sheet no. description - gis.dot.nh.govgis.dot.nh.gov/plan/40422.asb.pdf · septic tank leach field...
TRANSCRIPT
SHEET NO. DESCRIPTION
INDEX OF SHEETS
OR AS ORDERED.
LEVELING COURSE TO THE RATES INDICATED ON THE PLANS
MODIFY SUPERELEVATION ON EXISTING CURVES BY THE USE OF A
WITHOUT FIRST MAKING PROVISIONS FOR RELOCATION.
NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED
OTHERWISE SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.
PERFORM ALL WORK WITHIN THE EXISTING RIGHT-OF-WAY, UNLESS
REMOVE UNPROTECTED PROJECT MARKERS (SUBSIDIARY).
1
2
3
4
5
6
7
8
WILL BE USED ON THIS PROJECT:
THE FOLLOWING GENERAL NOTES
GENERAL NOTES
EQUIPMENT, ESPECIALLY CRANES AND PILE DRIVING EQUIPMENT.
EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF
ON REGULAR POLES. THE CONTRACTOR IS ADVISED THAT
AND RUNNING ALONG THE ROAD THROUGHOUT THE PROJECT EVEN
THROUGHOUT THE PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS
HIGH TENSION OVERHEAD TRANSMISSION LINES ARE LOCATED
THE CONTRACT.
MARKERS ORDERED WILL BE PAID UNDER THE APPROPRIATE ITEMS OF
BE RESET (SUBSIDIARY). ADDITIONAL DELINEATORS AND WITNESS
DETERMINED BY THE ENGINEER TO BE IN ACCEPTABLE CONDITION SHALL
EXISTING DELINEATORS AND WITNESS MARKERS THAT ARE REMOVED AND
9
ELEVATIONS ARE REFERENCED TO NGVD 1929.
NAD83, 1986 ADJUSTMENT AND THE BEARINGS ARE GRID.
COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF
FIELD NOTES CAN BE FOUND IN THE FIELD BOOK(S) .
SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE
SUBSIDIARY TO THE APPROPRIATE 203 ITEMS.
INCLUDED IN THE QUANTITY SUMMARIES, AND ARE CONSIDERED
AS SHOWN ON THE TYPICALS HAVE NOT BEEN CALCULATED AND ARE NOT
QUANTITIES FOR EMBANKMENT AND EXCAVATION FOR SLOPE ROUNDINGS
DATED 2010 (A BOUND BOOK).
FOR STANDARD PLANS, SEE "STANDARD PLANS FOR ROAD CONSTRUCTION"
REVISION DATE
11-21-14
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40422
DGN
index_sheet
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
2 19
AND GENERAL NOTES
INDEX OF SHEETS
17-18 PHASE ONE AND TWO TRAFFIC CONTROL
15-16 PAVEMENT MARKING AND GUARDRAIL PLANS
ROADWAY PLANS
6-14 BRIDGE NUMBER 102/120
BRIDGE PLANS
5 QUANTITIES AND BRIDGE NOTES
3,4 STANDARD SYMBOLS
2 INDEX OF SHEETS AND GENERAL NOTES
1 TITLE PAGE
6
index_sheet.dgn Default 9/14/2015 10:37:40 AM “n18gmc”
TELEPHONE POLE
POWER POLE
JOINT OCCUPANCY
MISCELLANEOUS/UNKNOWN POLE
POLE STATUS:
AS APPLICABLE e.g.:
LIGHT POLE
LIGHT ON POWER POLE
LIGHT ON JOINT POLE
(plot point at face
not center of symbol)
RIGHT-OF-WAY LINE
PROPERTY LINE
TOWN LINE
COUNTY LINE
STATE LINE
BOUND
DRILL HOLE IN ROCK
NATIONAL FOREST
(label type)
BOW
CONCORD
COOS
GRAFTON
MAINE
IRON PIPE OR PIN
NHDOT PROJECT MARKER
PEDESTAL WITH PEDESTRIAN SIGNAL
HEADS AND PUSH BUTTON UNIT
CONTROLLER CABINET
METER PEDESTAL
PULL BOX
LOOP DETECTOR (QUADRUPOLE)
LOOP DETECTOR (RECTANGULAR)
(label size)
(label size)
PROPERTY PARCEL NUMBER
HISTORIC PROPERTY
WATER SHUT OFF
GAS SHUT OFF
RAILROAD
RAILROAD SIGN
RAILROAD SIGNAL
(label ownership)
HYDRANT
UTILITY JUNCTION BOX
MAST ARM (existing)
OPTICOM RECEIVER
OPTICOM STROBE
MANHOLE
CATCH BASIN
DROP INLET
DRAINAGE PIPE (existing)
EROSION CONTROL/ STONE
SLOPE PROTECTION
(existing)
DRAINAGE
BOUNDARIES / RIGHT-OF-WAY
UTILITIES
di
cb (PROPOSED)
RCP
g os
H Y D
12
DRAINAGE PIPE (PROPOSED)
HEADER (existing & PROPOSED)
REMOVE, LEAVE, PROPOSED, OR TEMPORARYEND SECTION (existing & PROPOSED)
OPEN DITCH (PROPOSED)
SEWER
TELEPHONE
ELECTRICAL
GAS
30' MA
NEW HAMPSHIRE
S/L T/L
bnd
TOWN LINE MONUMENT
STATE LINE/
of flow
direction
show& type)
(label size
& type)
(label size
W/ FLUSHING BASIN
UNDERDRAIN (PROPOSED)
STAN'S
SIGN
MANHOLES
TRAFFIC SIGNAL
RR RIGHT-OF-WAY LINE
PROPERTY LINE (COMMON OWNER)
TAX MAP AND LOT NUMBER
protection)
(with stone outlet
6.80 Ac.±
1642/341
14
156
note if abandoned)
label size, type and
(on existing lines
UNDERGROUND UTILITIES
W/ FLUSHING BASINUNDERDRAIN (existing)
L P+04
25.0'
R T+04
25.0'
jb
M H T
M H E
M H S
M H G
SOG
W
SO
m h
e
m h
g
hy d
m ht
m h
s
wso
cc
pb
mp
PB
MP
(NOTE ANGLE FROM Å)
FENCING NOTE
CLEARING AND GRUBBING AREA
DRAINAGE NOTE
GUARDRAIL NOTE
G-1
B-1
LIGHTING NOTE
EROSION CONTROL NOTE
A
1
A
A
1
A
CONSTRUCTION NOTES
(PROPOSED)
GUY POLE OR PUSH BRACE
BENCH MARK / SURVEY DISK
METAL or PLASTIC
CURB MARK NUMBER - GRANITE
CURB MARK NUMBER - BITUMINOUS
fb
TELEPHONE
ELECTRIC
GAS
LIGHTING
FIBER OPTIC
INTELLIGENT TRANSPORTATION SYSTEM
WATER
SEWER
JB
CC
SIGNAL CONDUIT
PROPOSEDexistingPROPOSEDexisting
dh
ip
1TRAFFIC SIGNAL NOTE
OVERHEAD ELECTRIC
SHEET 2 OF 2
m h
uUNKNOWN
m hd
TRAFFIC SIGNALS / ITS
ITS NOTE 1
FIBER OPTIC DELINEATOR
s vf
ITSitsVS F
FODfod
VARIABLE SPEED LIMIT SIGN
DYNAMIC MESSAGE SIGN
FIBER OPTIC SPLICE VAULT
ROAD AND WEATHER INFO SYSTEM
CAMERA POLE (CCTV)
ITS EQUIPMENT CABINET
CONSERVATION LAND
REVISION DATE
11-21-2014
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40422
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
3 19
STANDARD SYMBOLS
stdsymb1_2.dgn Default 9/14/2015 10:37:41 AM “n18gmc”
w
DRIVEWAYS
BUILDINGS
FOUNDATION
STEPS AND WALK
INTERMITTENT WATER COURSE
SHORE LINE
BRUSH OR WOODS LINE
TREES (PLANS)
HEDGE
WELL
SEPTIC TANK
LEACH FIELD
GAS PUMP
FUEL TANK (ABOVE GROUND)
GRAVE
ROCK OUTCROP
ORIGINAL GROUND
(TYPICALS & SECTIONS ONLY)
(TYPICALS)
ROCK LINE
STONE WALL
RETAINING WALL (LABEL TYPE)
SIGNS
MAILBOX
(label type)
(label type)
river/stream
(deciduous)(coniferous) (stump)
(double post)
(single post)
(label type)
SATELLITE DISH ANTENNA
DELINEATED WETLAND
BORING LOCATION
TEST PIT
CONSTRUCTION BASELINE
PC, PT, POT (ON CONST BASELINE)
PI (IN CONSTRUCTION BASELINES)
INTERSECTION OR EQUATION OF
TWO LINES
ORIGINAL GROUND LINE
(PROFILES AND CROSS-SECTIONS)
PROFILE GRADE LINE
(PROFILES AND CROSS-SECTIONS)
SLOPE LINE (FILL)
SLOPE LINE (CUT)
ORIGINAL GROUND ELEVATION (LEFT)
FINISHED GRADE ELEVATION (RIGHT)
INTERSTATE NUMBERED HIGHWAY
UNITED STATES NUMBERED HIGHWAY
STATE NUMBERED HIGHWAY
PROFILES AND CROSS SECTIONS:
(label surface type)
pond
(label size & type)
FLAG POLE
ENGINEERING
SLOPE LINE
79.
14
72.
5
CLEARING LINE
EDGE OF PAVEMENT
TRAVELED WAY
ROADWAY
PROPOSED
roadway
existing
outside slope lines)
(pavement removed
be removed)
(building to
of building)
(label house or type
water body)
(label name of
fp
field
leach
retained ground)
(points toward
s
gp
ft
gr
mb
da
vpVENT PIPE
PHONE
TIDAL BUFFER ZONE
ORDINARY HIGH WATER
SPECIAL AQUATIC SITE
TOP OF BANK
TOP OF BANK & ORDINARY HIGH WATER
VERNAL POOL
INVASIVE SPECIES
SLOPE LINE
CLEARING LINE
30 31 32
GENERAL
ph
STORAGE TANK FILLER CAP
2
PUB2E
cgr
JERSEY BARRIER
fc
B
WATER FRONT BUFFER
NATURAL WOODLAND BUFFER
POTENTIAL WET AREA SYMBOL
MONITORING WELL
II
I.S.
I
I.S.INVASIVE SPECIES LABEL
TP
PRIME WETLAND
WETLAND DESIGNATION AND TYPE
293
3
102
BRIDGE CROSSINGS
STREAM OVERPASS
TREE OR STUMP (CROSS-SECTIONS)
(show station, circumference in feet & type)
existing PROPOSED
500 YEAR FLOODPLAIN BOUNDARY
100 YEAR FLOODPLAIN BOUNDARY
FLOODPLAIN / FLOODWAY
FLOODWAY
GROUND LIGHT/LAMP POST gl lp
FENCE (LABEL TYPE)
CURB (LABEL TYPE)
w
mon
SHEET 1 OF 2
NON-JURISDICTIONAL DRAINAGE AREA
COWARDIN DISTINCTION LINE
PRIME WETLAND 100' BUFFER
WIDTH AT BANK FULL
MEAN HIGH WATER
MEAN LOW WATER
DEVELOPED TIDAL BUFFER ZONE
REFERENCE LINE
SHORELAND - WETLAND
GUARDRAIL (label type)bgr
NORMAL HIGH WATER
HIGHEST OBSERVABLE TIDE LINE
PROTECTED SHORELAND
REVISION DATE
11-21-2014
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40422
DGN
stdsymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
4 19
STANDARD SYMBOLS
stdsymb1_2.dgn Default 9/14/2015 10:37:41 AM “n18gmc”
62'-6"62'-6"
125'-0"
22'-
0"
22'-
0"
2'-
10"
2'-
10"
10'-
0"
12'-
0"
12'-
0"
10'-
0"
49'-
8"
OU
T
TO
OU
T
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
PLAN
ELEVATION
SUBDIRECTORY
BRC/Details 40422Genplan
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON
GENERAL PLAN AND ELEVATION
102/120 40422
2 13
8/15CKN
JER 8/15
8/15CKN130-1-3
------------
8/15GMC
GMC 8/15
8/15GMC
1" = 10'-0" 6 19
N
TO ROUTE 125/ ROCHESTER
FACE OF CURB
FACE OF RAIL
BR
AN
CH
RI
VE
R
À BRG. SO. ABUTMENT (F) À BRG. NO. ABUTMENT (E)À BRG. PIER (E)
FACE OF CURB
FACE OF RAIL
8+00 7+00
106A/1
BELL ATLANTIC
3002/1
PSNH
1-1/2
BELL ATLANTIC
3002/2
PSNH
STA. 8+08.16
END OF DECK
TO MILTON MILLSSTA. 6+81.16
40422Genplan.dgn Default 9/14/2015 10:37:43 AM “n18gmc”
ITEM 538.6 (27'-0")
ITEM 403.911 1" BASE COURSE (26'-6")
ITEM 538.6 (17'-0")
ITEM 403.911 1" BASE COURSE (17'-6")
1•" WEARING COURSE (44'-0") (ROADWAY ITEM)
PHASE TWO WORK ZONE
2'-10" PHASE ONE WORK ZONE
PHASE ONE TRAFFIC (12'-0") 2'-10"
2'-10" PHASE TWO TRAFFIC (24'-0")
2'-10"
ITEM 502, 520.0201, 560.1001 (AT NORTH ABUTMENT)
ITEM 511.00, 511.02, 511.03, 520.01, 520.0201 (27'-6")
ITEM 511.00, 511.02, 511.03, 520.01, 520.0201 (16'-6")
ITEM 502, 520.0201, 560.101 (AT NORTH ABUTMENT)
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC/ 40422Decksect
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON
DECK PHASING
102\120 40422
3 13
8/15CKN
JER 8/15
8/15CKN130-1-3
197------------
8/15GMC
GMC 8/15
8/15GMC
AS NOTED
DECK
7•" CONCRETE
& 520.01 (TYP)
ITEMS 511.02
CONCRETE AREAS (TYP)
RANDOM DETERIORATED
SCALE: •" = 1'-0"
(LOOKING NORTH)
PHASE ONE CONSTRUCTION
‚ " / FT
FACE OF CURB
ITEM 534.3
PAY LIMITS,
(OLD N.H. ROUTE 16)
À APPLEBEE ROAD
PHASE ONE BARRIER
SCALE: •" = 1'-0"
(LOOKING NORTH)
PHASE TWO CONSTRUCTION
‚ " / FT
FACE OF CURB
(OLD N.H. ROUTE 16)
À APPLEBEE ROAD
PHASE TWO BARRIER
FACE OF CURB
ITEM 534.3
PAY LIMITS,
& 520.01 (TYP)
ITEMS 511.03
& 520.01 (TYP)
ITEMS 511.02
& 520.01 (TYP)
ITEMS 511.03
40422Decksect.dgn Default 9/14/2015 10:37:44 AM “n18gmc”
ST
UB
WA
LL
CO
NC
RE
TE
(STUBWALL)
•" PLATE
6"
PHASE ONE CONCRETE STUBWALL CONSTRUCTION = 30'-4•"
6"
PHASE ONE SINGLE LANE TWO WAY TRAFFIC = 12'-0"
2'-0"
PHASE ONE SINGLE LANE TWO WAY TRAFFIC = 12'-0"
(DIMENSIONS ARE HORIZONTAL AND GIVEN AT FACE OF ` 6"x 6"x ƒ")
PHASE ONE (STUBWALL JOINT STEEL) END OF ` 6"x 6"x ƒ") = 28'-0"
2'-10•"
PHASE ONE ITEM 502., LIMITS OF REMOVAL (31'-6" BRIDGE DECK)
534.3
ITEM
1'-6"
1'-6"
4"
1'-0"
BACKWALL
1'-6"
1'-
10•
"±
3'-0"
1'-6"
PAT LIMITS, ITEM 504.1 = 3'-6"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC/Details 40422NorthAbut
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON
NORTH ABUTMENTSTUBWALL AND DETAILS
102\120 40422
4 13
8/15CKN
JER 8/15
8/15CKN130-1-3
198------------
8/15GMC
GMC 8/15
8/15GMC
AS NOTED
À CONSTRUCTION
N
À BEARING
SCALE: •" = 1'-0"
A
A
PAID UNDER ITEM 609.5 (TYP).
REMOVE AND RESET EXISTING GRANITE CURB.
AR
MO
R
•" PLATES (TYP)
DETAIL A
FOR DETAILS
SEE BACKWALL ANCHORAGES
FACE OF CURB
APPROACH SLAB
EDGE OF
CONCRETE BARRIER
TRAFFIC FACE OF
FRONT FACE OF STUBWALL
` 6"x 6"x ƒ"
PHASE ONE STUBWALL PLAN - NORTH ABUTMENT
CURB SEAT
APPROACH
APPROACH SLAB
TOP OF
EXPANSION JOINT ASSEMBLY LIMITS
AND ` 6"x 6"x ƒ"
TOP OF STUBWALL
PHASE TWOPHASE ONE
BACK EDGE OF BACKWALL
TOP OF APPROACH SLAB
PHASE LINE BOTTOM OF STUBWALL,
ABUTMENT BACKWALL
TOP OF
À CONSTRUCTION
EL. 438.54
SCALE: •" = 1'-0"
PHASE ONE STUBWALL ELEVATION - NORTH ABUTMENT
FACE OF CURB
DECK OVER BACKWALL
EXISTING TOP OF
JOINT
STUBWALL CONSTRUCTION
SEALANT ( ITEM 562.1)
SEAL WITH SILICONE JOINT
•" MORTAR JOINT
FROM END OF DECK 3'-0"± INTO DECK
ITEM 502., LIMITS OF REMOVAL
EL. 439.125
BACK EDGE OF STUBWALL
AREA ON STUBWALL (LEVEL)
TOP OF CONSTRUCTED CURB
‚
PROFILE GRADE = +2.5%
` 4" x 3" x Š"
OF W36X182
TOP FLANGE
DECK
EXISTING
ƒ" CHAMFER
SCALE: 1" = 1'-0"
SECTION A-A RECONSTRUCTION
(TYP)
TROWEL EDGE
` 6" x 6" x ƒ"
À BRG NORTH ABUTMENT
ITEM 520.0201
SUBSIDIARY TO ITEM 520.0201)
MINIMUM EMBEDMENT (ALL COSTS
(2) 1" Â ANCHOR BOLT @ 9"
APPROACH SLAB
COMPACTED TO 100%
IN 8" MAX. LAYERS,
ITEM 304.3, CONSTRUCTED
(1•" THICK)
ITEM 403.11
ITEM 538.2
OF BACKWALL
EXISTING TOP
(4•" THICK, 2 LIFTS MIN.)
ITEM 403.12
REINFORCEMENT (TYP)
RETAIN EXISTING DECK
PAID UNDER ITEM 502.
REMOVE EXISTING PLUG JOINT
À BRG NORTH ABUTMENT
SECTION A-A REMOVAL SCALE: 1" = 1'-0"
APPROACH SLAB
DEPTH VARIES
EXISTING PAVEMENT
1" DEEP
SAWCUT PAVEMENT
ITEM 628.2
(SUBSIDIARY TO ITEM 502.)
IN CONCRETE DECK
SAW NEAT LINE (1" DEEP)
JOINT
CONSTRUCTION
EXISTING BACKWALL
TO LIMITS SHOWN, PAID UNDER ITEM 502.
REMOVE EXISTING BRIDGE DECK CONCRETE
COLD PLANING (1•" DEEP)
ITEM 417. ITEM 511.01
40422NorthAbut.dgn Default 9/14/2015 10:37:45 AM “n18gmc”
ST
UB
WA
LL
CO
NC
RE
TE
(STUBWALL)
•" PLATE
2'-0"
ITEM 502., LIMITS OF REMOVAL (18'-3" DECK OUT TO OUT)
PHASE TWO (TWO WAY TRAFFIC) = 24'-0"
PHASE TWO CONCRETE STUBWALL CONSTRUCTION = 19'-4•"
(DIMENSIONS ARE HORIZONTAL AND GIVEN AT FACE OF ` 6"x 6"x ƒ")
PHASE TWO (STUBWALL JOINT STEEL) END OF ` 8"x 6"x ƒ") = 16'-0"
•" VERT PLATE
2'-10•"
PHASE TWO (TWO WAY TRAFFIC) = 24'-0"
4•" 1•"
3"
4"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC/Details 40422NorthAbut
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON
ABUTMENT A EXPANSION JOINT DETAILS 2 OF 2
102\120 40422
5 13
8/15CKN
JER 8/15
8/15CKN130-1-3
9------------
8/15GMC
GMC 8/15
8/15GMC
AS NOTED
À CONSTRUCTION
NÀ BEARING
SCALE: •" = 1'-0"
PAID UNDER ITEM 609.5 (TYP).
REMOVE AND RESET EXISTING GRANITE CURB.
B-U2a
CJP
†
AR
MO
R OF STUBWALL
BACK EDGE
(8" LONG) (TYP)
†" Â STUDS
` 6" x 6" x ƒ"
EL. 439.10
AT PHASING LINE
SPLICE ` 6"x 6"x ƒ"
SEALANT ( ITEM 562.1)
SEAL WITH SILICONE JOINT
•" MORTAR JOINT
AND ` 6"x 6"x ƒ"
TOP OF STUBWALL
ABUTMENT BACKWALL
TOP OF
APPROACH SLAB
TOP OF
EL. 439.46
FACE OF CURB
PHASE TWO STUBWALL PLAN - NORTH ABUTMENT
SCALE: •" = 1'-0"
PHASE TWO STUBWALL ELEVATION - NORTH ABUTMENT
FROM END OF DECK 3'-0"± INTO DECK
ITEM 502., LIMITS OF REMOVAL
AREA ON STUBWALL (LEVEL)
TOP OF CONSTRUCTED CURB
EL. 439.125
EXISTING ABUTMENT
REMOVAL LINE ON B-U2a
FOR SPLICING JOINT STEEL
STEEL BACKING PLATES
ABUTMENT
TOP OF EXISTING
N.T.S.
CONSTRUCTION
PLATES AND WELDING FOR PHASE
JOINT LIMIT. ALLOW FOR STEEL
CONCRETE BACKWALL RECONSTRUCTION
` 8x6xƒ
SPLICING DETAILS
PHASE CONSTRUCTION JOINT
OUTSIDE EDGE OF DECK
•" VERT. PLATE
‚
‚
G
SCALE: 2" = 1'-0"
DETAIL A
STEEL BOLTS
À ƒ" Â STAINLESS
(TYP)
1"
10" LONG
` 6" x 4" x •"
(MIN) (TYP)
FILLET FOR ONE FACE OF NUT)
TAPE. (TACK WELD IS ‰"
WRAP END OF BOLTS WITH TEFLON
TACK WELD NUT TO BENT PLATE
BACKWALL/ WINGWALL
FACE OF
(SUBS. TO ITEM 520.0201)
•" CORK JOINT (TYP)
FACE (TYP)
ACROSS TOP AND DOWN ABUTMENT
ITEM 562.1, •" x •" SEAL
STUBWALL
OUTSIDE EDGE OF
STOP BAR
•" x •"
WINGWALL
BACKWALL/
BACK OF
PLATE W/ Ž" Â HOLES
10•" x 2'-9" x •"
40422NorthAbut.dgn Default 9/14/2015 10:37:45 AM “n18gmc”
#5SW1E (DOWELS)
#5SW2E á
3"
6"
3"
17 #5SW1E (DOWELS) (IN PAIRS = 34 TOTAL) SP @ 1'-0" = 16'-0"
17 #5SW2E á SP W/ #5SW1E (DOWELS) @ 1'-0" = 16'-0"
28 #5SW1E (DOWELS) (IN PAIRS = 56 TOTAL) SP @ 1'-0" = 27'-0"
28 #5SW2E á SP W/ #5SW1E (DOWELS) @ 1'-0" = 27'-0"
6"
6"
#5SW2E á
#5SW1E (DOWELS)
#5SW2E á
#5SW1E (DOWELS)
#5D1E (SPL W/ EXISTING DECK REINFORCING TOP & BOT, TOTAL = 98)
(PLACE 1 #5D1E AT FACE OF CURB)
4 #5D1E (SPL W/ EXISTING DECK REINFORCING, 3 TOP
(PLACE 1 #5D1E AT FACE OF CURB)
4 #5D1E (SPL W/ EXISTING DECK REINFORCING, 3 TOP
1'-6"
1'-6"
1'-6"(MI
N)
9"
(MI
N)
9"
4"
"T"
"T"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC/Details 40422NorthAbutRebar
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON
NORTH ABUTMENT REINFORCING DETAILS
102\120 40422
6 13
8/15CKN
JER 8/15
8/15CKN130-1-3
1910------------
8/15GMC
GMC 8/15
8/15GMC
AS NOTED
N
(NS, FS) (NS, FS)
#5SW5E (MC)
(NS, FS)
#5SW6E (MC) #5SW7E
(2 BOT, 1 NS, 1FS)
(2 MID, 1 NS, 1FS)
(2 TOP, 1 NS, 1FS)
6 #5SW5E (MC)
(2 BOT, 1 NS, 1FS)
(2 MID, 1 NS, 1FS)
(2 TOP, 1 NS, 1FS)
6 #5SW6E (MC)
(SEE SECT A-A & B-B)
(2 BOT, 1 NS, 1FS)
(2 MID, 1 NS, 1FS)
(2 TOP, 1 NS, 1FS)
6 #5SW7E
SCALE: •" = 1'-0"
3 #5SW1E (DOWELS) (IN PAIRS = 6 TOTAL) SP EVENLY
6 #5SW2E á (3 TOP á, 3 BOT á, SP EVENLY)(SPL W/ #5SW1E)
3 #5SW1E (DOWELS) (IN PAIRS = 6 TOTAL) SP EVENLY
6 #5SW2E á (3 TOP á, 3 BOT á, SP EVENLY)(SPL W/ #5SW1E)
SCALE: •" = 1'-0"
A
A
B
B
3 #5SW4E (TOP)
(SEE SECT A-A)
(2 BOT, 1 NS, 1FS)
(2 MID, 1 NS, 1FS)
(2 TOP, 1 NS, 1FS)
6 #5SW3E
3 #5SW4E (TOP)
#5SW4E
#5SW3E
#5SW4E
(SEE SECT A-A)
(6 TOP, 6 BOT)
12 #5D2E
(SEE SECT A-A)
(6 TOP, 6 BOT)
12 #5D5E
STUBWALL ELEVATION - NORTH ABUTMENT
ABUTMENT AND STUBWALL PLAN - NORTH ABUTMENT
(SP W/ #5D2E
6 #5D3E ç
(6 TOP, 6 BOT)
12 #5D4E MC
(6 TOP, 6 BOT)
12 #5D6E MC
(SP W/ #5D2E
6 #5D3E ç
SCALE: •" = 1'-0"
PLAN VIEW DECK - NORTH ABUTMENT
(1 NS, 1 MID, 1 FS)
(1 NS, 1 MID, 1 FS)
SCALE: 1" = 1'-0"
À BRG NORTH ABUTMENT
APPROACH SLAB
SCALE: 1" = 1'-0"
À BRG NORTH ABUTMENT
APPROACH SLAB
SCALE: 1" = 1'-0"
À BRG NORTH ABUTMENT
(DOWELS)
#5SW1E
#5SW2E á
APPROACH SLAB
(DOWELS)
#5SW1E
#5SW2E á
#5SW4E#5D1E FIELD CUT AS REQIURED
#5D5E (PH 2) SP @ 6"
#5D2E (PH 1) SP @ 6"
(EQUALLY SPACED)
#5SW7E (PH 2)
#5SW3E (PH 1)
SECTION A-A STUBWALL SECTION A-A DECK
(EQUALLY SPACED)
#5SW7E (PH 2)
#5SW3E (PH 1)
#5D1E (SPL W/ #5D5E BOT, PH 2)
(SPL W/ #5D2E BOT, PH 1)
6 #5D3E ç
SECTION B-B REINFORCING
40422NorthAbutRebar.dgn Default 9/14/2015 10:37:47 AM “n18gmc”
LEVEL
2'-10"
1"
7ƒ
"
(T
YP)
3"
(T
YP)
3"
(T
YP)
6"
LEVEL
2'-10"
1"
7ƒ
"
D
(CENTERED)
D/3
9‚"
8"
4•"
1•"
‚"
7"2"
MI
N
2" MIN
9"
1†"
‚"
…"6†"
‚"
1"
5‚
"
3"
(T
YP)
3"
(TYP)
2"
1"
4"
8"
7"
2†"
ƒ"
1'-
6‚
"
11‚
"
6‚
"
ƒ"
5‚"
7"
1•
"
1'-
4ƒ
"
3ƒ"
7‡"
1'-0‚"
3…"
1‡
"
1'-
6‚
"
1‚
"
9ƒ
"
4‚
"
5•
"
2'-6"
4•"
2'-10•"
5‚
"
3‚"
4"
1'-6"
9‚"
4"
3"
(TYP)
2•"
1•
"
3‚
"
5„
"
2‚
"
1•"
2…"
1'-10…"
9ƒ"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRC/Details 40422ExpJoint
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON
ABUTMENT A EXPANSION JOINT DETAILS 2 OF 2
102\120 40422
8 13
8/15CKN
JER 8/15
8/15CKN130-1-3
12------------
8/15GMC
GMC 8/15
8/15GMC
AS NOTED
‚
…TYP
G
SEALANT (ITEM 562.1)
SEAL WITH SILICONE JOINT
MORTAR JOINT (TYP)
SEAL
COMPRESSION
(ROADWAY ITEM)
FINISHED GRADE
(TYP)
•" PLATES
STOP BARS
SCALE: ƒ" = 1'-0"
BRIDGE CURB
EXISTING GRANITE
CURB
BRIDGE
CONCRETE
CURB SEAT
GRANITE CURB
RESET EXISTING
CONCRETE CURB
TOP OF STUBWALL
SECTION B-B
SCALE: 1" = 1'-0"
G
TYP‚
…
G
„
SEAL (TYP)
COMPRESSION
ROUND CORNER
STOP BAR
•" x •"
GOUGE
BACK
‰
STOP BAR
•" x •"
TOP OF APPROACH SLAB
BOTTOM OF STUBWALL
(TYP)
•" PLATES
1'-0" LONG (TYP)
` 6" x 4" x •"
SECTION C-C
` 8" x 6" x ƒ"
W/ Ž" Â HOLES (TYP)
10•" x 2'-8" x •" PLATE
91°-11'-37" LEFT SIDE
88°-48'-23" RIGHT SIDEOF WING
TOP
•" CORK JOINT
BOTTOM OF DECK
RECONSTRUCTED BACKWALL
TOP OF
(TYP)
•" PLATES
TYP
G
…
‚
ROUND CORNER
„
‰
G
GOUGE
BACK
SECTION D-D SCALE: 1" = 1'-0"
COMPRESSION SEAL (TYP)
•" x •" STOP BAR
TOP OF APPROACH SLAB
TOP OF ` 8" x 6" x ƒ"
NOT TO SCALE
BEARING STRIP DETAIL
DECK STRIP
STRIP SECTION, TO TOP OF
FOR FULL LENGTH OF DECK
BOND RUBBER BACKED SIDE,
DECK HAUNCH STRIP:
COSTS SUBSIDIARY TO ITEM 520.0201)
FOR MATERIALS AND BONDING AGENT) (ALL
QUALIFIED PRODUCTS LIST, SECTION 520,
‚" THICK MINIMUM, …" MAXIMUM) (SEE
BEARING STRIPS (RUBBER BACKED UHMW-PE,
WITH RUBBER BACKED SIDE FACE UP
HAUNCH FOR THE ENTIRE WIDTH OF DECK
1'-8" WIDE SECTION EMBEDDED INTO DECK
DECK STRIP:
OF DECK AND BACKWALL CONTACT AREA
OF BACKWALL FOR THE ENTIRE LENGTH
SIDE OF 1'-6" WIDE SECTION TO TOP
FLAT SURFACE AND BOND RUBBER BACKED
GRIND TOP OF BACKWALL TO A SMOOTH
BACKWALL STRIP:
R=1ƒ"
SCALE: 3" = 1'-0"
ŠTYP
32°-00'-00"
BAR
#5 REINFORCING
•"x 8"x 5"
STEEL PLATE
ANCHORAGE DETAIL
BACKWALL
ƒ" CLIP
•" CLIP
ŠTYP
R=1ƒ"
SCALE: 3" = 1'-0"
•"x 5‚"x 5"
STEEL PLATE
#5 REINFORCING BAR
EXPANSION ANCHORAGE DETAIL
OUTSIDE EDGE OF DECK
•" VERT. PLATE
‚
‚
G
SCALE: 2" = 1'-0"
DETAIL A
STEEL BOLTS
À ƒ" Â STAINLESS
(TYP)
1"
10" LONG
` 6" x 4" x •"
STOP BARS
•" x •"
(MIN) (TYP)
FILLET FOR ONE FACE OF NUT)
TAPE. (TACK WELD IS ‰"
WRAP END OF BOLTS WITH TEFLON
TACK WELD NUT TO BENT PLATE
BACKWALL/ WINGWALL
FACE OF
(SUBS. TO ITEM 520.0201)
•" CORK JOINT (TYP)
FACE (TYP)
ACROSS TOP AND DOWN ABUTMENT
ITEM 562.1, •" x •" SEAL
STUBWALL
OUTSIDE EDGE OF
PLATE W/ Ž" Â HOLES
10•" x 2'-8" x •"
WINGWALL
BACKWALL/
BACK OF
SCALE: 1•" = 1'-0"
UPRIGHT PLATE
SLOTTED HOLE
À 1"x 3"
(ADJUSTABLE)
STUBWALL EXPANSION JOINT SUPPORT
1'-2" LONG (TYP)
1" Â ANCHOR BOLTS
CONCRETE (TYP)
ADJUSTMENT PRIOR TO PLACING
FIELD WELD PLATES AFTER FINAL
SLOTTED HOLE FOR ƒ" Â BOLT.
•" UPRIGHT PLATE W/ 1"x 3"
SCALE: 1•" = 1'-0"
(COST INCLUDED IN ITEM 560.101)
AND GROUT) (9" MIN. EMBEDMENT)
FOR TWO 1" Â ANCHOR BOLTS (DRILL
BOLT. TWO 1„" x 2" SLOTTED HOLES
SLOTTED HOLE FOR ƒ" Â ADJUSTING
WT 6x32.5 x 6" LONG WITH 1"x 3"
SLOTTED HOLES
À 1"x 3"
•" CHAMFER
•" PLATE
SCALE: 1•" = 1'-0"
(ADJUSTABLE)
DECK SIDE EXPANSION JOINT SUPPORT
PLACE ON TOP OF DECK HAUNCH BEARING STRIP
SLOTTED HOLE FOR ƒ" Â ADJUSTING BOLT)
WT 6x7 (3" WIDE) WITH (Ž"x 2•" LONG
ADJUSTMENT PRIOR TO PLACING CONCRETE (TYP)
FOR ƒ" Â BOLT. FIELD WELD PLATES AFTER FINAL
` 6"x 6"x •" x 9" LONG W/ 1"x 3" SLOTTED HOLES
40422ExpJoint.dgn Default 9/14/2015 10:37:48 AM “n18gmc”
N
FACE OF CURB
FACE OF RAIL
BR
AN
CH
RI
VE
R
FACE OF CURB
FACE OF RAIL
PC
ST
A. 8
+7
7.
80
8+00 7+00 6+009+00
10+00
11
+00
331/106A
VERIZON
300/178
PSNH
106A/1
BELL ATLANTIC
3002/1
PSNH
1-1/2
BELL ATLANTIC
3002/2
PSNH
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
N
R
+44
RT. 32'
RT. 26'
+41
N
RT. 32'
+34R
RT. 26'
+41
E = 34.79'
L = 207.78'
T = 117.20'
R = 180.00'
= 66°-08' 17"
P.I. STA. 9+95.00
(103'±)
GUARDRAIL
REMOVAL OF
ITEM 202.7
(251'±)
GUARDRAIL
REMOVAL OF
ITEM 202.7
(289'±)
GUARDRAIL
REMOVAL OF
ITEM 202.7
(208'±)
GUARDRAIL
REMOVAL OF
ITEM 202.7
RAIL AND CURB NOTES
D1 = 4 UNITS
D. ITEM 606.1255, BEAM GUARDRAIL (TERMINAL UNITS TYPE EAGRT 25 FT) (STEEL POSTS)
E1 = 4 UNITS
E. ITEM 203.55551, GUARDRAIL 25 FT, EAGRT PLATFORM ALTERNATE
A1 B2 A1 = 2 UNITS
A. ITEM 565.92, BRIDGE APPROACH RAIL (STEEL POSTS)
B1 = 2 UNITS
B. ITEM 565.929, BRIDGE APPROACH RAIL (STEEL POSTS)(MODIFIED)
TOTAL ITEM PAY LENGTH = 975'-0" LF
C4 = 287'-6"
C3 = 212'-6"
C2 = 381'-3"
C1 = 93'-9"
C. ITEM 606.120, BEAM GUARDRAIL (STANDARD SECTION-STEEL POSTS)
TOTAL ITEM PAY LENGTH = 2600 LF
X. ITEM 632.911, OBLITERATE PAVE. MARKING LINE, 12" WIDE & UNDER
C1
C3
C2
C4
E1
D1
E1
D1
4" SSLW
4" DSLY
4" SSLW
TO MILTON MILLS
PT STA.
10+8
5.58
TO ROUTE125/ ROCHESTER
CONSTRUCTION
LIMIT OF
18" SSLW(T)
N.H. R
OUTE 12
5
SUBDIRECTORY
BRC/Details 40422RoadPlan
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON 102/120 40422
13
130-1-3
------------
GMC 8/15
1" =20'-0' 15 19
PAVEMENT MARKINGS AND GUARDRAIL PLAN (1 OF 2)
GMC
GMC
CKN
CKN
JER
8/15
8/15 8/15
8/15
8/15
11
40422RoadPlan.dgn Default 9/14/2015 10:37:52 AM “n18gmc”
6+00 5+00
4+00
3+00
2
BELL ATLANTIC
3002/3
PSNH
3002/4
PSNH
2S
BELL ATLANTIC
3002/3S
PSNH
2-1/2
BELL ATLANTIC
106A
BELL ATLANTIC
3002/5
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
N
5+50
N
RT. 32'
+78R +81
RT. 28.5'
N
LT. 32'
+78
R +81
LT. 22.5'
PT
ST
A. 5
+5
0.
00
PO
C
ST
A. 3
+00.00
E = 5.09'
L = 300.00'
T = 150.23'
R = 2213.00'
= 7°-40'-02"
P.I. STA. 4+00.23
(289'±)
GUARDRAIL
REMOVAL OF
ITEM 202.7
(208'±)
GUARDRAIL
REMOVAL OF
ITEM 202.7
C4
C2
E1
D1
E1
D1
4" DSLY
4" SSLW
4" SSLW
NOT TO SCALE
PAVEMENT MATCH DETAIL
EXISTING SURFACE
BITUMINOUS PAVEMENT
ITEM 628.2 - SAWED
1" WEARING COURSE INLAY
HOT BITUMINOUS PAVEMENT, MACHINE METHOD,
ITEM 403.11 -
BRIDGE DECK
200'± 317'±EXISTING SURFACE
BITUMINOUS PAVEMENT
ITEM 628.2 - SAWED
10 FT/INCH OF DEPTH)
(MIN LENGTH =
SUBSIDIARY TO ITEM 403.11
TEMPORARY PAVEMENT FILLETSURFACES 1•"
BITUMINOUS
COLD PLANING OF
ITEM 417.
SURFACES 1•"
BITUMINOUS
COLD PLANING OF
ITEM 417.
10 FT/INCH OF DEPTH)
(MIN LENGTH =
SUBSIDIARY TO ITEM 403.11
TEMPORARY PAVEMENT FILLET
LIMIT OF PAVEMENT WORK
STA. 10+10
LIMIT OF PAVEMENT WORK
STA. 3+00
CONSTRUCTION
LIMIT OF
SUBDIRECTORY
BRC/Details 40422RoadPlan
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON 102/120 40422
13
130-1-3
------------
GMC 8/15
1" =20'-0' 16 19
PAVEMENT MARKINGS AND GUARDRAIL PLAN (2 OF 2)
JER
CKN
CKN
GMC
GMC
8/15
8/15 8/15
8/15
8/15
12
40422RoadPlan.dgn Default 9/14/2015 10:37:53 AM “n18gmc”
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
TEMPORARY SIGNALS
YELLOW
ALL RED
RECALL
DETECTOR
FLASH
MAXIMUM I
MAXIMUM II
Â2Â1
NL NL
5
5 3
30 15
4 4
20 20
FR
ON OFF
10
FR
SECONDS
IN
TIMING
INITIAL
EXTENSION
--- ---
VEHICLE SPEED
TIMING BASED ON 20 MPH
Â1 Â2
R
Y
G
SIGNAL HEADS
5" LOUVERED BACK PLATE
ALL LENSES 12" WITH
PHASE DIAGRAM
PHASE 2 TRAFFIC CONTROL
SCALE: 1" = 40'-0"
PHASE 1 TRAFFIC CONTROL
SCALE: 1" = 40'-0"
N
W20-1e:
W20-1c:
W20-1a:
R50-1:
G20-2a:
3
3
3
3
3
ITEM 616.161 - TRAFFIC SIGNALS (TEMPORARY)
CC
PREEMPT STROBE
TEMPORARY LIGHT
SIGNAL CONDUIT
SIGN
PREEMPT RECEIVER
CONTROL CABINET
SIGNAL HEAD
SIGNAL LEGEND
PAVEMENT MARKING NOTES
1. ALL SYMBOLS, WORDS, TRANSVERSE MARKINGS (STOP BARS,
CROSSWALK LINES, AND RAILROAD SYMBOLS), LANE LINES AND
ALL OTHER MARKINGS NOTED WITH (T) SHALL BE
THERMOPLASTIC.
TO PAVEMENT MARKING.
PAVEMENT MARKINGS SHALL EXTEND BEYOND PROJECT PAVING
LIMITS TO OVERLAP EXISTING MARKINGS DISTURBED BY
CONSTRUCTION.
THE CONTRACTOR SHALL CONTACT LEAH SAVAGE AT THE NHDOT
BUREAU OF TRAFFIC AT (603)271-2291 ONE WEEK PRIOR
2.
3.
Â1 & Â2
Â2
Â1
APPROACHES
SB, EB & WB
PHASE 1 & 2
TTC SIGNS
GENERAL NOTES
1. SEE WORK ZONE TRAFFIC CONTROL STANDARD PLANS TC-1 AND TC-2 FOR ADDITIONAL DETAILS.
2. REMOVE ALL EXISTING PAVEMENT MARKING LINES FROM STOP BAR TO STOP BAR PRIOR TO PHASE 1.
PREEMPTION NOTES
BY THE CONTRACTOR, ENGINEER, AND THE TOWN OF MILTON FIRE DEPARTMENT.
1. LOCATION OF EMERGENCY VEHICLE PREEMPTION RECIEVERS WILL BE DETERMINED IN THE FIELD
2. PREEMPTION SIGNAL SHALL BE SERVICED ON A FIRST COME-FIRST-SERVE BASIS.
ARE TO BE TERMINATED BY PREEMTION DEMAND.
3. MINIMUM GREEN AND NORMAL VEHICLE CLEARANCE TIMES SHALL BE PROVIDED ON PHASES THAT
THE CONTRACTOR.
3. DESIGN OF THE SIGNAL SUPPORTS AND ANY REQUIRED GUYING SHALL BE THE RESPONSIBILITY OF
PLACED AS TO CREATE A HAZARD TO TRAVELING PUBLIC.
4. POLES SUPPORTING SPAN WIRES SHALL BE ADEQUATELY SPACED AND GUYED AND SHALL NOT BE
THE CONTRACTOR AND APPROVED BY THE ENGINEER.
5. THE POWER SOURCE AND LOCATION OF THE POLE MOUNTED CONTROLLER SHALL BE DETERMINED BY
SUBDIRECTORY
Cadd/Trf 40422 TTC
.DGN LOCATOR
APPLEBEE ROAD OVER BRANCH RIVER
MILTON
PHASE ONE & TWO TRAFFIC CONTROL
102\120 40422
13 13
8/15NHDOT
NHDOT 8/15
8/15NHDOT130-1-3
------------
8/15KGS
KGS 8/15
8/15KGS
AS NOTED 17 19
PHASE 1 TRAFFIC CONTROL
SCALE: 1" = 40'-0"
N
R
+44
RT. 32'
RT. 26'
+41
N
RT. 32'
+34
R
RT. 26'
+41
N
RT. 32'
+78
R +81
RT. 28.5'
N
LT. 32'
+78
R +81
LT. 22.5'
W3-3
R10-6
W5-3
R10-6
W3-3
W5-3
R3-8(35)M
INTERSECTION
500' FROM
M6-1L
W20-1a
INTERSECTION
500'FROM
M6-1R
W20-1a
W20-1a
M6-1L
INTERSECTION
750' FROM
W23-2
NH ROUTE
125
NH ROUTE
125
Â1
Â1
Â2
Â2
CC
ZONE
VIDEO DETECTION
CAMERA
CAMERA
ZONE
DETECTION
VIDEO
18"SSL(W)
18"SSL(W)
4"SSL(W)
PHASE 1 TRAFFIC CONTROL
SCALE: 1" = 40'-0"
N
R
+44
RT. 32'
RT. 26'
+41
N
RT. 32'
+34
R
RT. 26'
+41
N
RT. 32'
+78
R +81
RT. 28.5'
N
LT. 32'
+78
R +81
LT. 22.5'
W13-1(20)
W24-1R
W3-3
R10-6
W5-3
R10-6
W3-3
W5-3
W13-1(20)
W24-1RR3-8(35)M
INTERSECTION
500' FROM
M6-1L
W20-1a
INTERSECTION
500'FROM
M6-1R
W20-1a
W20-1a
M6-1L
INTERSECTION
750' FROM
W23-2
NH ROUTE
125
NH ROUTE
125
CC
4"SSL(W)
4"DSL(Y)
40422 TTC.dgn Phases 9/14/2015 10:37:55 AM “n18gmc”
55°
10°
GENERAL NOTES
SECTION THRU RAIL ELEMENT
TYPICAL SIDE VIEW
SAMPLE GUARDRAIL INSTALLATION LAYOUT
STANDARD SECTION
PLAN
ELEVATION
5‡" 4"
7'-0"
W6 x 8.5
7"
1„"
6'-3"
2"
1"
8•"
ž"
®" R
1„"
14"
12‚
"
7'-
0"
12‚"
…" R
•" R
•" R
ˆ"
3‰
"
2Š"
2‚
"
3‚" 1„" 3‚" 2Š"
1ˆ
"
1˜
"
55°
NEUTRAL AXIS
FRONTSIDE
STANDARD SECTION
W-BEAM
PAY LIMITS FOR STANDARD SECTION
2.
3.
4.
5.
(SHOWN WITH FASTENERS)
STEEL POST
SPLICE BOLT SLOT
NOTE: LAP RAIL IN DIRECTION OF TRAFFIC
1.
EDGE OF PAVEMENT
SHOULDER GRADE AT
RAIL
FACE OF
PAVEMENT
EDGE OF
12 GAUGE (0.109")
SHEET THICKNESS
5/8" BUTTON HEAD BOLT AND RECESSED NUT
†"
•"
Š"
†"
Â
1„
"
1Š"
1…" R
“" 1‚"
•"
1‚"
2"
9•"
T INTENDED USEL
SHOULDER
L
T
FULL LENGTH THREAD RAIL SPLICE BOLTS
POST BOLT (STEEL POSTS)
POST BOLT
RECESS BOTH SIDES
1"Â x „" DEEP
4" MIN. THREAD LENGTH
DESIGNATOR
FBB01
FBB02
FBB03
[FBB01-03]
EAGRT TERMINAL UNIT EAGRT TERMINAL UNIT
37'-6" OR 12'-6" 37'-6" OR 12'-6"
6.
7.
8.
[FBB03]
1'-
2"7
"
1„"1„"
TOP FRONT
Ž"Â HOLE4•"
6"
7ƒ
"
7•
"
OFFSET BLOCK
SYNTHETIC
ƒ" Â HOLE
(TYP.)
6" x 8" WOOD OFFSET BLOCK (TYP.)
4" x 6" STEEL POST WITH
31" TYP.
1ƒ" MIN. THREAD LENGTH
AT BEAM SPLICE
ELEVATION VIEW
31"
2•"
ƒ"
…" R
BOLT SLOT
3'-1•"(TYP.)
6'-3"
3'-1•"6'-3" 6'-3"
3'-1•"
TERMINAL OR APPROACH UNIT
1"
7"
1„"3
1"
25"
4'-4"
2"
(SHOWN WITH FASTENERS)
TYPICAL FRONT VIEW
ON THE TYPICAL SECTION
FACE OF GUARDRAIL AS SHOWN
*
SYNTHETIC OFFSET BLOCK
TRAFFIC
HEAD SPLICE BOLT
[FBB01] BUTTON
POST BOLT
BUTTON HEAD
3'-1•"
12'-6"
TO ITEM 606.18001
POST SUBSIDIARY
* ADDITIONAL STEEL
DETAILS FOR DIMENSIONS
SPLICE BOLT SLOT
SEE BOLT SLOT/
*
APPROACH UNIT, ETC.
TERMINAL UNIT, BRIDGE
USE APPROPRIATE APPROVED
STEEL POST
STRUCTURAL SHAPE
(SHOWN)
WHICH HAVE ONLY BEEN TESTED AT 27".
OVER 50 FEET FOR ALL TERMINAL UNITS
TRANSITION RAIL HEIGHT FROM 31" TO 27"
3'-1•"
REVISION DATE
08-15-13
AT THIS TIME (NOMINALLY 25'=0")]
[8 SPACE W-BEAM GUARDRAIL UNDESIGNATED
RWM04a (NOMINALLY 12'-6")]
[4 SPACE W-BEAM GUARDRAIL DESIGNATED
USE: WHEREVER GUARDRAIL IS REQUIRED
PAID: LINEAR FOOT
ITEM 606.18001 - 31" W-BEAM GUARDRAIL WITH 8" OFFSET BLOCK (STEEL POST)
ROADSIDE BARRIER - SEE NOTE NO. 1
SEE NOTE 5
FOR MASH TEST LEVEL 3.
THIS GUARDRAIL SYSTEM HAS RECEIVED A FEDERAL ELIGIBILITY LETTER
AND DETAILS REMAIN IN FORCE.
C) ALL OTHER REQUIREMENTS OF THE PERTINENT SPECIFICATIONS
PLANS BUT IT MAY BE MORE.
THE SLOPE SHALL NOT BE LESS THAN WHAT IS SHOWN ON THE
B) THE DISTANCE FROM THE BACK OF THE POST TO THE BREAK IN
AT THE INDICATED LOCATION AS SHOWN ON THE PLANS, AND
A) THE FACE OF RAIL SHALL REMAIN AT THE EDGE OF PAVEMENT OR
SHOWN ON THE PLANS, THE FOLLOWING APPLIES:
OFFSET BLOCKS THAT HAVE OTHER THAN THE NOMINAL DIMENSIONS AS
THE NORMAL CONTEXT OF NOMINAL DIMENSIONS. IN ORDER TO USE ANY
HAVE DIMENSIONS THAT VARY MORE THAN WOULD BE CONSIDERED WITHIN
HIGHER IN THE FUTURE. SOME OF THESE OFFSET BLOCKS HAVE OR MAY
CRITERIA. OTHERS MAY BE ADDED UNDER MASH AT TEST LEVEL 3 OR
ELIGIBLE FOR FEDERAL PARTICIPATION PER NCHRP 350 TEST LEVEL 3
THE FHWA HAS LISTED OFFSET BLOCKS ON THEIR WEBSITE THAT ARE
SLOPE.
SHALL BE 2' OR GREATER TO ANY STABLE SOIL OR ROCK LINED
B) THE DISTANCE FROM THE BACK OF POST TO THE BREAK IN SLOPE
AT LEAST 1' BEHIND THE POST TO THE SLOPE BREAK OR
A) THE SLOPE BEHIND GUARDRAIL SHALL BE 4:1 OR FLATTER WITH
EITHER:
IN ORDER TO USE POSTS SHORTER THAN 7', BUT NOT LESS THAN 6',
10:1 OR FLATTER REGARDLESS OF OFFSET.
III. IS NOT BEHIND A CURB BUT IS ON A SLOPE THAT IS
TICAL CURB OR
II. IS AT THE BACK EDGE OF SIDEWALK FRONTED BY VER-
I. 6' OR MORE BEHIND THE FACE OF A SLOPE CURB OR
THE FACE OF RAIL IS OFFSET FROM THE EDGE OF PAVEMENT
B) SET THE HEIGHT FROM THE GROUND AT THE FACE OF RAIL WHEN
CURBED SECTION.
WITH CURB AT THE EDGE OF PAVEMENT OR WHEN IN AN UN-
THE FACE OF RAIL IS AT THE EDGE OF PAVEMENT, WHETHER
A) SET THE HEIGHT OF RAIL FROM THE EDGE OF PAVEMENT WHEN
ESTABLISH RAIL HEIGHT AS FOLLOWS:
300' RADIUS.
USE 12'-6" LENGTH RAIL ELEMENTS IN RAIL CURVES OF LESS THAN
FOR THEIR PROPRIETARY PRODUCTS.
OTHER STANDARD SHEETS OR AS REQUIRED BY THE MANUFACTURERS
ONLY USE RECTANGULAR PLATE WASHERS [FWR03] WHERE SHOWN ON THE
AASHTO'S "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE".
ITEMS IN BRACKETS [ ] ARE DESCRIBED IN
CRASH CUSHION AS WELL AS THE ENTIRE G-2 TERMINAL UNIT.
THIS IS THE GATING PORTION OF A GUARDRAIL TERMINAL UNIT OR
EDITION OF THE AASHTO ROADSIDE DESIGN GUIDE. EXCLUDED FROM
THE DEFINITION OF ROADSIDE BARRIER IS PER THE LATEST ADOPTED
STANDARD ELEMENTS
TRAFFIC
IMPACTS.
CRASH WORTHY FOR END-ON
ANCHORAGE ONLY, NOT
TERMINAL UNIT TYPE G-2.
3'-1•"
PLATFORM FOR OFFSET EAGRT)
(PREFERRED PLATFORM & ALTERNATIVE
PLATFORM'S FOR OFFSET EAGRT'S
LAYOUT GR-3, SEE SPECIAL DETAILS
GUARDRAIL SHOWN WITH EAGRT PLATFORM
NOTE:
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40422
DGN
mash_gr_02a
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
18 19
& HARDWARE DETAILS
STANDARD SECTION-STEEL POSTS
31" BEAM GUARDRAIL
mash_gr_02a.dgn Default 9/14/2015 10:37:56 AM “n18gmc”
B
A
B
A
REVISION DATE
11/24/14
25' EAGRT UNIT
A
A
B B
4:1 TAPER
40'
AT 25:1 TAPER
25' EAGRT
EDGE OF PAVEMENT
PARALLEL TO
STANDARD GUARDRAIL
12'-6"
12'-6" AT 10:1
TAPERED RAIL
AT EDGE OF PAVEMENT
STANDARD BEAM GUARDRAIL
FL
AT
TE
R
4:
1
OR
FL
AT
TE
R
4:
1
OR
FL
AT
TE
R
4:
1
OR
BACK OF POST
2'-0" FROM
FACE OF RAIL
2'-6" FROM
NORMAL SLOPE BREAK
EDGE OF PAVEMENT
TRAFFIC
X%
10'Y%
Z%
TO EDGE OF PAVEMENT
FROM FACE OF GUARDRAIL
2'-3" OFFSET
IN SHADED AREA
10:1 OR FLATTER
IN TAPER AREA
TO SHOULDER SLOPE
TRANSITION FROM 10:1
SHOULDER BREAK
4:1 OR FLATTER
"NORMAL" ROADWAY SLOPE
PLATFORM SLOPE GRADING
SECTION A-A
EDGE OF PLATFORM
SLOPE BREAK AT
FLATTER
10:1 OR
ROADWAY SLOPE
PLATFORM APPROACH GRADING
SECTION B-B
EDGE OF PLATFORM
SLOPE BREAK AT
Z%Y%
X%
NOT EXCEED 10%
BETWEEN X AND Y, AND Y AND Z SHALL
THE ALGEBRAIC DIFFERENCE IN GRADE
Z: LONGITUDINAL GRADE OF PLATFORM
Y: LONGITUDINAL GRADE OF PLATFORM APPROACH
ADVANCE OF PLATFORM
X: LONGITUDINAL GRADE OF ROADWAY SLOPE IN
50' EAGRT UNIT
40'
AT 50:1 TAPER
50' EAGRTTO E.P.
PARALLEL
STANDARD RAIL
25'
12'-6"
25' AT 15:1
TAPERED RAIL
AT EDGE OF PAVEMENT
STANDARD BEAM GUARDRAIL
25'
FL
AT
TE
R
4:
1
OR
FL
AT
TE
R
4:
1
OR
FL
AT
TE
R
4:
1
OR
4:1 TAPER
BACK OF POST
2'-0" FROM
FACE OF RAIL
2'-6" FROM
NORMAL SLOPE BREAK
TRAFFIC
EDGE OF PAVEMENTX%
10'Y%
Z%
TO EDGE OF PAVEMENT
FROM FACE OF GUARDRAIL
2'-8" OFFSET
IN SHADED AREA
10:1 OR FLATTER
IN TAPER AREA
TO SHOULDER SLOPE
TRANSITION FROM 10:1
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
40422
DGN
prf_pltfrm_offst
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
19 19
GUARDRAIL TERMINAL (EAGRT)
OFFSET ENERGY ABSORBING
PREFERRED PLATFORM FOR
prf_pltfrm_offst.dgn Default 9/14/2015 10:37:57 AM “n18gmc”