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13
K.HIGGINS
NAD83(2011)
NAVD88
R.GILMAN
2
LONDONDERRY
BF 016-1(33)
2-11-2014
VT
ST
AT
E
PL
AN
E
GRI
D
N
TO LANDGROVE
VT ROUTE 11
TO WI
NDHAMVT
ROUTE 11
FL
OW
UN
NA
ME
D
BR
OO
K
11+50 12+0013+00 14+00
15+00
16+00
17+0
0
17+5
0
SCALE 1" = 40’-0"
40 0 40
REMOVAL OF EXISTING BRIDGE, AND REPLACEMENT WITH A NEW STRUCTURE.
ROUTE NO : VT ROUTE 11, RURAL MINOR COLLECTOR
150.00 FEET
142.00 FEET
8.00 FEET
BRIDGE NO : 24
LENGTH OF PROJECT:
LENGTH OF ROADWAY:
LENGTH OF STRUCTURE:
PROJECT DESCRIPTION:
PROJECT LOCATION:
STA 14+00.00
BEGIN PROJECTSTA 15+50.00
END PROJECT
APPROXIMATELY 1.6 MILES WEST OF THE JUNCTION OF VT ROUTES 11 AND 100
STA 14+62.00
END BRIDGE
STA 14+54.00
BEGIN BRIDGE
COUNTY OF WINDHAM
TOWN OF LONDONDERRY
LOCATION
PROJECT
30-SEP-2015
CONCEPTUAL PLANS
THIS PROJECT.
A SIMPLIFIED PAVEMENT DESIGN HAS BEEN DONE FOR 4.
BY OTHERS.
THE PROJECT AREA WHICH WILL REQUIRE RELOCATION
THERE ARE EXISTING OVERHEAD UTILITIES WITHIN3.
PRELIMINARY DESIGN.
RIGHTS REQUIRED WILL NOT BE KNOWN UNTIL
NECESSARY FOR THIS PROJECT.THE EXTENT OF
IT IS ANTICIPATED THAT CHANNEL RIGHTS WILL BE2.
MAINTAINED VIA A SIGNED STATE DETOUR.
(FRIDAY 6PM-MONDAY 6AM). TRAFFIC WILL BE
THE BRIDGE WILL BE CLOSED FOR ONE WEEKEND1.
REVIEWER NOTES
VERM ONTFREEDOM ANDUNITY
CANADA
ORLEANSESSEX
WASHI
NGTON
LAMOILLE
FRANKLIN
GR
AN
D IS
LE
ADDISON
CHIT
TENDEN
ORANGE
CA
LE
DO
NIA
WIN
DS
OR
RUTLAND
BE
NNIN
GT
ON
WINDHAM
N
VT
ST
AT
E P
LA
NE
GRID
APPROVED DATE
SHEET 1 OF SHEETS
DATUM
VERTICAL
HORIZONTAL
SURVEYED DATE :
SURVEYED BY :
PROJECT MANAGER :
PROJECT NAME :
PROJECT NUMBER :
NEW YORK
State of
MASSACHUSETTS
Commonwealth of
NEW HAMPSHIRE
State of
BRIDGE PROJECT
PROPOSED IMPROVEMENT
AGENCY OF TRANSPORTATION
STATE OF VERMONT
QUALITY ASSURANCE PROGRAM : LEVEL
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
.
.
.
A
A
AA
A
A
A
A
A
A
A
A
1’-0"
HIGH WATER
ORDINARYGROUND
EXISTING *
1
1.5
(TYP)
CHANNEL EXCAVATION
UNCLASSIFIED
STONE FILL (TYP)
GEOTEXTILE UNDER
(TYP)
MATERIAL
GRUBBING
(TYP)
STONE FILL
A
AA
MATERIAL
STREAM BED
MATERIAL INFORMATION
THICKNESS TYPE
WEARING COURSE
BINDER COURSE
BASE COURSE #2
BASE COURSE #1
SUBBASE
ROAD TYPICAL INFORMATION
24"
12"
BITUMINOUS CONCRETE PAVEMENT TYPE IV
SUBBASE OF DENSE GRADED CRUSHED STONE
BITUMINOUS CONCRETE PAVEMENT TYPE IV
BITUMINOUS CONCRETE PAVEMENT TYPE II
"�1
"�1
SAND SAND BORROW
STREAM BED MATERIAL
TOPSOIL 4" TOPSOIL
2�"
STONE FILL
BITUMINOUS CONCRETE PAVEMENT TYPE II
2�"
3 13
LONDONDERRY
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
K.HIGGINS
3’-0"
(TYP)
FILL DEPTH
2 x STONE
(TYP)
DEPTH
STONE FILL
s13b262typ.dgn
J.SALVATORI
J.SALVATORI
TYPICAL SECTIONS
BF 016-1(33)
TRAVEL LANESHOULDER
CL
MAINLINE
(TYP)(TYP) (TYP)
PAVEMENT
NOT TO SCALE
BUFFERSUBBASE
CLEAR ZONE
SAND
WITH GUARDRAILWITHOUT GUARDRAIL
IN PLACE
AGGREGATE SHOULDERS
ROADWAY TYPICAL SECTION
5’-0"
6’-0"SPAN
RISE
*
CHANNEL TYPICAL SECTION
MATERIAL SHALL BEGIN AT THE BOTTOM OF SUBBASE.
WHENEVER CHANNEL SLOPE INTERSECTS ROADWAY SUBBASE, GRUBBING
LENGTHBAFFLE
NOT TO SCALE
(SEE RAIL LAYOUT SHEET)
GUARDRAIL
WIDTH SLOPE SLOPEWIDTH
RIGHTLEFT
SHOULDER
BUFFER
VARIES
VARIES
1:2.0
TRAVEL LANE
CLEAR ZONE (CUT) 12’-0"
FILL SLOPE
CLEAR ZONE (FILL)
CLEAR ZONE (GUARDRAIL)
20’-0"
4’-0"
STONE FILL, TYPE III
3’-7" -0.060
11’-0"
5’-0"
3’-7"
VARIES
VARIES
-0.060
1:2.0
70’-0"
12’-0"
4’-0"
11’-0"
5’-0"
20’-0"
SAND BORROWS
SUBBASE
- AGGREGATE SURFACE COURSE
- PAVEMENT (TOTAL THICKNESS)
SURFACE
+/- 1"
+/- 1"
+/- �"
+/- �"
MATERIAL TOLERANCES(IF USED ON PROJECT)
CL
CULVERT
(TYP)
(T
YP)
PAVEMENT
SUBBASE
BOX CULVERT
PRECAST CONCRETE
STRUCTURE EXCAVATION
LIMITS OF
REMOVED UNDER ITEM 529.15
EXISTING STRUCTURE TO BE
1’-0"
1’-6"
(TYP)
FILL SLOPE
GRADE
FINISHED
SAND
SPAN
RI
SE
MATERIAL
STREAM BED
SLOPE
CLEAR ZONE
STREAM BED MATERIAL)(TYPE II)
SPECIAL PROVISION (STONE FILL,
CULVERT TYPICAL SECTION
STRUCTURES (TYP)
BACKFILL FOR
LIMITS OF GRANULAR
NOT TO SCALE
(SEE DETAIL)
SAFETY EDGE
TOPSOIL
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
------ ------
4 13
K.HIGGINS M.LONGSTREET
SYMBOLOGY LEGEND
s13b262leg.dgn
LONDONDERRY
BF 016-1(33)
DITCH
FOUNDATION
GARDEN
HEDGE
E
L
T
R
D
BK
AH
STA
POE
POB
PRC
PCC
PT
CC
PI
PC
CURVE EXTERNAL DISTANCE
CURVE LENGTH OF
CURVE TANGENT LENGTH
CURVE RADUIS OF
CURVE DEGREE OF (100FT)
BACK STATION SUFFIX
AHEAD STATION SUFFIX
STATION PREFIX
POINT OF ENDING
POINT OF BEGINNING
POINT OF REVERSE CURVE
POINT OF COMPOUND CURVE
POINT OF TANGENCY
CENTER OF CURVE
POINT OF INTERSECTION
POINT OF CURVATURE
WITH PROPOSED ANNOTATION.
FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION
FOR EXISTING FEATURES, ALSO USED FOR PROPOSED
THESE ARE COMMON VAOT SURVEY POINT SYMBOLS
BODY OF WATER EDGE
WOOD LINE
STONE WALL
ROAD EDGE PAVEMENT
ROAD EDGE GRAVEL
DRIVEWAY EDGE
RAILROAD TRACKS
LEDGE EXPOSED
BRUSH LINE
WALL
SLOPE RIGHTS
SURVEY LINE
6F PROPERTY BOUNDARY
4F PROPERTY BOUNDARY
PROPERTY LINE (P/L)
TOWN BOUNDARY LINE
COUNTY BOUNDARY LINE
STATE BOUNDARY LINE
FENCE STEEL POST
FENCE (EXISTING)
FENCE WOOD POST
CULVERT (EXISTING)
ELECTRIC+CABLE
CABLE (TV)
ELECTRIC+TELEPHONE
UTILITY POLE GUY WIRE
ELECTRIC+TELEPHONE
PLAN LAYOUT MATCHLINE
CLEAR ZONE
TELEPHONE
ELECTRIC
CABLE+TELEPHONE
ELECTRIC+CABLE+TELEP.
ELECTRIC+TELEPHONE
ELECTRIC+CABLE
CABLE+TELEPHONE
SANITARY SEWER (SEPTIC)
ELECTRIC+CABLE+TELEP.
WATER LINE
GAS LINE
TELEPHONE
CABLE (TV)
ELECTRIC
CULVERT PROPOSED
BOTTOM OF DITCH L
STRUCTURE SUBSURFACE
.
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
IPNS
BOUND SET
IRON PIN 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
(T)
(P)
UE
SR
R&REP
R&RES
LAND
I&M
HWY
EC
DRIVE
DR
DIT
D&C
CUL
CONST
CH
TEMPORARY EASEMENT
PERMANENT EASEMENT
UTILITY EASEMENT
SLOPE RIGHT
REMOVE & REPLACE
REMOVE & RESET
LANDSCAPE EASEMENT
INSTALL & MAINTAIN EASEMENT
HIGHWAY EASEMENT
EROSION CONTROL
DRIVEWAY EASEMENT
DRAINAGE EASEMENT
DITCH EASEMENT
DISCONNECT & CONNECT
CULVERT EASEMENT
CONSTRUCTION EASEMENT
CHANNEL EASEMENT
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 VALUE
GUY WIRE
GUY POLE
GAS SHUT OFF
GUIDE POST
GAS FILLER
FLAGPOLE
ELECTRIC POWER POLE
DROP INLET THROATED DNC
COMBINATION POLE
CATCH BASIN
BOUND
BENCHMARK
BOUND APPARENT LOCATION
SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY
ORDINARY HIGH WATER (OHW)
WETLAND BUFFER ZONE
FL
OW
UN
NA
ME
D
BR
OO
K
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF5 13
LONDONDERRY
SCALE 1" = 20’-0"
20 0 20K.HIGGINS
s13b262bdr.dgn
J.SALVATORI
J. SALVATORI
LAYOUT SHEET
TO WI
NDHAMVT
ROUTE 11
VT
ST
AT
E
PL
AN
E
GRI
D
N
BF 016-1(33)EXISTING CONDITIONS
19 SQ FEET WATERWAY OPENING
15’ AVERAGE COVER
BUILT 1948, CATTLE PASS
72" ACCGMP, 66’ LONG
EXISTING CULVERT DATA
TO LANDGROVE
VT ROUTE 11
2
HVCTRL
100
HVCTRL
ELEV. =1337.67
SPIKE IN POLE
RAIL ROAD
BENCHMARK
FL
OW
18"
RC
P
FLOW18"
CGMP
FL
OW
72"
CG
MP
DI
STONE
RETAINING
WALL
STONE
RETAINI
NG
WALL
PAVEDDRIVE
GR
AVEL
DRI
VE
GR
AV
EL
DRI
VE
160
319
COMB
56-1
159
5-3
COMB
56X
52
COMB
56
52
COMB
GUY GUY
GUY
GUY
GUY
LIGHT
LIGHTLIGHT
LIGHT
PROPANE TANK
BURIED
WELL
ARTESIAN
VT 11
BRIDGE 24
VD-701
VT 11
BRIDGE 24
VD-701
COMMERCIAL
SIGN
S4-3P
S1-1
SIGN
MEASUREMENTS
FROM
COMB
11+5011+5012+00
13+00 14+00
15+00
16+00
17+0
0
17+5
0
50+00
51
+00
52+00
1320
1330 1330
1330
1330
.
1340
1340
1340
1340
1340
1340
1340
1340
1340
.
.
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF6 13
LONDONDERRY
SCALE 1" = 20’-0"
20 0 20K.HIGGINS
s13b262bdr.dgn
J.SALVATORI
J. SALVATORI
LAYOUT SHEET
LAYOUT SHEET
FL
OW
UN
NA
ME
D
BR
OO
K
TO WI
NDHAMVT
ROUTE 11
TO LANDGROVE
VT ROUTE 11
VT
ST
AT
E
PL
AN
E
GRI
D
N
BF 016-1(33)
HVCTRL
2
HVCTRL
100
BENCHMARK
RAIL ROAD
SPIKE IN POLE
ELEV. =1337.67
18"
RC
P
FL
OW
18" CGMP
FLOW
72"
CG
MP
FL
OW
DI
STONE
RETAINING
WALL
STONE
RETAINI
NG
WALL
PAVEDDRIVE
GR
AVEL
DRI
VE
GR
AV
EL
DRI
VE
COMB
319
160
COMB
5-3
159
56-1
COMB
52
56X
COMB
52
56
GUY GUY
GUY
GUY
GUY
LIGHT
LIGHTLIGHT
LIGHT
BURIED
PROPANE TANK
ARTESIAN
WELL
VD-701
BRIDGE 24
VT 11
VD-701
BRIDGE 24
VT 11
SIGN
COMMERCIAL
SIGN
S1-1
S4-3P
COMB
FROM
MEASUREMENTS
STA 13+50.00
BEGIN APPROACH
STA 14+00.00
BEGIN PROJECT
STA 14+54.00
BEGIN BRIDGE
STA 14+62.00
END BRIDGE STA 15+50.00
END PROJECT
STA 16+00.00
END APPROACH
11+5011+5012+00
13+00 14+00
15+00
16+00
17+0
0
17+5
0
50+00
51
+00
52+00
STA 50+65.00
CHANNEL PI#1
STA 50+00.00
CHANNEL POB
STA 51+40.00
CHANNEL PI#2
STA 11+50.00
MAINLINE POB
STA 12+62.07
MAINLINE PC#1
STA 52+00.00
CHANNEL POE
STA 17+31.74
MAINLINE PT#1
STA 17+50.00
MAINLINE POE
E = 24.40’
L = 469.67’
T = 238.15’
R = 1150.00’
MAINLINE CURVE (1)
STA 14+93.59 AHD
STA 15+00.22 BK =
MAINLINE PI#1
.
.
.
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF7 13
LONDONDERRY
BF 016-1(33)
s13b262pro.dgn
K.HIGGINS
J.SALVATORI
J.SALVATORI
MAINLINE PROFILE
GRADES ALONG THE PROPOSED ALIGNMENT.
THE GRADES SHOWN TO THE NEAREST HUNDREDTH ARE THE FINISH
GROUND ELEVATIONS ALONG THE PROPOSED ALIGNMENT.
THE GRADES SHOWN TO THE NEAREST TENTH ARE THE ORIGINAL
MAINLINE PROFILE
BANKING DIAGRAM
1300
1310
1320
1330
1340
13501350
1300
1310
1320
1330
1340
13501350
12
+50
12
+75
13
+00
13
+25
13
+50
13
+75
14
+00
14
+25
14
+50
14
+75
15
+00
15
+25
15
+50
15
+75
16
+00
16
+25
16
+50
16
+75
17
+00
1337.30
1337.11
1337.01
1337.01
1337.11
1337.31
1337.60
1338.00
1338.50
1339.6
1339.0
1338.5
1338.0
1337.6
1337.4
1337.1
1337.0
1336.9
1337.0
1337.2
1337.5
1337.9
1338.4
1339.1
1339.7
1340.5
1341.3
1342.3
PVI 13+00.00
ELEV 1338.46
PV
C 13
+20.01
EL
EV 1338.09
PVI 14+65.86
ELEV 1335.37
PV
T 16
+11.72
EL
EV 1339.41
PVI 16+50.00
ELEV 1340.47
-1.8620% 2.7682%
L =291.71 FT
HSD =304 FT
K =63
12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75
0.000
0.020
0.040
0.060
-0.020
-0.040
-0.060
-0.080
-0.100
0.000
0.020
0.040
0.060
-0.020
-0.040
-0.060
-0.080
-0.100
MA
TC
H
EXI
STI
NG
MA
TC
H
EXI
STI
NG
STA 13+50.00
BEGIN APPROACH
STA 14+00.00
BEGIN PROJECT
STA 15+50.00
END PROJECT
STA 16+00.00
END APPROACH
-0.053 LT
-0.080 LT
-0.085 LT
-0.080 LT
0.050 RT 0.050 RT0.046 RT
0.051 RT
STA 13+50.00
BEGIN APPROACH
STA 14+00.00
BEGIN PROJECT
STA 15+50.00
END PROJECT
STA 16+00.00
END APPROACH
VER. SCALE 1" = 10’-0"
HOR. SCALE 1" = 20’-0"
NO VER. SCALE
HOR. SCALE 1" = 20’-0"
SCALE 1" = 20’-0"
20 0 20
FL
OW
UN
NA
ME
D
BR
OO
K
TO WI
NDHAMVT
ROUTE 11
VT
ST
AT
E
PL
AN
E
GRI
D
N
TO LANDGROVE
VT ROUTE 11
ROCK QUALITY DESIGNATION
SHEAR STRENGTH
N TERM
DESCRIPTIVE
(GRANULAR SOILS)
DENSITY
(COHESIVE SOILS)
CONSISTENCY
N TERM
DESCRIPTIVE
A7
A6
A5
A4
A2
A3
A1
AASHTO
Very Loose
Loose
Med. Dense
Dense
Very Dense
Very Soft
Soft
Med. Stiff
Stiff
Very Stiff
Hard
Very Hard
COLOR
Orange
Light
Green
Gray
Dark
Brown
Blue
Black
Multicolored
Yellow
White
Tan
Red
Purple
Pink
SOIL CLASSIFICATION
DEFINITIONS
COBBLE
BOULDER
GRAVEL
BEDROCK (LEDGE)
SILT
CLAY
SAND
VARVED
HARDPAN
MUCK
MOISTURE CONTENT
FLOWING SAND
STRIKE
DIP
TO DENSITY/CONSISTENCYCORRELATION GUIDE OF "N"
mltc
yel
wh
tn
rd
pu
pnk
12 inches.
- Rock in its native
- A rock fragment with an
- Rock fragments with an
average dimension > 12 inches.
average dimension between 3 and
- Rounded particles of rock
able strength when air-dried.
no strength when air-dried.
or slightly plastic and exhibits
- Fine grained soil, exhibits
plasticity when moist and consider-
- Alternate layers of silt
- Granular soil so
and clay.
- Extremely dense soil,
cemented layer, not softened
when wet.
- Weight of water
- Inclination of bed with a
into drill casing during extraction
- Angle from magnetic north
of wash rod.
to line of intersection of bed
with a horizontal plane.
saturated (loose) that it flows
Clayey Soil - Highly Compressible
Clayey Soil - Low Compressibility
Silty Soil - Highly Compressible
Silty Soil - Low Compressibility
Silty or Clayey Gravel and Sand
Fine Sand
Gravel and Sand
>50
25-50
11-24
5-10
<5
>60
31-60
16-30
9-15
5-8
2-4
<2
<250
250-500
>4000
500-1000
1000-2000
2000-4000
IN P.S.F.
ROCK
DESCRIPTION
CONSISTENCY
UNDRAINED
SHEAR STRENGTH
Very Poor
Poor
Fair
Good
Excellent
Soft
Very Soft
Med. Stiff
Stiff
Hard
Very Stiff
- Particles of rock < 0.0787"
< 3" and > 0.0787" (#10 sieve).
(#10 sieve) and > 0.0029" (#200 sieve).
- Soil < 0.0029" (#200 sieve), non
(AASHTO)
horizontal plane.
divided by dry weight of soil.
COMMONLY USED SYMBOLS
- Soft organic soil (containing
> 10% organic material.
Water Elevation
Standard Penetration Boring
Auger Boring
Rod Sounding
Sample
Standard Penetration Test
Blow Count Per Foot For:
2" O. D. Sampler
1 �" I. D. Sampler
Hammer Weight Of 140 Lbs.
Hammer Fall Of 30"
Field Vane Shear Test
S
N
Can Not Penetrate Further
No Ledge To Depth
Ledge
No Recovery
Percent Recovery
Recovery
Rock Quality Designation
California Bearing Ratio
NP
PI
PL
LL
M
NX
BX
AX
HSA
WA
MD
DC
B
Wash Ahead
Mud Drill
Diamond Core
Blast
Core Size 1 �"
Hollow Stem Auger
Core Size 2 �"
Core Size 1 �"
Plastic Limit
Liquid Limit
Non Plastic
Plasticity Index
Sat
W
MTW
M
D
Saturated
Wet
Moist To Wet
Moist
Dry
Double Tube Core Barrel Used
US
VS
Undisturbed Soil Sample
Bo
Gr
Sa
Si
Cl
HP
Le
NLTD
CNPF
TLOB
Boulder
Gravel
Sand
Silt
Clay
Hardpan
NR
Rec.
%Rec.
RQD
CBR
< Less Than
> Greater Than
location of indefinite thickness.
R.Q.D. (%)
>90
76 to 90
51 to 75
25 to 50
<25
R Refusal (N 100)>
or
lt
gn
gry
dk
brn
bl
blk
1.
2.
3.
Moisture Content (Dry Wgt. Basis)
VTSPG NAD83 - See Note 7
Top of Ledge Or Boulder
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
GENERAL NOTES
and other factors.
ing rainfall, methods of exploration
may vary according to the prevail-
ed at the time of exploration and
conditions indicated are as record-
Observed water levels and/or
boring or sample locations.
encountered between individual
surface conditions that may be
reflect actual variations in sub-
the Agency and may not necessarily
available subsurface information by
engineering interpretation from
ties and descriptions are based on
Soil and rock classifications, proper-
and __________ by the Agency.
herein were made between ________
The subsurface explorations shown
or judgment by the Contractor.
interpretation, independent analysis
personal investigation, independent
is not intended as a substitute for
tion is presented in good faith and
the Agency. The subsurface informa-
access to the same data available to
intended to provide the Contractor
the information in the Contract is
estimating purposes. Presentation of
interpreted for Agency design and
surface data was performed and
Analysis and interpretation of sub-
face information presented herein.
exercised in preparing the subsur-
Engineering judgment was4.
5.
6.
7.
meters and survey feet.
Grid North American Datum 1983 in
are shown in Vermont State Plane
Northing and Easting coordinates
Subsurface Investigations, 1988.
defined in the AASHTO Manual on
discontinuities in the bedrock is
fractures, joints and other
weathering, and spacing of
describe the hardness, degree of
Terminology used on boring logs to
portray final contract details.
only and may not accurately
profile are for illustrative purposes
the boring plan layout or soils
Pictorial structure details shown on
------
8 13BORING INFORMATION SHEET
LONDONDERRY
BF 016-1(33)
s13b262bor.dgn
K. HIGGINS
J. SALVATORI
J. SALVATORI
BORING LAYOUT
Off L 30.00 FT
STA 14+50.00
E 1548568.90 FT
N 268146.87 FT
B-101
Off R 15.00 FT
STA 14+65.00
E 1548570.33 FT
N 268099.49 FT
B-102
13+00 14+00
15+00
16+00
17+0
0
P
L
P
L
.
.
.
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
13+75
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1300
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1330
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1300
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1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
14+25
1300
1310
1320
1330
1340
1350
STA.13+50 TO STA.14+25
MATCH EXISTING
F.G. = 1337.30
F.G. = 1337.11
F.G. = 1337.01
-0.0530.046
-0.0530.048
-0.0530.050
-0.0660.050
BEGIN APPROACH
13+50
BEGIN PROJECT
14+00
(TYP)
1:1.5
(TYP)
0.060
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
------
9 13
LONDONDERRY
BF 016-1(33)
s13b262xs.dgn
K.HIGGINS
J.SALVATORI
J.SALVATORI
MAINLINE SECTIONS
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
14+50
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
14+75
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
15+00
1300
1310
1320
1330
1340
1350
STA.14+50 TO STA.15+00
F.G. = 1337.01 F.G. = 1337.11
F.G. = 1337.31
-0.0800.050
-0.0800.050
-0.0800.050
14+58
(TYP)
1:1.5
(TYP)
0.060
(TYP)
1:2.0
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
------
10 13
LONDONDERRY
BF 016-1(33)
s13b262xs.dgn
K.HIGGINS
J.SALVATORI
J.SALVATORI
MAINLINE SECTIONS
F.G. = 1337.60
F.G. = 1338.00
F.G. = 1338.50
MATCH EXISTING
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
15+25
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
15+75
1300
1310
1320
1330
1340
1350
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
1300
1310
1320
1330
1340
1350
STA.15+25 TO STA.16+00
-0.0800.050
-0.0800.050
-0.0820.051
-0.0850.051
END PROJECT
15+50
END APPROACH
16+00
1:2.0
(TYP)
1:3.0
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
------
11 13
LONDONDERRY
BF 016-1(33)
s13b262xs.dgn
K.HIGGINS
J.SALVATORI
J.SALVATORI
MAINLINE SECTIONS
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+50
1300
1310
1320
1330
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1350
1300
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1320
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1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+60
1300
1310
1320
1330
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1300
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0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
50+70
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1310
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1330
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1300
1310
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0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+00
1300
1310
1320
1330
1340
1350
STA.50+50 TO STA.51+00
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
------
12 13
LONDONDERRY
BF 016-1(33)
s13b262xs.dgn
K.HIGGINS
J.SALVATORI
J.SALVATORI
CHANNEL SECTIONS
1300
1310
1320
1330
1340
1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+50
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1310
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0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+60
1300
1310
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1330
1340
1350
1300
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0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+30
1300
1310
1320
1330
1340
1350
1300
1310
1320
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1350
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
51+40
1300
1310
1320
1330
1340
1350
STA.51+30 TO STA.51+60
30-SEP-2015
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
------
13 13
LONDONDERRY
BF 016-1(33)
s13b262xs.dgn
K.HIGGINS
J.SALVATORI
J.SALVATORI
CHANNEL SECTIONS
