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SHEET NO. DESCRIPTION
INDEX OF SHEETS
OR AS ORDERED.
LEVELING COURSE TO THE RATES INDICATED ON THE PLANS
MODIFY SUPERELEVATION ON EXISTING CURVES BY THE USE OF A
WITHOUT FIRST MAKING PROVISIONS FOR RELOCATION.
NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED
OTHERWISE SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.
PERFORM ALL WORK WITHIN THE EXISTING RIGHT-OF-WAY, UNLESS
REMOVE UNPROTECTED PROJECT MARKERS (SUBSIDIARY).
1
2
3
4
5
6
7
8
WILL BE USED ON THIS PROJECT:
THE FOLLOWING GENERAL NOTES
GENERAL NOTES
EQUIPMENT, ESPECIALLY CRANES AND PILE DRIVING EQUIPMENT.
EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF
ON REGULAR POLES. THE CONTRACTOR IS ADVISED THAT
AND RUNNING ALONG THE ROAD THROUGHOUT THE PROJECT EVEN
THROUGHOUT THE PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS
HIGH TENSION OVERHEAD TRANSMISSION LINES ARE LOCATED
THE CONTRACT.
MARKERS ORDERED WILL BE PAID UNDER THE APPROPRIATE ITEMS OF
BE RESET (SUBSIDIARY). ADDITIONAL DELINEATORS AND WITNESS
DETERMINED BY THE ENGINEER TO BE IN ACCEPTABLE CONDITION SHALL
EXISTING DELINEATORS AND WITNESS MARKERS THAT ARE REMOVED AND
9
ELEVATIONS ARE REFERENCED TO NGVD 1929.
NAD83, 1986 ADJUSTMENT AND THE BEARINGS ARE GRID.
COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF
FIELD NOTES CAN BE FOUND IN THE FIELD BOOK(S) .
SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE
SUBSIDIARY TO THE APPROPRIATE 203 ITEMS.
INCLUDED IN THE QUANTITY SUMMARIES, AND ARE CONSIDERED
AS SHOWN ON THE TYPICALS HAVE NOT BEEN CALCULATED AND ARE NOT
QUANTITIES FOR EMBANKMENT AND EXCAVATION FOR SLOPE ROUNDINGS
DATED 2010 (A BOUND BOOK).
FOR STANDARD PLANS, SEE "STANDARD PLANS FOR ROAD CONSTRUCTION"
REVISION DATE
11-21-14
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
29024
DGN
index_sheet
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
2 13
AND GENERAL NOTES
INDEX OF SHEETS
7-13 GENERAL PLANS
ROADWAY PLANS
COLLAR DETAILS 6
SUMMARY OF QUANTITIES 5
3,4 STANDARD SYMBOLS
2 INDEX OF SHEETS AND GENERAL NOTES
1 TITLE PAGE
1 2 4 5 6
index_sheet.dgn Default 4/23/2016 5:49:45 PM “n70sbn”
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
REVISION DATE
11-21-2014
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
29024
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
3 13
STANDARD SYMBOLS
stdsymb1_2.dgn Default 4/11/2016 6:02:54 PM “n70sbn”
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
OVERHEAD ELECTRIC
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
REVISION DATE
11-21-2014
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
29024
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
4 13
STANDARD SYMBOLS
stdsymb1_2.dgn Default 4/11/2016 6:03:30 PM “n70sbn”
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
29024
DGN
29024sum
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION
5
13
MA
RC
H 2016
MA
RC
H 2016
S.
NE
WS
OM
SUMMARY OF QUANTITIESTHIS INFORMATION IS FOR BIDDING PURPOSES ONLY
SUMMARY OF QUANTITIES
D.
SMIT
H
BUREAU OF TURNPIKES
29024sum.dgn Default 4/23/2016 5:58:11 PM “n70sbn”
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
29024
DGN
Collar-Ditch Detail
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION
13
MA
RC
H 2016
S.
NE
WS
OM
D.
SMIT
HM
AR
CH 2016
SIDE VIEW FRONT SECTION
PROPOSED RCPEXISTING RCP
TOP WIDTH 18"
AROUND PIPEAT LEAST 6" AROUND PIPE
AT LEAST 6"
NTS
CLEAR COVEREACH FACE, 3"#5 BARS 12" O.C.ITEM 544.01
CLEAR COVER#5 BARS, 3"ITEM 544.01
CONCRETE CLASS AITEM 520.1
6
BUREAU OF TURNPIKES
CONCRETE CLASS AAITEM 520.01
COLLAR DETAIL
CONCRETE
TO LAST SECTION AT OUTLET
OF PIPE AND 2ND SECTION
7B IN BETWEEN LAST SECTION
CONSTRUCT AT LOCATION
Collar-Ditch Detail.dgn Default 4/23/2016 6:03:23 PM “n70sbn”
2
3
4
5 DRAINAGE NOTE MM 7.8
DRAINAGE NOTE MM 7.8
DRAINAGE NOTE MM 7.8
DRAINAGE NOTE MM 7.8
TE
H
STATE OF NEW
HA
MPS
HI
RE
DE
PA
RT
ME
NT OF TRANSP
OR
T
ATI
ON
GRI
D
SCALE IN FEET
50 0 50 100
N.
SO
UT
HW
OO
D
DR.
SO
UT
HW
OO
D
DR.
SOMERSET PKWY.
SOMERSET PKWY.
OF PROPOSED CONSTRUCTION.
ALL ELEMENTS OF THIS FACILITY FOR PURPOSES
CONTRACTOR WILL BE REQUIRED TO FIELD VERIFY
BE USED FOR INFORMATIONAL PURPOSES ONLY.
PLANS AND AERIAL PHOTOGRAPHY. IT SHOULD
EXISTING DETAIL WAS TRACED FROM AS-BUILT
NOTES:
1 DRAINAGE NOTE MM 7.8
DRAINAGE NOTE MM 7.812
NASHUA MM 7.8
LOCATION #1-5 & 12
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
29024
DGN
29024genplans
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES
7 13
GENERAL PLANS
- S.
NE
WS
OM
D.
SMI
TH
- MA
RC
H
20
16
MA
RC
H
20
16
USING WATER DIVERSION ITEM - 503.102
SPIN CAST ONE PIPE AT A TIME,2.
EXISTING 70" X 50" CMP
CONCRETE LINER FOR TWIN 147'
CAST CENTRIFUGALCONSTRUCT SPIN1.
USING WATER DIVERSION ITEM - 503.101
SPIN CAST ONE PIPE AT A TIME,2.
EXISTING 62" X 43" CMP
CONCRETE LINER FOR TWIN 76.2'
CAST CENTRIFUGALCONSTRUCT SPIN1.
AND FABRIC
(6' X 5' X 1')C AT OULET
ITEM 585.3 CONST. CLASS2.
ITEM 503.104
USING WATER DIVERSION
EXISTING 52" CMP,
CONCRETE LINER FOR 210.7'
CAST CENTRIFUGAL
CONSTRUCT SPIN1.
AND FABRIC
C AT OUTLET (10' X 5' X 1')
ITEM 585.3 CONST. CLASS4.
POLYETHYLENE END SECTION
ITEM 603.33212 CONST. CORR.3.
SLOPE PIPE
CORR. POLYETHYLENE PIPE FOR12"
ITEM 603.44212 CONST. 57 FT -2.
ITEM 202.41 REMOVE 57 FT OF PIPE1.
(14' X 17' X 1') AND FABRIC
ITEM 585.3 CONST. CLASS C AT OUTLET3.
CONSTRUCT PC-7 HEADWALL ON INLET2.
CMP, USING WATER DIVERSION ITEM 503.103
LINER FOR 173.4' EXISTING 63" X 43"
CONSTRUCT SPIN CAST CENTRIFUGAL CONCRETE1.
AND FABRIC
(10' X 5' X 1')AT OUTLET
ITEM 585.3 CONST. CLASS C4.
POLYETHYLENE END SECTION
ITEM 603.33212 CONST. CORR.3.
FOR SLOPE PIPE
- 12" CORR. POLYETHYLENE PIPE
ITEM 603.44212 CONST. 55 FT2.
PIPE
ITEM 202.41 REMOVE 55 FT OF1.cb
cb
cb
29024genplans.dgn Location 2-5 4/23/2016 6:05:13 PM “n70sbn”
DRAINAGE NOTE MM 19.3
DRAINAGE NOTE MM 19.3
6AT
EH
ST
AT
E
OF
NE
W
HA
M
PSHIRE
DEPART
M
EN
T
OF
TR
AN
SP
O
RT
ATION
GRID
INLET
OUTLET
SCALE IN FEET
20 0 4020
SCALE IN FEET
50 0 50 100
NB OFF RAMP
SB ON RAMP
TO MERRIMACK
F.E. EVERETT SB
TO MANCHESTER
F.E. EVERETT NB
ACCESS ROADITEM 670.0481
FOR ACCESS ROAD
USE SLOPE PIPE
RCP 2000D PIPE SECTION.
ITEM 603.00272 - CONST. 8' X 72"5.
ITEM 206.2 REMOVE EXISTING HEADWALL4.
8'X 72" RCP 2000D PIPE SECTION.
ITEM 202.42 - REMOVE EXISTING3.
CONST. ITEM 503.201 COFFERDAM2.
ITEM 503.105 WATER DIVERSION STRUCTURE1.
OF PROPOSED CONSTRUCTION.
FACILITY FOR PURPOSES
ALL ELEMENTS OF THIS
REQUIRED TO FIELD VERIFY
CONTRACTOR WILL BE
PURPOSES ONLY.
BE USED FOR INFORMATIONAL
PHOTOGRAPHY. IT SHOULD
PLANS AND AERIAL
TRACED FROM AS-BUILT
EXISTING DETAIL WAS
NOTES:
2 SECTIONS AT INLET
7. ITEM 602.0005 REPAIRING AND PARGINg PIPES,
AND FABRIC
HEADWALL WITH CLASS B STONE
STABLIZE SLOPE BEHIND6.
(FOR 72" RCP, STANDARD)
CONST. PC-7 HEADWALL5.
RCP 2000D PIPE SECTION.
ITEM 603.00272 - CONST. 8' X 72"4.
ITEM 206.2 REMOVE EXISTING HEADWALL3.
8' X 72" RCP 200D PIPE SECTION.
REMOVE EXISTINGITEM 202.42 - 2.
ITEM 503.105 WATER DIVERSION STRUCTURE1.
6B & 13
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
29024
DGN
29024genplans
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES
8 13
GENERAL PLANS
- S.
NE
WS
OM
D.
SMI
TH
- MA
RC
H
20
16
MA
RC
H
20
16
BEDFORD MM 19.3
LOCATION # 6 & 13
OUTLET (10 X 35' X 2') WITH FABRIC
ITEM 585.2 - CONST. CLASS B AT8.
AND FABRIC
HEADWALL WITH CLASS B STONE
7. STABLIZE SLOPE BEHIND
& 12" CORR. POLY PIPE)
(FOR 72" RCP, STANDARD
CONST. PC-7 HEADWALL6.
FOR SLOPE PIPE
CORR. POLYETHYLENE PIPE
65 FT - 12"ITEM 603.44212 CONST.10.
ITEM 202.41 REMOVE 65 FT OF PIPE9.
MM
1
9
2
cb
cb
29024genplans.dgn Location 6 4/23/2016 6:11:58 PM “n70sbn”
BEDFORD MM 4.6
LOCATION # 7DRAINAGE NOTE MM 4.6
DRAINAGE NOTE MM 4.67B
TEH
ST
AT
E
OF
NE
W
HA
M
PSHIRE
DEPART
M
EN
T
OF
TR
AN
SP
O
RT
ATION
GRID
INLET
OUTLET
7A
SCALE IN FEET
20 0 4020
SCALE IN FEET
50 0 50 100
ACCESS ROAD
ITEM 670.0482
ACCESS ROAD
ITEM 670.0483
TO MANCHESTER
F.E. EVERETT NB
TO MERRIMACK
F.E. EVERETT SB
OF PROPOSED CONSTRUCTION.
THIS FACILITY FOR PURPOSES
FIELD VERIFY ALL ELEMENTS OF
CONTRACTOR WILL BE REQUIRED TO
FOR INFORMATIONAL PURPOSES ONLY.
PHOTOGRAPHY. IT SHOULD BE USED
AS-BUILT PLANS AND AERIAL
EXISTING DETAIL WAS TRACED FROM
NOTES:
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
29024
DGN
29024genplans
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES
9 13
GENERAL PLANS
- S.
NE
WS
OM
D.
SMI
TH
- MA
RC
H
20
16
MA
RC
H
20
16
(7 X 10 X 2') ND FABRIC
ITEM 585.2 CONST. LASS B AT INLET6.
(FOR 48" RCP, MODIFIED)
CONST. PC-3 HEADWALL5.
RCP 2000D PIPE SECTION.
ITEM 603.00248 - CONST. 8' X 48"4.
ITEM 206.2 REMOVE EXISTING HEADWALL3.
8' X 48" RCP 200D PIPE SECTION.
ITEM 202.42 - REMOVE EXISTING2.
STRUCTURE
ITEM 503.106 WATER DIVERSION1.
CONSTRUCT CONCRETE COLLAR PER DETAIL7.
(20 X 10 X 2') AND FABRIC
ITEM 585.2 CONST. CLASS B AT OUTLET6.
AND FABRIC
HEADWALL WITH CLASS B STONE
STABLIZE SLOPE BEHIND7.
(FOR 48" RCP, STANDARD)
CONST. PC-7 HEADWALL5.
RCP 2000D PIPE SECTION.
ITEM 603.00248 - CONST. 16' X 48"4.
ITEM 206.2 REMOVE EXISTING HEADWALL3.
16' X 48" RCP 200D PIPE SECTION.
ITEM 202.42 - REMOVE EXISTING2.
STRUCTURE
ITEM 503.106 WATER DIVERSION1.
MM
0
4
6
29024genplans.dgn Location 7 4/23/2016 6:57:24 PM “n70sbn”
HOOKSETT MM 30.2
LOCATIONS # 8 & 9
DRAINAGE NOTE MM 30.2
DRAINAGE NOTE MM 30.2
9
8
TE
H
ST
AT
E
OF
NE
W
H
AMPSHIRE
DEPARTM
EN
T
OF
TR
AN
SP
OR
T
ATION
GRID
LOCATION #8
LOCATION #9
SCALE IN FEET
20 0 4020
SCALE IN FEET
50 0 50 100
AND FABRIC
CLASS C AT INLET (22 X 10 X 1')
ITEM 585.3 CONST. STONE FILL6.
(FOR 48" RCP, MODIFIED)
CONST. PC-3 HEADWALL5.
RCP 2000D PIPE SECTION.
ITEM 603.00248 - CONST. 8' X 48"4.
ITEM 206.2 REMOVE EXISTING HEADWALL3.
8' X 48" RCP 200D PIPE SECTION.
ITEM 202.42 - REMOVE EXISTING2.
STRUCTURE
ITEM 503.108 WATER DIVERSION1.
TO BOW
I-93 NB
TO MANCHESTER
I-93 SB
OF PROPOSED CONSTRUCTION.
THIS FACILITY FOR PURPOSES
FIELD VERIFY ALL ELEMENTS OF
CONTRACTOR WILL BE REQUIRED TO
FOR INFORMATIONAL PURPOSES ONLY.
PHOTOGRAPHY. IT SHOULD BE USED
AS-BUILT PLANS AND AERIAL
EXISTING DETAIL WAS TRACED FROM
NOTES:
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
29024
DGN
29024genplans
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES
10 13
GENERAL PLANS
- S.
NE
WS
OM
D.
SMI
TH
- MA
RC
H 2
01
6
MA
RC
H 2
01
6
STRUCTRE EXCAVATION)
(PAID AS ITEM 206.1 - COMMON
PLACE TURF ESTABLISHMENT
REMOVE CMP SLUICE WAY AND7.
AND FABRIC
CLASS C AT INLET (15 X 10 X 1')
ITEM 585.3 CONST. STONE FILL6.
(FOR 48" RCP, STANDARD)
CONST. PC-7 HEADWALL5.
RCP 2000D PIPE SECTION.
ITEM 603.00248 - CONST. 8' X 48"4.
ITEM 206.2 REMOVE EXISTING HEADWALL3.
8' X 48" RCP 200D PIPE SECTION.
ITEM 202.42 - REMOVE EXISTING2.
STRUCTURE
ITEM 503.107 WATER DIVERSION1.
MM
3
0
2
cb
cb
29024genplans.dgn Location 8-9 4/23/2016 6:37:05 PM “n70sbn”
10
TE
H
S
TA
TE
OF
NE
W
HA
MPSHIRE
DEPARTM
E
NT
OF
TR
AN
SP
OR
TA
TION
GRID
SCALE IN FEET
20 0 4020
SCALE IN FEET
50 0 50 100
OUTLET
INLET
TO BOW
I-93 NB
TO MANCHESTER
I-93 SB
ACCESS ROAD
ITEM 670.0485
14
BOW MM 30.6 - 30.8
LOCATION # 10 & 14
TO HOOKSETT
I-93 SB
TO CONCORD
I-93 NB
OF PROPOSED CONSTRUCTION.
THIS FACILITY FOR PURPOSES
FIELD VERIFY ALL ELEMENTS OF
CONTRACTOR WILL BE REQUIRED TO
FOR INFORMATIONAL PURPOSES ONLY.
PHOTOGRAPHY. IT SHOULD BE USED
AS-BUILT PLANS AND AERIAL
EXISTING DETAIL WAS TRACED FROM
NOTES:
DRAINAGE NOTE MM 30.8
DRAINAGE NOTE MM 30.6
ACCESS ROAD
ITEM 670.0484
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
29024
DGN
29024genplans
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES
11 13
GENERAL PLANS
- S.
NE
WS
OM
D.
SMI
TH
- MA
RC
H
20
16
MA
RC
H
20
16
CONTROLLED DENSITY FILL CONCRETE
7. ITEM 603.001 CONST. 20.4 CY
AND FABRIC
CLASS B AT OUTLET (6 X 25 X 2')
6. ITEM 585.2 CONST. STONE FILL
LINER FOR 36" RCP
ITEM 602.20362 POLYETHYLENE PIPE4.
HEADWALL
STONE MASONRY REMORTAR EXISTING
ITEM 571.1 REPAIRING AND POINTING2.
STRUCTURE
ITEM 503.109 WATER DIVERSION1.
AND FABRIC
CLASS B AT OUTLET (80 X 10 X 2')
ITEM 585.2 CONST. STONE FILL5.
AND FABRIC
CLASS B AT OUTLET (15 X 15 X 4')
ITEM 585.2 CONST. STONE FILL4.
POLYETHYLENE END SECTION
ITEM 603.33215 CONST. CORR.3.
FOR SLOPE PIPE
15" CORR. POLYETHYLENE PIPE
ITEM 603.44215 CONST.145 FT -2.
PIPE
ITEM 202.41 REMOVE 145 FT OF SLOPE1.
MM
3
0
8
29024genplans.dgn Location 10 4/23/2016 6:38:44 PM “n70sbn”
DRAINAGE NOTE MM 36.3
TEH
ST
AT
E
OF
NE
W
HA
M
PSHIRE
DEPART
M
EN
T
OF
TR
AN
SP
O
RT
ATION
GRID
INLET
OUTLET
SCALE IN FEET
20 0 4020SCALE IN FEET
50 0 50 100
11A
DRAINAGE NOTE MM 36.3
TO
CA
NT
ER
BU
RY
I-93
NB
TO
BO
WI-93
SB
OF PROPOSED CONSTRUCTION.
THIS FACILITY FOR PURPOSES
FIELD VERIFY ALL ELEMENTS OF
CONTRACTOR WILL BE REQUIRED TO
FOR INFORMATIONAL PURPOSES ONLY.
PHOTOGRAPHY. IT SHOULD BE USED
AS-BUILT PLANS AND AERIAL
EXISTING DETAIL WAS TRACED FROM
NOTES:
11B & 15 CONCORD MM 36.3
LOCATION # 11 & 15
FOR ACCESS ROAD
USE SLOPE PIPE
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
29024
DGN
29024genplans
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES
12 13
GENERAL PLANS
- S.
NE
WS
OM
D.
SMI
TH
- MA
RC
H
20
16
MA
RC
H
20
16
ACCESS ROAD
USE EXISTING
WILL BE RESTORED TO NATURAL CONDITION
AREAS OF TEMPORARY IMPACT ON BANK8.
CONSTRUCTION)
FOR INSTALLATION DURING HEADWALL
BEAVER DECIEVER (CONTACT USDA7.
CONST.6.
ITEM 203.601 EMBANKMENT-IN-PLACE5.
(12' X 4' X 2') WITH FABRIC
5. ITEM 585.2 - CONST. CLASS B AT INLET
(FOR 48" RCP, STANDARD)
CONST. PC-7 HEADWALL4.
RCP 2000D PIPE SECTION.
ITEM 603.00248 - CONST. 8' X 48"3.
CONST. ITEM 503.202 COFFERDAM2.
STRUCTURE
ITEM 503.110 WATER DIVERSION1.
POLYETHYLENE END SECTION
ITEM 603.33212 CONST. CORR.9.
CORR. POLYETHYLENE PIPE FOR SLOPE PIPE
ITEM 603.44212 CONST. 75 FT - 12"8.
7. ITEM 202.41 REMOVE 75 FT OF PIPE
HEADWALL TO ORIGINAL CONDITIONS
STABLIZE SLOPE BEHIND6.
ITEM 603.30148 CONST. CONCRETE END SECTION
REMOVE EXISTING END SECTION AND5.
RCP 2000D PIPE SECTION.
ITEM 603.00248 - CONST. 16' X 48"4.
16' X 48" RCP 200D PIPE SECTION.
ITEM 202.42 - REMOVE EXISTING3.
CONST. ITEM 503.203 COFFERDAM2.
STRUCTURE
ITEM 503.110 WATER DIVERSION1.
MM
3
0
8
cb
cb
29024genplans.dgn Location 11 4/23/2016 6:56:08 PM “n70sbn”
TEH
ST
AT
E
OF
NE
W
HA
M
PSHIRE
DEPART
M
EN
T
OF
TR
AN
SP
O
RT
ATION
GRID
SCALE IN FEET
20 0 4020SCALE IN FEET
50 0 50 100
DRAINAGE NOTE MM 36.5
DRAINAGE NOTE MM 36.5
DRAINAGE NOTE MM 36.5
TO CANTERBURY
I-93 NB
TO BOW
I-93 SB
OF PROPOSED CONSTRUCTION.
THIS FACILITY FOR PURPOSES
FIELD VERIFY ALL ELEMENTS OF
CONTRACTOR WILL BE REQUIRED TO
FOR INFORMATIONAL PURPOSES ONLY.
PHOTOGRAPHY. IT SHOULD BE USED
AS-BUILT PLANS AND AERIAL
EXISTING DETAIL WAS TRACED FROM
NOTES:
16
17
18
CONCORD MM 36.5
LOCATION # 16-18
FOR ACCESS ROAD
USE SLOPE PIPEFOR ACCESS ROAD
USE SLOPE PIPE
FOR ACCESS ROAD
USE SLOPE PIPE
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
29024
DGN
29024genplans
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES
13 13
GENERAL PLANS
- S.
NE
WS
OM
D.
SMI
TH
- MA
RC
H
20
16
MA
RC
H
20
16
(10' X 5' X 1') AND FABRICOUTLET
ITEM 585.3 CONST. CLASS C AT5.
POLYETHYLENE END SECTION
ITEM 603.33212 CONST. CORR.4.
SLOPE PIPE
CORR. POLYETHYLENE PIPE FOR
ITEM 603.44212 CONST. 60 FT - 12"3.
ITEM 202.41 REMOVE 60 FT OF PIPE2.
12" PIPE, 65' UNDER ROADWAY ONLY
ITEM 602.62112 PVC FOLDED LINER FOR1.
OUTLET (10' X 5' X 1') AND FABRIC
CLASS C ATITEM 585.3 CONST. 5.
POLYETHYLENE END SECTION
ITEM 603.33212 CONST. CORR.4.
SLOPE PIPE
CORR. POLYETHYLENE PIPE FOR
ITEM 603.44212 CONST. 56 FT - 12"3.
ITEM 202.41 REMOVE 56 FT OF PIPE2.
12" PIPE, 63' UNDER ROADWAY ONLY
ITEM 602.62112 PVC FOLDED LINER FOR1.
OUTLET (10' X 5' X 1') AND FABRIC
ITEM 585.3 CONST. CLASS C AT5.
POLYETHYLENE END SECTION
ITEM 603.33212 CONST. CORR.4.
SLOPE PIPE
CORR. POLYETHYLENE PIPE FOR
ITEM 603.44212 CONST. 50 FT - 12"3.
ITEM 202.41 REMOVE 50 FT OF PIPE2.
12" PIPE, 58' UNDER ROADWAY ONLY
ITEM 602.62112 PVC FOLDED LINER FOR1.
cbcbcb
29024genplans.dgn Location 12 4/23/2016 6:55:23 PM “n70sbn”
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