legend and general notes - douglas · 2013-07-15 · sign - single post boring steel beam guard...
TRANSCRIPT
NATIONAL GEODETIC VERTICAL DATUM
HOURLY VOLUME TO AVERAGE DAILY TRAFFIC
MASSACHUSETTS WATER RESOURCES AUTHORITY
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
MASSACHUSETTS TURNPIKE AUTHORITY
MASSACHUSETTS HIGHWAY DEPARTMENT
METROPOLITAN DISTRICT COMMISSION (NOW KNOW AS DCR)
MASSACHUSETTS BAY TRANSPORTATION AUTHORITY
RATE OF VERTICAL CURVATURE, RATIO OF DESIGN
INTERSECTION OF SLOPES OR PROFILE GRADE LINES
CLEANOUT, COUNTY
EXTERIOR, EXTERNAL
EXPANSION JOINT
EDGE OF PAVEMENT
ELECTRIC MANHOLE
ELECTRIC HANDHOLE
ELECTRICAL BOX
EAST, EXTERNAL
DUCTILE IRON PIPE (LINED)
DESIGN HOURLY VOLUME
DIRECTIONAL DESIGN HOURLY VOLUME
DRAINAGE AREA
DIRECTIONAL PERCENTAGE OF DESIGN HOURLY VOLUME
DELTA ANGLE (CENTRAL ANGLE OF HORIZONTAL CURVE)
COMBINED SEWER MANHOLE
CONSTRUCTION JOINT
COMBINED SEWER
CONTINUE(D), CONTINUATION
CONSTRUCT, CONSTRUCTION
EXP
EXT
EXJT
EXPWY
EXIST
EXC
EXPANSION
EXPRESSWAY
EXISTING
EXCAVATION
E.BD.
EOP
EST
EQ
ENT
EMH
ELEV
EMB
ELEC
EHH
DR
EB
EA
E
DIM
DIP(L)
DHV
DI
EASTBOUND
ESTIMATE
EQUAL
ENTRANCE
EMBANKMENT
ELECTRICAL
ELEVATION
EACH
DRIVE, DRAIN
DIMENSION
DROP INLET
CULV
DDHV
DET
DEPT
DIA
DA
D
CY
CONT
CTR
CSMH
CSJT
CS
COND
CONST
CONC
COL
CULVERT
DETAIL
DEPARTMENT
DIAMETER
CUBIC YARD
CENTER
CONDUIT
CONCRETE
COLUMN
NORTHBOUND
NORMAL CROWN
NEW ENGLAND TELEPHONE
NOT IN CONTRACT
NUMBER
NOT TO SCALE
NIC
NTS
NO. OR #
NET
NGVD
N.BD
NC
NORTH AMERICAN VERTICAL DATUM
NORTH AMERICAN DATUM
NOT APPLICABLE
NORTH
MEAN SEA LEVEL
MILES PER HOUR
MEAN LOW WATER
MISCELLANEOUS
MINIMUM
MEAN HIGH WATER
MASSACHUSETTS HIGHWAY BOUND
MANHOLE
MEDIAN
MPH
N/A
NAVD
NAD
N
MWRA
MUTCD
MTA
MSL
MHD
MLW
MISC
MIN
MHW
MH
MHB
MED
MDC
MAILBOX
MAXIMUM
MASSACHUSETTS
MUCK EXCAVATION
LOW SERVICE WATER
LOW POINT, LIGHT POLE
LINEAR FEET
LANDSCAPING
POUND(S)
LEACHING BASIN
LATERAL
LENGTH OF CURVE
LF
MBTA
MASS
MAX
MB
M
LS
LT
LP
LEFT
L
LDSCP
LB(S)
LB
LAT
K
BALLED & BURLAPPED
ANNUAL AVERAGE DAILY TRAFFIC
CORRUGATED METAL PIPE
CONCRETE MEDIAN BARRIER
CLEAR, CLEARANCE
CEMENT LINED PIPE
CHAIN LINK FENCE
CAST IRON PIPE (CEMENT LINED)
CAST IN PLACE CONCRETE
CAST IRON PIPE
CURB INLET
CUBIC FEET PER SECOND
CEMENT CONCRETE MASONRY
CEMENT CONCRETE
CATCH BASIN WITH CURB INLET
BOTTOM OF DITCH
BENCH MARK, BEAM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
AMERICAN NATIONAL STANDARDS INSTITUTE
ALTERNATE, ALTERNATIVE
AVERAGE DAILY TRAFFIC
ASPHALT COATED CORRUGATED METAL PIPE
AMERICAN ASSOCIATION OF HIGHWAY AND TRANSPORTATION OFFICIALS
CIP CONC
CIP
CMB
CMP
CO
CLR
CLP
CIP(CL)
CLF
C
CCM
CFS
CI
CEM
CF
CBCI
CC
CB
C
CENTERLINE
CUBIC FEET
CEMENT
CATCH BASIN
CUT
BL OR B
APPROX
BRG
BRK
BOT
BR
BM
BOD
BO
BLDG
BIT CONC
BD
B&B
BAR
AUX
AVE
ASTM
BASELINE
BRICK
BEARING
BRIDGE
BOTTOM
BY OTHERS
BUILDING
L
AUXILIARY
BITUMINOUS CONCRETE
BOUND
BARRIER
AVENUE
APPROXIMATE
AASHTO
ALT
APPR
ANSI
ALM
ADT
ABUT
ADJ
ACCM PIPE
ABAN
AADT
APPROACH
ALARM
ADJUST
ABUTMENT
ABANDON
JUNCTION
IRON PIPE
INVERT
HYDRANT
HIGHWAY GUARD RAIL
HIGHWAY
HIGH SERVICE WATER
HIGH EARLY STRENGTH
HIGH POINT
HIGH OCCUPANCY VEHICLE
HORIZONTAL
HOUSE
HANDHOLE
HYDRAULIC GRADE LINE
HWY GDRL
IT
JCT
IR
IP
INV
IN
HYD
IRON
INCH
HOV
HWY
HS
HES
HP
HO
HOR
HH
HGL
HEADWALL
GAS VALVE
GRAVEL
GRANITE
GAS METER
GALVANIZED IRON PIPE
GUTTER INLET
GAS GATE
GROUND
GARAGE
GALVANIZED
GALLON
FOOT, FEET
FIRE SIGNAL
GRAV
GRAN
GV
HDW
GI
GM
GIP
GG
G
GALV
GD
GAR
GAL
FT
FS
FLR
GAS
FLOOR
FIELDSTONE
FLOW LINE
FEDERAL HIGHWAY ADMINISTRATION
FIRE HYDRANT
FRAME & GRATE
FEDERAL
FOUNDATION
FRAME & COVER
FIRE ALARM, FEDERAL AIDFA
FLDSTN
FHWA
FIN
FL
FH
FDN
F&G
FED
F&C
FINISH
F FILL
TURNING POINT
TELEPHONE MANHOLE
TRAFFIC CONTROL BOX
TOPO
TEMP
TP
TMH
TEL
TCB
TOPOGRAPHY
TEMPORARY
TELEPHONE
PERCENTAGE OF TRUCKS, TON, TANGENT LENGTH OF CURVE
SQUARE YARD
SURFACE, SURFACING
STRUCTURE, STRUCTURAL
STEAM MANHOLE
SEWER MANHOLE
STOPPING SIGHT DISTANCE
SANITARY SEWER
SPECIFICATION(S)
STOP LINE, SURVEY LINE
STATE HIGHWAY LAYOUT
STATE HIGHWAY LAYOUT LINE
SQUARE FEET
SUPERELEVATION
STORM DRAINAGE MANHOLE
STORM DRAIN, SUBDRAIN
STONE BOUND, SPECIAL BORROW
SOUTH, SLOPE, SIGN
REMOVE AND STACK
RAILROAD SIGNAL
REMOVE AND RESET/REPLANT
SURF
STMH
SMH
SPEC(S)
SHLO
STD
TAN
T
SY
SW
STR
STY
SS
STA
ST
SSD
SL
SK
STANDARD
TANGENT
SIDEWALK
STORY
STATION
STREET
SKEW
SHLD
SDMH
SB
SH
SHLL
SF
SEC
SD
SE
S.BD
RT
SAN
S
RTE
RS
R&S
R&R
RR
SHOULDER
SHEET
SECTION
SOUTHBOUND
RIGHT
SANITARY
ROUTE
RAILROAD
X-SECT
TRWY
RELOCATE(D), RELOCATION
PLANTABLE SOIL BORROW
RIGHT-OF-WAY
REVISION, REVISED
RETAINING WALL
RETAIN, RETAINING
REINFORCE, REINFORCING
REFLECTORIZED
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE BOX CULVERT
REINFORCED CONCRETE
RADIUS, ROCK EXCAVATION
PAVED WATERWAY
POINT OF VERTICAL TANGENCY
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL CURVATURE
POINT OF TANGENCY, POINT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
POINT OF REVERSE CURVATURE
POINT ON TANGENT
POINT ON CURVE
PARKING METER
PROPERTY LINE
POINT OF INTERSECTION
RELOC
RET WALL
REQD
REMOD
REINF
REFL
RDWY
ROW
REV
RET
REM
RC
RD
RCP
RCB
R
RAIL
QTY
REQUIRED
REMODEL
REMOVE
ROADWAY
ROAD
RAILING
QUANTITY
PVMT
PROP
PROJ
PL OR P
PSB
PVT
PWW
PVI
PSI
PVC
PT
PSF
POC
PRC
POT
PM
PKG
PI
PAVEMENT
L
PROPOSED
PROJECT
PARKING
WCR
YD
YR
WIP
WMH
WV
WM
WG
WE
WDTH
WD
W.BD
W
VERT
VAR
VCP
VC
V
UP
UTIL
USGS
UD
TYP
TVMH
TV
TS
PROFILE GRADE LINE
POINT OF COMPOUND CURVATURE
POINT OF CURVATURE
OBSERVATION WELL
OVERHEAD WIRES
ORIGINAL GROUNDOG
PC
P.G.L.
PCC
PB
OHW
OW
OPP
OH
OC
PULL BOX
OPPOSITE
OVERHEAD
ON CENTER
TRANS
TSC
TRAVELED WAY
WHEELCHAIR RAMP
WATER MANHOLE
WATER METER, WATER MAIN
WROUGHT IRON PIPE
WATER ELEVATION
YEAR
YARD
CROSS-SECTION
WATER VALVE
WATER GATE
WIDTH
WOOD
VITRIFIED CLAY PIPE
VERTICAL CURVE
VARIES, VARIABLE
U.S GEOLOGICAL SURVEY
UNDERDRAIN OR SUBDRAIN
TELEVISION MANHOLE (CABLE)
TELEVISION (CABLE)
WESTBOUND
WEST
VERTICAL
DESIGN SPEED
UTILITY POLE
UTILITIES
TYPICAL
TRAFFIC SIGNAL
TRAFFIC SIGNAL CONDUIT
TRANSITION
METERm
HIGHWAY GUARD ABBREVIATIONS
TE
TS
FE
TANGENT END
TERMINAL SECTION
FLARED END
R&D REMOVE AND DISPOSE
LC LAND COURT
CERTIFICATECERT.
TEMPORARY BENCH MARKTBM
L
HOT MIX ASPHALTHMA
DEPARTMENT OF CONSERVATION AND RECREATIONDCR MASSACHUSETTS DEPARTMENT OF TRANSPORTATIONMASSDOT
CORRUGATED PLASTIC (HDPE) PIPECPP
GUY WIRE ANCHORGWA
TRM TURF REINFORCED MAT
TLDC TEMPORARY LIMITED DEFLECTION CONCRETE BARRIER
MOVEABLE PRECAST CONCRETE BARRIERMPCB
TERM TERMINAL
02A
BR
V.D
WG
6-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
2
ABBREVIATIONS
SIGN - SINGLE POST
BORING
STEEL BEAM GUARD RAIL
UTILITY POLE, TELEPHONE, POWER
BALANCED STONE WALL
CONSTRUCTION BASELINE
BOUND (TYPE NOTED)
GUY WIRE ANCHOR
10
PROPERTY LINE
EDGE OF PAVEMENT
LEGEND GENERAL NOTES
IRON PIPE MONUMENT
WETLAND FLAG
WETLAND LIMIT
MAILBOX
SURVEY CONTROL POINT
BENCHMARK
OVERHEAD WIRE
EXISTING PROPOSED
STAKED SILT FENCE TURBIDITY BARRIER
LIMIT OF SLOPE
LIMIT OF DISTURBANCE
WOODS OR BRUSH
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT FOR REVIEW A SCHEDULE OF
OPERATIONS IN ADDITION TO OTHER CONTRACT REQUIREMENTS TO THE TOWN OF DOUGLAS.
2. SURVEY CONTROL INFORMATION OBTAINED FROM AN ELECTRONIC DRAWING ENTITLED "EXISTING CONDITIONS
PLAN, HEMLOCK STREET, DOUGLAS, MA", DATED MAY 14, 2010 BY GUERRIERE & HALNON, INC, 1029 PROVIDENCE
ROAD, WHITINSVILLE, MA 01588, PHONE: (508) 234-6834.
3. BASE PLAN INFORMATION WAS OBTAINED BY AN ON THE GROUND SURVEY PERFORMED BY GUERRIERE &
HALNON, INC. ELEVATIONS REFER TO NGVD OF 1988 DATUM.
4. HORIZONTAL CONTROL IS BASED UPON AN ASSUMED COORDINATE SYSTEM.
5. THE RIGHT OF WAY AND PROPERTY LINES SHOWN HEREON ARE APPROXIMATE ONLY AND ARE BASED UPON
RECORD DEEDS, PLANS, AND ASSESSORS INFORMATION.
6. BEFORE SAW CUTTING, EXCAVATING, BACK FILLING, GRADING, PAVEMENT RESTORATION, OR REPAIRING, ALL
UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED, INCLUDING THOSE IN CONTROL OF UTILITIES
NOT SHOWN ON THESE PLANS. SEE CHAPTER 370, ACT OF 1963, MASSACHUSETTS GENERAL LAWS. THE OWNER
AND ENGINEER ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR
INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING
DEPARTMENT MUST BE CONSULTED. CALL DIG SAFE AT 811 OR 1-(888) DIG-SAFE. REFER TO THE SPECIAL
PROVISIONS FOR A LIST OF THE CONTACT PERSONS AT AFFECTED UTILITIES.
7. IMPACTS TO ABUTTERS DUE TO CONSTRUCTION ACTIVITIES SHALL BE KEPT TO A MINIMUM. THE CONTRACTOR
SHALL PROVIDE AND MAINTAIN SAFE AND REASONABLE ACCESS TO AND FROM ALL ABUTTING PROPERTIES AT
ALL TIMES AT NO ADDITIONAL COST.
8. THE CONTRACTOR SHALL PROVIDE METHODS DURING DEWATERING OPERATIONS AND FOR STORM WATER
RUNOFF NOT TO ALLOW SILT OR DEBRIS TO ENTER EXISTING WATERWAYS OR CREATE NUISANCES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING EXISTING OR NEW FACILITIES IF SILTATION OCCURS DUE
TO THE CONTRACTOR'S OPERATIONS.
9. DAMAGE OF PROPERTY BEYOND THE WORK LIMITS CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE
REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE, SUBJECT TO THE APPROVAL OF THE
ENGINEER.
10. THE CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIAL IN ACCORDANCE WITH ALL FEDERAL, STATE AND
LOCAL REGULATIONS AT HIS OWN EXPENSE IF NOT OTHERWISE SPECIFIED, OUTSIDE OF THE PROJECT LIMITS.
11. IF THE CONTRACTOR DAMAGES UTILITY SERVICES, HE SHALL IMMEDIATELY NOTIFY THE RESPECTIVE UTILITY
COMPANY AND SHALL IMMEDIATELY ASSIST THE UTILITY COMPANY TO REPLACE OR REPAIR THE DAMAGE.
SURVEY TRAVERSE LINE
MINOR CONTOUR
MAJOR CONTOUR
450
RIGHT OF WAY LINE
COMPOST FILTER TUBES
03LE
GN
.D
WG
6-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
3
LEGEND AND GENERAL NOTES
HMA CURB
NONE
WATER SUPPLY ALTERATIONS DRAINAGE
SEE BELOW
GENERAL NOTES:
1. FOR CROSS SECTION, SEE SHEET NOS. 18-19.
2. FOR CONSTRUCTION DETAILS, SEE SHEET NOS. 6-7.
PLAN VIEW
PROFILE
CONSTRUCTION BASELINE DATA
DESCRIPTION TANGENT/CURVE DATA NORTHING EASTING
BEGIN STA. 0+00.00 L=106.09' S08°24'58"W 6356.0416 5076.9559
PI STA. 1+06.09 L=69.98' S14°24'23"W 6251.0962 5061.4329
PC STA. 1+76.06
R=75.00' L=500.00'
6183.3201 5044.0189
T=11.99' Δ=18°09'46.9"
PT STA. 1+99.84 L=29.97' S32°34'10"W 6161.6059 5034.5828
PC STA. 2+29.81
R=65.00' L=500.00'
6136.3493 5018.4496
T=27.00' Δ=45°06'39.1"
PT STA. 2+80.99 L=219.01' S77°40'49"W 6107.8369 4977.5404
END STA. 4+50.00 - - 6071.7747 4812.4182
SURVEY CONTROL POINTS
POINT NO B STA. OFFSET NORTHING EASTING ELEV. DESCRIPTION
- - 6613.1228' 5115.7283' 459.70' MN S
2+40.12 6.219' LT 6124.0024' 5016.8807' 453.96' MN S
2+18.45 57.680' RT 6176.9718' 4975.9545' 449.61' H/T S
- - 6059.9357' 4795.5104' 455.20' MN S
3
2
5
4
SURVEY NOTES:
1. SURVEY CONTROL INFORMATION OBTAINED FROM AN ELECTRONIC DRAWING ENTITLED "EXISTING
CONDITIONS PLAN, HEMLOCK STREET, DOUGLAS, MA", DATED MAY 14, 2010 BY GUERRIERE & HALNON, INC,
1029 PROVIDENCE ROAD, WHITINSVILLE, MA 01588, PHONE: (508) 234-6834
2. POINT NO. 3 IS NOT SHOWN IN THE PLAN VIEW FOR CLARITY; POINT LOCATED ON HEMLOCK STREET 260±
NORTH OF CONSTRUCTION BASELINE STA 0+00.
TYPICAL SECTION
HIGHWAY GUARDRAIL
NOTE:
CONTRACTORS SHALL NOTIFY EACH
ABUTTER AT LEAST 24 HOURS IN ADVANCE
OF THE START OF ANY WORK THAT WILL
REQUIRE THE TEMPORARY CLOSURE OF
ACCESS, SUCH AS EXISTING PAVEMENT
EXCAVATION, TEMPORARY DRIVEWAY
PLACEMENT AND SIMILAR OPERATIONS
L
4
GENERAL PLAN, PROFILE & TYPICAL SECTION
4 0 4 8
SCALE IN FEET
04G
EN
P.D
WG
6-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
20 0 20 40
SCALE IN FEET
20 0 20
VERTICAL
40
HORIZONTAL
SCALE IN FEET
4 0 4 8
96
96
PROJECT
LOCATION
ALTERNATE ROUTE NOTES:
1. ALL WORK ON THIS PLAN SHALL BE PERFORMED PRIOR TO
BRIDGE CLOSURE.
2. CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION
SEQUENCING AND SCHEDULE PLAN TO THE TOWN OF
DOUGLAS AND SHALL OBTAIN WRITTEN APPROVAL PRIOR TO
COMMENCING ANY WORK.
3. SIGNS IN CONFLICT WITH ACTUAL ROADWAY CONDITIONS
SHALL NOT BE VISIBLE TO TRAFFIC. TEMPORARY SIGNS SHALL
BE COVERED OR REMOVED WHEN NOT IN USE.
ALTERNATE ROUTE (TRAILBLAZERS) PLAN
MASSACHUSETTS
RHODE ISLAND
MAINTENANCE AND PROTECTION PLAN
AT BRIDGE CLOSURE
NOTES:
1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS.
2. ALL SIGN LEGENDS, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD.
3. TEMPORARY CONSTRUCTION SIGNING, BARRICADES AND ALL OTHER NECESSARY WORK ZONE
TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY OR COVERED WHEN
NOT REQUIRED FOR CONTROL OF TRAFFIC
4. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY MUST PASS THE
CRITERIA SET FOURTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE
SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES".
5. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER.
6. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.
CONSTRUCTION SIGN SUMMARY
ID NO.
SIZE OF SIGN (IN)
TEXT
TEXT DIMENSIONS (IN)
NO. OF
SIGNS
REG'D
COLOR
SIGN
LOCATION
UNIT
AREA
(S.F.)
TOTAL
AREA
(S.F.)
WIDTH HEIGHT
LETTER
HEIGHT
VERTICAL
SPACING
ARROW
MARKER
BACK-
GROUND
LEGEND BORDER
G20-2 36 18
2009 MUTCD
AND MassDOT
STANDARDS
2
2009 MUTCD
AND MassDOT
STANDARDS
PROJECT
WIDE
4.50 9.00
M1-5 24 24 1 4.00 4.00
M3-1 24 12 4 2.00 8.00
M4-5 24 12 3 2.00 6.00
M4-8a 24 18 2 3.00 6.00
M4-8c 24 30 6 5.00 30.00
M4-8d 24 30 6 5.00 30.00
M6-1R 24 12 2 2.00 4.00
M6-1L 24 15 2 2.50 5.00
M6-2 24 15 1 2.50 2.50
M6-3 24 15 7 2.50 17.50
R11-2 48 30 2 10.00 20.00
R11-3b 60 30 2 12.50 25.00
W20-1 36 36 2 9.00 18.00
W20-1a 36 36 2 9.00 18.00
TOTAL203.00
6 IN.
6 IN.
6 IN.
4 IN.
4 IN.
4 IN.
N/A
6 IN.
6 IN.
6 IN.
4 IN.
4 IN.
4 IN.
N/A
ORANGE BLACK BLACK
ORANGE BLACK BLACK
05D
ET
R.D
WG
20-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
5
TEMPORARY TRAFFIC CONTROL PLAN
20 0 20 40
SCALE IN FEET
1000 0 1000 2000
SCALE IN FEET
2
1
4
" GRAVEL BORROW SUBBASE
COURSE MATERIAL.
EXIST PVMT SURFACE
EXIST ROADWAY PVMT
PVMT MILLING AT PAVEMENT MATCH DETAIL
NOT TO SCALE
MILL 1
3
4
" OF EXIST ASPHALT & OVERLAY W/ 1
3
4
"
HMA TOP COURSE MATERIAL IN (1) LAYER TO
THE LIMITS SHOWN ON THE GENERAL PLAN
MILL PVMT TO A NEAT LINE, SAW CUT,
MATCH GRADE AND SEAL JOINT WITH
RS-1 EMULSION AND SAND SWEEP JOINT
TACK COAT
PROP FULL DEPTH PVMT
LIMIT OF WORK
FULL DEPTH SAWCUT
FULL-DEPTH PAVEMENT MATCHING DETAIL
NOT TO SCALE
TACK COAT
1
1
(SEE GENERAL PLANS)
PVMT MILLING & RESURFACING
(SEE GENERAL PLANS)
PROP FULL DEPTH HMA
PVMT STRUCTURE
EXIST ROADWAY
PVMT DEPTH
INTEGRATED APPROACH ZONE SUBBASE DETAIL
NOT TO SCALE
14
1
2
"
BRIDGE
SUPERSTRUCTURE
14'-0"±
(2)-6" LAYERS OF GRAVEL BORROW (TYPE B)
WRAPPED W/GEOTEXTILE REINFORCEMENT (TYP)
PROP FULL DEPTH HMA
PVMT STRUCTURE
INTEGRATED APPROACH ZONE
MEET BRIDGE DECK
1
1
4" HOT MIX ASPHALT PAVEMENT PLACED IN TWO (2)
LAYERS: 1
1
2
" TOP COURSE MATERIAL OVER 2
1
2
" BINDER
COURSE MATERIAL.
FRONT VIEW
A
W
TOP VIEW
B
A
L
H
RIGHT SIDE VIEW
PIPE SIZE A
B (MAX)
H L W
12 IN 6.50 IN 10.00 IN 6.50 IN 25.00 IN 29.00 IN
PE THREADED ROD
W/WING NUTS AND
SPACERS
HDPE FLARED END DETAIL
NOT TO SCALE
12'
48"
48" SUMP
4'-0"
5"
8"
24" DIA.
NOTES:
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2. DESIGNED FOR H-20 LOADING.
3. VOLUME: 94 GALLONS/ VF
PLAN VIEW
SECTION VIEW
LEACHING BASIN DETAIL
NOT TO SCALE
DRAINAGE PIPE OUTLET DETAIL
NOT TO SCALE
1
2 MAX
A
A
SECTION A-A
COMPACTED SUBGRADE
18" STONE FOR PIPE ENDS
(MassDOT M2.02.3)
6" CRUSHED STONE LAYER
(MASSDOT M2.01.3)
1
2
GEOTEXTILE FABRIC
FINISH GRADE
1
2 MAX
RIP-RAP STONE REVETMENT
(SEE BRIDGE PLANS)
HDPE FLARED END
PR
OP
P
ER
M E
AS
ME
NT
4" LOAM & SEED
(DISTURBED AREAS)
12"
GEOTEXTILE FABRIC
(MIRAFI 140N OR AN APPROVED EQUAL)
12"
6" CRUSHED STONE LAYER
(MASSDOT M2.01.3)
F
L
O
W
SECTION A-A
MassDOT HOOK LOCK
BAR FRAME AND GRATE
ADJUST TO GRADE
12" OUTLET W/ FLEXIBLE
CONNECTOR
12"
12"
WASHED CRUSHED STONE
(MASSDOT M2.01.3)
FINISH GRADE
TREATMENT VARIES
(SEE PLANS)
HMA PAVEMENT
GEOTEXTILE FABRIC
(MIRAFI 140N OR AN
APPROVED EQUAL)
6"
06-07D
ET
L.D
WG
6-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
6
CONSTRUCTION DETAILS
SHEET 1 OF 2
SINGLE STRAND 9 GAUGE
WIRE OR
1
2
" STRAPPING
WOOD FRAMING 2"X2"
TO 2"X6"
INDIVIDUAL TREE PROTECTION
NOT TO SCALE
6'-0"
4" (MAX)
F
I
L
T
E
R
T
U
B
E
S
P
A
C
I
N
G
(
S
E
E
T
A
B
L
E
)
COMPOST FILTER TUBE DETAIL
NOT TO SCALE
PERSPECTIVE VIEW
SECTION VIEW
TOP OF SLOPE
BOTTOM OF SLOPE
COMPOST FILTER TUBES
SLOPE
(HORZ:VERT)
FILTER TUBE SPACING
TUBE DIAMETER (IN)
STEEPER THAN 2:1 25' 18
2:1 TO 3:1 50' 18
4:1 TO 10:1 100' 12
10:1 TO 50:1 125' 12
FLATTER THAN 50:1 250' 8
FILTER TUBE
SLOPE
2"x2"x36" WOOD STAKE
48" SPACING (MAX.)
12"
IMBEDDED
4" MAX.
5'-0" ABOVE
BOTTOM OF SLOPE
5'-0" (MAX.) BELOW
TOP OF SLOPE
F
I
L
T
E
R
T
U
B
E
S
P
A
C
I
N
G
(
S
E
E
T
A
B
L
E
)
5'-0" FROM
BOTTOM OF SLOPE
(MIN.) OR ALONG
LIMIT OF WORK
30°
2'-0" MIN
TURN END OF RUNS UP SLOPE TO
COLLECT SEDIMENT
WATER LEVEL
EXIST GRADE
WOOD
STAKE/POSTS
(TYP)
M
A
X
. S
P
A
C
IN
G
=
6
'
STAKED SILT FENCE TURBIDITY BARRIER
NOT TO SCALE
PERSPECTIVE VIEW
SECTION A-A
ELEVATION VIEW
D
IR
E
C
T
IO
N
O
F
F
L
O
W
WOOD
STAKE/POSTS
(TYP)
BOTTOM OF
EXIST GRADE
WATER LEVEL
WOOD
STAKE/POSTS
TIED TIGHTLY
HEAVY DUTY
STAPLE, WIRE OR
NYLON TIES
BARRIER
FABRIC
2" (MAX.)
12" (MIN.)
24" (MIN.)
36" (MIN.)
A A
HEAVY DUTY
STAPLE, WIRE OR
NYLON TIES
IMPOUNDED AREA
16 MIL LAMINATED
VINYL/POLYESTER
BARRIER FABRIC
8" (MIN.)
EMBEDMENT
BOTTOM OF
BARRIER
FABRIC
16 MIL LAMINATED
VINYL/POLYESTER
BARRIER FABRIC
END OF BARRIER
FABRIC SECTIONS
HEAT SEALED HEM
ALONG TOP EDGE
HEAT SEALED HEM
ALONG TOP EDGE
NOTE:
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
INSTALL TREE PROTECTION AT LOCATIONS
DETERMINED IN THE FIELD BY THE ENGINEER.
12"
6" MIN.
PIPE O.D.
PLUS 12"
DEPTH OF COVER
BOTTOM OF EXCAVATION
FINISH GRADE
6" DETECTABLE MAGNETIC
WARNING TAPE
HMA PAVEMENT
STRUCTURE
SPRING LINE OF PIPE
EXCAVATION LIMIT (TYP.)
COMPACTED CRUSHED
STONE TO PIPE SPRING
COMPACTED SUBGRADE
DRAINAGE PIPE TRENCH DETAIL
NOT TO SCALE
BACKFILL MATERIAL
FLEXIBLE PIPE CONNECTOR DETAIL
NOT TO SCALE
STAINLESS STEEL
BAND
FLEXIBLE CONNECTOR
(KOR-N-SEAL OR APPROVED
EQUAL)
PIPE
STAINLESS STEEL
PIPE CLAMP
STRUCTURE WALL
06-07D
ET
L.D
WG
6-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
7
CONSTRUCTION DETAILS
SHEET 2 OF 2
“ ”⅜
18-19X
SE
C.D
WG
6-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
18
CROSS SECTIONS
STA. 1+50 TO STA. 2+25
4 0 4 8
SCALE IN FEET
18-19X
SE
C.D
WG
6-Jun-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MASS.
PROJECT FILE NO.
HEMLOCK STREET
DOUGLAS
19NFA
N/A
19
CROSS SECTIONS
STA. 2+26 STA. TO 3+25
4 0 4 8
SCALE IN FEET