY ERODIBLE
STA 340+00.00
BEGIN APPROACH
END PROJECT
MATCH EXISTING
STA 340+50.00
END APPROACH
339+00 340+00 340+57
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
EXISTING ROW
EXISTING ROW
=CHANNEL STATION 51+00.00
MAINLINE STATION 337+35.00
900
900
900
#48
.
4
HV
CT
RL
.
#49
TR
ANSF
OR
ME
R
BO
X
EL
EC
TRIC
ME
TE
R P
ED
ES
TA
L
..
.
. ..
#50
12
S.BROWN
S.BROWN
A.STOCKIN
z12b146existsite.dgn
EPSC EXISTING CONDITIONS SITE PLAN (2)
MA
TC
HLIN
E S
TA. 3
38
+12.5
SOIL BOUNDARY
LEGEND
AERIAL ELECTRIC
TO REMAIN
EXISTING CULVERT
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
VT RT 14
TO SOUTH WOODBURY
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
VT RT 14
TO EAST CALAIS
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
SILT FENCE
PROJECT DEMARCATION FENCE
LIMITS OF SOIL DISTURBANCE
PRODUCT RECP
ROLLED EROSION CONTROL
PAD
VEHICLE TRACKING
FILTER CURTAIN
WETLANDS IMPACTS = 0 SF
PERMANENT OHW IMPACTS = 144 SF
TEMPORARY OHW IMPACTS = 0 SF
IMPACTS
TEMPORARY ARCHAEOLOGICAL= 1661 SF
IMPACTS
PERMANENT ARCHAEOLOGICAL= 334 SF
13
S.BROWN
S.BROWN
A.STOCKIN
z12b146erobdr.dgn
EPSC CONST. CONDITIONS SITE PLAN (1)
MA
TC
HLIN
E S
TA. 3
38
+12.5
BEGIN BRIDGE
END ROADWAY
STA. 337+08.96
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
IMPACTS (TYP)
PERMANENT ARCH.
IMPACTS (TYP)
TEMP. ARCH.
IMPACTS (TYP)
PERMANENT OHW
KIN
GSB
UR
Y BR
AN
CH
#6067
PAVED
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
HVCTRL
3
HVCTRL
100
HVCTRL
101
EXISTING BRIDGE INFO
CONCRETE T-BEAM STRUCTURE
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
101
HV
CT
RL
100
HV
CT
RL .
..
3
HV
CT
RL
.
MATCH EXISTING
STA 334+25.00
BEGIN APPROACH
335+00
333+00
334+00
336+00337+00 338+00
50
+00
51
+00
52
+00
STA 334+75.00
BEGIN PROJECT
END APPROACH
LIMITS (TYP)
CONSTRUCTION EXISTING ROW
LEGEND
SILT FENCE
PROJECT DEMARCATION FENCE
LIMITS OF SOIL DISTURBANCE
PRODUCT RECP
ROLLED EROSION CONTROL
PAD
VEHICLE TRACKING
FILTER CURTAIN
PIPE INLET PROTECTION
WETLANDS IMPACTS = 0 SF
PERMANENT OHW IMPACTS = 144 SF
TEMPORARY OHW IMPACTS = 0 SF
IMPACTS
TEMPORARY ARCHAEOLOGICAL= 1661 SF
IMPACTS
PERMANENT ARCHAEOLOGICAL= 334 SF
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
VT RT 14
TO SOUTH WOODBURY
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
MA
TC
HLIN
E S
TA. 3
38
+12.5
LIMITS (TYP)
CONSTRUCTION
SOIL INFORMATION
STETSON LOAM
3%-8% SLOPES
K VALUE = .17
NOT HIGHLY ERODIBLE
CULVERT
EXISTING
IMPACTS (TYP)
PERMANENT ARCH.
IMPACTS (TYP)
TEMP. ARCH.
STA 340+00.00
BEGIN APPROACH
END PROJECT
MATCH EXISTING
STA 340+50.00
END APPROACH
339+00 340+00 340+57
EXISTING ROW
EXISTING ROW
FIELD
DRIVE
GRAVEL
DRIVE
.
..
.
.
. ..
FIELD
DRIVE
GRAVEL
DRIVE
SUBTERRANEAN
ELECTRICAL
TRANSFORMER
BOX
HVCTRL
4.
4
HV
CT
RL
..
.
.
. ..
STA 340+00.00
BEGIN APPROACH
END PROJECT
MATCH EXISTING
STA 340+50.00
END APPROACH
339+00 340+00 340+57
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
EXISTING ROW
EXISTING ROW
LEGEND
SILT FENCE
PROJECT DEMARCATION FENCE
LIMITS OF SOIL DISTURBANCE
PRODUCT RECP
ROLLED EROSION CONTROL
PAD
VEHICLE TRACKING
FILTER CURTAIN
PIPE INLET PROTECTION
WETLANDS IMPACTS = 0 SF
PERMANENT OHW IMPACTS = 144 SF
TEMPORARY OHW IMPACTS = 0 SF
IMPACTS
TEMPORARY ARCHAEOLOGICAL= 1661 SF
IMPACTS
PERMANENT ARCHAEOLOGICAL= 334 SF
14
S.BROWN
S.BROWN
A.STOCKIN
EPSC CONST. CONDITIONS SITE PLAN (2)
z12b146erobdr.dgn
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
VT RT 14
TO EAST CALAIS
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
LEGEND
LIMITS OF SOIL DISTURBANCE
15
S.BROWN
S.BROWN
A.STOCKIN
z12b146sitebdr.dgn
EPSC FINAL CONDITIONS SITE PLAN (1)
MA
TC
HLIN
E S
TA. 3
38
+12.5
DISTURBED AREAS
REQUIRING RE-VEGETATION
KIN
GSB
UR
Y BR
AN
CH
PAVED
DRIVE
GRAVEL
DRIVE
GRAVEL
DRIVE
EXISTING BRIDGE INFO
CONCRETE T-BEAM STRUCTURE
OH
W
890
OH
W
OH
W
OH
W
OH
W
OH
W
900
900
900
900
900900
900
900900
900
900
.
..
.
MATCH EXISTING
STA 334+25.00
BEGIN APPROACH
335+00
333+00
334+00
336+00337+00 338+00
50
+00
51
+00
52
+00
BEGIN BRIDGE
END ROADWAY
STA. 337+08.96
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
STA 334+75.00
BEGIN PROJECT
END APPROACH
LIMITS (TYP)
CONSTRUCTION EXISTING ROW
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
VT RT 14
TO SOUTH WOODBURY
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
3216
S.BROWN
S.BROWN
A.STOCKIN
EPSC FINAL CONDITIONS SITE PLAN (2)
z12b146sitebdr.dgn
MA
TC
HLIN
E S
TA. 3
38
+12.5
LEGEND
LIMITS OF SOIL DISTURBANCE
REQUIRING RE-VEGETATION
DISTURBED AREAS
FIELD
DRIVE
GRAVEL
DRIVE
.
4
HV
CT
RL
..
.
.
. ..
STA 340+00.00
BEGIN APPROACH
END PROJECT
MATCH EXISTING
STA 340+50.00
END APPROACH
339+00 340+00 340+57
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
EXISTING ROW
EXISTING ROW
NOT TO SCALE
SILT FENCE
SYMBOLSYMBOL
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 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
CULVERT
2’
2’
21
GEOTEXTILE
R
A A
PLACE STONE OVER GEOTEXTILE.
THE GEOTEXTILE MUST BE DISPOSED OF APPROPRIATELY.
THE AREA CONTRIBUTING TO THE CHECK DAM SHALL NOT EXCEED 4 ACRES.
REVISIONS
MARCH 6, 2008 WHF
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: ILLINOIS USDA-NRCS
R
2"-3" STONE
(AS NECESSARY)
FILTERING STONE
SECTION A-A
USE 2" TO 3" STONE. FILTERING STONE SHALL BE 3/4".
WHFJANUARY 13, 2009
ITEM 653.40).
SECTION 653 FOR INLET PROTECTION DEVICE, TYPE I (PAY
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
MUST BE REMOVED).
PROTECTS THE AREA FROM EROSION AND CHANNEL BLOCKAGE . (GEOTEXTILE
THE CHECK DAM(S) SHALL BE FLATTENED AND GRADED IN A MANNER WHICH
6.
5.
4.
3.
2.
1.
IN AN APPROVED WASTE AREA.
VEGETATION, THE SEDIMENT TRAPPED BEHIND THE DAM SHALL BE DISPOSED OF
ONCE THE AREAS UPSTREAM FROM THE CHECK DAM ARE STABILIZED WITH
EPSC DETAILS (1)
z12b146epscdet.dgn
S.BROWN
S.BROWN
17
A.STOCKIN
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
PROTECTION
PIPE INLET
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
WOVEN WIRE
SILT FENCE
NOT TO SCALE
FLOW
DIA.
PIPE
7’18"
8’30"
7’24"
ROADWAYS AND TRANSPORTATION FACILITIES
ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR
CLOTH
FILTER
GROUND
EXISTING
50’MIN
3’
GROUND
EXISTING
12’MIN
10’ MIN
10’ MIN
5:1
PAVEMENT
EXISTING
PAVEMENT
EXISTING
PLAN VIEW
12’MIN
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
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
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
EPSC DETAILS (2)
z12b146epscdet.dgn
S.BROWN
S.BROWN
18
A.STOCKIN
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
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
8"MIN
(OPTIONAL)
BERM
MOUNTABLE
PROFILE
NOT TO SCALE
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
VT RT 14
TO EAST CALAIS
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
CONSTRUCT SIGNAL
50’500’
500’
BRIDGE
LANEONE
AHEADWORK
BRIDGE
AHEAD
500’
END
ROAD WORK
WHITE LINE
TEMPORARY 4"
50’
MA
TC
HLIN
E S
TA. 3
38
+12.5
50’
335+00
333+00
334+00
336+00337+00 338+00
BEGIN BRIDGE
END ROADWAY
STA. 337+08.96
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
MA
TC
HLIN
E S
TA. 3
38
+12.5
VT RT 14
TO EAST CALAIS
KIN
GSB
UR
Y BR
AN
CH
MATCH EXISTING
STA 334+25.00
BEGIN APPROACH
335+00
333+00
334+00
336+00337+00 338+00
BEGIN BRIDGE
END ROADWAY
STA. 337+08.96
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
STA 334+75.00
BEGIN PROJECT
END APPROACH
..
....
..
19
J.KHERA
S.BROWN
A.STOCKIN
z12b146tcs.dgn
TRAFFIC CONTROL PHASE ONE
MA
TC
HLIN
E S
TA. 3
38
+12.5
ENERGY ABSORPTION
ATTENUATOR
BARREL
TEMPORARY BARRIER
LEGEND
STOP BAR
TRAFFIC CONTROL PHASE 1
3. SEE TYPICAL SECTIONS (2) FOR A STANDARD SECTION DURING TRAFFIC CONTROL PHASE 1.
2. MAINTAIN ONE LANE OF ALTERNATING TRAFFIC THROUGHOUT DURATION OF PHASE 1.
1. INSTALL TEMPORARY TRAFFIC SIGNALS AND ASSOCIATED SIGNS, STRIPING AND BARRIERS AS SHOWN.
TRAFFIC CONTROL PHASE 1
3. SEE TYPICAL SECTIONS (2) FOR A STANDARD SECTION DURING TRAFFIC CONTROL PHASE 1.
2. MAINTAIN ONE LANE OF ALTERNATING TRAFFIC THROUGHOUT DURATION OF PHASE 1.
1. INSTALL TEMPORARY TRAFFIC SIGNALS AND ASSOCIATED SIGNS, STRIPING AND BARRIERS AS SHOWN.
END
ROAD WORK
50’ 500’ 500’ 500’
BRIDGELANEONE
AHEADWORK
BRIDGE
AHEAD
CONSTRUCT SIGNAL
339+00 340+00 340+57
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
VT RT 14
TO SOUTH WOODBURY
STA 340+00.00
BEGIN APPROACH
END PROJECT
MATCH EXISTING
STA 340+50.00
END APPROACH
339+00 340+00 340+57
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
=CHANNEL STATION 51+00.00
MAINLINE STATION 337+35.00
TRAFFIC CONTROL PHASE 1
3. SEE TYPICAL SECTIONS (2) FOR A STANDARD SECTION DURING TRAFFIC CONTROL PHASE 1.
2. MAINTAIN ONE LANE OF ALTERNATING TRAFFIC THROUGHOUT DURATION OF PHASE 1.
1. INSTALL TEMPORARY TRAFFIC SIGNALS AND ASSOCIATED SIGNS, STRIPING AND BARRIERS AS SHOWN.
.
4
HV
CT
RL
..
.
.
. ..
MA
TC
HLIN
E S
TA. 3
38
+12.5
20
J.KHERA
S.BROWN
A.STOCKIN
TRAFFIC CONTROL PHASE ONE
z12b146tcs.dgn
ENERGY ABSORPTION
ATTENUATOR
BARREL
TEMPORARY BARRIER
LEGEND
STOP BAR
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
VT RT 14
TO SOUTH WOODBURY
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
VT RT 14
TO EAST CALAIS
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
50’50’500’
500’
WORK
BRIDGE
AHEAD
500’
END
ROAD WORK
50’
BRIDGE
LANEONE
AHEAD
WHITE LINE
TEMPORARY 4"
CONSTRUCT SIGNAL
MA
TC
HLIN
E S
TA. 3
38
+12.5
ENERGY ABSORPTION
TEMPORARY BARRIER
MATCH EXISTING
STA 334+25.00
BEGIN APPROACH
335+00
333+00
334+00
336+00337+00 338+00
BEGIN BRIDGE
END ROADWAY
STA. 337+08.96
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
STA 334+75.00
BEGIN PROJECT
END APPROACH
TRAFFIC CONTROL PHASE 2
4. SEE TYPICAL SECTIONS (2) FOR A STANDARD SECTION DURING TRAFFIC CONTROL PHASE 2.
3. MAINTAIN ONE LANE OF ALTERNATING TRAFFIC THROUGHOUT DURATION OF PHASE 2.
2. REMOVE PORTION OF EXISTING BRIDGE AS NECESSARY FOR PROPOSED DRILLED SHAFT CONSTRUCTION.
1. INSTALL TEMPORARY TRAFFIC SIGNALS AND ASSOCIATED SIGNS, STRIPING AND BARRIERS AS SHOWN.
21
J.KHERA
S.BROWN
A.STOCKIN
z12b146tcs.dgn
TRAFFIC CONTROL PHASE TWO
MA
TC
HLIN
E S
TA. 3
38
+12.5
ENERGY ABSORPTION
ATTENUATOR
BARREL
TEMPORARY BARRIER
LEGEND
STOP BAR
TRAFFIC CONTROL PHASE 2
4. SEE TYPICAL SECTIONS (2) FOR A STANDARD SECTION DURING TRAFFIC CONTROL PHASE 2.
3. MAINTAIN ONE LANE OF ALTERNATING TRAFFIC THROUGHOUT DURATION OF PHASE 2.
2. REMOVE PORTION OF EXISTING BRIDGE AS NECESSARY FOR PROPOSED DRILLED SHAFT CONSTRUCTION.
1. INSTALL TEMPORARY TRAFFIC SIGNALS AND ASSOCIATED SIGNS, STRIPING AND BARRIERS AS SHOWN.
4. SEE TYPICAL SECTIONS (2) FOR A STANDARD SECTION DURING TRAFFIC CONTROL PHASE 2.
3. MAINTAIN ONE LANE OF ALTERNATING TRAFFIC THROUGHOUT DURATION OF PHASE 2.
2. REMOVE PORTION OF EXISTING BRIDGE AS NECESSARY FOR PROPOSED DRILLED SHAFT CONSTRUCTION.
1. INSTALL TEMPORARY TRAFFIC SIGNALS AND ASSOCIATED SIGNS, STRIPING AND BARRIERS AS SHOWN.
50’ 500’ 500’ 500’
END
ROAD WORK
WORK
BRIDGE
AHEAD
BRIDGELANEONE
AHEAD
CONSTRUCT SIGNAL
MA
TC
HLIN
E S
TA. 3
38
+12.5
STA 340+00.00
BEGIN APPROACH
END PROJECT
MATCH EXISTING
STA 340+50.00
END APPROACH
339+00 340+00 340+57
RESUME ROADWAY
END BRIDGE
STA. 337+66.69
22
J.KHERA
S.BROWN
A.STOCKIN
TRAFFIC CONTROL PHASE TWO
z12b146tcs.dgn
MA
TC
HLIN
E S
TA. 3
38
+12.5
ENERGY ABSORPTION
ATTENUATOR
BARREL
TEMPORARY BARRIER
LEGEND
STOP BAR
TRAFFIC CONTROL PHASE 2
4. SEE TYPICAL SECTIONS (2) FOR A STANDARD SECTION DURING TRAFFIC CONTROL PHASE 2.
3. MAINTAIN ONE LANE OF ALTERNATING TRAFFIC THROUGHOUT DURATION OF PHASE 2.
2. REMOVE PORTION OF EXISTING BRIDGE AS NECESSARY FOR PROPOSED DRILLED SHAFT CONSTRUCTION.
1. INSTALL TEMPORARY TRAFFIC SIGNALS AND ASSOCIATED SIGNS, STRIPING AND BARRIERS AS SHOWN. N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
VT RT 14
TO SOUTH WOODBURY
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
N
VT S
TATE
PLANE GRID
False Northing: 0
.0000
False Easting: 16
40416.6667
Origin Latitude: 4
2°30’00.0000"N
Central Meridian:
72°30’00.0000"W
US Survey FootTransver
se Mercator
NAD83 Vermont Sta
te PlanesVT83
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
ELEVATION BOTTOM
EXISTING RIVER
(3 RAIL BOX BEAM GALVANIZED)
BRIDGE RAIL
L
L3 RAIL BOX BEAM (GALVANIZED)
APPROACH SECTION (TYP)
900
910
920
890
880
TO C BRG ABUTMENT 2
56’-8�" C BRG ABUTMENT 1
SCALE 1" = 10’-0
10 0 10
900
910
920
890
880
TO EAST CALAIS
VT RT 14
TO SOUTH WOODBURY
VT RT 14
END APPROACH SLAB
STA. 337+78.69
BEGIN APPROACH SLAB
END BRIDGE
STA. 337+66.69
BEGIN BRIDGE
END APPROACH SLAB
STA. 337+08.96
BEGIN APPROACH SLAB
STA. 336+88.96
KIN
GSB
UR
Y BR
AN
CH
7 @ 7’-10�" = 54’-11�"
BRIDGE RAIL SPACINGPOST (TYP)
3’-6" FIRST RAIL
70°
FLOW15"
CGMP#6067
DRIVE
GRAVEL
DRIVE
GRAVEL
337+00 338+00
51
+00
OH
W
OH
W
900900900
900
.
23PLAN AND ELEVATION SHEET
S.BROWN
S.BROWN
A.STOCKIN
z12b146pe.dgn
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
333+25
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
333+50
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
333+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
334+00
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
334+25
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
334+50
880
890
900
910
920
STA.333+25 TO STA.334+50
F.G. = 900.68
F.G. = 900.63
-0.020 0.027 -0.087
-0.020 0.016 -0.076
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
DRI
VE
GR
AV
EL
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
DR
OA
D
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
1:-4.51:-20.0
1:-6.01:-6
.0
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
24
J.KHERA
J.KHERA
R.BENJAMIN
MAINLINE CROSS SECTIONS
z12b146xs.dgn
MATCH EXISTING CROSS SLOPES
BEGIN APPROACH
STA. 334+25.00
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
334+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
335+00
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
335+25
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
335+50
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
335+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
336+00
880
890
900
910
920
STA.334+75 TO STA.336+00
F.G. = 900.67
F.G. = 900.72
F.G. = 900.87
F.G. = 901.09
F.G. = 901.38
F.G. = 901.73
-0.020
-0.020-0.007 -0.0531:-4.0
1:-4.0
-0.020 -0.0301:-4.0
-0.020 -0.020
-0.020 -0.020
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
DR
OA
D
PA
VE
D
RO
AD
PA
VE
DR
OA
D
PA
VE
D
1:-30.0
-0.018 -0.042
0.005 -0.065 1:-4.51:-20.
0
1:-30.0
1:-50.0
1:-20.0
1:-3.5
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
25
J.KHERA
J.KHERA
R.BENJAMIN
MAINLINE CROSS SECTIONS
z12b146xs.dgn
BEGIN PROJECT
STA. 334+75.00
1:-3.5
1:-10.0
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
336+25
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
336+50
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
336+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
337+00
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
337+25
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
337+50
880
890
900
910
920
STA.336+25 TO STA.337+50
ED
GE
BR
OO
K
RI
GH
T :
O:
F.G. = 902.11
F.G. = 902.46
F.G. = 902.71
F.G. = 902.96
F.G. = 903.10
F.G. = 903.24
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
1:-3.0
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
DRI
VE
GR
AV
EL
GU
AR
DR
AI
L
SI
DE
WA
LK
SI
DE
WA
LK
GU
AR
DR
AI
L
GU
AR
DR
AI
L
GU
AR
DR
AI
L
GU
AR
DR
AI
L
BR
OO
K
ED
GE
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
1:-2.0 1:-2.5
1:-3.5
1:-3.0
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
26
J.KHERA
J.KHERA
R.BENJAMIN
MAINLINE CROSS SECTIONS
z12b146xs.dgn
BEGIN BRIDGE
STA. 337+08.96
1:-4.0
1:-3.0
1:-10.0
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
337+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
338+00
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
338+25
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
338+50
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
338+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
339+00
880
890
900
910
920
STA.337+75 TO STA.339+00
F.G. = 903.29
F.G. = 903.28
F.G. = 903.21
F.G. = 903.11
F.G. = 903.08
F.G. = 903.05
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
BR
US
H
ED
GE
BR
US
H
ED
GE
DRI
VE
GR
AV
EL
DRI
VE
GR
AV
EL
DRI
VE
GR
AV
EL
GU
AR
DR
AI
LG
UA
RD
RAI
L
BR
OO
K
ED
GE
GU
AR
DR
AI
L
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
1:-2.5
1:-4.0
1:-4.0
1:-10.0
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
27
J.KHERA
J.KHERA
R.BENJAMIN
MAINLINE CROSS SECTIONS
z12b146xs.dgn
END BRIDGE
STA. 337+66.69
1:-3.0
1:-3.0
15" CMP
15" CMP
INV = 897.25
INV = 899.24
STA 339+13 RT 30’
EXISTING UTILITY POLE
GR
AV
EL
DRI
VE
1:-3.0
1:-2.0
1:-2.0
1:-2.0
1:-2.0
1:-2.0
1:-2.0
1:-2.0
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
339+25
880
890
900
910
920
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
339+50
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
339+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
340+00
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
340+25
880
890
900
910
920
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
340+50
890
900
910
920
STA.339+25 TO STA.340+50
F.G. = 903.15
F.G. = 903.26
F.G. = 903.50
F.G. = 903.75
F.G. = 904.11
F.G. = 904.51
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
-0.020 -0.020
1:-6.9 -0.024 -0.015 1:-6.0
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
1:-4.0
1:-4.0
1:-4.0
1:-4.0
1:-5.01:-14.0
1:-40.0
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
28
J.KHERA
J.KHERA
R.BENJAMIN
MAINLINE CROSS SECTIONS
z12b146xs.dgn
END PROJECT
STA. 340+00.00
MATCH EXISTING CROSS SLOPES
END APPROACH
STA. 340+50.0
1:-3.0
1:-3.0
1:-10.0
1:-6.0
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
STA 337+08.96
BEGIN BRIDGE
BANKING DIAGRAM
BEGIN APPROACH
STA 334+25.00
334
+25
334
+50
334
+75
335
+00
335
+25
335
+50
335
+75
336
+00
336
+25
336
+50
336
+75
337
+00
337
+25
337
+50
337
+75
RIGHT
LANE
334
+25
334
+50
334
+75
335
+00
335
+25
335
+50
335
+75
336
+00
336
+25
336
+50
336
+75
337
+00
337
+25
337
+50
337
+75
MATERIAL TRANSITIONS
STA 334+75.00
BEGIN PROJECT
STA 337+66.69
END BRIDGE
24:1
BEGIN APPROACH
STA 334+25.00
STA 334+37.50
BEGIN TRANSITION
24" SUBBASE OF DENSE CRUSHED GRAVEL
STA 335+29.06
TYPE IV (TYP)
2-1�" LIFTS OF
TYPE II (TYP)
2-3" LIFTS OF
18" SAND BORROW
LEFT LANE
-1%
-6%
-5%
-4%
-3%
-2%
0
3%
1%
2%
4%
5%
STA 335+73.06
-7%
-8%
-9%
5
4
3
2
1 FT
6
340
+50
-1%
0
-2%
-3%
-4%
-5%
-6%
3%
1%
2%
4%
5%
5
4
3
2
1 FT
6
-7%
-8%
-9%
HORIZONTAL
0SCALE IN FEET
0
VERTICAL
20 40 60
2
4
6
J.KHERA
29
J.KHERA
z12b146xs2.dgn
MATERIAL TRANSITION AND BANKING SHEET (1)
R.BENJAMIN
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
334
+25
-1%
-6%
-5%
-4%
-3%
-2%
0
3%
1%
2%
4%
5%
-7%
-8%
-9%
5
4
3
2
1 FT
6
END APPROACH
STA 340+50.00
337
+75
338
+00
338
+25
338
+50
338
+75
339
+00
339
+25
339
+50
339
+75
340
+00
340
+25
340
+50
LEFT LANE
337
+75
338
+00
338
+25
338
+50
338
+75
339
+00
339
+25
339
+50
339
+75
340
+00
340
+25
340
+50
END APPROACH
STA 340+50.00
STA 340+37.50
END TRANSITION
24:1
STA 340+00.00
END PROJECT
BANKING DIAGRAM
MATERIAL TRANSITIONS
RIGHT LANE
24" SUBBASE OF DENSE CRUSHED GRAVEL
STA 340+40.10
STA 340+37.90
TYPE II (TYP)
2-3" LIFTS OF
TYPE IV (TYP)
2-1�" LIFTS OF
18" SAND BORROW
-1%
0
-2%
-3%
-4%
-5%
-6%
3%
1%
2%
4%
5%
5
4
3
2
1 FT
6
-7%
-8%
-9%
HORIZONTAL
0SCALE IN FEET
0
VERTICAL
20 40 60
2
4
6
J.KHERA
30
J.KHERA
z12b146xs2.dgn
MATERIAL TRANSITION AND BANKING SHEET (2)
R.BENJAMIN
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"
20 0 20G.K.DONINGTON
19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OFYEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+00
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+25
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+50
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-40-50-60-70
50+75
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+00
880
890
900
910
920
880
890
900
910
920
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+25
880
890
900
910
920
STA.50+00 TO STA.51+25
RO
AD
PA
VE
D :
R:
WO
OD
S
ED
GE
WO
OD
S
ED
GE
BR
US
H
ED
GE
BR
US
H
ED
GE
BR
US
H
ED
GE
DRI
VE
GR
AV
EL
BR
OO
K
ED
GE
BR
OO
K
ED
GE
BR
OO
K
ED
GE
BR
OO
K
ED
GE
BR
OO
K
ED
GE
BR
OO
K
ED
GE
BR
OO
K
ED
GE
WO
OD
S
ED
GE
GU
AR
DR
AI
L
GU
AR
DR
AI
L
GU
AR
DR
AI
L
GU
AR
DR
AI
L
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
RO
AD
PA
VE
D
YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
31
J.KHERA
J.KHERA
R.BENJAMIN
z12b146xs.dgn
CHANNEL CROSS SECTIONS
GRUBBING MATERIAL
STONE FILL TYPE III
GEOTEXTILE UNDER STONE FILL
UNCLASSIFIED CHANNEL EXCAVATIONEND
STA. 51+25.00 LT
GRUBBING MATERIAL
STONE FILL TYPE III
GEOTEXTILE UNDER STONE FILL
UNCLASSIFIED CHANNEL EXCAVATIONBEGIN
STA. 51+50.00 LT
GRUBBING MATERIALEND
STA. 50+71.00 LT
GRUBBING MATERIALBEGIN
STA. 51+13.00 LT
GRUBBING MATERIAL
STONE FILL TYPE III
GEOTEXTILE UNDER STONE FILL
UNCLASSIFIED CHANNEL EXCAVATIONSTART
STA. 51+50.00 RT
-30
GRUBBING MATERIAL
STONE FILL TYPE III
GEOTEXTILE UNDER STONE FILL
UNCLASSIFIED CHANNEL EXCAVATIONEND
STA. 51+25.00 RT
ABUTMENTS
REMOVE EXISTING
OHW ELEV. 894.1’
OHW ELEV. 894.2’
OHW ELEV. 893.9’
OHW ELEV. 894.0’
OHW ELEV. 894.2’
OHW ELEV. 894.2’
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
880
890
900
910
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+50
880
890
900
910
880
890
900
910
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+75
880
890
900
910
880
890
900
910
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
52+00
880
890
900
910
STA.51+50 TO STA.52+00
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
WO
OD
S
ED
GE
BR
US
H
ED
GE
BR
OO
K
ED
GE
BR
OO
K
ED
GE
BR
OO
K
ED
GE
BR
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YEARS
PARSONS BRINCKERHOFF650 ELM STREET
MANCHESTER, NH 03101
32
J.KHERA
J.KHERA
R.BENJAMIN
z12b146xs.dgn
CHANNEL CROSS SECTIONS
OHW ELEV. 893.6’
OHW ELEV. 892.8’
OHW ELEV. 892.7’
CALAIS
BHF 037-2(11)
SCALE 1" = 20’-0"19-AUG-2014
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
G.K.DONINGTON
32
