SHEET NO. DESCRIPTIONgis.dot.nh.gov/plan/27690.POP.pdf · 4 black on white r3-18 combination u-turn...
Transcript of SHEET NO. DESCRIPTIONgis.dot.nh.gov/plan/27690.POP.pdf · 4 black on white r3-18 combination u-turn...
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
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
STANDARDPLANS/INDEX.HTM.
AT: WWW.NH.GOV/DOT/ORG/PROJECTDEVELOPMENT/HIGHWAYDESIGN/
FOR STANDARD PLANS, SEE DEPARTMENT OF TRANSPORTATION WEBSITE
REVISION DATE
9-1-2016
ELEVATIONS ARE REFERENCED TO NAVD 1929.
NAD83, 2011 ADJUSTMENT AND THE BEARINGS ARE GRID.
COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF
FIELD NOTES CAN BE FOUND IN THE FIELD BOOK(S) 13450.
SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE
1 4 5 6 7 8
2 34
2 9
17-34 BRIDGE NUMBER 192/106
BRIDGE PLANS
16 SIGN TEXT LAYOUT PLAN
15 SIGNAL PLAN
9-14 TRAFFIC CONTROL PLANS
7-8 GENERAL PLANS
ROADWAY PLANS
6 SUMMARY OF QUANTITIES
5 TYPICAL SECTIONS OF IMPROVEMENT
3,4 STANDARD SYMBOLS
2 INDEX OF SHEETS AND GENERAL NOTES
1 TITLE PAGE
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
27690
DGN
27690ind.dgn
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
AND GENERAL NOTES
INDEX OF SHEETS
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 3 34
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
27690
DGN
27690sym1_2.dgn
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
STANDARD SYMBOLS
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
OVERHEAD WIRE
(label type)
REVISION DATE
9-1-2016 4 34
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
27690
DGN
27690sym1_2.dgn
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
STANDARD SYMBOLS
SHLDR
2'-0"
CONSTRUCT MEDIAN (SEE DETAIL THIS SHEET)
VARIES
6" SHLDR
MEDIAN
4'-0"
VARIES
2.0%
2%
NOT TO SCALE
2.0%
SIDEWALK (F)
6" CONCRETE
ITEM 608.26 -
4'-0"
STA 108+38 TO STA 111+37
CONCRETE MEDIAN ISLAND DETAIL
SLOPE CURB 6" HIGH(TYP.)
ITEM 609.216 - STRAIGHT GRANITE
TOP OF ROADWAY
SEE BRIDGE SHEETS
BRIDGE RAIL T3
1-•" WEARING COURSE, 0.085 TONS/SY
ITEM 403.119 - HOT BITUMINOUS PAVEMENT, MACHINE METHOD, HIGH STRENGTH
(COARSE GRADATION)(F)
ITEM 304.5 - CRUSHED STONE
(FINE GRADATION)(F) (8" DEEP)
ITEM 304.4 - CRUSHED STONE
NOT TO SCALE
TYPICAL ROADWAY PATCH
ITEM 304.4 - CR. STONE (FINE)(F) (6" DEEP)
BRIDGE SHEETS
EXCAVATION SEE
LIMIT OF
SEE BRIDGE SHEETS
CONCRETE MOMENT SLAB
PROPOSED PRECAST
(5-•") BINDER COURSE, 0.312 TONS/SY (2 LIFTS)
MACHINE METHOD, 5-•" NOMINAL
ITEM 403.11 - HOT BITUMINOUS PAVEMENT,
(1-•") WEARING COURSE, 0.085 TONS/SY
MACHINE METHOD, HIGH STRENGTH 1-•" NOMINAL
ITEM 403.119 - HOT BITUMINOUS PAVEMENT,
1•
"
NOT TO SCALE
U.S. ROUTE 1 BYPASS
GUARDRAIL
FACE OF
SHOULDER
5'-7"
SB TRAVEL LANE
11'-0"
SB TRAVEL LANE
11'-0"
SB TURN LANE
11'-0"
NB TRAVEL LANE
12'-0"
NB TRAVEL LANE
12'-0"
SHOULDER
5'-3"
1•
"
GUARDRAIL
FACE OF
ROUTE 1 BYPASS >
ITEM 417.- COLD PLANNING BITUMINOUS SURFACES - 1-•" DEPTH
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
27690
DGN
27690ty01.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
5 34
TYPICAL SECTION
U.S. ROUTE 1 BYPASS
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
WITH 8" OFFSET BLOCK (STEEL POST)
ITEM 606.18001 - 31" W-BEAM GUARDRAIL
STA 107+39 TO STA 111+42
MATCH EXISTING MATCH EXISTING MATCH EXISTINGMATCH EXISTING
MULCH AND TACKIFIERS
ESTABLISHMENT WITH
ITEM 646.31 - TURF
ITEM 647.1 - HUMUS
MULCH AND TACKIFIERS
ESTABLISHMENT WITH
ITEM 646.31 - TURF
ITEM 647.1 - HUMUS
INVASIVE SPECIES CONTROL TYPE I
INVASIVE SPECIES CONTROL TYPE II
REMOVAL OF GUARDRAIL
COMMON EXCAVATION
GUARDRAIL EAGRT OFFSET PLATFORM ALTERNATE, TL 2
FINE GRADING
BEAM GUARDRAIL (TERMINAL UNIT TYPE EAGRT, TL 2) (STEEL POST)
31" W-BEAM GUARDRAIL WITH 8" OFFSET BLOCK (STEEL POST)
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE
TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 2
6" CONCRETE SIDEWALK (F)
STRAIGHT GRANITE CURB
STRAIGHT GRANITE SLOPE CURB 6" HIGH
RELOCATING TRAFFIC SIGN, TYPE C
SUBTOTAL RELOCATING TRAFFIC SIGN TYPE CC
ROUNDING ALTERATIONS TO TRAFFIC SIGNALS
ALTERATIONS TO TRAFFIC SIGNALS
TOTAL UNIFORMED OFFICERS WITH VEHICLE
FLAGGERS
MAINTENANCE OF TRAFFIC
PORTABLE CHANGEABLE MESSAGE SIGN
RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR
SINGLE DELINEATOR WITH POST
ITEM NO. DOUBLE DELINEATOR WITH POST
SAWED BITUMINOUS PAVEMENT
SILT FENCE
STORM WATER POLLUTION PREVENTION PLAN
MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS
TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS
HUMUS
TEMPORARY PORTABLE LIGHTING
MOBILIZATION
FIELD OFFICE TYPE B
MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL
FUEL ADJUSTMENT
SUBTOTAL
ROUNDING
TOTAL
McFARLAND FILE NAME STATE PROJECT NO. SHEET NO. TOTAL SHEETS
THIS INFORMATION IS FOR BIDDING PURPOSES ONLY JOHNSON
BLACK ON FLUORESCENT ORANGE
R3-8(34)a Lane Use (thru/only and thru/right) 3x2.5 7.5 1 7.5 2
4 BLACK ON WHITE
R3-18 COMBINATION U-TURN & LEFT PROHIBITED 2.5X2.5 6.25 2 12.5 4
R2-1(20) SPEED LIMIT 20 2X2.5 5 2 10
BLACK ON FLUORESCENT ORANGE
G20-5aP WORK ZONE (plaque) 2X1.5 3 2 6 4 FLUORESCENT ORANGE
FLUORESCENT ORANGE
R4-9 STAY IN LANE 2X2.5 5 1 5 2
2 FLUORESCENT ORANGE
W24-1aL two lane reverse curve 4X4 16 1 16 2
W20-1e ROAD WORK 1/2 MILE 4X4 16 1 16
W20-1c ROAD WORK 1000 FT 4X4 16 1 16 2 FLUORESCENT ORANGE
FLUORESCENT ORANGE
R50-1 NH LAW WORK ZONE 4X6 24 2 48 4
10
W20-1b ROAD WORK 500 FT 4X4 16 4 64 8
S.F. NO. REQ.
TOTAL
AREA
PERMANENT CONSTRUCTION SIGNS AND WARNING DEVICES
G20-2a END ROAD WORK 2X4 8 5 40
7
608.26
615.064
609.216
1
290
SF
56.3
56.382.6
88
Final Markings
Phase 1
Phase 2
INCIDENTAL ITEMS
48
UNIT
140
18.52
SOUTHBOUND
304.4
U
SURFACING MATERIALS
HOT BITUMINOUS
PAVEMENT,
MACHINE METHOD,
HIGH STRENGTH
37
22
SY
286.58
1.3
67.0 3352
1.4 609.01
600LF
13
200
$
615.034 U
203.1
U
LF
606.9522
606.18001
606.41741
1214.
606.417 LF 60
LF
U
130
LOCATION
5
616.192 U
616.191 U
618.7
U
606.1255
1,362.0
LF
74.0
196 23 22,500
1U
LF
PREFORMED
RETROREFLECTIVE
TAPE, TYPE I
(REMOVABLE)
SYMBOL OR WORD
136.01,860.0
41.3
SF
41.3
1,360.0
2,380.3
0.0
39.3
5,700 5,200
0.7
57
97.8
74.0 5,102.3
40
0.7
1,362.0 39.3
TOTAL
U
632.3118
RETROREFLECT.
THERMOPLAS.
PAVEMENT
MARKING, SYMBOL
OR WORD
632.92
OBLITERATE
PAVEMENT
MARKING, SYMBOL
OR WORD
ITEM NO.
203.55552
632.911
OBLITERATE PAVE.
MARKING LINE, 12"
WIDE & UNDER
632.0104 632.32632.12
72
202.7
0
2.01
5,648 31.2
286.58
88
FINAL OVERLAY
85 50.91
2.01
417.
TEMPORARY
BITUMINOUS
PAVEMENT
COLD PLANING
BITUMINOUS
SURFACES
610 31.2
SY
1,382.0
917.0
CY
1.7
TON
403.119
CRUSHED STONE
(COARSE
GRADATION) (F)
ASPHALT
EMULSION FOR
TACK COAT
403.99 410.22403.6
MEDIAN
28
LOCATION
304.399
TEMPORARY
CRUSHED GRAVEL
UNIT
CRUSHED STONE
(FINE GRADATION)
(F)
CY
403.11
HOT BITUMINOUS
PAVEMENT,
MACHINE METHOD
ITEM NO. 304.5
DESCRIPTION
NORTHBOUND 111
619.1
97.8
7483
27690
The estimated quantities of "Permanent Controls" are hereby listed. The Contractor is responsible for all "Operational Controls" required under section 619 of the NHDOT Specifications and the Manual on
Uniform Traffic Control Devices (MUTCD), Part VI.
(INCLUDED IN ITEM NO. 619.1)
POSTSSIGN NO. DESCRIPTION SIZE (ft)
403.12
2,739
SUMMARY SHEETS.XLS 34
PORTABLE
SIGN
SUPPORTS REMARKS
20,000
618.61
3,352
HR
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
SUMMARY OF QUANTITIES
TON
66.50
6
619.25
200
1
200
$699.
UNIT
120
0
71196 117.41
SFLF LF
RETROREFLECT.
THERMOPLAS.
PAVE. MARKING,
18" LINE
PAVEMENT MARKINGS
RETROREFLECTIVE
PAINT PAVE.
MARKING, 4" LINE 80
140
0.4
14
5,000
2.59 0.8
870
HR 300
1
5,700 3,40032
15
15
8
SY
SY
U
2
CY 31
4
140
2
2
1
698.12
1
4
2
1010.15
645.71
646.31
LF
U
CY
U
MON
SY
$
5,602.3
0.4
ITEM DESCRIPTION
2,380.3
22
0.473
22
621.32
628.2
621.2
621.31
632.1104
CY GAL
HOT BITUMINOUS
PAVEMENT, HAND
METHOD
PAVEMENT JOINT
ADHESIVE
LF
TON LF TON
PREFORMED
RETROREFLECTIVE
TAPE, TYPE I
(REMOVABLE) 4"
LINE
LF
201.881
201.882
645.531
523.42
22.53
136.0
25
670.104 U
645.7
LF
647.1
692.
4.0
EA
EA
EA
140
SCALE IN FEET
20 0 4020
GRID
SE
E
GE
NE
RA
L
PL
AN
2
MA
TC
HLI
NE
ST
A. 1
10
+5
0.
00
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
27690
DGN
27690genplns
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
7 34
GENERAL PLAN 1
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
AP
PR
OX.
EXI
ST.
R.
O.
W.
10' UTIL. EASE.
TO 119
70' ACCESS EASE.
SEARAY REALTY, LLC
121
SEARAY REALTY, LLC
120
EXIST. R.O.W.
EXIST. R.O.W.
TO USA
DRAINAGE EASE.
EXIST. R.O.W.
SEWER EASE.
WATER &
IN
THI
S
AR
EA
PE
R
DE
ED
S
UN
SP
ECI
FI
ED
EA
SE
ME
NT
S
RELOCATE
RELOCATE
RELOCATE
RELOCATE
RELOCATE
RETAIN
RETAIN
RETAIN
4" SSLW
4" SBLW
4" SSLW (T)
4" SSLY
4" SSLY
4" SBLW
4" SSLW
18" SSLW (T)
MAIN BY OTHERS
2" HDPE GAS
6' SPACE
2' STRIPE
6" SBLW (T)
10.95' LT
+08.39
11.97' LT
+20.92
5.39' LT
+88.68
1.40' LT
+02.24
6.21' RT
+69.83
31.31' RT
+30.53
20.58' LT
+40
9.58' LT
+40
21.39' LT
+40
10.38' LT
+40
33.22' LT
+40
7.16' RT
+40
BY OTHERS
GAS MAIN ON BRIDGE
ABANDON EXISTING 2" CS
DISTURBED BY CONSTRUCTION.
4. PAVEMENT MARKINGS SHALL EXTEND BEYOND PROJECT PAVING LIMITS TO OVERLAP EXISTING MARKINGS
3. REPLACE WORDS/SYMBOLS PER LATEST NHDOT STANDARD PLAN SHEETS.
ONE WEEK PRIOR TO PAVEMENT MARKING.
2. THE CONTRACTOR SHALL CONTACT JULIE MATHEWS AT THE NHDOT BUREAU OF TRAFFIC AT (603) 271-8011
LANE LINES AND ALL OTHER MARKINGS NOTED WITH (T) SHALL BE THERMOPLASTIC.
1. ALL SYMBOLS, WORD, TRANSVERSE MARKINGS (STOP BARS, CROSSWALK LINE, AND RAILROAD SYMBOLS)
PAVEMENT MARKING NOTES:
USE GREAT CARE TO PROTECT STORED SIGNS FROM DAMAGE UNTIL SIGNS CAN BE REINSTALLED.
AND REPLACED IN THE SAME LOCATION AFTER LANE RESTRICTIONS TERMINATE. CONTRACTOR SHALL
ALL SIGNS INDICATED FOR RELOCATION SHALL BE REMOVED PRIOR TO COMMENCING OF LANE SHIFTS
NOTE:
II
I.S. I.S.
I
II
I.S.
I.S.
I
II
I.S. I.S.
I
II
I.S.
I.S.
I
II
I.S. I.S.
I
SIGNAL # S-379-07
rcp
18"
6
7803
5
264
PSNH
4
264
PSNH
rcp
15"
"No Left Turn"
1
264A
PSNH
1"
Bypass
"South
Borth
wick
Avenue
"U-Haul"
"O'Brien dr"
NET
7
7803
5
164
•7809
3
264
PSNH
O'
Brien
Drive
sign
lane mrkng
Brook"
"Hodgson
sign
lane mrkng
Center"
Conference Function &
"The Frank Jones
rcp
15"
rcp
15"
15"rcp
Enter"
"Do Not
Holloway"
Cadillac
GMC
"Buick
NET
8
34
264
PSNH
rcp
48"
Port Inn
brick
wood/
story
2
Brook""Hodgson
Hodgson
Brook
Hodgson
Brook
15"rcp
8'
wx
6.
5'
hc
onc
bo
x c
ul
vert
8'
wx
4'
hc
onc
box c
ul
vert
co
nc
bo
x c
ul
vert
co
nc
box c
ul
vert
co
nc
bo
x c
ul
vert
8'
wx
6.
5'
h
8'
wx
6.
5'
h
8'
wx
6.
5'
h
Marriot"
"Fairfield Inn
sign
dir
signrightkeep
sign
no u-turn sign
U-Turn
no
enter"
"do not
sign
Hospital
cmp
full of water
rcp
rcp
U-Haul
Center
Conference
Function &
The Frank jones
12"cmp
12
7809
PSNH2
264
12
7809
NET
2S
264
PSNH
US ROUTE 1 BYPASS SB
US ROUTE 1 BYPASS NB
pb
pb
pb pb
pb
pb
pb
pb
m h
u
m h
u
lp
g os
g os
cc
cb
cb
cb
cb
cb
an
ananan
an
NULL
cb
NULL
NULL
NULL
rebar
ip
ip
w/cap
ip
rebar
ip
w/cap
rebar
ipleaning sw
LLS 826
Owen Haskel
w/cap
rebar ip
pb
GROUP, LLC
SEACOAST DEVELOPMENT
126
EXIST. R.O.W.
AP
PR
OX.
EXI
ST.
R.
O.
W.
EXIST. R.O.W.
EXIST. R.O.W.
AREC 13 LLC
119
PORTSMOUTH LLC
CREFIII WARAMAUG
TRUST
REALTY
JASK
127
NULL
1a
2a
3a
gravel drive
power sub station
12"
21"
12"
brush/scattered trees
bushes/orna
mentals
overhang
overhang
105+00 106+00 107+00 108+00 109+00 110+00
N21°54'43.1522"W
2" CS
2"
PL
m
hs
m
hs
CURVE #1
US RTE 1 BYPASS
APPROX. E
XIST.
L.A.
R.O.
W.
APPROX. EXIST. L.A.R.O.W.
APPROX. EXIST. L.A.R.O.W.
GARLAND, COLMAN C.
129
EXIST. R.O.W.
AP
PR
OX.
EXI
ST.
R.
O.
W.
AP
PR
OX.
EXI
ST.
R.
O.
W.
(SIGNAL)
UTIL. EASEMENT
NHDOT
EXIST. R.O.W.
EXIST. R.O.W.
RETAIN
RELOCATE
RETAIN
RETAIN
4" SSLY
4" SSLW
4" SBLW
4" SSLW
4" SSLW (T)
18" SSLW (T)
R10-15R
R10-15L
10.95' LT
+08.39
11.97' LT
+20.92
RELOCATE
35.18' LT
+35
12.68' LT
+35
6.84' RT
+28
18.84' RT
+28
31.10' RT
+28
7.36' RT
+53
19.36' RT
+53
GRID
SCALE IN FEET
20 0 4020
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
27690
DGN
27690genplns
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
8 34
GENERAL PLAN 2
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
SE
E
GE
NE
RA
L
PL
AN
1
MA
TC
HLI
NE
ST
A. 1
10
+5
0.
00
SIGNAL # S-379-11
rcp
15"
Cottage
St
chevron
rcp
15"
right
keep
wood
2• story
orn
rcp
15"
rcp
15"
pvc
6"
anytime"
"No Parking
orna
mental arborvitaes
"one way"
lane marking sign
"yield to rotary traffic"
"Only"w/arrows
sign
arrow
traffic"
rotary
"yield to
orn
"Stop"
ornorn
orn
orn
orn
183-9
PSNH
NET
9
319
•3191
9
183
PSNH
sign
aheadHospital
rcp
15"
orn
orn
Turn Right"Must
"Right Lane
"Entrance"
Portsmouth""Chevrolet
Coakley
Rd.
1
L
FP
2 story wood
orn
orn
"stop"
brick
wood/
story
one
sign
turn
no left
keep right sign
18"rcp
rcp
15"
portsmouth""Port Inn
sign
turn
left
no
Portsmouth Chevrolet
2 story wood
8Y
183
PSNH8•
183
PSNH
NET
8•
319
7803€
gran blk fnd
porch
wood covered
US ROUTE 1 BYPASS SB
US ROUTE 1 BYPASS NB
wso
wso
wg
wg
w
g
wg
wg
wg
wg
wg
pb
pbpb
pb
pbpb
pb
pb pb pb
pb
pb
pb
pb
pb mp
m
h
w
m h
s
m h
s
m h
s
lp
lp
hy
d
hy d
g os
cc
cb
cb
cb
cb
cb
cbcb
an
anan
an
NULL
NU
LL
ip
nh conc bnd
w/cap
ip
mkr
survey
mkr
survey
pb
bndconcnh
NULL
flush
LLS 829
EASTERLY
w/cap
ip rebar
leaning SE
conc bnd 6"h
MEADOWBROOK INN CORPORATION
130
EXIST. R.O.W.
10' ACCESS E
ASE. TO USA
20' ACCESS E
ASE. TO 1
31
AP
PR
OX.
EXI
ST.
R.
O.
W.
EXIST. R.O.W.
HOLLOWAY, PAUL SCOTT
HOLLOWAY, DEBRA LINN
HOLLOWAY, PAUL J.
128
AP
PR
OX.
EXI
ST.
R.
O.
W.
IN THIS AREA PER DEEDS
UNSPECIFIED EASEMENTS
ft
ft
lawn
lawn
overhan
g
arborvitaes
Left Lane"
Concord
Dover
turnpike
"I95 4 16 spaulding
lawn
woven wire
"only"
sign
dir
enter"
"do not
111+00 112+00 113+00 114+00115+00
116+00
113
+30.73
PC
N21°54'43.1522"W
CURVE #1
US RTE 1 BYPASS
E = 4.14'
L = 435.35'
T = 217.78'
R = 5729.58'
D = 1°00'00.00"
= 4°21'12.58"
E = 1221367.97
N = 209377.17
PI = 115+48.50
6" CI
8" VC
4"
CS
ws
o
ws
o
ws
o ws
o
ws
o
ws
o
ws
o
m
hs
m
hs
m
hs
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
27690
DGN
27690tcpph1.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
9 34
PHASE 1
TRAFFIC CONTROL PLAN 1
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
ACCORDANCE WITH NHDOT STD PM-7 & PM-8.
TEMPORARY LANE MARKINGS SHALL BE PROVIDED AT EACH INTERSECTION IN8.
OF MUTCD & NHDOT WORK ZONE TCP STANDARD PLANS.
DURING CONSTRUCTION SHALL BE PLACED IN ACCORDANCE WITH THE CURRENT VERSION
MARKINGS, SYMBOLS & WORDS AND ANY OTHER ITEMS USED TO CONTROL TRAFFIC
ALL TRAFFIC CONTROL DEVICES, CONSTRUCTION SIGNS, TEMPORARY PAVEMENT7.
SHALL BE OBLITERATED WHEN IN CONFLICT WITH PROPOSED OR TEMPORARY MARKINGS.
WITH THE MUTCD & NHDOT STANDARD PLANS. ALL EXISTING PAVEMENT MARKINGS
PLACE ALL TEMPORARY PAVEMENT MARKINGS, SYMBOLS, AND WORDS IN ACCORDANCE6.
CONFLICT WITH THE TRAFFIC CONTROL PHASES.
5. CONTRACTOR IS RESPONSIBLE FOR COVERING ANY SIGNS THAT ARE IN
4. ACCESS TO EXISTING DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
LEAST 1' SHOULDERS.
3. TEMPORARY TRAFFIC LANES SHALL BE 11' WIDE MINIMUM WITH AT
6 AM AND 9 PM.
IN EACH DIRECTION SHALL BE MAINTAINED EVERY DAY BETWEEN THE HOURS OF
MAINTAINED AT ALL TIMES ALONG THE US ROUTE 1 BYPASS. TWO LANE TRAFFIC
2. ONE LANE OF TRAFFIC IN EACH DIRECTION OF TRAVEL MUST BE
MINIMIZING DISRUPTION TO THE TRAVELING PUBLIC.
THE PROJECT AS QUICKLY, EFFICIENTLY, AND SAFELY AS POSSIBLE WHILE
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT ALL AREAS OF
GENERAL TRAFFIC CONTROL NOTES (APPLICABLE TO ALL PHASES)
OF THE US ROUTE 1 BYPASS.
CONSTRUCT NEW APPROACH RAIL AND GUARDRAIL ON WEST SIDE 7.
INSTALL NEW BINDER SURFACE IN CONSTRUCTION AREA.6.
BROOK BRIDGE.
CONSTRUCT MOMENT SLAB ON WESTERLY SIDE OF HODGSON5.
TIMINGS AT BOTH SIGNALS PER THE SIGNAL TIMING PLAN.
THE CABINET TO CALL THE SOUTHBOUND THRU LANE. ADJUST SIGNAL
REPURPOSE THE SOUTHBOUND LEFT-TURN LANE SIGNAL LOOP IN4.
RED BALL INDICATIONS.
(B) THE YELLOW AND RED ARROWS SHALL BE CHANGED TO YELLOW AND
POSITION.
(A) THE GREEN ARROW SHALL BE ROTATED 90-DEGREES TO AN UPRIGHT
LEFT-TURN SIGNAL HEAD SHALL BE ALTERED AS FOLLOWS:
THE LED ARROW INDICATIONS IN THE EXISTING SOUTHBOUND3.
TRAVEL LANE SHALL BE DISCONNECTED.
OF CONSTRUCTION. THE SIGNAL LOOP DETECTOR FOR THE RIGHTMOST
UPRIGHT) SHALL BE DISCONNECTED AND COVERED DURING THIS PHASE
THE RIGHTMOST SIGNAL HEAD ON THE MAST ARM (CLOSEST TO THE2.
TEMPORARY PAVEMENT.
REMOVE EXISTING PULL BOXES IN THE MEDIAN AND CONSTRUCT
1. REMOVE EXISTING MEDIAN, REMOVE EXISTING SIGNS IN THE MEDIAN,
AREAS OF CONSTRUCTION
CHANGES.
AVENUE AND 616.192 AT COAKLEY ROAD. SEE SIGNAL TIMING CHARTS FOR
SIGNAL TIMING CHANGES SHALL BE PAID UNDER 616.191 AT BORTHWICK 5.
LIGHTING.
ILLUMINATED AND PAID FOR UNDER ITEM 670.104 - TEMPORARY PORTABLE
IMPACT ATTENUATORS AS SHOWN. APPROACH BARRIER ENDS SHALL BE
INSTALL BRACED TEMPORARY TRAFFIC CONTROL BARRIER AND4.
INSTALL R3-18 ON THE MAST ARM.
MOVEMENT SHALL BE REPROGRAMMED TO OPERATE UNDER PHASE 6.
CONSTRUCTION. THE SIGNAL HEAD FOR THE SOUTHBOUND LEFT-TURN
AVENUE (ENTRANCE TO U-HAUL) SHALL BE ELIMINATED DURING
INTERSECTION OF US ROUTE 1 BYPASS AND BORTHWICK
3. EXISTING SOUTHBOUND LEFT-TURN LANE AT SIGNALIZED
BROOK BRIDGE.
AROUND CONSTRUCTION ON WEST SIDE OF HODGSON
2. SOUTHBOUND US ROUTE 1 BYPASS TRAFFIC TO BE SHIFTED
EXISTING NORTHBOUND THROUGH LANES.
1. NORTHBOUND US ROUTE 1 BYPASS TRAFFIC TO REMAIN IN
MAINTENANCE OF TRAFFIC
TRAFFIC CONTROL NOTES - PHASE 1
SE
E
TR
AF
FI
C
CO
NT
RO
L
PL
AN
3
MA
TC
HLI
NE
ST
A. 1
10
+5
0.
00
ATTENUATION DEVICE
TEMPORARY IMPACT
TRAFFIC FLOW ARROW
LEGEND
PULL BOXES.
CONTRACTOR TO USE CAUTION TO NOT DAMAGE LOOP DETECTORS DURING REMOVAL OF EXISTING ISLAND AND
NOTE:
PHASE I CONSTRUCTION
SCALE IN FEET
20 0 4020
GRID
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
27690
DGN
27690tcpph1.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
10 34
PHASE 1
TRAFFIC CONTROL PLAN 2
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE
SIGNAL # S-379-07
105+00 106+00 107+00 108+00 109+00 110+00
N21°54'43.1522"W
pb
pb
pb pb
pb
pb
pb
pb
m h
u
m h
u
lp
g os
g os
cc
cb
cb
cb
cb
cb
an
ananan
an
NULL
cb
NULL
NULL
NULL
rebar
ip
ip
w/cap
ip
rebar
ip
w/cap
rebar
ipleaning sw
LLS 826
Owen Haskel
w/cap
rebar ip
pb
NULL
1a
2a
3a
gravel drive
power sub station
12"
21"
12"
brush/scattered trees
bushes/orna
mentals
overhang
overhang
rcp
18"
6
7803
5
264
PSNH
4
264
PSNH
rcp
15"
"No Left Turn"
1
264A
PSNH
1"
Bypass
"South
Borth
wick
Avenue
"U-Haul"
"O'Brien dr"
NET
7
7803
5
164
•7809
3
264
PSNH
O'
Brien
Drive
sign
lane mrkng
Brook"
"Hodgson
sign
lane mrkng
Center"
Conference Function &
"The Frank Jones
rcp
15"
rcp
15"
15"rcp
Enter"
"Do Not
Holloway"
Cadillac
GMC
"Buick
NET
8
34
264
PSNH
rcp
48"
Port Inn
brick
wood/
story
2
Brook""Hodgson
Hodgson
Brook
Hodgson
Brook
15"rcp
8'
wx
6.
5'
hc
onc
bo
x c
ul
vert
8'
wx
4'
hc
onc
box c
ul
vert
co
nc
bo
x c
ul
vert
co
nc
box c
ul
vert
co
nc
bo
x c
ul
vert
8'
wx
6.
5'
h
8'
wx
6.
5'
h
8'
wx
6.
5'
h
Marriot"
"Fairfield Inn
sign
dir
signrightkeep
sign
no u-turn sign
U-Turn
no
enter"
"do not
sign
Hospital
cmp
full of water
rcp
rcp
U-Haul
Center
Conference
Function &
The Frank jones
12"cmp
12
7809
PSNH2
264
12
7809
NET
2S
264
PSNH
US ROUTE 1 BYPASS SB
US ROUTE 1 BYPASS NB
US ROUTE 1 BYPASS SB
US ROUTE 1 BYPASS NB
COMPLETION
PROVIDE CHANNELIZING DEVICES AFTER
TEMPORARY BITUMINOUS PAVEMENT,
GRAVEL AND PAVE WITH ITEM 403.99
ITEM 304.399 - TEMPORARY CRUSHED
REMOVE EXISTING ISLAND, SHIM WITH
11' MIN
ÀUS ROUTE 1 BYPASS
TEST LEVEL 2
(NON-REDIRECTIVE),
ATTENUATION DEVICE
TEMPORARY IMPACT
ITEM 606.9522 -
OR WORD
MARKING, SYMBOL
OBLITERATE PAVEMENT
ITEM 632.92 -
(REMOVABLE) SYMBOL OR WORD
RETROREFLECTIVE TAPE, TYPE I
ITEM 632.12 - PREFORMED
ITEM 403.99)
PAVEMENT (SUBSIDIARY TO
AND COVER WITH TEMPORARY
FRAME AND COVER, PLATE
REMOVE EXISTING PULL BOX
11'
11'
619.1 (TYP.)
DEVICES UNDER ITEM -
PROVIDE CHANNELIZING
26.79' LT
+18.91
15.83' LT
+19.95 20.59' LT
+63.09
9.59' LT
+63.93
19.78' LT
+39.93
8.78' LT
+40.01
4" SSLW
PAID UNDER ITEM 616.191
R3-18 MOUNTED TO MAST ARM
PAID UNDER ITEM 616.191
TRAFFIC SIGNAL HEAD
DISCONNECT AND COVER
PAID UNDER ITEM 616.191
SERVING THE RIGHTMOST TRAVEL LANE
DISCONNECT SIGNAL LOOP DETECTOR
PAID UNDER ITEM 616.191
OPERATE UNDER PHASE 6
SIGNAL LOOP DETECTOR TO
RECONNECT AND RECONFIGURE
PAID UNDER ITEM 616.191
WITH RED AND YELLOW BALL.
REPLACE RED AND YELLOW ARROW
90-DEGREES TO UPRIGHT POSITION.
ROTATE LEFT-TURN GREEN ARROW
TO OPERATE UNDER PHASE 6.
REPROGRAM TRAFFIC SIGNAL HEAD
CONTROL - BRIDGE
BARRIER FOR TRAFFIC
PORTABLE CONCRETE
ITEM 606.41741 -
Â6
Â6
Â2
Â2
Â5
Â7 Â7
Â8 Â8
LIGHTING
TEMPORARY PORTABLE
ITEM 670.104 -
R3-18
R4-7
R3-18 14:1 TAPER6' SPACE
2' STRIPE
6" SBLW
4" DSLY
2" CS
2"
PL
m
hs
m
hs
SE
E
TR
AF
FI
C
CO
NT
RO
L
PL
AN
2
MA
TC
HLI
NE
ST
A. 1
10
+5
0.
00
ATTENUATION DEVICE
TEMPORARY IMPACT
TRAFFIC FLOW ARROW
LEGEND
PULL BOXES.
CONTRACTOR TO USE CAUTION TO NOT DAMAGE LOOP DETECTORS DURING REMOVAL OF EXISTING ISLAND AND
NOTE:
PHASE I CONSTRUCTION
GRID
SCALE IN FEET
20 0 4020
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
27690
DGN
27690tcpph1.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
11 34
PHASE 1
TRAFFIC CONTROL PLAN 3
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE
SIGNAL # S-379-11
111+00 112+00 113+00 114+00115+00
116+00
113
+30.73
PC
N21°54'43.1522"W
wso
wso
wg
wg
w
g
wg
wg
wg
wg
wg
pb
pbpb
pb
pbpb
pb
pb pb pb
pb
pb
pb
pb
pb mp
m
h
w
m h
s
m h
s
m h
s
lp
lp
hy
d
hy d
g os
cc
cb
cb
cb
cb
cb
cbcb
an
anan
an
NULL
NU
LL
ip
nh conc bnd
w/cap
ip
mkr
survey
mkr
survey
pb
bndconcnh
NULL
flush
LLS 829
EASTERLY
w/cap
ip rebar
leaning SE
conc bnd 6"h
ft
ft
lawn
lawn
overhan
g
arborvitaes
Left Lane"
Concord
Dover
turnpike
"I95 4 16 spaulding
lawn
woven wire
"only"
sign
dir
enter"
"do not
rcp
15"
Cottage
St
chevron
rcp
15"
right
keep
wood
2• story
orn
rcp
15"
rcp
15"
pvc
6"
anytime"
"No Parking
orna
mental arborvitaes
"one way"
lane marking sign
"yield to rotary traffic"
"Only"w/arrows
sign
arrow
traffic"
rotary
"yield to
orn
"Stop"
ornorn
orn
orn
orn
183-9
PSNH
NET
9
319
•3191
9
183
PSNH
sign
aheadHospital
rcp
15"
orn
orn
Turn Right"Must
"Right Lane
"Entrance"
Portsmouth""Chevrolet
Coakley
Rd.
1
L
FP
2 story wood
orn
orn
"stop"
brick
wood/
story
one
sign
turn
no left
keep right sign
18"rcp
rcp
15"
portsmouth""Port Inn
sign
turn
left
no
Portsmouth Chevrolet
2 story wood
8Y
183
PSNH8•
183
PSNH
NET
8•
319
7803€
gran blk fnd
porch
wood covered
US ROUTE 1 BYPASS SB
US ROUTE 1 BYPASS NB
R2-1(20)
G20-5aP
MARKINGS AND SYMBOLS
REMOVE ALL EXISTING PAVEMENT
COMPLETION
PROVIDE CHANNELIZING DEVICES AFTER
TEMPORARY BITUMINOUS PAVEMENT,
GRAVEL AND PAVE WITH ITEM 403.99
ITEM 304.399 - TEMPORARY CRUSHED
REMOVE EXISTING ISLAND, SHIM WITH
23:1 TAPER
(REMOVABLE) SYMBOL OR WORD
RETROREFLECTIVE TAPE, TYPE I
ITEM 632.12 - PREFORMED
619.1 (TYP.)
DEVICES UNDER ITEM -
PROVIDE CHANNELIZING
ITEM 403.99)
PAVEMENT (SUBSIDIARY TO
AND COVER WITH TEMPORARY
FRAME AND COVER, PLATE
REMOVE EXISTING PULL BOX
ITEM 403.99)
PAVEMENT (SUBSIDIARY TO
AND COVER WITH TEMPORARY
FRAME AND COVER, PLATE
REMOVE EXISTING PULL BOX
31.28' LT
+24.91
20.29' LT
+25.37
11'
11'
4" SSLW
Â5
Â2
Â2
Â6
Â6
Â1
Â7 Â7
Â7 Â7
R3-8(34)aR4-9
W24-1aL
R3-18
R4-7
6" CI
8" VC
4"
CS
ws
o
ws
o
ws
o ws
o
ws
o
ws
o
ws
o
m
hs
m
hs
m
hs
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
27690
DGN
27690tcpph2.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
12 34
PHASE 2
TRAFFIC CONTROL PLAN 1
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
COVERED OR REMOVED DURING CONSTRUCTION.
UNCOVER OR REPLACE ALL PREVIOUSLY EXISTING SIGNS THAT WERE 6.
COLD PLANE AND PAVE NEW WEARING SURFACE.5.
HEAD.
AND YELLOW LEFT ARROW INDICATIONS SHALL BE REPLACED IN THE SIGNAL
HEAD. THE GREEN ARROW SHALL BE ROTATED BACK TO FACE LEFT. THE RED
REPLACE THE LED INDICATIONS FOR THE SOUTHBOUND LEFT-TURN SIGNAL4.
CORRECT TRAFFIC PHASES FOR PERMANENT OPERATION..
RETURN SIGNAL HEADS AND DETECTORS TO NORMAL OPERATIONS TO SERVE3.
AND REINSTALL SOUTHBOUND LEFT TURN LANE SIGNAL.
TO THE ORIGINAL TIMINGS ITEMS 616.191 AND 616.192 RESPECTIVELY,
REPROGRAM BOTH SIGNALS AT BORTHWICK AVE AND COAKLEY RD 2.
MEDIAN PULL BOXES AT BOTH SIGNALS TO FINISH GRADE IN THE MEDIAN.
1. CONSTRUCT US 1 BYPASS MEDIAN ISLAND IN ORIGINAL LOCATION. RAISE
AREAS OF CONSTRUCTION
3. WORK IS ANTICIPATED TO BE COMPLETED AT NIGHT WITH LANE CLOSURES.
AVENUE AFTER REPLACEMENT OF THE US 1 BYPASS MEDIAN ISLAND.
INTERSECTION OF US ROUTE 1 BYPASS AND BORTHWICK
2. REOPEN SOUTHBOUND LEFT TURN LANE AT SIGNALIZED
ORIGINAL NORTHBOUND THROUGH LANE LOCATIONS.
1. NORTHBOUND US ROUTE 1 BYPASS TRAFFIC TO SHIFT BACK TO
MAINTENANCE OF TRAFFIC
TRAFFIC CONTROL NOTES - PHASE 3
OF THE US ROUTE 1 BYPASS.
CONSTRUCT NEW APPROACH RAIL AND GUARDRAIL ON EAST SIDE 7.
INSTALL NEW BINDER SURFACE IN CONSTRUCTION AREA.6.
BROOK BRIDGE.
CONSTRUCT MOMENT SLAB ON EASTERLY SIDE OF HODGSON5.
TRAVEL LANE TO SERVE PHASE 6.
RECONNECT THE SIGNAL LOOP DETECTOR FOR THE RIGHTMOST4.
ARM FOR SOUTHBOUND RIGHTMOST TRAVEL LANE.
UNCOVER AND REPROGRAM RIGHTMOST SIGNAL HEAD ON MAST 3.
DISCONNECT LEFT-TURN LANE SIGNAL LOOP DETECTOR.
DISCONNECT AND COVER SOUTHBOUND LEFT-TURN SIGNAL HEAD, 2.
SIGNAL LOOP IN THE CABINET.
SIGNAL LOOP. DISCONNECT ORIGINAL SOUTHBOUND LEFT TURN
1. INSTALL AND RECONNECT SOUTHBOUND RIGHT MOST THRU LANE
AREAS OF CONSTRUCTION
PORTABLE LIGHTING.
ILLUMINATED AND PAID FOR UNDER ITEM 670.104 - TEMPORARY
IMPACT ATTENUATORS AS SHOWN. APPROACH BARRIER ENDS SHALL BE
INSTALL BRACED TEMPORARY TRAFFIC CONTROL BARRIER AND4.
AVENUE (ENTRANCE TO U-HAUL) SHALL REMAIN ELIMINATED.
INTERSECTION OF US ROUTE 1 BYPASS AND BORTHWICK
3. EXISTING SOUTHBOUND LEFT TURN LANE AT SIGNALIZED
BROOK BRIDGE.
AROUND CONSTRUCTION ON EAST SIDE OF HODGSON
2. NORTHBOUND US ROUTE 1 BYPASS TRAFFIC TO BE SHIFTED
ORIGINAL SOUTHBOUND THROUGH LANE LOCATIONS.
1. SOUTHBOUND US ROUTE 1 BYPASS TRAFFIC TO SHIFT BACK TO
MAINTENANCE OF TRAFFIC
TRAFFIC CONTROL NOTES - PHASE 2
SE
E
TR
AF
FI
C
CO
NT
RO
L
PL
AN
3
MA
TC
HLI
NE
ST
A. 1
10
+5
0.
00
PHASE II CONSTRUCTION
PAID UNDER ITEM 632.911
CONTRACTOR SHALL OBLITERATE ALL CONFLICTING PHASE I PAVEMENT MARKINGS
NOTE:
ATTENUATION DEVICE
TEMPORARY IMPACT
TRAFFIC FLOW ARROW
LEGEND
SCALE IN FEET
20 0 4020
GRID
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
27690
DGN
27690tcpph2.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
13 34
PHASE 2
TRAFFIC CONTROL PLAN 2
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE
SIGNAL # S-379-07
105+00 106+00 107+00 108+00 109+00 110+00
pb
pb
pb pb
pb
pb
pb
pb
m h
u
m h
u
lp
g os
g os
cc
cb
cb
cb
cb
cb
an
ananan
an
NULL
cb
NULL
NULL
NULL
rebar
ip
ip
w/cap
ip
rebar
ip
w/cap
rebar
ipleaning sw
LLS 826
Owen Haskel
w/cap
rebar ip
pb
NULL
1a
2a
3a
gravel drive
power sub station
12"
21"
12"
brush/scattered trees
bushes/orna
mentals
overhang
overhang
rcp
18"
6
7803
5
264
PSNH
4
264
PSNH
rcp
15"
"No Left Turn"
1
264A
PSNH
1"
Bypass
"South
Borth
wick
Avenue
"U-Haul"
"O'Brien dr"
NET
7
7803
5
164
•7809
3
264
PSNH
O'
Brien
Drive
sign
lane mrkng
Brook"
"Hodgson
sign
lane mrkng
Center"
Conference Function &
"The Frank Jones
rcp
15"
rcp
15"
15"rcp
Enter"
"Do Not
Holloway"
Cadillac
GMC
"Buick
NET
8
34
264
PSNH
rcp
48"
Port Inn
brick
wood/
story
2
Brook""Hodgson
Hodgson
Brook
Hodgson
Brook
15"rcp
8'
wx
6.
5'
hc
onc
bo
x c
ul
vert
8'
wx
4'
hc
onc
box c
ul
vert
co
nc
bo
x c
ul
vert
co
nc
box c
ul
vert
co
nc
bo
x c
ul
vert
8'
wx
6.
5'
h
8'
wx
6.
5'
h
8'
wx
6.
5'
h
Marriot"
"Fairfield Inn
sign
dir
signrightkeep
sign
no u-turn sign
U-Turn
no
enter"
"do not
sign
Hospital
cmp
full of water
rcp
rcp
U-Haul
Center
Conference
Function &
The Frank jones
12"cmp
12
7809
PSNH2
264
12
7809
NET
2S
264
PSNH
US ROUTE 1 BYPASS SB
US ROUTE 1 BYPASS NB
R4-9
W24-1a
R2-1(20)
G20-5aP
UNDER ITEM 619.1 (TYP.)
PROVIDE CHANNELIZING DEVICES
ÀUS ROUTE 1 BYPASS
11' MIN
TEST LEVEL 2
(NON-REDIRECTIVE),
ATTENUATION DEVICE
TEMPORARY IMPACT
ITEM 606.9522 -
14:1 TAPER 7:1 TAPER
11'
11'
11'
11'
6'X 50' LOOPÂ7 33.38' LT
+36.69
21.49' LT
+39.91
32.62' LT
+41.14
20.62' LT
+41.23
10.06' LT
+41.46
10.06' LT
+89.47
4.88' LT
+41.63
6.12' RT
+41.52
17.12' RT
+41.59
8.89' LT
+37.01
10.83' LT
+37.00
13.11' RT
+37.32
2.11' RT
+37.16
4" SSLW
4" DSLY
4" SSLW
6' SPACE
2' STRIPE
6" SBLW
4" SBLW
PAID UNDER ITEM 616.191
TRAFFIC SIGNAL HEAD
DISCONNECT AND COVER
PAID UNDER ITEM 616.191
TURN LANE
SERVE THE SOUTHBOUND LEFT-
DETECTOR THAT WOULD NORMALLY
DISCONNECT SIGNAL LOOP
PAID UNDER ITEM 616.191
TO OPERATE UNDER PHASE 6
SERVING THE RIGHTMOST TRAVEL LANE
CONNECT SIGNAL LOOP DETECTOR
PAID UNDER ITEM 616.191
OPERATE UNDER PHASE 6
HEAD AND REPROGRAM TO
UNCOVER TRAFFIC SIGNAL
BARRIER FOR TRAFFIC CONTROL - BRIDGE
ITEM 606.41741 - PORTABLE CONCRETE
Â7 Â7
Â6
Â6
Â5
Â2
Â2
Â8 Â8
LIGHTING
TEMPORARY PORTABLE
ITEM 670.104 -
(REMOVABLE) SYMBOL OR WORD
RETROREFLECTIVE TAPE, TYPE I
ITEM 632.12 - PREFORMED
R3-18
R4-7
R3-18
50 FT (SUBSIDIARY TO ITEM 616.191)
TRAFFIC SIGNAL DETECTOR LOOP 6 FT X
2" CS
2"
PL
m
hs
m
hs
SE
E
TR
AF
FI
C
CO
NT
RO
L
PL
AN
2
MA
TC
HLI
NE
ST
A. 1
10
+5
0.
00
PHASE II CONSTRUCTION
PAID UNDER ITEM 632.911
CONTRACTOR SHALL OBLITERATE ALL CONFLICTING PHASE I PAVEMENT MARKINGS
NOTE:
ATTENUATION DEVICE
TEMPORARY IMPACT
TRAFFIC FLOW ARROW
LEGEND
GRID
SCALE IN FEET
20 0 4020
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
27690
DGN
27690tcpph2.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
14 34
PHASE 2
TRAFFIC CONTROL PLAN 3
NH
DO
T
MJ
BR
C
03-
20
18
08-
20
18
08-
20
18
M cFarlandJohnson
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE
SIGNAL # S-379-11
111+00 112+00 113+00 114+00115+00
116+00
113
+30.73
PC
wso
wso
wg
wg
w
g
wg
wg
wg
wg
wg
pb
pbpb
pb
pbpb
pb
pb pb pb
pb
pb
pb
pb
pb mp
m
h
w
m h
s
m h
s
m h
s
lp
lp
hy
d
hy d
g os
cc
cb
cb
cb
cb
cb
cbcb
an
anan
an
NULL
NU
LL
ip
nh conc bnd
w/cap
ip
mkr
survey
mkr
survey
pb
bndconcnh
NULL
flush
LLS 829
EASTERLY
w/cap
ip rebar
leaning SE
conc bnd 6"h
ft
ft
lawn
lawn
overhan
g
arborvitaes
Left Lane"
Concord
Dover
turnpike
"I95 4 16 spaulding
lawn
woven wire
"only"
sign
dir
enter"
"do not
rcp
15"
Cottage
St
chevron
rcp
15"
right
keep
wood
2• story
orn
rcp
15"
rcp
15"
pvc
6"
anytime"
"No Parking
orna
mental arborvitaes
"one way"
lane marking sign
"yield to rotary traffic"
"Only"w/arrows
sign
arrow
traffic"
rotary
"yield to
orn
"Stop"
ornorn
orn
orn
orn
183-9
PSNH
NET
9
319
•3191
9
183
PSNH
sign
aheadHospital
rcp
15"
orn
orn
Turn Right"Must
"Right Lane
"Entrance"
Portsmouth""Chevrolet
Coakley
Rd.
1
L
FP
2 story wood
orn
orn
"stop"
brick
wood/
story
one
sign
turn
no left
keep right sign
18"rcp
rcp
15"
portsmouth""Port Inn
sign
turn
left
no
Portsmouth Chevrolet
2 story wood
8Y
183
PSNH8•
183
PSNH
NET
8•
319
7803€
gran blk fnd
porch
wood covered
US ROUTE 1 BYPASS SB
US ROUTE 1 BYPASS NB
R2-1(20)
G20-5aP11'
11'23.18' LT
+35.41
35.18' LT
+35.32
619.1 (TYP.)
DEVICES UNDER ITEM
PROVIDE CHANNELIZING
30.31' RT
+53.32
7.36' RT
+52.90
5.43' RT
+35.78
4" SSLW
4" DSLY
4" DSLY
4" SBLW
4" SSLW
BARRIER FOR TRAFFIC CONTROL - BRIDGE
ITEM 606.41741 - PORTABLE CONCRETE
Â6
Â6
Â7 Â7
Â1Â5
Â2
Â2
Â7Â7
(REMOVABLE) SYMBOL OR WORD
RETROREFLECTIVE TAPE, TYPE I
ITEM 632.12 - PREFORMED
R3-18
R4-7
6" CI
8" VC
4"
CS
ws
o
ws
o
ws
o ws
o
ws
o
ws
o
ws
o
m
hs
m
hs
m
hs
O'
BRI
EN
DRI
VE
BO
RT
HWI
CK
AV
E
NOT ALLOWED
123 (434) [136]
6 (7) [67]
784 (1252) [1259]
71 (34) [27]
821 (972) [1057]
371 (108) [96]
0 (2) [22]
17 (
63) [
26]
0 (0) [1
6]
2 (
12) [
74]
2 (4) [9
4]
(STANDARD N.E.M.A. 8-PHASE CONTROLLER)
PREFERENTIAL PHASING
PHASE Â2
INITIAL
PASSAGE
YELLOW
RED
TI
MI
NG
RECALL SOFT
YFLASH MODE
WALK/DON'T WALK -- -- ----
CONTROLLER PROGRAMMING
10.0
4.0
2.0
5.0
4.0
2.0
OFF
4.0
2.0
4.0
2.0
R
US ROUTE 1 BYPASS
--
5.0
4.0
2.0
OFF
R
US ROUTE 1 BYPASS / BORTHWICK AVE
PROJECTED TRAFFIC VOLUMES 2019
(ADJUSTED FOR CONSTRUCTION ACTIVITIES)
Â5 Â6 Â7 Â8
10.0 5.0
61.0 5.0 50.0 11.0 10.0
SOFT OFF
Y R
54.0 43.05.0 5.0 23.0
67.0 10.0 51.0 5.0 10.0
3.0 3.0 3.0 3.0 3.0
100 100
PLAN 1 PLAN 2PLAN 3
CYCLE LENGTH
OFFSET
YIELD POINT
SPLIT TIME Â2
SPLIT TIME Â5
SPLIT TIME Â6
SPLIT TIME Â7
SPLIT TIME Â8
13
0
73
16
57
11
16
18
0
60
11
49
11
29
100
13
0
67
11
56
17
16
COORDINATION CYCLE DATA
PLAN 1
PLAN 2
PLAN 3
MON - FRI
2030-1130
-
SAT - SUN
2030-0930
0930-2030
(STANDARD N.E.M.A. 8-PHASE CONTROLLER)
PREFERENTIAL PHASING
US ROUTE 1 BYPASS
PROJECTED TRAFFIC VOLUMES 2019
753 (1480) [1282]
14 (3) [20]
1055 (856) [983]
9 (7) [9]
14 (
14) [
18]
5 (10) [9]
67 (
72) [
43]
CO
TT
AG
E
ST
CO
AK
LE
Y
RD
US ROUTE 1 BYPASS / COAKLEY RD
47 (60) [49]91 (201) [160]
6 (5) [3]
17 (
22) [
23]
15
3 (
20
1) [
19
2]
Â2 & Â6 Â2 & Â5 Â7 Â8 Â1 & Â5 Â2 & Â6 Â7
PHASE
INITIAL
PASSAGE
YELLOW
RED
TI
MI
NG
RECALL
-- -- ----
CONTROLLER PROGRAMMING
4.0
2.0
4.0
2.0
4.0
2.0
4.0
2.0
4.0
2.0
OFF
Â2 Â5 Â6 Â7
5.0 10.0
49.0 14.0 49.0
OFF SOFT
8.0 9.055.0 54.0
14.0 49.0 14.0 49.0
5.0 6.0 5.0 4.0 5.0
Â1
5.0 8.0 5.0
14.0
OFF SOFT
100 100
PLAN 1 PLAN 2PLAN 3
CYCLE LENGTH
OFFSET
YIELD POINT
SPLIT TIME Â1
SPLIT TIME Â2
SPLIT TIME Â5
SPLIT TIME Â6
SPLIT TIME Â7
0
0
20
55
20
55
25
0
0
14
61
15
60
25
100
0
0
20
55
20
55
25
COORDINATION CYCLE DATA
MAX. 1
MAX. 2
MAX. 3
MAX. 1
MAX. 2
MAX. 3
DAILY COORDINATION PROGRAM
*
19.0
19.0
19.0
PLAN 1
PLAN 2
PLAN 3
MON - FRI
2030-1130
-
SAT - SUN
2030-0930
0930-2030
DAILY COORDINATION PROGRAM
[XXX] - 2019 SAT. PEAK HOUR TRAFFIC
(XXX) - 2019 P.M. PEAK HOUR TRAFFIC
XXX - 2019 A.M. PEAK HOUR TRAFFIC
[XXX] - 2019 SAT. PEAK HOUR TRAFFIC
(XXX) - 2019 P.M. PEAK HOUR TRAFFIC
XXX - 2019 A.M. PEAK HOUR TRAFFIC
1130-2030
--
1130-2030
FLASH MODE
-- -- ----
RR YR Y
LEAD PED (WALK)
PED FWD/CNTDOWN
PED DW BUFFER
-- -- ----
5
14
3
SIGNAL # S-379-07 SIGNAL # S-379-11
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
27960
DGN
27960sg01.dgn
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
15 34
TIMING & PHASING PLAN
TEMPORARY
US ROUTE 1 BYPASS SIGNALS,
NH
DO
T
SKI
BR
C
03-
20
18
1/
16/
20
15
08-
20
18
M cFarlandJohnson
ENGINEER.
THE PROJECT UNLESS OTHERWISE DIRECTED BY THE
SIGNALS TO THE ORIGINAL TIMINGS AT THE END OF
ANY TIMING CHANGES. CONTRACTOR SHALL RETURN
SIGNALIZED INTERSECTIONS PRIOR TO PROGRAMMING
CONTRACTOR SHALL RECORD EXISTING TIMINGS AT BOTH
GENERAL NOTE:
LEFT TURNS HAVE BEEN RELOCATED TO THE NORTHBOUND RIGHT TURNS.
AROUND AT ANOTHER INTERSECTION AND COME BACK NORTHBOUND THEREFORE HALF OF THE SOUTHBOUND
VOLUMES HAVE BEEN MOVED TO THE SOUTHBOUND THROUGH MOVEMENT AND IT IS ASSUMED THEY WILL TURN
SOUTHBOUND LEFT TURNS ARE NOT ALLOWED DURING CONSTRUCTION. THESE SOUTHBOUND LEFT TURN
NOTE:
SECONDS.
WITH Â7 AND Â7 MUST RUN FOR A MINIMUM OF 22
SHALL HAVE A 5 SECOND LEAD AND RUN CONCURRENT
* UPON PUSH BUTTON ACTIVATION PEDESTRIAN PHASE
NOTE:
NN
N N
SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN
ITEM # IDENT #WIDTH
(inch)
HEIGHT
(inch)TEXT LETTER HEIGHT (inch)
SHIELD
SIZE
(inch)
ARROW
(inch)
NUMERAL
(inch)
# SIGNS
REQ'D
SIGN AREA
(SQ. FT.)
BR
EA
KA
WA
Y
ST
EE
L I
-BE
AM
CO
NC
RE
TE
BA
SE
4"
OD
AL
UM
INU
M
U-C
HA
NN
EL
-GA
LV
.
REMARKS ITEM # IDENT#WIDTH
(inch)
HEIGHT
(inch)TEXT LETTER HEIGHT (inch)
SHIELD
SIZE
(inch)
ARROW
(inch)
NUMERAL
(inch)
# SIGNS
REQ'D
SIGN AREA
(SQ. FT.)
BR
EA
KA
WA
Y
ST
EE
L I
-BE
AM
CO
NC
RE
TE
BA
SE
4"
OD
AL
UM
INU
M
U-C
HA
NN
EL
-GA
LV
REMARKS
NOM TOTAL NOM TOTAL
UC LC CAPS AREA AREA UC LC CAPS AREA AREA
3D 5.625X6.5 BLACK ON YELLOW
3D MOUNT ON SIGNAL POLE
3D 9X10.259
3D 5.625X6.5 BLACK ON YELLOW
3D MOUNT ON SIGNAL POLE
3D 9X10.259
7x18.9
14.9x22.9
BLACK ON
FLUORESCENT ORANGE
4D
GENERAL NOTES
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
STATE PROJECT NO. FILE NAME SHEET NO. TOTAL SHEETS
34
616.192 R10-15R 30 30 1 6.25 6.25
RED AND BLACK ON
WHITE
616.192 R10-15L 30 30 1 6.25 6.25
RED AND BLACK ON
WHITE
619.1 R3-8(34)a 36 30 1 7.50 7.50
SGNTXT_1
STATE OF NEW HAMPSHIRE
16
SIGN TEXT LAYOUT
EXCEL FILE NAME
Summary Sheets.xls 27690
1. REFER TO THE 2016 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION PUBLISHED BY THE NHDOT.
2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2016 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT.
3. REFER TO THE 2010 STANDARD PLANS FOR ROAD CONSTRUCTION AS PUBLISHED BY THE NHDOT FOR EXACT DETAILS OF PERMANENT SIGNING STANDARDS AND NHDOT SPECIFIC SIGNS.
4. REFER TO THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL AS PUBLISHED BY THE USDOT-FHWA FOR EXACT DETAILS OF BORDERS, ETC.
5. THE ALUMINUM OR U-CHANNEL POST SHALL BE FLUSH WITH THE TOP OF THE SIGN ON ALL SINGLE POST ASSEMBLIES.
(TYP)
8'-0"
(TYP)
10"
74'-4"
RAI
L
TO
RAI
L
77'-4"
OU
T
TO
OU
T
4 PRECAST CONCRETE MOMENT SLAB SECTIONS @ 20'-6" = 82'-0"
N
N 21°54'43.15" W
GENERAL PLAN AND ELEVATIONSCALE: 1" = 10'
ELEVATION
SCALE: 1" = 10'
PLAN
108+00 109+00
110+00
TO BORTHWICK AVE.
HO
DG
SO
N
BR
OO
K
(ITEM 563.23)
BRIDGE RAIL T3
(ITEM 565.232) (TYP)
T3 (STEEL POSTS)
BRIDGE APPROACH RAIL,
(TYP)
FACE OF RAIL
(TYP)
2'-0" BRUSHCURB
17
INDEX OF BRIDGE SHEETS
1
OHW = 16.0
DESCRIPTION
SHEET NO.
BRIDGE
CONCRETE MOMENT SLAB
PROPOSED PRECAST
EXIST. R.O.W.
EXIST. R.O.W.
MOMENT SLAB
PROPOSED PRECAST CONCRETE
OF BOX CULVERT CELLS (TYP)
CEILING, INVERT, AND LOWER PORTIONS
PROPOSED CONCRETE REPAIR OF
BEGIN MOMENT SLAB (TYP)
STA. 108+71.98
(TYP)
FACE OF CURB
END MOMENT SLAB (TYP)
STA. 109+53.98
MATERIAL (ITEM 585.3401)
SIMULATED STREAMBED
1 GENERAL PLAN AND ELEVATION
2 PROJECT NOTES & SUMMARY OF BRIDGE QUANTITIES
3 SITE PLAN
4 PHASED BRIDGE CONSTRUCTION SEQUENCE
5 BRIDGE CONCRETE REMOVAL
6 CONCRETE REPAIR DETAILS
9 MOMENT SLAB DETAILS (1 OF 2)
10 MOMENT SLAB DETAILS (2 OF 2)
11 T3 STEEL BRIDGE RAIL
18 REINFORCING SCHEDULE
12 T3 STEEL BRIDGE APPROACH RAIL (STEEL POSTS)
13 PORTABLE CONCRETE BARRIER - BRACED (1 OF 2)
14 PORTABLE CONCRETE BARRIER - BRACED (2 OF 2)
15 TEXAS RESTRAINED BARRIER (X-BOLT) (1 OF 3)
16 TEXAS RESTRAINED BARRIER (X-BOLT) (2 OF 3)
17 TEXAS RESTRAINED BARRIER (X-BOLT) (3 OF 3)
INTERSTATE 95 / U.S. ROUTE 4
TO PORTSMOUTH TRAFFIC CIRCLE
7 REHABILITATION DETAILS (1 OF 2)
8 REHABILITATION DETAILS (2 OF 2)
PRECAST CONCRETE MOMENT SLAB (TYP)
AND WINGWALL. REPLACE WITH NEW
REMOVE PORTION OF EXISTING HEADWALL
PARKING LOT
(TYP)
WINGWALL
EXISTING
(ITEM 563.23) (TYP)
BRIDGE RAIL T3
U.S. ROUTE 1 BYPASS
À CONSTRUCTION & PGL
(ITEM 606.18001)
8" OFFSET BLOCK (STEEL POST)
31" W-BEAM GUARDRAIL WITH
(ITEM 203.55552)
PLATFORM ALTERNATE, TL2
AND GUARDRAIL EAGRT OFFSET
(STEEL POST) (ITEM 606.1255)
UNIT TYPE EAGRT, TL2)
BEAM GUARDRAIL (TERMINAL
(ITEM 203.55552)
PLATFORM ALTERNATE, TL2
AND GUARDRAIL EAGRT OFFSET
(STEEL POST) (ITEM 606.1255)
UNIT TYPE EAGRT, TL2)
BEAM GUARDRAIL (TERMINAL
CURB (ITEM 609.01) (TYP)
AND STRAIGHT GRANITE
(ITEM 565.232) (TYP)
T3 (STEEL POSTS)
BRIDGE APPROACH RAIL,
(ITEM 585.3401)
STREAMBED MATERIAL
SIMULATED
27690
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BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
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cc
2
18
PROJECT NOTES & SUMMARY OF BRIDGE QUANTITIES
SUMMARY OF BRIDGE QUANTITIES
õ NOT A BID ITEM
27690
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BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
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PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
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N
N 21°54'43.15" W108+00 109+00
110+00
HO
DG
SO
N
BR
OO
K
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
SCALE: 1" = 10'
SITE PLAN
19
U.S. ROUTE 1 BYPASS N.B.
U.S. ROUTE 1 BYPASS S.B.
BEGIN MOMENT SLAB (TYP)
STA. 108+71.98END MOMENT SLAB (TYP)
STA. 109+53.98
SITE PLAN3
NOTES:
FOR WATER DIVERSION NOTES, SEE BRIDGE SHEET 2.1.
O'
BRI
EN
DRI
VE
BO
RT
HWI
CK
AV
EN
UE
15" RCP
18" RCP
PARKING LOT
U.S. ROUTE 1 BYPASS
À CONSTRUCTION & PGL
PRIVATE 8"
PRIVATE 4" CLDI (1984)
10" VC
(ITEM 503.101) (SEE NOTE 1)
WATER DIVERSION STRUCTURE
(ITEM 503.101) (SEE NOTE 1)
WATER DIVERSION STRUCTURE
(ITEM 585.3401)
STREAMBED MATERIAL
SIMULATED
LOGGERS
GUAGE AND DATA
LOCATION OF STREAM
APPROXIMATE
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
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34
PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
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STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
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pb pb
pb
pb
pb
pb
pb
g os
g os
cc
3a
1'stump
1.5'c
orn
m
hs
15
15
20
20
20
20
25
25
25
25
25
2525
TO BE REMOVED
2" GAS MAIN
EXISTING
2" GAS MAIN
EXISTING
4'-0"12'-0"13'-6"2'-6"11'-0"11'-0"2'-0"
PHASE 1 WORK AREA
1'-6" MIN.
PHASE 1
SCALE: ‚" = 1'
PHASE 2
SCALE: ‚" = 1'
FINAL CONDITION
SOUTH HEADWALL
SOUTH HEADWALL
SOUTH HEADWALL
NORTH HEADWALL
NORTH HEADWALL
NORTH HEADWALL
PHASE 2 WORK AREA
1'-6" MIN.
56'-0"
53'-6"
PHASE 1
PHASE 2
LEGEND
DIRECTION ON TRAVEL
1'-6" (TYP)
6" (TYP)
SHOULDER SB TRAVEL LANE SB TRAVEL LANE NB TRAVEL LANE NB TRAVEL LANE
SB TRAVEL LANE SB TRAVEL LANE NB TRAVEL LANE NB TRAVEL LANE SHOULDER
LI
MI
TS
OF
WA
TE
R
RE
PE
LL
EN
TLI
MI
TS
OF
WA
TE
R
RE
PE
LL
EN
T
(SI
LA
NE-
SI
LO
XA
NE)
(I
TE
M 534.3) (
TY
P
BO
TH
SI
DE
S)
(TYP)
REVEAL
7"
SHLDR
SHLDR
2'-0"11'-0"11'-0"2'-6"11'-0"11'-0"5'-0"
(ITEM 606.41741)
FOR TRAFFIC CONTROL - BRIDGE.
PORTABLE CONCRETE BARRIER
(ITEM 606.41741)
FOR TRAFFIC CONTROL - BRIDGE.
PORTABLE CONCRETE BARRIER
SB TURN LANE
11'-0"
SB TRAVEL LANE
11'-0"
SB TRAVEL LANE
11'-0"
SHOULDER
5'-7"
DEVICES
CHANNELIZING
MEDIAN WITH
DEVICES
CHANNELIZING
MEDIAN WITH
(SEE NOTE 1)
(SEE NOTE 1)
1'-0"
EXISTING CURBLINE
(SEE ROADWAY ITEMS)
ROADWAY BOX
(TYP)
6"
(TYP)
(ITEM 563.23)
BRIDGE RAIL T3
SCALE: ‚" = 1'
ISLAND
MEDIAN
1'-5"
MEDIAN DETAILS
PAVEMENT AND
PLANS FOR
SEE HIGHWAY
NOTES:
CONSTRUCTION SEQUENCE NOTES:
77'-4" (OUT-TO-OUT)
REMOVAL OF EXISTING BRIDGE STRUCTURE (ITEM 502.)
SHOULDER
5'-3"
NB TRAVEL LANE
12'-0"
NB TRAVEL LANE
12'-0"
SHOULDER
2'-0"
CONCRETE
4'-0"
6" SHOULDER
20
PHASED BRIDGE CONSTRUCTION SEQUENCE4
MATCH EXISTINGMATCH EXISTING
MATCH EXISTING
(ITEM 508.)
STRUCTURAL FILL
(TYP)
3"
FACE OF CURBFACE OF RAIL
À 6" Â PIPE UNDERDRAIN (TYP)
TO BRIDGE.
COLD PLANE AND PAVE NEW WEARING SURFACE BETWEEN INTERSECTIONS ADJACENT8.
INSTALL NEW BINDER SURFACE TO IMPACTED AREA.7.
INSTALL NEW MEDIAN AT LOCATION DETAILED ON HIGHWAY PLANS.6.
BACKFILL WORK AREA TO MATCH EXISTING CROSS SLOPE AND VERTICAL PROFILE.5.
INSTALL T3 BRIDGE RAIL.4.
INSTALL PRECAST CONCRETE MOMENT SLAB.3.
PORTIONS OF WINGWALLS AS SHOWN. SEE BRIDGE SHEET 5 FOR LIMITS OF REMOVAL.
BARRIER. REMOVE EXISTING BRIDGE RAIL, HEADWALL, GRANITE CURBING, AND
THE WORK AREA IS LIMITED TO 1'-6" FROM THE BACK OF THE PORTABLE CONCRETE 2.
AS SHOWN ON HIGHWAY SHEETS 12 THROUGH 14. ADJUST LANES AS SHOWN.
CONTROL - BRIDGE, CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL APPURTENANCES
ENGINEER, SHIFT TRAFFIC, INSTALL PORTABLE CONCRETE BARRIER FOR TRAFFIC
USING APPROPRIATE TRAFFIC CONTROL PROCEDURES, TO THE SATISFACTION OF THE 1.
INSTALL NEW BINDER SURFACE TO IMPACTED WORK AREA.6.
BACKFILL WORK AREA TO MATCH EXISTING CROSS SLOPE AND VERTICAL PROFILE.5.
INSTALL T3 BRIDGE RAIL.4.
INSTALL PRECAST CONCRETE MOMENT SLAB.3.
PORTIONS OF WINGWALLS AS SHOWN. SEE BRIDGE SHEET 5 FOR LIMITS OF REMOVAL.
BARRIER. REMOVE EXISTING BRIDGE RAIL, HEADWALL, GRANITE CURBING, AND
THE WORK AREA IS LIMITED TO 1'-6" FROM THE BACK OF THE PORTABLE CONCRETE2.
SHEETS 9 THROUGH 11. REMOVE MEDIAN AND ADJUST LANES AS SHOWN.
CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL APPURTENANCES AS SHOWN ON HIGHWAY
ENGINEER, INSTALL PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE,
USING APPROPRIATE TRAFFIC CONTROL PROCEDURES, TO THE SATISFACTION OF THE1.
MOMENT SLAB (TYP)
PRECAST CONCRETE
MOMENT SLAB (TYP)
PRECAST CONCRETE
À U.S. ROUTE 1 BYPASS
À U.S. ROUTE 1 BYPASS
À U.S. ROUTE 1 BYPASS TO BRIDGE.
COLD PLANE AND PAVE NEW WEARING SURFACE BETWEEN INTERSECTIONS ADJACENT3.
INSTALL NEW MEDIAN AT LOCATION DETAILED ON HIGHWAY PLANS.2.
INSTALL NEW BINDER SURFACE TO IMPACTED AREA.1.
PHASE 3 (FINAL CONDITION)
TO REMAIN
4" GAS MAIN
EXISTING
(MIN)
6'-6"
(MIN)
6'-6"
(MIN)
6'-6"
(SEE NOTE 2)
(F)(ITEM 504.1)
BRIDGE EXCAVATION
LIMITS OF COMMON
(TYP) (SEE NOTE 2)
EXISTING CONCRETE SLAB
APPROXIMATE LOCATION OF
(SEE NOTE 5)
(ITEM 538.1) (TYP)
PEEL AND STICK (F)
BARRIER MEMBRANE,
BRIDGE STRUCTURE TO THE LIMIT DEFINED FOR ITEM 504.1
SECTION OF HEADWALL TO REMAIN AND ALONG THE TOP OF THE EXISTING
EXTEND ITEM 538.1, BARRIER MEMBRANE PEEL AND STICK (F), DOWN THE 5.
FOR BRIDGE REMOVAL NOTES, SEE BRIDGE SHEET 2.4.
FOR UNDERDRAIN DETAIL, SEE BRIDGE SHEET 8.3.
SLAB.
METHOD OF EXCAVATION SHALL NOT UNDERMINE THE EXISTING CONCRETE
INSTALLATION SHALL BE CONSIDERED SUBSIDIARY TO ITEM 504.1. THE
ALL TEMPORARY EARTH SUPPORT NEEDED TO COMPLETE THE MOMENT SLAB2.
CONCRETE BARRIER.
SHALL BE NO CLOSER THAN 1'-6" TO THE BACK FACE OF THE PORTABLE
FOR AN UNSUPPORTED OPEN EXCAVATION, THE TOP OF THE EXCAVATION1.
(SEE NOTE 2)
(F)(ITEM 504.1)
BRIDGE EXCAVATION
LIMITS OF COMMON
BE REMOVED (ITEM 203.1)
EXISTING MEDIAN ISLAND TO
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
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US ROUTE 1 BYPASS OVER HODGSON BROOK
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STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
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REMOVAL
LIMIT OF
TO BE REMOVED
SECTION OF WINGWALL
TO BE REMOVED
SECTION OF WINGWALL
B
B
17'-9"46'-6"17'-9"
(T
YP)
2'-0"
(T
YP)
1"
(TYP)
2'-0"
A
A
12
4
2'-4"
2'-
1"
VA
RI
ES
VARIES
SECTION A-A
SCALE: ƒ" = 1'SCALE: ƒ" = 1'
GRANITE CURB
STRAIGHT
10"
REINFORCEMENT
EXISTING
1'-
3"
HE
AD
WA
LL
EXI
STI
NG
1"
JOINT
COLD
EXISTING
TO BE REMOVED
HEADWALL
5'-0"
TO BE REMOVED
SECTION OF CELL CEILING
10"
(SEE NOTE 1) CULVERT BRIDGE
TOP OF BOX
SH
EE
T
6
SE
E
BRI
DG
E
2'-4"
12
4
SECTION B-B
SCALE: ƒ" = 1'SCALE: ƒ" = 1'
6'-
2"
10"
BE REMOVED
WINGWALL TO
SECTION OF
CURB
STRAIGHT GRANITE
(SEE NOTE 1)
LIMIT OF REMOVAL
VARIES
1"
TO REMAIN
SECTION OF WINGWALL
1'-
0"
(SEE NOTE 1)
TO ITEM 502.)
(SUBSIDIARY
SAWCUT 1"
SCALE: ƒ" = 1'
(REMOVAL LIMITS, CELLS 2 - 5)
SECTION THROUGH UPSTREAM END OF STRUCTURE
5'-0"
TO BE REMOVED
SECTION OF CELL CEILING
4"
4'-0"
10"
10"
SH
EE
T
6
SE
E
BRI
DG
E
TO BE REMOVED
CONCRETE LIP
CULVERT BRIDGE
TOP OF BOX
SCALE: ‚" = 1'
21
CELL 1CELL 2 CELL 3 CELL 4 CELL 5
TO REMAIN
SECTION OF WINGWALL
REMOVAL OF EXISTING BRIDGE STRUCTURE (ITEM 502.)
TO BE REMOVED
SECTION OF HEADWALL
EL. 23.75 (UPSTREAM END)
EL. 23.58 (DOWNSTREAM END)
BRIDGE CONCRETE REMOVAL5
HEADWALL
ORIGINAL
TOP OF
LEGEND
PREPARATION FOR CONCRETE REPAIRS, CLASS II (ITEM 512.02)
(SEE NOTE 1)
BOX CULVERT BRIDGE
TOP OF
(LEVEL) (SEE NOTE 2) (TYP)
SAWCUT WITH NEAT STRAIGHT LINE
(REMOVAL LIMITS SIMILAR AT DOWNSTREAM OUTLET EXCLUDING 4" LIP)
TO REMAIN
SECTION OF WINGWALL
TO REMAIN
HEADWALL
EXISTING
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
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PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
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NOTES:
FOR CELLS 2-5.
DOWNSTREAM OUTLET OF CELL 1 SHALL HAVE CEILING REMOVAL LIMITS AS SHOWN6.
FOR BRIDGE REMOVAL NOTES, SEE BRIDGE SHEET 2.5.
BE SHORED AND TEMPORARILY SUPPORTED.
PRIOR TO COMMENCING CELL WALL REHABILITATION WORK, THE BRIDGE SHALL4.
ITEM 206.19, COMMON STRUCTURE EXCAVATION EXPLORATORY.
BASED ON INSPECTIONS AT THE TEST PIT LOCATIONS. COST SHALL BE PAID UNDER
ENGINEER TO DETERMINE IF REPAIRS DEFINED IN ADJACENT CELLS ARE WARRANTED
ONE IN THE MIDDLE TO DETERMINE THE CONDITION OF THE EXISTING CONCRETE.
CONTRACTOR SHALL DIG 3 TEST PITS IN CELL 1: ONE TEST PIT AT EACH END AND3.
LIMIT SHALL BE MADE FLAT IN PREPARATION FOR THE MOMENT SLAB PLACEMENT.
ELEVATION VIEW. THE SURFACE OF THE CONCRETE TO REMAIN ALONG THE REMOVAL
1" SAWCUT SHALL BE A NEAT STRAIGHT LINE ALONG THE LIMITS SHOWN IN THE2.
MOMENT SLAB UNITS.
APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO FABRICATION OF PRECAST
OF THE 1940'S ORIGINAL STRUCTURE AS SHOWN. THE ELEVATIONS SHOWN ARE
THE EXISTING WINGWALL CUT LINE SHALL BE SET AT THE TOP OF THE HEADWALL1.
EL. 23.75 (UPSTREAM END)
EL. 23.58 (DOWNSTREAM END)
EL. 23.75 (UPSTREAM END)
EL. 23.58 (DOWNSTREAM END)
TO REMAIN
4" GAS MAIN
EXISTING
HEADWALL
FACE OF EXISTING
HEADWALL
ORIGINAL
TOP OF
CUT-OFF WALL
FACE OF EXISTING
HEADWALL
FACE OF EXISTING
SEE NOTE 4NOTE 6
SEE
TO REMAIN
9" WATER MAIN
EXISTING 4" LIP (TYP)
(UPSTREAM END ONLY)
TYPICAL STRUCTURE ELEVATION (UPSTREAM)
EXISTING CULVERT FLOOR
NOT TO SCALE
NOT TO SCALE
22
ENGINEER
AS DETERMINED BY THE
LIMITS OF UNSOUND CONCRETE
STEEL TO REMAIN
EXISTING SOUND REINFORCING
REMOVAL
CONCRETE
EDGE OF
(SEE NOTE 8)
PROPOSED SAWCUT
(TYP)
90°
LEGEND
EXPOSED EXISTING REINFORCING STEEL
DETERIORATED CONCRETE TO BE REMOVED
(SEE NOTE 8)
SAW CUT EDGE OF PATCH
REMOVAL
EDGE OF CONCRETE
STEEL TO REMAIN
REINFORCING
EXISTING SOUND
(MIN)
1•"
REPAIR AREA
VOID AREA OF DESIGNATED
EXISTING CONCRETE
MATCH FACE OF
REPLACEMENT DETAIL, THIS SHEET.
AS SHOWN ON THE REINFORCING BAR
AS REQUIRED, SHALL BE REPLACED
STEEL. THE REINFORCING STEEL,
DEPTH OF 1•" BEHIND EXISTING
TO SOUND CONCRETE OR A MINIMUM
REMOVE DETERIORATED CONCRETE
CONCRETE REPAIR DETAILS6
PARTIAL DEPTH CONCRETE REPAIR DETAIL
CONCRETE REPAIRS
SECTION
PARTIAL DEPTH CONCRETE REPAIR DETAIL
CONCRETE REPAIRS
ELEVATION
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
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PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
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LAP LENGTH
LAP LENGTHBAR SIZE
#5
#6
#7
#8
#9
24"
WORK ONLY.
TABLE ABOVE ARE FOR REPAIR
LAP LENGTHS PROVIDED IN
#4 20"
32"
42"
55"
69"
NOT TO SCALE
SECTION SHALL BE REPLACED.
LOST MORE THAN 50% OF ITS
REINFORCING STEEL THAT HAS
NOTE:
(TYP) (SEE NOTE 8)
SAWCUT EDGE OF PATCH
REINFORCING BAR REPLACEMENT DETAIL
CONCRETE REPAIRS
REMOVAL
EDGE OF CONCRETE
ALL AROUND
1•" (MIN)
TABLE (TYP)
SEE LAP LENGTH
STEEL TO REMAIN (TYP)
EXISTING SOUND REINFORCING
EXISTING CONCRETE
MATCH FACE OF
MATCH EXISTING)
(SIZE AND SPACING TO
ITEM 544.01 (TYP)
STEEL SHALL BE UNCOATED,
REPLACEMENT REINFORCING
ACHIEVED
REQUIRED LAP LENGTH CAN BE
STEEL IS SOUND SUCH THAT THE
CUT AT POINT WHERE EXISTING
APPLICATIONS
(TYP) FOR VERTICAL AND HORIZONTAL
ITEM 520.01, CONCRETE CLASS AA
LIMITS OF PROPOSED REPAIR WITH
CONCRETE REPAIR NOTES
UNDER ITEM 512.02.
PREPARATION FOR CONCRETE REPAIRS TO BE AS SPECIFIED IN SECTION 512 AND PAID FOR10.
ALL EXPOSED STEEL SHALL BE THOROUGHLY BLAST CLEANED.9.
OF 1" DEEP.
ALL DETERIORATED AREAS SHALL BE DELINEATED BY A SAWCUT. SAWCUT SHALL BE A MINIMUM8.
CONCRETE WHICH HAS SPALLED OR OTHERWISE DETERIORATED.
CONCRETE REPAIRS INCLUDE REMOVING DETERIORATED, LOOSE AND MAP CRACKED CONCRETE OR7.
ROUGHENED TO A MINIMUM AMPLITUDE OF ‚".
ALL EXISTING SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST IT MUST BE6.
EXISTING SURFACES.
IMMEDIATELY PRIOR TO PLACING NEW CONCRETE AGAINST EXISTING CONCRETE, CLEAN AND WET5.
UNCOATED AND PAID FOR UNDER ITEM 544.01.
REINFORCEMENT USED TO REPLACE EXISTING DETERIORATED REINFORCING STEEL SHALL BE 4.
INSTALL ACCORDING TO REINFORCING REPLACEMENT DETAIL.
AND INSTALLING REPLACEMENT REINFORCING STEEL SHALL BE AT THE CONTRACTOR'S EXPENSE.
REMOVAL, PATCHING MATERIAL, CLEANING EXISTING REINFORCING STEEL, AND FURNISHING
REINFORCEMENT TO THE EXTENT REQUIRING REPLACEMENT, ANY ADDITIONAL CONCRETE
IF DURING REMOVAL OF DETERIORATED CONCRETE, THE CONTRACTOR DAMAGES EXISTING3.
CONCRETE FOR REPAIR AREAS SHALL BE CONCRETE CLASS AA, ITEM 520.01.2.
DETERMINED BY JOINT INSPECTION OF CONTRACTOR AND CONTRACT ADMINISTRATOR.
CONCRETE REPAIR LOCATIONS SHALL BE AS DETAILED ON BRIDGE SHEETS 7 AND 8, AND AS1.
CELL 5CELL 3
(TYP)
8'-0"
CELL 2 CELL 4
(TYP)
10"
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
08/18 JAL
08/18
08/18
08/18
192 / 106
34
PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
SFD SIW
JAL
08/18 08/18135-1-1
X-A003(589)
SCALE: •" = 1'-0"SCALE: •" = 1'-0"
A
A
REHABILITATION NOTES:
CELL 1
BRIDGE ELEVATION (UPSTREAM)(
TY
P)
10"SEE NOTE 1
SEE NOTE 2
TO REMAIN (TYP)
EXISTING WINGWALL
TO REMAIN
EXISTING HEADWALL
TO REMAIN
EXISTING CUT-OFF WALL
TO REMAIN
4" GAS MAIN
EXISTING
TO REMAIN
9" WATER MAIN
EXISTING
(T
YP
FO
R
CE
LL
S 1
AN
D 5)
6'-6"
(T
YP
FO
R
CE
LL
S 2
TH
RO
UG
H 4)
6'-2"
(TYP)
2'-0"
(TYP)
4'-0"
(TYP)
2'-0"
2" CHAMFER (TYP)
(T
YP)
1'-8"
CELL FLOOR (TYP)
1" RECESS INTO EXISTING
(T
YP)
2'-0"
(TYP)
2'-0"
SCALE: •" = 1'-0"
5'-0"
9"
10"
1'-4"
6'-
2"
SECTION A-A
SLAB
CONCRETE MOMENT
PROPOSED PRECAST
TO BE REMOVED
EXISTING HEADWALL
TO REMAIN
EXISTING HEADWALL
6"
TO REMAIN
CUT-OFF WALL
EXISTING
MO
DI
FI
ED
2'-1"
WA
LL
CELL INVERT
PROPOSED
EXI
STI
NG
R.
O.
W.
CHANNEL
EXISTING
APPROX.
DOWNSTREAM END ONLY
8"
11"
CELL 1 EXISTING CONDITIONS (AT OUTLET)
SCALE: •" = 1'-0"
(LOOKING UPSTREAM)
1'-6" (
±)
4'-6" (
±)
4" GAS MAIN
9" WATER MAIN
GROUND
EXISTING
APPROXIMATE
SCALE: •" = 1'-0"
1'-6" (
±) 2'-6" (
±)
4" GAS MAIN
9" WATER MAIN
SCALE: •" = 1'-0"
(LOOKING UPSTREAM)
4'-
9" (
±)
6'-2" (
±)
4" GAS MAIN
9" WATER MAIN
(RETAINING EARTH)
CONCRETE BLOCK
GROUND
EXISTING
APPROXIMATE
23
7REHABILITATION DETAILS (1 OF 2)
BRIDGE SHEET 8)
(SEE UNDERDRAIN DETAIL,
ITEM 605.906
(LOOKING DOWNSTREAM)
CELL 1 EXISTING CONDITIONS (AT INLET)
GROUND
EXISTING
APPROXIMATE
CELL 1 EXISTING CONDITIONS (MIDDLE OF CELL)
SEE NOTE 3 (TYP)
À 6" Â PIPE UNDERDRAIN
3"
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
(MI
N)
5"
*
SEE BRIDGE SHEET 6
CELL CEILING
EXISTING
(SUBSIDIARY TO ITEM 529.903)
1" BEARING PAD
FLOOR (TYP)
EXISTING CELL
(T
YP)
5" (
MI
N)
(T
YP)
4" (
MI
N)
SEE BRIDGE SHEET 6
FOR REPAIR DETAILS,
(TYP)
5" (MIN)
CONCRETE MOMENT SLAB
PROPOSED PRECAST
ELEVATION OF PROPOSED BRIDGE REHABILITATION
SIMULATED STREAMBED MATERIAL TO MATCH INVERT OUT
CELLS 2 THROUGH 5.
THE PROPOSED FLOOR AND WALL REPAIRS SHALL BE FULL LENGTH OF EACH CELL FOR3.
CEILING REPAIR SHALL ALSO BE INCLUDED ON THE DOWNSTREAM END OF CELL 1.
THE DOWNSTREAM AND THE UPSTREAM FASCIAS FOR CELLS 2 THROUGH 5. THE PROPOSED
THE PROPOSED CEILING CONCRETE REPAIR SHALL BE 5' INWARD FROM THE FACE OF2.
ITEM 206.19, COMMON STRUCTURE EXCAVATION EXPLORATORY.
BASED ON INSPECTIONS AT TEST PIT LOCATIONS. COSTS SHALL BE PAID FOR UNDER
CONTRACT ADMINISTRATOR TO DETERMINE IF TYPICAL CONCRETE REPAIRS ARE NEEDED
ONE IN THE MIDDLE TO DETERMINE THE CONDITION OF THE EXISTING CONCRETE.
CONTRACTOR SHALL DIG 3 TEST PITS IN CELL 1: ONE TEST PIT AT EACH END AND1.
PAVEMENT
EXISTING
9'-6"±
(ITEM 585.3401) *
STREAMBED MATERIAL
SIMULATED
(T
YP)
10"
(5 CELLS @ 8'-0" AND 6 CELL WALLS @ 10" = 45'-0")
OUT TO OUT = 45'-0"
CELL FLOOR
8'-0"
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
08/18 JAL
08/18
08/18
08/18
192 / 106
34
PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
SFD SIW
JAL
08/18 08/18135-1-1
X-A003(589)
LI
MI
TS
OF
WA
TE
R
RE
PE
LL
EN
TLI
MI
TS
OF
WA
TE
R
RE
PE
LL
EN
T
1'-0"
1'-
4"
6"
(ITEM 563.23)
BRIDGE RAIL T3
(SEE NOTE 1)
(SUBSIDIARY TO ITEM 605.906)
AGGREGATE (0.5 CY)
THIS SHEET)
(SEE UNDERDRAIN DETAIL,
ITEM 605.906
UNDERDRAIN
6" Â PIPE
(SEE HIGHWAY ITEMS)
ROADWAY BOX
(ITEM 508.)
STRUCTURAL FILL
WINGWALL TO REMAIN
PORTION OF EXISTING
CONCRETE MOMENT SLAB
PROPOSED PRECAST
(SI
LA
NE-
SI
LO
XA
NE) (I
TE
M 534.3)
SCALE: •" = 1'-0"
SECTION C-C
6
1
3"
EL 23.58 (DOWNSTREAM)
EL 23.75 (UPSTREAM)
FINISH GRADE
(ITEM 504.1)
BRIDGE EXCAVATION
LIMIT OF COMMON
EXCAVATION (ITEM 504.1)
LIMIT OF COMMON BRIDGE
TO ITEM 529.903)
1" BEARING PAD (SUBSIDIARY
(SEE NOTE 3)
8
24
SCALE: •" = 1'-0"SCALE: •" = 1'-0"
CELL 5CELL 4
CELL 3
CELL 2CELL 1
B B
(TYP 2 LOCATIONS)
116 - #4C1 @ 8"
(TYP 3 LOCATIONS)
116 - #4C2 @ 8"
(TYP 2 LOCATIONS)
5 - #4C3 SPACED AS SHOWN
(TYP 3 LOCATIONS)
10 - #4C3 SPACED AS SHOWN
SCALE: •" = 1'-0"
SECTION B-B
WALL
10"
WALL
10"
116 - #4
C2
@ 8"
116 - #4
C2
@ 8"
REHABILITATION DETAILS (2 OF 2)UNDERDRAIN DETAIL
1'-4"
2"
MEET THE REQUIREMENTS OF SECTION 605
GEOTEXTILE, AGGREGATE, AND SAND SHALL
NOTE:
ITEM 605.906)
(SUBSIDIARY TO
GEOTEXTILE
ITEM 605.906)
(SUBSIDIARY TO
SAND
1'-6"
SCALE: •" = 1'-0"
9"NOTES:
MI
N
LA
P
1'-8"
(T
YP)
(CONTRACTORS OPTION)
6" Â PIPE UNDERDRAIN
ITEM 605.906,
SEE BRIDGE SHEET 6
FOR REPAIR DETAILS,
TYPICAL BRIDGE SECTION (REINFORCEMENT)
(SEE BRIDGE SECTION, ABOVE, FOR SPACING)
20 (2x10) - #4C3
(SEE BRIDGE SECTION, ABOVE, FOR SPACING)
20 (2x10) - #4C3
WELDED WIRE FABRIC
6x6 - W2.9xW2.9
QUANTITY OF STEEL IS SUPPLIED FOR EACH SQUARE FOOT OF AREA.
OTHER WIRE FABRIC PATTERNS MAY BE SUBSTITUTED PROVIDED AN EQUAL OR GREATER5.
1 MESH SIZE SHALL BE USED.
IF LAPPING OF THE WELDED WIRE FABRIC IS REQUIRED, THEN A MINIMUM LAP OF 6" OR4.
SEE NOTE 1, BRIDGE SHEET 5, FOR WINGWALL CUT LINE INFORMATION.3.
FOR LOCATION OF SECTION C-C, SEE BRIDGE SHEET 10.2.
(WITH NO OUTLET PIPE).
AGGREGATE DRAINS SHALL CONFORM TO SECTION 605 OF THE STANDARD SPECIFICATIONS1.
ITEM 605.906)
(SUBSIDIARY TO
AGGREGATE
(SEE NOTES 4 AND 5)
(TYP 3 LOCATIONS)
(SUBSIDIARY TO ITEM 520.01)
6x6 - W2.9xW2.9 WELDED WIRE FABRIC
3 - #5 SPACED AS SHOWN
SCALE: ‚" = 1'
PRECAST CONCRETE MOMENT SLAB LAYOUT PLAN
6'-0"
1'-7"11 POST SPACES @ 7'-2" = 78'-10"1'-7"
2"
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
08/18 JAL
08/18
08/18
08/18
192 / 106
34
PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
SFD SIW
JAL
08/18 08/18135-1-1
X-A003(589)
SCALE: 1" = 1'
VA
RI
ES
3'-2"1'-0"
6"
2'-0"
1'-6"
2"
2"
ƒ" CHAMFER (TYP)
6'-0"
1'-0"
10"
(ITEM 563.23)
BRIDGE RAIL T3
0.5%
(ITEM 529.903)
PRECAST CONCRETE MOMENT SLAB
À •" Â HALF-ROUND DRIP NOTCH
VA
RI
ES
EXISTING HEADWALL TO REMAIN
10"
(SEE DETAILS, THIS SHEET)
MATCH CAST JOINT KEYWAY
TYPICAL MOMENT SLAB MASONRY SECTION
SCALE: 1" = 1'
#6 @ 6"
#6 @ 6"
#6 @ 6"
#6 @ 12"
TYPICAL MOMENT SLAB REINFORCEMENT SECTION
#5 @ 12" TOP AND BOTTOM
#5
@ 12" (
EF)
SCALE: 1" = 1'
VERTICAL MATCH CAST JOINT
1'-10"
8"
6"
8"
3"
(T
YP)
•"
SCALE: 1" = 1'
1'-
6"
6"
6"
6"3"
(T
YP)
•"
HORIZONTAL MATCH CAST JOINT
20'-6"20'-6"20'-6"20'-6"
82'-0"
25
MOMENT SLAB DETAILS (1 OF 2)
2'-0" BRUSH CURB
(SEE DETAILS, BRIDGE SHEET 10)
CONNECTION ASSEMBLY (TYP)
GALVANIZED STEEL
9
(SUBSIDIARY TO ITEM 529.903)
1" BEARING PAD
10"
10"
(BRUSH CURB COPING)
(BRUSH CURB COPING) SLAB JOINT (TYP)
PRECAST CONCRETE MOMENT
27690
M cFarlandJohnson
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SIW
DJD
08/18 JAL
08/18
08/18
08/18
192 / 106
34
PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE
18OF
SFD SIW
JAL
08/18 08/18135-1-1
X-A003(589)
SCALE: 1" = 1'
TYPICAL MOMENT SLAB SECTION AT JOINTS
A AB
B
(T
YP)
À 1Ž" Â HOLE FOR
1•" Â ANCHOR ROD (TYP)
PAD (TYP)
FABRIC BEARING
„" PREFORMED
PLATE
GALVANIZED STEEL
1" x 6" x 4'-6"
PLATE
GALVANIZED STEEL
1" x 1'-6" x 4'-6"
WASHER Á (TYP)
3" x 3" x …"
NUT WITH A POINTED TOOL (TYP)
BOLT SHALL BE BURRED AT FACE OF
HEAVY HEX NUT, THREADS OF
SCALE: 1" = 1'
VIEW B-B
À JOINT
À 1Ž" Â HOLE FOR
1•" Â ANCHOR ROD (TYP)
PLATE
GALVANIZED STEEL
1" THICK
SCALE: 1" = 1'
VIEW A-A
À JOINT
À 1Ž" Â HOLE FOR
1•" Â ANCHOR ROD (TYP)
PLATE
GALVANIZED STEEL
1" THICK
MOMENT SLAB
PRECAST CONCRETE
INTERIOR FACE OF
LENGTH
1•
"
DI
A
THREADS
5" CUT OR ROLLED
ANCHOR ROD DETAIL
NOT TO SCALE
1'-3"
EMBEDMENT
1'-8"
WASHER PLATE
…" THICK
ANCHOR ROD DETAIL
NOT TO SCALE
NOT TO SCALE
WASHER PLATE DETAIL
ANCHOR BOLT
À 1Œ"  HOLE FOR 1•" Â
UPSTREAM ELEVATION
SCALE: ‚" = 1'
CELL 5CELL 4CELL 3CELL 2CELL 1
(ITEM 563.23)
BRIDGE RAIL T3
(TYP)
(STEEL POSTS) (ITEM 565.232)
BRIDGE APPROACH RAIL T3
HEADWALL TO REMAIN
EXISTING
EXISTING BRIDGE CELLS TO REMAIN
CONCRETE REPAIR (TYP)
SCALE: ‚" = 1'
CELL 5 CELL 4 CELL 3 CELL 2 CELL 1
(ITEM 563.23)
BRIDGE RAIL T3
(TYP)
(STEEL POSTS) (ITEM 565.232)
BRIDGE APPROACH RAIL T3
WINGWALL TO REMAIN
PORTION OF EXISTING
HEADWALL TO REMAIN
EXISTING
EXISTING BRIDGE CELLS TO REMAIN
CONCRETE REPAIR (TYP)
DOWNSTREAM ELEVATION
26
10MOMENT SLAB DETAILS (2 OF 2)
EL 27.59EL 28.41
EL 27.59
EL 28.41
1" BEARING PAD
1" BEARING PAD
EL 28.21
EL 28.00 EL 27.80
EL 27.80 EL 28.00 EL 28.21
C
NOTES
BRIDGE SHEET 8)
(SEE UNDERDRAIN DETAIL,
6" Â PIPE UNDERDRAIN
BRIDGE SHEET 8)
(SEE UNDERDRAIN DETAIL,
6" Â PIPE UNDERDRAIN
PRECAST CONCRETE MOMENT SLAB JOINT NOTES
EL 23.58
WINGWALL TO REMAIN
PORTION OF EXISTINGC
(SEE NOTE 2)
1'-6"
1'-6"
EL 23.58
(SEE NOTE 2)
À 6" Â PIPE UNDERDRAIN (TYP)
WINGWALL TO REMAIN
PORTION OF EXISTINGC
1'-6"
EL 23.75
(SEE NOTE 2)
C
WINGWALL TO REMAIN
PORTION OF EXISTING
EL 23.75
(SEE NOTE 2)
1'-6"
À 6" Â PIPE UNDERDRAIN (TYP)
SLAB JOINT (TYP)
PRECAST CONCRETE MOMENT
CUT LINE INFORMATION.
SEE NOTE 1, BRIDGE SHEET 5, FOR WINGWALL2.
FOR SECTION C-C, SEE BRIDGE SHEET 8.1.
SILICONE JOINT SEALANT (F).
UNITS ABOVE FINISH GRADE TO ONE FOOT BELOW FINISH GRADE WITH ITEM 562.1,
PLACEMENT OF ITEM 538.1, SEAL JOINTS BETWEEN PRECAST CONCRETE MOMENT SLAB
MEMBRANE, PEEL AND STICK (F) ALONG JOINT UP TO FINISH GRADE. PRIOR TO
PRIOR TO INSTALLATION OF THE CONNECTION PLATES, PLACE ITEM 538.1, BARRIER4.
TO ITEM 529.903, PRECAST CONCRETE MOMENT SLAB.
GALVANIZED STEEL PLATES, ANCHOR RODS, NUTS AND WASHERS, SHALL BE SUBSIDIARY3.
ALL CONNECTION PLATES SHALL BE GALVANIZED IN ACCORDANCE WITH SECTION 550.2.9.2.
M232 ASTM A513.
AND WASHERS SHALL BE GALVANIZED AFTER FABRICATION AND CONFORM TO AASHTO
ANCHOR RODS SHALL BE FABRICATED IN ACCORDANCE WITH SECTION 550.2.5. NUTS1.
11 POST SPACES @ 7'-2" = 78'-10"
11 POST SPACES @ 7'-2" = 78'-10"
1'-7" 1'-7"
1'-7"1'-7"
4 SPACES AT 20'-6" = 82'-0" (PRECAST CONCRETE MOMENT SLAB)
4 SPACES AT 20'-6" = 82'-0" (PRECAST CONCRETE MOMENT SLAB)
EM
BE
DM
EN
T
1'-3"
1'-1"
1'-0"
(T
YP)
8•
"
(TYP)
3"
6"
4'-6"
4'-6"
(TYP)
3"
3"
1'-0"
1'-0"
1'-0"
1'-0"
3"
1'-5"
1'-6"
4'-6"
1'-0"
3"
3"
3'-2"
3"
1'-0"
1'-
0"
1'-0"
1'-0"
3"
(TYP)
1•"
3"
3"
TO REMAIN
4" GAS MAIN
EXISTING
TO REMAIN
4" GAS MAIN
EXISTING
TO REMAIN
9" WATER MAIN
EXISTING
TO REMAIN
9" WATER MAIN
EXISTING
6…"
10"
1Ž" 1Ž"
2"
5"
5"
2"
1'-2"
5"
5"
1•
"
1'-1"
6…" 1•"1•"
3†"
9…"
10"
7†"6…"10"
COPING
2"
5"
AS NOTED
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO.TOWN
LOCATION
STATE PROJECT
BRIDGE SHEET
OF
FILE NUMBER
TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.
DESIGNED
DRAWN
QUANTITIES CHECKED
CHECKED
CHECKED
BY DATEDATE BYREVISIONS AFTER PROPOSAL
REV. DATE
ISSUE DATESHEET SCALESUBDIRECTORY
NETC/JSZ 3/02 NHDOT
JSZPJP
27690T3_BR-RAIL
.DGN LOCATOR 11/15/05
English/BR-RAIL
10/05 10/05
SPLICE BAR DIMENSION TABLE
** = END SPLICE BAR
T = TOTAL MOVEMENT OF BRIDGE
3‚" • T \ 5‚"
INTERIOR
** \ 3‚"
**
2•"
2•"
3•"
4"
4"
5"
4"
4"
5"
2"
2"
2•"
ƒ"
2"
3"
1'-8"
1'-8"
2'-1"
T A B C D X L
USED, ROD DIAMETER SHALL NOT BE LESS THAN ROOT DIAMETER OF THREADS.
DIAMETER SHALL NOT BE LESS THAN NOMINAL DIAMETER. IF ROLLED THREADS ARE
(10) THREADS FOR ANCHOR RODS MAY BE ROLLED OR CUT. IF CUT THREADS ARE USED, BOLT
REQUIRED FOR SPLICE TUBES.
TEST SAMPLES SHALL BE TAKEN AFTER FORMING THE TUBES. CHARPY V-NOTCH IS NOT
V-NOTCH REQUIREMENTS OF 15 FT. LBS. AT 0°F. FOR ASTM A500, GRADE B, THE
STRUCTURAL STEEL TUBING. RAIL TUBING SHALL MEET THE LONGITUDINAL CHARPY
(12) STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B,
GR 50, EXCEPT ANCHOR PLATES MAY BE ASTM A36.
(13) RAIL POSTS AND BASE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572
AND GALVANIZING.
STUDS, STRUCTURAL TUBING, SPLICE BARS, PIPE SPACERS, ALL APPURTENANCES,
PLATES, ANCHOR RODS, PREFORMED PADS, RAIL ASSEMBLY BOLTS, NUTS, WASHERS,
(1) ITEM 563.23, BRIDGE RAIL T3, SHALL INCLUDE POSTS, BASE PLATES, ANCHOR
EXCEPT ON GRADES OVER 5% WHERE POSTS SHALL BE SET VERTICAL.
(2) BRIDGE RAIL POSTS SHALL BE SET NORMAL (90 DEGREES) TO THE PROFILE GRADE,
SMOOTH. ALL CUT EDGES OF ALL MATERIAL SHALL BE GROUND SMOOTH.
(3) ENDS OF RAIL TUBE SECTIONS SHALL BE SAWED OR MILLED AND SHALL BE TRUE AND
(4) EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF THREE (3) POSTS.
SLOTTED HOLES IF MECHANICALLY GUIDED.
(5) BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE USED TO FINISH
SHALL BE TIGHTENED TO A SNUG FIT AND GIVEN AN ADDITIONAL „ TURN.
(9) NUTS FOR 1" Â THREADED ANCHOR RODS CONNECTING THE BASE PLATE TO THE CONCRETE
(17) PREFORMED BEARING PADS (1/8" THICK) SHALL CONFORM TO AASHTO M251.
RAIL NOTES
MATERIAL NOTES
OFF GALVANIZING, WELDING ON STUDS, THEN TOUCH UP GALVANING PER NOTE #8 ABOVE.
(16) DETAIL A STUDS SHALL BE WELDED ON AFTER TUBES ARE GALVANIZED BY SPOT GRINDING
DETAILS AND SPACING.
STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION (DL-1) FOR ADDITIONAL
INCLUDING GALVANIZING TOUCH-UP, SHALL BE SUBSIDIARY TO ITEM 563.23. SEE
(18) RETROREFLECTIVE DELINEATORS, BOLTS, NUTS, WASHERS AND FIELD DRILLING OF POSTS,
ANCHOR RODS SHALL CONFORM TO ASTM A449.
WASHERS AND SHALL MEET THE DIMENSIONAL REQUIREMENTS OF A.N.S.I. B18.22.
ASSEMBLY. WASHERS SHALL BE HARDENED STEEL COMMERCIAL TYPE A PLAIN WIDE
OR BETTER, EXCEPT THAT ASTM A307 NUTS MAY BE USED ON THE BOTTOM OF ANCHOR
BOLTS AND NUTS SHALL CONFORM TO ASTM A307 AND ASTM 563 GRADE A RESPECTIVELY
PER AWS D1.5, 7.7.1. DETAIL B BOLTS SHALL BE ASTM A325 OR A449. ALL OTHER
CONFORM TO ASTM A276 TYPE 304, STAINLESS STEEL, AND SHALL BE TORQUE TESTED
(14) THREADED STUDS AND MATCHING NUTS FOR RAIL-TO-POST ATTACHMENT (DETAIL A) SHALL
PROPERLY STORED. IF PAINTING IS REQUIRED SEE SPECIAL PROVISIONS FOR 708.
SURFACES SHALL HAVE A UNIFORM APPEARANCE AND GALVANIZED MATERIAL SHALL BE
GALVANIZING KETTLE SHALL HAVE 0.05 TO 0.09 PERCENT NICKEL. GALVANIZED
IN COMPLIANCE WITH AASHTO M232 (ASTM A153) AND AASHTO M111 (ASTM A123). THE
(15) ALL STEEL COMPONENTS (EXCEPT STAINLESS) SHALL BE GALVANIZED AFTER FABRICATION
OF THE SPLICE TO ALLOW MOVEMENT ON EACH SIDE.
THE SAME TREATMENT. AT END SPLICES PIPE SPACERS SHALL BE USED ON BOTH SIDES
SPLICE TO ALLOW MOVEMENT ON THAT SIDE. ALL RAILS IN A SPLICE SHALL RECEIVE
(6) AT INTERIOR SPLICES, PIPE SPACERS SHALL BE USED ON ONLY ONE SIDE OF THE
T3 STEEL BRIDGE RAIL
HMHS-B50, MARCH 11, 1999.
TRANSPORTATION CONSORTIUM AND ACCEPTED AS NCHRP 350 TL-4 PER FHWA LETTER
WAS SUCCESSFULLY CRASH TESTED FOR AASHTO PL2 IN 1994 BY THE NEW ENGLAND
(11) THIS BRIDGE RAIL SYSTEM IS IN COMPLIANCE WITH T2 STEEL BRIDGE RAIL WHICH
11/1/16
FORMED TO THE REQUIRED CURVATURE (SEE SECTION 563.3.2.1).
RAIL ELEMENTS USED ON CURVES SHALL USE …" WALL TUBES AND SHALL BE SHOP
(7) MILL OR SHOP TRANSVERSE WELDS SHALL NOT BE PERMITTED ON ANY RAIL ELEMENT.
ACCORDING TO SECTION 550.2.9.1 AND ASTM A780.
A MINIMUM 92% ZINC BY WEIGHT, TO A THICKNESS EQUAL TO THE ORIGINAL COATING,
PAINTED WITH TWO COATS OF ORGANIC ZINC-RICH GALVANIZING REPAIR PAINT, HAVING
DAMAGED AREAS OF GALVANIZING SHALL BE THOROUGHLY CLEANED, PRETREATED, AND
EXCEPT AS ALLOWED IN DETAILS A AND B, AND FOR INSTALLATION OF DELINEATORS.
(8) NO PUNCHING, DRILLING, CUTTING OR WELDING SHALL BE PERMITTED AFTER GALVANIZING,
27690
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192 / 106PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
SIW
11
JAL
18
3427
135-1-1
X-A003(589)
0818 08/18
VARIES
"L" (END SPLICE BAR)
(TYP)
RAIL POST
(TYP)
"X" @ 45°F AT EXPANSION SPLICE
(TYP)
IN LOW END OF ALL RAILS
PROVIDE •" Â DRAIN HOLES
REVEAL
7" CURB
SCALE: •" = 1'-0"
RAIL ELEVATION
1'-8" (SPLICE BAR)
À SPLICE(± 3")
1'-6"
ƒ" @ 45°F AT INTERIOR RAIL SPLICES
(± 3")
1'-6"
(± 3")
1'-6"
(TYP)
BRIDGE APPROACH RAIL T3PAY LENGTH OF BRIDGE RAIL T3, ITEM 563.23
SEE MOMENT SLAB DETAILS, BRIDGE SHEET 10, FOR SPACING
SCALE: 1•" = 1'-0"
POST BASE PLATE
SCALE: 1•" = 1'-0"
ANCHOR PLATE
RAIL
FACE OF
W6 x 25W6 x 25
‹
‹Š
BASE PLATE
1" x 10" x 1'-2"
(TYP)
À 1ˆ" Â HOLES
…" PLATE
HOLE
6‚" Â
(TYP)
1‚" Â HOLES
1…"
9‡
"1
0"
4"
1•
"
3 #5 BARS *
* REINFORCING CAPACITY SHALL MEET
OR EXCEED THAT SHOWN
6„"
10"
2"
2"
4"
8"
4"
6…"4"
2"
2"
2"
4"
2"
3'-1"
1'-6"
1" POST BASE PLATE
FACE OF RAIL
7"
REVEAL
•"
1" Â ANCHOR RODS
#5 BARS *
„" BEARING PAD
CENTERED ABOUT À RAIL POST *
„"
1„
"
7 #5 HOOP BARS @ 6"± = 3'-0" ±
9"
6"
1'-0"
1'-0"
6"
2'-1
1…
"
11"
2'-0"
6"
FACE OF CURB
#5 HOOP BAR *
SCALE: 1•" = 1'-0"
POST ASSEMBLYBACK ELEVATION VIEWSECTION VIEW
HSS 4 x 4 x ‚
(SEE NOTE #7)
HSS 8 x 4 x Š
(SEE NOTE #7)
HSS 4 x 4 x ‚
À RAIL POST
W6 x 25 RAIL POST
(CONTRACTOR'S OPTION)
SEE DETAILS A & B
(SEE NOTE #18)
RETROREFLECTIVE DELINEATOR
FAR SIDE (FRONT)
•" Â HOLE FOR †" BOLT
DELINEATOR
RETROREFLECTIVE
SLOTTED HOLES IN POST
À 1„" x 1…"
(TYP)
1ƒ"
FLANGE OPTIONAL)
(4 SLOTS IN POST
INSTALL TWO BOLTS
(1.050" O.D., 0.824" I.D.)
SCH. 40 x •" LONG (GALV.)
ƒ" Â PIPE SPACER
SCALE: 6" = 1'-0"
SPLICE BOLT DETAIL
A307 CAP SCREW
†" x 1ƒ"
(OUTER HOLES ONLY)
LOCK NUT
TACK WELD
WASHER
STANDARD
4"
SCALE: 3" = 1'-0"
RAIL SPLICE DETAILS
SPLICE BAR SECTIONSECTION C-C
TAPPED HOLE
À †" Â
BAR INSIDE OF RAIL
WHILE POSITIONING SPLICE
ACCOUNT FOR WELD FLASH
AND NOTE #6
SEE SPLICE BOLT DETAIL
3"
7"
HSS 4" x 4" x ‚"
HSS 8" x 4" x Š"
HSS 3" x 3" x Š"
HSS 7" x 3" x …"
2"
L
D C B B C
4"
"X"
DDRAIN HOLE
LOCK NUT AT
OUTER HOLES
À SPLICE BAR
SPLICE BAR
1„" X "A" SLOTTED HOLES IN RAIL TUBE
†" TAPPED HOLES IN SPLICE BAR
•" Â
C
C
SCALE: 1•" = 1'-0"
RAIL SPLICE (BOTTOM VIEW)
3"
12"
ANCHOR PLATE 6…"
TYPICAL @ ANCHOR PLATE
STANDARD STEEL HEX NUTS
CONCRETE
TOP OF
SCALE: 1•" = 1'-0"
POST ANCHOR ASSEMBLY
1" Â STANDARD WASHERS
STEEL HEX NUTS &
(TYPICAL BOTH ENDS)
2•" LONG (MINIMUM)
1" Â - 8 THREAD BY
RODS
À - 1" Â ANCHOR
2"
4"
2"
3•
"
1ƒ
"1
ƒ"
2"
4"
2"
1ƒ
"1
ƒ"
B
À POST À POST
(ASTM A325) (SEE DETAIL)
ƒ" Â ROUND HEAD BOLTS & NUTS
À RAILÀ RAIL
SCALE: 3" = 1'-0"
SECTION B-B
SCALE: 3" = 1'-0"
SECTION A-A
SCALE: 3" = 1'-0"
DETAIL A
SCALE: 3" = 1'-0"
DETAIL BPLAIN WASHER
TYPE A WIDE
’" THICK)
(NOMINAL Ž" I.D., 2" O.D.,
TYPE A WIDE PLAIN WASHER
(SEE NOTES #14 & #16)
AND STAINLESS STEEL NUT & WASHER
THREADED STUDS WELDED TO RAIL (TYP)
ƒ" Â x 1ƒ" A304 STAINLESS STEEL
NOTE #8 PRIOR TO ERECTION)
AND SHALL BE ZINC COATED PER
(HOLES MAY BE FIELD DRILLED,
À ‡" Â HOLE IN RAIL (TYP)
À RAILÀ RAIL
BAA
ƒ"
.250"
.921"
SCALE: 6" = 1'-0"
STUD WELD DETAIL6"
ƒ" DIA.
1•
"
1/8" SLOT
„" MAX.
…"
„"
WRENCH HEAD
SLOT OR
SCALE: 6" = 1'-0"
A325 ROUND HEAD BOLT DETAIL
DELINEATOR MOUNTING
NUT & WASHER
†" BOLT,
POST FLANGE
(FIELD DRILLED)
•" Â HOLE
NOT TO SCALE
3'-8"
2'-5„"
(TYP)
1„"
1'-1‡" 2„"
1'-
8"
3"
2…
"
2'-3"
3‚"1'-0ƒ"8"
4"4"
1'-8"
6‰
"7
†"
6‰
"
3‚"
1'-0‚
"
1'-
10"
2'-6"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO.TOWN
LOCATION
STATE PROJECT
BRIDGE SHEET
OF
FILE NUMBER
TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.
DESIGNED
DRAWN
QUANTITIES CHECKED
CHECKED
CHECKED
BY DATEDATE BYREVISIONS AFTER PROPOSAL
REV. DATE
ISSUE DATESHEET SCALESUBDIRECTORY
27690T3SP_APPRAIL
.DGN LOCATOR
JSZ
NHDOT
PJP
NETC/JSZ 3/02
AS NOTED
10/05 10/05
11/15/05
English/BR-RAIL
T3 STEEL BRIDGE APPROACH RAIL (STEEL POSTS)
NOTES:
WELD (B-U2).
USE COMPLETE JOINT PENETRATION BUTT
(4) WELD BARS ADJUSTED FOR SLOPE & BEND.
NHDOT SPECIFICATIONS.
SHALL CONFORM TO SECTION 606 OF
(6) ALL COMPONENTS, EXCEPT TUBULAR RAIL,
TL-3 PER FHWA LETTER HSSD/B-146.
CONSORTIUM AND ACCEPTED AS NCHRP 350
2005 BY THE NEW ENGLAND TRANSPORTATION
WAS SUCCESSFULLY CRASH TESTED IN APRIL
(5) THIS BRIDGE RAIL TRANSITION SYSTEM
INFORMATION.
RAIL SHEET FOR NOTES AND ADDITIONAL
UNLESS OTHERWISE NOTED. SEE BRIDGE
THE SAME AS THOSE OF THE BRIDGE RAIL,
DIMENSIONS, SIZES, AND NOTES SHALL BE
(1) ALL BRIDGE APPROACH RAIL MATERIALS,
BETTER (GALVANIZED).
NUTS SHALL BE ASTM A563 GRADE A OR
(3) CARRIAGE BOLTS SHALL BE ASTM A307, AND
POSTS.
SHALL BE THE SAME AS W-BEAM GUARDRAIL
AS THE BRIDGE RAIL POSTS. W6 x 8.5 POSTS
(2) W6 x 25 POSTS SHALL BE THE SAME MATERIAL
3/20/18
27690192 / 106PORTSMOUTH
US ROUTE 1 BYPASS OVER HODGSON BROOK
SIW
12
JAL
18
3428
135-1-1
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08/18 08/18
1'-6" ± 3" 1'-6" ± 3"
3'-0"
1'-8" OR LPOST DETAIL
SEE RAIL
RAIL ATTACHMENT METHOD (TYP)
SEE BRIDGE RAIL SHEET FOR
3 SPACES @ 2'-2" = 6'-6" DOUBLE NESTED 12 GAGE THRIE BEAM (12'-6")
IN DIRECTION OF TRAFFIC
LAP SECTIONS
(W-BEAM TO THRIE BEAM) (10 GAGE)
6'-3" TRANSITION SECTION
6'-3"
(6'-3" POST SPACING TYPICAL)
W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)
SLOPE
8'-5‚"
DETAIL A
6 SPACES @ 1'-6ƒ" = 9'-4•" 3'-1•"
3'-1•" 3'-1•" TERMINAL CONNECTOR
THRIE BEAM
LENGTH (TYP)
8'-8" POST
PLATE
CONNECTION
SCALE: ƒ" = 1'-0"
ELEVATION - APPROACH RAIL
BOTTOM RAIL 1‚"
MIDDLE RAIL 4Ž"
TOP RAIL 9•"
(ONE PIECE)
ALL RAILS
2'-11"
•" (TYP)
A
A
2'-10"
2'-10"
6"
FACE OF RAIL
(GALVANIZED)
CONNECTION PLATECURB LINE
PLAN VIEW - APPROACH RAIL
UNLESS DIRECTED OTHERWISE
25'-0" TO RESTORE RAIL-TO-RAIL WIDTH
FLARE BACK W-BEAM GUARDRAIL AT 80:1 FOR
W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)
32'-6" OF STRAIGHT GRANITE CURB (ROADWAY ITEM)
SCALE: ƒ" = 1'-0"
7" REVEAL7" REVEAL
1" (TYP)
FLARED @ 10:1
4" REVEAL
SECTION
FLARED
(TYP)
END CAPS (GALVANIZED)
W6 x 8.5 POST (TYP)
LEVEL
1" (TYP)
8" DEEP (NOMINAL) x 1'-10" LONG
SYNTHETIC OFFSET BLOCK (TYP)8" DEEP (NOMINAL) x 1'-6" LONG
SYNTHETIC OFFSET BLOCK FOR TRANSITION SECTION
PAY LIMITS ITEM 565.232, BRIDGE APPROACH RAIL T3 (STEEL POSTS), (APPROXIMATE LENGTH = 29'-2")BRIDGE RAIL T3
2'-7"
(SEE NOTE #4)
(PAID UNDER APPROACH RAIL UNIT)
SPLICE BARS (TYP)
(TYP)
FOR W-BEAM GUARDRAIL
SYNTHETIC OFFSET BLOCK
(DO NOT BEND)
(DO NOT BEND)
SCALE: 1•" = 1'-0"
SECTION B-B (CONNECTION PLATE)
TOP RAIL
PLATE
…" CONNECTION
Š"
À
2•"
BOLT (TYP)
ƒ" CARRIAGE
1Š"
1„"
1…"
3Ž"
2Ž"
2‹"
2…"
1†"
ƒ"
CONNECTOR
THRIE-BEAM TERMINAL
10 GAUGE PLATE OF
CONNECTORTERMINAL
OUTLINE OF
BOTTOM RAIL
1'-
8„
"
TOP RAIL
2'-5„"
8"3"
1'-1ƒ"
4" 4"
CARRIAGE BOLTS (GALVANIZED)
ƒ" Â A307 B.H.
SCALE: 1•" = 1'-0"
DETAIL A
B
B
4‚"
TERMINAL CONNECTOR
OUTLINE OF
À W6 x 25
RAIL
BOTTOM
OVERLAPPING OF DOUBLE NESTED THRIE-BEAM NOT SHOWN FOR CLARITY
CONNECTION PLATE
AT BOLT LINE
RAIL SLOPE SET
FACE OF W6 x 8.5 POST (TYP)
À ƒ" Â HOLES AT FRONT
CONNECTION PLATE
END OF
& SYNTHETIC OFFSET BLOCK
À W6 x 8.5 (POST)
3Ž
"3
Ž"
3Ž
"3
Ž"
7†
"7"
3"
3"
(TYP)
1" Â HOLES (TYP)
ƒ" Â HOLES
SCALE: 1•" = 1'-0"
CONNECTION PLATE
1" x 1"
CLIP
(GALVANIZED)
CONNECTION PLATE
…" STEEL (GR 36)
10 GAUGE
2'-6"
3" 3…
"
1'-8"
10"
10"
2" 8"
4‚"4‚"3"
6‰
"7†
"6
‰"
2…
"7†
"7
†"
(T
YP)
4"
SLOTTED HOLES
À ƒ" X 2•"1'-0ƒ"
(T
YP)
3Ž
"
SLOTTED HOLES
1" x 2" DIAGONAL
SCALE: 1" = 1'-0"
THRIE-BEAM TERMINAL CONNECTOR
C
CBOLTS (TYP)
ƒ" Â BUTTON HEAD
9 - 1" Â HOLES FOR
3…"
1'-8"
SCALE: 1" = 1'-0"
VIEW C-C
2" MIN.
2" MIN.
3'-1•"3'-1•"
SCALE: 1" = 1'-0"
6'-3"
4‚"4‚"2"
1'-8"
3‚"
7'-3•" (10 GAGE)
HE
AD
BO
LT
S
FO
R †
"
Â
BU
TT
ON
ƒ" x 2•
"
SL
OT
S
ž" x 1„
"
SL
OT
S
2"4‚"4‚"
ƒ" x 2•
"
SL
OT
S
ž" x 1„
"
SL
OT
S
THRIE-BEAM TO W-BEAM TRANSITION SECTION
TAB (TYP)
* 1" x 1" x „"
ˆ"
SCALE: 1•" = 1'-0"
END CAP DETAILS
•" RADIUS (TYP)
ROUND CORNERS
‰" PLATE
4"
** 3•" HSS4
** 3…" HSS8
4"
HS
S4
8"
HS
S8
** 3•" HSS4
** 7…" HSS8
RAIL SHEET
** SEE RAIL NOTES ON BRIDGE
RAIL TUBE
CAN BE JAMMED INTO END OF
IN TAPERED POSITION SO CAP
* WELD TABS TO END CAP PLATE
SCALE: ƒ" = 1'-0"
SECTION A-A (POST RAIL ASSEMBLY)
VARIES
7'-
0"
2‚"
2'-
10"
7†
"
WASHER (TYP)
HEX NUT WITH ROUND
2
1
(IF REQUIRED)
APPROACH CURB
SPLICE BOLT (TYP)
†" Â A307 B.H.
1"
WITH PLATE WASHER (TYP)
†" Â A307 B.H. POST BOLT
WITH TOP OF CURB
SOIL SHALL BE LEVEL
OFFSET BLOCK
SYNTHETIC
BOLT (TYP)
†" x 1•" Â HEX HEAD
W6 x 8.5
6…" 6„"
(TYP)
1ƒ"
8'-8" (
TY
P)
VA
RI
ES
VA
RI
ES
4"
1•"
SCALE: 1•" = 1'-0"
SIDE VIEW
RAIL POST (W6 x 25)
FRONT VIEW
À RAIL POST
FLANGE OPTIONAL)
(4 SLOTS IN POST
INSTALL TWO BOLTS
HOLESSLOTTED
À 1„" x 1…"
B
AA
B
A
20'-0"
(TYP)
3'-3"
2'-8"
(TYP)
2'-0"
(TYP)
2'-0"
(TYP)
2'-0"
6"
(T
YP)
7"
(T
YP)
2"
(T
YP)
6"
(TYP)
3 #4B1 (SPACE @ 5ƒ")
(TYP)
#4B1
(TYP)
4'-2"
(TYP)
1'-3"
(TYP)
4'-3"
CL
EA
R
6"
5'-0"3 #4B1 (2 SP. @ 5'-0")5'-0"
(TYP)
4"
9"6"9"
2'-0"
6"
1'-1"
1'-0"
7"
1'-7"
10"
3"
1'-1•
"
(TYP)
7"
(TYP)
2"
2'-8"
2'-0"
CL
EA
R
3"
CL
EA
R
3"
CL
EA
R
6"
4•
"4•
"
4•
"4•
"
1'-7"
1'-3"
2"
1"
1'-7"
1'-3"
1'-6"
1'-7"
1"
1"
1'-3"
1'-7"
1"
1"
1'-6"
1'-7"
2"
4•
"2"
5‚
"2"
2"
2•
"
1'-8‚
"
1"
6"
6"
1'-
8"
8"
3‚"
2"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO.TOWN
LOCATION
STATE PROJECT
BRIDGE SHEET
OF
FILE NUMBER
TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.
DESIGNED
DRAWN
QUANTITIES CHECKED
CHECKED
CHECKED
BY DATEDATE BYREVISIONS AFTER PROPOSAL
REV. DATE
ISSUE DATESHEET SCALE
AS NOTED
SUBDIRECTORY
English/BARRIER 27690PCB-BRACED
.DGN LOCATOR
PORTABLE CONCRETE BARRIER - BRACED (1 OF 2)
ABH
ABHPJP
NHDOT 7/12
8/12 8/12
8/12
GENERAL NOTES
MATERIAL NOTES
1•" MINIMUM CLEAR COVER, UNLESS OTHERWISE NOTED.
(2) ALL REINFORCING STEEL SHALL BE AASHTO M31 (ASTM A615) GRADE 60. ALL REINFORCEMENT SHALL HAVE
NOTED.
BE SHOWN ON BARRIER. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED ƒ", UNLESS OTHERWISE
AND SHALL HAVE A SMOOTH UNIFORM SURFACE FREE OF DEFECTS AND IRREGULARTIES. CASTING DATE SHALL
(1) BARRIERS SHALL BE LIGHT COLORED CLASS AA CONCRETE, WITH MINIMUM COMPRESSIVE STRENGTH OF 4000 psi,
ONE BRACED BARRIER IS REQUIRED TO BE FULLY SET BEYOND EACH END OF BRIDGE WORK AREA.
OF THE BRIDGE WORK AREA, FOR SPEEDS GREATER THAN 45 MPH. FOR SPEEDS \ 45 MPH, A MINIMUM OF
(3) A MINIMUM OF TWO BARRIER UNITS, WITH BRACED JOINTS ARE REQUIRED TO BE PLACED BEYOND BOTH ENDS
LOCATIONCBATYPESIZEMARK # PIECESLENGTH
1"
REINFORCING SCHEDULE (PER 20' BARRIER UNIT)
5"I9#4B1
B2
B3
B4
B5
#6
#6
#6
#6 26"
2
2
2
4'-10"
19'-1"
19'-9"
1'-2"
LONGITUDINAL (BOTTOM)
STIRRUPS
LONGITUDINAL (TOP)
TRANSVERSE (BOTTOM)
TRANSVERSE (TOP)
2'-4"
NOT TO SCALE
THIS SHEET.
(7) DELINEATORS SHALL BE ATTACHED TO BARRIER USING AN APPROVED ADHESIVE MATERIAL OR AS SHOWN ON
NOT TO SCALE
TYPE "I" REBAR
(RADIUS)
CÀ
TYPE "II" REBAR
5"II9#4B6 2'-9" STIRRUPS1'-3"
8/15/12
5/15/18
FABRICATED IN ACCORDANCE WITH SECTION 550.
(3) STRUCTURAL STEEL, EXCEPT THE STEEL TUBES, SHALL BE ASTM A36 OR A572. ALL STEEL SHALL BE
LINE MARKINGS.
DELINEATORS SUPPLEMENT, BUT DO NOT REPLACE, THE NEED FOR RETROREFLECTIVE SOLID EDGE
COLOR OF DELINEATORS SHALL, IN ALL INSTANCES, CONFORM TO THE COLOR OF EDGE LINE MARKINGS.
TO ITEM 606.41741 (SEE STANDARD NO. DL-1 OF NHDOT STANDARD PLANS FOR ROAD CONSTRUCTION). THE
INTERVALS ALONG TOP AND/OR ONE FOOT DOWN THE SIDE OF PORTABLE CONCRETE BARRIER, SUBSIDIARY
(6) THE CONTRACTOR SHALL FURNISH AND INSTALL APPROVED RETROREFLECTIVE DELINEATORS AT 25-FOOT
BRIDGE WORK THE LAST BARRIER UNIT DOES NOT REQUIRE ANCHORAGE.
IF THE END(S) OF THE BRACED CONCRETE BARRIER SYSTEM EXTENDS 50' OR MORE BEYOND LIMITS OF
INSTALLED WITH 5 ANCHORS ON THE TRAFFIC SIDE OF BARRIER AND 4 ON THE CONSTRUCTION SIDE.
MINIMUM 18" BELOW THE ROADWAY SURFACE. REQUIRED 1" Â ANCHOR RODS (A36 STEEL) SHALL BE
(4) THE LAST CONCRETE BARRIER UNIT, AT EACH END OF BRACED BARRIER LAYOUT, SHALL BE ANCHORED A
SYSTEMS SHALL BE 20' LONG.
SHALL BE FABRICATED IN ACCORDANCE WITH SPECIAL PROVISIONS. ALL BARRIER UNITS FOR BRACED
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE). CONCRETE BARRIER AND ALL ATTACHMENTS
(1) PORTABLE CONCRETE BARRIER SHALL BE FURNISHED BY THE CONTRACTOR AND PAID FOR AS ITEM 606.41741
BRIDGE DECK.
DEFLECTION WHICH WILL ALLOW BRACED BARRIER TO BE PLACED A MINIMUM 12" FROM THE EDGE OF
LETTER B-239 (11/1/2012). THE BARRIER SYSTEM HAS BEEN CRASH TESTED WITH A 27.6" DYNAMIC
ROADSIDE SAFETY; NY BOX BEAM STIFFENING OF UNANCHORED TCB, MARCH 2008, AND ACCEPTED PER FHWA
PER UPDATED NCHRP REPORT 350 FOR TEST NO. 3-11 (MASH TEST LEVEL 3), CRASH TESTED BY MIDWEST
(2) PORTABLE CONCRETE BARRIER DETAILS, AS SHOWN IN THESE PLANS, ARE IN COMPLIANCE WITH REQUIREMENTS
WITH SECTION 550.
(5) ALL STEEL FOR CONNECTION KEY AND TRANSITION KEY ASSEMBLIES SHALL BE GALVANIZED IN ACCORDANCE
BE GALVANIZED IN ACCORDANCE WITH SECTION 550.
(4) STEEL TUBES, 6" x 6" x ‰" & 4" x 4" x •", SHALL BE ASTM A 500 GRADE B OR C. ALL TUBES SHALL
APPROXIMATELY 400 LBS./FT.
SHALL BE INSTALLED TO EACH BARRIER UNIT. TWENTY FOOT LONG CONCRETE BARRIER UNITS ARE
(6) A MINIMUM OF 2 LIFTING DEVICES, EACH WITH THE CAPACITY TO LIFT A MASS OF 6 TONS (MINIMUM),
STRUCTURAL TUBING TO BARRIER.
RADIAL LAYOUT, SHALL BE SHIMMED WITH 8" x 8" x •" PLATES & FENDER WASHERS TO FIRMLY ATTACH
230' MINIMUM RADIUS. GAPS CREATED BETWEEN STRUCTURAL TUBES AND CONCRETE BARRIER, DURING A
(5) PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE), ITEM 606.41741, MAY BE INSTALLED WITH A
PORTSMOUTH 192 / 106 27690
US ROUTE 1 BYPASS OVER HODGSON BROOK
13 18
29 34
SIW JAL135-1-1
X-A003(589)
08/18 08/18
SCALE: 1' = 1'-0"
ELEVATION
SCALE: 1' = 1'-0"
PLAN
(TYP)
1‚" Â ANCHOR HOLE
SCALE: 1" = 1'-0"
TYPICAL SECTION
#4B1
2 #6B2
2 #6B3
(TYP)
#6B5
#6B3
#6B2
#6B4
#6B5
#6B2#6B3
(OPTIONAL PROVISION FOR LIFTING DEVICE)
1•" Â I.D. PVC SLEEVE THROUGH BARRIER (TYP)
(OPTIONAL PROVISION FOR LIFTING DEVICE)
#6 REINFORCING BAR, SKEWED (TYP)
DRAINAGE SLOT (TYP)
À 12" X 2"
3" (TYP)
(1•" I.D. PVC SLEEVE OR #6 REBAR SKEWED) (TYP)
À OPTIONAL LIFTING DEVICES
(SEE GENERAL NOTE #4)
1‚" Â ANCHOR HOLE (TYP)
(TYP)
#6B4
TRAFFIC SIDE
CONSTRUCTION SIDE
(TYPICAL @ ANCHOR HOLES)
#4B6
(TYP)
STRUCTURAL TUBING CONNECTIONS
‡" Â PVC SLEEVE FOR
#6B5 (TRANSVERSE TOP) (TYP)
#6B4 (TRANSVERSE BOTTOM) (TYP)
(SEE STRUCTURAL TUBING DETAILS)
À ‡ I.D. PVC SLEEVES (TYP)
(ALTERNATE AS SHOWN)
#4B6 (TYP)
(SEE JOINT ASSEMBLY)
4" x 4" x •" STEEL TUBE (TYP)
(TYP)
JOINT ASSEMBLY (SHOWN DASHED)
#4B1#4B1#4B1
ANCHOR RODS)
(À 1‚" Â HOLE FOR
5ƒ" (TYP)
SCALE: 1" = 1'-0"
TYPICAL SECTION
(TYP)
R = 10"
R = 1" (TYP)
STIRRUPS @ ANCHOR HOLES)
#4B6 (ALTERNATE
LIFTING DEVICE)
(OPTIONAL PROVISION FOR
#6 REINFORCING BAR (SKEWED)
LIFTING DEVICE)
(OPTIONAL PROVISION FOR
À - 1•" I.D. PVC SLEEVE
TUBING SECTIONS)
(SEE BARRIER & STRUCTURAL
‡" I.D. PVC SLEEVE
(TYP)
6"
(TYP)‚
2" x ‚" PLATE
(TYP)‚
2" x ‚" PLATE
(TYP)‚
(TYP)‚
2" x ‚" PLATE
2" x ‚" PLATE
(TYP)‚
JOINT CONNECTION DETAILS
(LOWER CONNECTIONS - ALTERNATE)
SECTION B-B
(UPPER CONNECTION)
SECTION A-A
(LOWER CONNECTION)
SECTION B-B
(UPPER CONNECTION)
ELEVATION
(UPPER CONNECTION - ALTERNATE)
ELEVATION
SCALE: 1•" = 1'-0" (EXCEPT AS NOTED)
NOT TO SCALE
STEEL TUBE (TYP)
4" x 4" x •"KEY
CONNECTION
CONNECTION JOINT DETAIL
SCALE: 1•" = 1'-0"
JOINT ASSEMBLY
(TYP)‚
UPPER JOINT CONNECTION
STEEL TUBE
4" x 4" x •"
CONNECTIONS
LOWER JOINT
(TYP)‚
BB
AA
END VIEW
(TYP)Š
(TYP)Š 1"
R = ƒ" (TYP)
2
19
DD
C
C
Š
(TYP)
1•" x 1" STIFFENER
•" COVER PLATE
SECTION C-C
CONNECTION KEY ASSEMBLY DETAILS
SCALE: 1•" = 1'-0"
STIFFENER
1•" x 1"
TOP OF BARRIER)
(INSTALL FLUSH WITH
•" COVER PLATE
(SEE GENERAL NOTE #6)
MEDIAN BARRIER DELINEATOR
RETROREFLECTIVE CONCRETE
(SEE TYPICAL SECTION)
CONNECTION KEY
Š
(TYP)
3 - •" PLATES
SCALE: 3" = 1'-0"
(CONNECTION KEY)
SECTION D-D
6'-0"6'-0"
6"4'-3"1'-3"1'-3"4'-3"6"
12'-0" LONG STRUCTURAL TUBE (SPLICES NOT PERMITTED)
2'-
8"
9…
"
‚ "
MINIMUM
‚ "‚ "
MINIMUM
‚ "
9…
"
10"
10"
2"
1‚"
6"
4"
1'-2"
5„
"4"
1'-2"
3„
"
2‚
"
(T
YP)
2'-2‚
"
(TYP)
4†"
8"
1'-2"
4"
7„
"1'-2"
4„
"
‚"
1"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO.TOWN
LOCATION
STATE PROJECT
BRIDGE SHEET
OF
FILE NUMBER
TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.
DESIGNED
DRAWN
QUANTITIES CHECKED
CHECKED
CHECKED
BY DATEDATE BYREVISIONS AFTER PROPOSAL
REV. DATE
ISSUE DATESHEET SCALE
AS NOTED
SUBDIRECTORY
English/BARRIER 27690PCB-BRACED
.DGN LOCATOR
PORTABLE CONCRETE BARRIER - BRACED (2 OF 2)
ABH
ABHPJP
NHDOT 7/12
8/12 8/12
8/12
8/15/12
5/15/18
PORTSMOUTH 192 / 106 27690
US ROUTE 1 BYPASS OVER HODGSON BROOK
14 18
30 34
SIW JAL135-1-1
X-A003(589)
08/18 08/18
NOT TO SCALE
PLAN - BARRIER LAYOUT
BRIDGE WORK AREA
FOR ROAD CONSTRUCTION)
(REFER TO NHDOT STANDARD PLANS
SHALL BE EXTENDED AS REQUIRED
PORTABLE CONCRETE BARRIER
(TYP)
STRUCTURAL TUBE & CONNECTIONS
SPEEDS GREATER THAN 45 MPH (TYP)
REQUIRED BEYOND BRIDGE WORK AREA FOR
MINIMUM 2 BRACED CONCRETE BARRIER UNITS
SPEEDS \ 45 MPH (TYP)
REQUIRED BEYOND BRIDGE WORK AREA FOR
MINIMUM 1 BRACED CONCRETE BARRIER UNIT(SEE ANCHORAGE DETAIL)
BRACED SYSTEM SHALL BE ANCHORED (TYP)
BARRIER UNIT AT END OFREQUIRED WITHIN BRACED BARRIER LAYOUT)
PORTABLE CONCRETE BARRIER (20' LONG UNITS
JOINTS OF BRACED BARRIER LAYOUT)
CONNECTION JOINT (TYPICAL @ INTERIOR END SECTION OF BRACED BARRIER LAYOUT)
TRANSITION JOINT (TYPICAL @ EACH
SCALE: ƒ" = 1'-0"
STRUCTURAL TUBING DETAILS
(TYP)
8" x 8" x •" PLATE
(TYP)
OUTSIDE CONNECTION
(TYP)
INSIDE CONNECTION
(TYP)
1•" Â HOLE(TYP)
3" Â HOLE
SCALE: ƒ" = 1'-0"
ANCHORAGE DETAIL
ROADWAY SURFACE
(SEE GENERAL NOTES #4)
MINIMUM 2'-4" LONG (TYP)
1" Â ANCHOR ROD
(TYP)
18" MINIMUM
STRUCTURAL TUBE
6" x 6" x ‰"
SCALE: 2" = 1'-0"
BARRIER & STRUCTURAL TUBING SECTIONS
SECTION WITHOUT SHIMS SECTION WITH SHIMS
(TYP)
3" NUT
TRAFFIC SIDE CONSTRUCTION SIDE
WITH ‡" Â HOLE
8" x 8" x •" PLATE
90°
TRAFFIC SIDE CONSTRUCTION SIDE
90°
WITH ‡" Â HOLE
8" x 8" x •" PLATES
FENDER WASHERS
‡" I.D. PVC SLEEVE(SEE NOTES ABOVE)
‡" I.D. PVC SLEEVE
AFFECT THE REUSE OF CONCRETE BARRIER UNITS
THE PRESENCE OF NORMAL HOLES WHICH HAVE BEEN MODIFIED/DRILLED WILL NOT
ALIGN STRUCTURAL TUBE BRACING UNITS FOR CURVED ALIGNMENTS
PVC SLEEVE OPENINGS SHALL BE MODIFIED/DRILLED AS REQUIRED TO PROPERLY
(GRADE 5)
ƒ" Â THREADED ROD
(3" NOMINAL O.D.)
FENDER WASHER
(TYP)
3" NUT
(GRADE 5)
ƒ" Â THREADED ROD
(3" NOMINAL O.D.)
FENDER WASHER
STRUCTURAL TUBE
6" x 6" x ‰"
STRUCTURAL TUBE
6" x 6" x ‰"
SCALE: ƒ" = 1'-0"
TRAFFIC SIDEWITH WASHERS (TYP)
SHIM OUTSIDE CONNECTION
TRAFFIC SIDE WITH WASHERS (TYP)
SHIM INSIDE CONNECTION
TUBE CONNECTIONS (CURVED ALIGNMENT)
WORK AREA OUTSIDE CURVE
WORK AREA INSIDE CURVE
CONNECTION JOINT
CONNECTION JOINT
Š
(TYP)
•" PLATES
SCALE: 2" = 1'-0"
TYPICAL SECTION
(TRANSITION KEY)
(2.875" O.D., 1.771" I.D.)
DOUBLE - EXTRA STRONG PIPE
SCALE: 2" = 1'-0"
TRANSITION KEY ELEVATIONS
CONCRETE BARRIER (TYP)
#6 CONNECTION BARS FOR PORTABLE
À APPROXIMATE LOCATION
(TYP)
FOR CONCRETE BARRIER CONNECTION BARS
1ƒ" OPENING BETWEEN PIPE SECTIONS
(TYP)
•" PLATES
(TYP)
SECTIONS
PIPE
TRANSITION JOINT DETAILS
STEEL TUBE (TYP)
4" x 4" x •"
KEY
TRANSITION
(HOOKED ENDS)
#6 CONNECTION BAR
LINKING PIN
NOT TO SCALE
2…"3†"1'-1"5"
10'-0"
5"1'-1"3†"2…"
2‚
"
9•
"
8†
"
3•
"
4•
"
3†
"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2"
2"
19 #5T3 (BOT) SPL W/#5T1 & #5T2
#5
T4
NS
&
FS
AS
SH
OW
N
13 #5T1 , 12 SP @ 6" = 6'-0"9•"
2'-8"
1'-10"
7"
3"
11"
6"
1'-3"
2"
(TYP)
2•"
(TYP)
4ƒ"
2'-0"
9"6"9"
1…"
11„"
10•"
3ƒ
"
9…"
9…"
11„"
6‹
"5
Ž"
5Ž
"6‹
"
SUBDIRECTORY
27690X-BoltBarrier
.DGN LOCATOR
AS NOTED
GENERAL NOTES:
BARRIER WEIGHT APPROX. 2.38 TONS
GMC 1/18
MATERIAL NOTES:
CHAMFERED ƒ", UNLESS OTHERWISE NOTED.
CASTING DATE SHALL BE SHOWN ON BARRIER. ALL EXPOSED EDGES OF CONCRETE SHALL BE
4000 psi, AND SHALL HAVE A SMOOTH UNIFORM SURFACE FREE OF DEFECTS AND IRREGULARITIES.
1. BARRIERS SHALL BE LIGHT COLORED CLASS AA CONCRETE, WITH COMPRESSIVE STRENGTH OF
4. ALL STEEL FOR CONNECTIONS SHALL BE GALVANIZED IN ACCORDANCE WITH SECTION 550.
FHWA/TX-05/0-4692-1.
CRASH TESTED BY TEXAS A&M UNIVERSITY SYSTEM, MAY 2005, AND ACCEPTED PER REPORT
REQUIREMENTS PER UPDATED NCHRP REPORT 350 FOR TEST NO 3-11 (MASH TEST LEVEL 3),
2. PORTABLE CONCRETE BARRIER DETAILS, AS SHOWN ON THESE PLANS, ARE IN COMPLIANCE WITH
BARRIER TO BE PLACED A MINIMUM 12" FROM THE EDGE OF THE DECK.
3. THE BARRIER HAS BEEN CRASH TESTED WITH A 27" DYNAMIC DEFLECTION WHICH WILL ALLOW THE
SHOWN ON SHEET 2 OF 3.
THE TRANSITION UNIT AND THEN TO NHDOT PCB FLARED OUT THE REQUIRED CLEAR ZONE AS
END, PARALLEL TO THE ROADWAY CENTERLINE. THE ENDS OF THE BARRIER SHALL CONNECT TO
UNITS). THE X-BOLT BARRIER SHALL EXTEND A MINIMUM OF 50' BEYOND THE BRIDGE AT EACH
4. USAGE OF THE TEXAS X-BOLT BARRIER REQUIRES A MINIMUM OF 100 LINEAR FEET (10 - 10'
CONFIRMING THEY MEET THE TIGHTENED REQUIREMENT.
AFTER INSTALLATION, ALL X-BOLT JOINTS SHALL BE CHECKED BY THE CONTRACT ADMINISTRATOR
NUT" METHOD IN ACCORDANCE WITH SECTION 550.3.11.6.4 OF NHDOT STANDARD SPECIFICATIONS.
5. THE CONNECTION BOLTS AT THE BARRIER JOINTS SHALL BE TIGHTENED TO THE "TURN OF THE
AND A RELATIVE ANGLE OF 4 DEGREES BETWEEN THE 10' UNITS.
6. THE TEXAS X-BOLT BARRIER MAY BE INSTALLED WITH A 125' MINIMUM RADIUS OF CURVATURE
REPLACE, THE NEED FOR RETROREFLECTIVE SOLID EDGE LINE MARKINGS.
CONFORM TO THE COLOR OF THE EDGE LINE MARKINGS. DELINEATOR SUPPLEMENT, BUT DO NOT
PLANS FOR ROAD CONSTRUCTION). THE COLOR OF THE DELINEATORS SHALL, IN ALL INSTANCES,
BARRIER, SUBSIDIARY TO ITEM 606.41741 (SEE STANDARD NO. DL-1 OF NHDOT STANDARD
25-FOOT INTERVALS ALONG TOP AND/OR ONE FOOT DOWN THE SIDE OF PORTABLE CONCRETE
7. THE CONTRACTOR SHALL FURNISH AND INSTALL APPROVED RETROREFLECTIVE DELINEATORS AT
TEXAS RESTRAINED BARRIER (X-BOLT) (1 OF 3)
SHALL HAVE 1ƒ" MINIMUM CLEAR COVER, UNLESS OTHERWISE NOTED.
2. ALL REINFORCING STEEL SHALL BE AASHTO M31 (ASTM A615) GRADE 60. ALL REINFORCEMENT
ALL BARRIER UNITS SHALL BE 10' LONG.
BARRIER AND ALL ATTACHMENTS SHALL BE FABRICATED IN ACCORDANCE WITH SPECIAL PROVISIONS.
ITEM 606.41741, PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE). CONCRETE
1. PORTABLE CONCRETE BARRIER SHALL BE FURNISHED BY THE CONTRACTOR AND PAID FOR AS
ASTM A36 STEEL.
TO ASTM A325. STEEL PIPES, PLATE WASHERS, AND CONNECTION PLATES SHALL BE GALVANIZED
3. CONNECTION BOLTS SHALL BE ‡" Â GALVANIZED HIGH STRENGTH THREADED RODS CONFORMING
TXDOT NHDOT
NHDOT
4/18
4/18
12/10
standard\english\barrier
5/15/18
PORTSMOUTH 192 / 106 27690
US ROUTE 1 BYPASS OVER HODGSON BROOK
15
JALSIW
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
DATEBY18
3431
135-1-1
X-A003(589)
08/18 08/18
SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"
ELEVATION SCALE: 1•" = 1'-0"
END VIEW
AT ENDS
ƒ" CHAMFER
SECTION A-A
PIPE ASSEMBLY
UPPER CONNECTION
PIPE ASSEMBLY
LOWER CONNECTION
2/CONNECTION
8 #6T5 Ú
#5T1
#5T2
#5T3
2 #5T1
1 #5T2
2 #5T1
1 #5T2 SP AS SHOWN IN SECT A-A
8 #5T4, 4 NS, 4 FSA
A
(TYP)
R = 10"
(TYP)
R = 1"
SLOT (TYP)
2"x 24" DRAIN
& BARRIER
À (2) 1•" Â SCH 40 STEEL PIPES
SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"
TOP VIEW CONNECTION POCKETS
LOWER CONNECTION PIPE
CONNECTION PLATE (TYP)
UPPER ASSEMBLY (TYP)
LOWER ASSEMBLY (TYP)
ADJACENT BARRIER SEGMENTS
UPPER CONNECTION PIPE
(SEE DETAILS)
OR THREADED ROD
CONNECTION BOLT
TYPE X JOINT CONNECTION DETAILS
UPPER POCKETLOWER POCKET
UPPER POCKET LOWER POCKET
(TYP)
90°-00'-00"
PRECAST BARRIER LENGTH (10'-0")
BEYOND THE CONCRETE FACE OF BARRIER
NOTE: CONNECTION HARDWARE SHALL NOT EXTEND
(TYP)
2/CONNECTION
#6T5 Ú
1'-0•"
2„"
6Œ
"
2'-3"
1'-7"
4‚"5‚"
1'-9"
10†"
1'-
9‚
"5ƒ
"
1'-4"
5"
1ƒ"
2„"
5Ž
"
3'-3"
6‚
"
3"
3"
2'-
3Ž
"1'-
5‡
"9•
"
1'-8"
6‡"3„"
1…"
3'-4"
4'-1"
5"
1'-4"9'-8"
10•"
1'-0•"
•"
•"
4"
4"
3‚
"
4•
"
2‚
"
4"
2"
4•
"
1" MIN
1•"
1•
"
2'-5"
#5
#5
#5
#5
17
2
8
19
5'-2"
4'-0"
9'-8"
2'-1"
MK QTY LENGTH
GMC 1/18
SUBDIRECTORY
27690X-BoltBarrier
.DGN LOCATOR
AS NOTED
TEXAS RESTRAINED BARRIER (X-BOLT) (2 OF 3)
TRAFFIC
TRAFFIC
OR
WORK AREA
TRAFFIC
TRAFFIC
BARRIER (X-BOLT)
TEXAS RESTRAINED
ROADWAY CENTERLINE
50' MIN. PARALLEL TO
(SEE NOTE 5)
10:1
EDGE OF T.W.
15°
(NTS)
ROADWAY CENTERLINE
50' MIN. PARALLEL TO
(SEE NOTE ABOVE)
ROADWAY CENTERLINE
END AS ORDERED. SEE MUTCD.
TRAFFIC OR ADEQUATELY PROTECT
THE CLEAR ZONE OF APPROACHING
TRAFFIC, FLARE PCB BEYOND
TRAFFIC ONLY. FOR TWO-WAY
DEPARTURE END FOR ONE-WAY
BLUNT END ACCEPTABLE ON
(SEE SHT 3 OF 3)
(10' TRANSITION UNIT)
TEXAS RESTRAINED BARRIER
PLAN - BARRIER LAYOUT
STANDARD SHEET)
END AS ORDERED (SEE PCB
ZONE OR ADEQUATELY PROTECT
FLARE PCB BEYOND CLEAR
(SEE NHDOT PCB STANDARD SHEET)
BEGIN FLARE
CONCRETE BARRIER
NHDOT PORTABLE
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
T1
T2
T3
T4
T5 #6 8 3'-9"
#5
#5
#5
#5
9
1
8
10
5'-2"
4'-0"
9'-8"
2'-1"
MK QTY LENGTH
T1
T2
T3
T4
T5
#4 4T6
#5 4T7
#6 4 3'-9"
#5 2T8
#6 3T9
5'-2"
4'-6"
6'-10"
1'-4"
(10' BARRIER)
TEXAS X-BOLT
REBAR SCHEDULE
(10' BARRIER)
TRANSITION
REBAR SCHEDULE
TXDOT 12/10 NHDOT 4/18
4/18NHDOT
standard\english\barrier
5/15/18
PORTSMOUTH 192 / 106 27690
US ROUTE 1 BYPASS OVER HODGSON BROOK
16
JALSIW
18
3432
135-1-1
X-A003(589)
08/18 08/18
SCALE: 1•" = 1'-0"
BENDING SCHEDULE
R = 2"
70°-00'-00"
GRADE 60 (3'-6")
#6 REINFORCING BARR = 2‚"
#5T3#5T2#5T1
R = 2"
R = 2"
R = 2"
R = 2"
#4T6
R = 1"
R = 2‚"
#6T9
#5T8 45°
#5T7
#6T5 Ú
#5T4
(BEND AROUND 2" Â PIN)
R = 1"
70°-00'-00"
SCALE: 1•" = 1'-0"
SCALE: 1•" = 1'-0"
PIPE DETAIL
LOWER CONNECTION
70°-00'-00"
STEEL PIPE
1•" Â SCH 40
STEEL PIPE
1•" Â SCH 40
PLATE DEAILS)
(SEE CONNECTION
Á 4" X 4•" x …"
PLATE DEAILS)
(SEE CONNECTION
Á 4" X 4•" x …"
PIPE DETAIL
UPPER CONNECTION
Á …" 1†" Â HOLE
STEEL PIPE
1•" Â SCH 40
WELDING DETAILS PLATE DIMENSIONS
SCALE: 2" = 1'-0"
#6T5 Ú (TYP)
CONNECTION PLATE DETAILS
‚
‚(TYP)
‚ ‚
1‚ - 1ƒ
THREADED ROD)
(OR EQUIVALENT
‡" Â A325
PLATE WASHER (TYP)
Á 3" X 3" x …"NUT (TYP)
STD ‡" HEXPLATE WASHER
Á 3" X 3" x …"
•" Â HOLE
SCALE: 1•" = 1'-0"
THREADED ROD DETAILS
CONNECTION BOLT OR
STEEL CONNECTION PLATE
TYPICAL WELD ASSEMBLY
ISOMETRIC VIEW OF
SCALE: N.T.S.
DETAILS" FOR WELDING DETAILS
NOTE: SEE "CONNECTION PLATE
CONNECTION PIPE
1•" Â SCH 40 STEEL
BAR ANCHORS
#6T5 Ú DEFORMED
5"1'-1"3†"2…"
10'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2"
2"
7 #5T1 , 6 SP @ 6" = 3'-0"
4 #5T7 (BOT) SPL W/#4T6
3 #6
T9
1'-0"
4 #4T6 , 3 SP @ 12" = 3'-0"
1'-0"
2"
2'-
8"
#5
T4
#4T6 & #5T7#5T1 & #5T3 #5T1 & #5T3
5'-0" (TAPERED SECTION)
10 #5T3 (BOT) SPL W/#5T1 & #5T2
9•
"
8†
"
3•
"
4•
"
3†
"
#5
T4
NS
&
FS
AS
SH
OW
N
2‚
"
9•
"
8†
"
3•
"
4•
"
3†
"
2'-
8"
#5
T4
NS
&
FS
AS
SH
OW
N
2‚
"
6"
4"
1'-2"
8"
9•"
2'-
8"
1'-
10"
7"
3"
11"
6"
1'-3"
2"
(TYP)
2•"
(TYP)
4ƒ"
2"
6"
1'-
7"
10"
3"
4ƒ"
2"
(TYP)
7"
(TYP)
2"
2'-0"
6"
4"
1'-2"
8"
9"6"9"
2'-0"
9"6"9"
3"
2'-0"
4ƒ
"
2"2"
GMC 1/18
AS NOTED
SUBDIRECTORY
27690X-BoltBarrier
.DGN LOCATOR
BARRIER WEIGHT APPROX. 2.28 TONS
TEXAS RESTRAINED BARRIER (X-BOLT) (3 OF 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
NOTES
PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE).
1. TEXAS RESTRAINED BARRIER (TRANSISTION UNIT) SHALL BE PAID FOR UNDER ITEM 606.41741,
2. SEE SHEET 1 OF 3 FOR NOTES AND SHEET 2 0F 3 FOR REBAR SCHEDULE.
TXDOT 12/10 NHDOT
NHDOT
4/18
4/18
standard\english\barrier
5/15/18
PORTSMOUTH 192 / 106 27690
US ROUTE 1 BYPASS OVER HODGSON BROOK
17
JALSIW
18
3433
135-1-1
X-A003(589)
08/18 08/18
SCALE: 1•" = 1'-0"
ELEVATION
SCALE: 1•" = 1'-0"
PLAN
TRANSITION BARRIER
TRANSITION BARRIER
#5T2 & #5T3
#5T8 Ú
A
A
B
B
2/CONNECTION
4 #6T5 Ú
SP AS SHOWN IN SECT A-A
8 #5T4, 4 NS, 4 FS
AT ENDS
ƒ" CHAMFER
2 #5T1
1 #5T2
UPPER ASSEMBLY
LOWER ASSEMBLY
1 NS, 1 FS
2 #5T8 Ú
#5T8 Ú
#6T9
SEE SHEETS 1 & 2
LOWER ASSEMBLY
SEE SHEETS 1 & 2
UPPER ASSEMBLY
SEE SHEETS 1 & 2
TEXAS X-BOLT BARRIER
SEE SHEETS 1 & 2
TEXAS X-BOLT BARRIER
SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"
#5T3
#5T1
#5T2
SECTION A-A
(TYP)
#5T8 Ú
#5T7
#4T6
(TYP)
#6T9
R = 1" (TYP)
VIEW B-B
SCALE: 1•" = 1'-0"
(TYP)
R = 10"
(TYP)
R = 1"
SLOT (TYP)
2"x 24" DRAIN
END VIEW SECTION A-ASCALE: 1•" = 1'-0"
VIEW B-B
(TYP)
R = 10"
(TYP)
R = 1"
SLOT (TYP)
2"x 24" DRAIN
(TYP)
#6T9
& BARRIER
À (2) 1•" Â SCH 40 STEEL PIPES
SCALE: 1" = 1'-0"
PLACEMENT.
BEVELED TO FACILITATE
BOTTOM •" MAY BE
CONNECTOR PIN ASSEMBLY
(„" MIN THICKNESS)
CIRCULAR WASHER
2•" OUTSIDE DIA
‚
A36 STEEL ROD
1‚" Â
TAC WELDED
1‚" NUT TO BE
1‚" Â x 6 UNC
SCALE: 2" = 1'-0"
(BEND AROUND 2" Â PIN (TYP))
#6 CONNECTION BAR W/HOOKED ENDS
2"
(AT VIEW B-B
END NOTCH DETAIL
ISOMETRIC BARRIER VIEW
DECK BRIDGE SHEET 8 OF 18Mark Size Length # Pieces Type A B C D E F G H J K R O
C1 #4 3.75 232 N8 1.75 2.00C2 #4 7.92 348 S4 2.00 1.75 0.42 1.75 2.00C3 #4 38.67 80 STR
SECTION SUMMARY TOTAL WEIGHT (lbs):ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL544 REINFORCING STEEL 0 4488 0 0 0 0 0 0 0 0 0 4488544 REINFORCING STEEL 0 4488 0 0 0 0 0 0 0 0 0 4488544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0544.2 EPOXY COATED 0 0 0 0 0 0 0 0 0 0 0 0544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0509.62 DRILLED SHAFT REINF. 0 0 0 0 0 0 0 0 0 0 0 0
GRAND SUMMARY TOTAL WEIGHT (lbs):ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL544 REINFORCING STEEL 0 4488 0 0 0 0 0 0 0 0 0 4488544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0544.2 EPOXY COATED 0 0 0 0 0 0 0 0 0 0 0 0544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0509.62 DRILLED SHAFT REINF. 0 0 0 0 0 0 0 0 0 0 0 0
ASTM STANDARD REINFORCING BARS
STANDARD INDUSTRY BENDS STIRRUPS & TIES STANDARD N H & SPECIAL BENDS BAR WEIGHT NOM DIMEN
NOTES:1. FIGURES IN CIRCLE SHOW TYPE OF BEND.2. UNLESS OTHERWISE DESIGNATED, ALL BAR REINFORCEMENT FOR CONCRETE IN SIZES UP TO AND INCLUDING NO 18 SHALL CONFORM TO THE REQUIREMENTS OF THESTANDARD INDUSTRY BENDS, STIRRUPS, & TIES STANDARD N.H. & SPECIAL BENDS BAR WEIGHT NOM. DIMEN.
RECOMMENDED END HOOKS STIRRUP & TIE HOOK DIMENSIONS SIZE LBS. CROSS ALL GRADES (in.) GRADES 40-50-60 ksi DESIG- PER DIAM. SECT.
BAR 180° HOOKS 90° HOOKS BAR D() 90° HOOKS 135° HOOKS NATION FOOT in AREA in2
SIZE D() A or G J A or G SIZE (in.) A or G A or G H(appr) #3 0.376 0.375 0.11#3 2 1/4 5 3 6 #3 1 1/2 4 4 2 1/2 #4 0.668 0.500 0.20 STATE OF NEW HAMPSHIRE #4 3 6 4 8 #4 2 4 1/2 4 1/2 3 #5 1 043 0 625 0 31 DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGNS5 B
A
D
GB
H
O
CK
90 R
H
B
T1 C A
B
ED
G
S4 B
A
CD
G17 B
CD
B A
G
UP TO AND INCLUDING NO. 18 SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR DEFORMED BILLET - STEEL BARS FOR CONCRETE REINFORCEMENT", AASHTO M 31-94 (ASTM A615).3. FOR TYPICAL BENDING DETAILS, RECOMMENDED PIN DIAMETER "D" OF BENDS AND HOOKS AND OTHER STANDARD PRACTICE SEE CURRENT (1990) CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", P. 6-4.4. BARS WHICH REQUIRE MORE ACCURATE BENDING THAN STANDARD PRACTICES SHOULD HAVE LIMITS INDICATED.5. ALL DIMENSIONS ARE OUT TO OUT OF BAR EXCEPT "A" AND "G" ON STANDARD 180º AND 135º HOOKS.N5
C
B
D
N1 C
B F K
HE
D
C2B
N2
B
C
K
H
N4
D
B
K
CH
C1
B
DK
N8 B
C
#4 3 6 4 8 #4 2 4 1/2 4 1/2 3 #5 1.043 0.625 0.31 DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGN #5 3 3/4 7 5 10 #5 2 1/2 6 5 1/2 3 3/4 #6 1.502 0.750 0.44 TOWN: PORTSMOUTH BRIDGE NO. 192/106 STATE PROJECT 27690
#6 4 1/2 8 6 12 #6 4 1/2 12 7 3/4 4 1/4 #7 2.044 0.875 0.60 LOCATION: US ROUTE 1 BYPASS OVER HODGSON BROOK
#7 5 1/4 10 7 14 #7 5 1/4 14 9 5 1/4 #8 2.670 1.000 0.79 REINFORCING SCHEDULE BRIDGE SHEET
#8 6 11 8 16 #8 6 16 10 1/4 6 #9 3.400 1.128 1.00 BY DATE BY DATE REVISIONS AFTER PROPOSAL 18 of 18
#9 9 1/2 15 11 3/4 19 NOTE: D = finished inside bend d of hook. #10 4.303 1.270 1.27 DESIGNED SIW 07/18 CHECKED JAL 07/18 FILE NO.#10 10 3/4 17 13 1/4 22 See 1997 CRSI Manual p6-3&4 #11 5 313 1 410 1 56 DRAWN MDA 07/18 CHECKED JAL 07/18 135-1-1
1S 1 H
O
20B C
D
S6 B
A G
DC
S5 C10
AR
OC
19 BK
H CH
D
T3
LAP=
O
T2 CD
E
14
H
BA
O
C DE
H
6. "J" DIMENSION ON 180 ° HOOKS TO BE SHOWN ONLY WHEN NECESSARY TO RESTRICT HOOK SIZE, OTHERWISE STANDARD HOOKS ARE TO BE USED.7. "H" DIMENSION ON STIRRUPS TO BE SHOWN ONLY WHEN NECESSARY TO MAINTAIN CLEARANCES.8. WHERE SLOPE DIFFERS FROM 45° DIMENSIONS "H" AND "K" MUST BE SHOWN.
¦ DENOTES BARS TO BE CUT IN FIELD, AS REQUIRED.DENOTES BARS TO BE BENT IN FIELD.
N6
D
B
K
CH
C
K
HN3
D
RB
C
K
N7 DK
C4H
C
D
K
N2D E H
JB
A
D
CH
D
C3
K
#10 10 3/4 17 13 1/4 22 See 1997 CRSI Manual p6-3&4. #11 5.313 1.410 1.56 DRAWN MDA 07/18 CHECKED JAL 07/18 135-1-1
#11 12 19 14 3/4 24 For additional data on standard bar bends not #14 7.650 1.693 2.25 TRACED CHECKED FEDERAL PROJECT NUMBER SHEET#14 18 1/4 27 21 3/4 31 shown on this sheet see 1997 CRSI Manual p6-3&4. #18 13.600 2.257 4.00 QUANTITIES CHECKED 34X-A003(589)
CC H
C4C5