1 0 .0 8 IN 0 8W 2 7 1 · 7 1 300 8 56 165 35 130 1750 1250 230 37 206 33 238 1392 2 31 12 57 15...

1.00'

12.00'

SIDEWALK

VARIES

8.00'

4.00'

SHOULDER

10.00'

TRAVELWAY

11.00'

1.00'

12.00'

TRAVELWAY

11.00'

SHOULDER

10.00'

4.00'

1.50' TO

12.00'

1.00'

TRAVELWAY

11.00'

SHOULDER

10.00'

4.00'

1.50' TO

1.50'

5.50'

12.00'

TRAVELWAY

11.00'

SHOULDER

10.00'

ESPLANADE

10.00'

SIDEWALK

5.00'

12.00'12.00'

(TYP.)

1.00'

1.00'

1.50'

SIDEWALK

5.00'

ANGLED PARKING

19.50'

SHOULDER

9.50'

TRAVELWAY

11.00'

TRAVELWAY

11.00'

SHOULDER

9.50'

ANGLED PARKING

19.50'

5.00'

12.00'

1.00'

SIDEWALK

VARIES

PARALLEL PARKING

0'-10.00'

SHOULDER

5.00' - 9.5'

RIGHT TURN LANE

11.00'

TRAVELWAY

11.00'

12.00'

4.00'

SHOULDER

10.00'

TRAVELWAY

11.00'

1.00'

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-2.0%

-2.0%

STATION TO STATION

84+55 TO 85+34 RT

-4.0%

4:1VARIES

SILL

4" LOAM

CURB TYPE 1

SIDEWALK WITH SWALE ESPLANADE

CURB TYPE 1

É

CONCRETE

4" REINFORCED

COURSE GRAVEL

10" AGGREGATE SUBBASE

-2.0%-4.0%

4:1

STATION TO STATION

84+35 TO 105+00 LT

TYPE 1

CURB

-4.0%

CURB TYPE 1

É

79+00 TO 79+71 LT

VARIES

GROUND

EXISTING -2.0%

23" AGGREGATE SUBBASE COURSE GRAVEL

7" HMA

4" LOAM

-2.0%-4.0%

-4.0%

STATION TO STATION

80+63 TO 83+30 LT

TYPE 1

CURB

VARIES VARIES

4:1 OR

É

GROUND

EXISTING

CONCRETE

4" REINFORCED

COURSE GRAVEL


4" LOAM

CURB TYPE 1 WITH SIDEWALK

-2.0%-4.0%VARIES

-2.0%

STATION TO STATION

VARIES

83+30 TO 84+35 LT

É

(TYP.)

4" LOAM

CURB TYPE 1 WITH ESPLANADE

AGGREGATE SUBBASE COURSE GRAVEL

122.22 CY/100 LF

2 - 11 FT. TRAVEL LANES

STATION TO STATION STATION TO STATION

79+71 TO 80+63 LT 79+00 TO 81+66 RT

-4.0%

153.88 CY/100 LF

LEFT SHOULDER

152.71 CY/100 LF

RIGHT SHOULDER

85+34 TO 87+06 RT

4:1

-4.0%

4.0% 4:1

4:1

3:1 -4.0%-2.0%

-2.0%

-2.0%

-2.0%R%

É

CONCRETE

4" REINFORCED

COURSE GRAVEL

10" AGGREGATE SUBBASE 4" LOAM

GRADE

PROFILE

CONCRETE

4" REINFORCED

COURSE GRAVEL


WITH ON STREET PARKING TYPICAL SECTION

US ROUTE 302 - DOWNTOWN SIDEWALK

(TYP.)

GROUND

EXISTING

(TYP.)

GROUND

EXISTING

4" LOAM


7" HMA

(TYP.)

TYPE 1

CURB

7" HMA

COURSE GRAVEL


-2.0%

7" HMA

COURSE GRAVEL


NOT TO SCALE

4" HMA*

TO STA. 86+00 LT.

SHOULDER FROM STA. 82+00

* CONSTRUCT FULL-DEPTH

TO STA. 86+00 LT.



7" HMACOURSE GRAVEL


4" HMA*

2.0%

R%

R%

APPROXIMATE.

6. THE STATIONING SHOWN UNDER EACH TYPICAL IS

8%.

AND SHOULDER CROSS SLOPE SHALL NOT EXCEED

5. THE ALGEBRAIC DIFFERENCE BETWEEN TRAVELWAY

GENERAL NOTES.

2" LOAM DEPTH. THE ACTUAL DEPTH MAY VARY. SEE

4. THE GRAVEL QUANTITY CALCULATION IS BASED ON A

DEPARTMENT.

UNLESS OTHERWISE DIRECTED BY THE

SUPERELEVATION SECTIONS SHALL BE STRAIGHT

3. CROSS SLOPES FOR BOTH NORMAL AND

TRAVELWAY.

SHOULDER SHALL HAVE THE SAME SLOPE AS THE

THE LOW SIDE SHOULDER, THE LOW SIDE

2. WHEN SUPERELEVATION EXCEEDS THE SLOPE OF

NOMINAL.

SHOWN ON THE PLANS ARE INTENDED TO BE

THE PAVEMENT, BASE AND SUBBASE DEPTHS AS 1.

NOTES:

-2.0%

STATION TO STATION

81+66 TO 83+55 RT

SILL

CURB TYPE 1-2.0% VARIESR%

R%7" HMA


CONCRETE

4" REINFORCED

COURSE GRAVEL


RIGHT TURN LANE WITH SIDEWALK

É

2.0%

2.0% 2.0%

-2.0% -4.0%

STATION TO STATION

87+06 TO 103+47 RT

CURB TYPE 1

É

CURB TYPE 1

-4.0%

4:1 4" LOAM

3:1

-2.0%7" HMA


4" HMA*

TO STA. 87+29.14 RT.

SHOULDER FROM STA. 78+83.93


4.0%

2.0%

(VA

RIE

S)

4.0

5' T

YP.

12.00'

1.00'

1.50'

SIDEWALK

5.00'

SHOULDER

10.00'

TRAVELWAY

11.00'

12.00'12.00'

1.50'

SIDEWALK

5.00'

SHOULDER

10.00'

TRAVELWAY

11.00'

TRAVELWAY

11.00'

SHOULDER

10.00'

TRAVELWAY

11.00'

SHOULDER

10.00'

12.00'

1.00'

12.00'12.00'

(2)

3.0

5'

(5)

3.2

4'

(MIN.)

1.00'

(4)

7.56'

1.50'

SIDEWALK

5.00'

ESPLANADE

6.00'

SHOULDER

6.00'

TRAVELWAY

11.00'

TRAVELWAY

11.00'

SHOULDER

6.00'

10.44' (3)

(TYP.)

4.00'

12.00'

TRAVELWAY

11.00'

SHOULDER

6.00'

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4:1

-2.0%

138+50 TO 144+54 LT

2:1

VARIES/100 LF


VARIES/100 LF

RIGHT SHOULDER

VARIES/100 LF

LEFT SHOULDER

111+50 TO 114+72 LT 111+50 TO 122+18 RT

4:1

3:1

STATION TO STATION

114+72 TO 118+00 LT

118+00 TO 122+00 LT



105+00 TO 111+50 RT

(TYP.)

CURB TYPE 5

VARIES/100 LF

RIGHT SHOULDER

VARIES/100 LF


VARIES/100 LF

LEFT SHOULDER

VARIES

EXISTING GROUND

SIDEWALK WITH ESPLANADE WITH FULL WIDTH SUBBASE

US ROUTE 302

SUPERELEVATED CURBED WITH LOW-SIDE SIDEWALK

US ROUTE 302

TYPE 5 CURB ISLAND

É

É

(TYP.)

GROUND

EXISTING

109+00 TO 111+50 LT

-L%

-R%

-2.0%

-4.0%

X%*

-L%

-2.0%

STATION TO STATION

-X%-4:1

107+14 TO 107+99 LT

-X%

-2.0% -4.0%

STATION TO STATION

CURB TYPE 1

É

CURB TYPE 1

-4.0%4:1

4" LOAM

-2.0%7" HMA

COURSE GRAVEL


103+47 TO 105+00 RT

4:1

É

COURSE GRAVEL


2" HMA

7" HMA

COURSE GRAVEL


COURSE GRAVEL


2" HMA

É

4" LOAM

ISLAND

EXISTING

7" HMA

COURSE GRAVEL


4" HMA

(TYP.)

2" LOAM

-2.0% -2.0%

3:1-4.0%

7" HMA

4" HMA

2" HMA4" LOAM

SUBBASE COURSE GRAVEL (1)

17" TO 23" AGGREGATE 7" HMA

(5) 2.70'

(4) 6.94'

(3) 7.54'

(2) 2.49'

(1) 17"

OTHER DIMENSIONS VARY AS NOTED:

SUBBASE COURSE GRAVEL DEPTH IS 17" AND

FROM STA. 111+50 TO STA. 121+50, AGGREGATE

NOTE:

COURSE GRAVEL (1)


VARIES

137+00 TO 138+50 LT

STONE DITCH

GRADE

PROFILE

GRADE

PROFILE

(TYP.)

EXISTING GROUND

NOT TO SCALE

4" HMA*

TO STA. 144+54 LT.



TO STA. 110+00 RT.



4" HMA*

TO STA. 110+00 RT.



4" HMA*

2" LOAM

2" OR 4" LOAM

2" OR 4" LOAM

X%*L%*

4" HMA

-2.0%-2.0%-2.0%


PAVEMENT REMOVAL: REPLACE WITH

APPROXIMATE.


8%.



GENERAL NOTES.



DEPARTMENT.




TRAVELWAY.




NOMINAL.



NOTES:

X%

X%

X%

R%

X%

X%L%

X%

X%

18" STONE DITCH PROTECTION

2.0%

2.0%

-2.0%

12.00'12.00'

SIDEWALK

5.00'

ESPLANADE

10.00'

SHOULDER

6.00'

TRAVELWAY

11.00'

TRAVELWAY

11.00'

SHOULDER

6.00'

10.00'

12.00'-23.00'12.00'

SHOULDER

5.00' TO 6.00'

11.00' TO 22.00'

TRAVELWAY

11.00'

SHOULDER

6.00'

12.00'12.00'

(TYP.)

1.00'

1.50'

SIDEWALK

5.00'

SHOULDER

6.00'

TRAVELWAY

11.00'

TRAVELWAY

11.00'

SHOULDER

6.00'

4.00'

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8%.



GENERAL NOTES.



DEPARTMENT.




TRAVELWAY.




NOMINAL.



NOTES:



123+00 TO 124+50 RT

VARIES/100 LF


VARIES/100 LF

RIGHT SHOULDER

VARIES/100 LF

LEFT SHOULDER

122+00 TO 124+50 LT

SIDEWALK WITH ESPLANADE WITH BOXED SUBBASE

US ROUTE 302 SUPERELEVATED

(TYP.)

2" LOAM

4:1

-2.0%

-2.0%

VARIES -2.0%

-2.0%

É

7" HMA

4" HMA

4" LOAM

2" HMA

GRADE

PROFILE

COURSE GRAVEL



VARIES

2" LOAM AND SEED

PAVEMENT REMOVAL;

R%X%

X%

X%L%

STATION TO STATION

-4:1

124+50 TO 132+50 LT

É

GRADE

PROFILE

-4.0%-X%

-2.0%

REMOVE EXISTING PAVEMENT

4" HMA

7" HMA

COURSE GRAVEL


(TYP.)

2" LOAM

GROUND

EXISTING

TRAVELWAY

LEFT TURN LANE &

MATCH EXISTING EXISTING

MATCH

AND BOX WIDENING

FULL DEPTH PAVEMENT REMOVAL

-2.0%

-2.0%

-2.0%-4.0% -4.0%


41.26 CY/100 LF

LEFT SHOULDER

41.26 CY/100 LF

RIGHT SHOULDER


122.22 CY/100 LF


-4:1

2.0%

-4.0%

-4:1

132+50 TO 144+00 RT132+50 TO 137+00 LT

-4.0%

4:14.0% 4.0% 3

:1

TYPE 3 CURB WITH SIDEWALK

US ROUTE 302

É

GRADE

PROFILE

2" HMA

(TYP.)

GROUND

EXISTING -2.0%

CURB TYPE 3 (MOLD 2)7" HMA

COURSE GRAVEL


4" HMACOURSE GRAVEL


CURB TYPE 3 (MOLD 1)

4" HMA*

TO STA. 144+53.54 RT.



4" LOAM

2" OR

4" LOAM

2" OR

4.00'

SHOULDER

9.00'

TRAVELWAY

11.00'

TRAVELWAY

APPROX. 11.00'

SHOULDER

APPROX. 8.00'

MATCH US ROUTE 302

VARIES

ISLAND

EXISTING

SHLD

2.00'

TRAVELWAY

11.00'

TRAVELWAY

11.00'

SHOULDER

8.00' - 10.00'

4.00'

(TYP.)

1.00'

ISLAND

EXISTING

4.00'

SHLD

5.00'

TRAVELWAY

16.00'

TRAVELWAY

11.00'

SHOULDER

5.00'

4.00'

(TYP.)

1.00'

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8%.



GENERAL NOTES.



DEPARTMENT.




TRAVELWAY.




NOMINAL.



NOTES:



1003+00 TO 1004+50 LT. 1003+31 TO 1004+50 RT.

0/100 LF

LEFT SHOULDER

81.78 CY/100 LF

ONE 11 FT. TRAVEL LANES

76.70 CY/100 LF

RIGHT SHOULDER

TYPICAL SECTION

STATE ROUTE 5

É

-2.0%

-4.0%

4" LOAM-4.0%

-4:1

TYPE 1

CURB

-X%VARIES

VARIES

-X%

GRADE

PROFILE

7" HMA

COURSE GRAVEL

23" AGGREGATE SUBBASE (TYP.)

GROUND

EXISTING 4" HMA(PAID FOR AS COMMON EXCAVATION)




VARIES/100 LF

RIGHT SHOULDER

VARIES/100 LF


VARIES/100 LF

LEFT SHOULDER

1000+00 TO 1003+00 LT. 1002+27 TO 1003+31 RT.

TYPICAL SECTION ALONG US 302 & RAISED ISLAND

STATE ROUTE 5

-2.0%

-4.0%

4" LOAM

-4.0%

-4:1

-X%VARIES

-X%

TYPE 5

CURB

EXISTING GROUND

GRADE

PROFILE

US ROUTE 302 TRAVELWAY

É

CURB TYPE 1

7" HMA

4" HMA

COURSE GRAVEL


X%

X%



199.51 CY/100 LF

11 FT. & 16 FT. TRAVEL LANES

48.56 CY/100 LF

RIGHT SHOULDER

47.67 CY/100 LF

LEFT SHOULDER

2000+00 TO 2001+34.89 LT. 2000+00 TO 2001+34.89 RT

-4.0%

TYPE 1

CURB

3:14.0%VARIES

-2.0%

-2.0% -2.0%

-2.0% -4.0%

É

GRADE

PROFILE

4.0%

TYPE 5

CURB

4" HMA7" HMA

COURSE GRAVEL


(TYP.)

4" LOAM

EXISTING CURB

REMOVE

TYPICAL SECTION

STATE ROUTE 5 & US 302 CONNECTOR

TRAVELWAY

VARIES

TRAVELWAY

VARIES

SIDEWALK

5.00'

TRAVELWAY

16.00'

TRAVELWAY

16.00'

1.00'

SHOULDER

VARIES

TRAVELWAY

VARIES

SHLD

VARIES

(TYP.)

1.00'

SIDEWALK

VARIES

ESP.

VARIES

SHOULDER

VARIES

TRAVELWAY

VARIES

VARIES

VARIES

TRAVELWAY

VARIES

SHOULDER

VARIES

SIDEWALK

5.00'

VARIESVARIES

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NOT TO SCALE

APPROXIMATE.


8%.



GENERAL NOTES.



DEPARTMENT.




TRAVELWAY.




NOMINAL.



NOTES:


TWO TRAVEL LANES - VARIES CY/100 LF

STUART ST.

RECREATION COMPLEX RD. STA. 980+15 TO US RTE 302

BRADLEY ST.

LOVEWELL POND RD.

PINE STREET STA. 901+00 TO US RTE 302

STA. 940+11 TO US RTE 302

(4" LOAM)

(4" LOAM)

TYPICAL SECTION

SIDE STREET

É

GRADE

PROFILE

4" HMA

COURSE GRAVEL


(TYP.)

2" LOAM VARIES

(TYP.)

EXISTING GROUND

2% 2%

2% 2%

(MAX.)

3:1

STA. 840+25 TO 840+38

STA. 860+25 TO 860+80

GRADE

PROFILE

OXFORD ST. STA. 800+60 TO US RTE 302

TWO TRAVEL LANES - VARIES CY/100 LF


TYPICAL SECTION

OXFORD STREET

É

SIDEWALK

EXISTING

4" LOAM

MULCH

2.0%

2.0%

-2.0%-2.0%

PARKING LOT

EXISTING

-2.0%-2.0%

4" HMA

COURSE GRAVEL


CONCRETE

4" REINFORCED

COURSE GRAVEL


É

STATION TO STATION

820+93.20 TO 821+71 RT.

VARIES VARIESGRADE

PROFILE

(PAID FOR AS COMMON EXCAVATION)


7" HMA

TYPICAL SECTION

PORTLAND STREET WITH PARTIAL PAVEMENT REMOVAL

TYPICAL SECTION

PORTLAND STREET

VARIES

VARIES

-2.0%

-2.0%

VARIES

2.0%

VARIES

TYPE 1 (TYP)

CURB

É

GRADE

PROFILE



VARIES CY/100 LF

RIGHT SHOULDER

VARIES CY/100 LF

LEFT SHOULDER

VARIES CY/100 LF


821+71 TO US RTE 302 LT. 821+71 TO US RTE 302 RT.

VARIES

4" LOAM

2.0%VARIES

BRICK SIDEWALK

REMOVE & REBUILD

PARKING LOT

EXISTING

7" HMA

COURSE GRAVEL


COURSE GRAVEL


4" LOAMCONCRETE

4" REINFORCED

COURSE GRAVEL


(SEE NOTE)

RAISED ISLAND

LENGTHENED. SEE GEOMETRIC AND CURB LAYOUT PLAN.

EXISTING RAISED ISLAND IS TO BE MAINTAINED AND NOTE:

3" HMA

COURSE GRAVEL


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7

TY

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144+50

TO

133+00

132+50

TO

130+50

130+00

129+50

129+00

128+50

128+00

127+81.82

127+50

127+00

TO

124+50

TO

123+50

123+00

122+50

TO

119+00

118+50

118+42.86

118+00

117+50

117+00

TO

111+50

111+00

110+50

110+00

109+50

TO

107+00

106+50

106+00

105+50

105+00

TO

86+50

86+25

TO

85+75

85+50

TO

82+25

82+00

TO

81+50

81+25

TO

81+00

80+50

TO

79+50

79+00

STATION

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.6

-3.5

-3.5

-3.5

-3.6

-3.6

-3.6

-2.2

-2.0

-2.0

-2.0

-2.0

-2.0

0.0

2.0

4.0

6.0

6.0

4.0

2.0

0.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

TRAVELWAY

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-2.0

-2.0

-2.0#

#

#

#

-4.0#

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-2.0

-2.0

-4.0

SHOULDER

LEFT

US ROUTE 302 - SUPERELEVATION TABLE

# MATCH STATE ROUTE 5

STATE ROUTE 5 - SUPERELEVATION TABLE

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

SHOULDER

LEFT

-2.0

-2.0

-2.0

-2.0

-0.8

0.4

1.6#

-0.4#

-2.0#

-2.0#

TRAVELWAY

1004+00

1003+50

1003+00

1002+50

1002+00

1001+50

1001+00

1000+50

1000+10.1

TO

1000+00

STATION

-2.0

0.0

2.0

2.0

0.8

-0.4

-*

-*

-*

-*

TRAVELWAY

-4.0

-*

2.0

2.0

-*

-*

-*

-*

-*

-*

SHOULDER

RIGHT

* US ROUTE 302 TRAVELWAY

# MATCH US ROUTE 302

-2.0

-2.0

-2.0

-2.0

-2.0

-1.4

-1.1

-0.2

0.8

1.7

2.6

3.5

3.5

3.5

3.6

3.6

3.6

2.2

2.0

0.8

-0.6

-2.0

-2.0

-2.0

-2.0

-4.0

-6.0

-6.0

-4.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

-2.0

TRAVELWAY

-4.0

-4.0

-5.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-3.4

-2.5

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-4.0

-6.0

-6.0

-4.0

-4.0

-4.0

-4.0

-4.0

-3.0

-3.0

-2.0

-2.0

-3.0

-3.0

-4.0

-4.0

-4.0

-4.0

-4.0

SHOULDER

RIGHT

ESTIMATED QUANTITIES

ITEM NO. QUANTITYDESCRIPTION UNITHIG

HW

AY

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SHEET NUMBER

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CH

AN

GE

S

RE

VISIO

NS

1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

VISIO

NS

4

CH

EC

KE

D-

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WE

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T.

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SO

N

L.

ME

EK

LE

M07\

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0

OF 124

FR

YE

BU

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RO

UT

E

30

2

E.

MA

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DE

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2

DE

SIG

N3-

DE

TAIL

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3

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P.

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LE

PL

P

1728001

WIN

17280.0

1HIG

HW

AY P

LA

NS

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

ST

AT

E O

F M

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E

DA

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NA

TU

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P.E.

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ER

8

ES

TI

MA

TE

D

QU

AN

TITIE

S

ESTIMATED QUANTITIES

ITEM NO. QUANTITYDESCRIPTION UNIT

827.364

801.03

660.21

659.10

656.75

652.41

652.381

652.38

652.36

652.35

652.34

652.33

652.30

645.292

645.291

645.118

645.116

645.113

645.108

645.106

645.103

643.92

ASBESTOS CEMENT PIPE DISPOSAL

TEST PITS

ON-THE-JOB TRAINING

MOBILIZATION

TEMP SOIL EROSION AND WATER POLLUTION CONTROL

PORTABLE CHANGEABLE MESSAGE SIGN

TRAFFIC OFFICER

FLAGGER

MAINTENANCE OF TRAFFIC CONTROL DEVICES

CONSTRUCTION SIGNS

CONE

DRUM

FLASHING ARROW BOARD

REGULATORY, WARNING, CONFIRMATION, & ROUTE MARKER ASSEMBLY SIGNS, TYPE II

ROADSIDE GUIDE SIGNS, TYPE II

REINSTALL POLE

REINSTALL REGULATORY, WARNING, CONFIRMATION, & ROUTE MARKER ASSEMBLY SIGN

REINSTALL GUIDE SIGN

DEMOUNT POLE

DEMOUNT REGULATORY, WARNING, CONFIRMATION, & ROUTE MARKER ASSEMBLY SIGN

DEMOUNT GUIDE SIGN

PEDESTAL POLE

22

3

2000

1

1

4

200

10000

325

600

100

100

2

310

306

16

15

1

74

57

17

6

TON

EA

HR

LS

LS

EA

HR

HR

CD

SF

EA

EA

EA

SF

SF

EA

EA

EA

EA

EA

EA

EA

643.91

643.83

643.71

643.62

639.18

631.22

631.20

631.172

631.15

631.14

631.12

631.11

631.10

629.05

627.78

627.77

627.75

627.733

626.46

626.451

626.421

626.411

626.36

626.35

626.22

626.11

620.58

619.12

618.14

618.13

615.07

613.319

610.18

610.08

609.38

609.35

609.34

609.31

609.2381

609.238

609.2341

609.234

609.221

609.12

609.11

608.26

608.08

606.47

606.356

605.13

605.12

605.11

605.09

604.252

604.249

604.248

604.247

604.246

604.18

604.092

604.09

604.072

603.195

603.179

603.175

603.165

603.16

603.159

603.155

602.30

411.09

409.15

403.213

403.209

403.2081

403.2072

304.10

203.25

203.2333

203.2312

203.20

202.15

201.24

201.23

MAST ARM POLE

VIDEO DETECTION SYSTEM

TRAFFIC SIGNAL MODIFICATION: ROUTE 302 AND PORTLAND STREET

RECTANGULAR RAPID FLASHING BEACON

FIELD OFFICE TYPE A

FRONT END LOADER (INCLUDING OPERATOR)

STUMP CHIPPER (INCLUDING OPERATOR)

TRUCK-LARGE (INCLUDING OPERATOR)

ROLLER, EARTH AND BASE (INCLUDING OPERATOR)

GRADER (INCLUDING OPERATOR)

ALL PURPOSE EXCAVATOR (INCLUDING OPERATOR)

AIR TOOL (INCLUDING OPERATOR)

AIR COMPRESSOR (INCLUDING OPERATOR)

HAND LABOR, STRAIGHT TIME

TEMPORARY 4" PAINTED PAVEMENT MARKING LINE, WHITE OR YELLOW

REMOVING EXISTING PAVEMENT MARKING

WHITE OR YELLOW PAVEMENT & CURB MARKING

4" WHITE OR YELLOW PAINTED PAVEMENT MARKING LINE

48-INCH DIAMETER FOUNDATION

42-INCH DIAMETER FOUNDATION

24-IN DIAMETER FONDATION

18-IN DIAMETER FOUNDATION

REMOVE OR MODIFY CONCRETE FOUNDATION

CONTROLLER CABINET FOUNDATION

NON-METALLIC CONDUIT

PRECAST CONCRETE JUNCTION BOX

EROSION CONTROL GEOTEXTILE

MULCH

SEEDING METHOD NUMBER 2

SEEDING METHOD NUMBER 1

LOAM

EROSION CONTROL BLANKET

STONE DITCH PROTECTION

PLAIN RIPRAP

RESET CURB TYPE 1

CURB TYPE 5 - CIRCULAR

CURB TYPE 5

CURB TYPE 3

TERMINAL CURB TYPE 1 - 8 FOOT - CIRCULAR

TERMINAL CURB TYPE 1 - 8 FOOT

TERMINAL CURB TYPE 1 - 4 FOOT - CIRCULAR

TERMINAL CURB TYPE 1 - 4 FOOT

TERMINAL CURB TYPE 1

VERTICAL CURB TYPE 1 - CIRCULAR

VERTICAL CURB TYPE 1

CURB RAMP DETECTABLE WARNING FIELD

REINFORCED CONCRETE SIDEWALK

SINGLE WOOD POST

UNDERDRAIN DELINEATOR POST

18 INCH UNDERDRAIN TYPE C



6 INCH UNDERDRAIN TYPE B

CATCH BASIN TYPE A5-C

CATCH BASIN TYPE F6-C

CATCH BASIN TYPE F6

CATCH BASIN TYPE F5-C

CATCH BASIN TYPE F5

ADJUSTING MANHOLE OR CATCH BASIN TO GRADE

CATCH BASIN TYPE B1-C

CATCH BASIN TYPE B1

CATCH BASIN TYPE A1-C

24" RCP CLASS III

18" CULVERT OPTION III

18" RCP CLASS III

15" RCP CLASS III

15" CULVERT PIPE OPTION I

12" CULVERT PIPE OPTION III

12" RCP CLASS III

FLOWABLE CONCRETE FILL

UNTREATED AGGREGATE SURFACE COURSE

BITUMINOUS TACK COAT, APPLIED

HOT MIX ASPHALT 12.5 MM NOMINAL MAXIMUM SIZE

HOT MIX ASPHALT 9.5 MM (SIDEWALKS, DRIVES, ISLANDS & INCIDENTALS)

HOT MIX ASPHALT - 12.5 MM NOMIMAL MAXIMUM SIZE (POLYMER MODIFIED)

ASPHALT RICH HOT MIX ASPHALT, 19.0 MM NOMIMAL MAXIMUM SIZE

AGGREGATE SUBBASE COURSE - GRAVEL

GRANULAR BORROW

DISPOSAL/TREATMENT OF SPECIAL EXCAVATION

HEALTH AND SAFETY PLAN (HASP)

COMMON EXCAVATION

REMOVING EXISTING MANHOLE OR CATCHBASIN

REMOVING STUMP

REMOVING SINGLE TREE TOP

4

1

1

1

1

50

50

100

20

20

100

50

50

200

19500

6500

3700

21600

14.5

32.5

14

33

7

1

300

8

56

165

35

130

1750

1250

230

37

206

33

238

1392

2

31

12

57

15

272

4538

320

880

2

15

96

1011

2841

4447

1.25

3

1

9

5

3

7.375

1

11.125

36

514

74

58

64

384

233

35

50

1750

4700

900

2800

3950

24050

100

670

1

24900

21

5

5

EA

LS

LS

EA

EA

HR

HR

HR

HR

HR

HR

HR

HR

HR

LF

SF

SF

LF

LF

LF

LF

LF

EA

EA

LF

EA

SY

UN

UN

UN

CY

SY

CY

CY

LF

LF

LF

LF

EA

EA

EA

EA

LF

LF

LF

SF

SY

EA

EA

LF

LF

LF

LF

EA

EA

EA

EA

EA

EA

EA

EA

EA

LF

LF

LF

LF

LF

LF

LF

CY

CY

GAL

TON

TON

TON

TON

CY

CY

TON

LS

CY

EA

EA

EA

UNDERDRAIN

STATIONRCP

OPTION I

OPTION III

BTYPE

C

TYPEUNITS

AND INLET GRATE

ELBOWS, TEES, WYES

SMOOTHLINED

CORRUGATED

B

TYPEOUTLET SMOOTHLINED

CORRUGATED

DESCRIPTIONSSIZE LENGTH CLASS SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE LENGTH A1-C LENGTH LENGTH SIZE LENGTH SIZE LENGTH

PIPE (PPP)

CULVERT

POLYPROPYLENE

WALL

TRIPLE

TYPE D

REMARKS

CULVERT PIPE

CB #14: STA. 84+60.9, 28.7' RT.

CB #17: STA. 85+23.0, 19.9' LT.

CB #18: STA. 88+96.9, 19.9' RT.

CB #19: STA. 92+50.0, 19.9' LT.

CB #23: STA. 1000+21.7, 19.9' LT.

CB #25A: STA. 2000+57.8, 15.9' LT.

CB #10: STA. 84+00.0, 19.9' LT.

CB #15: STA. 85+02.0, 29.2' RT.

CB #16: STA. 85+50.0, 38.9' RT.

CB #25: STA. 2000+45.0, 19.9' RT.

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

OFFSET CONE

12"

18"

12"

12"

12"

III

72'

111'

66'

10'

15" 58'

12" 45'

12"

12" 94'

HIG

HW

AY

Divisio

n:

Filena

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TA\

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Su

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Date:7/6/202

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VISIO

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2

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VISIO

NS

3

RE

VISIO

NS

4

CH

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M07\

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OF

FR

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BU

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RO

UT

E

30

2

E.

MA

RTIN

DE

SIG

N2-

DE

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ED

2

DE

SIG

N3-

DE

TAIL

ED

3

TH

G

P.

PO

TT

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PL

P

1728001

WIN

17280.0

1HIG

HW

AY P

LA

NS

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

ST

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E O

F M

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SIG

NA

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P.E.

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ER

DR

AIN

AG

E

SH

EE

T

124

9

A5-C B1 B1-C B5 F5 F5-C F6

MANHOLE

BASIN/

CATCH

CB #2: STA. 81+22.5, 38.9' RT.

CB #4: STA. 80+39.3, 38.9' LT.

CB #6: STA. 81+15.0, 33.0' LT.

CB #7: STA. 81+85.0, 33.0' LT.

CB #8: STA. 83+00.0, 19.9' LT.

CB #12: STA. 821+58.4, 43.9' LT.

CB #20: STA. 92+50.0 19.9' RT.

CB #21: STA. 100+00.0, 19.9' LT. 1.50

CB #22: STA. 100+00.0, 19.9' RT.

1

1

1

CB #24A: STA. 105+50.0, 19.9' RT.

CB #24: STA. 2000+07.7, 37.5' LT.

CB #22A: STA. 96+50.9, 21.2' RT.

CB #26: STA. 107+94.2, 19.5' LT.

CB #27: STA. 107+94.2, 19.9' RT.

CB #29: STA. 133+53.0, 15.9' LT.

CB #30: STA. 133+48.0, 15.9' RT.

CB #31 STA. 134+87.5, 15.9' LT.

CB #31A STA. 134+87.5, 23.0' LT.

CB #32 STA. 134+87.5, 15.9' RT.

CB #33 STA. 140+00.0, 15.9' RT.

CB# 4 TO CB #6

CB #7 TO CB #9

CB #3 TO CB #8

CB #6 TO CB #7

CB #8 TO CB #9

CB #10 TO CB #10A 161'

III

CB #15 TO CB #16

8'CB #17A TO CB #17B

CB #22 TO CB #21 24" 36' III

STA. 115+48, 32.6' LT. TO STA. 115+74, 32.6' LT. 15" 26'

STA. 117+65, 32.0' LT. TO STA. 118+03, 33.0' LT. 15" 38'

18" 28' IIICB #31 TO CB #32

12" 12'

12" 16'

18" 46' IIISTA. 140+00, 32.2' LT. TO CB #33

CB #33 TO STA. 140+00, 41.3' RT. 18" 24'

DRIVEWAY CULVERTS

CULVERT PIPES

REINFORCED CONCRETE PIPE

CATCH BASINS & MANHOLES

CB #10A TO STA. 13+41.50 18" 156'

CB #14 TO CB #15 12" 37'

24" 166'

CB #27 TO CB #27A

CB #15 TO CB #17 12" 50' III

CB #25 TO CB #25A 12" 34' III

CB #9: STA. 83+00.0, 34.0' LT.

CB #10A: STA. 11+84.2

CB #27A: STA. 108+00.0, 34.5' RT. 1

18" 173'CB #32 TO STA. 134+91.7, 192.1' RT.

F6-C

1CB #3: STA. 82+73.9, 35.9' RT.

1

1.375

CB #17A: STA. 86+76.0, 29.3' LT.

CB #17B: STA. 86+76.0, 19.9' LT. 1

1.50

1.25

1.125

CB #23A: STA. 1002+92.8, 17.9' LT. 1

FLAT TOP

FLAT TOP

FLAT TOP

CB #21 TO OUTLET

12"CB #31A TO CB #31 4'

12"CB #22A TO EXISTING 3'

CB #12 TO CB #14

CB #23A TO CB #25 12" 55'

CB #31A TO EXISTING OCS PIPE

III

101'

232'

45'

72'

56'

154'

151'

505'

349'

119'

UNDERDRAIN

STATIONRCP

OPTION I

OPTION III

BTYPE

C

TYPEUNITS

AND INLET GRATE

ELBOWS, TEES, WYES

SMOOTHLINED

CORRUGATED

B

TYPEOUTLET SMOOTHLINED

CORRUGATED

DESCRIPTIONSSIZE LENGTH CLASS SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE LENGTH A1-C LENGTH LENGTH SIZE LENGTH SIZE LENGTH

PIPE (PPP)

CULVERT

POLYPROPYLENE

WALL

TRIPLE

TYPE D

REMARKS

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124

10

A5-C B1 B1-C B5 F5 F5-C BEHIND CURBF6

MANHOLE

BASIN/

CATCH

238'

CB #2 TO CB #3 148'12"

STA. 78+88, 38.9' RT. TO CB#2

STA. 79+92, 38.9' LT. TO CB #4

STA. 80+60, 19.9' LT. TO CB #8

STA. 82+96, 25.9' RT. TO CB #12

CB #17B TO STA. 87+31, 19.9' LT.

CB #16 TO STA. 87+06, 38.5' RT.

STA. 87+44, 19.9' RT. TO CB #18

STA. 87+44, 19.9' LT. TO CB #19

CB #18 TO CB #20 12"

CB #20 TO CB #22A

15"

CB #22A TO CB #22 15" 346'

CB #22 TO CB #24A 15" 546'

CB #24A TO CB #27 12" 230'

STA. 107+18, 19.9' LT. TO CB #26 81'

CB #25 TO CB #26 12" 53'

12" 53'CB #24 TO CB #25A

CB #24 TO STA. 1004+76, 18.9' RT.

CB #25A TO STA. 108+81, 19.9' LT. 99'

CB #27 TO STA. 111+46, 16.0' RT. 334'

912'STA. 122+00, 15.9' LT. TO STA. 131+14, 15.9' LT.

233'STA. 131+18, 15.9' LT. TO CB #29

STA. 132+54, 15.9' RT. TO CB #30 93'

CB #29 TO CB #31 12" 131'

12" 136'CB #30 TO CB #32

505'CB #32 TO STA. 139+94, 15.9' RT.

345'CB #33 TO STA. 143+47, 15.9' RT.

UNDERDRAIN

12" 148'

349'

119'

12"

15"

15" 346'

12" 546'

12" 230'

12" 53'

12" 53'

12" 131'

12" 136'

STA. 79+89, 37.1' LT. TO 78+94, 19.9' LT

CB #10 TO CB #17

CB #17 TO CB #17B 12" 149' 12" 149'

CB #19 TO CB #21 12" 746' 12" 746'

12" 397' 12" 397'

80'

CB #23 TO CB #23A 12" 262' 12" 262'

CB #31 TO STA. 137+00, 15.9' LT. 211'

CB #21 TO CB #23 12" 507' 12" 507'

CB #8 TO CB #10 96'18"96'18"

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ER

11CONSTRUCTED AT UNDERDRAIN OUTLETS.A 3 FT X 3 FT SQUARE RIPRAP PAD WITH 1.5 FT DEPTH SHALL BE 24.

SECTION 605, UNDERDRAINS.

603, PIPE CULVERTS AND STORM DRAINS OR STANDARD SPECIFICATIONS

WILL BE CONSIDERED INCIDENTAL TO STANDARD SPECIFICATIONS SECTION

PROPOSED PIPE CONNECTIONS WILL NOT BE PAID FOR SEPARATELY AND

ANY NECESSARY CUTTING OF EXISTING CATCH BASINS TO ALLOW FOR 23.

MANHOLES, INLETS AND CATCH BASINS.

BE CONSIDERED INCIDENTAL TO STANDARD SPECIFICATIONS SECTION 604,

PROPOSED CATCH BASINS WILL NOT BE PAID FOR SEPARATELY AND WILL

ANY NECESSARY CUTTING OF EXISTING PIPES TO FIT IN AREAS OF 22.

UNDERDRAIN AND SHALL BE CONSIDERED INCIDENTAL.

PLASTIC END CAPS SHALL BE USED ON ALL DEAD-END 6" TYPE B 21.

PLANS OR DIRECTED BY THE RESIDENT.

FLAT TOPS FOR CATCH BASINS ARE NOT ALLOWED UNLESS NOTED ON THE 20.

RESIDENT.

UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE

INLETS AND OUTLETS OF ALL ROADWAY CULVERTS SHALL BE RIPRAPPED 19.

WITHOUT PRIOR APPROVAL OF THE RESIDENT.

NO EXISTING DRAINAGE SHALL BE ABANDONED, REMOVED, OR PLUGGED 18.

BY THE RESIDENT UNDER THE APPROPRIATE PAY ITEMS.

EXISTING CULVERTS AND CATCH BASINS WILL BE CLEANED AS DIRECTED 17.

THE TRAVELWAY.

SHOULDER, THE LOW SIDE SHOULDER SHALL HAVE THE SAME SLOPE AS

WHEN SUPER ELEVATION EXCEEDS THE SLOPE OF THE LOW SIDE 16.

AND REMOVAL OF VEGETATIVE MATTER.

BE INCIDENTAL TO THE RELATED PAVING ITEMS. THIS INCLUDES KILLING

ANY NECESSARY CLEANING OF EXISTING PAVEMENT PRIOR TO PAVING SHALL 15.

THE PLANS OR DIRECTED BY THE RESIDENT.

COURSE-GRAVEL AND 4" CONCRETE SIDEWALK UNLESS OTHERWISE NOTED IN

ALL CONCRETE WALKS TO BE CONSTRUCTED WITH 10" AGGREGATE SUBBASE 14.


COURSE-GRAVEL AND 2" HOT MIX ASPHALT UNLESS OTHERWISE NOTED IN

ALL PAVED WALKS TO BE CONSTRUCTED WITH 12" AGGREGATE SUBBASE 13.

RESIDENT.

UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY THE

A 3-FOOT PAVED LIP SHALL BE PLACED AT ALL GRAVEL ENTRANCES 12.


UNTREATED AGGREGATE SURFACE COURSE UNLESS OTHERWISE NOTED IN

COURSE - GRAVEL OR 11" AGGREGATE SUBBASE COURSE GRAVEL AND 3"

GRAVEL ENTRANCES SHALL BE CONSTRUCTED WITH 14" AGGREGATE SUBBASE 11.

ASPHALT AND 11" AGGREGATE SUBBASE COURSE GRAVEL.

COMMERCIAL PAVED ENTRANCES SHALL BE CONSTRUCTED WITH: 3" HOT MIX 10.

ASPHALT AND 12"AGGREGATE SUBBASE COURSE GRAVEL.

RESIDENTIAL PAVED ENTRANCES SHALL BE CONSTRUCTED WITH: 2" HOT MIX 9.

COMPACTING THE FILL MATERIAL ALONG WITH THE MATERIAL REMOVED.

EXCAVATING STEPS OF SUFFICIENT WIDTH TO PERMIT PLACING AND

EXISTING INSLOPES IN PROPOSED FILL AREAS SHALL BE BENCHED BY 8.

RESIDENT.

TYPE AND LOCATION OF DITCH PROTECTION MAY BE ALTERED BY THE

CONSTRUCTION NOTES IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL

REQUIRED DITCH PROTECTION SHOWN ON THE PLANS OR IN THE 7.

CONSIDERED INCIDENTAL.

RESIDENT. GRADING, SEEDING AND MULCHING OF WASTE AREAS SHALL BE

OFF THE PROJECT IN ACCEPTABLE WASTE AREAS REVIEWED BY THE

ALL WASTE MATERIAL NOT USED ON THE PROJECT SHALL BE DISPOSED OF 6.

NON-GUARDRAIL FILL SLOPES UNLESS OTHERWISE NOTED ON THE PLANS.

DRIVEWAY FILL SIDE SLOPES SHALL BE THE SAME AS THE 5.

INCHES IN WOODED AREAS.

ESTIMATED GRUBBING DEPTHS ARE 6 INCHES IN FIELD AREAS AND 12

MAY VARY BASED ON FIELD CONDITIONS AS DIRECTED BY THE RESIDENT.

BEEN USED FOR ESTIMATING PURPOSES ONLY. ACTUAL GRUBBING LIMITS

AND THE QUANTITIES NOTED. THESE LIMITS ARE APPROXIMATE AND HAVE

GRUBBING IN FILL AREAS HAVE BEEN SHOWN ON THE CROSS SECTIONS 4.

INDICATED ON THE PLANS AND APPROVED BY THE RESIDENT.

SHALL BE ESTABLISHED IN THE FIELD BY THE CONTRACTOR AS

NO SEPARATE PAYMENT WILL BE MADE. THE ACTUAL LINES FOR CLEARING

ALL CLEARING SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND 3.

RESIDENT.

ESTABLISHED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE

PURPOSES ONLY. THE ACTUAL LINES FOR CLEARING SHALL BE

THE CLEARING LINES SHOWN ON THE PLANS ARE FOR ESTIMATING 2.

OTHERWISE AUTHORIZED BY THE RESIDENT.

CONSTRUCTION SLOPE LINES OR AS SHOWN ON THE PLANS UNLESS

CLEARING LIMITS SHALL BE 5' BEYOND AND PARALLEL TO THE 1.

BE USED TO REMOVE STUMPS.

SPECIFICATIONS ITEM 631.20, STUMP CHIPPER RENTAL (INCLUDING OPERATOR) MAY

201.24, REMOVE STUMP. HOWEVER, WHERE DIRECTED BY THE RESIDENT, STANDARD

STUMP REMOVAL HAS BEEN ESTIMATED UNDER STANDARD SPECIFICATIONS ITEM 58.

EDGE OF SHOULDER PAVEMENT.

UPON FINAL COMPLETION OF THE PROJECT THERE IS NO DROP-OFF FROM THE

THE CONTRACTOR SHALL PLAN AND CONDUCT THEIR WORK ACCORDINGLY SO THAT 57.

GRATE.

OF GRATE. CATCH BASIN OFFSET LOCATIONS ARE MEASURED TO CENTER OF

ON THE CROSS SECTIONS ARE THE TOP OF GRATE ELEVATIONS AT THE CENTER

CATCH BASIN AND RIM ELEVATIONS (INCL "BEHIND CURB CATCH BASINS") NOTED 56.

AND THE ACTUAL FIELD CONDITIONS.

CONTRACTOR DUE TO ANY VARIANCE BETWEEN THE DATA SHOWN ON THE PLANS

SEPARATE OR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE

TO BE ACCURATE NOR IS IT GUARANTEED THAT ALL UTILITIES ARE SHOWN. NO

VARIOUS OTHER SOURCES. LOCATIONS ARE APPROXIMATE AND NOT GUARANTEED

PLANS AND CROSS SECTIONS WERE COMPILED FROM FIELD SURVEY AND

THE LOCATION OF THE EXISTING UTILITIES AND DRAINAGE SHOWN ON THE 55.

FINISHED DITCH FLOW LINE.

ALL DITCH ELEVATIONS SHOWN ON THE CROSS SECTIONS ARE FOR THE 54.

AND REMOVAL SHALL BE INCIDENTAL TO CONTRACT ITEMS.

ON THE LEADING AND THE TRAILING END. MATERIALS, PLACEMENT, MAINTENANCE,

CONSTRUCTED WITH ONE FOOT OF LENGTH FOR EVERY 1/4" OF TRANSITION DEPTH

HMA PLANTS ARE OPEN FOR THE SEASON. TEMPORARY RAMPS SHALL BE

WILL NOT BE ALLOWED, BUT COLD PATCH MAY BE TEMPORARILY UTILIZED UNTIL

ROADWAY SECTION, PAVED OR MILLED, EACH DAY. THE USE OF MILLINGS OR RAP

A TEMPORARY RAMP SHALL BE CONSTRUCTED WITH HMA AT THE ENDS OF THE 53.

REGIONAL TRAFFIC ENGINEER.

ALL PROPOSED PERMANENT SIGN LOCATIONS SHALL BE APPROVED BY THE 52.

CONTROL BLANKET.

ALL DITCHES NOT OTHERWISE TREATED SHALL HAVE ITEM 613.319 - EROSION 51.

SECTIONS PLACED IN THE MIDDLE THIRD OF THE PIPE.

WHERE 4 FT SECTIONS OF RCP ARE NECESSARY, THEY SHALL BE CAST 50.

SHALL BE AT THE CONTRACTOR'S EXPENSE.

RESIDENT. ALL WORK, EQUIPMENT, AND MATERIALS REQUIRED TO MAKE REPAIRS

PERSONNEL, OR OPERATION SHALL BE REPAIRED TO THE SATISFACTION OF THE

ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR'S EQUIPMENT, 49.

ISLAND TAPERED ENDS.

WHITE OR YELLOW PAVEMENT & CURB MARKING) SHALL BE APPLIED TO ALL

WHITE PAVEMENT/CURB MARKING (STANDARD SPECIFICATIONS ITEM 627.75, 48.

SPECIFICATIONS ITEM 631.32, CULVERT CLEANER (INCLUDING OPERATOR).

AS DIRECTED BY THE RESIDENT. PAYMENT WILL BE MADE UNDER STANDARD

PRIOR TO SURFACE PAVING, EXISTING CULVERTS TO REMAIN SHALL BE CLEANED 47.

BE USED TO REMOVE STUMPS.

SPECIFICATIONS ITEM 631.20, STUMP CHIPPER RENTAL (INCLUDING OPERATOR) MAY

201.24, REMOVE STUMP. HOWEVER, WHERE DIRECTED BY THE RESIDENT, STANDARD

STUMP REMOVAL HAS BEEN ESTIMATED UNDER STANDARD SPECIFICATIONS ITEM 46.

CONSIDERED INCIDENTAL TO THE CONTRACT.

VISIBLE TO THE TRAVELING PUBLIC. PAYMENT FOR THIS WORK WILL BE

OPERATIONAL BUSINESS DIRECTIONAL SIGNS (OBDS) TO ENSURE THAT THEY ARE

THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING 45.

SLOPES.

EROSION CONTROL MIX SHALL BE USED IN PLACE OF MULCH ON 2:1 BACK 44.

CONDITIONS BETWEEN BORING LOCATIONS.

LOCATIONS. DATA PROVIDED MAY NOT BE REPRESENTATIVE OF THE SUBSURFACE

AND INTERPRETIVE SUBSURFACE INFORMATION COLLECTED AT DISCRETE

INFORMATION. THE BORING LOGS CONTAINED IN THE PLAN SET PRESENT FACTUAL

INTERPRETATIONS OF OR CONCLUSIONS DRAWN FROM THE GEOTECHNICAL

SHALL NOT BE RESPONSIBLE FOR THE BIDDER'S OR CONTRACTOR'S

OF ACTUAL SUBSURFACE CONDITIONS AT THE CONSTRUCTION SITE. MAINEDOT

GIVEN THAT THE INFORMATION OR INTERPRETATIONS WILL BE REPRESENTATIVE

FOR THE USE OF THE BIDDERS AND THE CONTRACTOR. NO ASSURANCE IS

GEOTECHNICAL INFORMATION FURNISHED OR REFERRED TO IN THIS PLAN SET IS 43.

INCIDENTAL TO ITEM 403.

THE RESIDENT. PAYMENT FOR CUTTING OF EXISTING PAVEMENT SHALL BE

PAVEMENT CUT LINES SHALL BE NEAT, CLEAN, AND STRAIGHT AS DIRECTED BY 42.

BE REMOVED AND WILL BE PAID UNDER ITEM 203.20 COMMON EXCAVATION.

EXISTING PAVEMENT AND GRAVEL WITHIN THE LIMITS OF CONSTRUCTION MUST 41.

IS INCIDENTAL TO ITEM 203.20 COMMON EXCAVATION.

REMAINS, MISCELLANEOUS CONCRETE, BOULDERS, AND PERSONAL PROPERTY ITEMS

DIRECTED BY THE RESIDENT INCLUDING WELLS, BUSHES, ROCK WALLS, FOUNDATION

REMOVAL OF MISCELLANEOUS ITEMS AS IDENTIFIED IN THE PLAN SET OR AS 40.

DEPARTMENT. PAYMENT SHALL BE MADE UNDER APPROPRIATE CONTRACT ITEMS.

THE STRIPING LAYOUT IN THE CONTRACT DOCUMENTS OR AS PROVIDED BY THE

FINAL STRIPING FOR THE PROJECT SHALL BE DONE BY THE CONTRACTOR PER 39.

"UNDETERMINED LOCATIONS" SHALL BE DETERMINED BY THE RESIDENT.38.

RENTAL ITEMS.

THE SUPERVISION OF EQUIPMENT BEING PAID FOR UNDER THE EQUIPMENT

NO SEPARATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL BE MADE FOR 37.

BUT WILL BE CONSIDERED INCIDENTAL TO THE RELATED DRAINAGE ITEMS.

TO COMPLY WITH BACKSLOPING REQUIREMENTS WILL NOT BE PAID FOR DIRECTLY

STRUCTURES. ADDITIONAL EXCAVATION FOR THE CONTRACTOR'S CONVENIENCE OR

THE APPROXIMATE MINIMUM QUANTITY REQUIRED TO INSTALL DRAINAGE

DRAINAGE AND MINOR STRUCTURES ARE INFORMATIONAL ONLY AND REPRESENT

ESTIMATED QUANTITIES FOR REQUIRED STRUCTURAL EARTH EXCAVATION, 36.

EXCAVATION FROM EXCAVATION AREAS.

AREAS REQUIRING FILL ON THE PROJECT WILL COME FROM SUITABLE 35.

RESIDENT AND SPECIFIC PROPERTY OWNERS.

PROJECT. LOCATION OF NEW MAILBOX POSTS SHALL BE COORDINATED WITH THE

CONTRACTOR SHALL INSTALL NEW MAILBOX POSTS AS REQUIRED FOR THE 34.

THIS WORK WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

MAILBOXES TO ENSURE THAT THE MAIL WILL BE DELIVERABLE. PAYMENT FOR

THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING 33.

LINES AND WILL BE CONSIDERED PART OF ITEM 627.78.

PAVEMENT MARKINGS OF PAINT, BOTH YELLOW CENTERLINE AND WHITE EDGE

ANY BASE PAVEMENT NOT SURFACED BEFORE WINTER WILL REQUIRE TEMPORARY 32.

AND 2 INCHES IN ALL OTHER AREAS UNLESS OTHERWISE NOTED OR DIRECTED.

LOAM SHALL BE PLACED TO A NOMINAL DEPTH OF 4 INCHES IN LAWN AREAS 31.

ALL OTHER AREAS.

LAWNS AND DEVELOPED AREAS: SEEDING METHOD NO. 2 SHALL BE UTILIZED ON

UNLESS OTHERWISE NOTED, SEEDING METHOD NO. 1 SHALL BE UTILIZED ON ALL 30.

SUCH AND PAID FOR UNDER ITEM 609.38 (RESET CURB TYPE I).

FOR USE AS TERMINAL ENDS SHALL BE CUT IF NECESSARY AND UTILIZED AS

IN AREAS WHERE CURB TYPE I WILL BE RESET, THE EXISTING CURB SUITABLE 29.

PAYMENT SHALL BE INCIDENTAL TO ITEM 604.

THE CURB INLET CUT THE SAME RADIUS AS ADJACENT CIRCULAR CURB.

ALL CATCH BASINS TYPE A PLACED ON CIRCULAR CURB TYPE I SHALL HAVE 28.

RUN OF BITUMINOUS CURB.

A DELINEATOR POST (ITEM 606.356) WILL BE INSTALLED AT EACH END OF A 27.

DELINEATOR POST) WILL BE INSTALLED AT EACH UNDERDRAIN OUTLET.

A DELINEATOR POST (STANDARD SPECIFICATIONS ITEM 606.356, UNDERDRAIN 26.

REMAIN IN PLACE AND WATER MAIN TO BE REMOVED.

CONTRACTOR SHALL COORDINATE WITH RESIDENT FOR LIMITS OF WATER MAIN TO

SHALL BE PAID FOR UNDER ITEM 827.364 ASBESTOS CEMENT PIPE DISPOSAL.

BE REMOVED DUE TO CONFLICT WITH INSTALLATION OF NEW DRAINAGE SYSTEM

FOR UNDER ITEM 602.30 FLOWABLE CONCRETE FILL. EXISTING WATER MAIN TO

MAIN TO BE ABANDONED SHALL BE PLUGGED WITH FLOWABLE FILL AND PAID

TO STA. 109+00. REFER TO SPECIAL PROVISIONS FOR THIS WORK. EXISTING WATER

FRYEBURG WATER COMPANY WILL BE REPLACING A WATER MAIN FROM STA. 79+40 25.

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ITEM 201.24 REMOVING STUMP

ITEM 610.08 PLAIN RIPRAP

DRIVES AND ENTRANCES

TYPE

STATIONING TYPE

WALKWAYS

RESIDENTIAL PAVED

RESIDENTIAL PAVED/GRAVEL

COMMERCIAL PAVED

GRAVEL

COMMERCIAL PAVED

COMMERCIAL PAVED

GRAVEL

GRAVEL

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

GRAVEL

GRAVEL

GRAVEL

RESIDENTIAL PAVED

GRAVEL

RESIDENTIAL PAVED

COMMERCIAL PAVED

GRAVEL

GRAVEL

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

GRAVEL

RESIDENTIAL PAVED

COMMERCIAL PAVED

GRAVEL

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

RESIDENTIAL PAVED

RESIDENTIAL PAVED

RESIDENTIAL PAVED

COMMERCIAL PAVED

RESIDENTIAL PAVED

RESIDENTIAL PAVED

RESIDENTIAL PAVED

RESIDENTIAL PAVED

RESIDENTIAL PAVED

GRAVEL

COMMERCIAL PAVED

GRAVEL

GRAVEL

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

COMMERCIAL PAVED

STA. 1004+15.23 RT.

STA. 1001+62.03 LT.

STA. 941+09.45 LT.

STA. 940+36.03. LT.

STA. 901+00.00 RT.

STA. 821+00.00 LT.

STA. 140+50.00 RT.

STA. 139+50.00 LT.

STA. 139+00.00 LT.

STA. 138+15.93 RT.

STA. 137+24.46 RT.

STA. 135+75.00 LT.

STA. 135+29.66 RT.

STA. 134+41.36 LT.

STA. 134+32.11 RT.

STA. 133+67.45 RT.

STA. 132+25.15 RT.

STA. 132+14.86 LT.

STA. 131+66.15 RT.

STA. 129+73.48 LT.

STA. 125+50.00 LT.

STA. 124+50.00 LT.

STA. 118+16.92 RT.

STA. 117+84.21 LT.

STA. 115+61.00 LT.

STA. 113+79.08 RT.

STA. 111+82.15 RT.

STA. 109+50.00 RT.

STA. 108+91.88 LT.

STA. 103+61.56 RT.

STA. 102+55.92 LT.

STA. 100+47.01 RT.

STA. 100+36.22 LT.

STA. 99+25.56 LT.

STA. 98+81.04 RT.

STA. 98+40.81 RT.

STA. 97+50.00 LT.

STA. 97+38.67 RT.

STA. 94+69.54 RT.

STA. 93+50.00 RT.

STA. 92+92.88 RT.

STA. 92+79.09 LT.

STA. 90+86.81 LT.

STA. 89+50.00 LT.

STA. 89+04.33 LT.

STA. 87+85.91 LT.

STA. 87+38.76 RT.

STA. 86+50.00 LT.

STA. 85+90.66 RT.

STA. 85+90.66 LT.

STA. 85+50.00 LT.

STA. 84+50.00 LT.

STA. 84+00.00 LT.

STA. 83+26.27 RT.

STA. 82+50.00 LT.

STA. 82+21.60 LT.

STA. 81+90.91 RT.

STA. 81+50.00 LT.

STA. 80+83.82 LT.

STA. 80+50.00 RT.

STATIONING

ITEM 201.23 REMOVING SINGLE TREE-TOP ONLY

STA. 134+80, 28' RT.

STA. 134+66, 24' RT.

STA. 104+18, 33' LT.

STA. 79+27, 46' RT.

20" RED PINE

24" RED PINE

15" MAPLE

20" UNKNOWN

20" RED PINE

24" RED PINE

15" MAPLE

20" UNKNOWN

DESCRIPTION

STATIONING DESCRIPTION

NON-PAY TREES

STA. 143+56, 27' RT.

STA. 143+53, 31' RT.

STA. 143+52, 32' RT.

STA. 133+58, 31' RT.

STA. 95+91, 27' LT.

STA. 79+06, 47' RT.

2" PINE

1" PINE

2" PINE

6" SPRUCE

CLUMP - 10 3" MAPLE

6" MAPLE

ITEM 613.319 EROSION CONTROL BLANKET

DESCRIPTION

STA. 143+40.3 RT. TO STA. 143+54.2 RT.

STA. 139+88.0 RT. TO STA. 140+07.6 RT.

STA. 139+70.5 LT. TO STA. 144+57.9 LT.

STA. 113+64.8 LT. TO STA. 114+54.2 LT.

STA. 111+25.3 LT. TO STA. 112+90.3 LT.

STA. 109+23.9 LT. TO STA. 110+16.0 LT.

STA. 104+25.06 LT.

STA. 99+77.88 RT.

STA. 99+75.86 LT.

STA. 99+68.51 LT.

STA. 97+08.91 RT.

STA. 86+74.6 RT.

STA. 86+34.1 RT.

STA. 85+10.7 RT.

STA. 84+71.7 RT.

STA. 83+56.2 LT.

STA. 81+08.2 RT.

STA. 80+69.7 RT.

STA. 80+21.6 LT.

PAVED

CONCRETE

PAVED

PAVED

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

PAVED

CONCRETE

CONCRETE

CONCRETE

ITEM 610.18 STONE DITCH PROTECTION

STATION OFFSET

28' RT.

24' RT.

33' LT.

46' RT.

STA. 134+80.00

STA. 134+66.00

STA. 104+18.00

STA. 79+27.00

ITEM 201.11 CLEARING

LOCATION

ITEM 608.26 CURB RAMP DETECTABLE WARNING FIELD

OFFSETSTATION

OFFSETSTATION

ITEM 202.15 REMOVING EXISTING MANHOLE OR CATCH BASIN

QUANTITY

STA. 134+88

STA. 134+88

STA. 108+27

STA. 103+38

STA. 103+18

STA. 99+96

STA. 99+65

STA. 97+26

STA. 97+24

STA. 96+50

STA. 91+92

STA. 91+68

STA. 88+92

STA. 88+66

STA. 85+70

STA. 84+56

STA. 83+39

STA. 83+22

STA. 82+01

STA. 81+33

STA. 81+22

19' RT.

19' LT.

27' RT.

25' RT.

25' LT.

26' LT.

22' RT.

25' LT.

23' RT.

24' RT.

24' RT.

26' LT.

24' RT.

26' LT.

26' RT.

27' RT.

32' LT.

36' RT.

38' RT.

32' LT.

37' RT.

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

STA. 143+56

STA. 124+80

STA. 124+23

STA. 123+04

STA. 122+47

STA. 104+25

STA. 104+25

STA. 99+78

STA. 99+76

STA. 97+01

STA. 96+68

STA. 89+56

STA. 89+25

STA. 86+26

STA. 84+52

STA. 84+31

STA. 84+11

STA. 83+81

STA. 83+51

STA. 82+86

STA. 80+87

STA. 80+14

STA. 79+69

STA. 79+68

RT.

RT.

RT.

RT.

RT.

LT.

RT.

RT.

LT.

RT.

RT.

RT.

RT.

RT.

RT.

LT.

LT.

LT.

RT.

RT.

RT.

RT.

LT.

RT.

27

18

12

22

10

10

10

10

11

10

11

10

11

17

19

13

10

10

22

12

17

21

14

19

AREA (SF)

STATION OFFSET DESCRIPTION

STA. 140+00.0

STA. 140+00.0

STA. 118+03

STA. 31+92

STA. 13+50

LT.

RT.

LT.

RT./LT.

RT./LT.

CULVERT INLET

CULVERT OUTLET

CULVERT OUTLET

OUTLET

OUTLET


STA. 137+16 TO 138+50

STA. 115+74 TO 117+65

STA. 114+72 TO 115+48

LT.

LT.

LT.

DITCH

DITCH

DITCH


STA. 139+65 TO STA. 144+54

STA. 140+00 TO STA. 144+53

STA. 139+73 TO STA. 139+99

STA. 118+03 TO STA. 119+26

STA. 115+74 TO STA. 117+65

STA. 84+60 TO STA. 85+23

STA. 83+10 TO STA. 83+34

STA. 82+73 TO STA. 83+10

STA. 81+85 TO STA. 81+99

STA. 81+70 TO STA. 81+85

STA. 81+15 TO STA. 81+34

STA. 80+96 TO STA. 81+15

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

2:1 SLOPE AREA

DITCH

DITCH

DITCH

DITCH

DITCH

DITCH

DITCH

DITCH

DITCH

DITCH

DITCH

WIDTH (LF)

23.5

20.0

52.3

43.8

50.1

20.0

42.0

41.0

109.6

42.0

81.3

49.9

75.9

22.0

23.0

20.0

52.5

76.5

62.5

147.2

89.2

55.1

46.0

54.0

46.0

46.0

46.0

20.0

33.0

48.0

20.0

42.0

35.0

41.0

25.0

27.0

25.0

30.0

20.0

22.0

21.0

28.0

25.0

24.0

22.0

20.0

19.6

20.0

15.2

25.0

33.0

24.9

47.8

24.3

26.0

26.0

25.2

30.0

26.0

14.0

OFFSETSTATION QUANTITY

22.5' RT.

26.3' RT.

24.8' RT.

1

1

1

STA. 131+04

STA. 128+54

STA. 127+03

ITEM 604.18 ADJUSTING MANHOLE OR CATCH BASIN TO GRADE

395

400

405

410

415

420

425

430

435435

395

400

405

410

415

420

425

430

435435

10+00 11+00 12+00 13+00 14+00

10+00 11+00 12+00 13+00 14+00

395

400

405

410

415

420

425

430

435435

395

400

405

410

415

420

425

430

435435

20+00 21+00 22+00 23+00

20+00 21+00 22+00 23+00

24" RCP

PAVEMENT

FOR PROPOSED

SEE CROSS SECTIONS

24" INV. OUT = 416.00

24" INV. IN = 416.00

12" INV. IN = 417.00

12" INV. IN = 418.50

RIM ELEV. = 425.94

INSTALL CB TYPE A1-C

CB#21 STA. 100+00.0, 19.9' LT.

ELEV. 407.00

STA. 21+88.63

OUTLET

STA. 21+92.00

STA. 21+61.00 TO

2' DEPTH RIPRAP

1.5H:1V

6' WIDTH

1.5' DEPTH

STA. 21+98.00

STA. 21+92.00 TO

PLUNGE POOL

LENGTH = 166 FT

SLOPE = 5.4%

INSTALL 24" OPT. III

DRAINAGE OUTLET #2 (STA. 100+00 LEFT) PROFILE

EL. 427.4

EL. 426.4

EL. 426.9

EL. 426.8

EL. 426.6

EL. 426.3

EL. 425.8

EL. 419.2

EL. 406.5

EL. 404.4

EL. 428.3

EL. 428.1

EL. 428.8

EL. 429.0

EL. 428.9

EL. 428.8

EL. 428.6

EL. 428.5

EL. 428.0

EL. 427.1

EL. 426.5

EL. 426.2

EL. 425.4

EL. 423.6

EL. 409.9

EL. 404.7

18" INV. OUT EL. 419.70

18" INV. IN EL. 419.70

RIM EL 428.33

CONSTRUCT CB TYPE B1-C

CB#10A STA. 11+84.01

1.5H:1V

13+55.00

STA. 13+29.00 TO

2' DEPTH RIPRAP7' WIDTH

1.75' DEPTH

STA. 13+62.00

STA. 13+55.00 TO

PLUNGE POOL

LENGTH = 156 FT

SLOPE = 3.00%


18" OPT. III ELEV. 415.00

STA, 13+36.37

OUTLET

18" OPT. III

18" INV. OUT = 420.70

18" INV. IN = 420.70

15" INV. IN = 420.70

RIM ELEV. = 427.51

INSTALL CB TYPE A1-C

CB#10 STA. 84+00.0, 19.9' LT.

LENGTH = 146 FT

SLOPE = 0.5%


ELEVATION

MATCHES EXISTING

PROPOSED PAVEMENTFOR PROPOSED PAVEMENT

SEE CROSS SECTIONS

STA. 12+75.50

LIMIT OF PAVEMENT,

DRAINAGE OUTLET #1 (STA. 84+00 LEFT) PROFILE

24" OPT. III

405

410

415

420

425425

405

410

415

420

425425

30+00 31+00 32+00 33+00

30+00 31+00 32+00 33+00

EL. 416.8

1

EL. 417.5

1

EL. 415.4

4

FOR PROPOSED PAVEMENT

SEE CROSS SECTIONS

ELEV. 412.58

STA. 31+91.00

OUTLET

1.5' RIPRAP DEPTH

6' LENGTH, 4' WIDTH,

AND RIRPAP APRON

END SLOPE TREATMENT

LENGTH = 173 FT

SLOPE = 0.27%


18" OPT. III18" RCP

DRAINAGE OUTLET #3 (STA. 134+87.50 RIGHT) PROFILE

18" INV. OUT = 413.05

18" INV. IN = 413.05

12" INV. IN = 413.30

6" INV. IN = 414.05

RIM ELEV. = 417.67

INSTALL CB TYPE B1-C FLAT TOP

CB#32 STA. 134+87.5, 15.9' RT.

25 0 25 50

SCALE OF FEET

05 5 10

PROFILE HORIZONTAL

PROFILE VERTICAL

PLAN

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BY

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Sill E

L

Sill E

LSill E

L

IPF

IPF

IPF

CNTRL

CNTRL

STB

?

W

W

E E

E

E

E

E

E

E

83+00 84+0085+00

821

+00

B

C

D

E

F

G

H

I

REMOVE PEDESTAL POLE

REMOVE PEDESTAL POLEFOUNDATION

ARM AND

REM0VE MAST

REMOVE PEDESTAL POLE

K

J

FOUNDATION

ARM AND

REM0VE MAST

PEDESTAL POLE

REMOVE

A1A2

B1

B2

C1

C2 C3

D1

D2

STATE ROUTE 113

US ROUTE 302

ST

AT

E

RO

UT

E

5/

113P

OR

TL

AN

D

ST

RE

ET

STATE ROUTE 5

US ROUTE 302

(TYP.)

DETECTION ZONE

6'X50' VIDEO

B3

P1

P2

P3

P4

P5P6

DETECTION ZONE

6'X25' VIDEO

DETECTION ZONE

12'X25' VIDEO

DETECTION ZONE

15'X50' VIDEO

R3-5(R)

3

5

2b

1

4

2a

L

88

P1-P6

HEADS:

SIGNAL

PEDESTRIAN

16"x16" LED

R

Y

G

SIGNAL HEAD DATA

* UPON PEDESTRIAN ACTUATION

Ì2 + Ì6 Ì4 + Ì8

PE

D*

PERMPERM

PERM

PERM

PED*

PED*

PHASING DIAGRAM

PREFERENTAIL SIGNAL

VIDEO DETECTION ZONE

CONDUIT

JUNCTION BOX

VEHICLE DETECTION CAMERA

SIGN

PEDESTRIAN PUSH BUTTON

PEDESTRIAN SIGNAL HEAD

PEDESTRIAN POLE

VEHICULAR SIGNAL HEAD

MAST ARM & STEEL POLE ON FOUNDATION

CONTROLLER CABINET WITH FOUNDATION

PLAN LEGEND

A

Ì2

Ì2

Ì6

Ì4

Ì8

D3

2" RETROREFLECTIVE BORDER

LOUVERED BACKPLATES AND

ALL 12" LED LENS WITH 5"

FLASHING

STEADY

TIMER

08To Finish Crossing

TIME REMAINING

START CROSSING

VehiclesWatch For

DON'T START

If StartedFinish Crossing

DON'T CROSS

FLASHING

STEADY

TIMER

08To Finish Crossing

TIME REMAINING

START CROSSING

VehiclesWatch For

DON'T START

If StartedFinish Crossing

DON'T CROSS

PUSH BUTTON

TO CROSS

PUSH BUTTON

TO CROSS

PROPOSED SIGNS

9"x15"

R10-R3e

APS PUSH BUTTON

SIGN INFORMATION ON

ONLY

V4

V1

V3

V2

D1,D2,D3

C1,C2,C3,

B1,B2,B3

A1,A2,

HEADS:

2030 DESIGN VOLUMES

121 (286)

243 (426)

0 (5)

33 (70)

313 (295)

2 (5)

43 (7

1)

1 (3)

177 (2

09)

1 (4)

0 (5)

2 (4)

E

30"X36"

R3-6(L)

30"X36"

R3-5(R)

SU

BW

AY E

NT

RA

NC

E

SIGNAL TIMING SCHEDULE

PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 6 PHASE 8 TIME OF DAYPHASE 5 PED

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Y

-

PRESENCE

-

SOFT

28

7

2

4

33

29

3

10*

R

-

PRESENCE

-

-

-

-

2

3

16

20

3

4

Y

-

PRESENCE

-

SOFT

28

7

2

4

33

29

3

10*

R

-

PRESENCE

-

-

21

7

2

3

16

20

3

4

-

-

-

-

-

-

-

-

-

ALL OTHER TIMES

11:00AM - 6:00PM

-

-

*UPON PED PUSH BUTTON ACTIVATION, THE MINIMUM GREEN SHALL BE 41 SECONDS.

FLASH

PREEMPTION PRIORITY

DETECTOR MODE

DUAL ENTRY

RECALL

PEDESTRIAN CLEAR

PEDESTRIAN WALK

RED CLEAR

VEHICLE CLEAR

MAXIMUM II

MAXIMUM I

EXTENSION

MINIMUM GREEN

R3-6(L)

LOCATIONDESCRIPTIONITEMDESIGNATION

B

C

D

E

F

G

H

I

J

K

POLE AND FOUNDATION

25' MAST ARM WITH MAST

POLE AND FOUNDATION


POLE AND FOUNDATION


AND 18" FOUNDATION

8-FOOT PEDESTAL POLE

AND 18" FOUNDATION


AND 18" FOUNDATION


AND 18" FOUNDATION


AND 18" FOUNDATION


PUSH BUTTON AND R10-3eL SIGN

PEDESTRIAN SIGNAL HEAD, APS









A

POLE AND FOUNDATION


42.97' RT.

STA. 83+48.65,

31.66' RT.

STA. 84+66.66,

40.93' LT

STA. 84+29.43,

25.00' LT.

STA. 83+73.43,

EQUIPMENT SCHEDULE

43.48' RT.

STA. 84+50.92,

34.46' RT.

STA. 84+59.49,

25.00' LT.

STA. 84+26.06,

21.59' LT.

STA. 84+21.66,

38.20' LT.

STA. 84+20.90,

29.35' LT.

STA. 84+13.82,

29.48' LT.

STA. 83+77.99,

L

AND 18" FOUNDATION




40.81' LT.

STA. 83+44.09,

DETECTION

VEHICULAR SIGNAL HEADS, VIDEO

DETECTION

VEHICULAR SIGNAL HEADS, AND VIDEO

CMP 1/4 POLE

UNDERGROUND SERVICE FROM

DETECTION

VEHICULAR SIGNAL HEADS, AND VIDEO

VIDEO DETECTION

VEHICULAR SIGNAL HEADS, SIGNS, AND

& CONTROLLER

CONTROLLER CABINET

POWER SOURCE

CONTROLLER CABINET WITH FOUNDATION

SIGNAL CONTROLLER AND GROUND MOUNTED

0

SCALE OF FEET

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TRAFFIC SIGNAL NOTES

MAST ARMS SHALL BE GALVANIZED STEEL MEETING THE REQUIREMENTS OF SECTION 720.03-

TRAFFIC STRUCTURES:18.

RISERS SHALL BE INCIDENTAL TO 643 PAY ITEMS.

ADDITIONAL COSTS WILL BE ALLOWED FOR FIELD ADJUSTING THE PIPE EXTENSIONS OR REWIRING. THE COST OF POLE

HIGHER, OF THE VERTICAL EXTENSION PIPES FOR LOCAL CONDITIONS IDENTIFIED DURING OR AFTER CONSTRUCTION. NO

PIPE. THE RESIDENT RESERVES THE RIGHT TO DIRECT THE CONTRACTOR TO FIELD ADJUST THE HEIGHT, EITHER LOWER OR

EXTENSION SHALL BE INSTALLED ON THE MAST ARM WITH THE VIDEO DETECTOR MOUNTED ON THE TOP OF THE EXTENSION

AT LOCATIONS WHERE VIDEO DETECTORS ARE INSTALLED ON TRAFFIC SIGNAL MAST ARMS, AN INITIAL SIX-FOOT VERTICAL PIPE -

BE INSTALLED IN EACH CONTROLLER CABINET TO SET DETECTION ZONES.

THE PROPOSED VIDEO DETECTION SYSTEM SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. A VIDEO MONITOR SHALL -

VIDEO DETECTION:17.

DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

OTHERWISE DIRECTED BY THE OWNER, AND THIS COST SHALL BE INCIDENTAL TO OTHER WORK ITEMS. ALL PAVED AREAS

ALL NON-PAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE LOAMED AND SEEDED WITH METHOD NO. 1, UNLESS 16.

CONTRACTOR PRIOR TO ORDERING MATERIALS OR PERFORMING WORK.

OWN MATERIAL SCHEDULES BASED UPON HIS PLAN REVIEW. ALL SCHEDULES SHALL BE VE

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