SHEET 1vtransmap01.aot.state.vt.us/rp/dpr/DIAsbuiltFilestore/State_and_US... · superpave bituminous concrete pavement where required or as directed by the resident engineer. all

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



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:


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


EXISTING GROUND

EXISTING GROUND

VARIES


VARIES

p07B182.dgn

p07B182_3.iNOT TO SCALE

CL

EDGELINE (TYP.)

COLD PLANE 2"CENTERLINE (TYP.)

PAVEMENT, TYPE IVS


EXISTING GROUND

EXISTING GROUND

VARIES


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:


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




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


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



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


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)


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


TEMPORARY PAVEMENT WEDGE AS

ITEM 210.10

CONSIDERED INCIDENTALTO CONTRACT

TEMPORARY PAVMENT WEDGE WILL BE


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’


APPROACH SLAB

ENGINEER



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


WEARING COURSE

RESIDENT ENGINEER

AS DIRECTED BY THE


29-DEC-2014 13:45

DESIGNED 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


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


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



EXISTING GROUND25’


APPROACH SLAB

ENGINEER



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’


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:


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


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:


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’


5.00’

POST 1

MANUFACTURED TERMINAL

SECTION, FLARED 37.5’

ITEM 621.50



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’



ITEM 621.50

S

S

POST 1



ITEM 621.50

BRIDGE APPROACH


8.40’ TRANSITION

POST

POST 1

S

BRIDGE APPROACH


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


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


GALVANIZED, TYPE 1

GUARDRAIL

STP 2713(1)

CAMBRIDGE-FAIRFAX

p07B182.dgn


W/8 FEET POSTS

25’ S.B. GUARDRAIL

W/8 FEET POSTS

25’ 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


(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:


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)


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


TYPE I

SECTION, GALVANIZED

GUARDRAIL APPROACH

ITEM 621.70

36

29-DEC-2014 13:45

DESIGNED 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)


�" 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


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:


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:


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


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:


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:


QUANTITIES


ITEMS


ITEMSUNITQUANTITIES


QUANTITIES


ITEM

NO.ROUNDING UNITBRIDGE ROADWAY

CE

FULL

29-DEC-2014 13:46

DESIGNED BY:


PLOT DATE:

CHECKED BY:

FILE NAME:

EPD

SJLCDL

SJL


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:


QUANTITIES


ITEMS


ITEMSUNITQUANTITIES


QUANTITIES


ITEM

NO.ROUNDING UNITBRIDGE ROADWAY

CE

FULL

29-DEC-2014 13:46

DESIGNED BY:


PLOT DATE:

CHECKED BY:

FILE NAME:

EPD

SJLCDL

SJL


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


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:


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


STA. 40+94.5

estimated quantities to be used as

directed by the resident engineer


STA. 34+26


STA. 46+52.5


STA. 57+11.5


STA. 58+42.5

INSTALL FLARED MTS @ STA. 63+12.5 AND

STA. 65+62.5


STA. 86+51


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


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:


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


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


STA. 24+34.5


STA. 26+13

STA. 101+07.5



STA. 139+09.5

STA. 155+68.5


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



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


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:


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


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


STA. 194+42.5


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





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


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


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:


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



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)


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:


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


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)









25’-0"







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


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




PAVE EXISTING GRAVEL PULL OFF



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


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"





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)



STA. 48+50 RT (CENTERLINE TH #66)










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








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


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


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, GALVANIZEDREMOVAL AND DISPOSAL OF GUARDRAIL

STA. 57+75 - STA. 58+80 LT

STA. 63+12.5 - STA. 66+00 RT






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:


PLOT DATE:

CHECKED BY:

PROJECT NUMBER:

PLOT FILE:

FILE NAME:

SJLCDL

SJL EPD

21p07B182_21.i

PROJECT NAME:


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


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



STA. 77+01 - STA. 86+88.5 RT






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)





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


GUARDRAIL SECTION

6.25’ LONG, 16’ RADIUS

GUARDRAIL SECTION


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


WIDTH 30’

EXISTING PAVEMENT

4’-11’-11’-4’



STA. 97+56.5 - STA. 97+94 RT

STA. 88+92 - STA. 89+29.5 RT


STA. 95+69 - STA. 97+94 RT

STA. 88+92 - STA. 93+17 RT


STA. 89+29.5 - STA. 93+42 RT

STA. 95+44 - STA. 97+56.5 RT







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


STA. 87+50 - STA. 92+76 (DASHED LT, SOLID RT, CENTERLINE) STA. 87+50 - STA. 92+76 (DASHED LT, SOLID 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:


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


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’





STA. 102+25 - STA. 103+85.77 (SOLID LT & RT)






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. 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



STA. 7+07 LT

STA. 6+87 LT

STA. 6+67 RT

STA. 6+54.5 RT





STA. 8+00 RT (REFER TO DETAIL ON SHEET 6)

FRANKLIN CO.

FAIRFAX

LAMOILLE CO.

CAMBRIDGE

TO

WN

LIN

E

TO

WN

LIN

E




STA. 102+25 - STA. 103+85.77 (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


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




STA. 22+13 - STA. 26+50.5 LT

STA. 21+72 - STA. 24+72 RT





STA. 20+07 - STA. 28+25 (SOLID LT, DASHED RT, CENTERLINE) STA. 20+07 - STA. 28+25 (SOLID LT, DASHED RT, CENTERLINE)


FISHER RD

30’ COVER

18" CMP

30’ COVER

18" CMP GRAVEL

GRAVEL

GRAVEL

30’ COVER

29-DEC-2014 13:46

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NUMBER:

PLOT FILE:

FILE NAME:

SJLCDL

SJL EPD

23p07B182_23.i

PROJECT NAME:


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


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



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


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



BRIDGE #3



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


WIDTH 30’






BRIDGE #3AVT ROUTE 104

STA. 42+75 - STA. 43+83 (DASHED, CENTERLINE)STA. 43+83 - STA. 51+75 (DASHED LT, SOLID RT, CENTERLINE)



STA. 42+75 - STA. 43+83 (DASHED, CENTERLINE)STA. 43+83 - STA. 51+75 (DASHED LT, SOLID 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:


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


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


WIDTH 30’












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


WIDTH 30’

EXISTING PAVEMENT

4’-11’-11’-4’




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





STA. 82+88 RT

STA. 82+53 RT

AT UTILITY POLE SEE DETAIL ON SHEET 6

REDUCE GUARDRAIL POST SPACING












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:


PLOT DATE:

CHECKED BY:

PROJECT NUMBER:

PLOT FILE:

FILE NAME:

SJLCDL

SJL EPD

25p07B182_25.i

PROJECT NAME:


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



WIDTH 30’


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




STA. 90+20 - STA. 100+75 RT

STA. 86+50 - STA. 88+13 RT

STA. 86+50 - STA. 87+49.5 LT















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


WIDTH 30’

EXISTING PAVEMENT 4’-11’-11’-4’

STA. 101+07.5 - STA. 101+45 RT

STA. 100+75 - STA. 101+07.5 RT




STA. 100+75 - STA. 101+45 RT





VT ROUTE 104

PIPE OUTLET (SEE DETAIL ON SHEET 35

PLACE STONE FILL TYPE 1 AROUND








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:


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


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


WIDTH 30’

EXISTING PAVEMENT

4’-11’-11’-4’

25’-0"



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 (EDGELINES TH #4) STA. 119+57 LT (EDGELINES TH #4)







TEMPORARY 4 INCH YELLOW LINE, PAINTDURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)






STA. 115+50 - STA. 119+45 (DASHED LT, SOLID RT, CENTERLINE)STA. 115+50 - STA. 119+45 (DASHED LT, SOLID 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


WIDTH 30’


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




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


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





STA. 136+52 LT

STA. 136+22.5 LT








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:


PLOT DATE:

CHECKED BY:

PROJECT NUMBER:

PLOT FILE:

FILE NAME:

SJLCDL

SJL EPD

27p07B182_27.i

PROJECT NAME:


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


WIDTH 30’

EXISTING PAVEMENT

4’-11’-11’-4’




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


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







STA. 148+81 RT

STA. 145+91.5 RT

BRIDGE #5





GRAVEL

PAVED

8’ COVER

5’ COVER

72" CMP


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


WIDTH 30’

EXISTING PAVEMENT

4’-11’-11’-4’

STA. 160+05 - STA. 160+42.5 RT

STA. 160+42.5 - STA. 174+25 RT




STA. 160+05 - STA. 174+25 RT





BRIDGE

#6

VT ROUTE 104

SLOPE EROSION (SEE DETAIL SHEET 35

PLACE STONE FILL TYPE 1 AT


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:


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


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"





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. 174+25 - STA. 183+80 RTSTA. 184+16 - STA. 185+41 RT







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









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. 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





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



STA. 193+54

CONNECT TO EXISTING GUARDRAIL



EROSION (SEE DETAIL ON SHEET 35

PLACE STONE FILL TYPE 1 AT SLOPE


BITUMINOUS CONCRETE GUTTER

OVERLAY EXISTING





GRAVEL

GRAVEL

GRAVEL

30’ COVER

25’ COVER

30’ COVER


30’ COVER


29-DEC-2014 13:46

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NUMBER:

PLOT FILE:

FILE NAME:

SJLCDL

SJL EPD

29p07B182_29.i

PROJECT NAME:


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’


STA. 202+75 - STA. 217+50 (SOLID LT & RT)(WITH BREAKS AT TOWN ROADS)


ADJUST ELEVATION OF VALVE BOX

BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS TEMPORARY 4 INCH WHITE LINE, PAINT






OVERLAY EXISTING


STA. 202+75 - STA. 217+50 (SOLID LT & RT, CENTERLINE)(WITH BREAKS AT TOWN ROADS)


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"






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)









DURABLE LETTER OR SYMBOL (SEE OPTION ITEMS)DURABLE 4 INCH WHITE LINE (SEE OPTION ITEMS)









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:


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


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"



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.)








DURABLE 24 INCH STOP BAR (SEE OPTION ITEMS)STA. 243+95 LT (CENTERLINE VT-128)

STA. 236+25 LT (CENTERLINE VT-128 APPR.)



STA. 243+95 LT (EDGELINES VT-128)

STA. 236+25 LT (EDGELINES VT-128 APPR.)



STA. 243+95 LT (CENTERLINE VT-128)

STA. 236+25 LT (CENTERLINE VT-128 APPR.)



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. 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


BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS


STA. 253+70 - STA. 259+45 RT





STA. 259+57.5 RT

STA. 253+70 RT



OVERLAY EXISTING

VT ROUTE 104




GRAVEL

PAVEDPAVED

PAVED

12’ COVER

42" CMP

12’ COVER

29-DEC-2014 13:46

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NUMBER:

PLOT FILE:

FILE NAME:

SJLCDL

SJL EPD

31p07B182_31.i

PROJECT NAME:


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. 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



GUARDRAIL APPROACH SECTION GALVANIZED, TYPE 1

TREATED TIMBER CURB STA. 270+79 - STA. 271+29 LT


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



CHANGING ELEVATION OF SEWER MANHOLE




STA. 271+29 - STA. 271+41.5 LT

STA. 268+02.5 - STA. 268+71.25 RT

STA. 266+90 - STA. 268+65 LT


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


STA. 271+40 - STA. 271+52.5 RT



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)


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


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




RESUME COLD PLANE/OVERLAY

EXISTING PAVEMENT JOINT

EXISTING PAVEMENT JOINT

34’-0"





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)





CONCRETE SIDEWALK, 5 INCH

PORTLAND CEMENT

DETECTABLE WARNING SURFACE

SOLID ROCK EXCAVATION



25’





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





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:


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


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


WIDTH 30’

EXISTING PAVEMENT

4’-11’-11’-4’





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



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)











33’-10"

25’-0"





VT ROUTE 104









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:


PLOT DATE:

CHECKED BY:

PROJECT NUMBER:

PLOT FILE:

FILE NAME:

SJLCDL

SJL EPD

33p07B182_33.i

PROJECT NAME:


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


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






2’ COVER

24" CPEP

2’ COVER

60" CMP

PAVED

PAVED

GRAVELGRAVEL

PAVED PAVED

1’ COVER

12" CMP

3’ COVER

3’ COVER

36


(TO BE ADJUSTED BY OTHERS)


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


WIDTH 28’

EXISTING PAVEMENT

3’-11’-11’-3’






GRAVEL

GRAVEL

6" COVER 1’ COVER

12" CMP

1’ COVER

6" COVER

3’X3’ BOX CULVERT1’ COVER


29-DEC-2014 13:46

DESIGNED 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


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)



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. 349+75 - STA. 363+26.40(SOLID LT & RT)







END LEVEL/OVERLAY







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:


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:


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

36

Documents

SHEET 1vtransmap01.aot.state.vt.us/rp/dpr/DIAsbuiltFilestore/State_and_US... · superpave bituminous concrete pavement where required or as directed by the resident engineer. all