INDEX OF SHEETS
VAOT STANDARDS
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
2
SJLSHEETS
OF
INDEX
SHEET OF
CDL
SJL EPD
CAMBRIDGE-FAIRFAX
STP 2713(1)
p07B182.dgn
p07B182_2.i
G-19 GENERIC PLANS FOR GUARDRAIL END TERMINALS 11/15/02
STEEL BEAM MEDIAN BARRIER
ANCHOR FOR STEEL BEAM GUARDRAIL
STEEL BEAM GUARDRAIL TRAILING END TERMINAL
G-1D STEEL BEAM GUARDRAIL APPROACH END TERMINAL 01/03/00
STEEL BEAM GUARDRAIL WITH WOOD POSTS
G-1 STEEL BEAM GUARDRAIL WITH STEEL POSTS 01/03/00
E-197 DELINEATOR PLACEMENT TYPICAL 04/01/05
E-193 PAVEMENT MARKING DETAILS 08/18/95
E-192 PAVEMENT MARKING DETAILS 10/12/00
E-191 PAVEMENT MARKING DETAILS 02/01/99
MAINTENANCE OPERATIONS
E-112 TRAFFIC CONTROL FOR TYPICAL MOVING 01/23/97
E-111 MINOR MAINTENANCE OPERATION 03/11/97
E-110 MAJOR MAINTENANCE OPERATION LANE CLOSURE 08/08/95
E-108A CONSTRUCTION ZONE LONGITUDINAL DROP OFFS FOR PAVING 06/08/09
E-108 CONSTRUCTION ZONE LONGITUDINAL DROP OFFS 06/08/09
E-107A BREAKAWAY BARRICADE DETAILS 06/08/09
CONSTRUCTION AREAS
E-107 DELINEATION, BARRICADES AND DETOURS FOR 06/30/03
E-106 TRAFFIC CONTROL MISCELLANEOUS DETAILS 03/01/04
ONE LANE CLOSED
E-103 MAINLINE TRAFFIC CONTROL DIVIDED HIGHWAY 03/01/04
E-102A CONSTRUCTION SIGN DETAILS 05/01/04
E-102 CONSTRUCTION SIGN DETAILS 06/30/03
E-101 CONSTRUCTION SIGN DETAILS 05/30/03
E-100A SIDE ROAD CONSTRUCTION APPROACH SIGNS 01/02/04
E-100 CONSTRUCTION APPROACH SIGNS 01/02/04
ENERGY DISSIPATOR FOR CULVERT
REINFORCED CONCRETE PIPE END SECTION
UNDERDRAIN RISER
CAST IRON GRATE, TYPE C
CAST IRON GRATE, TYPE B
WITH CAST IRON GRATE
D-16 PRECAST REINFORCED CONCRETE CURB DROP INLET 06/01/94
CAST IRON GRATE WITH FRAME, TYPE E
CAST IRON GRATE WITH FRAME, TYPE D
PRECAST REINFORCED MANHOLE W/ CAST IRON GRATE
W/ CAST IRON GRATE
D-15 PRECAST REINFORCED CONCRETE CATCH BASIN 06/01/94
D-3 TREATED GUTTERS 06/01/94
C-10 CURBING 02/11/08
C-3B SIDEWALK RAMPS AND MEDIAN ISLANDS 03/10/08
C-3A SIDEWALK RAMPS 03/10/08
36
35
19-34
18
15-17
12-14
11
10
8-9
7
3-6
2
1
BRIDGE JOINT ASPHALTIC PLUG - STRUCTURES DETAIL SD-516.10
CONSTRUCTION APPROACH SIGNING SHEET
MISCELLANEOUS DETAIL SHEET
PROJECT LAYOUT SHEETS 1-16
DITCH CLEANING DETAIL SHEET
ITEM DETAIL SUMMARY SHEETS 1-3
QUANTITY SHEETS 1-3
CULVERT INVENTORY SHEET
HANDWORK DETAILS FOR DRIVES
GUARDRAIL APPROACH SECTION DETAIL SHEETS 1 & 2
BRIDGE DETAIL SHEET
PROJECT TYPICAL SHEETS 1-4
INDEX OF SHEETS
TITLE SHEET
36
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
3SHEET OF
SHEET 1
TYPICAL
PROJECT
EPD
SJLCDL
CDL
NOTES:
% WT. LBS./A. NAME PUR % GERM %
SEEDING FORMULA
CREEPING RED FESCUE 98
SPARTAN HARD FESCUE 95
95
100.0
38
29
15
15
3
32
2412
12
--
80 LB/A
AZAY SHEEP’S FESCUE
ANNUAL RYE GRASS
INERTS
95
--
90
85
87
90
--
RATE: DOUBLE IF HYDROSEEDING
GENERAL NOTES
SEED MIXTURE: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT
AND SHALL BE FREE OF ALL NOXIOUS SEED.
SEED ITEM 651.15: TO BE APPLIED PER SEEDING FORMULAS OR AS DIRECTED BY THE
RESIDENT ENGINEER.
RATE OF 500 LBS./ACRE. (HYDRO SEEDERS MAY USE 19-19-19 FORMULA)
AGRICULTURAL LIMESTONE ITEM 651.20: TO BE APPLIED AT THE RATE OF 2 TONS/ACRE,
OR AS DIRECTED BY THE RESIDENT ENGINEER.
HAY MULCH ITEM 651.25: TO BE PLACED ON THE EARTH SLOPES AT THE RATE OF 2
TONS/ACRE, OR AS DIRECTED BY THE RESIDENT ENGINEER.
TOPSOIL ITEM 651.35: TO BE USED WITH SEED AS INDICATED ON THE PLANS, OR AS
DIRECTED BY THE RESIDENT ENGINEER.
FERTILIZER ITEM 651.18: FORMULA 10-20-10, TO BE USED WITH SEED, APPLIED AT THE
CL
EDGELINE (TYP.)
COLD PLANE 2"CENTERLINE (TYP.)
PAVEMENT, TYPE IVS
1 �" SUPERPAVE BITUMINOUS CONCRETE
EXISTING GROUND
EXISTING GROUND
VARIES
SHOULDERMAINLINE 11’-0"MAINLINE 11’-0"SHOULDER
VARIES
COLD PLANE AND OVERLAY TYPICAL SECTION
STP 2713(1)
CAMBRIDGE-FAIRFAX
CL
EDGELINE (TYP.)
CENTERLINE (TYP.)
PAVEMENT, TYPE IVS
1 �" SUPERPAVE BITUMINOUS CONCRETE
EXISTING GROUND
EXISTING GROUND
VARIES
SHOULDERMAINLINE 11’-0"MAINLINE 11’-0"SHOULDER
VARIES
p07B182.dgn
p07B182_3.iNOT TO SCALE
CL
EDGELINE (TYP.)
COLD PLANE 2"CENTERLINE (TYP.)
PAVEMENT, TYPE IVS
1 �" SUPERPAVE BITUMINOUS CONCRETE
EXISTING GROUND
EXISTING GROUND
VARIES
SHOULDERMAINLINE 11’-0"MAINLINE 11’-0"SHOULDER
VARIES
COLD PLANE AND OVERLAY TYPICAL SECTION
LEVEL AND OVERLAY TYPICAL SECTION
STA. 327+36.00 - STA. 363+26.40
STA. 32+31.00 - STA. 267+43.20
STA. 0+00.00 - STA. 30+86.00
FAIRFAX
STA. 0+00.00 - STA. 103+85.77
CAMBRIDGE
RAP (TYP.)
AGGREGATE SHOULDERS,
COURSE TYPE IVS
�" LEVELING
COURSE TYPE IVS
�" LEVELING
COURSE TYPE IVS
�" LEVELING
FAIRFAX
STA. 30+86.00 - STA. 32+31.00
STA. 292+25.00 - STA. 327+36.00
SEE DETAIL ON SHEET 6
SAFETY EDGE (TYP)
SHEET 6
SEE DETAIL ON
SAFETY EDGE (TYP)
FAIRFAX
STA. 271+09.20 - STA. 278+34.00
STA. 282+54.00 - STA. 292+25.00
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
AS DIRECTED BY THE ENGINEER. (TYP.)
301.28 SUBBASE OF GRAVEL, FINE GRADED
SHALL BE USED. THE REDUCED SPACING IS DETAILED ON SHEET 6.
IN AREAS WHERE A UTILITY POLE OR SIMILAR OBJECT IS LOCATED WITHIN 4 FEET BEHIND GUARDRAIL, A REDUCED POST SPACING
STEEL BEAM GUARDRAIL WITH STEEL POSTS SHALL BE USED ON THIS PROJECT.
DROP INLETS LOCATED OUTSIDE THE PAVEMENT SURFACES OR AS DIRECTED BY THE RESIDENT ENGINEER.
AN ESTIMATED QUANTITY FOR ITEM 619.17 "YIELDING MARKER POSTS" HAS BEEN INCLUDED TO DELINEATE PIPE INLETS, PIPE OUTLETS AND
651.15, "SEED".
PLACEMENT OF TEMPORARY EROSION MATTING, THE AREA SHALL BE TOPSOILED AND SEEDED USING ITEM 651.35, "TOPSOIL" AND ITEM
INCLUDED REFLECT 25 SY OF ITEM 653.20, "TEMPORARY EROSION MATTING" FOR EACH NEW GUARDRAIL END SECTION. PRIOR TO THE
EROSION MATTING" SHALL BE PLACED ON SLOPES GREATER THAN 1:6 CREATED BY THE GUARDRAIL END SECTIONS. THE QUANTITIES
INCLUDED REFLECT 5 CY OF ITEM 651.35, "TOPSOIL" FOR EACH NEW GUARDRAIL END SECTION. ITEM 653.20, "TEMPORARY
3 INCH DEPTH OF ITEM 651.35, "TOPSOIL" UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. THE QUANTITIES
HAS BEEN ESTIMATED FOR EACH NEW MTS. GUARDRAIL END SECTIONS SHALL BE CAPPED WITH AN ESTIMATED
EXCAVATED DITCHING MATERIAL AND THE REMOVAL OF BUILT UP EXCESS SHOULDER MATERIAL. 25 CY OF ITEM 203.30, "EARTH BORROW"
"LOADER RENTAL, TYPE I" HAVE BEEN INCLUDED FOR THE PROVISION OF CONSTRUCTING GUARDRAIL END SECTIONS WITH
ESTIMATED QUANTITIES OF ITEM 608.25, "ALL PURPOSE EXCAVATOR RENTAL, TYPE 1", 608.37, "TRUCK RENTAL", AND 608.40,
DIRECTED BY RESIDENT ENGINEER AND WILL BE PAID FOR UNDER ITEM 402.13 "AGGREGATE SHOULDERS, RAP".
ALL EDGES OF PAVEMENT WITHIN THE LEVEL AND OVERLAY SECTION SHALL BE BACKED UP TO FULL HEIGHT WITH COLD PLANE GRINDINGS AS
LEVELING COURSE IS PAVED. SEE THE PAVING PROJECT LIMITS TABLE ON SHEET 4 FOR THE PROPOSED PAVEMENT WIDTHS.
ADJACENT SLOPES OR REMOVED FROM THE PROJECT AS DIRECTED BY THE ENGINEER. THIS WORK SHALL BE DONE BEFORE THE
BE REPLACED WITH ITEM 301.28 "SUBBASE OF CRUSHED GRAVEL, FINE GRADED". EXCAVATED MATERIAL SHALL BE SPREAD ON THE
DIRECTED BY THE ENGINEER. EXCAVATION SHALL BE PAID FOR USING THE APPROPRIATE RENTAL ITEMS. MATERIAL REMOVED SHALL
EXISTING SHOULDER MATERIAL DEEMED UNSUITABLE BY THE RESIDENT ENGINEER SHALL BE EXCAVATED TO A DEPTH OF 3" OR AS
FOR ESTIMATING PURPOSES.
CALLING FOR REHAB HAVE BEEN DISTRIBUTED BETWEEN ITEMS 604.412, AND 604.415 AS FOLLOWS: 80% 604.412, 20% 604.415,
REHABILITATED SUCH THAT THE NEW GRATE ELEVATION IS LEVEL WITH THE SURROUNDING TERRAIN. DRAINAGE STRUCTURES
INCLUDED IN THE QUANTITIES TO BE USED AS DIRECTED BY THE RESIDENT ENGINEER. ALL DI’S SHALL BE RAISED OR
QUANTITIES FOR ITEM 604.412, "REHAB DI, CB OR MH CLASS 1" AND ITEM 604.415, "REHAB DI, CB OR MH CLASS II", HAVE BEEN
AND ITEM 621.205 "STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS".
THEN 8 FOOT POSTS SHALL BE USED. PAYMENT WILL BE UNDER ITEM 621.20 "STEEL BEAM GUARDRAIL, GALVANIZED"
3’-7" OF BACKING IS REQUIRED BEHIND THE FACE OF GUARDRAIL WITH 6 FOOT POSTS. IF THIS CAN NOT BE OBTAINED
REFER TO SHEET 10 FOR DETAIL AND ADDITIONAL NOTES.
DIRECTED AND WILL BE PAID FOR UNDER ITEM 900.675, "SPECIAL PROVISION (HAND-PLACED BITUMINOUS CONCRETE MATERIAL, DRIVES)".
AS SHOWN ON THE PLANS OR AS DIRECTED BY THE RESIDENT ENGINEER. THE NEW BITUMINOUS SURFACE SHALL BE CONSTRUCTED AS
OTHERWISE SHOWN ON PLANS OR AS DIRECTED BY THE RESIDENT ENGINEER. ANY AND ALL REQUIRED EXCAVATION IN DRIVE AREAS SHALL BE
ALL PAVED AND GRAVEL DRIVES SHALL RECEIVE A PAVED APRON 0F 4’ AND ALL FIELD DRIVES SHALL RECEIVE A 2’ PAVED APRON UNLESS
IT SHALL BE CONSIDERED INCIDENTAL TO ITEM 210.10 "COLD PLANING, BITUMINOUS PAVEMENT".
ON THE PROJECT PLANS OR AS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. SAWCUTTING WILL NOT BE PAID FOR SEPARATELY.
BUTT JOINT SHALL BE CONSTRUCTED AT THE BEGINNING AND END OF THE PROJECT AND ALL SIDE ROAD APPROACHES AS DENOTED
COLD PLANING SHALL BE COMPLETED ACCORDING TO THE TYPICAL OR AS OTHERWISE NOTED ON THE PLANS. A FULL DEPTH
SUPERPAVE BITUMINOUS CONCRETE PAVEMENT TOLERANCE = +/- 1/4 INCH (TOTAL PAVEMENT THICKNESS EXCLUDING LEVELING).
ITEM 900.683 "SPECIAL PROVISION (EMULSIFIED ASPHALT)(RS-1H OR CRS-1H)".
RATE ON ALL OTHER PAVED SURFACES SHALL BE 0.025 TO 0.040 GAL/SQ. YD. OF CRS-1H OR RS-1H. PAYMENT WILL BE UNDER
PLANED SURFACES SHALL HAVE A TACK COAT APPLICATION RATE OF 0.08 GAL/SQ. YD. OF CRS-1H OR RS-1H. TACK COAT APPLICATION
PAYMENT WILL BE UNDER ITEM 900.680 "SPECIAL PROVISION (BITUMINOUS CONCRETE PAVEMENT SURFACE PREPARATION, TYPE 1)". COLD
PATCHING AND PATCHING OF ALL LARGE CRACKS THAT ARE AT LEAST 1" IN WIDTH. REFER TO SHEET 35 FOR POT HOLE REPAIR DETAIL.
COLD PLANED SURFACES SHALL HAVE SURFACE PREP BEFORE THE LEVELING COURSE IS PLACED. SURFACE PREP SHALL CONSIST OF POT HOLE
USED IN THE SUPERPAVE BITUMINOUS CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 490 OF THE GENERAL SPECIAL PROVISIONS.
SUPERPAVE BITUMINOUS CONCRETE PAVEMENT WHERE REQUIRED OR AS DIRECTED BY THE RESIDENT ENGINEER. ALL ASPHALT CEMENT
THE WEARING COURSE SHALL BE TYPE IVS SUPERPAVE BITUMINOUS CONCRETE PAVEMENT. THE LEVELING COURSE SHALL BE TYPE IVS
36
TOWN AND ROUTESTATION
BEGIN
STATION
END
DEPTH
WEARINGNOTES
PROJECT PAVING LIMITS
LANE TYPICALTON
LEVELING
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
4SHEET OF
SHEET 2
TYPICAL
PROJECT
EPD
SJLCDL
CDL
CAMBRIDGE 103+85.77 4’-11’-11’-4’ 1�"
FAIRFAX
FOR THICKNESSES
SEE TYPICAL SECTIONS
WEARING COURSE
OF ALL SIDE ROADS
SEE LAYOUT SHEETS FOR LOCATIONS
25’-0" APRON WIDTH, UNLESS OTHERWISE INDICATED IN
THE PLANS OR DIRECTED BY THE RESIDENT ENGINEER
EXISTING SIDE ROAD
AREA TO BE REMOVED FOR GRAVEL SIDE ROADS
AREA TO BE COLD PLANED FOR PAVED SIDE ROADS
0+00.00
4’-11’-11’-4’ 1�"0+00.00
3’-11’-11’-3’ 1�"248+03.00 255+75.00
4’-11’-11’-4’ 1�"262+50.00255+75.00
6’-11’-11’-6’ 1�" COLD PLANE 2", LEVEL, 1 �" TYPE IVS269+20.00267+43.20
6’-11’-11’-6’ 1�" COLD PLANE 2", LEVEL, 1 �" TYPE IVS278+34.00271+09.20
8’-11’-11’-3’ 1�" COLD PLANE 2", LEVEL, 1 �" TYPE IVS289+25.00282+54.00
4’-11’-11’-4’ 1�" COLD PLANE 2", LEVEL, 1 �" TYPE IVS327+00.00289+25.00
1�" 6.0328+00.00327+36.00
1�"363+26.40328+00.00 3’-11’-11’-3’
366.9
319.9
4’-11’-11’-4’ 1�"248+03.00189+00.00
4’-11’-11’-8’ 1�"187+50.00184+00.00
1�"189+00.00187+50.00
4’-11’-11’-4’ 1�"32+31.00 184+00.00
30+86.00
4’-11’-11’-4’ 1�"30+86.00 32+31.00 COLD PLANE 1�", 1�" TYPE IVS (BRIDGE #3)
6’-11’-11’-6’ 1�"271+09.20269+20.00 COLD PLANE 1�", 1�" TYPE IVS (BRIDGE #9)
299.9
573.7
-
-
MAINLINE INTERSECTION
EXISTING SIDE ROAD/
1009.4
1474.2
38.6
15.6
70.0
65.6
19.5
84.9
71.7
CAMBRIDGE-FAIRFAX
STP 2713(1)
p07B182.dgn
p07B182_4.iNOT TO SCALE
LEVEL, 1 �" TYPE IVS
LEVEL, 1 �" TYPE IVS
LEVEL, 1 �" TYPE IVS
LEVEL, 1 �" TYPE IVS
LEVEL, 1 �" TYPE IVS
LEVEL, 1 �" TYPE IVS
LEVEL, 1 �" TYPE IVS
6’-11’-11’-6’ 1�"267+43.20262+50.00 54.3 LEVEL, 1 �" TYPE IVS
1�" 3.4 COLD PLANE 2", LEVEL, 1 �" TYPE IVS327+36.00327+00.00
LEVEL, 1 �" TYPE IVS
LEVEL, 1 �" TYPE IVS
EXISTING SURFACEPAVEMENT
EXISTING ROADWAY
TAPER 1" IN 50’ OR FLATTER
COURSE, TYPE IVS
1�" WEARING
COURSE, TYPE IVS
�" LEVELING
2"
100’+
STA. 0+00.00/STA. 363+26.40
BEGIN/END PROJECT
STA. 363+26.40
FAIRFAX
STA. 0+00.00
CAMBRIDGE
FOR THICKNESSES
SEE TYPICAL SECTIONS
WEARING COURSE
OF ALL SIDE ROADS
SEE LAYOUT SHEETS FOR LOCATIONS
25’-0" APRON WIDTH, UNLESS OTHERWISE INDICATED IN
THE PLANS OR DIRECTED BY THE RESIDENT ENGINEER
EXISTING SIDE ROAD
AREA TO BE REMOVED FOR GRAVEL SIDE ROADS
AREA TO BE COLD PLANED FOR PAVED SIDE ROADS
MAINLINE INTERSECTION
EXISTING SIDE ROAD/
IN LEVEL/OVERLAY AREAS
TRANSITION AREA FOR SIDE ROADS
IN MILL/FILL AREAS
TRANSITION AREA FOR SIDE ROADS
APPROACH AREA DETAIL (BEGIN/END PROJECT)
LEVEL, 1 �" TYPE IVS
WIDTH VARIES
EXISTING GROUNDPULL OFF AREA DETAIL
(GRAVEL PULL OFFS)
VERTICAL CUT
GRADE TO DRAIN
STA. 147+25 RT
STA. 94+75 RT
FAIRFAX
STA. 94+25 RT
STA. 37+00 RT
CAMBRIDGE
ITEM 210.10
CONSIDERED INCIDENTALTO CONTRACT
TEMPORARY PAVMENT WEDGE WILL BE
DIRECTED BY THE RESIDENT ENGINEER.
TEMPORARY PAVEMENT WEDGE AS
ITEM 210.10
CONSIDERED INCIDENTALTO CONTRACT
TEMPORARY PAVMENT WEDGE WILL BE
DIRECTED BY THE RESIDENT ENGINEER.
TEMPORARY PAVEMENT WEDGE AS
1�"
VARIES -11’-11’-VARIES
VARIES -11’-11’-VARIES
COLD PLANED
AREA TO BE
4’-11’-11’-VARIES
AGGREGATE SHOULDER, RAP
PAVEMENT, TYPE IVS PLACED IN (2) 1 1/2" LIFTS
3" SUPERPAVE BITUMINOUS CONCRETE
CONCRETE PAVEMENT, TYPE IVS
1�" SUPERPAVE BITUMINOUS
SHALL BE PAID FOR UNDER THE APPROPRIATE RENTAL ITEMS.
ANY EXCAVATION REQUIRED IN THE PULLOFF AREAS PRIOR TO PAVINGNOTE:
36
TOTAL LENGTH OF JOINT
BRIDGE #9
PLUG JOINT 1
PLUG JOINT 2
END OF BRIDGE
270+86
269+20
STATION
2
1
JOINT
66’ - 0"
33’ - 0"
33’ - 0"
LENGTH
BRIDGE #
COARSE AGGREGATE
REPAIR MATERIAL WITH
RAPID SETTING CONCRETE
580.20
66 50
LF CF
4 -
SUBTOTAL
ROUNDING
TOTAL
BEGIN BRIDGE
TOTAL LENGTH OF JOINT
BRIDGE #3
PLUG JOINT 2
END OF BRIDGE
2
1
JOINT
60’ - 0"
30’ - 0"
30’ - 0"
LENGTH
PLUG JOINT 1
32+31
30+86
STATION
BEGIN BRIDGE
60 50
145’-
0"
COLD PLANE AND PAVE
STA. 270+03 (MM 5.114)
FAIRFAX BRIDGE #9
COLD PLANE AND PAVE
STA. 31+59 (MM 0.598)
FAIRFAX BRIDGE #3
166’-
0"
FAIRFAX 3
FAIRFAX 9
126
130
BRIDGE DECK
APPROACH SLAB
ENGINEER
AS DIRECTED BY THE RESIDENT
TEMPORARY PAVEMENT WEDGE
EXISTING GROUND
25’
TAPER 1" IN 50’ OR FLATTER
APPROACH SLAB
ENGINEER
AS DIRECTED BY THE RESIDENT
TEMPORARY PAVEMENT WEDGE
1 �" TYPE IVS
150’
LEVEL, �" TYPE IVS LEVEL, �" TYPE IVS
1�" TYPE IVS
WEARING COURSE
EXISTING ROADWAY
PAVEMENT
LEVELING COURSE
EXISTING SURFACE
COLD PLANED
AREA TO BE
FOR THICKNESSES
SEE TYPICAL SECTIONS
WEARING COURSE
RESIDENT ENGINEER
AS DIRECTED BY THE
TEMPORARY PAVEMENT WEDGE
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
5SHEET OF
SHEET 3
TYPICAL
PROJECT
EPD
SJLCDL
CDL
CAMBRIDGE-FAIRFAX
STP 2713(1)
p07B182.dgn
p07B182_5.iNOT TO SCALE
STOP PROJECT
STA. 278+34.00
RESUME PROJECT
STA. 282+54.00
APPROACH AREA DETAIL
STA. 282+54.00
STA. 278+34.00
FAIRFAX
EXISTING SURFACE
TAPER 1" IN 50’ OR FLATTER
COURSE, TYPE IVS
1�" WEARING
COURSE, TYPE IVS
�" LEVELING
2"
100’+
TYPICAL TRANSITION DETAIL
STA. 327+36.00
FAIRFAX
JOINT, ASPHALTIC PLUG
BRIDGE EXPANSION
516.10
100
100
FAIRFAX BRIDGE #3
BRIDGE 3
145’ +/-
PAVEMENT, TYPE IVS
WITH 1�" BITUMINOUS CONCRETE
1�" COLD PLANE DEPTH
COURSE, TYPE IVS
1�" WEARING
COURSE, TYPE IVS
�" LEVELING
STA. 327+36.00
TYPICAL TRANSITION
COLD PLANE 2"
BRIDGE DECK
25’
APPROACH SLAB
ENGINEER
AS DIRECTED BY THE RESIDENT
TEMPORARY PAVEMENT WEDGE
EXISTING GROUND25’
TAPER 1" IN 50’ OR FLATTER
APPROACH SLAB
ENGINEER
AS DIRECTED BY THE RESIDENT
TEMPORARY PAVEMENT WEDGE
1 �" TYPE IVS
150’
LEVEL, �" TYPE IVSCOLD PLANE 2"
LEVEL, �" TYPE IVS
1�" TYPE IVS
WEARING COURSE
FAIRFAX BRIDGE #9
TYPICAL CHANGE STA. 267+43.20
COLD PLANE AND PAVE/LEVEL OVERLAY
BRIDGE 9
166’ +/-
STA. 270+03
FAIRFAX
PAVEMENT, TYPE IVS
WITH 1�" BITUMINOUS CONCRETE
1�" COLD PLANE DEPTH
STA. 31+59
FAIRFAX
25’ 150’
TAPER 1" IN 50’ OR FLATTER
COLD PLANE LIMIT STA. 34+06.5COLD PLANE LIMIT STA. 29+11.5
AS DIRECTED BY THE RESIDENT ENGINEER AT THE CONTRACTOR’S EXPENSE.
BITUMINOUS PAVEMENT". ANY DAMAGE TO THE BRIDGE DECK WILL BE REPAIRED
PLANING. THIS SHALL BE CONSIDERED INCIDENTAL TO ITEM 210.10 "COLD PLANING
NOTE: CONTRACTOR TO VERIFY ASPHALT DEPTHS ON BRIDGE DECK PRIOR TO COLD
NOTE: REFER TO BRIDGE JOINT ASPHALTIC PLUG - STRUCTURES DETAIL SD-516.10
REPAIRED AS DIRECTED BY THE RESIDENT ENGINEER AT THE CONTRACTOR’S EXPENSE.
BITUMINOUS PAVEMENT". ANY DAMAGE TO THE BRIDGE DECK OR MEMBRANE WILL BE
PLANING. THIS SHALL BE CONSIDERED INCIDENTAL TO ITEM 210.10 "COLD PLANING
NOTE: CONTRACTOR TO VERIFY ASPHALT DEPTHS ON BRIDGE DECK PRIOR TO COLD
36
REDUCED SPACING GUARDRAIL DETAIL
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
6SHEET OF
SHEET 4
TYPICAL
PROJECT
EPD
SJLCDL
CDL
TRAVEL LANE
CENTER OF
SIGN CLEARANCE AREA
SEE CHART
APPROACH SPEED SIGHT DISTANCE
(mph) (feet)
30 OR LESS
35
40
45
50
55
300
350
400
450
500
550
MINIMUM SIGN SIGHT DISTANCE CHART
LINE
R.O.W.
TO
5’ OR
5’
THINNING AND TRIMMING FOR SIGNS DETAIL
C ROADWAYL
TRAVEL LANE
TRAVEL LANE
SHOULDER
50’ REDUCED SPACING--PAY FACTOR LENGTH = 65.0 FT
6’-3’’ SPACING 3 SPACES @ 4’-2 ’’
= 12.5’ = 12.5’
4 SPACES @ 3’-1�’’ 4 SPACES @ 3’-1�’’
= 12.5’
3 SPACES @ 4’-2 ’’
= 12.5’
6’-3’’ SPACING
POWER POLE4’ OR LESS
STA. 8+00 RT
FAIRFAX
1.5
1WEARING COURSE (1-2 LIFTS) SHOULDER
GRADED
EDGE LINE
MARKING
PAVEMENT
30°-35°
1" - 4"
NOT TO SCALE
SAFETY EDGE DETAIL
AT THE CONTRACTOR’S CHOICE.
NOTE: LEVELING COURSE MAY INCLUDE THE "SAFETY EDGE"
PAVED SHOULDER
BASE COURSE
AND / OR
INTERMEDIATE
OBJECTS WITHIN 4’ OF GUARDRAIL
CAMBRIDGE-FAIRFAX
STP 2713(1)
p07B182.dgn
p07B182_6.iNOT TO SCALE
STA. 149+48 RT
STA. 96+05 RT
STA. 93+25 RT
STA. 81+68 RT
FAIRFAX
ALLOWED.
CHEMICALS (POISONS OR DEFOLIANTS)
THINNING AND TRIMMING FOR SIGNS. NO
PAYMENT WILL BE MADE UNDER ITEM 201.31
FT BELOW THE BOTTOM OF THE SIGN.
AND DOWN TO GROUND LEVEL OR AT LEAST 10
OR PROJECTING INTO THE CLEARANCE AREA
SAPLINGS AND TREE LIMBS GROWING WITHIN
STEMMED GROWTH INCLUDING BRUSH,
THE CONTRACTOR SHALL REMOVE ALL WOODY
36
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
7SHEET OF
EPD
SJLCDL
RHB
S
S
POST DETAIL
SPECIAL WASHER DETAIL
SPECIAL WASHER
THIS SIDE
OTHER SIDE
w/NUT & STD. WASHER
�’’ DIA. x 2’’ POST BOLT
NEW 6" X 8" X 1’-2" OFFSET BLOCK
NEW PAVEMENT
POST
BRIDGE
EXISTING
RETAIN
BOLTS
ANCHOR
EXISTING
3/16in THICKPLATE
3in
1 1/2in
7/8in
1 3/4in
AT TRANSITION POST)
(11/16in DIA. HOLE IN WASHER
1in x 11/16in SLOTTED HOLE
5. SPLICES SHALL LAP IN DIRECTION OF TRAFFIC FLOW.
EXISTINGEND
POSTVARIES
TRANSITIONPOST
CURB
POST 1
BRIDGE APPROACH RAIL SCHED. I ORSCHED. II AS REQUIRED TO MATCH
BRIDGE POST SPACING
PAY LIMIT HEAVY DUTY STEELBEAM GUARD RAIL
25 ft SCHEDULE I
31.25 ft SCHEDULE II
37.5 in
POST 2
POST 10(SCHED. II)
POST 8(SCHED. I)
6.25 ft (TYP.)
LINEGROUND
2. BRIDGE APPROACH RAIL HEIGHT SHALL BE TRANSITIONED TO NORMAL ROADWAY RAIL HEIGHT IN 25 FEET.
4. FOR BRIDGE RAILING, THE TRANSITION POST SHALL HAVE AN OFFSET BLOCK AND BE LOCATED AS CLOSE AS PRACTICAL
TO THE MID-POINT BETWEEN THE BRIDGE END POST AND APPROACH RAIL POST 1.
BRIDGE APPROACH RAILING
NOTES:
PANEL SPLICE OCCURS AT BRIDGE END POST USE
WHEN A RAIL PANEL SPLICE OCCURS AT POST NO. 1
POST NO.
SCHEDULE II FOR APPROACH RAILING.
SCHEDULE I
POST NO.
6
5
4
3
2
1
9
8
7
SPACING PAYMENT FACTOR
1.0 (TYP.)
10
11
6
5
4
3
2
1
9
8
7
PAYMENT FACTORSPACING
1.0 (TYP.)
SCHEDULE II
3’-1�’’
4’-2’’
1.4 x 12.5 ft
1.2 x 12.5 ft
6’-3’’ (TYP.)
1.4 X 18.75 ft
1.2 x 12.5 ft
3’-1�’’
3’-1�’’
3’-1�’’
3’-1�’’
3’-1�’’
3’-1�’’
3’-1�’’
3’-1�’’
3’-1�’’
4’-2’’
4’-2’’
4’-2’’
4’-2’’
4’-2’’
6’-3’’ (TYP.)
BRIDGE APPROACH RAILING
30 in
30"
27"
PAY LIMIT BRIDGE RAILING
3. APPROACH RAILING SHALL BE HEAVY DUTY STEEL BEAM FOR LENGTHS OF 25 FEET OR 31.25 FEET
DETERMINED BY THE SCHEDULE. SEE BRIDGE DETAILS.
STATIONINGBRIDGE WIDTH
30’
BRIDGE APPROACH
TO FACE OF RAIL
VT ROUTE 104
2.40’
2.40’2.40’
2.40’
BRIDGE APPROACH
SHEET
DETAIL
BRIDGE
SS S S S S S
5.00’
RAIL, SCHEDULE I, 25’
RAIL, SCHEDULE I, 25’
5.00’
POST 1
MANUFACTURED TERMINAL
SECTION, FLARED 37.5’
ITEM 621.50
MANUFACTURED TERMINAL
SECTION, FLARED 37.5’
ITEM 621.50
DUTY STEEL BEAM
NEW NESTED HEAVY
(MATERIAL SHALL MEET AASHTO M270M/M270 GRADE 345)
REPAIR, TYPE 1I
1. BRIDGE RAIL SHALL BE NESTED HEAVY DUTY STEEL BEAM RAIL, ITEM 525.55 "BRIDGE RAILING REPAIR, TYPE II".
FAIRFAX BRIDGE #3
FAIRFAX BRIDGE #9
STA. 270+03 - MM 5.114
STA. 31+59 - MM 0.598
(73’)
10 SPACES @ 7.3’
(73’)
10 SPACES @ 7.3’
MANUFACTURED TERMINAL
SECTION, FLARED 37.5’
ITEM 621.50
S
S
POST 1
MANUFACTURED TERMINAL
SECTION, FLARED 37.5’
ITEM 621.50
BRIDGE APPROACH
RAIL, SCHEDULE I, 25’
8.40’ TRANSITION
POST
POST 1
S
BRIDGE APPROACH
RAIL, SCHEDULE I, 25’
S
S S SS S S S
TRANSITION
POST
POST 1
W/8 FEET POSTS
W/8 FEET POSTS
STATIONINGBRIDGE WIDTH
34’
TO FACE OF RAIL
VT ROUTE 104
2.10’2.10’
2.10’
S
2.50’
POST 1
POST 1
POST 1
GUARDRAIL APPROACH SECTION
GALVANIZED, TYPE 1
POST
TRANSITION
S
GUARDRAIL APPROACH SECTION
GALVANIZED, TYPE 1
POST 1
2.50’
2.50’2.50’
2.10’
SGUARDRAIL APPROACH SECTION
GALVANIZED, TYPE 1
POST
TRANSITION
162.5’ S.B. GUARDRAIL
S
GUARDRAIL APPROACH SECTION
GALVANIZED, TYPE 1
GUARDRAIL
STP 2713(1)
CAMBRIDGE-FAIRFAX
p07B182.dgn
p07B182_7.iNOT TO SCALE
W/8 FEET POSTS
25’ S.B. GUARDRAIL
W/8 FEET POSTS
25’ S.B. GUARDRAIL
87.5’ S.B. GUARDRAIL
212.5’ S.B. GUARDRAIL
PAY LIMITS FOR ITEM 525.10 REMOVAL OF
EXISTING RAILING AND ITEM 525.55 BRIDGE
RAILING REPAIR, TYPE II
W/8 FEET POSTS
W/8 FEET POSTSW/8 FEET POSTS
W/8 FEET POSTS
W/8 FEET POSTS
56.25’ S.B. GUARDRAIL
(200’)
20 SPACES @ 10’
BRIDGE RAIL TO BE RETAINED
(170’)
17 SPACES @ 10’
BRIDGE RAIL TO BE RETAINED
WITH ANCHOR
S.B. GUARDRAIL
12.5’, 16’ RADIUS
W/8 FEET POSTS
WITH ANCHOR
S.B. GUARDRAIL
12.5’, 16’ RADIUS
W/8 FEET POSTS
USE SCHEDULE I FOR APPROACH RAILING. WHEN A RAIL
W/8 FEET POSTS
WITH ANCHOR
S.B. GUARDRAIL
12.5’, 16’ RADIUS
W/8 FEET POSTS
WITH ANCHOR
S.B. GUARDRAIL
12.5’, 16’ RADIUS
36
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
8SHEET OF
EPD
SJLCDL
RHBDETAIL SHEET 1
SECTION
APPROACH
GUARDRAIL
END EXISTING BRIDGE RAILING, GALVANIZED BOX BEAM
SEE SHEET FOR
FACE 0F CURB
EXISTING SHELF BRACKET
(TYP.)
EXISTING BRIDGE POST
(TYP.) BRIDGE RAIL
END POST FASCIA
CL3’-6"
CL
(TYP.)
STEEL POST
W6 x 9
3’-1�"
6" x 6" x �" STRUCTURAL
ANCHORAGE PLATE
(TYP.)
OFFSET BLOCK
TREATED TIMBER
6" x 8" x 14"
POST #2
CL
THIS SHEET
APPROACH SECTION INFORMATION ON
POST SPACING VARIES. SEE GUARDRAILCL
POSTS #3
THRU #14
STEEL BEAM GUARDRAIL
HEAVY DUTY, GALVANIZED6 - �" DIA. x 2" HEX HEAD
ANCHORAGE CONNECTOR
DETAILS AT POST #1
CONNECTION/TRANSITION
4 - �" DIA. x 4�" AASHTO M 164
WASHERS INSIDE (�" DIA. HOLES)
GALV. BOLTS W/NUTS AND LOCK
PLAN
NO.
POSTSPACING
3’-1�"1
2
3
4
5
6
14
13
12
11
10
9
8
7
3’-1�"
3’-1�"
3’-1�"
3’-1�"
3’-1�"
3’-1�"
3’-1�"
4’-2"
4’-2"
4’-2"
6’-3"
6’-3"
AP
PR
OA
CH S
EC
TIO
N,
TY
PE I
50’-
0"
PA
Y
LE
NG
TH
GU
AR
DR
AIL
WASHERS INSIDE (�" DIA. HOLES)
GALV. BOLTS W/NUTS AND LOCK
4-�" DIA. x 4�" AASHTO M 164
EXISTING BRIDGE RAILING
EXISTING BRIDGE POST
(TYP.)
EXISTING SELF BRACKET
(TYP.)
BRIDGE END POST
3’-6"CL CL
3’-1�"
POST #1
ANCHORAGE
CONNECTORWASHER (1�" DIA. HOLE)
GALV. BOLT W/NUT &
1" DIA. x 6"
ANCHORAGE PLATE
POST SPACING VARIES. SEE GUARDRAIL
THIS SHEET
APPROACH SECTION INFORMATION ON
POST #3 THRU #14POST #2
HEAVY DUTY, GALVANIZED
STEEL BEAM GUARDRAIL
CL CL
1’-0"
2’-
3" (T
YP.) B
Y
PO
ST #9
�" DIA. HOLE FOR
@ POSTS #3 - #14
�" DIA. x 9�" GALV. BOLT
�" DIA. HOLE FOR
BOLT @ POST #2
�" DIA. x 9�" GALV.
2’-
5�
" A
T
PO
ST #1
WASHER BACK
WASHER FRONT & LOCK
�" DIA. BOLTS W/PLAIN
@ 5" FOR
6-�" DIA. HOLES
DETAILS)
(SEE SHEET FOR
TUBING OFFSET BLOCK
(�" DIA. HOLES)
WASHER BACK
WASHER FRONT & LOCK
GALV. BOLTS W/NUTS,PLAIN
(SEE SHEET FOR DETAILS)
DETAILS)
(SEE SHEET FOR
50’-0" PAY LIMITS ITEM 621.70 GUARDRAIL APPROACH SECTION GALVANIZED, TYPE I
ELEVATION
GUARDRAIL APPROACH SECTION DETAIL
STP 2713(1)
CAMBRIDGE-FAIRFAX
9
9
9
9
p07B182.dgn
p07B182_8.iNOT TO SCALE
TYPE I
SECTION, GALVANIZED
GUARDRAIL APPROACH
ITEM 621.70
36
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
9SHEET OF
EPD
SJLCDL
RHBDETAIL SHEET 2
SECTION
APPROACH
GUARDRAIL
+-
C POST #1L
W6 x 9 x 6’-0"
STEEL POST
6" x 6" x�" STRUCTURAL
TUBING OFFSET BLOCK
M 164 W/NUT AND WASHER
1" DIA. x 6" GALV. BOLT AASHTO
ANCHORAGE PLATE
�" x 13" x 4’-0"
�"
HEAVY DUTY STEEL
BEAM GUARDRAIL
3�
"
(TYP.)
5"
�" DIA. x 2" BOLTS WITH NUTS
(6 REQUIRED TOTAL)
(�" DIA. HOLES) (TYP.)
AND LOCK WASHERS BACK
PLAIN WASHERS FRONT
2 - �" DIA. x 1�" BOLTS WITH NUTS,
LOCK WASHERS BACK
PLAIN WASHERS FRONT &
2" (SNUG FIT) x 12" x 10"
TREATED TIMBER BLOCK
ANCHORAGE CONNECTOR
EXISTING BRIDGE RAILING
~
5" 5"
6�"
6�"
5�"
1�" 3" 1�"
3"
1’-6"
PLAN
WASHERS (�" DIA. HOLES)
GALV. BOLTS W/NUTS AND LOCK
�" DIA. X 4�" AASHTO M 164
CONNECTOR
ANCHORAGE
EXISTING BRIDGE
RAILING
1’-2�
"
ST
EE
L
BE
AM
GU
AR
DR
AIL
HE
AV
Y
DU
TY
7�
"
AN
CH
OR
AG
E P
LA
TE
1’-1"
CONNECTOR
ANCHORAGE
ELEVATION
�" DIA. HOLES
1�" DIA. HOLE
�" x 2�" SLOT
6�
"
5�"
4’-0"
6�"5"5"5"5"5"6�"5�"
6�
"
1’-1"
6"
ANCHORAGE PLATE DETAIL
CONNECTION DETAILS AT POST #1
�"
(TYP.)
1’-2�"
(TY
P.)
3�
"
7"
HOLES (TYP.)
�" DIA. BOLT
7�"
(TYP.)
2" (TYP.)
(TYP.)
�"
2�
"
1�"
(TYP.)
1"
(TYP.)
3�"
(SEE NOTE 8)
(TYP.)
1"
1�"
(TYP.)
(TYP.)�"
3�"
(TYP.)
6"
3"
1�" DIA. HOLE
FACE ONLY)
(ON FRONT
TS 6" x 6" x�" x 1’-2" LONG
5"
5"
7"
1’-2"
(OCCURS AT POST #1 WHEN USING APPROACH RAIL UTILIZING STEEL POSTS)
6"
3"
1�"
1�"
�" DIA. HOLES
ONLY)
(ON BACK FACE
NOTES:
9.
8.
7.
6.
5.
4.
3.
2.
1.
L
+-
(TYP.)
BTC-P4
ANCHORAGE CONNECTOR DETAIL
STRUCTURAL TUBING OFFSET BLOCK DETAILS
STP 2713(1)
CAMBRIDGE-FAIRFAX
p07B182.dgn
p07B182_9.iNOT TO SCALE
NECESSARY HARDWARE.
BEAM GUARDRAIL, POSTS, OFFSET BLOCKS, BLOCKING, BOLTS, AND ALL
INCLUDE ANCHORAGE CONNECTOR, ANCHORAGE PLATE, HEAVY DUTY STEEL
THE UNIT PRICE BID FOR THE GUARDRAIL APPROACH SECTION SHALL
ALLOWABLE DIMENSIONAL TOLERANCE FOR BENT SECTIONS IS �".
OF POST #1 FOR TYPE I.
APPROACH RAILING SHALL BE HEAVY DUTY STEEL BEAM FOR 50’-0" FROM THE C
TO AASHTO M 111 AFTER FABRICATION.
STRUCTURAL TUBING OFFSET BLOCK SHALL BE AASHTO M 183 GALVANIZED
AASHTO M 232 AFTER FABRICATION.
ALL BOLTS, NUTS AND WASHERS SHALL BE ASTM A 325 GALVANIZED TO
GRADE 250 GALVANIZED TO AASHTO M 111 AFTER FABRICATION.
ANCHORAGE CONNECTOR AND ANCHORAGE PLATE SHALL BE AASHTO M 270M/M 270,
APPROACH RAIL SPLICES SHALL LAP IN DIRECTION OF TRAFFIC FLOW.
UNLESS OTHERWISE SPECIFIED IN THE CONTRACT.
ACCORDANCE WITH SECTION 728 "GUARDRAIL, GUIDE POSTS AND BARRIERS"
ALL POSTS FOR HEAVY DUTY STEEL BEAM GUARDRAIL SHALL BE STEEL IN
REFER TO STANDARD G-1 FOR ADDITIONAL RAIL DETAILS.
36
PROJECT NAME:
PROJECT NUMBER:
DRIVES
DETAILS FOR
HANDWORK
29-DEC-2014 13:45
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PLOT FILE:
FILE NAME:
10SHEET OF
EPD
SJLCDL
SJL
BUTT JOINT
2"
EDGE OF PAVEMENT (SHOULDER)
PLAN
A
A
NOTES:
LEGEND
HANDWORK DETAILS FOR DRIVES
VT ROUTE 104
BU
TT J
OIN
T
(SH
OU
LD
ER)
ED
GE
OF P
AV
EM
EN
T
BU
TT J
OIN
T (P
AV
ED
DRIV
ES)
VE
RTIC
AL
CU
T (G
RA
VE
L
DRIV
ES)
VERTICAL CUT (GRAVEL DRIVES)BUTT JOINT (PAVED DRIVES)
p07B182_10.i
STP 2713(1)
CAMBRIDGE-FAIRFAX
p07B182.dgn
NOT TO SCALE
THE RESIDENT ENGINEER
OR AS DIRECTED BY
4’-0" FOR RESIDENTIAL DRIVES
4’-0" FOR COMMERICIAL DRIVES
2’-0" FOR FIELD DRIVES
(HAND-PLACED BITUMINOUS CONCRETE MATERIAL, DRIVES)".
DIRECTLY BUT WILL BE CONSIDERED INCIDENTAL TO ITEM 900.675 "SPECIAL PROVISION
3. EXCAVATION OR FILL NEEDED TO ACHIEVE PROPER DRIVE SLOPES WILL NOT BE PAID
PROVISION (HAND-PLACED BITUMINOUS CONCRETE MATERIAL, DRIVES)".
BE PAID DIRECTLY BUT WILL BE CONSIDERED INCIDENTAL TO ITEM 900.675 "SPECIAL
INCLUDING POWER EQUIPMENT, AND FOR FILLING JOINTS, CRACKS AND HOLES WILL NOT
2. THE COST OF PLACING SUBBASE MATERIAL, CLEANING EXISTING PAVED SURFACES,
1. PAVING LIFT NOT TO EXCEED 2" (50mm)
2"
BU
TT J
OIN
T
(SH
OU
LD
ER)
ED
GE
OF P
AV
EM
EN
T
BU
TT J
OIN
T ( P
AV
ED
DRIV
ES)
VE
RTIC
AL
CU
T (G
RA
VE
L
DRIV
ES)
COLD PLANE AND PAVE AREASECTION A-A
LEVEL AND OVERLAY AREASECTION A-A
DRIVES)"
BITUMINOUS CONCRETE MATERIAL,
"SPECIAL PROVISION (HAND-PLACED
BITUMINOUS PAVEMENT, ITEM 900.675
36
PROJECT NAME:
PROJECT NUMBER:
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PLOT FILE:
FILE NAME:
11SHEET OF
EPD
SJLCDL
SJL
p07B182_11.i
STP 2713(1)
CAMBRIDGE-FAIRFAX
p07B182.dgn
NOT TO SCALESHEET
INVENTORY
CULVERT
36
PROJECT NAME:
PROJECT NUMBER:
STATE OF VERMONTAGENCY OF TRANSPORTATION
QUANTITIES
DETAILED SUMMARY OF QUANTITIES
ITEMS
DETAILED SUMMARY OF QUANTITIES
ITEMSUNITQUANTITIES
SUMMARY OF ESTIMATED QUANTITIES
QUANTITIES
GRAND TOTALUNIT ITEMS
ITEM
NO.ROUNDING UNITBRIDGE
1
ROADWAYCE
FULL
TON
LU
SY
SY
SY
-
-
CY
CY
SY
EARTH BORROW 203.30 -
TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) 204.22
210.10
-
-
EST
EST
EST
LU
LU
LU
HR
HR
HR
HR
HR
CY
402.13
406.50
490.31
490.32
490.34
608.15
608.25
608.30
608.31
608.37
613.10
AIR VOIDS PAY ADJUSTMENT (N.A.B.I.)
MAT DENSITY PAY ADJUSTMENT (N.A.B.I.)
LONGITUDINAL JOINT COMPACTION PAY ADJUSTMENT
(N.A.B.I.)
POWER GRADER RENTAL
ALL PURPOSE EXCAVATOR RENTAL, TYPE 1
POWER BROOM RENTAL, TYPE I
TRUCK RENTAL
STONE FILL, TYPE 1
TOTAL
ROUNDING
VT ROUTE 104
TYPE 1VSTON
TON TYPE IVS
LEVELING COURSE
TON
ROUNDING
TOTAL
TON
EST
EST
AGGREGATE SHOULDERS, RAP
-LU 490.33SURFACE TOLERANCE PAY ADJUSTMENT (N.A.B.I.)
13
COLD PLANING - BITUMINOUS PAVEMENT
4516.10
-525.55BRIDGE RAILING REPAIR, TYPE 1I
580.20
-525.10REMOVAL OF EXISTING RAILINGLF
LF
COARSE AGGREGATE
RAPID SETTING CONCRETE REPAIR MATERIAL WITH CF
LF
10
TON 490.30
-
300.7
201.31THINNING AND TRIMMING FOR SIGNS
LF -
WEARING COURSE
SUPERPAVE BITUMINOUS CONCRETE PAVEMENT
POWER BROOM RENTAL, TYPE II
1 1
1 1
1 1
1 1
1 1
1 1
1 1
20000 20000 20000
300.7
4473.6
TON303.1
13404.9
310310
580580
230230
110110
11601160
ESTHR 608.40LOADER RENTAL, TYPE I
616.47TON BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
FILE NAME:
SHEET OF
EPD
SJLCDL
SJL
QUANTITY SHEET #1 12
CY 203.162 2 SOLID ROCK EXCAVATION
1375 1375
20500 20500
18001800
130 130
604.412 -
-604.415
18 18
44
CLASS 1
REHAB. DROP INLETS, CATCH BASINS, OR MANHOLES,
CLASS 11
REHAB. DROP INLETS, CATCH BASINS, OR MANHOLES,
900900
20500
618.10PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCHSY6 6
287.4
287.4
20212.6
175 175
175 175
0.44
0.86
725
CAMBRIDGE-FAIRFAX
STP 2713(1)
616.35LF -TREATED TIMBER CURB
616.41LF -REMOVAL OF EXISTING CURB
10
725
10
10 10
301.28SUBBASE OF CRUSHED GRAVEL, FINE GRADED
BITUMINOUS CONCRETE CURB, TYPE A 616.305
p07B182.dgn
-
BRIDGE EXPANSION JOINT, ASPHALTIC PLUG
100 100
CY 203.151 1 0.1COMMON EXCAVATION
617.7 TON PULL OFFS
SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IVS)
EA
EA
EA
105 105
EST
1
TON SPOT LEVELING900.0
3030
COLD PLANING, BITUMINOUS PAVEMENT
PRICE ADJUSTMENT, ASPHALT CEMENT (N.A.B.I.)
5000 5000 20.7TON
TOWN HIGHWAYS
36
LF
619.17
621.20STEEL BEAM GUARDRAIL, GALVANIZED
YIELDING MARKER POSTS -
LF 621.205
621.50 -MANUFACTURED TERMINAL SECTION, FLAREDEA
W/8 FEET POSTS
PROJECT NAME:
PROJECT NUMBER:
STATE OF VERMONTAGENCY OF TRANSPORTATION
QUANTITIES
DETAILED SUMMARY OF QUANTITIES
ITEMS
DETAILED SUMMARY OF QUANTITIES
ITEMSUNITQUANTITIES
SUMMARY OF ESTIMATED QUANTITIES
QUANTITIES
GRAND TOTALUNIT ITEMS
ITEM
NO.ROUNDING UNITBRIDGE ROADWAY
CE
FULL
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
FILE NAME:
EPD
SJLCDL
SJL
QUANTITY SHEET #2 13
2
-
-
HR 630.10UNIFORMED TRAFFIC OFFICERS
HR
LS
LS
DL
LS
LS
FLAGGERS 630.15
-
-
-
-
631.10
631.17
631.26
635.11
641.10
641.15
FIELD OFFICE, ENGINEERS
TESTING EQUIPMENT, BITUMINOUS
FIELD OFFICE TELEPHONE (N.A.B.I.)
MOBILIZATION/DEMOBILIZATION
TRAFFIC CONTROL
PORTABLE CHANGEABLE MESSAGE SIGNEA
LF 621.80REMOVAL AND DISPOSAL OF GUARDRAIL
621.60 -EA
EST
1 1
1 1
1 1
1 1
3000 3000
4 4
116116
54 54
18 18
300300
25002500
BEGIN OPTION AA
LF 646.40294000 94000 DURABLE 4 INCH WHITE LINE, THERMOPLASTIC
LF 646.40394000 94000 DURABLE 4 INCH WHITE LINE, EPOXY PAINT
LF 646.40494000 94000 DURABLE 4 INCH WHITE LINE, POLYUREA
END OPTION AA
1714
1714
1714
LF 646.41280000 80000
BEGIN OPTION BB
DURABLE 4 INCH YELLOW LINE, THERMOPLASTIC
LF 646.41380000 80000
LF 646.41480000 80000
DURABLE 4 INCH YELLOW LINE, EPOXY PAINT
DURABLE 4 INCH YELLOW LINE, POLYUREA
END OPTION BB
2104
2104
2104
646.482
BEGIN OPTION CC
646.483
646.484
END OPTION CC
DURABLE 24 INCH STOP BAR, THERMOPLASTIC
DURABLE 24 INCH STOP BAR, EPOXY PAINT
DURABLE 24 INCH STOP BAR, POLYUREA
21
21
21
LF
LF
LF
-EA 629.20ADJUST ELEVATION OF VALVE BOX
618.30 -DETECTABLE WARNING SURFACESF88
621.70 -EA GUARDRAIL APPROACH SECTION, GALVANIZED TYPE 1
CAMBRIDGE-FAIRFAX
STP 2713(1)
4 4
7125 7125
18725 18725
470470
470
470 470
470
p07B182.dgn
LF 621.215
W/8 FEET POSTS
HD STEEL BEAM GUARDRAIL, GALVANIZED130 130 -
9500 9500 38.25
18.75
4
EST
EA
0.5
SHEET OF
STEEL BEAM GUARDRAIL, GALVANIZED
ANCHOR FOR STEEL BEAM RAIL
36
4
ROADWAY
NON-FEDERAL
PARTICIPATING
CWT
LF
LF
EA
LB
LB
TON
CY
SY
646.602
646.612
646.76
651.15
651.18
651.20
651.35
653.20
LINE STRIPING TARGETS
SEED
FERTILIZER
AGRICULTURAL LIMESTONE
TOPSOIL
TEMPORARY EROSION MATTING
EA 676.10DELINEATOR WITH STEEL POST
-LU 690.50PRICE ADJUSTMENT, FUEL (N.A.B.I.)
SY 649.31GEOTEXTILE UNDER STONE FILL
SY SPECIAL PROVISION (HAND-PLACED BITUMINOUS
CONCRETE MATERIAL, DRIVES)
900.675
EA 676.12REMOVAL OF EXISTING DELINEATOR
95
88
2714
2104
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
95000 95000
80000 80000
9543504350
47
14
1 1
3300 3300
11001100
PROJECT NAME:
PROJECT NUMBER:
STATE OF VERMONTAGENCY OF TRANSPORTATION
QUANTITIES
DETAILED SUMMARY OF QUANTITIES
ITEMS
DETAILED SUMMARY OF QUANTITIES
ITEMSUNITQUANTITIES
SUMMARY OF ESTIMATED QUANTITIES
QUANTITIES
GRAND TOTALUNIT ITEMS
ITEM
NO.ROUNDING UNITBRIDGE ROADWAY
CE
FULL
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
FILE NAME:
EPD
SJLCDL
SJL
QUANTITY SHEET #3 14
3
EA 646.692TEMPORARY LETTER OR SYMBOL, PAINT -
4100 4100
115 115
750 750
1120 1120
8700 8700
3 3
70 70
70 70
0.2
2.7
CAMBRIDGE-FAIRFAX
STP 2713(1)
646.492
BEGIN OPTION DD
646.493
646.494
END OPTION DD
DURABLE LETTER OR SYMBOL, THERMOPLASTIC
DURABLE LETTER OR SYMBOL, EPOXY PAINT
DURABLE LETTER OR SYMBOL, POLYUREA
-
-
-
EA
EA
EA
69 69
69
6969
69
LF 646.682TEMPORARY 24 INCH STOP BAR, PAINT 21470 470
p07B182.dgn
69 69
651.25 -7 7 TON HAY MULCH
16
900.680TON50 50
900.683
SURFACE PREPARATION, TYPE 1)
(RS-1H OR CRS-1H)
EST
EST
EST
SPECIAL PROVISION (BITUMINOUS CONCRETE PAVEMENT
SPECIAL PROVISION(EMULSIFIED ASPHALT)
350
104.8
TOPSOIL
ITEM DETAIL SUMMARY SHEET
SHEET OF
FROM DITCHING AREA756
1120
14
TOTAL
ROUNDING
36
STATE OF VERMONTAGENCY OF TRANSPORTATION
BEGIN
STATION
END
STATION POS.
EACH
REMARKSPOSTS
MARKER
YIELDING
619.17
EACH LF
GALV
G.R.,
BEAM
STEEL
621.20
OF G.R.
& DISP.
REMOVE
621.80
LF
676.10
POSTS
STEEL
WITH
DELINE.
EACH
203.30
CY
BORROW
EARTH
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SHEET 1
SUMMARY
DETAIL
ITEM
EPD
SJLCDL
SJL
PLOT FILE: 15
CLASS I
D.I.
REHAB.
604.412
EACH
deline.
exist.
of
removal
676.12621.50
EACH
flared
SECTION,
TERMINAL
MANUF.
ITEM DETAIL SUMMARY SHEET 1
subtotal
CAMBRIDGE
lt&rt
p07B182_15.i
LF
616.35
CURB
TIMBER
TREATED
FOR SIGNS
TRIMMING
THINNING/
201.31
EACH
1
lf
29+01 34+63.5 rt
29+64 lt33+64
38+57 lt41+32
38+57 rt
44+65 lt46+90
52+99 rt57+49
53+05 lt58+80
rt66+0063+12.5
rt77+01 86+88.5
rt88+92 93+42
rt95+44 97+94
fairfax
rt1+04.5 6+67
lt7+073+07
rt9+82 11+94.5
2
2
2
1
2
2
2
2
2
1
1
1
2
2
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
1
2
2
2
2
2
2
2
2
2
2 24001
46
52
0+00.00 103+85.77
0+00.00 LT&RT 1
10
10
10
5
10
10
10
10
10
10
10
10
10
10
50
50
50
25
50
50
50
50
50
25
25
25
50
25
616.47
TON
ISLANDS
AND TRAF.
GUTTERS
BIT. CONC.
EACH
CLASS II
D.I.
REHAB.
604.415 629.20
box
valve
elev.
adjust
4312
575 12 3 - - 23 4 27 27
TON
402.13
RAP
SHOULD.
AGG.
1625
1158
467
posts
w/8ft
galv.
beam g.r.
steel
621.205525.10
railing
exist.
of
removal
lf
525.55
lf
type ii
repair
railing
bridge
621.60
g.r.
for s.b.
anchor
each
STA. 33+26.5
INSTALL FLARED MTS @ STA. 29+64 AND
INSTALL FLARED MTS @ STA. 38+57 AND
STA. 40+94.5
estimated quantities to be used as
directed by the resident engineer
INSTALL FLARED MTS @ STA. 29+01 AND
STA. 34+26
INSTALL FLARED MTS @ STA. 44+65 AND
STA. 46+52.5
INSTALL FLARED MTS @ STA. 52+99 AND
STA. 57+11.5
INSTALL FLARED MTS @ STA. 53+05 AND
STA. 58+42.5
INSTALL FLARED MTS @ STA. 63+12.5 AND
STA. 65+62.5
INSTALL FLARED MTS @ STA. 77+01 AND
STA. 86+51
INSTALL FLARED MTS @ STA. 9+82 AND
STA. 11+57
487.5
325
200
150
375
500
212.5
912.5
137.5
562.5
400
275
225
450
575
287.5
987.5
425
225
562.5
212.5
278+57.00
INSTALL FLARED MTS @ STA. 38+57 CONNECT
621.70
type i
galv.
section
apprch
g.r.
6 -
STP 2713(1)
CAMBRIDGE-FAIRFAX
ea
98
p07B182.dgn
1414.5
1214.5
2
INSTALL FLARED MTS @ STA. 88+92 AND 12’-6"
2
lf
621.215
posts
w/8ft
galv.
beam g.r.
H.D.steel
48+19.5 400525 962.5
2102 -
377
6550
TO EXISTING guardRAIL AT STA. 48+19.5
STA. 95+44 AND FLARED MTS @ STA. 97+56.5
INSTALL 12’-6"LONG, 16’ RADIUS WITH anchor @
- -
651.35
TOPSOIL
CYEACH
135
INSTALL FLARED MTS @ STA. 1+04.5 AND 25’-0"LONG,
16’ RAD. WITH anchors @ STA. 6+54.5 & sta. 6+67
16’ RADIUS WITH anchor @ STA. 6+87 & sta. 7+07
INSTALL FLARED MTS @ STA. 3+07 AND 31’-3"LONG,
LONG, 16’ RADIUS WITH anchor @ STA. 93+42
3656
527
36
VALVE BOXES ARE MONITORING WELLS TO BE PAID AS ROADWAY ITEMS
NON-FEDERAL PARTICIPATING
1
47+75
02
24
STATE OF VERMONTAGENCY OF TRANSPORTATION
BEGIN
STATION
END
STATION POS.
EACH
REMARKSPOSTS
MARKER
YIELDING
619.17
EACH LF
GALV
G.R.,
BEAM
STEEL
621.20
OF G.R.
& DISP.
REMOVE
621.80
LF
676.10
EACH
203.30
CY
BORROW
EARTH
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SHEET 2
SUMMARY
DETAIL
ITEM
EPD
SJLCDL
SJL
PLOT FILE: 16
CLASS I
D.I.
REHAB.
604.412
EACH
676.12621.50
EACH
flared
SECTION,
TERMINAL
MANUF.
651.35
ITEM DETAIL SUMMARY SHEET 2
subtotal
p07B182_16.i
LF
616.35
CURB
TIMBER
TREATED
FOR SIGNS
TRIMMING
THINNING/
201.31
EACH
-
rt21+72 24+72
lt22+13 26+50.5
rt
lt
lt78+87 87+49.5
rt79+03 82+53
rt82+88 88+13
rt90+20 101+45
lt133+72.5 136+22.5
rt134+22 139+47
lt136+52
rt142+29
rt148+81 159+18.5
lt153+56 156+06
rt160+05 183+80
1
2
2
1
1
1
2
1
2
2
2
2
2
2
2
1
2
2
2
2
2
2
2
1
2 21
2
2
2
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
10
10
10
10
10
10
10
5
10
10
10
25
50
50
25
25
25
50
25
25
50
25
10
10
10
10
50
50
50
50
616.47
TON
ISLANDS
AND TRAF.
GUTTERS
BIT. CONC.
EACH
CLASS II
D.I.
REHAB.
604.415
EACH
629.20
box
valve
elev.
adjust
- - - - - 23 - 29 29575
402.13
RAP
SHOULD.
AGG.
TON
-
posts
w/8ft
galv.
beam g.r.
steel
lf
621.205 621.60
each
g.r.
for s.b.
anchor
POSTS
STEEL
WITH
DELIN.
delin.
exist.
of
removal
525.10
railing
exist.
of
removal
lf
525.55
lf
type ii
repair
railing
bridge
INSTALL FLARED MTS @ STA. 21+72 AND
STA. 24+34.5
INSTALL FLARED MTS @ STA. 22+13 AND
STA. 26+13
STA. 101+07.5
INSTALL FLARED MTS @ STA. 90+20 AND
INSTALL FLARED MTS @ STA. 134+22 AND
STA. 139+09.5
STA. 155+68.5
INSTALL FLARED MTS @ STA. 153+56 AND
225
362.5
1075
450
327
175
250
300
437.5
350
525
1125
525
887.5
325
1012.5
250
862.5
9825
23752337.5
500
87.5
87.5 87.5
87.5
175175
to existing guardrail at sta. 183+80
INSTALL FLARED MTS @ STA. 160+05, connect
621.70
type i
galv.
section
apprch
g.r.
6 -
STP 2713(1)
CAMBRIDGE-FAIRFAX
ea
314.5
INSTALL 12’-6" LONG, 16’ RADIUS WITH anchor
@ sta. 82+88 and FLARED MTS @ STA. 87+75.5
489.5
214.5
INSTALL 12’-6" LONG, 16’ RADIUS WITH anchor
1
1
1
1
p07B182.dgn
lf
621.215
posts
w/8ft
galv.
beam g.r.
H.D.steel
237.5 65
65112.5
1 INSTALL 12’-6" LONG, 16’ RADIUS WITH anchor @
STA. 148+81 AND FLARED MTS @ STA. 158+81
502
145+91.5 1 INSTALL FLARED MTS @ STA. 142+29 AND 12’-6"
30+18.5 34+68.5
30+18.5 33+43.5
INSTALL FLARED MTS @ STA. 30+18.5 AND
INSTALL FLARED MTS @ STA. 30+18.5 AND
787.5 INSTALL FLARED MTS @ STA. 78+87 AND
STA. 87+12
@ sta. 136+52 and FLARED MTS @ STA. 145+14.5
4943.5
STA. 33+06
362.5
237.5
145+52
130
864.5
4031
STA. 34+31
INSTALL FLARED MTS @ STA. 79+03 AND 12’-6"
LONG, 16’ RADIUS WITH anchor @ sta. 136+22.5
INSTALL FLARED MTS @ STA. 133+72.5 and 12’-6"
CY
TOPSOIL
145
LONG, 16’ RADIUS WITH anchor @ sta. 82+53
LONG, 16’ RADIUS WITH anchor @ STA. 145+91.5
36
AND 35’ LESS OF 621.205
NOTE: 35’ MORE OF 621.215
202.5
77.5
100
100
262.5
1 1
+ 30’
FOR DOUBLE SPACING
4941 200 22 7
rt184+16 185+41
rt190+32 193+07
rt193+54 197+91.5
lt193+17.5 194+80
lt195+88.5 198+76
rt253+70 259+57.5
lt266+90 269+15
rt
1
2
1
2
2
1
2
1
2
2
2
1
1
1
2
1
2
2
2
1
1
275
5
10
5
10
10
25
50
50
50
50
lt255+78248+14
lt204+83198+43
RT203+78197+77
STATE OF VERMONTAGENCY OF TRANSPORTATION
BEGIN
STATION
END
STATION POS.
EACH
REMARKSPOSTS
MARKER
YIELDING
619.17
EACH LF
GALV
G.R.,
BEAM
STEEL
621.20
OF G.R.
& DISP.
REMOVE
621.80
LF
676.10
EACH
203.30
CY
BORROW
EARTH
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SHEET 3
SUMMARY
DETAIL
ITEM
EPD
SJLCDL
SJL
PLOT FILE: 17
CLASS I
D.I.
REHAB.
604.412
EACH
676.12621.50
EACH
flared
SECTION,
TERMINAL
MANUF.
651.35
ITEM DETAIL SUMMARY SHEET 3
p07B182_17.i
LF
616.35
CURB
TIMBER
TREATED
FOR SIGNS
TRIMMING
THINNING/
201.31
EACH
1
616.47
TON
ISLANDS
AND TRAF.
GUTTERS
BIT. CONC.
EACH
CLASS II
D.I.
REHAB.
604.415
EACH
629.20
box
valve
elev.
adjust
lt289+15 289+22
1 575 13512 3 - - 23 4 27 27subtotal sheet 15
subtotal sheet 16
subtotal this sheet
total
rounding
- - - - - - 23 - 29 29145575
- 225 8 14 1418
1375
-
350
-
18 4
- - -
116
- -
54
- - -
4 70 70
TON
402.13
RAP
SHOULD.
AGG.
-
13
1625
1800
525.10
railing
exist.
of
removal
lf
525.55
lf
type ii
repair
railing
bridge
posts
w/8ft
galv.
beam g.r.
steel
lf
621.205
delin.
exist.
of
removal
POSTS
STEEL
WITH
DELIN.
LF
621.60
g.r.
for s.b.
anchor
INSTALL FLARED MTS @ STA. 193+17.5 AND
STA. 194+42.5
INSTALL FLARED MTS @ STA. 195+88.5 AND
STA. 198+38.5
87.5
212.5 287.5
162.5
437.5
125
591.5
177
70.75
587.5
225
118.75
9825
268+02.5 269+21.25
lt270+79
rt270+90
271+41.5 62.514.5
50
1 1
1 1
INSTALL 12’-6" LONG, 16’ RADIUS WITH
INSTALL 12’-6" LONG, 16’ RADIUS WITH
INSTALL 12’-6" LONG, 16’ RADIUS WITH
INSTALL 12’-6" LONG, 16’ RADIUS WITH
INSTALL 12’-6" LONG, 16’ RADIUS WITH
87.5
2331.25
2
1
1
1
1
6
6
6
-
18
18LT&RT 16162363+26.40282+54.00
162 16
31.2
33.2
39.6
225
725
725
350
INSTALL FLARED MTS @ sta. 185+03.5
connect to existing guardrail at sta. 184+16
621.70
type i
galv.
section
apprch
g.r.
1
1
1
1
862.25
-
-
-
120
30
STP 2713(1)
CAMBRIDGE-FAIRFAX
connect to existing guardrail at sta. 193+54
175 175
175 175
- -
- -
- -
ea
4
47125
98
18725
p07B182.dgn
lf
621.215
posts
w/8ft
galv.
beam g.r.
H.D.steel
200
AND sTA. 192+69.5
INSTALL FLARED MTS @ STA.190+32
INSTALL MTS @ STA. 197+54
2102
130
130
-
-
-
9500
1
4031
TOPSOIL
CY
400
6550
ANCHOR AT STA.266+90
ANCHOR AT STA.268+02.5
38.25 18.75
10
5
5
5
5
ANCHOR AT STA.253+70 AND STA. 259+57.5
ANCHOR AT STA.271+41.5
REMOVE SIDEWALK AND RECONSTRUCT SIDEWALK RAMP TYPE I, EXAMPLE 1
FROM STANDARD DRAWING C-3A. see table on miscellaneous detail sheet
FOR items and quanities
271+52.5 12.5
991.5
0.5
ANCHOR AT STA.271+52.5
70104
105
3656
4943.5
36
-
75
866.5
200 24
22
9501.75
4941
LOCATION
POS.SITE
0-1 1-2.5 2.5-10
MISC. ITEMS613.10 649.31
FILLSTONEUNDERGEOT.
0-1 1-2.5 2.5-10
PERCENT GRADE
TYP. IFILL
STONE REMARKSSITE
FILLSTONEUNDERGEOT.PERCENT GRADE
TYP. IFILL
STONESTATION POS.STATION
FILLSTONEUNDERGEOT.PERCENT GRADE REMARKS
TYP. IFILL
STONEREMARKS
LOCATION
0-1 1-2.5 2.5-10
MISC. ITEMS
613.10 649.31
LOCATION
STATION POS.STATIONSITE
0-1 1-2.5 2.5-10
MISC. ITEMS
613.10 649.31
CY SY SY CY SY SY CY SY
NOTES:
FEET OF DITCHING FEET OF DITCHING FEET OF DITCHING653.20
MATT.EROS.TEMP.
MATT.EROS.TEMP.
653.20
1 FT
EXIST. DITCH
VARIES
VARIES
(GENERALLY 4 FT)
WIDTH VARIES
(GENERALLY 4 FT)
WIDTH VARIES
EXIST. DITCH
VARIES VARIES
STONE FILL, TYPE 1
NOT TO SCALE
NOT TO SCALE
AS DIRECTED BY THE RESIDENT ENGINEER
TEMPORARY EROSION MATTING OR HAY MULCH
DITCH DETAIL < 2.5 PERCENT
DITCH DETAIL > 2.5 PERCENT
PROJECT NAME:
PROJECT NUMBER:
NOT TO SCALE
DITCH
CLEANING
DETAIL
SHEET
STA. STA.
653.20
MATT.EROS.TEMP.
SY
1
2
3
4
5
6
7
8
9
10
11
13
15
16
17
18
30+57 LT
TOTAL
ROUNDING
GUARDRAIL ENDS/MISC DISTURBED AREAS
VT 104 CAMBRIDGE
2978
104+07 131+74 LT
14
95
1324
88
0+79
39+60 LT
45+41 LT
63+36 LT
71+28 LT
62+15
77+83
96+36 LT
89+76
106+66
LT0+00
22+447+39
31+26 RT
45+36 LT
83+00 LT
99+37 LT
36+33
42+03
48+42
59+66
60+88
73+39
81+47
88+02
98+68
VT 104 FAIRFAX
3+48
25+66
35+75
75+77
88+49
112+15 120+38 RT
RT
LT&RT
RT
LT&RT
RT0+00 1+85
LT&RT
19
327
338
1494
1162
127
888
1489
174
1596
348
185
3010
560
961
723
1088
2767
823
145
150
664
516
395
662
56
236
446
26
52
27
83
1064
2007
116
232
123
373
427
321
484
1230
366
15440
5873
5873
6862 870 3915
41009008700
1750
10
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
CHECKED BY:
PLOT FILE:
FILE NAME:
SHEET OF
EPD
SJLCDL
SJL
18p07B182_18.i
20
35+25 LT33+75 150 67
CAMBRIDGE-FAIRFAX
STP 2713(1)
p07B182.dgn
20
15440SUBTOTAL
32+35 LT31+85 50 22
12
21
86+75 RT86+00 75 33
22
2.
1.
90
BY THE RESIDENT ENGINEER.
GEOTEXTILE UNDER STONE FILL AND ITEM 613.10, STONE FILL TYPE 1 AS DIRECTED
THE RESIDENT ENGINEER. GRADES OVER 2.5 PERCENT SHALL USE ITEM 649.31,
HAY MULCH OR ITEM 653.20, TEMPORARY EROSION MATTING AS DIRECTED BY
HAY MULCH. GRADES BETWEEN 1 AND 2.5 PERCENT SHALL USE ITEM 651.25,
GRADES LESS THAN 1 PERCENT SHALL USE ITEM 651.15, SEED AND ITEM 651.25,
APPLICABLE EQUIPMENT RENTAL ITEM(S).
AND AS DIRECTED BY THE RESIDENT ENGINEER. PAYMENT WILL BE UNDER THE
THE PROJECT SHALL BE PERFORMED AT LOCATIONS IDENTIFIED ON THIS SHEET
EXCAVATION OF PIPE INLET AND OUTLET AREAS AND DITCH CLEANING THROUGHOUT
PLOT DATE:
STONE FILL
GEOTEXTILE UNDER
36
N
VT
ST
AT
E
PL
AN
E
GRID
MA
TC
HLI
NE
ST
A. 13
+75
SE
E
BE
LO
W
1+00
0+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+0010+00
11+0012+00 13+00
TOWN OF CAMBRIDGE
STA. 0+00.00 MM 0.000
WIDTH 30’
EXISTING PAVEMENT
STA. 0+00.00 - STA. 13+75 (SOLID LT & RT)STA. 0+00.00 - STA. 13+75 (SOLID LT & RT)
4’-11’-11’-4’
STA. 0+14 - STA. 0+30 LT
STA. 6+48 LT "STOP"
STA. 6+08 LT "AHEAD"
STA. 0+36 LT "STOP"
STA. 6+48 LT "STOP"
STA. 6+08 LT "AHEAD"
STA. 0+36 LT "STOP"
STA. 0+14 - STA. 0+30 LT
BEGIN PROJECT STP 2713(1)
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
43’
55’
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
STA. 0+14 - STA. 13+75 (SOLID LT & RT, CENTERLINE)
STA. 0+14 - STA. 13+75 (SOLID LT & RT, CENTERLINE)
BEGIN LEVEL/OVERLAY TEMPORARY LETTER OR SYMBOL, PAINT
3’ COVER
48" CPEP
2’ COVER
18" RCP
STA. 2+10
MM 0.040
TH #36
PAVED
GRAVEL
FIELD
GRAVEL
PAVED
3’ COVER
3’ COVER
TO JEFFERSONVILLE
TO UNDERHIL
LNORTHBOUND
SOUTHBOUNDVT ROUTE 104
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
19p07B182_19.i
PROJECT NAME:
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
VERTICAL
HORIZONTAL
DATUM
SHEET 1
LAYOUT
PROJECT
N
VT
ST
AT
E
PL
AN
E
GRID
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 13
+75
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 28
+75
SE
E
NE
XT
SH
EE
T
CAMBRIDGE - FAIRFAX
STP 2713(1)
SHEET OF
p07B182.dgnN/A
N/A
14+0015+00
16+0017+00
18+0019+00
20+0021+00
22+0023+00
24+0025+00
26+0027+00
28+00
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
TEMPORARY LETTER OR SYMBOL, PAINT
TEMPORARY 24 INCH STOP BAR, PAINT
STA. 17+85 LT "STOP" (TH #88)
STA. 17+62 - STA. 17+97 LT (TH #88)STA. 17+62 - STA. 17+97 LT (TH #88)
STA. 17+85 LT "STOP" (TH #88)
STA. 17+93 LT (EDGELINES TH #88)
(WITH BREAKS AT TOWN ROADS)
STA. 13+75 - STA. 28+75 (SOLID LT & RT)
STA. 17+93 LT (CENTERLINE TH #88)
(WITH BREAKS AT TOWN ROADS)
STA. 13+75 - STA. 28+75 (SOLID LT & RT, CENTERLINE)
STA. 17+93 LT (EDGELINES TH #88)
(WITH BREAKS AT TOWN ROADS)
STA. 13+75 - STA. 28+75 (SOLID LT & RT)
STA. 17+93 LT (CENTERLINE TH #88)
(WITH BREAKS AT TOWN ROADS)
STA. 13+75 - STA. 28+75 (SOLID LT & RT, CENTERLINE)
25’-0"
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
CAMBRIDGE GLEN RD
GOODYEAR LN
STA. 17+93
MM 0.340
TH #88
6’ COVER
BOX CULVERT
2’ COVER
24" RCP
2’ COVER
24" CPEP
GRAVELGRAVEL
GRAVEL
GRAVEL
FIELD
GRAVEL
1’ COVER
15" CPEP
10’ COVER
1’ COVER
15" CMP
6’ COVER
4’ COVER
24" CPEP
3.5’ COVER
36
CL
SEE C/O #4
STA 0+00 ~ 103+11
RUMBLE STRIP
GUARDRAIL STA. 48+19.5 RT
CONNECT TO EXISTING
37’-6"
25’
N
VT
ST
AT
E
PL
AN
E
GRID
MA
TC
HLI
NE
ST
A. 28
+75
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 43
+50
SE
E
BE
LO
W
29+00 30+0031+00
32+0033+00
34+0035+00 36+00 37+00 38+00
39+0040+00
41+00
42+00
43+00
STA. 28+75 - STA. 43+50 (SOLID LT & RT) STA. 28+75 - STA. 43+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 40+94.5 - STA. 41+32 LT
STA. 38+57 - STA. 38+94.5 RT
STA. 38+57 - STA. 38+94.5 LT
STA. 34+26 - STA. 34+63.5 RT
STA. 33+26.5 - STA. 33+64 LT
STA. 29+64 - STA. 30+01.5 LT
STA. 29+01 - STA. 29+38.5 RT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 38+57 - STA. 43+50 RT
STA. 38+57 - STA. 41+32 LT
STA. 29+64 - STA. 33+64 LT
STA. 29+01 - STA. 34+63.5 RT
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 42+94.5 - STA. 43+50 RT
STA. 30+01.5 - STA. 33+26.5 LT
STA. 29+38.5 - STA. 34+26 RT
STA. 38+94.5 - STA. 42+94.5 RT
STA. 38+94.5 - STA. 40+94.5 LT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
SEE DETAIL ON SHEET 4
PAVE EXISTING GRAVEL PULL OFF
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
VT ROUTE 104
STA. 28+75 - STA. 43+50 (SOLID LT & RT, CENTERLINE) STA. 28+75 - STA. 43+50 (SOLID LT & RT, CENTERLINE)
30’ COVER
48" RCP
GRAVEL
GRAVEL
12’ COVER
30’ COVER
15" CMP
1.5’ COVER
12" CMP
1.5’ COVER
15" CMP
DATUM
VERTICAL
HORIZONTAL
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
SHEET 2
LAYOUT
PROJECT
N
VT ST
ATE PLANE
GRID
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 43
+50
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 57
+75 -
SE
E
NE
XT
SH
EE
T
CAMBRIDGE - FAIRFAX
STP 2713(1)
N/A
N/A
44+0045+00
46+0047+00
48+0049+00
50+0051+00
52+00 53+00 54+0055+00
56+00
57+00
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 57+11.5 - STA. 57+49 RT
STA. 53+05 - STA. 53+42.5 LT
STA. 52+99 - STA. 53+36.5 RT
STA. 46+52.5 - STA. 46+90 LT
STA. 44+65 - STA. 45+02.5 LT
46’-0"
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STA. 53+05 - STA. 57+75 LT
STA. 52+99 - STA. 57+49 RT
STA. 44+65 - STA. 46+90 LT
STA. 43+50 - STA. 47+82 RT
STA. 48+48 - STA. 49+00 RT (TH #66)
STA. 48+70 RT "STOP" (TH #66)
STA. 48+70 RT "STOP" (TH #66)
STA. 48+48 - STA. 49+00 RT (TH #66)
STA. 48+50 RT (EDGELINES TH #66)
(WITH BREAKS AT TOWN ROADS)
STA. 43+50 - STA. 57+75 (SOLID LT & RT)
STA. 48+50 RT (CENTERLINE TH #66)
(WITH BREAKS AT TOWN ROADS)
STA. 43+50 - STA. 57+75 (SOLID LT & RT, CENTERLINE)
STA. 48+50 RT (EDGELINES TH #66)
(WITH BREAKS AT TOWN ROADS)
STA. 43+50 - STA. 57+75 (SOLID LT & RT)
STA. 48+50 RT (CENTERLINE TH #66)
(WITH BREAKS AT TOWN ROADS)
STA. 43+50 - STA. 57+75 (SOLID LT & RT, CENTERLINE)
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 53+42.5 - STA. 57+75 LT
STA. 53+36.5 - STA. 57+11.5 RT
STA. 45+02.5 - STA. 46+52.5 LT
STA. 43+50 - STA. 48+19.5 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
REMOVAL AND DISPOSAL OF GUARDRAIL
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
UTILITY POLE
ADJACENT TO EXISTING
STA. 48+19.5 RT
EXISTING GUARDRAIL
CONNECT TO
RIVER RD
BLUE JAY DR
STA. 48+50
MM 0.919
TH #66
30’ COVER
18" CMP
30’ COVER
36" RCP
30’ COVER
18" CMP
GRAVEL
GRAVEL
GRAVEL
10’ COVER
1’ COVER
12" CMP
30’ COVER
36
STA 47+75
ANCHOR FOR STEEL BEAM RAIL
N
VT ST
ATE P
LA
NE
GRID
MA
TC
HLI
NE
ST
A. 57
+75 -
SE
E
PR
EVI
OU
S
SH
EE
TM
AT
CH
LI
NE
ST
A. 72
+50
SE
E
BE
LO
W
58+0
0
59+0
0
60+00
61+00
62+00
63+0064+00 65+00 66+00
67+0068+00
69+00
70+00
71+00
72+00
STA. 57+75 - STA. 72+50 (SOLID LT & RT) STA. 57+75 - STA. 72+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 65+62.5 - STA. 66+00 RT
STA. 63+12.5 - STA. 63+50 RT
STA. 58+42.5 - STA. 58+80 LT
STA. 63+50 - STA. 65+62.5 RT
STA. 57+75 - STA. 58+42.5 LT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STEEL BEAM GUARDRAIL, GALVANIZEDREMOVAL AND DISPOSAL OF GUARDRAIL
STA. 57+75 - STA. 58+80 LT
STA. 63+12.5 - STA. 66+00 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 57+75 - STA. 72+50 (SOLID LT & RT, CENTERLINE) STA. 57+75 - STA. 72+50 (SOLID LT & RT, CENTERLINE)
8’ COVER
24" RCP
8’ COVER
24" CMP
4’ COVER
36" CPEP
2’ COVER
36" RCP
10’ COVER
24" RCP
8’ COVER
24" RCP 2’ COVER
36" RCP
10’ COVER
24" RCP
GRAVEL
GRAVEL
GRAVEL WOODSDRIVE
6" COVER
15" CPEP
20’ COVER
10’ COVER
4’ COVER15’ COVER
15’ COVER
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
21p07B182_21.i
PROJECT NAME:
CATCH BASIN / DROP INLET
SIGN
WATER VALVE
MANHOLE
HYDRANT
UTILITY POLE
MAILBOX
LEGEND
HORIZONTAL
VERTICAL
DATUM
N
VT
ST
AT
E
PL
AN
E
GRID
SHEET 3
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 72
+50
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 87
+50
SE
E
NE
XT
SH
EE
T
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00
STA. 72+50 - STA. 87+50 (SOLID LT & RT) STA. 72+50 - STA. 87+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT4’-11’-11’-4’
STA. 86+51 - STA. 86+88.5 RT
STA. 77+01 - STA. 77+38.5 RT
STA. 77+38.5 - STA. 86+51 RT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STA. 77+01 - STA. 86+88.5 RT
REMOVAL AND DISPOSAL OF GUARDRAIL
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 72+86 - STA. 80+00 (SOLID LT, DASHED RT, CENTERLINE)
STA. 80+00 - STA. 85+53 (DASHED, CENTERLINE)
STA. 85+53 - STA. 87+50 (DASHED LT, SOLID RT, CENTERLINE)
STA. 72+86 - STA. 80+00 (SOLID LT, DASHED RT, CENTERLINE)
STA. 80+00 - STA. 85+53 (DASHED, CENTERLINE)
STA. 85+53 - STA. 87+50 (DASHED LT, SOLID RT, CENTERLINE)
STA. 72+50 - STA. 72+86 (SOLID LT & RT, CENTERLINE) STA. 72+50 - STA. 72+86 (SOLID LT & RT, CENTERLINE)
3’ COVER
36" CMP
2.5’ COVER
18" RCP
4’ COVER
18" CMP 3’ COVER
18" RCP
10’ COVER
24" RCP 3’ COVER
36" CMP
2.5’ COVER
18" RCP
4’ COVER
18" CMP
DRIVEWOODS
GRAVEL
GRAVELGRAVEL
GRAVEL5’ COVER
36" CMP
6" UD
10’ COVER
72" CMP 5’ COVER
15" CMP 8’ COVER
10’ COVER
10’ COVER
2’ COVER
0’ COVER
15" CMP
1’ COVER
15" CMP
15’ COVER
6" UD
36
GUARDRAIL SECTION
25’ LONG, 16’ RADIUS
GUARDRAIL SECTION
25’ LONG, 16’ RADIUS
GUARDRAIL SECTION
6.25’ LONG, 16’ RADIUS
GUARDRAIL SECTION
25’ LONG, 16’ RADIUS
N
VT S
TAT
E
PLA
NE
GRID
MA
TC
HLI
NE
ST
A. 87
+50
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 102
+25 -
SE
E
BE
LO
W
88+00
89+00
90+0091+00 92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
102+00
STA. 87+50 - STA. 102+25 (SOLID LT & RT) STA. 87+50 - STA. 102+25 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STA. 97+56.5 - STA. 97+94 RT
STA. 88+92 - STA. 89+29.5 RT
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 95+69 - STA. 97+94 RT
STA. 88+92 - STA. 93+17 RT
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 89+29.5 - STA. 93+42 RT
STA. 95+44 - STA. 97+56.5 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
SEE DETAIL ON SHEET 4
PAVE EXISTING GRAVEL PULL OFF
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 95+44 RT
STA. 93+42 RT
BRIDGE #2A
VT ROUTE 104
ON SHEET 35
AROUND PIPE INLET (SEE DETAIL
PLACE STONE FILL TYPE 1
ANCHOR FOR STEEL BEAM RAIL
STA. 87+50 - STA. 92+76 (DASHED LT, SOLID RT, CENTERLINE) STA. 87+50 - STA. 92+76 (DASHED LT, SOLID RT, CENTERLINE)
STA. 92+76 - STA. 102+25 (SOLID LT & RT, CENTERLINE) STA. 92+76 - STA. 102+25 (SOLID LT & RT, CENTERLINE)
2’ COVER
72" CMP
7’ COVER
36" CMP
8’ COVER
24" CMP
3’ COVER
18" CMP
7’ COVER
36" CMP
8’ COVER
24" CMP
6" UNDERDRAIN
GRAVEL
GRAVEL
12’ COVER
15’ COVER
2’ COVER
15" CPEP
12’ COVER
3’ COVER
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
22p07B182_22.i
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
DATUM
VERTICAL
HORIZONTAL
N
VT
ST
AT
E
PL
AN
E
GRID
SHEET 4
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 102
+25 -
SE
E
AB
OV
E
MA
TC
HLI
NE S
TA. 13+50 - S
EE
NE
XT S
HE
ET
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
103+0
0
103+8
6
2+00
0+00
1+00
3+00
4+00
5+006+00 7+00
8+00
9+00
10+00
11+00
12+00
13+00
CAMBRIDGE STA. 103+85.77 =
FAIRFAX STA. 0+00.00
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
(WITH BREAKS AT TOWN ROADS)
STA. 0+00 - STA. 13+50 (SOLID LT & RT)
(WITH BREAKS AT TOWN ROADS)
STA. 0+00 - STA. 13+50 (SOLID LT & RT)
STA. 102+25 - STA. 103+85.77 (SOLID LT & RT)
STA. 102+25 - STA. 103+85.77 (SOLID LT & RT)
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STA. 7+02 - STA. 7+31 LT (TH #47)
STA. 6+95 - STA. 7+25 RT (TH #50)
STA. 7+22 LT "STOP" (TH #47)
STA. 7+07 RT "STOP" (TH #50)
STA. 7+02 - STA. 7+31 LT (TH #47)
STA. 6+95 - STA. 7+25 RT (TH #50)
STA. 7+22 LT "STOP" (TH #47)
STA. 7+07 RT "STOP" (TH #50)
25’-0"
25’-0"
THINNING AND TRIMMING FOR SIGNS
STA. 11+57 - STA. 11+94.5 RT
STA. 9+82 - STA. 10+19.5 RT
STA. 3+07 - STA. 3+44.5 LT
STA. 1+04.5 - STA. 1+42 RT
STA. 7+30 LT (EDGELINES TH #47)
STA. 6+97 RT (EDGELINES TH #50)
STA. 7+30 LT (CENTERLINE TH #47)
STA. 6+97 RT (CENTERLINE TH #50)
STA. 7+30 LT (EDGELINES TH #47)
STA. 6+97 RT (EDGELINES TH #50)
STA. 7+30 LT (CENTERLINE TH #47)
STA. 6+97 RT (CENTERLINE TH #50)
REMOVAL AND DISPOSAL OF GUARDRAIL
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 10+19.5 - STA. 11+57 RT
STA. 3+44.5 - STA. 7+07 LT
STA. 1+42 - STA. 6+69 RT
STA. 9+82 - STA. 11+94.5
STA. 3+07 - STA. 7+07 LT
STA. 1+04.5 - STA. 6+67 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
STA. 7+07 LT
STA. 6+87 LT
STA. 6+67 RT
STA. 6+54.5 RT
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
STA. 8+00 RT (REFER TO DETAIL ON SHEET 6)
FRANKLIN CO.
FAIRFAX
LAMOILLE CO.
CAMBRIDGE
TO
WN
LIN
E
TO
WN
LIN
E
ANCHOR FOR STEEL BEAM RAIL
(WITH BREAKS AT TOWN ROADS)
STA. 0+00 - STA. 13+50 (SOLID LT & RT, CENTERLINE)
STA. 102+25 - STA. 103+85.77 (SOLID LT & RT, CENTERLINE)
STA. 102+25 - STA. 103+85.77 (SOLID LT & RT, CENTERLINE)
(WITH BREAKS AT TOWN ROADS)
STA. 0+00 - STA. 13+50 (SOLID LT & RT, CENTERLINE)
ALLEN IRISH RD
STA. 7+30
MM 0.138
TH #47
STA. 6+97
MM 0.132
TH #50
CLEARY RD
30’ COVER
60" CMP
3’ COVER
24" CMP
30’ COVER
60" CMP
GRAVEL
GRAVEL
5’ COVER
15" CMP
6" UD
15’ COVER
FOR STEEL BEAM RAIL
STA. 7+07 LT ANCHOR
FOR STEEL BEAM RAIL
STA. 6+87 LT ANCHOR
FOR STEEL BEAM RAIL
STA. 6+54.5 RT ANCHOR
FOR STEEL BEAM RAIL
STA. 6+67 RT ANCHOR
36
STA 103+11
END OF RUMBLE STRIP CL
STA 93+42 RT ~ 95+44 RT
N
VT S
TAT
E
PLA
NE
GRID
MA
TC
HLI
NE
ST
A. 13
+50 -
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 28
+25
SE
E
BE
LO
W
14+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
STA. 13+50 - STA. 28+25 (SOLID LT & RT) STA. 13+50 - STA. 28+25 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 26+13 - STA. 26+50.5 LT
STA. 24+34.5 - STA. 24+72 RT
STA. 22+13 - STA. 22+50.5 LT
STA. 21+72 - STA. 22+09.5 RT
STA. 22+50.5 - STA. 26+13 LT
STA. 22+09.5 - STA. 24+34.5 RT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 22+13 - STA. 26+50.5 LT
STA. 21+72 - STA. 24+72 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 20+07 - STA. 28+25 (SOLID LT, DASHED RT, CENTERLINE) STA. 20+07 - STA. 28+25 (SOLID LT, DASHED RT, CENTERLINE)
STA. 13+50 - STA. 20+07 (SOLID LT & RT, CENTERLINE) STA. 13+50 - STA. 20+07 (SOLID LT & RT, CENTERLINE)
FISHER RD
30’ COVER
18" CMP
30’ COVER
18" CMP GRAVEL
GRAVEL
GRAVEL
30’ COVER
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
23p07B182_23.i
PROJECT NAME:
CATCH BASIN / DROP INLET
SIGN
WATER VALVE
MANHOLE
HYDRANT
UTILITY POLE
MAILBOX
LEGEND
HORIZONTAL
VERTICAL
DATUM
N
VT S
TAT
E
PLA
NE
GRID
SHEET 5
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 28
+25
SE
E
AB
OV
E MA
TC
HLI
NE
ST
A. 42
+75
SE
E
NE
XT
SH
EE
T
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+0039+00
40+0041+00
42+00
STA. 28+25 - STA. 42+75 (SOLID LT & RT) STA. 28+25 - STA. 42+75 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 34+31 - STA. 34+68.5 RT
STA. 33+06 - STA. 33+43.5 LT
STA. 30+18.5 - STA. 30+56 LT
STA. 30+18.5 - STA. 30+56 RT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STA. 31+59 = MM 0.598
BRIDGE #3
STA. 31+06 - STA. 31+93.5 LT & RT
STA. 31+06 - STA. 31+93.5 LT & RT
REMOVAL OF EXISTING RAILING
BRIDGE RAILING REPAIR, TYPE II
REMOVAL AND DISPOSAL OF GUARDRAIL
GALVANIZED W/8 FEET POSTS
HD STEEL BEAM GUARDRAIL,
STA. 31+93.5 - STA. 32+18.5 RT
STA. 31+93.5 - STA. 32+18.5 LT
STA. 30+81 - STA. 31+06 LT
STA. 30+81 - STA. 31+06 RT
STA. 32+18.5 - STA. 33+06 LT
STA. 32+18.5 - STA. 34+31 RT
STA. 30+56 - STA. 30+81 LT
STA. 30+56 - STA. 30+81 RT
STA. 31+93.5 - STA. 33+43.5 LT
STA. 31+93.5 - STA. 34+68.5 RT
STA. 30+18.5 - STA. 31+06 LT & RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
BRIDGE #3
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
SHEET 5)
(SEE TRANSITION DETAIL ON
STA. 29+11.5
BEGIN COLD PLANE/OVERLAY
END LEVEL/OVERLAYSHEET 5)
(SEE TRANSITION DETAIL ON
STA. 34+06.5
RESUME LEVEL/OVERLAY
END COLD PLANE/OVERLAY
STA. 28+25 - STA. 42+75 (DASHED, CENTERLINE)STA. 28+25 - STA. 42+75 (DASHED, CENTERLINE)
3’ COVER
18" RCP
6’ COVER
24" RCP
3’ COVER
18" RCP
6’ COVER
24" RCP
GRAVEL
GRAVEL
GRAVEL
GRAVEL
FIELD
GRAVEL
3’ COVER
4’ COVER
36
24+34.5 ~ 24+72
ANCHOR FOR STEEL BEAM G.R.
EACH CORNER
EXTENDED 15’ ON
NOTE:
N
VT ST
ATE P
LA
NE
GRID
MA
TC
HLI
NE
ST
A. 42
+75
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 57
+75 -
SE
E
BE
LO
W
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00
STA. 42+75 - STA. 57+75 (SOLID LT & RT) STA. 42+75 - STA. 57+75 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT4’-11’-11’-4’
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
BRIDGE #3AVT ROUTE 104
STA. 42+75 - STA. 43+83 (DASHED, CENTERLINE)STA. 43+83 - STA. 51+75 (DASHED LT, SOLID RT, CENTERLINE)
STA. 51+75 - STA. 52+81 (DASHED, CENTERLINE)
STA. 52+81 - STA. 57+75 (SOLID LT, DASHED RT, CENTERLINE)
STA. 42+75 - STA. 43+83 (DASHED, CENTERLINE)STA. 43+83 - STA. 51+75 (DASHED LT, SOLID RT, CENTERLINE)
STA. 51+75 - STA. 52+81 (DASHED, CENTERLINE)
STA. 52+81 - STA. 57+75 (SOLID LT, DASHED RT, CENTERLINE)
WIMBLE RD
3’ COVER
42" CPEP
3’ COVER
42" CPEP
GRAVEL
FIELD
PAVED
GRAVELFIELD
GR
AV
EL
1’ COVER
12" CMP 3’ COVER
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
24p07B182_24.i
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
DATUM
VERTICAL
HORIZONTAL
N
VT ST
ATE P
LA
NE
GRID
SHEET 6
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 57
+75 -
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 72
+25 -
SE
E
NE
XT
SH
EE
T
CAMBRIDGE - FAIRFAX
STP 2713(1)
SHEET OF
p07B182.dgnN/A
N/A
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00
STA. 57+75 - STA. 72+25 (SOLID LT & RT) STA. 57+75 - STA. 72+25 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT4’-11’-11’-4’
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 57+75 - STA. 60+71 (SOLID LT, DASHED RT, CENTERLINE)
STA. 60+71 - STA. 70+21 (DASHED, CENTERLINE)
STA. 70+21 - STA. 72+25 (DASHED LT, SOLID RT, CENTERLINE)
STA. 57+75 - STA. 60+71 (SOLID LT, DASHED RT, CENTERLINE)
STA. 60+71 - STA. 70+21 (DASHED, CENTERLINE)
STA. 70+21 - STA. 72+25 (DASHED LT, SOLID RT, CENTERLINE)
8’ COVER
24" CMP 7’ COVER
24" CMP
8’ COVER
24" CMP 7’ COVER
24" CMP
GRAVEL5’ COVER 3’ COVER
36
N
VT ST
ATE P
LA
NE
GRID
MA
TC
HLI
NE
ST
A. 72
+25 -
SE
E
PR
EVI
OU
S
SH
EE
T MA
TC
HLI
NE
ST
A. 86
+50
SE
E
BE
LO
W
73+00 74+0075+00
76+0077+00
78+0079+00
80+0081+00 82+00 83+00 84+00
85+0086+00
STA. 72+25 - STA. 86+50 (SOLID LT & RT) STA. 72+25 - STA. 86+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 78+87 - STA. 86+50 LT
STA. 82+88 - STA. 86+50 RT
STA. 79+03 - STA. 82+53 RT
STA. 82+88 - STA. 86+50 RT
STA. 79+40.5 - STA. 82+53 RT
STA. 79+24.5 - STA. 86+50 LT
STA. 79+03 - STA. 79+40.5 RT
STA. 78+87 - STA. 79+24.5 LT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 82+88 RT
STA. 82+53 RT
AT UTILITY POLE SEE DETAIL ON SHEET 6
REDUCE GUARDRAIL POST SPACING
ANCHOR FOR STEEL BEAM RAIL
STA. 72+25 - STA. 77+09 (DASHED LT, SOLID RT, CENTERLINE)
STA. 77+87 - STA. 84+48 (SOLID LT, DASHED RT, CENTERLINE)
STA. 77+09 - STA. 77+87 (SOLID LT & RT, CENTERLINE)
STA. 84+48 - STA. 85+00 (DASHED, CENTERLINE)
STA. 85+00 - STA. 86+50 (DASHED LT, SOLID RT, CENTERLINE)
STA. 72+25 - STA. 77+09 (DASHED LT, SOLID RT, CENTERLINE)
STA. 77+09 - STA. 77+87 (SOLID LT & RT, CENTERLINE)
STA. 77+87 - STA. 84+48 (SOLID LT, DASHED RT, CENTERLINE)
STA. 84+48 - STA. 85+00 (DASHED, CENTERLINE)
STA. 85+00 - STA. 86+50 (DASHED LT, SOLID RT, CENTERLINE)
2’ COVER
18" CMP
3’ COVER
36" RCP
2’ COVER
18" CMP
GRAVEL
GRAVEL
FIELD
FIELD
4’ COVER
5’ COVER
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
25p07B182_25.i
PROJECT NAME:
CATCH BASIN / DROP INLET
SIGN
WATER VALVE
MANHOLE
HYDRANT
UTILITY POLE
MAILBOX
LEGEND
HORIZONTAL
VERTICAL
DATUM
N
VT ST
ATE P
LA
NE
GRID
SHEET 7
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 86
+50
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 100
+75
SE
E
NE
XT
SH
EE
T
CAMBRIDGE - FAIRFAX
STP 2713(1)
SHEET OF
p07B182.dgnN/A
N/A
87+0088+00
89+0090+00
91+0092+00
93+0094+00
95+0096+00 97+00
98+00
99+00
100+0
0
STA. 86+50 - STA. 100+75 (SOLID LT & RT)
STA. 86+50 - STA. 100+75 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT4’-11’-11’-4’
STA. 90+20 - STA. 90+57.5 RT
STA. 87+75.5 - STA. 88+13 RT
STA. 87+12 - STA. 87+49.5 LT
STA. 90+57.5 - STA. 100+75 RT
STA. 86+50 - STA. 87+75.5 RT
STA. 86+50 - STA. 87+12 LT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 90+20 - STA. 100+75 RT
STA. 86+50 - STA. 88+13 RT
STA. 86+50 - STA. 87+49.5 LT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
SEE DETAIL ON SHEET 4
PAVE EXISTING GRAVEL PULL OFF
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
AT UTILITY POLE SEE DETAIL ON SHEET 6
REDUCE GUARDRAIL POST SPACING
AT UTILITY POLE SEE DETAIL ON SHEET 6
REDUCE GUARDRAIL POST SPACING
STA. 86+50 - STA. 92+93 (DASHED LT, SOLID RT, CENTERLINE)
STA. 92+93 - STA. 100+75 (SOLID LT & RT, CENTERLINE)
STA. 86+50 - STA. 92+93 (DASHED LT, SOLID RT, CENTERLINE)
STA. 92+93 - STA. 100+75 (SOLID LT & RT, CENTERLINE)
15’ COVER
36" RCP 5’ COVER
36" RCP
15’ COVER
36" RCP 5’ COVER
36" RCP
GRAVEL
GRAVEL
10’ COVER
12’ COVER
1’ COVER
15" CMP
36
+ 15’
+ 15’
N
VT S
TAT
E
PLA
NE
GRID
MA
TC
HLI
NE
ST
A. 100
+75
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 115
+50 -
SE
E
BE
LO
W
101+00
102+00
103+00104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
STA. 100+75 - STA. 115+50 (SOLID LT & RT) STA. 100+75 - STA. 115+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT 4’-11’-11’-4’
STA. 101+07.5 - STA. 101+45 RT
STA. 100+75 - STA. 101+07.5 RT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 100+75 - STA. 101+45 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
VT ROUTE 104
PIPE OUTLET (SEE DETAIL ON SHEET 35
PLACE STONE FILL TYPE 1 AROUND
STA. 100+75 - STA. 102+96 (SOLID LT & RT, CENTERLINE)
STA. 102+96 - STA. 110+88 (SOLID LT, DASHED RT, CENTERLINE)
STA. 110+88 - STA. 115+10 (DASHED, CENTERLINE)
STA. 115+10 - STA. 115+50 (DASHED LT, SOLID RT, CENTERLINE) STA. 115+10 - STA. 115+50 (DASHED LT, SOLID RT, CENTERLINE)
STA. 110+88 - STA. 115+10 (DASHED, CENTERLINE)
STA. 102+96 - STA. 110+88 (SOLID LT, DASHED RT, CENTERLINE)
STA. 100+75 - STA. 102+96 (SOLID LT & RT, CENTERLINE)
FIELD
GRAVEL GRAVEL
FIELD
GRAVEL
2’ COVER
1’ COVER
12" CMP1’ COVER
12" CMP
1’ COVER
12" CMP
2’ COVER
4’X4’ CONC BOX
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
26p07B182_26.i
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
DATUM
VERTICAL
HORIZONTAL
N
VT S
TAT
E
PLA
NE
GRID
SHEET 8
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 115
+50 -
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 130
+50 -
SE
E
NE
XT
SH
EE
T
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00
STA. 115+50 - STA. 130+50 (SOLID LT & RT) STA. 115+50 - STA. 130+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
25’-0"
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
STA. 119+20 - STA. 119+60 LT (TH #4)
STA. 119+48 LT "STOP" (TH #4)
STA. 119+20 - STA. 119+60 LT (TH #4)
STA. 119+48 LT "STOP" (TH #4)
STA. 119+57 LT (CENTERLINE TH #4)
STA. 119+57 LT (EDGELINES TH #4) STA. 119+57 LT (EDGELINES TH #4)
(WITH BREAKS AT TOWN ROADS)
(WITH BREAKS AT TOWN ROADS)
STA. 119+57 LT (CENTERLINE TH #4)
(WITH BREAKS AT TOWN ROADS)
(WITH BREAKS AT TOWN ROADS)
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINTDURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
STA. 124+35 - STA. 130+50 (SOLID LT, DASHED RT, CENTERLINE)
STA. 119+45 - STA. 124+35 (SOLID LT & RT, CENTERLINE)
STA. 115+50 - STA. 119+45 (DASHED LT, SOLID RT, CENTERLINE)STA. 115+50 - STA. 119+45 (DASHED LT, SOLID RT, CENTERLINE)
STA. 119+45 - STA. 124+35 (SOLID LT & RT, CENTERLINE)
STA. 124+35 - STA. 130+50 (SOLID LT, DASHED RT, CENTERLINE)TOOF RD
1’ COVER
24" RCP
STA. 119+57
MM 2.265
TH #4
PAVEDGRAVEL PAVED
FIELD
2’ COVER
1’ COVER
12" CMP
36
L@ 96+00 + C 93+25 +
+30’ DUE TO REDUCED SPACING
N
VT S
TAT
E
PLA
NE
GRID
MA
TC
HLI
NE
ST
A. 130
+50 -
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 144
+75
SE
E
BE
LO
W
131+00 132+00 133+00 134+00 135+00136+00
137+00138+00
139+00140+00
141+00142+00
143+00 144+00
STA. 130+50 - STA. 144+75 (SOLID LT & RT) STA. 130+50 - STA. 144+75 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT4’-11’-11’-4’
STA. 142+29 - STA. 142+66.5 RT
STA. 139+09.5 - STA. 139+47 RT
STA. 134+22 - STA. 134+59.5 RT
STA. 133+72.5 - STA. 134+10 LT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 142+29 - STA. 144+75 RT
STA. 136+52 - STA. 144+75 LT
STA. 134+22 - STA. 139+47 RT
STA. 133+72.5 - STA. 136+22.5 LT
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 134+59.5 - STA. 139+09.5 RT
STA. 134+10 - STA. 136+22.5 LT
STA. 142+66.5 - STA. 144+75 RT
STA. 136+52 - STA. 144+75 LT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 136+52 LT
STA. 136+22.5 LT
ANCHOR FOR STEEL BEAM RAIL
STA. 130+50 - STA. 132+00 (SOLID LT, DASHED RT, CENTERLINE)
STA. 132+00 - STA. 137+55 (DASHED, CENTERLINE)
STA. 137+55 - STA. 144+75 (DASHED LT, SOLID RT, CENTERLINE)
STA. 130+50 - STA. 132+00 (SOLID LT, DASHED RT, CENTERLINE)
STA. 132+00 - STA. 137+55 (DASHED, CENTERLINE)
STA. 137+55 - STA. 144+75 (DASHED LT, SOLID RT, CENTERLINE)
8’ COVER
36" CMP
8’ COVER
36" CMP
FIELD
FIELD
10’ COVER
8’ COVER
8’ COVER
4’x4’ BOX CULVERT
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
27p07B182_27.i
PROJECT NAME:
CATCH BASIN / DROP INLET
SIGN
WATER VALVE
MANHOLE
HYDRANT
UTILITY POLE
MAILBOX
LEGEND
HORIZONTAL
VERTICAL
DATUM
N
VT
ST
AT
E
PL
AN
E
GRID
SHEET 9
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 144
+75
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 159
+75
SE
E
NE
XT
SH
EE
T
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
145+00146+00 147+00
148+00149+00
150+00151+00
152+00153+00
154+00 155+00 156+00157+00
158+00
159+00
STA. 144+75 - STA. 159+75 (SOLID LT & RT) STA. 144+75 - STA. 159+75 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 158+81 - STA. 159+18.5 RT
STA. 155+68.5 - STA. 156+06 LT
STA. 153+56 - STA. 153+93.5 LT
STA. 145+14.5 - STA. 145+52 LT
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 153+56 - STA. 156+06 LT
STA. 148+81 - STA. 159+18.5 RT
STA. 144+75 - STA. 145+91.5 RT
STA. 144+75 - STA. 145+39.5 LT
STA. 153+93.5 - STA. 155+68.5 LT
STA. 148+81 - STA. 153+81 RT
STA. 153+81 - STA. 158+81 RT
STA. 144+75 - STA. 145+91.5 RT
STA. 144+75 - STA. 145+14.5 LT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
SEE DETAIL ON SHEET 4
PAVE EXISTING GRAVEL PULL OFF
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 148+81 RT
STA. 145+91.5 RT
BRIDGE #5
AT UTILITY POLE SEE DETAIL ON SHEET 6
REDUCE GUARDRAIL POST SPACING
ANCHOR FOR STEEL BEAM RAIL
STA. 144+75 - STA. 145+19 (DASHED LT, SOLID RT, CENTERLINE) STA. 144+75 - STA. 145+19 (DASHED LT, SOLID RT, CENTERLINE)
GRAVEL
PAVED
8’ COVER
5’ COVER
72" CMP
STA. 145+19 - STA. 159+75 (SOLID LT & RT, CENTERLINE) STA. 145+19 - STA. 159+75 (SOLID LT & RT, CENTERLINE)
36
TO EXISTING GUARDRAIL
STA. 183+80 RT CONNECT
TO EXISTING GUARDRAIL
STA. 184+16 RT CONNECT
N
VT S
TAT
E
PLA
NE
GRID
MA
TC
HLI
NE S
TA. 159+75 S
EE P
RE
VI
OUS S
HE
ET
MA
TC
HLI
NE S
TA. 174
+25 - S
EE
BE
LO
W
160+0
0
161+0
0
162+0
0
163+0
0
164+00
165+00 166+00167+00
168+00169+00
170+00171+00
172+00
173+00
174+00
STA. 159+75 - STA. 174+25 (SOLID LT & RT) STA. 159+75 - STA. 174+25 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 160+05 - STA. 160+42.5 RT
STA. 160+42.5 - STA. 174+25 RT
MANUFACTURED TERMINAL SECTION, FLARED
STEEL BEAM GUARDRAIL, GALVANIZED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 160+05 - STA. 174+25 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
BRIDGE
#6
VT ROUTE 104
SLOPE EROSION (SEE DETAIL SHEET 35
PLACE STONE FILL TYPE 1 AT
STA. 159+75 - STA. 174+25 (SOLID LT & RT, CENTERLINE) STA. 159+75 - STA. 174+25 (SOLID LT & RT, CENTERLINE)
3’ COVER
8" CMP
3’ COVER
6" CMP
3’ COVER
8" CMP
3’ COVER
6" CMP
10’ COVER
3’ COVER
18" CMP
8’ COVER
8’ COVER
6’X4’ BOX CULVERT
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
28p07B182_28.i
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
DATUM
VERTICAL
HORIZONTAL
N
VT STATE PLANE GRID
SHEET 10
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 174
+25 -
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 188
+50 -
SE
E
NE
XT
SH
EE
T
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
175+00 176+00177+00
178+00
179+00
180+00
181+00
182+00
183+00184+00 185+00
186+00
187+00
188+0
0WIDTH 30’
EXISTING PAVEMENT
WIDTH 34’
EXISTING PAVEMENT
4’-11’-11’-4’
4’-11’-11’-8’
4’-11’-11’-8’
STA. 185+03.5 - STA. 185+41 RT
STA. 184+16 - STA. 185+03.5 RT
STA. 174+25 - STA. 183+80 RT
25’-0"
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
MANUFACTURED TERMINAL SECTION, FLARED
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 184+01 - STA. 184+37 RT (TH #51)
STA. 174+93 - STA. 175+27 LT (TH #45)
STA. 175+13 LT "STOP" (TH #45)
STA. 184+13 RT "STOP" (TH #51)
STA. 184+01 - STA. 184+37 RT (TH #51)
STA. 174+93 - STA. 175+27 LT (TH #45)
STA. 184+13 RT "STOP" (TH #51)
STA. 175+13 LT "STOP" (TH #45)
STA. 184+02 RT (EDGELINES TH #51)
STA. 175+28 LT (EDGELINES TH #45)
(WITH BREAKS AT TOWN ROADS)
STA. 174+25 - STA. 188+50 (SOLID LT & RT)
STA. 184+02 RT (EDGELINES TH #51)
STA. 175+28 LT (EDGELINES TH #45)
(WITH BREAKS AT TOWN ROADS)
STA. 174+25 - STA. 188+50 (SOLID LT & RT)
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 174+25 - STA. 183+80 RTSTA. 184+16 - STA. 185+41 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
STA. 183+80 AND STA. 184+16
CONNECT TO EXISTING GUARDRAIL
25’-0"
PIPE INLET (SEE DETAIL ON SHEET 35
PLACE STONE FILL TYPE 1 AROUND
STA. 184+02 RT (CENTERLINE TH #51)
STA. 175+28 LT (CENTERLINE TH #45)
(WITH BREAKS AT TOWN ROADS)
STA. 174+25 - STA. 188+50 (SOLID LT & RT, CENTERLINE)
STA. 184+02 RT (CENTERLINE TH #51)
STA. 175+28 LT (CENTERLINE TH #45)
(WITH BREAKS AT TOWN ROADS)
STA. 174+25 - STA. 188+50 (SOLID LT & RT, CENTERLINE)
PLAINS RD
STA. 175+32
MM 3.320
TH #45
STA. 184+02
MM 3.485
TH #51
RIVER RD
5’ COVER
18" CMP
4’ COVER
36" CMP
4’ COVER
18" CMP
3’ COVER
36" RCP
5’ COVER
18" CMP
3’ COVER
36" RCP
GRAVEL
GRAVEL
PAVED
GRAVEL
GRAVEL
6’ COVER
8’ COVER
3’ COVER
15" CMP
PAVED
36
GUARDRAIL, STA. 193+54 RT
CONNECT TO EXISTING
25’
N
VT ST
ATE P
LA
NE
GRID
MA
TC
HLI
NE
ST
A. 188
+50 -
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 202
+75
SE
E
BE
LO
W
189+00190+00
191+00 192+00 193+00 194+00 195+00 196+00 197+00198+00 199+00
200+00201+00
202+00
STA. 188+50 - STA. 202+75 (SOLID LT & RT)
STA. 188+50 - STA. 202+75 (SOLID LT & RT)
STA. 197+77 - STA. 202+75 RT
STA. 198+43 - STA. 202+75 LT
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 196+26 - STA. 198+38.5 LT
STA. 193+55 - STA. 194+42.5 LT
STA. 195+50 - STA. 197+70 RT
STA. 193+55 - STA. 194+85 RT
STA. 190+75 - STA. 193+00 RT
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
MANUFACTURED TERMINAL SECTION, FLARED
STEEL BEAM GUARDRAIL, GALVANIZED
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 195+88.5 - STA. 198+76 LT
STA. 193+54 - STA. 197+91.5 RT
STA. 193+17 - STA. 194+80 LT
STA. 190+32 - STA. 193+07 RT
STA. 198+38.5 - STA. 198+76 LT
STA. 197+54 - STA. 197+91.5 RT
STA. 195+88.5 - STA. 196+26 LT
STA. 194+42.5 - STA. 194+80 LT
STA. 193+17.5 - STA. 193+55 LT
STA. 192+69.5 - STA. 193+07 RT
STA. 190+32 - STA. 190+69.5 RT
STA. 193+54 - STA. 197+54 RT
STA. 190+69.5 - STA. 192+69.5 RT
STA. 192+97 RT
MANHOLES, CLASS 1 OR CLASS II
REHAB, DROP INLETS, CATCH BASINS, OR
BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS
TREATED TIMBER CURB
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
STA. 193+54
CONNECT TO EXISTING GUARDRAIL
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
EROSION (SEE DETAIL ON SHEET 35
PLACE STONE FILL TYPE 1 AT SLOPE
SEE DETAIL ON SHEET 35
BITUMINOUS CONCRETE GUTTER
OVERLAY EXISTING
STA. 188+50 - STA. 196+15 (SOLID LT & RT, CENTERLINE)
STA. 196+15 - STA. 202+75 (DASHED LT, SOLID RT, CENTERLINE)
STA. 188+50 - STA. 196+15 (SOLID LT & RT, CENTERLINE)
STA. 196+15 - STA. 202+75 (DASHED LT, SOLID RT, CENTERLINE)
GRAVEL
GRAVEL
GRAVEL
30’ COVER
25’ COVER
30’ COVER
3’X3’ BOX CULVERT
30’ COVER
4’X4’ BOX CULVERT
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
29p07B182_29.i
PROJECT NAME:
CATCH BASIN / DROP INLET
SIGN
WATER VALVE
MANHOLE
HYDRANT
UTILITY POLE
MAILBOX
LEGEND
HORIZONTAL
VERTICAL
DATUM
N
VT S
TAT
E
PLA
NE
GRID
SHEET 11
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 202
+75
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 217
+50
SE
E
NE
XT
SH
EE
T
CAMBRIDGE - FAIRFAX
STP 2713(1)
SHEET OF
p07B182.dgnN/A
N/A
203+00
204+00
205+00
206+00207+00
208+00 209+00 210+00211+00
212+00
213+00
214+00
215+0
0
216+0
0
217+0
0
STA. 202+75 - STA. 203+78 RT
STA. 202+75 - STA. 204+83 LT
STA. 216+11 LT
STA. 215+75 LT STA. 216+42 LT
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
(WITH BREAKS AT TOWN ROADS)
STA. 202+75 - STA. 217+50 (SOLID LT & RT)(WITH BREAKS AT TOWN ROADS)
STA. 202+75 - STA. 217+50 (SOLID LT & RT)
ADJUST ELEVATION OF VALVE BOX
BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
SEE DETAIL ON SHEET 35
BITUMINOUS CONCRETE GUTTER
OVERLAY EXISTING
(WITH BREAKS AT TOWN ROADS)
STA. 202+75 - STA. 217+50 (SOLID LT & RT, CENTERLINE)(WITH BREAKS AT TOWN ROADS)
STA. 202+75 - STA. 217+50 (SOLID LT & RT, CENTERLINE)
PIGEON RD
STA. 204+23
MM 3.868
TH #43
WELLS
MONITOR
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
FIELD
GRAVEL
GRAVEL
PAVED
PAVED
32’-0"
36
N
VT
ST
AT
E
PL
AN
E
GRID
MA
TC
HLI
NE
ST
A. 217
+50
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 232
+25 -
SE
E
BE
LO
W
218+00
219+00
220+00
221+00
222+00223+00
224+00 225+00 226+00227+00
228+00229+00
230+00231+00
232+00
STA. 217+59 LT
STA. 217+81 LT
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
27’-0"
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
MANHOLES, CLASS 1 OR CLASS II
REHAB, DROP INLETS, CATCH BASINS, OR
ADJUST ELEVATION OF VALVE BOX
STA. 224+86 - STA. 225+08 LT (TH #44)
STA. 225+00 LT "STOP" (TH #44)
STA. 224+86 - STA. 225+08 LT (TH #44)
STA. 225+00 LT "STOP" (TH #44)
STA. 225+08 LT (EDGELINES TH #44)
(WITH BREAKS AT TOWN ROADS)
STA. 217+50 - STA. 232+25 (SOLID LT & RT)
STA. 225+08 LT (EDGELINES TH #44)
(WITH BREAKS AT TOWN ROADS)
STA. 217+50 - STA. 232+25 (SOLID LT & RT)
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
STA. 225+08 LT (CENTERLINE TH #44)
(WITH BREAKS AT TOWN ROADS)
STA. 217+50 - STA. 232+25 (SOLID LT & RT, CENTERLINE)
STA. 225+08 LT (CENTERLINE TH #44)
(WITH BREAKS AT TOWN ROADS)
STA. 217+50 - STA. 232+25 (SOLID LT & RT, CENTERLINE)
STA. 225+08
MM 4.263
TH #44
SAND HILL RD
WELL
MONITOR
PAVED
FIELD
GRAVEL
GRAVELGRAVEL
PAVED PAVED
PAVED
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
PAVED
GRAVEL
GRAVEL
GRAVEL
GRAVEL
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
30p07B182_30.i
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
DATUM
VERTICAL
HORIZONTAL
N
VT STAT
E PLAN
E
GRID
SHEET 12
LAYOUT
PROJECT
NOT TO SCALE
MAT
CHLI
NE ST
A. 232+25 - SEE
AB
OVE
MATC
HLI
NE ST
A. 245+25 - SEE
NE
XT S
HEET
CAMBRIDGE - FAIRFAX
STP 2713(1)
SHEET OF
p07B182.dgnN/A
N/A
233+00
234+00
235+0
0
236+0
0
237+0
0
238+00239+00 240+00
241+00
242+00
243+00
244+00
245+00
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
37’-0"
25’-0"
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
STA. 243+47 - STA. 243+52 LT (VT 128)
STA. 236+39 - STA. 236+44 LT (VT 128 APPR.)
STA. 243+36 LT "STOP" (VT 128)
STA. 236+53 LT "STOP" (VT 128 APPR.)
STA. 243+47 - STA. 243+52 LT (VT 128)
STA. 236+39 - STA. 236+44 LT (VT 128 APPR.)
STA. 243+36 LT "STOP" (VT 128)
STA. 236+53 LT "STOP" (VT 128 APPR.)
STA. 243+95 LT (EDGELINES VT-128)
STA. 236+25 LT (EDGELINES VT-128 APPR.)
(WITH BREAKS AT TOWN ROADS)
STA. 232+25 - STA. 245+25 (SOLID LT & RT)
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)STA. 243+95 LT (CENTERLINE VT-128)
STA. 236+25 LT (CENTERLINE VT-128 APPR.)
(WITH BREAKS AT TOWN ROADS)
STA. 232+25 - STA. 245+25 (SOLID LT & RT, CENTERLINE)
STA. 243+95 LT (EDGELINES VT-128)
STA. 236+25 LT (EDGELINES VT-128 APPR.)
(WITH BREAKS AT TOWN ROADS)
STA. 232+25 - STA. 245+25 (SOLID LT & RT)
STA. 243+95 LT (CENTERLINE VT-128)
STA. 236+25 LT (CENTERLINE VT-128 APPR.)
(WITH BREAKS AT TOWN ROADS)
STA. 232+25 - STA. 245+25 (SOLID LT & RT, CENTERLINE)
STA. 236+25
MM 4.474
STA. 243+95
MM 4.620
VT RT-128
VT RT-128 APPR.
GRAVEL
PAVED
GRAVEL
PAVED
PAVED
GRAVELPAVED
PAVED
36
NVT STATE PLANE GRID
MA
TC
HLI
NE
ST
A. 245
+25 -
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 260
+50
SE
E
BE
LO
W
246+00
247+00
248+00249+00
250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00258+00
259+00260+00
STA. 245+25 - STA. 260+50 (SOLID LT & RT)
STA. 245+25 - STA. 260+50 (SOLID LT & RT)
STA. 248+14 - STA. 255+78 LT
STA. 255+78 LT
STA. 253+70 LT
STA. 252+06 LT
STA. 249+65 LT
WIDTH 30’
EXISTING PAVEMENT
WIDTH 28’
EXISTING PAVEMENT
WIDTH 28’
EXISTING PAVEMENT
3’-11’-11’-3’
4’-11’-11’-4’
3’-11’-11’-3’
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 253+70 - STA. 259+57.5 RT
STEEL BEAM GUARDRAIL, GALVANIZEDMANHOLES, CLASS 1 OR CLASS II
REHAB, DROP INLETS, CATCH BASINS, OR
BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 253+70 - STA. 259+45 RT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 259+57.5 RT
STA. 253+70 RT
SEE DETAIL ON SHEET 35
BITUMINOUS CONCRETE GUTTER
OVERLAY EXISTING
VT ROUTE 104
ANCHOR FOR STEEL BEAM RAIL
STA. 245+25 - STA. 260+50 (SOLID LT & RT, CENTERLINE)
STA. 245+25 - STA. 260+50 (SOLID LT & RT, CENTERLINE)
GRAVEL
PAVEDPAVED
PAVED
12’ COVER
42" CMP
12’ COVER
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
31p07B182_31.i
PROJECT NAME:
CATCH BASIN / DROP INLET
SIGN
WATER VALVE
MANHOLE
HYDRANT
UTILITY POLE
MAILBOX
LEGEND
HORIZONTAL
VERTICAL
DATUM
N
VT STATE PLANE GRID
SHEET 13
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 260
+50
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 275
+25
SE
E
NE
XT
SH
EE
T
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
261+00262+00
263+00264+00
265+00 266+00 267+00 268+00269+00
270+00
271+00
272+00
273+00
274+00
275+00
STA. 260+50 - STA. 275+25 (SOLID LT & RT)
STA. 260+50 - STA. 275+25 (SOLID LT & RT)
STA. 274+77 LT
STA. 273+79 RT
STA. 273+04 LT
STA. 272+76 LT
STA. 272+72 RT
STA. 271+18 LT
STA. 268+86 LT
WIDTH 30’
EXISTING PAVEMENT
WIDTH 34’
EXISTING PAVEMENT
4’-11’-11’-4’
6’-11’-11’-6’
BRIDGE #9
STA. 268+65 - STA. 269+15 LT
STA. 268+71.25 - STA. 269+21.25 RT
STA. 270+90 - STA. 271+40 RTSTA. 270+86 - STA. 271+16 LT
STA. 267+67 - STA. 268+87 LT
BEGIN COLD PLANE/OVERLAY
STOP LEVEL/OVERLAY STA. 267+43.20
MANHOLES, CLASS 1 OR CLASS II
REHAB, DROP INLETS, CATCH BASINS, OR
GUARDRAIL APPROACH SECTION GALVANIZED, TYPE 1
TREATED TIMBER CURB STA. 270+79 - STA. 271+29 LT
REMOVAL AND DISPOSAL OF GUARDRAIL
STA. 270+90 - STA. 271+40 RT
STA. 270+79 - STA. 271+41.5 LT
STA. 268+02.5 - STA. 269+21.25 RT
STA. 266+90 - STA. 269+15 LT
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
CHANGING ELEVATION OF SEWER MANHOLE
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS
STA. 271+29 - STA. 271+41.5 LT
STA. 268+02.5 - STA. 268+71.25 RT
STA. 266+90 - STA. 268+65 LT
STEEL BEAM GUARDRAIL, GALVANIZED
STA. 271+52.5 RT
STA. 271+41.5 LT
STA. 268+02.5 RT
STA. 266+90 LT
SEE TRANSITION DETAIL ON SHEET 5
ANCHOR FOR STEEL BEAM RAIL
STA. 271+40 - STA. 271+52.5 RT
STA. 260+50 - STA. 275+25 (SOLID LT & RT, CENTERLINE)
STA. 260+50 - STA. 275+25 (SOLID LT & RT, CENTERLINE)
SMH
SMH
STA. 270+03 = MM 5.114
BRIDGE 9GRAVEL
GRAVEL
GRAVEL
PAVED
GRAVEL
GRAVEL
PAVED
PAVED
PAVED
36
STA. 272+28 RT (TO BE ADJUSTED BY OTHERS)
STA. 273+90 RT (TO BE ADJUSTED BY OTHERS)
N
VT STATE PLANE
GRID
MA
TC
HLI
NE S
TA. 275+25 S
EE P
RE
VI
OUS S
HE
ET
MA
TC
HLI
NE
ST
A. 289
+75 -
SE
E
BE
LO
W
276+00
277+00
278+00
279+00
280+00
281+00282+00
283+00284+00
285+00286+00
287+00288+00
289+00
STA. 275+25 - STA. 278+34 (SOLID LT & RT)
WIDTH 34’
EXISTING PAVEMENT
WIDTH 33’
EXISTING PAVEMENT
8’-11’-11’-3’
BRIDGE #10
STA. 288+57 RT
STA. 287+09 RT
STA. 286+95 LT
STA. 285+14 RT
STA. 284+91 LT
STA. 284+06 LT
STA. 283+15 LT
STA. 276+11 LT
STA. 275+82 RT
STA. 282+54.00 MM 5.351
STA. 278+34.00 MM 5.272
STA. 289+15 - STA. 289+22 LT
STA. 289+15 - STA. 289+22 LT
STA. 289+19 LT
STA. 282+54 - STA. 289+75 (SOLID LT & RT)
STA. 275+25 - STA. 278+34 (SOLID LT & RT)
STA. 282+54 - STA. 289+75 (SOLID LT & RT)
RESUME COLD PLANE/OVERLAY
EXISTING PAVEMENT JOINT
EXISTING PAVEMENT JOINT
34’-0"
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
MANHOLES, CLASS 1 OR CLASS II
REHAB, DROP INLETS, CATCH BASINS, OR
2’
STA. 280+66 = MM 5.316
BRIDGE 10
STA. 289+22 - STA. 289+33 LT (TH #36)
STA. 289+19 LT "STOP" (TH #36)
STA. 289+22 - STA. 289+33 LT (TH #36)
STA. 289+19 LT "STOP" (TH #36)
STA. 289+42 LT (EDGELINES TH #36)
STA. 289+42 LT (CENTERLINE TH #36)
STA. 289+42 LT (EDGELINES TH #36)
STA. 289+42 LT (CENTERLINE TH #36)
CONCRETE SIDEWALK, 5 INCH
PORTLAND CEMENT
DETECTABLE WARNING SURFACE
SOLID ROCK EXCAVATION
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
25’
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
6’-11’-11’-6’
SEE DETAILS ON SHEET 35
FROM STANDARD DRAWING C-3A.
SIDEWALK RAMP TYPE 1, EXAMPLE 1
REMOVE SIDEWALK AND RECONSTRUCT
STOP COLD PLANE/OVERLAY
STA. 275+25 - STA. 278+34 (SOLID LT & RT, CENTERLINE)
STA. 282+54 - STA. 289+75 (SOLID LT & RT, CENTERLINE)
STA. 282+54 - STA. 289+75 (SOLID LT & RT, CENTERLINE)
STA. 275+25 - STA. 278+34 (SOLID LT & RT, CENTERLINE)
MAPLE ST
RIVER RD
STA. 279+00
MM 5.284
TH# 2
STA. 278+95
MM 5.283
TH# 35
STA. 281+91
MM 5.339
TH# 49
SCHOOL ST
STA. 289+42
MM 5.481
TH# 36
HUNT ST
GRAVEL
GRAVEL
GRAVEL
GRAVEL
PAVEDPAVED
BUILDINGPAVED
PAVEDPAVED
PAVED
PAVED
PAVED
PAVED
GRAVEL
PAVED
GRAVELPAVED
GRAVEL
GRAVELGRAVEL
PAVEDGRAVEL GRAVEL
PAVED
GRAVEL
MH
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
32p07B182_32.i
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
DATUM
VERTICAL
HORIZONTAL
N
VT STATE PLANE
GRID
SHEET 14
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 289
+75 -
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 304
+50 -
SE
E
NE
XT
SH
EE
T
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgn
SHEET OF
N/A
N/A
290+00291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00
STA. 289+75 - STA. 304+50 (SOLID LT & RT) STA. 289+75 - STA. 304+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 289+75 - STA. 304+50 (SOLID LT & RT, CENTERLINE)STA. 289+75 - STA. 304+50 (SOLID LT & RT, CENTERLINE)
TUTTLE ST
3’ COVER
18" CMP
RICH ST
PAVED
GRAVEL
PAVED
PAVED
GRAVEL
PAVED PAVED
GRAVELGRAVEL GRAVEL
GRAVEL
GRAVELPAVED
GRAVEL
GRAVEL GRAVEL
GRAVELGRAVEL
GRAVEL
GRAVEL
PAVED GRAVEL
GRAVELGRAVEL
1’ COVER
12" CMP
3’ COVER
36
6.5’
616.35
4’
616.35616.35 8.5’
5’
616.35
5’
616.35
NVT STATE
PLANE
GRID
MA
TC
HLI
NE
ST
A. 304
+50 -
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 319
+50
SE
E
BE
LO
W
305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00318+00
319+00
STA. 309+65 RT
WIDTH 30’
EXISTING PAVEMENT
4’-11’-11’-4’
STA. 309+59 RT
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
STA. 317+90 - STA. 318+22 RT (TH #1)
STA. 309+40 - STA. 309+59 RT (TH #25)
STA. 318+05 RT "STOP" (TH #1)
STA. 309+50 RT "STOP" (TH #25)
STA. 317+90 - STA. 318+22 RT (TH #1)
STA. 309+40 - STA. 309+59 RT (TH #25)
STA. 318+05 RT "STOP" (TH #1)
STA. 309+50 RT "STOP" (TH #25)
STA. 317+88 RT (EDGELINES TH #1)
STA. 309+40 RT (EDGELINES TH #25)
(WITH BREAKS AT TOWN ROADS)
STA. 304+50 - STA. 319+50 (SOLID LT & RT)
STA. 317+88 RT (EDGELINES TH #1)
STA. 309+40 RT (EDGELINES TH #25)
(WITH BREAKS AT TOWN ROADS)
STA. 304+50 - STA. 319+50 (SOLID LT & RT)
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
33’-10"
25’-0"
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
VT ROUTE 104
STA. 317+88 RT (CENTERLINE TH #1)
STA. 309+40 RT (CENTERLINE TH #25)
(WITH BREAKS AT TOWN ROADS)
STA. 304+50 - STA. 319+50 (SOLID LT & RT, CENTERLINE)
STA. 317+88 RT (CENTERLINE TH #1)
STA. 309+40 RT (CENTERLINE TH #25)
(WITH BREAKS AT TOWN ROADS)
STA. 304+50 - STA. 319+50 (SOLID LT & RT, CENTERLINE)
STA. 309+40
MM 5.860
TH# 25
HUNTVILLE RDSTA. 317+88
MM 6.020
TH# 1
BUCK HOLLOW RD
SUMMITVIEW RD
GOODALL ST
3’ COVER
36" CMP
3’ COVER
18" CMP
3’ COVER
18" RCP
3’ COVER
18" CMP
3’ COVER
36" CMP
3’ COVER
18" CMP
SMHWSO WSO
GRAVEL
PAVED GRAVEL
GRAVELPAVED PAVED
PAVED
GRAVELPAVED GRAVEL
GRAVEL GRAVEL GRAVEL
GRAVEL
PAVED
GRAVELGRAVEL
4’ COVER
1’ COVER
12" CMP
30" COVER
42" COVER
1’ COVER
15" CPEP
4’ COVER
1’ COVER
12" CPEP
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
33p07B182_33.i
PROJECT NAME:
CATCH BASIN / DROP INLET
SIGN
WATER VALVE
MANHOLE
HYDRANT
UTILITY POLE
MAILBOX
LEGEND
HORIZONTAL
VERTICAL
DATUM
N
VT STATE PLA
NE
GRID
SHEET 15
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 319
+50
SE
E
AB
OV
E
MA
TC
HLI
NE
ST
A. 334
+50
SE
E
NE
XT
SH
EE
T
CAMBRIDGE - FAIRFAX
STP 2713(1)
SHEET OF
p07B182.dgnN/A
N/A
320+00321+00
322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00
STA. 319+50 - STA. 334+50 (SOLID LT & RT) STA. 319+50 - STA. 334+50 (SOLID LT & RT)
WIDTH 30’
EXISTING PAVEMENTWIDTH 28’
EXISTING PAVEMENT
4’-11’-11’-4’
3’-11’-11’-3’
STOP COLD PLANE/OVERLAY STA. 327+36.00
SEE TRANSITION DETAIL ON SHEET 5
RESUME LEVEL/OVERLAY
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 319+50 - STA. 334+50 (SOLID LT & RT, CENTERLINE) STA. 319+50 - STA. 334+50 (SOLID LT & RT, CENTERLINE)
2’ COVER
24" CPEP
2’ COVER
60" CMP
PAVED
PAVED
GRAVELGRAVEL
PAVED PAVED
1’ COVER
12" CMP
3’ COVER
3’ COVER
36
STA. 309+32 RT (TO BE ADJUSTED BY OTHERS)
(TO BE ADJUSTED BY OTHERS)
ADJUST ELEVATION OF VALVE BOX
CHANGING ELEVATION OF SEWER MANHOLES
N
VT STATE PLA
NE
GRID
MA
TC
HLI
NE
ST
A. 334
+50
SE
E
PR
EVI
OU
S
SH
EE
T
MA
TC
HLI
NE
ST
A. 349
+75 -
SE
E
BE
LO
W
335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00
STA. 334+50 - STA. 349+75 (SOLID LT & RT) STA. 334+50 - STA. 349+75 (SOLID LT & RT)
WIDTH 28’
EXISTING PAVEMENT
3’-11’-11’-3’
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
STA. 334+50 - STA. 349+75 (SOLID LT & RT, CENTERLINE) STA. 334+50 - STA. 349+75 (SOLID LT & RT, CENTERLINE)
GRAVEL
GRAVEL
6" COVER 1’ COVER
12" CMP
1’ COVER
6" COVER
3’X3’ BOX CULVERT1’ COVER
4’X4’ BOX CULVERT
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
SJLCDL
SJL EPD
34p07B182_34.i
LEGEND
HYDRANT
MANHOLE
WATER VALVE
UTILITY POLE
MAILBOX
SIGN
CATCH BASIN / DROP INLET
DATUM
VERTICAL
HORIZONTAL
N
VT STATE PLANE
GRID
SHEET 16
LAYOUT
PROJECT
NOT TO SCALE
MA
TC
HLI
NE
ST
A. 349
+75 -
SE
E
AB
OV
E
SHEET OF
CAMBRIDGE - FAIRFAX
STP 2713(1)
p07B182.dgnN/A
N/A
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00361+00
362+00
363+00363+53
STA. 363+26.40 MM 6.880
TOWN OF FAIRFAX
WIDTH 28’
EXISTING PAVEMENT
3’-11’-11’-3’
35’-0"
END PROJECT STP 2713(1)
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
STA. 359+08 - STA. 359+40 RT (TH #21)
STA. 359+27 RT "STOP" (TH #21)
STA. 359+08 - STA. 359+40 RT (TH #21)
STA. 359+27 RT "STOP" (TH #21)
STA. 359+00 RT (EDGELINES TH #21)
(WITH BREAKS AT TOWN ROADS)
STA. 349+75 - STA. 363+26.40 (SOLID LT & RT)
STA. 359+00 RT (EDGELINES TH #21)
(WITH BREAKS AT TOWN ROADS)
STA. 349+75 - STA. 363+26.40(SOLID LT & RT)
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)
DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)
DURABLE 4 INCH YELLOW LINE (SEE OPTION ITEMS)
DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)
END LEVEL/OVERLAY
STA. 359+00 RT (CENTERLINE TH #21)
(WITH BREAKS AT TOWN ROADS)
STA. 349+75 - STA. 363+26.40 (SOLID LT & RT, CENTERLINE)
STA. 359+00 RT (CENTERLINE TH #21)
(WITH BREAKS AT TOWN ROADS)
STA. 349+75 - STA. 363+26.40 (SOLID LT & RT, CENTERLINE)
SAM WEBB RD
STA. 359+00
MM 6.799
TH# 21
GRAVEL GRAVEL
FIELDGRAVEL GRAVEL
FIELD
GRAVEL
NORTHBOUND
SOUTHBOUNDVT ROUTE 104
TO ST. ALBANS
36
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
35SHEET OF
EPD
CDL
SJL
LIMIT OF EXCAVATION
PLAN
SECTION B-B
SECTION A-A
NOTE:
A
SIDEWALK RAMP PAY LIMIT DETAILS
A
B
B
FOR CURB CONSTRUCTION24"
24"
EXISTING CURB
EXISTING SIDEWALK
(TO BE PLACED PRIOR TO OVERLAY)
2" BITUMINOUS CONCRETE PAVEMENT, TYPE IVS
LANDING
CURB RAMP
EXCAVATION
LIMIT OF COMMON
EXCAVATION
LIMIT OF COMMON
GRAVEL, FINE GRADED
SUBBASE OF CRUSHED
SIDEWALK, 5"
PORTLAND CEMENT CONCRETE
6"
24"RAMP LANDING RAMP
24"
EXCAVATION
LIMIT OF COMMON
GRAVEL, FINE GRADED
SUBBASE OF CRUSHED
EXCAVATION
LIMIT OF COMMON
SURFACE
ROADWAY
SIDEWALK, 5"
PORTLAND CEMENT CONCRETE
EXISTING DRIVE PAVEMENT
TOPSOIL AND SEED OR
EXISTING CURB
LANDING24"
6" 24"
ED
GE
OF P
AV
EM
EN
T
SJL
p07B182_35.i
CAMBRIDGE-FAIRFAX
STP 2713(1)
LOCATION
LF LF
10
0 0
SUBTOTAL
ROUNDING
TOTAL 10
10 10
10
10
STA. 289+15-STA. 289+22 LT
FINE GRADED
CRUSHED GRAVEL,
SUBBASE OF
301.28
0.9
0.9
0.1
p07B182.dgn
NOT TO SCALE
DETAIL SHEET
MISCELLANEOUS
TYPICAL - POT HOLE REPAIR
RESIDENT ENGINEER
DIRECTED BY THE
1�" DEPTH OR AS
EXISTING POT HOLE
CONCRETE PAVEMENT
SAW CUT BITUMINOUS
OF 0.25 - 0.5 GAL/SY
INTERFACES AT A RATE
BE APPLIED AT ALL PATCH
EMULSIFIED ASPHALT SHALL
NOT TO SCALE
(MIN.)
1’-0"
(MA
X.)
1’-6"
CY
0.9
0.9
0.1
EXCAVATION
COMMON
203.15
PEDESTRIAN RAMP QUANTITIES
STA. 289+15.00
FAIRFAX
CURB, TYPE A
CONCRETE
BITUMINOUS
616.305
REMOVE EXISTING AND CONSTRUCT NEW BITUMINOUS CURB
(BITUMINOUS CONCRETE PAVEMENT SURFACE PREPARATION, TYPE 1)NOTE: POT HOLE REPAIR PAID UNDER ITEM 900.680 SPECIAL PROVISION
CY
1.14
EXCAVATION
SOLID ROCK
203.16
1.14
0.86
2.01.0 1.0
SY
5 INCH
SIDEWALK,
P.C.C.
618.10
SF
8
0
8
8
SURFACE
WARNING
DETECTABLE
618.30
5.56
5.56
0.44
6.00
SLOPE EROSION REPAIR DETAIL
PAVED SHOULDER
EXISTING GROUND
12"
ITEM 649.31 GEOTEXTILE UNDER STONE FILL
ITEM 613.10, STONE FILL, TYPE I (SEE NOTE)
ASSUMED
7’-0"
(ASSUME A 7’ WIDTH BY 6’ LENGTH UNLESS OTHERWISE NOTED)
BITUMINOUS CONCRETE GUTTER DETAIL
EXISTING SLOPE
NEW LEVEL & OVERLAY
PAVEMENT
EXISTING BITUMINOUS
SHOULDER
EDGE OF
2"
AND TRAFFIC ISLANDS
BITUMINOUS CONCRETE GUTTERS
MATCH EXISTING WIDTH
BY THE RESIDENT ENGINEER
SHOULDERS AS DIRECTED
TOPSOIL OR AGGREGATE
CAMBRIDGE:
FAIRFAX:
FAIRFAX:
STA. 248+14 - STA. 255+78 LT
STA. 198+43 - STA. 204+83 LT
STA. 197+77 - STA. 203+78 RT
STA. 92+98 LT
STA. 196+00 RT
STA. 175+99 LT
STA. 169+75 RT
STA. 107+78 RT
PAVEMENT, TYPE IVS
SUPERPAVE BITUMINOUS CONCRETE
CONCRETE SIDEWALK, 5"
INCIDENTAL TO PORTLAND CEMENT
SAWCUTTING OF CONCRETE SIDEWALK
PAVEMENT INCIDENTAL TO CURB REMOVAL
SAWCUTTING OF BITUMINOUS CONCRETE
TON
RENTAL, TYPE I
ITEM 608.25 ALL PURPOSE EXCAVATOR
LIMIT OF EXCAVATION, PAYMENT UNDER
203.16 SOLID ROCK EXCAVATION.
4. REMOVAL OF EXISTING SIDEWALK TO BE PAID UNDER ITEM
PAID UNDER ITEM 490.30 SUPERPAVE BITUMINOUS CONCRETE PAVEMENT.
3. NEW BITUMINOUS CONCRETE PAVEMENT SHALL BE
OF RAMPS TO BE RECONSTRUCTED.
2. SEE PROJECT LAYOUT SHEETS FOR LOCATIONS
DIMENSIONS, ETC., SEE VTRANS STANDARDS C-3A/C-3B.
INDIVIDUAL RAMP CONFIGURATIONS, SLOPES,
1. THIS DETAIL IS FOR PAY LIMITS ONLY. FOR
CURB
EXISTING
REMOVAL OF
616.41
36
CONSTRUCTION APPROACH SIGNING
NOT TO SCALE
AHEAD
WORK
ROAD
WORK
ROAD
END
500 FT
WORK
ROAD
CONSTRUCTION AREA
RWA = ROAD WORK AHEAD
RW500 = ROAD WORK 500 FT
ERW = END ROAD WORK
LEGEND
NOTES:
SEE STD E-100, E-100A AND E-103 FOR SIGN PLACEMENT
SHEET
SIGNING
APPROACH
CONSTRUCTION
RWA
RWARW500
RW500
ERW
29-DEC-2014 13:46
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
PLOT FILE:
FILE NAME:
36SHEET OF
VT ROUTE 104
RWN 9 MILES
RWN 9 MILES
BEGIN PROJECT (VT 104)
EPD
SJLCDL
SJL
1
1
CAMBRIDGE
PCMS
PCMS = PORTABLE CHANGEABLE MESSAGE SIGNp07B182_36.i
2
1
PCMS
ERWRWA
(SEE TABLE)
SIDE ROAD TYPICAL
FAIRFAX
9 MILES
NEXT
WORK
ROAD
ALLEN IRISH RD
TOOF RD
PLAINS RD
RIVER RD
SAND HILL RD
VT-128
MAPLE ST
RIVER RD
SCHOOL ST
HUNT ST
HUNTVILLE RD
BUCK HOLLOW RD
SAM WEBB RD
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
AHEAD
WORK
ROAD
SIDE
500 FT
WORK
ROAD
SIDE
ERW
SRWA SRWA
SRW500 SRW500
PCMS
ERW
SRWA SRWA
SRW500SRW500
PCMS
VT R
OU
TE 15
VT 15 442
ERW
PCMS
SRWA SRWA
SRW500SRW500
TOTALS 16 18 2 2 466
END PROJECT (VT 104) 2 1 2 1 1
VT 104A 22
RWN = ROAD WORK NEXT 9 MILES
SRWA = SIDE ROAD WORK AHEAD
SRW500 = SIDE ROAD WORK 500 FT
CAMBRIDGE-FAIRFAX
STP 2713(1)
VT R
OU
TE 104
A
p07B182.dgn
VT-128 APPROACH
COVERED OR TURNED AWAY IF FLAGGING OPERATIONS CEASE FOR MORE THAN 15 MINUTES.
THE FLAGGER SYMBOL SIGN BE MORE THAN 1000 FT FROM THE FLAGGER STATION. FLAGGER SIGNS SHALL BE
AS THE PAVING OPERATION MOVES, THE FLAGGER SIGNS SHALL BE MOVED ACCORDINGLY. AT NO TIME SHOULD
SPACE ALONG ITS ENTIRE LENGTH.
CONES SHALL BE USED TO CLEARLY DEFINE THE TRAVEL SPACE AND PROVIDE SEPARATION FROM THE WORK
AND TOWN HIGHWAYS.
TRAFFIC CONTROL DEVICES, STOPPING SIGHT DISTANCE, AND CORNER SIGHT DISTANCE FROM DRIVES
NO CONSTRUCTION SIGNS SHALL BE INSTALLED AS TO INTERFERE OR OBSTRUCT THE VIEW OF EXISTING
SHALL CONFORM WITH SUCH STANDARDS.
REPLACED OR REPAIRED THE EQUIPMENT, DESIGN, METHOD OF INSTALLATION, PLACEMENT OR REPAIR
NEW TRAFFIC CONTROL DEVICES ARE ERECTED OR PLACED OR EXISTING TRAFFIC CONTROL DEVICES ARE
AND MARKINGS SHALL BE VALID UNTIL SUCH TIME AS THEY ARE REPLACED OR RECONSTRUCTED. WHEN
THE MUTCD 2009 SHALL BE THE STANDARD FOR ALL TRAFFIC CONTROL DEVICES. EXISTING SIGNS, SIGNALS
OF MOTORISTS.
THE WORK ACTIVITY OCCURRING SO THAT THE PCMS CONTINUES TO COMMAND THE ATTENTION
INFORMATION SHOULD BE AVOIDED. MESSAGES SHOULD BE UPDATED PERIODICALLY TO DESCRIBE
THE PCMS SHOULD COMMUNICATE WHAT INFORMATION MOTORISTS NEED TO KNOW. UNNECESSARY
AND NOT AS A SUBSTITUTE FOR CONVENTIONAL SIGNS AND PAVEMENT MARKINGS.
TO THREE LINES OF EIGHT CHARACTERS PER LINE. THE PCMS SHOULD BE USED AS A SUPPLEMENT
THE PCMS SHALL CONSIST OF EITHER ONE OR TWO PHASES. TYPICALLY, A PHASE SHALL CONSIST OF UP
NEED TO TRAVEL SAFELY.
IF STANDARD TRAFFIC CONTROL DEVICES ADEQUATELY PROVIDE THE INFORMATION THE MOTORISTS
PCMS SHOULD NOT REPLACE ANY OF THE SIGNING DETAILED IN THE MUTCD AND SHOULD NOT BE USED
ENGINEER. THESE SIGNS WILL BE PAID FOR UNDER ITEM 641.15, "PORTABLE CHANGEABLE MESSAGE SIGN".
PLACEMENT OF THESE UNITS AS WELL AS THE MESSAGE WILL BE APPROVED BY THE RESIDENT
PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) WILL BE PROVIDED FOR USE ALONG THIS PROJECT. THE
630.10 UNIFORMED TRAFFIC OFFICER, 630.15 - FLAGGERS
646.602, 646.612, 646.682 AND 646.692 - TEMPORARY PAVEMENT MARKINGS
PAID FOR SEPARATELY:
AS DIRECTED BY THE RESIDENT ENGINEER SHALL ALSO BE INCLUDED. THE FOLLOWING ITEMS WILL BE
DETAILED IN VTRANS STANDARDS. ALL ADJUSTING, RELOCATING, AND REMOVING OF THESE DEVICES
BARRELS, CONES, BARRICADES, TEMPORARY REGULATORY AND WARNING SIGNS, AND POSTS AS
NEEDED: APPROACH AND ON-PROJECT CONSTRUCTION SIGNING, PORTABLE ARROW BOARDS, BARRIERS,
THE BID PRICE FOR "TRAFFIC CONTROL", ITEM 641.10, SHALL INCLUDE ALL OF THE FOLLOWING, AS
641.10, "TRAFFIC CONTROL".
AND PART 6 OF THE MUTCD. PAYMENT FOR PROVIDING THIS PACKAGE SHALL BE INCIDENTAL TO ITEM
CLOSURES AND WORK ZONE SPEED REDUCTIONS IN COMPLIANCE WITH THE TRAFFIC CONTROL NOTES
THE CONTRACTOR SHALL INCLUDE A CONSTRUCTION SIGN APPROACH PACKAGE FOR EXPECTED LANE
TO ITEM 641.10, "TRAFFIC CONTROL".
(AND MAKING CHANGES IF NECESSARY) SHALL NOT BE PAID SEPARATELY BUT SHALL BE INCIDENTAL
THEIR APPROVAL PRIOR TO THE START OF CONSTRUCTION. THE COST OF PREPARING THIS PLAN
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE RESIDENT ENGINEER FOR
8.
7.
6.
5.
4.
3.
2.
1.
15.
14.
13.
12.
11.
10.
9.
THE TOP OF GUARDRAIL.
BE ADJUSTED SUCH THAT THE BOTTOM OF THE SIGNS ARE ABOVE
WHERE TEMPORARY SIGNS ARE PLACED BEHIND GUARDRAIL, THEY SHALL
SPECIAL PROVISIONS.
CONSTRUCTION ZONE SIGNS SHALL BE INSTALLED AS SPECIFIED IN THE
PROVISIONS.
RETROREFLECTIVE SHEETING SHALL BE AS SPECIFIED IN THE SPECIAL
ON A RETROREFLECTIVE FLOURESCENT ORANGE BACKGROUND.
DIAMOND SHAPED SIGNS SHALL BE 4’X4’ WITH BLACK TEXT AND BORDER
VAOT STANDARDS.
CONSTRUCTION SIGNS SHALL BE IN NEW OR LIKE NEW CONDITION PER
SECTION 6 OF THE 2009 MUTCD.
CONSTRUCTION ZONE SIGN LAYOUT SHALL BE IN ACCORDANCE WITH
CONTROL.
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 641.10 TRAFFIC
CONTROL SHALL BE COMPLETELY COVERED, THE PAYMENT FOR WHICH
ALL PERMANENT SIGNS THAT CONFLICT WITH TEMPORARY TRAFFIC
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