w
DRIVEWAYS
BUILDINGS
FOUNDATION
STEPS AND WALK
INTERMITTENT WATER COURSE
SHORE LINE
BRUSH OR WOODS LINE
TREES (PLANS)
HEDGE
WELL
SEPTIC TANK
LEACH FIELD
GAS PUMP
FUEL TANK (ABOVE GROUND)
GRAVE
ROCK OUTCROP
ORIGINAL GROUND
(TYPICALS & SECTIONS ONLY)
(TYPICALS)
ROCK LINE
STONE WALL
RETAINING WALL (LABEL TYPE)
SIGNS
MAILBOX
(label type)
(label type)
river/stream
(deciduous)(coniferous) (stump)
(double post)
(single post)
(label type)
SATELLITE DISH ANTENNA
DELINEATED WETLAND
BORING LOCATION
TEST PIT
CONSTRUCTION BASELINE
PC, PT, POT (ON CONST BASELINE)
PI (IN CONSTRUCTION BASELINES)
INTERSECTION OR EQUATION OF
TWO LINES
ORIGINAL GROUND LINE
(PROFILES AND CROSS-SECTIONS)
PROFILE GRADE LINE
(PROFILES AND CROSS-SECTIONS)
SLOPE LINE (FILL)
SLOPE LINE (CUT)
ORIGINAL GROUND ELEVATION (LEFT)
FINISHED GRADE ELEVATION (RIGHT)
INTERSTATE NUMBERED HIGHWAY
UNITED STATES NUMBERED HIGHWAY
STATE NUMBERED HIGHWAY
PROFILES AND CROSS SECTIONS:
(label surface type)
pond
(label size & type)
FLAG POLE
ENGINEERING
SLOPE LINE
79.
14
72.
5
CLEARING LINE
EDGE OF PAVEMENT
TRAVELED WAY
ROADWAY
PROPOSED
roadway
existing
outside slope lines)
(pavement removed
be removed)
(building to
of building)
(label house or type
water body)
(label name of
fp
field
leach
retained ground)
(points toward
s
gp
ft
gr
mb
da
vpVENT PIPE
PHONE
TIDAL BUFFER ZONE
ORDINARY HIGH WATER
SPECIAL AQUATIC SITE
TOP OF BANK
TOP OF BANK & ORDINARY HIGH WATER
VERNAL POOL
INVASIVE SPECIES
SLOPE LINE
CLEARING LINE
30 31 32
GENERAL
ph
STORAGE TANK FILLER CAP
2
PUB2E
cgr
JERSEY BARRIER
fc
B
WATER FRONT BUFFER
NATURAL WOODLAND BUFFER
POTENTIAL WET AREA SYMBOL
MONITORING WELL
II
I.S.
I
I.S.INVASIVE SPECIES LABEL
TP
PRIME WETLAND
WETLAND DESIGNATION AND TYPE
293
3
102
BRIDGE CROSSINGS
STREAM OVERPASS
TREE OR STUMP (CROSS-SECTIONS)
(show station, circumference in feet & type)
existing PROPOSED
500 YEAR FLOODPLAIN BOUNDARY
100 YEAR FLOODPLAIN BOUNDARY
FLOODPLAIN / FLOODWAY
FLOODWAY
GROUND LIGHT/LAMP POST gl lp
FENCE (LABEL TYPE)
CURB (LABEL TYPE)
w
mon
SHEET 1 OF 2
NON-JURISDICTIONAL DRAINAGE AREA
COWARDIN DISTINCTION LINE
PRIME WETLAND 100' BUFFER
WIDTH AT BANK FULL
MEAN HIGH WATER
MEAN LOW WATER
DEVELOPED TIDAL BUFFER ZONE
REFERENCE LINE
SHORELAND - WETLAND
GUARDRAIL (label type)bgr
NORMAL HIGH WATER
HIGHEST OBSERVABLE TIDE LINE
PROTECTED SHORELAND
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
27287
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
STANDARD SYMBOLS
2 17
REVISION DATE
11-21-2014
TELEPHONE POLE
POWER POLE
JOINT OCCUPANCY
MISCELLANEOUS/UNKNOWN POLE
POLE STATUS:
AS APPLICABLE e.g.:
LIGHT POLE
LIGHT ON POWER POLE
LIGHT ON JOINT POLE
(plot point at face
not center of symbol)
RIGHT-OF-WAY LINE
PROPERTY LINE
TOWN LINE
COUNTY LINE
STATE LINE
BOUND
DRILL HOLE IN ROCK
NATIONAL FOREST
(label type)
BOW
CONCORD
COOS
GRAFTON
MAINE
IRON PIPE OR PIN
NHDOT PROJECT MARKER
PEDESTAL WITH PEDESTRIAN SIGNAL
HEADS AND PUSH BUTTON UNIT
CONTROLLER CABINET
METER PEDESTAL
PULL BOX
LOOP DETECTOR (QUADRUPOLE)
LOOP DETECTOR (RECTANGULAR)
(label size)
(label size)
PROPERTY PARCEL NUMBER
HISTORIC PROPERTY
WATER SHUT OFF
GAS SHUT OFF
RAILROAD
RAILROAD SIGN
RAILROAD SIGNAL
(label ownership)
HYDRANT
UTILITY JUNCTION BOX
MAST ARM (existing)
OPTICOM RECEIVER
OPTICOM STROBE
MANHOLE
CATCH BASIN
DROP INLET
DRAINAGE PIPE (existing)
EROSION CONTROL/ STONE
SLOPE PROTECTION
(existing)
DRAINAGE
BOUNDARIES / RIGHT-OF-WAY
UTILITIES
di
cb (PROPOSED)
RCP
g os
H Y D
12
DRAINAGE PIPE (PROPOSED)
HEADER (existing & PROPOSED)
REMOVE, LEAVE, PROPOSED, OR TEMPORARYEND SECTION (existing & PROPOSED)
OPEN DITCH (PROPOSED)
SEWER
TELEPHONE
ELECTRICAL
GAS
30' MA
NEW HAMPSHIRE
S/L T/L
bnd
TOWN LINE MONUMENT
STATE LINE/
of flow
direction
show& type)
(label size
& type)
(label size
W/ FLUSHING BASIN
UNDERDRAIN (PROPOSED)
STAN'S
SIGN
MANHOLES
TRAFFIC SIGNAL
RR RIGHT-OF-WAY LINE
PROPERTY LINE (COMMON OWNER)
TAX MAP AND LOT NUMBER
protection)
(with stone outlet
6.80 Ac.±
1642/341
14
156
note if abandoned)
label size, type and
(on existing lines
UNDERGROUND UTILITIES
W/ FLUSHING BASINUNDERDRAIN (existing)
L P+04
25.0'
R T+04
25.0'
jb
M H T
M H E
M H S
M H G
SOG
W
SO
m h
e
m h
g
hy d
m ht
m h
s
wso
cc
pb
mp
PB
MP
(NOTE ANGLE FROM Å)
FENCING NOTE
CLEARING AND GRUBBING AREA
DRAINAGE NOTE
GUARDRAIL NOTE
G-1
B-1
LIGHTING NOTE
EROSION CONTROL NOTE
A
1
A
A
1
A
CONSTRUCTION NOTES
(PROPOSED)
GUY POLE OR PUSH BRACE
BENCH MARK / SURVEY DISK
METAL or PLASTIC
CURB MARK NUMBER - GRANITE
CURB MARK NUMBER - BITUMINOUS
fb
TELEPHONE
ELECTRIC
GAS
LIGHTING
FIBER OPTIC
INTELLIGENT TRANSPORTATION SYSTEM
WATER
SEWER
JB
CC
SIGNAL CONDUIT
PROPOSEDexistingPROPOSEDexisting
dh
ip
1TRAFFIC SIGNAL NOTE
SHEET 2 OF 2
m h
uUNKNOWN
m hd
TRAFFIC SIGNALS / ITS
ITS NOTE 1
FIBER OPTIC DELINEATOR
s vf
ITSitsVS F
FODfod
VARIABLE SPEED LIMIT SIGN
DYNAMIC MESSAGE SIGN
FIBER OPTIC SPLICE VAULT
ROAD AND WEATHER INFO SYSTEM
CAMERA POLE (CCTV)
ITS EQUIPMENT CABINET
CONSERVATION LAND
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
27287
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
STANDARD SYMBOLS
3 17
OVERHEAD WIRE
(label type)
REVISION DATE
9-1-2016
SUMMARY OF BRIDGE QUANTITIES
ITEM NO. ITEM DESCRIPTION QUANTITY UNIT
SY
CY
CY
BL
OW
ME
DO
WN
BR
OO
K
NH
RO
UT
E 120 over
BR
NO 172/148
CO
RNI
SH
AS
HU
EL
OT
RI
VE
R
NH
RO
UT
E 63 over
BR
NO 132/113
HI
NS
DA
LE
MA
SC
OM
A
RI
VE
R
&
TR
UC
K
RD
I-89
NB o
VE
R
BR
NO 097/112
LE
BA
NO
N
MA
SC
OM
A
RI
VE
R
&
TR
UC
K
RD
I-89
SB o
VE
R
BR
NO 098/111
LE
BA
NO
N
MA
SC
OM
A
RI
VE
R
&
TR
UC
K
RD
I-89
SB
ON
RA
MP o
VE
R
BR
NO 099/111
LE
BA
NO
N
CO
NT
OO
CO
OK
RI
VE
R
US 202
&
NH 123 over
BR
NO 108/116
PE
TE
RB
OR
OU
GH
BL
OO
DS
BR
OO
K
NH
RO
UT
E 120 over
BR
NO 162/100
PL
AI
NFI
EL
D
MI
LL
BR
OO
K
NH
RO
UT
E 63 over
BR
NO 109/124
WE
ST
MO
RE
LA
ND
* NOT A BID ITEM
207.3 UNCLASSIFIED CHANNEL EXCAVATION
503.101 WATER DIVERSION STRUCTURE
593.411 GEOTEXTILE; PERM CONTROL CL 1, NON-WOVEN
FLAGGERS
619.1 MAINTENANCE OF TRAFFIC
*
PORTABLE CHANGEABLE MESSAGE SIGN
MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL
CY
CY
*
CY
CY
CY
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
618.7
692.
699.
MOBILIZATION
201.21 REMOVING SMALL TREES EA
201.22 REMOVING LARGE TREES EA
203.601 EMBANKMENT-IN-PLACE
U
ACCESS FOR BRIDGE CONSTRUCTION
583.5 RIPRAP, CLASS V
1
*
1
* * * * *
10
-
-
-
10
-
5
39
-
10
5
-
U1
35
5
1
201.881 - 40 - 36
201.882 4 - - - - 5
697.11 -
697.31
500.0201
ACCESS FOR BRIDGE CONSTRUCTION - 1 - - - - 1 500.0202
ACCESS FOR BRIDGE CONSTRUCTION - - 1 - - - 1 500.0203
ACCESS FOR BRIDGE CONSTRUCTION - - - 1 - - 1 500.0204
ACCESS FOR BRIDGE CONSTRUCTION - - - - 1 - 1 500.0205
ACCESS FOR BRIDGE CONSTRUCTION - - - - - 1 1 500.0206
INVASIVE SPECIES CONTROL TYPE I
9
SY
SY
INVASIVE SPECIES CONTROL AND MANAGEMENT PLAN
PROJECT OPERATIONS PLAN
1
1
U
U
-
-6 - -- 6
-- - --
- -
85 -
$
U
U
U
U
U
U
203.11
606.417
645.512
670.104
1010.15
606.9513
645.531
304.7
583.3
6 13 9 9 2
- - - 36 - - -
- - - - -
- - - -
- - 1 1 - -
- - 1 1 - - 2
RIPRAP, CLASS III
FUEL ADJUSTMENT * * * * * * $
INVASIVE SPECIES CONTROL TYPE II
COMMON EXCAVATION - LRS
STREAM LINING GRAVEL
LF
TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL
U
U
U
COMPOST SOCK FOR PERIMETER BERM
SILT FENCE
TEMPORARY LIGHTING PORTABLE U
LF
LF
619.25 - - 1 - - - 1
-
400 800 600 2500
2
1
585.2 - -- -STONE FILL, CLASS B
- - - LF 645.0001 TURBIDITY BARRIER
118
160
260
280
280
120
424
425
630
-
500
520
375
1375
2200
2960
580
1080
160 130
430
430
100
100
390
390
428
250
240 160
400
650
571
2384
160
2960
400
4900
290
2280
2800
158 197
8 HR16 32 12 8 24
1 U 645.7
645.71
STORM WATER POLLUTION PREVENTION PLAN
MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS
200 300
100
- 618.61 UNIFORMED OFFICER WITH VEHICLE - - * - - - *
0.05 0.15 0.50 0.12 0.05 0.13
0.20 0.20 0.20 0.20 0.20
0.17 0.17 0.17 0.17 0.16 0.16
250 350 350 950
HR
$
SUBDIRECTORY
CONTRACT #1\ Contract 1 Quantity box
.DGN LOCATOR
STATEWIDE
STATEWIDE
QUANTITY BOX AND NOTES
VARIOUS 27287
--- ---
------
JAT 9/17
9/17SMG
------------
9/17JAT
SMG 9/17
9/17JAT
AS NOTED 4 17
ACCESS FOR BRIDGE CONSTRUCTION
A TIME.
ARMORING. TEMPORARY FILLS SHALL BE RESTRICTED TO ONE SIDE OF THE PIER AT
3. SEE THE SITE PLAN FOR APPROXIMATE LIMITS OF TEMPORARY FILLS FOR PIER
GENERAL CONSTRUCTION NOTES
BRIDGES ARE FOUND IN THE GENERAL CONSTRUCTION NOTES, NOTE 1 THIS SHEET.
WILL BE FORWARDED TO THE CONTRACTOR UPON REQUEST. THE FILE NUMBERS FOR THESE
PERIOD. AFTER THE CONTRACT IS AWARDED, A COMPLETE SET OF THE EXISTING PLANS
MAY BE VIEWED AT THE NHDOT, BUREAU OF BRIDGE DESIGN OFFICE DURING THE BIDDING
THE ATTENTION OF THE ENGINEER PRIOR TO ADVANCING THE WORK. THE EXISTING PLANS
IN DIMENSIONS, CHARACTER, OR EXTENT OF THE EXISTING FEATURES SHALL BE BROUGHT TO
ANY ADJUSTMENTS REQUIRED TO PROPERLY REHABILITATE THE BRIDGE. ANY DISCREPANCIES
ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURES AND BE PREPARED TO MAKE
REPRESENT "AS BUILT" DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS WERE TAKEN FROM ORIGINAL BRIDGE PLANS AND DO NOT NECESSARILY
2. THE CONTRACTOR SHOULD BE AWARE THAT EXISTING STRUCTURE DIMENSIONS AND ELEVATIONS
CONTRACTOR. SEE SPECIAL PROVISIONS FOR ADDITIONAL DETAILS.
CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ANY TEMPORARY ACCESS BY THE
1. ITEM 500.020X, ACCESS FOR BRIDGE CONSTRUCTION, SHALL CONSIST OF THE DESIGN,
OF NATIVE SOILS AND VEGETATION. ALL COSTS SUBSIDIARY TO ITEM 500.020X.
FABRIC SHALL BE PLACED UNDER ALL TEMPORARY FILLS TO MINIMIZE DISRUPTION
WETLAND PERMIT AND WITHIN EASEMENTS SHOWN ON THE SITE PLANS. A GEOTEXTILE
2. TEMPORARY FILLS SHALL REMAIN WITHIN WETLAND IMPACT AREAS SHOWN IN THE
UNDERGROUND LOCATIONS NEAR THE BRIDGES FOR POSSIBLE UTILITIES.
3. THE CONTRACTOR SHALL CONTACT DIG SAFE TO SURVEY AND TAG ALL
WESTMORELAND BR NO 109-124 FILE NO L-2
PLAINFIELD BR NO 162-100 FILE NO Q-19
PETERBOROUGH BR NO 108-116 FILE NO 2-7-2-4
LEBANON BR NO 099-111 FILE NO 19-1-4
LEBANON BR NO 098-111 FILE NO 19-1-3
LEBANON BR NO 097-112 FILE NO 19-1-2
HINSDALE BR NO 132-113 FILE NO 2-5-2-2, 5-13-3-3
CORNISH BR NO 172-148 FILE NO N-13
UPON REQUEST. FILE NUMBERS FOR EACH BRIDGE ARE LISTED AS FOLLOWS:
AWARDED, A COMPLETE SET OF EXISTING PLANS WILL BE FORWARDED TO THE CONTRACTOR
TO BID WEBPAGE, DURING THE BIDDING PERIOD. AFTER THE CONTRACT HAS BEEN
1. EXISTINGS PLANS ARE AVAILABLE, ON-LINE IN THE BID PACKAGE ON THE INVITATION
0.07 0.07 0.65 0.07 0.07 0.07
1 - - - - -
WATER DIVERSION STRUCTURE U1- 1 - - - -
WATER DIVERSION STRUCTURE U1- - 1 - - -
WATER DIVERSION STRUCTURE U1- - - 1 - -
WATER DIVERSION STRUCTURE U1- - - - 1 -
WATER DIVERSION STRUCTURE U1- - - - - 1
503.102
503.103
503.104
503.105
503.106
0.16 0.16 0.17 0.17 0.17 0.17
200
TEMPORARY ACCESS ONCE IT IS REMOVED.
HUMUS SHALL BE USED TO LANDSCAPE AND RESTORE THE AREA DISTURBED BY THE
4. ITEM 646.31, TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS AND ITEM 647.1,
646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS 60 165 500 60 25 10 820 SY
CY7413545155HUMUS 647.1
30'-0"
3'-0"
5'-0"
2'-
0"
5'-0"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
BR NO 172/148 PLAN VIEW
SCALE: 1" = 5'-0"
SUBDIRECTORY
BRC\CONTRACT#1\ 172-148 genplan
.DGN LOCATOR
NH RTE 120 over BLOW ME DOWN BROOK
CORNISH
GENERAL PLAN BR NO 172/148
172/148 27287
--- ---
------
JAT 9/17
9/17SMG
------------
9/17JAT
SMG 10/16
10/16JAT
AS NOTED 5 17
N
310+50 311+00
BR
OO
K
BL
OW
ME
DO
WN
NH ROUTE 120TO LEBANON
TO CORNISH FLAT
1'-
6"
15'-
6"
15'-
6"
1'-
6"
34'-
0"
OU
T-
TO-
OU
T
(TYP)
90°-00'-00"
APPROX EXIST ROW
APPROX EXIST ROW
FP 2061/6
ESNH 159/336
FRAME SECTION
SCALE: ‚" = 1'-0"
2
1
ITEM 593.411
STREAM BED
APPROX. EXISTING 3' THICK
ITEM 583.3
ITEM 207.3
PAY LIMITS,
SCALE: ‚" = 1'-0"
WING SECTION
2
1
ITEM 593.411 ITEM 203.601
STREAM BED
APPROX. EXISTING
3' THICK
ITEM 583.3
ITEM 207.3
PAY LIMITS,
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
BR NO 172/148 PLAN VIEW
ITEM 203.11, COMMON EXCAVATION - LRS
IN THESE LOCATIONS TO BE PAID UNDER
- TOP 6" OF EXCAVATION (IF REQUIRED)
THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS.
DETECTION AND RANGING) TECHNOLOGY.
CREATED USING AERIAL 3D LiDAR (LIGHT
THE CONTOURS SHOWN ON THIS PLAN WHERE
NOTE
SCALE: 1" = 10'-0"
SUBDIRECTORY
BRC\CONTRACT#1\ 172-148 lrs
.DGN LOCATOR
NH RTE 120 over BLOW ME DOWN BROOK
CORNISH
SITE PLAN BR NO 172/148
172/148 27287
--- ---
------
JAT 4/17
9/17SMG
------------
9/17JAT
SMG 4/17
4/17JAT
AS NOTED 6 17
N
310+50 311+00
BR
OO
K
BL
OW
ME
DO
WN
NH ROUTE 120TO LEBANON
TO CORNISH FLAT
FP 2061/6
ESNH 159/336
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
II
I.S.
II
2
PEM1J
1R2UB1
34
BANK
BANK
5
BANK
6
BANK
TEMPORARY ACCESS ROAD
APPROXIMATE LOCATION OF
ALL AROUND
7'-0
"
(TYP)25'-
0"
3'-6
"
140'-10ƒ"
5'-6‚"
63'-0" 63'-0"
5'-6‚"3'-10‚"
4'-
0"
12'-
1"
12'-
1"
1'-
3"
1'-
9"
31'-
2"
OU
T-
TO-
OU
T
(TYP)8'-0
"
7'-0" AROUND PIER
25'-0" AT ABUTMENTS
1'-
0"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
ON EXISTING PLAN ELEVATIONS.
ALL ELEVATIONS GIVEN ARE BASED
NOTE:
SUBDIRECTORY
BRC\CONTRACT #1 132-113 genplan
.DGN LOCATOR
NH RTE 63 over ASHUELOT RIVER
HINSDALE
GENERAL PLAN BR NO 132/113
132/113 27287
--- ---
------
JAT 12/16
9/17SMG
------------
9/17JAT
SMG 12/16
12/16JAT
AS NOTED 7 17
131211
PT
ST
A. 1
0+
75.
00
NH ROUTE 63
NH
RO
UT
E 119
RI
VE
RA
SH
UE
LO
T
N
BR NO 132/113 PLAN VIEW
APPR
OX. E
XISTI
NG R
OW
APPROX. EXISTING ROW
(TYP)
65°-00'-00"
APPROX EXIST ROW
APPROX EXIST ROW
PSNH 25/3
NET&T 2/2
10T
65T
10T
PSNH 25/2
NET&T 2/1
PSNH 2/14-1
PSNH 25/3-1
NET&T 35/1
m h
s
m h
s
m h
s
HALF SIZE SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
ABUTMENT OR PIER
FACE OF EXISTING
STREAM BED
APPROX. EXISTING
ITEM 593.411
SCALE: ‚" = 1'-0"
TYPICAL SECTION
5' THICK AT PIER
3' THICK AT ABUTS
ITEM 583.5
ITEM 207.3
PAY LIMITS,
FOOTING
EXISTING
TOP OF
15'-
0"
20'-
0"
20'-
0"
20'-
0"
15'-
0"
(T
YP)
2'-6"
2'-6"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
ITEM 203.11, COMMON EXCAVATION - LRS
IN THESE LOCATIONS TO BE PAID UNDER
- TOP 6" OF EXCAVATION (IF REQUIRED)
THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS.
DETECTION AND RANGING) TECHNOLOGY.
CREATED USING AERIAL 3D LiDAR (LIGHT
THE CONTOURS SHOWN ON THIS PLAN WHERE
NOTE
SUBDIRECTORY
BRC\CONTRACT #1 132-113 lrs
.DGN LOCATOR
NH RTE 63 over ASHUELOT RIVER
HINSDALE
SITE PLAN BR NO 132/113
132/113 27287
--- ---
------
JAT 4/17
9/17SMG
------------
9/17JAT
SMG 4/17
4/17JAT
AS NOTED 8 17
LONGER REQUIRED
ONCE TEMPORARY ACCESS ROAD IS NO
(ACERRUBRUM, RED MAPLE, #2 CG, 4 FT)
- PLACE 5 RED MAPLES (AS SHOWN)
131211
PT
ST
A. 1
0+
75.0
0
NH ROUTE 63
NH
RO
UT
E 119
RI
VE
RA
SH
UE
LO
T
N
BR NO 132/113 PLAN VIEW
APPR
OX. E
XISTI
NG R
OW
APPROX. EXISTING ROW APPROX EXIST ROW
APPROX EXIST ROW
PSNH 25/3
NET&T 2/2
10T
65T
10T
PSNH 25/2
NET&T 2/1
PSNH 2/14-1
m h
s
m h
s
m h
s
HALF SIZE SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
203
203
201
201
203
203
TEMPORARY ACCESS ROAD
APPROXIMATE LOCATION OF
TEMPORARY ACCESS ROAD
APPROXIMATE LOCATION OF
AND PROTECTED WITH NB/PC
CAUSEWAY WILL BE CONSTRUCTED
PIER FROM EITHER SIDE.
* NOTE: CONTRACTOR WILL ACCESS THE
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
1
BANK
2
BANK
3
R3RB2
5
BANK
4
BANK
4'-
0"
2'-
11"
32'-
0"
1'-
6"
2'-11"
1'-6"
226'-6•" C-C BRG
69'-8" C-C BRG87'-2•" C-C BRG69'-8" C-C BRG
20'-0" APPROACH
SLAB (TYP)
VA
RI
ES
12'-
0"
12'-
0"
VA
RI
ES
OU
T-
TO-
OU
T
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC\CONTRACT #1 097-112 Genplan
.DGN LOCATOR
I-89 NB over TRUCK RD & MASCOMA RIVER
LEBANON
GENERAL PLAN & PROFILE BR NO 097/112
097/112 27287
--- ---
------
JAT 12/16
9/17SMG
------------
9/17JAT
SMG 12/16
12/16JAT
1" = 10'-0" 9 17
N
841 842 843
10
PC 10+77.63
3
4
5
PC 5
+20.86
VERTICAL CLEARANCE
POINT OF MINIMUM
PLAN NB BR NO 097/112
À I-89 NB ROADWAYSTA. 840+80.48 STA. 841+50.15
(TYP)
86°-03'-23"
ANGLE OF CROSSING
STA. 842+37.36 STA. 843+07.02
(TYP)
SCUPPER
FACE OF RAIL
FACE OF CURB
GRADE LINE
PROFILE
FACE OF RAIL
FACE OF CURB
Å NB OFF RAMP
(TYP)
82°-45'-16"
ANGLE OF CROSSING
RO
AD
TR
UC
K
RI
VE
R
MA
SC
OM
A
MEDIAN STRIP
À CONSTRUCTION
(EXP)
À BRG ABUT A
(FIXED)
À BRG PIER 1
(EXP)
À BRG PIER 2
(EXP)
À BRG ABUT B
I-89 NORTHBOUNDTO VERMONT
STA. 9+89.68 TRUCK ROAD
STA. 842+52.37 MEDIAN STRIP =
HALF SIZE SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
440
450
460
470
480
490
500
510
520
0 10 20 30 40 50 60-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
460
470
480
490
500
510
520
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
NON-WOVEN (TYP)
PERM CONTROL, CL 1,
ITEM 593.411, GEOTEXTILE,
(2.5' THICK) (TYP)
RIPRAP, CLASS V
ITEM 583.5,
(TYP)
ITEM 207.3
PAY LIMITS,
(TYP)
ITEM 207.3
PAY LIMITS,
EL 488.0
EL 456.0
EL 473.0
EL 452.2 EL 451.8
226'-6•" C-C BRG
69'-8" C-C BRG87'-2•" C-C BRG69'-8" C-C BRG
4'-
0"
2'-
2"
42'-
4"
OU
T-
TO-
OU
T
2'-
11"
9'-
3"
12'-
0"
12'-
0"
20'-0" APPROACH
SLAB (TYP)
9"
1'-
6"
32'-
0"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC\CONTRACT #1 098-111 Genplan
.DGN LOCATOR
I-89 SB over TRUCK RD & MASCOMA RIVER
LEBANON
GENERAL PLAN & PROFILE BR NO 098/111
098/111 27287
--- ---
------
JAT 12/16
9/17SMG
------------
9/17JAT
SMG 12/16
12/16JAT
1" = 10'-0" 10 17
N
PLAN SB BR NO 098/111
841 842 843
MEDIAN STRIP
À CONSTRUCTION
À I-89 SB ROADWAYSTA. 840+76.07 STA. 841+45.74 STA. 842+32.95 STA. 843+02.61
(TYP)
86°-03'-23"
ANGLE OF CROSSING
GRADE LINE
PROFILE
(EXP)
À BRG ABUT A
(FIXED)
À BRG PIER 1
(EXP)
À BRG PIER 2
(EXP)
À BRG ABUT B
(TYP)
SCUPPER
VERTICAL CLEARANCE
POINT OF MINIMUM
RO
AD
TR
UC
K
RI
VE
R
MA
SC
OM
A
10
FACE OF RAIL
FACE OF RAIL
FACE OF CURB
FACE OF CURB
I-89 SOUTHBOUNDTO GRANTHAM
STA. 9+89.68 TRUCK ROAD
STA. 842+52.37 MEDIAN STRIP =
STA. 9+89.68 TRUCK ROAD
STA. 842+52.37 MEDIAN STRIP =
RO
AD
TR
UC
K
HALF SIZE SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
440
450
460
470
480
490
500
510
520
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
440
450
460
470
480
490
500
510
520
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
NON-WOVEN (TYP)
PERM CONTROL, CL 1,
ITEM 593.411, GEOTEXTILE,
(2.5' THICK) (TYP)
RIPRAP, CLASS V
ITEM 583.5,
(TYP)
ITEM 207.3
PAY LIMITS,
EL 488.0
EL 456.0
EL 451.0 EL 453.4
EL 455.0
EL 473.0
226'-6• " C-C BRG69'-8" C-C BRG
87'-2• " C-C BRG
69'-8" C-C BRG
55'-0" C-C BRG87'-0" C-C BRG62'-6" C-C BRG
204'-6" C-C BRG
2'-
11"
20'-
0"
2'-
11"
1'-
6"
1'-
6"
25'-
10"
OU
T-
TO-
OU
T
20'-0" APPROACH
SLAB (TYP)
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC\CONTRACT #1 099-111 Genplan
.DGN LOCATOR
I-89 SB ON-RAMP over TRUCK RD & MASCOMA RIVER
LEBANON
GENERAL PLAN & PROFILE BR NO 099/111
099/111 27287
--- ---
------
JAT 12/16
9/17SMG
------------
9/17JAT
SMG 12/16
12/16JAT
1" = 10'-0" 11 17
N
9
PT 8+88.10
171819
I-89 SB ON-RAMP
(TYP)
SCUPPER
STA 17+15.11STA 17+70.11STA 18+57.11STA 19+19.61
(EXP)
À BRG ABUT A
Å SB ON-RAMP
TO GRANTHAM
FACE OF RAIL
FACE OF RAIL
FACE OF CURB
FACE OF CURB
(FIXED)
À BRG PIER 1
(EXP)
À BRG PIER 1
(EXP)
À BRG ABUT B
RI
VE
R
MA
SC
OM
A
RO
AD
TR
UC
K
BR NO 099/111
PLAN SB ON RAMP
HALF SIZE SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
440
450
460
470
480
490
500
0 10 20 30 40 50 60 70 80 90 100 110 120 130-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
0 10 20 30 40 50 60 70 80 90 100 110 120 130-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
NON-WOVEN (TYP)
PERM CONTROL, CL 1,
ITEM 593.411, GEOTEXTILE,
(2.5' THICK) (TYP)
RIPRAP, CLASS V
ITEM 583.5,
(TYP)
ITEM 207.3
PAY LIMITS,
EL 488.0
EL 456.0
EL 454.7EL 456.7
EL 471.9
TEMPORARY ACCESS ROAD
APPROXIMATE LOCATION OF
RI
VE
R
MA
SC
OM
A
840 841 842
9
PT 8+88.10
3
4
18
19
460
460
460
460
460
460
460
460
470
470
470
470
470
470
470
470
470
480
480
480
490
490
cb
I.S.
II.S.
I
I.S.
II.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
II
1
BANK
2 3
BANKR3RB2
cb cb cb
NULL
NULL
NULL
mh
s
N
cb
NULL
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
BR NOS 097/112, 098/111 & 099/111 PLAN VIEW
ITEM 203.11, COMMON EXCAVATION - LRS
IN THESE LOCATIONS TO BE PAID UNDER
- TOP 6" OF EXCAVATION (IF REQUIRED)
BARRIER LAYOUT
N
SCALE: 1" = 20'-0"
APPROX EXIST ROW
APPROX EXIST ROW
SUBDIRECTORY
BRC\CONTRACT #1 097-112 lrs
.DGN LOCATOR
I-89 NB & SB & SB ON-RAMP over TRUCK RD & MASCOMA RIVER
LEBANON
SITE PLAN BR NOS 097/112, 098/111 & 099/111
--- 27287
--- ---
------
JAT 4/17
9/17SMG
------------
9/17JAT
SMG 4/17
4/17JAT
AS NOTED 12 17
SCALE: 1" = 20'-0"
ITEM 670.104
PLACED DURING NON-WORK HOURS
ADDITIONAL BARRIER TO BE
6'-4"
22'-0"
53'-10"
22'-0"
3'-6"
86'-5ƒ" ALONG CHORD85'-11…" ALONG CHORD
7'-0"
(T
YP)
2'-
0"
(TYP)
10'-0"
(TYP)
7'-0"
MI
N (
TY
P)
4'-
0"
THI
CK
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC\CONTRACT #1 108-116 genplan
.DGN LOCATOR
US ROUTE 202 & NH ROUTE 123 over CONTOOCOOK RIVER
PETERBOROUGH
GENERAL PLAN BR NO 108/116
108/116 27287
--- ---
------
JAT 12/16
9/17SMG
------------
9/17JAT
SMG 12/16
12/16JAT
AS NOTED 13 17
N
APPROX EXIST ROW
354 355
356
353
STA 355+47.68
STA 354+61.01
STA 353+74.87
CHORD
CONSTRUCTION
À CONSTRUCTION
RI
VER
CO
NT
OOC
OO
K
BR NO 108/116 PLAN VIEW
TO ANTRIM
TO PETERBOROUGH
NH
RO
UT
E
13
6
TO
GR
EE
NFI
EL
D
(TYP)
39°-19'-42.3"
FP 370/28
ESNH 45/48
NET&T
2
2
PSCo
DR
AI
N PIPE
field
leach
HALF SIZE SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
US ROUTE 202 & NH ROUTE 123
PIER SECTION
SCALE: ‚" = 1'-0"
FOOTING
EXISTING
GROUND (TYP)
APPROX EXISTING(TYP)
SLOPE VARIES
(TYP)
ITEM 593.411
6" THICK (TYP)
ITEM 304.7
PRIOR TO PLACEMENT OF GEOTEXTILE FILTER FABRIC.
1. EXCAVATE ABD REMOVE ANY UNSUITABLE MATERIAL
ANCHORED INTO EXISTING RIVERBED.
2. OUTER EDGE OF FILTER FABRIC TO BE KEYED AND
NOTES
(TYP)
ITEM 583.5
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
N
BARRIER LAYOUT
NH ROUTE 136
ITEM 203.11, COMMON EXCAVATION - LRS
IN THESE LOCATIONS TO BE PAID UNDER
- TOP 6" OF EXCAVATION (IF REQUIRED)
THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS.
DETECTION AND RANGING) TECHNOLOGY.
CREATED USING AERIAL 3D LiDAR (LIGHT
THE CONTOURS SHOWN ON THIS PLAN WHERE
NOTE
SCALE: 1" = 10'-0"SUBDIRECTORY
BRC\CONTRACT #1 108-116 lrs
.DGN LOCATOR
US ROUTE 202 & NH ROUTE 123 over CONTOOCOOK RIVER
PETERBOROUGH
SITE PLAN BR NO 108/116
108/116 27287
--- ---
------
JAT 4/17
9/17SMG
------------
9/17JAT
SMG 4/17
4/17JAT
AS NOTED 14 17
ITEM 670.104PLACED DURING NON-WORK HOURS
ADDITIONAL BARRIER TO BE
N
APPROX EXIST ROW
354 355
356
353
STA 355+47.68
STA 354+61.01
STA 353+74.87
CHORD
CONSTRUCTION
À CONSTRUCTION
RI
VER
CO
NT
OOC
OO
K
BR NO 108/116 PLAN VIEW
TO ANTRIM
TO PETERBOROUGH
NH
RO
UT
E
13
6
TO
GR
EE
NFI
EL
D
(TYP)
39°-19'-42.3"
FP 370/28
ESNH 45/48
DR
AI
N PIPE
field
leach
HALF SIZE SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
US ROUTE 202 & NH ROUTE 123
FP 37
0/28
ESNH 45/4
8
7' to ep
fp 370/29
psnh/45/49
fiel
dleac
h
I.S.
I
I.S.
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I.S.
I
I.S.
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I
I.S.
I
I.S.
I
I.S.
I
2
BANK
R3RB2
4
BANK
TEMPORARY ACCESS ROAD
APPROXIMATE LOCATION OF
30'-0" ALONG CHORD
(TYP)
5'-0"
(TYP)
3'-0"
(T
YP)
2'-
0"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC\CONTRACT #1 162-100 genplan
.DGN LOCATOR
NH ROUTE 120 over BLOODS BROOK
PLAINFIELD
GENERAL PLAN BR NO 162/100
162/100 27287
--- ---
------
JAT 12/16
9/17SMG
------------
9/17JAT
SMG 12/16
12/16JAT
AS NOTED 15 17
NH ROUTE 120
N
BR
OO
KB
LO
OD
S
APPROX EXIST ROW
APPROX EXIST ROW
(TYP)
FACE OF LEG
TO MERIDEN
TO CORNISH
BR NO 162/100 PLAN VIEW
40C3
CATV
LIBERTY UTILITIES
#6 BELL ATLANTIC
4/108 TDS
HALF SIZE SCALE: 1" = 10'-0"
SCALE: 1" = 5'-0"
FRAME SECTION
SCALE: ‚" = 1'-0"
STREAM BED
APPROX. EXISTING
(TYP)
ITEM 593.411
(TYP)
3' THICK
ITEM 583.5
(TYP)
ITEM 207.3
PAY LIMITS,
30'-0" ALONG CHORD
TEMPORARY ACCESS ROAD
APPROXIMATE LOCATION OF
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
ITEM 203.11, COMMON EXCAVATION - LRS
IN THESE LOCATIONS TO BE PAID UNDER
- TOP 6" OF EXCAVATION (IF REQUIRED)
THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS.
DETECTION AND RANGING) TECHNOLOGY.
CREATED USING AERIAL 3D LiDAR (LIGHT
THE CONTOURS SHOWN ON THIS PLAN WHERE
NOTE
SUBDIRECTORY
BRC\CONTRACT #1 162-100 lrs
.DGN LOCATOR
NH ROUTE 120 over BLOODS BROOK
PLAINFIELD
SITE PLAN BR NO 162/100
162/100 27287
--- ---
------
JAT 4/17
9/17SMG
------------
9/17JAT
SMG 4/17
4/17JAT
AS NOTED 16 17
NH ROUTE 120
N
BR
OO
KB
LO
OD
S
APPROX EXIST ROW
APPROX EXIST ROW
(TYP)
FACE OF LEG
TO MERIDEN
TO CORNISH
BR NO 162/100 PLAN VIEW
HALF SIZE SCALE: 1" = 10'-0"
SCALE: 1" = 5'-0"
1
BANK
2
BANK
3
4
BANK
R2UB1,2
21'-6"
(TYP)
1'-6"
9'-0"
27'-6"
9'-0"
(TYP)
1'-6"
9'-0"
(TYP)1'-
6"
27'-6" 9
'-0"
(TYP)1'-6
"
30'-
6"
9'-0"
(T
YP)
1'-6"
22'-3"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
OVERALL PLAN
SCALE: 1" = 20'-0"
SCALE: 1" = 10'-0"
BRIDGE AREA PLAN
ITEM 203.11, COMMON EXCAVATION - LRS
IN THESE LOCATIONS TO BE PAID UNDER
- TOP 6" OF EXCAVATION (IF REQUIRED)
SUBDIRECTORY
BRC\CONTRACT #1 109-124 Genplan
.DGN LOCATOR
NH RTE 63 over MILL BROOK
WESTMORELAND
GENERAL PLAN BR NO 109/124
109/124 27287
--- ---
------
JAT 12/16
9/17SMG
------------
9/17JAT
SMG 12/16
12/16JAT
AS NOTED 17 17
N
301
302
303
NH ROUTE 63
MI
LL
BR
OO
K
TO WALPOLE
TO CHESTERFIELD
FP 1/103
FP 1/104
SNOWMOBILE BRIDGE
A
A
B
B
C
C
300
308
300
304
300
304
301
303
302
303
295
300
300
300
300
300
300
300
300
300
300
300
300
300
300
305
305
310
310
305
305
310
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I I.S.
I
I.S.
I I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
II.S.
I
I.S.
II
I.S.
II
I.S.
II
I.S.
II
I.S.
II
I.S.
II
I.S.
II
I.S.
II
R2UB1
1
PFO1E
3 2
BANK
N
302
NH ROUTE 63
MI
LL
BR
OO
K
TO WALPOLE
TO CHESTERFIELD
FP 1/103
FP 1/104
SNOWMOBILE BRIDGE
295
300
300
300
300
300
300
300
305
305
3051'-6"27'-6"6'-0"13'-0"
1'-6"6'-0"1'-6"
9'-0"
VARIES
I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
I I.S.
I
I.S.
I
I.S.
I
I.S.
I
I.S.
II.S.
I
I.S.
II
I.S.
II
I.S.
II
I.S.
II
I.S.
II
SECTION A-A
SCALE: 1" = 5'-0"
GROUND
APPROX EXISTING
EL 300.00
EL 304.00
1•
1
ITEM 593.411
4' THICK
ITEM 585.2
ITEM 207.3
PAY LIMITS,
SECTION B-B
SCALE: 1" = 5'-0"
EL 300.00
4' THICK
ITEM 585.2
GROUND
EXISTING
APPROX
ITEM 593.411
ITEM 207.3
PAY LIMITS,
SECTION C-C
SCALE: 1" = 5'-0"
4' THICK
ITEM 585.2
GROUND
EXISTING
APPROX
ITEM 593.411
ITEM 207.3
PAY LIMITS,