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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
WETLANDS
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
mb
da
vpVENT PIPE
PHONE
TIDAL BUFFER ZONE
ORDINARY HIGH WATER
HIGHEST OBSERVABLE TIDAL LINE
MEAN HIGH TIDE
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
GUARDRAIL (LABEL TYPE)
cgr
bgr
JERSEY BARRIER
fc
B
WATER FRONT BUFFER
NATURAL WOODLAND BUFFER
PROTECTED SHORE LAND
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
MEDIAN CGR
BGR
NHDOT
9/5/2013
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11:11:40 AM
FILE:
DATE: TIME:
USER:
REVISION DATE
3-15-13
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
25481
DGN
25481SYM
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
2 28
STANDARD SYMBOLS
gr
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
LCHIP CONSERVATION EASEMENT
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 ¯)
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
OVERHEAD ELECTRIC
SHEET 2 OF 2
UNKNOWN
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
NHDOT
9/5/2013
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11:11:41 AM
FILE:
DATE: TIME:
USER:
m h
u
m hd
REVISION DATE
3-15-13
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
25481
DGN
25481SYM
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
3 28
STANDARD SYMBOLS
NHDOT
8/28/2013
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6:46:51 PM
FILE:
DATE: TIME:
USER:
1’-0"
Existing Edge
of Travelway
Existing Edge
of Pavement
BARRIER
CONCRETE
FACE OF
4:1
2’-3"
OR
2’-0"
Existing Edge
of Travelway
Existing Edge
of Pavement
Existing Edge
of Travelway
Existing Edge
of Pavement
15’-0" TO 35’-0"
VARIES
Original Ground
16’-0" TO 34’-0"
VARIES
ITEM 647.1 - HUMUS
À PROP. DITCH
(10:1 MAX.)
VARIES
À POST
(10:1 MAX.)
VARIES
MATCH EXISTING (10:1 MAX.)
VARIES 0’-0" TO 13’-0"
MATCH EXISTING (10:1 MAX.)
VARIES 1’-0" TO 9’-0"
ITEM 647.1 - HUMUS
ITEM 646.31 - TURF ESTABLISHMENT
WITH MULCH AND TACKIFIERS
N.H. ROUTE 101
¯ CONST.
N.H. ROUTE 101
¯ CONST.
WITH MULCH AND TACKIFIERS
ITEM 646.31 - TURF ESTABLISHMENT
EMBANKMENT-IN-PLACE (F)
ITEM 203.6 -
FACE OF RAIL
1’-0"
1’-0"
Existing Edge
of Pavement
Existing Edge
of Travelway
Original Ground
Existing Edge
of Travelway
Existing Edge
of Pavement
10:1
2:1
2’-6"
Original Ground
Existing Edge
of Travelway
Existing Edge
of Pavement
2:1
10:1
2’-6"
18"
18"
EMBANKMENT-IN-PLACE (F)
ITEM 203.6 -
FACE OF RAIL FACE OF RAIL
1’-0"
1’-0" WITH 8" OFFSET BLOCKS (STEEL POST)
ITEM 606.18001 - 31" W-BEAM GUARDRAIL
WITH 8" OFFSET BLOCKS (STEEL POST)
ITEM 606.18001 - 31" W-BEAM GUARDRAIL
N.H. ROUTE 101
¯ CONST.
N.H. ROUTE 101
¯ CONST.
ITEM 203.6 - EMBANKMENT-IN-PLACE (F)
CATCH BASIN & DROP INLET
ITEM 604.4 - RECONSRUCTING/ADJUSTING
4:1
2’-6"
5.0%
Existing Edge
of Travelway
Existing Edge
of Pavement
N.H. ROUTE 101
¯ CONST.
N.H. ROUTE 101
¯ CONST.
TYPICAL SECTION "F"TYPICAL SECTION "E"
SCALE: �" = 1’-0"
TABLES FOR LOCATIONS
REFER TO TYPICAL SECTION
TYPICAL SECTION "C"
TYPICAL SECTION "G"
TYPICAL SECTION "D"
6:1
10:1
4:12:1
10:1
ITEM 647.1 - HUMUS
6:1Original Ground
EMBANKMENT-IN-PLACE (F)
ITEM 203.6 -
SAW CUT
Existing Edge
of Travelway
Existing Edge
of Pavement
N.H. ROUTE 101
¯ CONST.
6:1
2:1
ITEM 647.1 - HUMUS
Original Ground
2’-6"
5.0%
TYPICAL SECTION "A"
Existing Edge
of Pavement
Existing Edge
of Travelway
ITEM 647.1 - HUMUS
1’-0"1’-0"
BARRIER
CONCRETE
FACE OF
4:1
2’-3"
OR
2’-0" N.H. ROUTE 101
¯ CONST.
WITH MULCH AND TACKIFIERS
ITEM 646.31 - TURF ESTABLISHMENT
EMBANKMENT-IN-PLACE (F)
ITEM 203.6 -
TYPICAL SECTION "B"
SAW CUT
2:1
6:1
Original Ground
EMBANKMENT-IN-PLACE (F)
ITEM 203.6 -
MULCH AND TACKIFIERS
ESTABLISHMENT WITH
ITEM 646.31 - TURF
Original GroundOriginal Ground
SCALE: �" = 1’-0"
STA. 300+50, LT TO STA. 308+80, LT
WITH MULCH AND TACKIFIERS
ITEM 646.31 - TURF ESTABLISHMENT
WITH MULCH AND TACKIFIERS (TYP.)
ITEM 646.31 - TURF ESTABLISHMENT
ITEM 647.1 - HUMUS (TYP.)
WITH MULCH AND TACKIFIERS (TYP.)
ITEM 646.31 - TURF ESTABLISHMENT
ITEM 647.1 - HUMUS (TYP.)
CONCRETE MEDIAN BARRIER
(6" DEEP)
PAVEMENT, HAND METHOD
ITEM 403.12 - HOT BITUMINOUS
2:1
CONCRETE MEDIAN BARRIER
(6" DEEP)
PAVEMENT, HAND METHOD
ITEM 403.12 - HOT BITUMINOUS 2:1
1’-0"
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
BLOCKS (STEEL POST)
W-BEAM GUARDRAIL WITH 8" OFFSET
ITEM 606.28001 - 31" DOUBLE FACED
2:1
(TYP.)
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
VARIES
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
VARIES
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
VARIESVARIES
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
NH ROUTE 101 WESTBOUND MEDIAN
(8’-0" TYP.)
2’ X 2’ X 3" THICK PRECAST
REINFORCED LEVELING PAD
(SUBSIDIARY TO CONC. BARRIER)
ITEM 203.1 - COMMON EXCAVATION
ITEM 606.18001 - 31" W-BEAM
GUARDRAIL WITH 8" OFFSET BLOCKS
ITEM 203.1 - COMMON EXCAVATION
ITEM 304.301 - CRUSHED GRAVEL
58 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
4:1 = 28 CY/100 LF
2:1 = 10 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
44 CY/100 LF (8’ WIDE)
ITEM 304.301 - CRUSHED GRAVEL (18" DEPTH)
VARIES
(4’-0" TYP.)
VARIES
ITEM 304.301 - CRUSHED GRAVEL
58 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
ITEM 304.301 - CRUSHED GRAVEL
ITEM 606.28001 - 31" DOUBLE FACED
W-BEAM GUARDRAIL WITH 8" OFFSET
BLOCKS (STEEL POST)
8’-0" (TYP.)8’-0" (TYP.)
ITEM 606.18001 - 31" W-BEAM
GUARDRAIL WITH 8" OFFSET BLOCKS
2’ X 2’ X 3" THICK PRECAST
REINFORCED LEVELING PAD
(SUBSIDIARY TO CONCRETE BARRIER)
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
25481
DGN
25481TY01
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
4 28
OF IMPROVEMENT
TYPICAL SECTIONS
CA
DD
T.
SE
TA
S
M.
DE
SR
OC
HE
RS
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NHDOT
8/28/2013
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7:18:33 AM
FILE:
DATE: TIME:
USER:
Existing Edge
of Travelway
Existing Edge
of Pavement
10:1
2:1
2’-6"
Original Ground
18"
¯ RAMP
VARIES
EMBANKMENT-IN-PLACE (F)
ITEM 203.6 -
FACE OF RAIL
1’-0"
WITH 8" OFFSET BLOCKS (STEEL POST)
ITEM 606.18001 - 31" W-BEAM GUARDRAIL
4:1
ITEM 647.1 - HUMUS
7’-0"–5’-0"–
SAME FOR 4:1 SLOPE
Existing Edge
of Travelway
Existing Edge
of Pavement
2:1
10:1Original Ground
2’-6"VARIES
¯ RAMP
18"
FACE OF RAIL
1’-0"
10:1
WITH 8" OFFSET BLOCKS (STEEL POST)
ITEM 606.18001 - 31" W-BEAM GUARDRAIL
7’-0"– 5’-0"–
SAME FOR 4:1 SLOPE
4:1
2:1
Existing Edge
of Pavement
10:1
Original Ground
2’-6"
ITEM 647.1 - HUMUS
VARIES
¯ RAMP
18"
EMBANKMENT-IN-PLACE (F)
ITEM 203.6 -
FACE OF RAIL
1’-0"
WITH 8" OFFSET BLOCKS (STEEL POST)
ITEM 606.18001 - 31" W-BEAM GUARDRAIL
Existing Edge
of Travelway
10:1
TO F.E.E.T NORTHBOUND - SECTION "H"
N.H. ROUTE 101 WESTBOUND RAMP
TO I-93 SOUTHBOUND - SECTION "J"
N.H. ROUTE 101 EASTBOUND RAMP
N.H. ROUTE 101 WESTBOUND - SECTION "I"
I-93 SOUTHBOUND RAMP TO
4:1
WITH MULCH AND TACKIFIERS (TYP.)
ITEM 646.31 - TURF ESTABLISHMENT
ITEM 647.1 - HUMUS (TYP.)
WITH MULCH AND TACKIFIERS
ITEM 646.31 - TURF ESTABLISHMENT
WITH MULCH AND TACKIFIERS
ITEM 646.31 - TURF ESTABLISHMENT
2:1
(TYP.)
2:1
VARIES
VARIES
VARIES
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
SCALE: �" = 1’-0"
TABLES FOR SLOPE TREATMENTS
REFER TO TYPICAL SECTION
58 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
ITEM 304.301 - CRUSHED GRAVEL
4:1 = 28 CY/100 LF
2:1 = 10 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
58 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
58 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
4:1 = 28 CY/100 LF
2:1 = 10 CY/100 LF
ITEM 304.301 - CRUSHED GRAVEL
8’-0" (TYP.)
8’-0" (TYP.)
8’-0" (TYP.)
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
25481
DGN
25481TY02
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
5 28
OF IMPROVEMENT
TYPICAL SECTIONS
CA
DD
T.
SE
TA
S
M.
DE
SR
OC
HE
RS
8/28/2013
8/28/2013
8/28/2013
NHDOT
8/28/2013
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6:59:18 PM
FILE:
DATE: TIME:
USER:
SCALE: �" = 1’-0"
TABLES FOR LOCATIONS
REFER TO TYPICAL SECTION
N.H. ROUTE 101
¯ CONST.
2:1
Existing Edge
of Travelway
Existing Edge
of Pavement
BARRIER
CONCRETE
FACE OF
(12" DEEP) (TYP.)
CLASS G, PEA STONE
ITEM 585.7, STONE FILL,
2’-3"1’-0" 1’-0"
Original Ground
9"
Existing Pier
CONCRETE MEDIAN BARRIER
(6" DEEP)
PAVEMENT, HAND METHOD
ITEM 403.12 - HOT BITUMINOUS
Original Ground
(6" DEEP)
PAVEMENT, HAND METHOD
ITEM 403.12 - HOT BITUMINOUS
SCALE: �" = 1’-0"
VARIES
Existing Pavement
(1’ DEEP)
ITEM 304.301 - CRUSHED GRAVEL
ITEM 203.1 - COMMON EXCAVATION
2’ X 2’ X 3" THICK PRECAST
REINFORCED LEVELING PAD
(SUBSIDIARY TO CONC. BARRIER)
(1’ DEEP)
ITEM 304.301 - CRUSHED GRAVEL
(TYP.)
ITEM 304.101 - SAND
2’ X 2’ X 3" THICK PRECAST
REINFORCED LEVELING PAD
(SUBSIDIARY TO CONC. BARRIER)
NOT TO SCALE
PROP. CONC.
BARRIER
PLAN VIEW
LEVELING PAD
AT SOUTH WILLOW STREET & HUSE ROAD OVERPASS
N.H. ROUTE 101 MEDIAN BARRIER DETAIL
PAVEMENT WIDENING DETAILPLAN VIEW
PAVEMENT WIDENING DETAIL
NOT TO SCALE
10’-0" WDITH (TYP.)
Existing Edge of
Pavement
Existing Edge of
Travel Way
1’-0"
ITEM 417 - COLD PLANING
BITUMINOUS SURFACES (3" DEPTH)
ITEM 628.2 - SAWED
BITUMINOUS PAVEMENT
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.1
6
TO7 9
DRAINAGE NOTES
TO2 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.
10 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.2211 TO
MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE23
24 TO 26 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.
27
28 TO 29 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.
30 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE
31 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.
32
33 TO 38 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.
39 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.40
41
42
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.44TO43
MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE45
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.52TO46
MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE53
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.54
55 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.56
MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE
MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE
CONSTRUCT MANHOLE COVER AND FRAME.
TIE INTO EXISTING 10" PVC PIPE
CONSTRUCT CB-B AT STA. 464+63.8, LT 2.0’
REMOVE EXISTING 10.0’x 10" PVC PIPE (SUBSIDIARY)
STA. 464+63.8, LT 2.0’
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
25481
DGN
25481TY03
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
6 28
OF IMPROVEMENT
TYPICAL SECTIONS
CA
DD
T.
SE
TA
S
M.
DE
SR
OC
HE
RS
8/28/2013
8/28/2013
8/28/2013
MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE57
ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.60TO58
NHDOT
9/13/2013
P:\2011\E2X53900 - NHDOT - Statewide On Call Highway Design Services\E2X53904- NHDOT- Bedford 25481\700 CADD\702-Civil\Prj\CutSheet\25481GNT.dgn
10:00:38 AM
FILE:
DATE: TIME:
USER:
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
25481
DGN
25481GNT
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
7 28
9/13/
2013
9/13/
2013
9/13/
2013
GUARDRAIL NOTES
T.
SE
TA
S
M.
DE
SR
OC
HE
RS
CA
DD
THIS INFORMATION IS FOR BIDDING PURPOSED ONLY
NHDOT
9/13/2013
P:\2011\E2X53900 - NHDOT - Statewide On Call Highway Design Services\E2X53904- NHDOT- Bedford 25481\700 CADD\702-Civil\Prj\CutSheet\25481SM01.dgn
10:16:50 AM
FILE:
DATE: TIME:
USER:
SUMMARY OF QUANTITIES (ESTIMATED)
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
25481
DGN
25481SM01
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
8 28
QUANTITIES
SUMMARY OF
CA
DD
A.
SE
AM
AN
T.
SE
TA
S
9/13/2013
9/13/2013
9/13/2013
NHDOT
9/11/2013
P:\2011\E2X53900 - NHDOT - Statewide On Call Highway Design Services\E2X53904- NHDOT- Bedford 25481\700 CADD\702-Civil\Prj\CutSheet\25481SM01.dgn
5:10:05 PM
FILE:
DATE: TIME:
USER:
THIS INFORMATION IS FOR BIDDING PURPOSED ONLY
SUMMARY OF QUANTITIES (ESTIMATED)
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
25481
DGN
25481SM01
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
9 28
QUANTITIES
SUMMARY OF
CA
DD
A.
SE
AM
AN
T.
SE
TA
S
9/11/2013
9/11/2013
9/11/2013
NOTES:
STATION.
TO NEXT DESIGNATED
CONTINUES STATION
TREATMENT AT BEGIN
PROPOSED SLOPE 1.
TABLE 1
MODEL
LOCATIONS.
FOR ADDITIONAL
SEE NEXT SHEET 2.
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481TY04 2825481 10
SLOPE TABLESTYPICAL SECTION
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
NOTES:
STATION.
TO NEXT DESIGNATED
STATION CONTINUES
TREATMENT AT BEGIN
PROPOSED SLOPE 1.
TABLE 2
MODEL
LOCATIONS.
ADDITIONAL
SHEET FOR
SEE PREVIOUS 2.
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481TY04 2825481 11
SLOPE TABLESTYPICAL SECTION
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
GUARDRAIL OFFSET DETAIL
NTS
OFFSET
MODEL STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481DT01 2825481 12
GUARDRAIL OFFSET DETAIL
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
CONSTRUCTION BASELINE
PROPOSED GUARDRAILEDGE OF PAVEMENT
11’-0" MIN.
(FOR MOWING ACCESS)
TABLE3
MODEL STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481DT02 2825481 13
TRANSITION TABLECONCRETE BARRIER
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
BARRIER
54" CONC.
BARRIER
48" CONC.
BARRIER TRANSITION
54" TO 48" CONC.
TO THRIE BEAM
BARRIER TRANSITION
48" CONC. THRIE BEAM
GUARDRAIL
W-BEAM
50’-0"6’-3"
THRIE BEAM TRANSITION
24’-4�"20’-0" MIN.
20’-0"
VARIES
20’-0"VARIES
A C D E F G HB
LENGTH VARIES - 6’-3" SPACINGPAVEMENT
UNIT (12’-6")
OR G-2 TERMINAL
TERMINAL UNIT
EAGRT END
m hd
m h
d
di
cb
cb
NULL
NULL
NULL
NULL
NULL
di
NULL
NULL
cb
GEN01
MODEL
100101
102103
104105
106107
108
1250’-1� "
349°11’27.94"
CONST. ¯
MC1P
(TYP.)
SLOPE LINE
BEGIN CONSTRUCTION
STA. 104+00
Bridge Pier
Existing
bgr
bgrbridge pier
conc
6"spp
rcp
12"
cmp
15"
cmp
18"
rcp
12"
6"sp
p
cmp18"
18"cmp
rcp
12"
riprap
To Bedford
of pavement
Approx. edge
109110
111112
113114 115
116117
PC
112
+50.1
5
1250’-1�"
349°11’27.94"
E= 90.28’
T= 716.74’
L= 1403.34’
R= 2800.00’
E= 1031681.6457
N= 166853.1927
P.I.=119+66.89
CURVE NO. 1
N.H. 101
CONST. ¯
MC1P
10:1 SLOPES WORK IN THIS AREA
(TYP.)
SLOPE LINE
bgr
cmp
24"
rcp
12"
spp
6"
cmp
24"
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 14
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 108
+50
MA
TC
HLI
NE,
ST
A. 117
+50
MA
TC
HLI
NE,
ST
A. 108
+50
SCALE IN FEET
50 0 50 100
1
(below rcp)
6" sewer force main
24" rcp (no utility)&
Approx. location exist.
NH 101 Westbound
NH 101 Eastbound
(Over)
Plu
mm
er
Road
32
NH 101 Westbound
NH 101 Eastbound
1
2
3
4
5
5
4
GRI
D
GRI
D
cb
cb
NULL
NULL
cb
cb
cb
NULL
NULL
NULL
GEN02
MODEL
118119 120 121
122
123
124
125
126
PT
126
+53.4
9
E= 90.28’
T= 716.74’
L= 1403.34’
R= 2800.00’
E= 1031681.6457
N= 166853.1927
P.I.=119+66.89
CURVE NO. 1
N.H. 101
CONST. ¯
MC1P
10:1 SLOPES WORK IN THIS AREA
(TYP.)
SLOPE LINE
cmp
24"
rcp
15"
24"cmp r
cp24
"
127 128 129 130 131 132 133 134 135
PT
12
6+5
3.4
9
1648’-0� "
320°28’29.67"
CONST. ¯
MC1P
10:1 SLOPES WORK IN THIS AREA
WITH A SOME EXISTING AREAS THAT ARE LESS THAN 1.0 FT IN DEPTH)
(DITCH DEPTH IS MOSTLY GREATER THAN 1.0
FT,
(TYP.)
SLOPE LINE
rc
p
15"
rcp
15"
rcp
15"
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 15
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 117
+50
MA
TC
HLI
NE,
ST
A. 12
6+5
0
MA
TC
HLI
NE,
ST
A. 126
+50
MA
TC
HLI
NE,
ST
A. 135
+5
0
SCALE IN FEET
50 0 50 100
4
5
NH 101 Westbound
NH 101 Eastbound
7
68
NH 101 Westbound
NH 101 Eastbound
5
BEGIN 15:1 TAPER
STA. 126+10
END 15:1 TAPER
STA. 124+00
BEGIN 15:1 TAPER
STA. 123+10
10’-0"
56
END 15:1 TAPER
STA. 127+60
BEGIN 15:1 TAPER
STA. 127+60
END 15:1 TAPER
STA. 130+00
4’-0"
GRI
D
GRI
D
cb
cb cb
NULL
NULL
NULL
NULL
NULL
cb cb
cb
cb
cb
cbNULL
NULL
NULL
NULL
GEN03
MODEL
136 137 138 139 140 141 142 143 144
PC
14
3+0
1.5
1
1648’-0� "
320°28’29.67"
CONST. ¯
MC1P
10:1 SLOPES WORK IN THIS AREA
(TYP.)
SLOPE LINE
rcp
15"
rcp
15"
cmp
15"
cm
p
15"
rcp
15"
spp
15"
145 146147
148149
150
151
152
E= 22.32’
T= 539.15’
L= 1075.85’
R= 6500.00’
E= 1033921.5679
N= 165005.0951
P.I.=148+40.67
CURVE NO. 2
N.H. 101
CONST. ¯
MC1P
(TYP.)
SLOPE LINE
x-over
asph
spp
15"spp
15"
6"spp
rcp
15"
spp
15"
12"spp
15"spp
12"rcp
6"spp
vehicles"
unauthorized
"closed to
vehicles"unauthorized"closed to
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 16
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 1
44
+5
0
MA
TC
HLI
NE,
ST
A. 152
+50
MA
TC
HLI
NE,
ST
A. 1
35
+50
MA
TC
HLI
NE,
ST
A. 1
44
+5
0
SCALE IN FEET
50 0 50 100
91110
NH 101 Eastbound
NH 101 Westbound
13
14
15
12
NH 101 Eastbound
NH 101 Westbound
6
BEGIN 30:1 TAPER
STA. 138+50
END 30:1 TAPER
STA. 139+85
6
7
8
8’ MIN.
GRI
D
GRI
D
pb
cb
cb
NULL
NULL
GEN04
MODEL
153 154 155 156 157 158 159
PT
15
3+7
7.3
6
562’-8�"
329°57’29.54"
E= 22.32’
T= 539.15’
L= 1075.85’
R= 6500.00’
E= 1033921.5679
N= 165005.0951
P.I.=148+40.67
CURVE NO. 2
N.H. 101
CONST. ¯
MC1P
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 158+00
rcp
12"
str gran curb
bgrwing
conc
bgr
abut
conc
wing
conc
ripr
ap
spp1
5"
brdg bgr
brdg bgr
182/133
BR. NO.
181/133
BR. NO.
181/134
BR. NO.
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 17
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 1
52
+50
SCALE IN FEET
50 0 50 100
NH 101 Westbound
NH 101 Eastbound
(Under)
US
Route 3
7
8
9
20’-0" CONNECT TO EXISTING RAIL
CONNECT TO EXISTING RAIL
GRI
D
pb
cb
NULL
NULL
GEN05
MODEL
200
201
202
203
204
205
206
207
208P
C 202+75.6
6
PC
C
207
+23.2
7
275’-7�"
292° 29’14.44"
CONST. ¯
MC2P
E= 44.14’
T= 265.28’(1) T= 342.42’(2)
L= 447.61’(1) L= 140.80’(2)
R= 775.00’(1) R= 2000.42’(2)
E= 1037357.3976
N= 163135.2932
P.I.=205+40.93
CURVE NOS. 1 & 2
TO F.E.E.T.
N.H. 101 WB RAMP
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 202+50
LIMIT OF WORK
STA. 207+00
woods
mixed
woods
mixed
woods
mixed
curbslp
gran
curbsl
p gr
anco
nc p
ad
I-293
""North
"5"polelightmetal
"6"poleligh
tmeta
l
chevron
chevron
chevronchevron
bgr
ledge
(3)
ledge
ledge
(2)
ledge
(3)
& brush
woods
mixed
& brush
woods
mixed
6"c
mp
cmp
12"
To Manchester
SIGN
& RESET
REMOVE
SIGN
& RESET
REMOVE
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 18
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
SCALE IN FEET
50 0 50 100
NH 101 Westb
ound
to I-293 Northbound/F.E.E.T.
NH 101 Westbound Ram p
10
GRI
D
di
di
cb
cb
NULL
NULL
GEN06
MODEL
300
301
302
303
304
305306 307 308
PC
301+67.2
4
PT
308
+4
7.2
3
167’-2� "14°44’0.86"
41’-1�"
29°29’28.28"
E= 22.05’
T= 341.88’
L= 679.98’
R= 2640.00’
E= 1040377.9800
N= 163297.2625
P.I.=305+09.13
CURVE NO. 3
N.H. 101
CONST. ¯
MC3P
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 300+50
LIMIT OF WORK
STA. 308+80
abut
conc
abut
conc
River"
"Merrimack
bgrgran curb
str
bgr
curb
str gran
bgr
bgr
rcp
15"rcp
15"
"speed limit 55"
rcp
15"
??
12"
wing
conc
bgr
brdg
199/129
BR. NO.
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 19
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
SCALE IN FEET
50 0 50 100
NH 101 Eastbound
NH 101 Westbound
(Un
der)
Railroad
Tracks
11
12
CONNECT TO EXISTING RAIL
CONNECT TO EXISTING RAIL
GRI
D
pb
pb
m h
s
m hd
cb
cbcb cb
NULL
NULL
NULL
NULL
NULL
NULL
cb
cb
cb cb
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
GEN07
MODEL
400 401 402 403 404 405 406 407 408
PC
400
+00.0
0
PT
40
2+0
2.7
6
PC
40
8+4
8.8
7
646’-1�"
45°35’58.26"
E= 1.17’
T= 101.40’
L= 202.76’
R= 4400.00’
E= 1041270.9224
N= 163907.0617
P.I.=401+01.40
CURVE NO. 5
N.H. 101
CONST. ¯
MC4P
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 400+38WIDENING (SEE DETAIL)
CONSTRUCT PAVEMENT
abut
conc
bgr
dbl bgr
str gr crb
curb
gran
str
pad
conc
bgr bgr
bgr
brdg
rcp
15"
rcp
15"
spp
6"
rcp
15"
6"spp
6"spp
6"spp
rcp
15"
rcp
15"
rcp
15"
brdg bgr
185/077
BR. NO.
186/077
BR. NO.
409
410
411
412
413
414415 416 417
PC
408
+4
8.8
7
E= 48.11’
T= 539.39’
L= 1067.38’
R= 3000.00’
E= 1042171.3317
N= 164826.5139
P.I.=413+88.27
CURVE NO. 6
N.H. 101
E= 48.11’
T= 539.39’
L= 1067.38’
R= 3000.00’
E= 1042171.3317
N= 164826.5139
P.I.=413+88.27
CURVE NO. 6
N.H. 101
CONST. ¯
MC4P
(TYP.)
SLOPE LINE
6"spp
6"spp
rcp
15"
rcp
15"
rcp
12"
6"spp
6"spp
6"spp
15"rcp
rc
p
15"
rc
p
15"
6"spp
6"spp
6"sp
p
6"spp
6"spp
6"sp
p
sign
overhead
base w/
conc sign
7’x 2.5’
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 20
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 417
+50
MA
TC
HLI
NE,
ST
A. 408
+50
MA
TC
HLI
NE,
ST
A. 4
08
+5
0
SCALE IN FEET
50 0 50 100
16NH 101 Eastbound
NH 101 Westbound
(Un
der)
Aven
ue
Bro
wn
17
18
19
NH 101 Westbound
NH 101 Eastbound
13
15
14
BEGIN 15:1 TAPER
STA. 400+38END 15:1 TAPER
STA. 401+43
END 15:1 TAPER
STA. 405+60
BEGIN 15:1 TAPER
STA. 405+50
END 15:1 TAPER
STA. 406+80
10’ TYP.
CONNECT TO EXIST. RAIL
BEGIN 15:1 TAPER
STA. 403+50
13
15
16
17
END 15:1 TAPER
STA. 410+00TAPER
BEGIN 15:1
STA. 409+00
16A
GRI
D
GRI
D
mh
d
cb cb
cb cb
cb
NULL
NULL
NULL
NULLNULL
NULL
NULL
pb
pb
m hd
jb cb
cb
cb
cb
cb
NULL
NULL
NULL
NULL
GEN08
MODEL
418419 420 421 422 423 424 425 426
PT
419
+16.2
6
1135’-4� "
25°12’50.46"
E= 48.11’
T= 539.39’
L= 1067.38’
R= 3000.00’
E= 1042171.3317
N= 164826.5139
P.I.=413+88.27
CURVE NO. 6
N.H. 101
CONST. ¯
MC4P
(TYP.)
SLOPE LINE
WIDENING
CONSTRUCT PAVEMENT
bgr
6"spp
rcp3
0"
rcp3
0"
rcp
15"
rcp3
0"
15"rcp 15"rcpspp
6"
spp6
"
spp
6"spp
6"
rcp
15"
signoverheadbase w/
conc sign7’x 2.5’
427 428
429
430 431 432433 434
435
PC
430
+51.6
0
PT
43
0+9
9.1
4
1135’-4� "
25°12’50.46"3175’-10�"
24°58’34.72"
E= 0.02’
T= 23.77’
L= 47.54’
R= 11459.16’
E= 1043708.0090
N= 165550.0785
P.I.=430+75.37
CURVE NO. 7
N.H. 101
CONST. ¯
MC4P
(TYP.)
SLOPE LINEWIDENING (SEE DETAIL)
CONSTRUCT PAVEMENT
conc curb
str gran curb
bgr
rw
conc
rdwyconc
bgr
spp
6"
rcp
15"
rcp
15"
rcp
15"
rcp
15"
sp
p6"
cbgrstr
bgr
bgr
str gr crb
padconc
rw
conc
rcp
15" rcp
15"
rcp
15"
rc
p
15"
expansion joints
bridge bgr
5’h chain link fence
conc bridge deck
Bridges:
brdg bgr
brdg bgr
180/089
BR. NO.
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 21
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 4
35
+5
0
MA
TC
HLI
NE,
ST
A. 4
26
+5
0
MA
TC
HLI
NE,
ST
A. 42
6+5
0
MA
TC
HLI
NE,
ST
A. 417
+50
SCALE IN FEET
50 0 50 100
20
2221
23
24
NH 101 Westbound
NH 101 Eastbound
25 26Railroad
NH 101 Westbound
NH 101 Eastbound
da
oR
eg
at
nor
F
18
17
19
BEGIN 15:1 TAPER
STA. 418+00
END 15:1 TAPER
STA. 419+65
BEGIN 15:1 TAPER
STA. 423+75
16A
CONNECT TO EX. RAIL
END 15:1 TAPER
STA. 426+00
17BEGIN 15:1 TAPER
STA. 432+30
8’ MIN.
END 15:1 TAPER
STA. 433+50
20
TO PLANS IN PROPOSAL
INSTALL RWIS - REFERNOTE:
8’-0"
CONNECT TO EXISTING RAIL
GRI
D
GRI
D
cb
cb
NULL
NULL
NULL
pb
m hd
cb
cb
cb
NULL
NULL NULL
NULL
NULL
NULL
NULL
GEN09
MODEL
436 437 438 439 440 441 442 443 4443175’-10�"
24°58’34.72"
CONST. ¯
MC4P
(TYP.)
SLOPE LINE
rcp
15"
rcp
24"
rc
p
24" r
cp
18"
445 446 447 448 449 450 451 452 453
3175’-10�"
24°58’34.72"
CONST. ¯
MC4P
(TYP.)
SLOPE LINE
WIDENING (SEE DETAIL)
CONSTRUCT PAVEMENT
rcp
18"
rcp
18"
rcp
15"
6"cpp
rcp
15"
6"spp6
"spp
rcp
15"
bgr
15"r
cp
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 22
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 453
+50
MA
TC
HLI
NE,
ST
A. 4
44
+5
0M
AT
CH
LI
NE,
ST
A. 4
35
+5
0
MA
TC
HLI
NE,
ST
A.
44
4+
50
SCALE IN FEET
50 0 50 100
27
28
NH 101 Westbound
NH 101 Eastbound
29
3031NH 101 Westbound
NH 101 Eastbound
20
8’ MIN.
8’ MIN.
21
BEGIN 15:1 TAPER
STA. 444+88
BEGIN 15:1 TAPER
STA. 448+83
END 15:1 TAPER
STA. 452+08
20
GRI
D
GRI
D
pbpb
pb
di
di
cb
cb
cb
cb c
b
cb
cb
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULLNULL
NULLNULL
NULL
NULL
NULL
di
di
didi
di
di
cb
cb
cb
cbcb
cb
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
GEN10
MODEL
454 455 456 457 458459 460 461
462
3175’-10�"
24°58’34.72"
CONST. ¯
MC4P
(TYP.)
SLOPE LINE
WIDENING
CONSTRUCT PAVEMENT rcp15"
rcp15"
6"spp 6
"spp
12"??
6"spp
rcp
24"
rcp
24"
6"spp
15"rcp
rcp
15"
8"
"bridge
jersey barrier
jersey barrier
row of bridge pillars
row of bridge pillars
30"rcp
pillar
bridge
3’w
pillar
bridge
3’w
bgrbgr
rcp
30"
rcp
30"rcp
30"
6"spp 6
"sppr
cp
15"
6"spp 6
"spp
6"pvc6"spp
cmp
15"
cmp
15"
rcp
15"
8"
"bridge
w/overhead sign
conc sign base
7’x 2.5’
sign
overhead
sign
overhead
base w/
conc sign
7’x 2.5’
176/099
BR. NO.
463464
465
466 467 468 469 470 471
PC
462
+75.0
3
E= 41.98’
T= 981.79’
L= 1958.80’
R= 11459.16’
E= 1047498.4254
N= 167315.6712
P.I.=472+56.83
CURVE NO. 8
N.H. 101
CONST. ¯MC4P
(TYP.)
SLOPE LINE
rcp
30"rcp
30"
rcp
36"
rcp
15"
spp
6"
10"pvc
pvc
10"
pvc
10"
6"spp
pvc
10"
spp6"
rcp
15"
rcp
15"
rc
p
12"
rcp15"
6"spp
pvc
10"
pvc
10"
15"rcp
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 23
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A.
46
2+
50
MA
TC
HLI
NE,
ST
A. 453
+50
MA
TC
HLI
NE,
ST
A. 462
+50
MA
TC
HLI
NE,
ST
A. 471
+50
SCALE IN FEET
50 0 50 100
32
33
3435
NH 101 Westbound
NH 101 Eastbound
(Over)
South
Willo
w
Street
45
46
42
36 3738
39
43
4140
44 47
48
NH 101 Westbound
NH 101 Eastbound
22
23
24
25
27
26
BEGIN 15:1 TAPER
STA. 458+31
BEGIN 15:1 TAPER
STA. 456+80
END 15:1 TAPER
STA. 457+60
27
28
BEGIN 15:1 TAPER
STA. 468+55
END 15:1 TAPER
STA. 463+56
GRI
DG
RI
D
pb
pb
pb
di
di
di
cbcb
NULL
NULL
NULL
NULL
pb
m hd
m hd
di
di
di
di
cb
cb
cb
cb
cb
cb
cb
cb
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
NULL
GEN11
MODEL
472473 474 475 476 477 478 479
E= 41.98’
T= 981.79’
L= 1958.80’
R= 11459.16’
E= 1047498.4254
N= 167315.6712
P.I.=472+56.83
CURVE NO. 8
N.H. 101
CONST. ¯
MC4P
(TYP.)
SLOPE LINE
IMPACT PULL BOX
CONTRACTOR TO NOT
CONDUIT
UNDERGROUND CCTV
APPROX. LOCATION
MESSAGE SIGN
OVERHEAD DYNAMIC
APPROX. LOCATION
WIDENING (SEE DETAIL)
CONSTRUCT PAVEMENT
bgr
15"rcp
6"??
10"pvc
pvc
10"
pvc
10"
rcp
36"
rcp
36"
& bridge pillars
jersey barrier
& bridge pillars
jersey barrier 9"
"bridge
w/overhead sign
conc sign base
6.5’x 2.5’
176/106
BR. NO.
480 481 482 483 484 485 486 487
PT
482
+33.8
3
530’-0� "
15°10’56.3"
CONST. ¯
MC4P
(TYP.)
SLOPE LINELIMIT OF WORK
STA. 482+25WIDENING
CONSTRUCT PAVEMENT
& bridge pillarsjersey barrier
bgr
x-over
asph
vehicles"unauthorized"closed to
9""bridge
rcp15"
pvc
10"
rcp
15"
rcp1
5"
rc
p
30"
12"rcp
6"spp
15"rcp
12"rcp
rcp
18"
pvc10"
pvc
10"
6"spp
rcp
15"6"spp
6"spp
6"spp
10"pvc
rcp1
8"
6"spp 6"c
mp
6"spp
6"spp
6"spp rcp
15"rcp
15"
rcp
15"
rcp
18"
rcp
24"
rcp
15"
rcp
15"
vehicles"unauthorized"closed to
176/106
BR. NO.
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 24
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 479
+50
MA
TC
HLI
NE,
ST
A. 471
+50
MA
TC
HLI
NE,
ST
A. 479
+50
SCALE IN FEET
50 0 50 100
49
50
51
52
53
NH 101 Westbound
NH 101 Eastbound
(Over)
Huse Road
59
55
56
54
58
57
NH 101 Westbound
NH 101 Eastbound
(Over)
Huse
Road
28
29 30
32
31
33
END 15:1 TAPER
STA. 472+00
BEGIN 15:1 TAPER
STA. 472+31
END 15:1 TAPER
STA. 475+61
8’ MIN.
SLOPE LINE
LIMIT OF
31
33
34
GRI
D
GRI
D
NULL
NULL
NULL
NULL
GEN12
MODEL
500
501
502
503
504 505506
507
508
PC
502
+55.8
9
255’-10�
"
9°55’25.
08"
E= 135.42’
T= 591.70’
L= 1102.44’
R= 1225.00’
E= 1051873.3655
N= 168229.0758
P.I.=508+47.60
CURVE NO. 1
N.H. 101 EB RAMP
CONST. ¯
MC5P
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 500+50
curb
gran
slp
curb
gran
slppadcon
c
bgr
chevro
n
chevro
n
chevron
chevron
chevron
chevron
293 S
outh""mil
e 0.6
sign
dir
rcp12
"
12"rcp 12"c
mp
mixed woods
12"
Gas
8"
Gas
SIGN
& RESET
REMOVE
SIGN
& RESET
REMOVE
SIGN
& RESET
REMOVE
SIGN
& RESET
REMOVE
508
509
510
511
512 513514
515
516
517
PT
513
+58.3
3
393’-0� "318°21’37.22"
CONST. ¯MC5P
(TYP.)
SLOPE LINE
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 517+25
to Londonderry
chevro
n
chevron
& brush
mixed woods
raprip
rcp
24"
hdrmrm
bgr
boulders
(5) & brush
mixed woods
ledge
ledge
SIGN
& RESET
REMOVE
SIGN
& RESET
REMOVE
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 25
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 508
+00
MA
TC
HLI
NE,
ST
A. 508
+00
SCALE IN FEET
50 0 50 100
COHAS BROOK
to I-9
3 North
bound
NH 10
1 Ea
stbou
nd
Ram
p
to I-93 SouthboundNH 101 Eastbound Ram p
to I-93 Southboundto I-93 SouthboundNH 101 Eastb
ound Ram p
35
36
37
38
IN GAS LINE VICINITY
REQUIREMENTS PRIOR TO WORKING
SEE PROPOSAL FOR NOTIFICATION
CONNECT TO EXISTING RAIL
38
38
39
EXISTING RAIL
CONNECT TO
GRI
D
GRI
D
di
NULL
NULL
di
NU
LL
NU
LL
NU
LL
GEN13
MODEL
600
601
602
603
604
605
PC 600
+00.0
0
CONST. ¯
MC6P
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 602+50
slp gr
an cur
b
signno
U turn
chevronchevronsignmerge
chevron
isl
conc
rcp
30"
rcp
24"
12"
Gas
12"
Gas
8"
Gas
606
607
608
609610 611
612
613
E= 247.79’
T= 810.00’
L= 1425.00’
R= 1200.00’
E= 1051754.8804
N= 168592.0514
P.I.=608+10.00
CURVE NO. 1
I-93 SB RAMP
CONST. ¯
MC6P
(TYP.)
SLOPE LINE
chevron
chevron
chevron
chevron
rcp18" r
cp
24"
cmp
15"
brush
mixed woods
ledge
ledge
ledge
ledge ledge
wet ar
ea
hdr
mrm
cmp
15"
chevron
chevron
ledge
rocks &
scattered
SIGN
& RESET
REMOVE
RESET SIGN
REMOVE &
SIGN
& RESET
REMOVE
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 26
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 613
+50
MATC
HLI
NE, ST
A. 605+50
MA
TC
HLI
NE,
ST
A. 605
+50
SCALE IN FEET
50 0 50 100
NH 101 WestboundI-93 Northbound Ram p/
NH 10
1 Westb
ound
I-93 S
outh
bound
Ram
p/
I-93 Southbound Ram p
to NH 101 Westbound
40
IN GAS LINE VICINITY
PRIOR TO WORKING
NOTIFICATION REQUIREMENTS
SEE PROPOSAL FOR
40
IN
GA
S
LI
NE
VI
CI
NI
TY
PRI
OR
TO
WO
RKI
NG
NO
TI
FI
CA
TI
ON
RE
QUI
RE
ME
NT
S
SE
E
PR
OP
OS
AL
FO
R
GRI
D
GRID
NU
LL
NU
LL
GEN14
MODEL
622 623 624 625 626 627
PC
622
+59.0
2
834’-0� "
84°31’46.39"
E= 5.99’
T= 262.14’
L= 523.92’
R= 5729.58’
E= 1051936.5989
N= 170489.5285
P.I.=625+21.16
CURVE NO. 2
I-93 SB RAMP
CONST. ¯
MC6P
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 627+00
padconc
curbgranslp
curb
gran
slp
bgr
dir signisland
island
conc
pole
lightme
tal
poleli
ghtme
tal
& brush
mixed woods
bldr
birch
.6’c
166/124
BR. NO.
614 615 616 617 618 619 620 621
PT
614
+25.0
0
834’-0� "
84°31’46.39"
E= 247.79’
T= 810.00’
L= 1425.00’
R= 1200.00’
E= 1051754.8804
N= 168592.0514
P.I.=608+10.00
CURVE NO. 1
I-93 SB RAMP
CONST. ¯
MC6P
(TYP.)
SLOPE LINE
wet area 11-20-12
sign
curve
rcp
24"
rcp
24"
hole
sink
wet area hrdwd
.4’c ave
(5)
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 27
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 621
+50
MA
TC
HLI
NE,
ST
A. 613
+50
MA
TC
HLI
NE,
ST
A. 621
+50
SCALE IN FEET
50 0 50 100
I-93
Sout
hbound
Islan
d
Pon
d
Road
I-93 Southbound Ram p
to NH 101 Westbound
I-93 Southbound Ram p
to NH 101 Westbound
40
4142
EXISTING RAIL
CONNECT TO
40
GRID
GRID
post
post
pb
pb
pb
pb
m h
s
cb
cb
cb
NU
LL
NU
LL
NU
LL
NU
LL
NU
LL
NU
LL
dicb
NU
LL
NU
LL
NU
LL
NU
LL
GEN15
MODEL
700 701 702 703 704 705 706 707 708
960’-3�"
94°26’45.2"
CONST. ¯
MC7P
(TYP.)
SLOPE LINE
LIMIT OF WORK
STA. 704+34
cross over
asphalt
vehicles"
unauthorized
"closed to
11-29-12
wet area
rcp
15"
rcp1
8"
rc
p
24"
ca
ble"
optic
fiber
"buried
cable"
optic
fiber
"buried
vehicles"
unauthorized
"closed to
cmp
12"
sign
limit
speed
lighted
& brush
mixed woods
stockpile
boulderstockpile
boulder
cmp12"
spp
6"
pipe
6"
709 710 711 712 713 714 715
PC
709
+6
0.2
8
E= 3.44’
T= 280.80’
L= 561.49’
R= 11459.16’
E= 1051895.7833
N= 173325.6737
P.I.=712+41.08
CURVE NO. 1
I-93 SB/N.H. 101 WB
CONST. ¯
MC7P
(TYP.)
SLOPE LINE
END CONSTRUCTION
STA. 711+60
to Manchester
jersey barrier
no sign
2 posts
limit 55"
"speed
rcp
30"
rcp
30"
rcp
18"
rcp
24"
STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL
STATE OF NEW HAMPSHIRE
25481genplans 2825481 28
GENERAL PLANS
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
MA
TC
HLI
NE,
ST
A. 708
+5
0
MA
TC
HLI
NE,
ST
A. 708
+50
SCALE IN FEET
50 0 50 100
I-93 Southbound NH 101 Westbound
I-93 Northbound / NH 101 Eastbound
60I-93 Northbound / NH 101 Eastbound
I-93 Southbound NH 101 Westbound
43
44
14’
44
43
GRID
GRID