ReMarkable Texts Loring Holden Brown University April 20, 2004.
TOWN OF KINGSTON, MASSACHUSETTS ROUTE 3 LORING ST
Transcript of TOWN OF KINGSTON, MASSACHUSETTS ROUTE 3 LORING ST
LANDING ROAD BRIDGE REPAIRS
(BRIDGE NO. K-01-008 (425))
OVER STONY BROOK
AUGUST 18, 2020
TOWN OF KINGSTON,
MASSACHUSETTS
KINGSTON HIGHWAY
DEPARTMENT
SHEET NO.
DESCRIPTION
LOCATION PLAN
SCALE: 1"=500'
SHEET INDEX
1
TITLE SHEET AND INDEX
GENERAL NOTES & LEGEND (C-1)
EXISTING CONDITIONS PLAN (C-2)
ROADWAY CONSTRUCTION PLAN (C-3)
CONSTRUCTION DETAILS (C-4 & C-5)
2
3
4
5, 6
PROJECT LOCATION
7
TEMPORARY TRAFFIC CONTROL PLAN (C-6)
N
100 Foxborough Boulevard,
508.698.3034
www.westonandsampson.com
800.SAMPSON
Suite 250, Foxborough, MA 02035
Weston & Sampson Engineers, Inc.
STRUCTURAL SHEETS (S-1 TO S-3)
8-10
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1. TOPOGRAPHICAL INFORMATION BASED ON AN ON THE GROUND SURVEY PERFORMED BY WESTON &
SAMPSON, PE, LS, LA, PC IN AUGUST 2017. CONTOURS AND ELEVATIONS SHOWN ON NAVD88 VERTICAL DATUM
BASED ON GPS OBSERVATIONS. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATIONS TAKEN
AT THE TIME OF THE FIELD SURVEY. MAPPING PREPARED ON NAD83 STATE PLANE COORDINATE
SYSTEM-MASSACHUSETTS MAIN LAND ZONE.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND
HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL DIG TEST PITS WITH THE LOCATIONS BEING APPROVED BY THE ENGINEER PRIOR TO
COMMENCEMENT OF WORK TO EXACTLY LOCATE EXISTING UTILIITES.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION
AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND
THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.
4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS,
ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY OWNER. ANY ALTERATIONS SHALL
BE INCIDENTAL TO THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL
UTILITIES TO REMAIN IN PLACE AND SHALL DESCRIBE IN WRITING, TO THE SATISFACTION OF THE ENGINEER,
HIS METHOD OF TEMPORARY SUPPORT.
5. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE
RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
6. THE TERM "PROPOSED (PROP)" INDICATES WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE
APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET (R&R)".
7. ALL EXISTING STATE, COUNTY AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN
ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATION ARE NOT GUARANTEED.
8. ALL EXCESS MATERIAL FROM ROADWAY RECONSTRUCTION OR THE EXCAVATION PROCESS SHALL BE REUSED
ON SITE OR REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL AND PROPER MANNER.
9. THE CONTRACTOR SHALL CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, AND HOLIDAYS
EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE PROJECT REFERENCE
NUMBER(S) SHALL BE GIVEN TO THE TOWN PRIOR TO EXCAVATION.
10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HIRE A PROFESSIONAL LAND SURVEYOR REGISTERED IN
THE COMMONWEALTH OF MASSACHUSETTS FOR ALL LAYOUT WORK INCLUDING BASELINE LAYOUT. LAYOUT
SHALL INCLUDE ALL PROPOSED WORK AS SHOWN IN THE CONTRACT DOCUMENTS, OR AS REQUIRED BY THE
ENGINEER OR TOWN. ONCE LAID OUT, ALL PROPOSED WORK SHALL BE DEEMED ACCEPTABLE BY THE
ENGINEER OR TOWN PRIOR TO ANY COMMENCEMENT OF WORK. ANY AND ALL WORK RELATED TO THE
CONSTRUCTION LAYOUT SHALL BE INCIDENTAL TO THE PROJECT. RESETTING OF LAYOUT INFORMATION
INCLUDING HORIZONTAL AND VERTICAL CONTROL DUE TO CONSTRUCTION OPERATION SHALL BE INCIDENTAL
TO THE PROJECT.
11. JOINTS BETWEEN HOT MIX ASPHALT TRENCH PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED
WITH BITUMEN AND BACKSANDED.
12. IF DEEMED NECESSARY DUE TO THE WORK, THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF
KINGSTON HIGHWAY DEPARTMENT, FIRE DEPARTMENTS, AND THE ENGINEERS FOR APPROVAL OF SHUTTING
DOWN ANY EXISTING WATER MAINS AND SHALL ALSO OBTAIN APPROVAL FOR DISRUPTING ANY EXISTING
SEWER FLOWS.
13. THE CONTRACTOR SHALL BE AWARE THAT ONLY TOWN PERSONNEL ARE ALLOWED TO OPERATE WATER
GATES AND HYDRANTS. ANY REQUESTS TO OPERATE THE GATES SHALL BE COORDINATED THROUGH THE
ENGINEER.
14. THE CONTRACTOR SHALL COORDINATE ANY WORK FOR THE PROJECT WITH ALL ADJACENT/CONCURRENT
PROJECTS AND CONTRACTORS.
15. THE CONTRACTOR SHALL INSTALL PRIOR TO COMMENCEMENT OF WORK, MAINTAIN, AND REMOVE AT THE END
OF THE PROJECT INLET SEDIMENT CONTROL BAGS IN ALL CATCH BASINS, WITHIN OR ADJACENT TO THE
PROJECT LIMITS. THE CONTRACTOR SHALL ALSO MAINTAIN COMPOST FILTER TUBES AS SHOWN ON THE
PLANS THROUGHOUT THE DURATION OF THE PROJECT AND REMOVE AT THE END.
16. ANY GRASS AREAS DISTURBED BY THE WORK SHALL BE RESTORED WITH LOAM AND SEED.
17. ANY LANDSCAPED AREAS DISTURBED BY THE WORK SHALL BE RESTORED TO EXISTING CONDITIONS WITH
EXISTING OR NEW GROUND COVER MATERIALS AS DIRECTED BY THE ENGINEER. ANY PLANTS, SHRUBS, OR
FLOWERS DISTURBED BY THE WORK SHALL BE RESET TO EXISTING CONDITIONS OR REPLACED WITH NEW
PLANTS, SHRUBS, OR FLOWERS AS DIRECTED BY THE ENGINEER. ALL WORK TO RESTORE LANDSCAPE AREAS,
NEW GROUND COVER MATERIALS, NEW PLANTS, NEW SHRUBS, OR NEW FLOWERS REQUIRED BY THE
ENGINEER SHALL BE INCIDENTAL TO THE PROJECT.
18. CONTRACTOR TO COORDINATE WITH UTILITY POLE OWNERS IN AREAS WHERE UNDERGROUND UTILITY WORK
IS WITHIN CLOSE PROXIMITY AND POSSIBLE UTILITY POLE SHORING IS REQUIRED WHILE INSTALLING
PROPOSED UTILITIES.
19. RAISE AND ADJUST FRAMES AND GRATES, FRAMES AND COVERS AND GATE BOXES PRIOR TO PAVEMENT
OVERLAY.
20. HORIZONTAL DATUM IS NORTH AMERICAN DATUM (NAD) 1983 AND VERTICAL DATUM IS NORTH AMERICAN
VERTICAL DATUM (NAVD) 1988.
GENERAL NOTES
GENERAL SYMBOLS
LP LIGHT POLE
C.I.T. CHANGE IN TYPE
F&G FRAME AND GRATE
F&C FRAME AND COVER
FE FLARED END
CIP CAST IRON PIPE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
DI DUCTILE IRON PIPE
ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE
WG WATER GATE
HYD HYDRANT
INV. INVERT ELEVATION
PVC POLYVINYL CHLORIDE
UP UTILITY POLE
CB CATCH BASIN
MH MANHOLE
DMH DRAIN MANHOLE
HDPE HIGH DENSITY POLYETHYLENE
CBCI CATCH BASIN CURB INLET
RIM RIM ELEVATION
INV INVERT
GI GUTTER INLET
SMH SEWER MANHOLE
S SLOPE
STL STEEL
ABAN. ABANDON
ADJ. ADJUST
B BASELINE
BC HOT MIX ASPHALT CURB
B.M. BENCHMARK
CC CONCRETE CURB
CEM. CONC. CEMENT CONCRETE
C.J. CONSTRUCTION JOINT
CONST. CONSTRUCTION
CONT. CONTINUED
CTE CONNECT TO EXISTING
EXIST. OR EX. EXISTING
FL (OR F) FLOW LINE
FOUND. FOUNDATION
GRAN. CURB OR GC GRANITE CURB
HMA HOT MIX ASPHALT
MB MAIL BOX
MLW MEAN LOW WATER
MHW MEAN HIGH WATER
N/F NOW OR FORMERLY
N.T.S. NOT TO SCALE
P PROPERTY LINE
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
PROP. PROPOSED
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
RC REINFORCED CONCRETE
REHAB. REHABILITATION
REINF. REINFORCEMENT
REM. REMOVE
REMOD. REMODEL
RET. RETAIN
RET. WALL RETAINING WALL
ROE RIGHT OF ENTRY
R.O.W. RIGHT-OF-WAY
RR RAILROAD
R&R REMOVE AND RESET
R&D REMOVE AND DISCARD
R&S REMOVE AND STACK
SB STONE BOUND
SCB SPECIAL CATCH BASIN
SGC SLOPED GRANITE CURB
SPEC. SPECIFICATIONS
SW SIDEWALK
TF TOP OF FRAME
TOB TOP OF BANK
TYP. OR (TYP.) TYPICAL
TEMP. TEMPORARY
W/ WITH
WRF WOOD RAIL FENCE
L
ABBREVIATIONS
UTILITIES
L
L
GENERAL
MASSDOT STANDARD SPECIFICATION
REFERENCE NUMBER
EASEMENT LINE/ FUTURE CITY PROPERTY LINE
PC
N00°
+57.59
12
00'00"E
NAME
LABEL / DATE
HH
M#.#.#
CLF
OR
OHW OHW
S
E
W
C
TELEPHONE/COMMUNICATIONS/FIRE ALARM
ELECTRIC DUCT
SEWER MAIN
DRAIN PIPE
LIGHTPOLE
WELL
HYDRANT
WATER GATE VALVE
GAS GATE
DRAINAGE MANHOLE
SEWER MANHOLE
TELEPHONE MANHOLE
ELECTRIC MANHOLE
HANDHOLE (NUMBER AS NOTED)
EDGE OF ROAD
CURB (OR BERM)-TYPE NOTED
CATCH BASIN CURB INLET
CATCH BASIN
GAS MAIN
WATER MAIN
OVERHEAD WIRES
GUARD RAIL (SIZE AND TYPE NOTED)
HIGHWAY / PROPERTY BOUND (TYPE NOTED)
CITY OR TOWN OR COUNTY LAYOUT LINE
CITY,TOWN OR COUNTY BOUNDARY
BASE OR SURVEY LINE
CENTERLINE OF CONSTRUCTION
PROPERTY LINE
WHEELCHAIR RAMP (WCR)
TREE (SIZE AND TYPE NOTED)
FENCE (SIZE AND TYPE NOTED)
TEST PIT
MONITORING WELL
UTILITY POLE/OVERHEAD WIRES
FLAG POLE
SIGN
TREE LINE
SAWCUT
OTHER MANHOLE
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LM
WLM
WA
KP
LF
K
PAVEMENT MARKINGS SYMBOLS
EXISTING PROPOSED DESCRIPTION
STOP LINE - 12" WHITE LINE
DOUBLE YELLOW LINE - 6"
DBYL
SL
S
M
-
B
1
T
O
B
-
B
1
T
O
B
-
B
2
T
O
B
-
B
3
T
O
B
-
B
4
T
O
B
-
B
5
T
O
B
-
B
6
T
O
B
-
B
7
T
O
B
-
B
8
S
M
-
B
2
S
M
-
B
3
S
M
-
B
4
S
M
-
B
5
T
O
B
-
A
1
T
O
B
-
A
2
T
O
B
-
A
3
T
O
B
-
A
4
S
M
-
A
1
S
M
-
A
2
S
M
-
A
3
S
M
-
A
4
S
M
-
A
5
T
O
B
-
A
9
T
O
B
-
A
8
T
O
B
-
A
7
T
O
B
-
A
6
100' RIVERFRONT AREA
30' NO DISTURB ZONE
40' NO DISTURB ZONE
50' NO DISTURB ZONE
30' NO DISTURB ZONE
40' NO DISTURB ZONE
50' NO DISTURB ZONE
100' WETLAND
BUFFER
100' WETLAND
BUFFER
100'-0"
1
0
0
'-0
"
1
0
0
'-
0
"
1
0
0
'
-
0
"
1
0
0
'-
0
"
1
0
0
'-0
"
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
SALT MARSH
SALT MARSH
M
H
W
=
4
.
3
M
H
W
=
4
.
3
M
H
W
=
4
.
3
M
H
W
=
4
.
3
MHW = 4.3
M
H
W
=
4
.
3
M
HW
=
4.3
LANDING ROAD
S
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B
R
O
O
K
ST
ON
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MD
MK
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SCALE: 1" = 10'
0 20 30 40
NOTES:
1. MEAN HIGH WATER (MHW) ELEVATION IS ELEVATION 4.3 AND MEAN LOW WATER (MLW)
ELEVATION IS ELEVATION -5.5. MHW ELEVATION IS AS SHOWN ON THE PLANS. MLW IS
LOWER THAN EXTENT OF THE SURVEY AND IS NOT SHOWN.
2. THE 100 FOOT RIVERFRONT AREA IS AS SHOWN ON THE PLANS. THE 200 FOOT
RIVERFRONT AREA LINE IS NOT VISIBLE IN THE PLAN EXTENT. THE ENTIRE WORK
AREA IS WITHIN THE 200 FOOT RIVERFRONT AREA.
S
M
-
B
1
T
O
B
-
B
1
T
O
B
-
B
2
T
O
B
-
B
3
T
O
B
-
B
4
T
O
B
-
B
5
T
O
B
-
B
6
T
O
B
-
B
7
T
O
B
-
B
8
S
M
-
B
2
S
M
-
B
3
S
M
-
B
4
S
M
-
B
5
T
O
B
-
A
1
T
O
B
-
A
2
T
O
B
-
A
3
T
O
B
-
A
4
S
M
-
A
1
S
M
-
A
2
S
M
-
A
3
S
M
-
A
4
S
M
-
A
5
T
O
B
-
A
9
T
O
B
-
A
8
T
O
B
-
A
7
T
O
B
-
A
6
100' RIVERFRONT AREA
100' RIVERFRONT AREA
1
0
0
'-
0
"
1
0
0
'
-
0
"
1
0
0
'-
0
"
1
0
0
'-0
"
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
SALT MARSH
SALT MARSH
M
H
W
=
4
.
3
M
H
W
=
4
.
3
M
H
W
=
4
.
3
M
H
W
=
4
.
3
MHW = 4.3
M
H
W
=
4
.
3
M
H
W
=
4.3
1112 13
1410+00
14+50
RET UP
END FULL DEPTH
CONSTRUCTION
BEGIN PAVEMENT MILLING
LIMIT OF WORK
END PAVEMENT MILLING
MEET EXIST
END PAVEMENT MILLING
BEGIN FULL DEPTH
CONSTRUCTION
LIMIT OF WORK
BEGIN PAVEMENT MILLING
MEET EXIST
LANDING ROAD
PROP. PAVEMENT
MILLING
16
.0
'1
5.8
'
4.3
'4
.3
'
R&R CURB
(TYP.)
LIMIT OF SIDEWALK
MEET EXIST
LIMIT OF SIDEWALK
MEET EXIST
LIMIT OF SIDEWALK
LIMIT OF SIDEWALK
MEET EXIST
R&R CURB
MEET EXIST
R&R CURB
MEET EXIST
R&R CURB
MEET EXIST
R&R CURB
MEET EXIST
PROP. PAVEMENT
MILLING
ADJ
SA
WC
UT
SA
WC
UT
1112 13
14
1112 13
1410+00
14+50
PROP. HMA
SIDEWALK (TYP.)
N67°05'33"E
450.00'
PROJECT BEGIN
STA 10+00
N2825172.2959
E867374.3331
PROJECT END
STA 14+50
N2825347.4554
E867788.8452
SEE BRIDGE
PLANS
R&R
EX. SIGNS
COMPOST FILTER
TUBES (TYP)
PROP. W BEAM
GUARDRAIL (TYP)
DBYL
APPROX. LIMIT OF APPROACH SLAB
(SEE STRUCTURAL PLANS FOR
SECTION BETWEEN APPROACH
EXTENTS)
END FULL DEPTH
CONSTRUCTION
BEGIN FULL DEPTH
CONSTRUCTION
TEMPORARY
COFFERDAM STAGE 1
TEMPORARY
COFFERDAM STAGE 2
S
M
-
B
1
T
O
B
-
B
1
T
O
B
-
B
2
T
O
B
-
B
3
T
O
B
-
B
4
T
O
B
-
B
5
T
O
B
-
B
6
T
O
B
-
B
7
T
O
B
-
B
8
S
M
-
B
2
S
M
-
B
3
S
M
-
B
4
S
M
-
B
5
T
O
B
-
A
1
T
O
B
-
A
2
T
O
B
-
A
3
T
O
B
-
A
4
S
M
-
A
1
S
M
-
A
2
S
M
-
A
3
S
M
-
A
4
S
M
-
A
5
T
O
B
-
A
9
T
O
B
-
A
8
T
O
B
-
A
7
T
O
B
-
A
6
100' RIVERFRONT AREA
100' RIVERFRONT AREA
1
0
0
'-
0
"
1
0
0
'
-
0
"
1
0
0
'-0
"
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
SALT MARSH
SALT MARSH
M
H
W
=
4
.
3
M
H
W
=
4
.
3
M
H
W
=
4
.
3
M
H
W
=
4
.
3
MHW = 4.3
M
H
W
=
4
.
3
M
H
W
=
4.3
1112 13
1410+00
14+50
LANDING ROAD
1112 13
14
1112 13
1410+00
14+50
X
9.29
X
9.27
X
9.56
X
9.64
X
9.71
X
9.73
X
9.54
X
9.71
X
9.78
X
9.86
X
9.72
X
9.69
X
9.54
X
9.43
X
9.29
X
9.30
N67°05'33"E
450.00'
PROJECT BEGIN
STA 10+00
N2825172.2959
E867374.3331
PROJECT END
STA 14+50
N2825347.4554
E867788.8452
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20
SCALE: 1" = 20'
0 50 100GRADING PLAN
HIGHWAY GUARD DETAILS
STA 11+60 RT (TRAILING ANCHORAGE)
STA 11+60 TO 12+01 RT
STA 12+29 TO 12+55 RT
STA 12+55 RT (TRAILING ANCHORAGE)
STA 11+75 LT (MEET EXIST)
STA 11+75 TO 12+00 LT
STA 12+28 TO 12+56 LT
STA 12+56 LT (TRAILING ANCHORAGE)
1 1/2" SUPERPAVE SURFACE COURSE -12.5 (SSC - 12.5)
1 1/2" SUPERPAVE SURFACE COURSE -12.5 (SSC - 12.5) OVER
ASPHALT EMULSION FOR TACK COAT OVERLAY
2 1/2" SUPERPAVE INTERMEDIATE COURSE -19.0 (SIC - 19.0) OVER
4" DENSE GRADED CRUSHED STONE OVER
8" GRAVEL BORROW, TYPE B
PAVEMENT NOTES
PROPOSED PAVEMENT MILLING AND OVERLAY:
PROPOSED FULL DEPTH RECONSTRUCTION:
TACK COAT SHALL BE APPLIED AT RATE OF 0.07 GALLON
PER YARD OVER MILLED SURFACES AND 0.05 GALLON
PER SQUARE YARD OVER SMOOTH PAVED SURFACES.
1 1/2" SUPERPAVE SURFACE COURSE -12.5 (SSC - 12.5) OVER
2" SUPERPAVE INTERMEDIATE COURSE -19.0 (SIC - 19.0) OVER
8" GRAVEL BORROW, TYPE B
HOT MIX ASPHALT WALK:
(LONGITUDINAL SECTION)
PROPOSED PAVEMENT TRANSITION
PAVEMENT
MEET EXISTING
DEPTH CONSTRUCTION
VARIES - 25' MIN. PROP FULL
SEE CONST. PLAN
MILL
EXISTING
PAVEMENT
PR
OP
.
PA
VE
ME
NT
1 1/2"
TYPICAL HIGHWAY GUARD INSTALLATION AT SIDEWALK
N.T.S.
2
:
1
VARIES
APPROX
ROW
GRANITE CURB TYPE VA-4
GUARDRAIL
6" REVEAL
5'-3"
SIDEWALK
2'
1.5% *
6" GRAVEL
* TOLERANCE FOR CONSTRUCTION ±0.5%
PAVEMENT
MILLING MULCH
2
:
1
2'
GUARDRAIL
2'
PAVEMENT
MILLING MULCH
GRAVEL BORROW, TYPE B
APPROX EXIST GROUND
APPROX EXIST
GROUND
SAWCUT EDGEEXISTING
ROADWAY
1
1
2
" SUPERPAVE SURFACE COURSE
(SSC-12.5)
VARIES
EDGE OF PAVEMENT
HIGHWAY GUARD INSTALLATION DETAIL
N.T.S.
N.T.S.
TYPICAL SECTION - LANDING ROAD
AT BRIDGE APPROACH
NOT TO SCALE
FULL DEPTH CONSTRUCTION
2.0% (TYP)
E.O.P. (TYP)
SEE PAVEMENT
NOTES
GRAN. CURB (TYP)
CEM. CONC. (TYP)
CONSTRUCTION CROWN LINE
15' & VARIES
TRAVEL LANE
2.0% (TYP)
APPROX.
R.O.W.
2
:
1
APPROX
ROW
GUARDRAIL
VARIES
SIDEWALK
2'
1.5% *
PAVEMENT
MILLING MULCH
APPROX EXIST GROUND
SUITABLE EXCAVATED MATERIAL
OR GRAVEL BORROW
4
:1
GUARDRAIL
1.5% *
15' & VARIES
TRAVEL LANE
VARIES
SIDEWALK
2'
CURB INSTALLATION IN FULL DEPTH PAVEMENT
* CEMENT CONCRETE SHALL BE INCLUDED
IN BID PRICE FOR GRANITE CURB.
SA
WC
UT
GRAVEL BASE
COURSE, TYPE B
PROP. WALK (SEE PLANS)
PROP. GRAN. CURB
REVEAL VARIES (SEE PLANS)
12"
N.T.S.
6"
MIN.
* CEMENT CONCRETE
6"
CUT LINE
BOTTOM SEDIMENT
ANCHOR DEVICE
NYLON ROPE
WATER LEVEL
FLOTATION DEVICE
BUOY
SILT CURTAIN
WATER LEVEL
BOTTOM SEDIMENT
CONNECTOR
SILT CURTAIN
FLOTATION DEVICE
SIDE VIEW
TOP LOAD LINE
(OPTIONAL)
TOP LOAD LINE
(OPTIONAL)
3'-4"
3'-4"
5'-6' (T
YP
)
CONNECTION
GROMMETS
BALLAST LINE
(GALVANIZED CHAIN)
BALLAST LINE
(GALVANIZED CHAIN)
ANCHOR BUOY
GALVANIZED CHAIN
SILT CURTAIN DETAIL
N.T.S.
2'
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COMPOST FILTER TUBE
MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE
HEIGHT OF 9.5 INCHES.
TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR
APPROVED BIODEGRADABLE MATERIAL, HOWEVER
PHOTO-BIODEGRADABE FABRIC SHALL BE REMOVED AT END
OF CONTRACT.
TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH
SOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBES
INTO EXISTING GRADE.
UNDISTURBED SOIL & VEGETATION.
TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF SOIL
DISTURBANCE AS POSSIBLE.
DIRECTION OF FLOW
DIRECTION OF FLOW
LIMIT OF WORK
COMPOST TUBES SHALL BE STAKED OR LEANED AGAINST
SUPPORTS (TREES, CINDER BLOCKS) ON SLOPES 2:1 OR
GREATER.
WHERE NECESSARY, STAKING SHALL BE MIN. 1 INCH X 1 INCH
X 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART
OR AS REQUIRED TO SECURE TUBES IN PLACE. TUBES SHALL
BE STAKED ACCORDING TO MANUFACTURER'S
SPECIFICATIONS.
AR
EA
O
F
DIS
TU
RB
AN
CE
PR
OT
EC
TE
D A
RE
A
GENERAL NOTES:
1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET IN LENGTH WITH A SLOPE
RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRE LARGER TUBE DIAMETER OR
ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. REFER TO MANUFACTURER'S
RECOMMENDATIONS FOR SITUATIONS WITH LONGER OR STEEPER SLOPES.
2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW.
3. TUBE LOCATION MAY BE SHIFTED TO ADJUST TO LANDSCAPE FEATURES, BUT SHALL PROTECT UNDISTURBED
AREA AND VEGETATION TO MAXIMUM EXTENT POSSIBLE.
4. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS.
5. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.
6. ADDITIONAL STAKING SHALL BE USED AT THE DIRECTION OF THE ENGINEER.
PLAN VIEW
CURVE ENDS UPHILL
TO PREVENT
DIVERSION OF
UNFILTERED
RUN-OFF.
TUBES CAN BE
PLACED DIRECTLY
ON EXISTING
PAVEMENT WHEN
NECESSARY.
TUBES MAY BE
PLACED ON THE
UPHILL SIDE OF
WELL- ANCHORED,
STATIONARY
FEATURES SUCH AS
EXISTING TREES IN
LIEU OF STAKING.
EXISTING
TREE
EXISTING HEADWALL OR
OTHER OBSTACLE
STREAM
3.0 FT. MIN.
TUBES MAY BE
SLEEVED (ONE
INSERTED INTO
ANOTHER) OR PROVIDE
A 3 FT. MINIMUM
OVERLAP AT ENDS OF
TUBES TO JOIN IN A
CONTINUOUS BARRIER.
UNTREATED HARDWOOD
STAKES (TYP.)
N.T.S.
SINGLE COMPOST FILTER TUBE DETAIL
NOTES:
1. EROSION CONTROL MEASURES SHALL BE INCORPORATED IN THE SEQUENCE OF CONSTRUCTION
TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE.
2. AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA.
3. IN GENERAL, WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS, FILLS, DRAINAGE,
SWALES AND DITCHES, ROUGH AND FINISH GRADING, AND STOCKPILING OF EARTH.
4. DO NOT DISTURB VEGETATION AND TOPSOIL BEYOND THE PROPOSED LIMIT OF COMPOST FILTER
TUBES.
5. TEMPORARY SILT CONTROLS SHALL BE PLACED AS SHOWN ON THE PLAN. PERMANENTLY
STABILIZE EACH COMPLETED SEGMENT OF CONSTRUCTION.
6. THE CONTRACTOR SHALL REMOVE TEMPORARY SILT CONTROLS AND ALL ACCUMULATED SILT AND
DEBRIS AFTER COMPLETION OF CONSTRUCTION OPERATIONS.
7. SILT CONTROLS SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION.
8. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL SILT AND DEBRIS FROM EACH
DRAINAGE STRUCTURE UPON COMPLETION OF THE PROJECT.
9. OBJECTS AND/OR AREAS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO
THEIR ORIGINAL CONDITION.
10. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING GRADE. INSPECTION SHALL BE
FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE AS NEEDED.
11. SILT CONTROLS SHALL BE REMOVED UPON THE SATISFACTORY COMPLETION OF ALL WORK SO AS
NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
12. COMPOST MULCH FILTER TUBES SHALL BE INSTALLED AS SHOWN ON SHEET C-3 AND SHALL BE
MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AT NO ADDITIONAL COST TO THE
OWNER.
13. TREES SHALL BE PROTECTED AS REQUIRED BY THE RESIDENT ENGINEER.
NOT TO SCALE
EXISTING TREE PROTECTION
EXISTING TREE
(MULTIPLE TREES)
PRUNE PER ISA STANDARDS
REMOVE DEAD WOOD &
DAMAGED BRANCHES TIE UP
BRANCHES IF RISK OF DAMAGE
FROM CONSTRUCTION
EQUIPMENT
PLAN VIEW
LOCATION OF FENCE
FOR MULTIPLE TREES
AREAS OF UNDISTURBED
ROOT ZONE (MULTIPLE
TREES)
LOCATION OF FENCE FOR
INDIVIDUAL TREE
LIMIT OF CANOPY (VARIES)
AREA OF UNDISTURBED ROOT ZONE (INDIVIDUAL
TREE)
EXISTING TREE
EXISTING TREE
FENCE
PROTECTION
CONSTRUCTION
IMPACT AREA
LIMIT OF
CONST
AREA
WOOD OR METAL
POSTS (TYP)
PROTECTED ROOT ZONE
(DISTANCE VARIES)
WOOD OR METAL
POSTS (TYP)
INSTALL PROTECTIVE
FENCE AT DRIPLINE
(WHEN POSSIBLE), OR
LIMIT OF CUT/FILL.
MINIMUM DISTANCE FOR
FENCE SHALL BE 6 FT
FROM TREE. FENCE MAY
BE PLASTIC SNOW FENCE
OR CHAIN LINK (4' HEIGHT)
6' MIN.
EXIST ROOT SYSTEM
LIMIT OF CONSTRUCTION
IMPACT (SEE PLANS)
PROTECTED ROOT ZONE
(DISTANCE VARIES)
NO EQUP STORAGE OR STOCKPILING OF
MATERIALS
ZONE OF CONSTRUCTION
IMPACT (CUT/FILL)
PRUNE ANY ROOTS
EXPOSED AND/OR
DAMAGED BY EXCAVATION
WITH A SHARP SAW
LIM
IT
O
F
DR
IP
LIN
E
EXIST GRADE
LIMIT OF PROTECTIVE FENCE
(MULTIPLE TREES)
LIMIT OF PROTECTIVE FENCE
(INDIVIDUAL TREES)
2" x 4" DIM. LUMBER
ATTACHED WITH METAL
STRAPPING (OPT) AT
TWO LOCATIONS (MIN.).
DO NOT DAMAGE BARK.
PROVIDE 6" SPACING OF
BOARDS AND CUT TO FIT.
EXISTING TREE
FOAM
1" REBAR FOR BAG
REMOVAL FROM INLET
(PROVIDE REBAR)
DUMP LOOPS
(PROVIDE REBAR)
OPTIONAL OVERFLOW
EXPANSION
RESTRAINT
SIDE VIEW INSTALLED
APPROVED CATCH
BASIN FILTER
CURB
OPENING
ALL EXISTING CATCH BASINS WITHIN THE LIMIT OF
WORK SHALL HAVE INLET CONTROL PRIOR TO THE
START OF CONSTRUCTION.
NOTE:
INLET SEDIMENT CONTROL
N.T.S.
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TYPE III BARRICADE
WORK AREA ENCLOSED
BY PROPOSED
CONSTRUCTION
FENCING
SHOULDER/LANE CLOSED
EXIST. SIDEWALK
TYPE I
EXISTING EDGE OF PAVEMENT
WORK AREA
R9-9
MOUNT ON TYPE III
BARRICADE
R9-9
SIDEWALK
CLOSED
SIDEWALK
CLOSED
EXIST. SIDEWALK
TEMP. DBYL
BARRICADE TYPE III
LEGEND
PORTABLE BREAKAWAY
NORMAL TRAFFIC FLOW
TRAFFIC FLOW DURING CONSTRUCTION
REFLECTORIZED DRUM
POLICE/FLAGGER DETAIL
P/F
CONSTRUCTION SIGN
WORK AREA
REFLECTORIZED CHANNELIZING DEVICE
NOT TO SCALE
NOTES:
ARROW BOARD
PLACEMENT OF ALL CONSTRUCTION SIGNS, DRUMS, BARRICADES, TRAFFIC DEVICES
AND THE SHAPE, SIZE & COLOR OF ALL TEMPORARY TRAFFIC SIGNS SHALL
CONFORM WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AND AMENDMENTS.
ADVANCE WARNING SIGN PLACEMENT AND TAPER LENGTH SHALL BE ADJUSTED
ACCORDING TO STREET CONDITIONS AND DRIVEWAY OPENINGS.
ALL DRUMS SHALL BE APPROXIMATELY PLACED AND RELOCATED AS NECESSARY TO
MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES.
THE CONTRACTOR 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
PAVEMENT PLACEMENT AND SIMILAR OPERATIONS.
NONESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED
DURING NON-WORKING HOURS.
PEDESTRIANS SHALL BE PROVIDED WITH ACCESS AND SAFE PASSAGE THROUGH
THE TEMPORARY TRAFFIC CONTROL ZONE AT ALL TIMES.
ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPLICABLE AND AS DIRECTED
BY THE ENGINEER.
R2-10a SIGN TO BE ERECTED BETWEEN W20-1 AND W20-4 SIGN.
MAINTAIN ONE LANE (MIN. 11' WIDTH) AT ALL TIMES DURING CONSTRUCTION.
1.
2.
3.
4.
5.
7.
6.
9
8.
TEMPORARY PRECAST
PORTABLE CONCRETE
BARRIER W/WARNING
LIGHTS
TEMPORARY IMPACT ATTENUATOR
48"
W20-7b
W20-4
W20-1 48"
18"
W13-1p
18"
HEIGHT
SIZE OF SIGN
IDENTIFI-
CATION
NUMBER
WIDTH
TEXT NOTES
48"48"
48"48"
W20-7
48"48"
ADVISORY SPEED LIMIT AS
DETERMINED BY THE
ENGINEER
XX
M.P.H.
48"
W20-7b
W20-4
W20-1 48"
HEIGHT
SIZE OF SIGN
IDENTIFI-
CATION
NUMBER
WIDTH
TEXT
48"48"
48"48"
W20-7
48"48"
ADVISORY SPEED LIMIT AS
DETERMINED BY THE
ENGINEER
R9-9 30"
18"
SIDEWALK
CLOSED
(T
YP
)
N.T.S.
BU
FF
ER
100'
TA
PE
R
250'
BU
FF
ER
20'
500'
100'
WORK AREA
500'
W
20-4
(1000')
P
/F
250'
TA
PE
R
5
0
0
'
5
0
0
'
W
20-7b
O
R
W
20-7
W
20-4
(1000')
P
/F
11'(MIN)
W
20-7
b
OR
W
20-7
1. ADDITIONAL ADVANCE WARNING MAY BE NECESSARY.
2. CONTROLS ONLY FOR PEDESTRIAN TRAFFIC ARE SHOWN. VEHICULAR TRAFFIC SHOULD BE HANDLED
AS SHOWN ELSEWHERE.
3. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES.
4. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN
PEDESTRIAN BYPASS TYPE I, TEMPORARY CROSSWALKS WITH APPROPRIATE SIGNS SHOULD BE
INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE OF THE STREET AS SHOWN IN
PEDESTRIAN BYPASS TYPE II, AND AS DIRECTED BY THE ENGINEER. TEMPORARY CURB RAMPS WILL
BE REQUIRED AT ALL TEMPORARY CROSSWALK LOCATIONS.
5. BYPASS IS TO BE USED IN CONJUCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING
CONSTRUCTION STAGING, AS DIRECTED BY THE ENGINEER.
NOTES:
1
4
24" (MIN.)
REFLECTORIZED
DRUM
TRAVEL WAY
WORK AREA
Depth≥4"
N.T.S.
12*
1
LIMIT OF EXCAVATION
TEMPORARY BIT.
CONC. PAVEMENT
GRAVEL BORROW/SUBBASE
EXIST.
PAVEMENT
DIRECTION OF TRAFFIC
W8-3
OR
W8-8
OR
W8-1
500'
FORMULAS FOR DETERMINING TAPER LENGTHS
SPEED LIMIT (S) TAPER LENGTH (L)
FEET
N.T.S.
LANDING ROAD
PORTABLE BREAKAWAY
BARRICADE TYPE III
5
0
0
'
W20-1
500'
W
20-1
AU
GU
ST
18,
202
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