plan and profile of proposed state highway adt (2014)€¦ · bl profile grade line 2' 5'...

140 14

5 150

155

160

165 17

0 175 180 185

190

195 2

00 205

210

215

220

225

230

135

130

12512

0

115

110

4 5

67

8

9

10

11 12

13

HIL

TO

N

HEIG

HTS

ST

ATIO

N 234+11.74

ST

ATIO

N 10

00+6

2.6

1

EXISTING ROUTE 29

ROUTE 631

TO RIO ROAD WEST

BERKMAR DRIVE EXTENSION

PROJECT 9999-002-900, P101, RW201, C501

RIO

MIL

LS

RO

AD

SO

UT

H

BR

AN

CH

OF

RIV

AN

NA

RIV

ER

SCALE

1000' 2000'0

2.481 2.34513101.089

13101.089

13101.089

2.481

2.481

0.136718.383

12382.706

12382.706

12382.706

2.345

2.345

TO

WN

CE

NT

ER

DRIV

E

STATE

PROJECT

NO.

SECTIONEQUALITIES

FEET

LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

LENGTH EXCLUDINGTYPE

PROJECTDESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

BRIDGE

NO.

PLAN

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSEDSTATE HIGHWAY

COMMONWEALTH OF VIRGINIA

9999-002-900 PE-101

RW-201

C-501

B-XXX

PENG

ROWA

1000

XXXX BRIDGE

$US

ER$

$TIM

E$

$DATE$ $FILE$

R/W

PRE./ENG

INDEX OF SHEETS

TITLE SHEET

1

TITLE SHEET (1)1

2-3

4-13

VIRGINIA

SIC SEMPER TYRANNIS

SHEET

CONCEPTUAL PLANS

SHEET OF 13

BERKMAR DRIVE EXTENSIONFrom:

To:

Project Lengths are based on Berkmar Drive Construction Baseline.

Population ALBEMARLE COUNTY 24,286 (2010 Census)

DHV

V (MPH)

T % (design hour)

D % (design hour)

Interim Year)

ADT (2018

STATEFEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

SHEET

NO.

1

P101

9999-002-900

BERKMAR DRIVE (ROUTE 1403)

FROM: HILTON HEIGHTS ROAD

URBAN COLLECTOR (GS-7)

COUNTY OF ALBEMARLE

1403

N/A

ADT (2040)

40 MPH

ADT (2014)

TYPICAL SECTIONS (2)

PLAN AND PROFILES (10)

106137

106137

106137

106137

CONSTR.

HILTON HEIGHTS ROAD

10,000

DESIGN BUILD

TO: TOWNCENTER DRIVE

FROM: HILTON HEIGHTS ROAD

BERKMAR DRIVE EXTENSION (ROUTE 1403)

TO: TOWNCENTER DRIVE

TOWNCENTER DRIVE

II-40

BL PROFILE GRADE LINE

2:1

2:1

2.5' 7.5' 6.5'TRAVEL LANE

11'TRAVEL LANE

11'

SBL NBL USE PATHSHARED

10'

69'


2:12:1

2' 4' 2.5' 7.5' 6.5'

TRAVEL LANE11'

TRAVEL LANE11'

SBL NBL USE PATHSHARED

10'

69'

20' 20'

BLBL

2.5'2.5'4'2' 5' 7.5' 10'

PATHSHARED USE

6.5'

SIDEWALK

CONCRETE

PROFILE GRADE LINE

(TYP.)

STD. CG-2

VARIES(TYP.)

STD. CG-2

PROFILE GRADE LINE

2:1 SLOPE2:1 SLO

PE

CENTRAL ISLAND

ROUNDABOUT ROUNDABOUT

TRUCK APRONTRUCK APRON CIRCULATORY ROADWAYCIRCULATORY ROADWAY

CONCEPTUAL TYPICAL SECTIONS

2

STATION TO STATION

STATION TO STATION

STA. 106+65.13 TO STA. 226+50.77STATION TO STATION

STA. 50+00.00 TO STA. 52+22.74

Proposed Two- Lane Section

Berkmar Drive Extension

NOT TO SCALE

STA. 228+38.77 TO STA. 234+00.00

6'45'

120'

STA. 226+50.77 TO STA. 228+38.77

6'

120'

45'

16' 58' 16'

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

LaneBike5'

0.5'

2' 4'

LaneBike5'

0.5'

REQ'D.

ST'D CG-6

ST'D CG-2 REQ'D.

REQ'D.

ST'D CG-6

REQ'D.

ST'D CG-6

ST'D CG-2 REQ'D.

REQ'D.

ST'D CG-6

REPORT FOR PAVEMENT DESIGN.2. REFER TO GEOTECHNICAL ENGINEERING DATA

FULL DEPTH PAVEMENT, REFER TO THE PLAN SHEETS.1. FOR LIMITS OF MILL AND OVERLAY AND

NOTES:

1'1'

1'1'

1'

RFP CONCEPT INSET

RECOMMENDATION

LANE/CORMAN ALTERNATIVE

TYPICAL SECTIONS

ST'D UD-4 REQ'D.

ST'D UD-4 REQ'D.

ST'D UD-4 REQ'D. ST'D UD-4 REQ'D.

FOUR LANES.

WHEN BERKMAR IS IMPROVED TO

RECONSTRUCTION OF THE MEDIAN

MEDIAN TO ELIMINATE

5' BIKE LANE FOR FUTURE

WITH 4' BIKE LANE TO CG-2 WITH

RECOMMEND REVISING LEFT CG-6

CONSTRUCTION COST

SECTION AND REDUCE

FUTURE FOUR-LANE

BETWEEN LANES TO MATCH

REMOVE CROWN POINT

2% 2% 2%

2% 2% 2% 2%

2% 2% 2%2%

2%

2%2%

LaneBike4'

LaneBike4'

MOD. CG-6 REQ'D.

SIDEWALK

CONCRETE

5'

SIDEWALK

CONCRETE

5'

$FILE$$DATE$

$TIM

E$

$US

ER$

SHEET OF 13


DESIGN CONCEPT

DESIGN CONCEPT

II-41


2' 5' 4' 2.5' 2.5'

SBL NBL70'

CONCEPTUAL TYPICAL SECTIONS

3

STATION TO STATION

Existing Berkmar Drive


2.5' 2.5'

STATION TO STATION

STA. 10+65.98 TO STA. 12+47.47

STA. 1000+62.61 TO STA. 1001+82.91

NOT TO SCALE

Existing Hilton Heights Road

MILL AND OVERLAY

MILL AND OVERLAY

REPORT FOR PAVEMENT DESIGN.2. REFER TO GEOTECHNICAL ENGINEERING DATA

FULL DEPTH PAVEMENT, REFER TO THE PLAN SHEETS.1. FOR LIMITS OF MILL AND OVERLAY AND

NOTES:

VARIESVARIES

VARIES VARIES

REQ'D.

ST'D CG-6

REQ'D.

ST'D CG-6

REQ'D.

ST'D CG-6

REQ'D.

ST'D CG-6

(TYP.)

STD. CG-2

VARIES

1' SAWCUT1' SAWCUT

1' SAWCUT

(TYP.)

STD. CG-2

VARIES

1' SAWCUT1' SAWCUT

1' SAWCUT

TYPICAL SECTIONS

ST'D UD-4 REQ'D.ST'D UD-4 REQ'D.

ST'D UD-4 REQ'D. ST'D UD-4 REQ'D.

$FILE$$DATE$

$TIM

E$

$US

ER$

SHEET OF 13


II-42

LP

No#

LP

No#

LP

No#

LP

No#

LP

No#

E

T

WV

FH

WM

FH

WV

San. M

H #113

0

S107+00.00 108+00.00 109+00.00 110+00.00 111+00.00 112+00.00 113+00.00 114+00.00

PROPOSED GRADE

EXISTING GROUND

TRANSITION

+81.54

350_355_360_365_370_375_380_385_390_395_400_405_410_415_

420_425_430_435_440_445_450_455_460_465_470_475_480_485_490_495_500_505_510_515_

520_525_530_

495.17

501.26

507.3

1

498.2

7

500.7

7

502.18

507.9

8

511.8

2

512.7

7

512.4

3

510.7

5

468.2

7

472.7

5

476.6

0

485.0

0

492.3

0

495.17

NORMAL CROWN

465.6

6

STA = 108+30.00

EL = 467.17

+0.97%+5.67%

L = 308.00

K = 66

ex = 1.81'

STA = 112+84.00

EL = 492.89

+5.67% -7.96%

L = 600.00

K = 44

ex = -10.22'SSD = 308'

V = 40 MPH

V = 40 MPH

465.9

4

466.8

0

468.0

4

469.6

7

471.67

474.0

5

476.7

7

479.14

480.9

4

482.17

482.4

6

482.9

3

482.8

3

481.42

479.8

1479.8

1

SECTION FOR DETAILS

SEE ROUNDABOUT TYPICAL

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

PROP. PERM. SLOPE EASEMENT

EASEMENT

PROP. PERM. SLOPE

EASEMENT

PROP. PERM. SLOPE

RFP RIGHT OF WAY

RFP RIGHT OF WAY

(NOT NEEDED)

RFP RIGHT OF WAY

PROP. RIGHT OF WAY

$FILE$$DATE$

$TIM

E$

$US

ER$

CONCEPTUAL PLAN AND PROFILE

SHEET OF 13


2

1

1

1

2

4 4

3

Curve EXISTBERK-01

PI = 1001+26.17

T = 126.17'

L = 247.83'

R = 536.00'

1000+00.00PC =

PT = 1002+47.83

Curve HILTON-01PI = 11+26.88

T = 126.88'

L = 247.47'

R = 455.00'

10+00.00PC =

PT = 12+47.47

11

12

PC 10

00+0

0.0

010

00 1001

1002

PT 10

02+4

7.83

50

51

52

Curve ROUNDABOUT-01

PI = 50+45.00

T = 45.00'

L = 70.69'

R = 45.00'

50+00.00PC =

PCC =50+70.69

Curve ROUNDABOUT-02

PI = 51+15.69

T = 45.00'

L = 70.69'

R = 45.00'

50+70.69PCC =

PCC =51+41.37

Curve ROUNDABOUT-03

PI = 51+86.37

T = 45.00'

L = 70.69'

R = 45.00'

51+41.37PCC =

PCC =52+12.06

Curve ROUNDABOUT-04

PI = 52+57.06

T = 45.00'

L = 70.69'

R = 45.00'

52+12.06PCC =

PT = 52+82.74

BERKMAR DRIVE CONSTRUCTION BASELINE

STATION 1000+62.61BERKMAR DRIVE

BEGIN CONSTRUCTION

BASELINE

CONSTRUCTION

HILTON HEIGHTS

BASELINE

CONSTRUCTION

ROUNDABOUT

V = 45 MPH

V = 40 MPH

8

8

Curve BERKMAR-02

PI = 106+50.40

T = 39.59'

L = 79.07'

R = 600.00'

106+10.81PC =

PT = 106+89.88

Curve BERKMAR-03

PI = 110+00.48

T = 295.81'

L = 575.21'

R = 1,000.00'

107+04.68PC =

PT = 112+79.88

PT 10

6+8

9.8

8

107

PC 10

7+0

4.68

108

109

110 111

112

PT 112

+79.8

8

113

114

SAWCUT REQ'D

FULL DEPTH

SAWCUT REQ'D

FULL DEPTH

SAWCUT REQ'D

FULL DEPTH

2

2

2

8

8

15'

15'

2

+10.0

0+30.0

0

E = NC

E = NC

FC

U

U

U

RFP PLANSBERKMAR DRIVEBEGIN PROJECT

STA = 10+96.57EL = 464.54

-2.00%-3.86%

465.18

463.6

5

464.4

1

SECTION FOR DETAILS


10+00.00 11+00.00 12+00.00

425_

430_

435_

440_

445_

450_

455_

460_

465_

470_

466.12

465.3

9

464.4

1

462.4

2

459.10

STATION 11+19.52

HILTON HEIGHTS

END CONSTRUCTION

STATION 10+65.37

HILTON HEIGHTS

BEGIN CONSTRUCTION

GRADE

PROPOSED

EXISTING GROUND

+1.25%463.5

0

464.9

9

463.9

6

464.5

8

SECTION FOR DETAILS


1000+00.00 1001+00.00 1002+00.00

425_

430_

435_

440_

445_

450_

455_

460_

465_

470_

463.8

6

463.5

6

463.7

5

464.4

2

464.9

0

STATION 1000+62.61

BERKMAR DRIVE

BEGIN PROJECT

GRADE

PROPOSED

EXISTING GROUND

0 100' 200'

SCALE

BERKMAR DRIVE PROFILE

PROPOSED SOUND WALL/RETAINING WALL

UTILITY EASEMENT

PROPOSED PERMANENT JOINT-USE

PROPOSED PERMANENT EASEMENT

PROPOSED TEMPORARY EASEMENT

PROPOSED RIGHT OF WAY

EXISTING EASEMENT

EXISTING RIGHT OF WAY

EXISTING WATER

EXISTING ELECTRIC

EXISTING FIBER OPTIC

EXISTING CABLE TV

EXISTING TELEPHONE

EXISTING TRAFFIC CONTROL

EXISTING UNKNOWN UTILITY

DENOTES CONSTRUCTION LIMITS IN FILL

DENOTES CONSTRUCTION LIMITS IN CUT

CONCRETE SIDEWALK/SHARED USE PATH

PAVEMENT DEMOLITION

FULL DEPTH PROPOSED PAVEMENT

MILL AND OVERLAY

LEGEND:

C

E

STD. GR-2 REQ'D.

7

6

5

8

F

STD. CG-12 REQ'D.

STD. FOA-1, TYPE 1 REQ'D.

STD. FOA-1, TYPE II REQ'D.

EXISTING GAS

EXISTING SANITARY

WETLANDS

4

390_

380_

370_

360_

MA

TC

HLIN

E

SH

EE

T 5 S

TA

TIO

N 114+0

0

450_

STD. CG-2 REQ'D.

STD. CG-6 REQ'D. 1

2

3

4

PROP. 5' CONC. SIDEWALK

PROP. 10' SHARED USE PATH

14

13

15 STD. GR-9 REQ'D.

STD. OUTLET PIPE REQ'D.

STD. EW-12 REQ'D.

STD. CD-2 REQ'D.

STD. CD-1 REQ'D.

STD. UD-4 REQ'D.

STD. UD-3 REQ'D.9

10

11

12

16

17

STD. FE-CL REQ'D.

STD. GATE FE-G L=12' REQ'D.

U EXISTING UTILITY IMPACTED

PROPOSED STORMWATER EASEMENT

400_

410_

420_

430_

440_

460_

470_

480_

490_

500_

510_

520_

530_

HILTON HEIGHTS PROFILEEXISTING BERKMAR PROFILE

RIGHT-OF-WAY IMPACTS.

PAVEMENT AND REDUCE

DRIVE TO UTILIZE EXISTING

REDESIGNED BERKMAR

Cart Stall

Cart Stall

Cart Stall

Cart Stall

Bollard

Bollard

Bollard

Bollard

Signs

8" Tree

8" Tree

8" Tree

8" Tree8" Tree

8" Tree

8" Tree

Dense Hardwoods

Sign

Bollards

Bollards

3-Bollards

3-Bollards

2-Bollards

Bollard

BollardBollard

Bollard

Signs

8" Tree

8" Tree

4" Tree 6" Tree

6" Tree

3-Bollards

Sig

n

8" Tree8" Tree

Bushes

8-12"D004

D002

D007

D008 1.5' C&G

1.5' C&G

Concrete

D003 D006

D009

D010

D001

D056

2.5' C&G

1.5' C&G

1.5' C&G

1.5' C&G

Concrete

Handrails

0.5' Curb

0.5' Curb

0.5' Curb

0.5' Curb

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C&G

Metal Guardrail

Mixed Hardwoods

Mixed Hard

woods

Berkmar Drive - Route 1403

Asphalt

Asphalt

Asphalt

Mixed Hardwoods

Mixed Hardwoods

Conc. Sidewalk

Conc. Side

walk

Conc. V-Ditch

Conc. V-Ditch

1.0' Conc. Wall

Wood Sig

n

Wood Sig

n

Metal Sig

n

Wood Sig

n

Wood Sign

Wood Sig

n

Wood

Sign

Wood Sig

n

Wood Sig

n

Conc. S

idewalk

SidewalkCon

c.2.5' C

&G

2.5' C

&G

15" T

win

Holly

13" T

win

Holly

12" T

win

Holly

8" T

win

Holly

10" T

win

Holly

15"

Oak

15"

Oak

18"

Oak

16" Locust

7" Locust

6" Locust

8" Locust

18" T

win Locust

14"

Mim

osa

14" Oak

12" Oak

14" Oak

15" Oak

15" Oak

Shrubs/

Mulc

h

Landscaped

Area

Metal Sig

n

Metal Sig

n

1.0' Conc. Wall

2.5' C&G

C005

C007

C008

C009

C010

C011

C012

C018

C019

C020

C021

C022C023

Metal Sig

n

Wood Sig

n

Grate (T

yp.)

Conc. W

alk

way

Grass

Grass

D.B. 117

4 P

G. 3

30

Ex. 2

0'

Water Lin

e Ease

ment

Approx. Location

8" Tree

"Walmart"

#975

Brick & Frame

1 Sty.

18.5

1')

(N55°2

8'5

9"W

(N55°2

8'5

9"W 211.7

6')

(S43°3

6'2

9"E 201.9

5')

42.87')

(S49°03'31"W

22.17')

(S43°36'29"E

L=73.13')

(R=45.00'

(R=567.83' L=200.88')

(R=648.88' L

=171.81')

(N45°50'11"E 127.65')

(S37°11'00"W 262.33')

(N37°11'00"E 260.00')

(N55°2

8'5

9"W 283.0

0')

(S68°3

9'0

0"E 12

6.9

8')

(S18°14'00"

W 134.07')

(S71°46'0

8"E 218.2

6')

(N25°34'03"E 109.37')

(N18°14'00"

E 79.83')

(R=818.81' L=270.82')

(R=868.81' L=287.35')

(260. 5

0')

(N46°39'13"E 220.24')

Existin

g

R/

W

D.B. 113

3

PG. 6

75

Existing R/W D.B. 1133 PG. 675

Existing R/W D.B. 1133 PG. 675

Existing R

/W D.B. 1133 P

G. 675

Existing R

/W D.B. 1133 P

G. 675

(S18°14'00"

W 60.00')

N60°17'4

7"W

N41°01'23"E

N20°45'15"E

S76°3

4'5

6"E

N60°17'4

7"W

PL

PL

PL

P L

P LN60°17'4

7"W

(S49°03'31"W 45.19')

S32°20'34"W 45.70'

43.39'

S32°20'34"W

S32°22'15"W

N32°22'12"E

N13°25'12"E

S13°25'12"W

S73°2

7'4

8"E

S13°25'12"W

IRF

IRF

IRF

D.B. 117

4 P

G. 3

30

Ex. 2

0'

Drain Ease

ment

(S71°46'0

8"E 218.2

5')

D.B. 117

4 P

G. 3

30

Ex. 6

0'

Access Ease

ment

Approx. Location

D.B. 1174 PG. 330

Ex. Grading & Landscaping Easement

Approx. Location

(S37°11'45"W 1206.21')

(S20°40'39"W

69.77')

(N01°

58'28"E 8

5.28')

S76°3

7'5

2"E 205.4

1'

PL

IRF

N15°30'56"E

S03°1

0'33"

E 85.41'

DESIGN CONCEPT

II-43

0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

400_

410_

420_

430_

440_

F

EXISTING GAS

EXISTING SANITARY

WETLANDS

5

390_

380_

370_

MA

TC

HLIN

E

SH

EE

T 6 S

TA

TIO

N 12

6+0

0

450_

460_

470_

480_

490_

MA

TC

HLIN

E

SH

EE

T 4 S

TA

TIO

N 114

+00

500_

510_

520_

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.

STD. OUTLET PIPE REQ'D.14

13 STD. EW-12 REQ'D.

STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


PROFILE

SAMS CLUB ENTRANCE

CONSTRUCTION COST.

BRIDGE LENGTH TO REDUCE

REVISED PROFILE AND

19

27

STD. CG-7 REQ'D.

STD. CG-3 REQ'D.

E

Elec. H

H

LP

No#

LP

No#

S

San. M

H #113

2

STA = 123+50.00EL = 408.01

L = 450.00K = 64

ex = 3.93'

V = 40 MPH

126+00.00114+00.00 115+00.00 116+00.00 117+00.00 118+00.00 119+00.00 120+00.00 121+00.00 122+00.00 123+00.00 124+00.00 125+00.00

114+00.00

PROPOSED GRADE

EXISTING GROUND

495.17

346.8

3

348.2

6

330.4

6

330.17

345.0

6

347.4

1

488.6

7

483.6

9

478.19

470.6

5

465.0

9

459.8

8

455.5

8

452.4

7

451.75

450.3

8

447.7

2

442.6

1

433.4

9

425.6

5

416.16

404.7

5

382.9

4

351.13

330.8

4

495.17

NORMAL CROWN

STA = 112+84.00

EL = 492.89

L = 600.00

K = 44

ex = -10.22'SSD = 308'

V = 40 MPH

479.8

1479.8

1

477.6

3

474.8

9

471.58

463.7

5

467.7

3

-7.96%

-7.96%

-0.97%

405.5

9

407.0

0

406.13

408.2

6

409.9

1

411.9

5

414.3

7

417.19

420.3

9

423.9

9

427.9

2

431.90

435.8

8

439.8

6

443.8

4

447.8

2

451.80

455.7

9

459.7

7

Sunny Day Dam Breach 374.0

(FEMA) Design High Water 364.0

STATION 122+49.72

BEGIN BRIDGE

18" PIPE

PROP. RIGHT OF WAY

PROP. RIGHT OF WAY

EASEMENT

PROP. PERM. DRAINAGE PROP. PERM. SLOPE EASEMENT

EASEMENT

PROP. TEMP. ENTRACE

(NOT NEEDED)

RFP RIGHT OF WAY

(NOT NEEDED)

RFP RIGHT OF WAY

OF WAY

PROP. RIGHT

EASEMENT

PROP. PERM. SLOPE

EASEMENT

PROP. TEMP. CONSTR.

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


2

1

3

4


STATION 122+24.89

BEGIN BRIDGE

V = 45 MPH

8

RIV

AN

NA

RIV

ER

Curve BERKMAR-04

PI = 116+91.94

T = 75.37'

L = 150.45'

R = 1,000.00'

116+16.58PC =

PT =117+67.03

114

115

116

PC 116

+16.5

8

117

PT 117

+67.0

3

118

119

120 12

1

122

123

124

125

126

TYP

E III, W

=36'

ST'D

CG-11 R

EQ'D.

615

15'

15'

+34.0

8

+80.3

9

+04.8

9

E = NC

SO

UT

H

BR

AN

CH

BASELINECONSTRUCTIONSAMS CLUB

18'18'

POT 10+00.00

10

11

12

POT 12+28.87

CF

FC

C F

CF

5 2719

10+00.00 11+00.00 12+00.00

435_

440_

445_

450_

455_

460_

465_

470_

475_

480_

469.9

8

476.7

7

480.5

3

464.19

458.8

8

466.5

3

STA = 10+50.77EL = 465.52

-2.00%

L = 30.00K = 7

ex = -0.15'SSD = 285' STA = 11+40.00

EL = 460.16

-6.00%-2.20%

L = 30.00K = 8

ex = 0.14'

459.2

6

466.5

3

465.4

0

462.5

6

459.9

6

STATION 10+00.00

ENTRANCE

BEGIN CONSTRUCTION

STATION 11+75.77

ENTRANCE

END CONSTRUCTION

GRADE

PROPOSED

EXISTING GROUND

Cart

StallBollard

8" Tree

8" Tree8" Tree

10" Tree8" Tree

8" Tree8" Tree

8" Tree

4" Tree

6" Tree

8" Tree

4" Tree

6" Tree

Dense Hardwoods

Sign

Dense Hardwoods

2.5'

C&

G

Rip-R

ap

D011

D017

D018

D020

1.5'

C&

G

D019

1.5' C&G

D058

0.5'

Curb

0.5'

Curb

Elev. =

330.35'Ord

inary High

Water

Flag 5

Tree8"

(N38°14'E 195')

(N31°46'E 310')

(S49°3

6'4

3"E 586.4

2')

(N41°44'04"E 120.00')

(N41°44'04"E 98.02')

(N35°16'04"E 310.00')

(N52°4

8'15

"W 302.0

0')

D.B. 1174 PG. 330Ex. Gra

ding & Lands

caping Easeme

ntApprox

. Location

N32°20'10"E

N54°2

8'18

"W

P L

IRF

IRFIR

F

IRF

S57°3

9'5

0"E

PLN36°52'29"E

PL

N30°24'29"E

PL is C

L of Rivanna River

N54°2

8'18

"W

N33°56'22"E 328

.55'

N56°0

4'5

3"W 71.18'

S56°0

3'2

9"E 55.0

5'

PL

PL

PL

PL

N33°55'08"E

75.96'

PL

N33°56'21"E

70.89'

DESIGN CONCEPT

DESIGN CONCEPT

FUTURE MAINTENANCE.

AND CONSTRUCTION AND

SIMPLIFY BRIDGE DESIGN

TANGENT ALIGNMENT TO

REVISED ALIGNMENT TO A

II-44

STA = 132+30.00

EL = 399.50

L = 600.00

K = 67

ex = 6.73'

V = 41 MPH

140+00.00

126+00.00 127+00.00 128+00.00 129+00.00 130+00.00 131+00.00 132+00.00 133+00.00 134+00.00 135+00.00 136+00.00 137+00.00 138+00.00 139+00.00 140+00.00

PROPOSED GRADE

EXISTING GROUND

482.7

8

406.0

4

412.3

2

416.2

0

419.0

7

421.29

423.3

7

424.0

9

424.3

3

421.97

421.53

424.8

8

435.4

5

446.3

3

453.8

4

461.14

465.9

9

471.65

475.4

2

479.8

1

346.8

3

347.8

1

347.7

1

347.2

1

357.9

5

374.10

387.0

9

396.6

2

348.2

6

461.10

457.10

453.19

449.10

445.10

441.10

NORMAL CROWN

-0.97%+8.00%

437.10

433.10

429.10

425.10

421.17

417.5

8

414.3

6

411.5

2

409.0

5

406.9

6

405.2

4

403.8

9

402.9

2

402.3

2

402.0

9

402.2

4

405.5

9

405.11

404.6

3

404.14

403.6

6

403.18

402.6

9

Sunny Day Dam Breach 374.0

(FEMA) Design High Water 364.0

STA. 129+35.56

END BRIDGE

70' +/-Vertical Clearance =

-0.97%

PROP. RIGHT OF WAY

PROP. RIGHT OF WAY



EASEMENT

DRAINAGE

PROP. PERM.


PROP. PERM. DRAINAGE EASEMENT

EASEMENT

PROP. TEMP. ACCESS

RFP RIGHT OF WAY (NOT NEEDED)

RFP RIG

HT OF WAY

(NOT N

EEDED)


EASEMENT

PROP. PERM. SLOPE

EASEMENT

PROP. TEMP. CONSTR.

0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

400_

410_

420_

430_

440_

FEXISTING GAS

EXISTING SANITARY

WETLANDS

6

390_

380_

370_

MAT

CH

LIN

E

SH

EE

T 7 S

TATIO

N 14

0+0

0

360_

350_

340_

MA

TC

HLIN

E

SH

EE

T 5 S

TA

TIO

N 12

6+0

0

450_

460_

470_

480_

490_

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


FUTURE MAINTENANCE.

AND CONSTRUCTION AND

SIMPLIFY BRIDGE DESIGN

TANGENT ALIGNMENT TO

REVISED ALIGNMENT TO A

CONSTRUCTION COST.

BRIDGE LENGTH TO REDUCE

REVISED PROFILE AND

STD. CG-7 REQ'D.19

27 STD. CG-3 REQ'D.

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


2

1

4

3

Curve BERKMAR-06PI = 139+49.90

T = 426.30'

L = 805.93'

R = 1,000.00'

135+23.60PC =

PT = 143+29.54

15'

15'


STATION 129+35.56

END BRIDGE

V = 45 MPH

V = 45 MPH


T = 137.90'L = 274.08'R = 1,000.00'

130+15.61PC =PT =132+89.69

126

127

128

129

130

PC 13

0+15.6

1

131

132

PT 13

2+8

9.6

9

133

134

135

PC 13

5+2

3.6

0

136

137

138

139 14

0

6

5

15

RIO

MIL

LS

RO

AD

+30.4

1

+79.8

3

E = NC

E = NC

ARCHAEOLOGICAL SITE

U

U

U

C F

FC

27

19

F C

FC

6' Chai

nlink F

ence

Gravel

Dense Hardwoods

Dense Hardwoods

Gravel

Gravel

Rio

Mill

Road -

Route 643

Approach Z

one

Approach Z

one

Approach Z

one

60.0

0')

(S59°3

0'0

0"E

(N26°4

7'30"E 10

0.00')

(S26°4

7'30"W 10

0.00')

60.0

0')

(N59°3

0'0

0"W

PL is CL of 30' Prescriptive Easement

PL

N66°2

5'4

0"W

N19°51'

50"E

N19°51'

50"E

N66°2

5'4

0"W

(Septe

mber 2014)

Prescriptive Easement

PL

PL

PL

DESIGN CONCEPT

DESIGN CONCEPT

II-45

STA = 143+10.00

EL = 485.90

L = 500.00

K = 47

ex = -6.59'SSD = 320'

STA = 149+00.00EL = 470.86

-2.55%

+5.44%

L = 530.00

K = 66

ex = 5.29'

V = 40 MPHV = 40 MPH

140+00.00 141+00.00 142+00.00 143+00.00 144+00.00 145+00.00 146+00.00 147+00.00 148+00.00 149+00.00 150+00.00 151+00.00 152+00.00 153+00.00 154+00.00

489.9

0

492.6

3

495.3

5

498.0

7

PROPOSED GRADE

EXISTING GROUND

507.8

6

477.8

8

479.8

5

479.8

5

483.4

1

486.0

3

490.8

6

492.7

2

496.0

4

501.85

492.7

4

489.9

7

486.2

5

480.6

4

479.12

480.4

9

480.9

0

480.19

478.2

9

471.89

465.8

6

458.9

9

464.4

0

472.5

0

485.9

2

482.7

8

489.5

1

492.17

492.9

5

-2.55%

+8.00%-2.55%

487.18

484.4

8

482.0

6

480.0

2

478.3

5

477.0

7

476.15

475.6

2

475.4

6

475.6

8

476.3

2

477.2

5

478.5

1

479.7

7

480.6

8

481.06

480.9

1

480.2

3

479.0

2

477.2

9

475.0

3

472.2

5

468.9

3

465.10

461.10

NORMAL CROWN

PROP. RIGHT OF WAY

PROP. RIGHT OF WAY



EASEMENT

DRAINAGE

PROP. PERM.

EASEMENT

PROP. PERM. DRAINAGE



RFP RIGHT OF WAY

RFP RIGHT OF WAY

RFP RIGHT OF WAY

460

465

465

470

2

1

3

4

15'

15'


V = 45 MPH

Curve BERKMAR-07

PI = 152+33.60

T = 265.95'

L = 519.86'

R = 1,000.00'

149+67.65PC =

PT = 154+87.51

140

141

142

143

PT 14

3+2

9.5

4

144 14

5 146 14

7 148 14

9

PC 14

9+6

7.6

5

150

151

152

153

154

17

16

TYP

E I, W

=16'

ST'D

CG-9

D

RE

Q'D.

Curve BERKMAR-06

PI = 139+49.90

T = 426.30'

L = 805.93'

R = 1,000.00'

135+23.60PC =

PT =143+29.54

V = 45 MPH

E = NC

E = NC

ARCHAEOLOGICAL SITE

C F

CF

F C

FC

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

500_

510_

520_

FEXISTING GAS

EXISTING SANITARY

WETLANDS

7

490_

480_

470_

MAT

CH

LIN

E

SH

EE

T 8 S

TATIO

N 15

4+0

0

MAT

CH

LIN

E

SH

EE

T 6 S

TATIO

N 14

0+0

0

460_

450_

440_

430_

420_

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


Gravel

Dense Hardwoods

N85°4

4'10

"E 12

1.85'

PL

Abandoned

Road

Bed

II-46

STA = 156+25.00EL = 510.31

+5.44%-2.35%

L = 350.00K = 45

ex = -3.41'SSD = 311' STA = 162+20.00

EL = 496.35

-2.35%

+7.09%

L = 630.00

K = 67

ex = 7.43'

+7.09%

168+00.00

529.6

6

154+00.00 155+00.00 156+00.00 157+00.00 158+00.00 159+00.00 160+00.00 161+00.00 162+00.00 163+00.00 164+00.00 165+00.00 166+00.00 167+00.00

498.0

7

500.7

9

503.2

3

505.12

506.4

5

507.2

2

507.4

4

507.10

506.2

0

505.0

3

503.8

6

502.8

4

502.19

501.91

502.0

1

502.4

9

503.3

4

504.5

6

506.16

508.13

510.4

8

513.2

0

516.3

0

519.7

2

522.8

2

525.3

7

527.3

5

528.7

8

STA = 168+00.00

EL = 537.48

L = 530.00

K = 45

ex = -7.82'

SSD = 311'

V = 41 MPH

V = 40 MPH

V = 40 MPH

PROPOSED GRADE

EXISTING GROUND

540.5

8540.5

8

477.9

2

481.26

488.8

6

494.6

5

496.3

9

498.9

1

502.0

3

506.6

9

511.0

3

515.7

2

519.7

3

524.2

3

527.9

5

531.26

533.7

9

536.3

1

538.5

4

510.4

7

515.7

1

514.7

3

516.7

9

512.3

5

504.8

6

498.8

0

495.2

3

488.7

9

479.9

4

507.8

6

NORMAL CROWN



EASEMENT


EASEMENT


EASEMENT

PROP. TEMP. CONSTR.

RFP RIGHT OF WAY

RFP RIGHT OF WAY

485

490

495

495

500

505

510

2

1

4

3

15'

15'

V = 45 MPH


T = 187.93'L = 371.52'R = 1,000.00'

161+00.95PC =

PT = 164+72.47

154

PT 15

4+8

7.5

1

155

156

157

158

159

160

161

PC 16

1+00.9

5

162

163 16

4

PT 16

4+7

2.4

7

165

166

167

168

17

16

TYP

E I, W

=16'

ST'D

CG-9

D

RE

Q'D.

BASELINE

CONSTRUCTION BERKMAR DRIVE

E = NC

C F

CF

F C

FC

U

0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

500_

510_

520_

530_

540_

550_

F

EXISTING GAS

EXISTING SANITARY

WETLANDS

8

490_

480_

470_

MAT

CH

LIN

E

SH

EE

T 9 S

TATIO

N 16

8+0

0

MA

TC

HLIN

E

SH

EE

T 7 S

TA

TIO

N 15

4+0

0

460_

450_

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


Dense Hardwoods

PL is C

L of

Old

Quarry Road

PL

S42°5

3'2

1"E 16

7.8

6'

S46°3

9'5

6"E 14

4.6

5'

S53°3

6'5

3"E 13

7.7

9'

S58°13'3

5"E 14

8.5

3'

N86°41'3

5"E 60.43'

S85°0

9'5

4"E 118.74'

IRF

N63°3

5'3

3"W

P L

Abandoned

Road

Bed

II-47

PP #CI0

1 PP #CI14

PP #BI8

8

PP #BI0

4

Guy

Guy

EOI

T

TH

H

STA = 168+00.00

EL = 537.48

-4.71%

L = 530.00

K = 45

ex = -7.82'

SSD = 311'

STA = 175+15.00

EL = 503.80

-4.71% +5.00%

L = 630.00

K = 65

ex = 7.65' STA = 181+10.00

EL = 533.56

+5.00%

L = 424.00K = 50

ex = -4.54'

SSD = 327'

182+00.00

528.8

6

168+00.00 169+00.00 170+00.00 171+00.00 172+00.00 173+00.00 174+00.00 175+00.00 176+00.00 177+00.00 178+00.00 179+00.00 180+00.00 181+00.00

529.6

6

529.9

7

529.7

3

528.9

4

527.5

8

525.6

7

523.3

4

520.9

9

518.6

3

516.4

7

514.6

9

513.3

0

512.3

0

511.6

8

511.4

4

511.5

9

512.13

513.0

5

514.3

5

516.0

5

518.12

520.5

6

523.0

6

525.2

9

527.0

1

528.2

3

528.9

4

529.16

V = 40 MPH

V = 40 MPH V = 41 MPHPROPOSED GRADE

EXISTING GROUND

538.0

1

539.5

5

510.8

1

514.4

0

515.16

517.14

522.6

9

528.6

1

533.17

536.7

8

539.4

2

541.38

540.17

535.9

2

529.3

7

519.9

6

513.6

0

511.5

6

515.13

514.2

1

505.0

6

494.6

1

484.6

1

487.6

1

492.2

6

496.8

3

499.5

1

504.6

9

540.5

8540.5

8

NORMAL CROWN

PROP. RIGHT OF WAY

CONCEPTUAL AND EASEMENT

PROP. PERM. SLOPE

EASEMENT

SLOPE

PROP. PERM.

EASEMENT

DRAINAGE

PROP. PERM.

EASEMENT

PROP. TEMP. CONSTR.

RFP RIGHT OF WAY

EASEMENT


495

500

505

505

505

510

515

490 495 500

505505

510

1

23

4

15'

15'


V = 45 MPH

Curve BERKMAR-09

PI = 181+07.80

T = 88.08'

L = 175.70'

R = 1,000.00'

180+19.73PC =

PT = 181+95.43

168 169 170 171 172 173 174 175 176

177

178 179 180

PC 18

0+19.7

3

181

PT 18

1+95.4

3

182

16

17

E = NC

C F

C F

F C

C F

F C

FC

U

UTYP

E III, W

=16'

ST'D

CG-9

D

RE

Q'D.

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

500_

510_

520_

530_

540_

550_

560_

570_

FEXISTING GAS

EXISTING SANITARY

WETLANDS

9

490_

480_

470_

MA

TC

HLIN

E

SH

EE

T 8 S

TA

TIO

N 16

8+0

0

MA

TC

HLIN

E

SH

EE

T 10 S

TA

TIO

N 18

2+0

0

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


Dense Hardwoods

Gravel

Tower

Cell

Tower

Cell

Tower

Cell

4' Wove

n Fe

nce

4' Woven Fence

4'

Woven Fence

4' Woven Fe

nce

4' Woven F

ence

4' W

oven Fence

6' C

hainlin

k Fence

Tower

Cell

Conc. B

ldg.

Bldg.Conc.

Vault

Gravel

Pine Thicket

Pine Thicket

12' Tall

Large Hardwoods

Dense Hardwoods

Dense Hardwoods

Garage

Dense Hardwoods

3' R

ail Fence

Bushes

8"Cedar

4"Broad Leaf

Shed

2 - 4"Broad Leaf

Conc. Walk

Dense Hardwoods

Dense Hardwoods

Grass Field

Grass/Shrubs/Small Trees

Grass/Shrubs/Small Trees

Creek

Creek

Creek

Creek

Creek

Grass

Grass/Shrubs

#1270

Brick

2 Sty.

#2870Block1 Sty.

Garage

1 Sty.

Drainfiel

d Area

Approximate

Drainfield

Area

Appro

ximate

30' R

OA

D

D.B. 9

4 P

G. 4

04

Brush

Brush

(S19°19'26"

W 890.84')

(N57°10'3

6"W 863.0

1')

(S79°5

8'E 206.9')

(S12°19'W

320.

19')

(N69°2

3'W 10

0.0')

(S76°14'4

5"E 354.5

3')

(S13°01'33"W

231.98')

(N76°5

7'2

2"W 354.2

5')

(N13°03'38"

E 840.61')

(250.14')

N12°55'25"

E

N77°0

5'2

5"W 354.2

7'

PL

IRF

IRF

IRF

IRF

IRF

BE

NT

N12°54'40"

E 294.76'

N63°4

0'3

0"W 295.2

0'

IRF

PL

PL

PL

PL

PL

P L

P L

N76°2

4'2

8"W

P L

N75°4

4'0

3"W

N63°3

5'3

3"W

P L

Ownership

Unknown

Subject to

In

gress

&

Egress Ease

ment a

s Per (D.B. 7

48 P

G. 5

66),

(D.B. 4

72 Pg. 5

32), P

rivately

Maintain

ed as Per Plat (D

.B. 5

29 P

G. 5

41),

30' R

oad (D.B. 9

4 P

G. 4

04, s

aid plat h

as been lost)

S12°54'40"

W

S12°54'40"

W

II-48

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


STA = 181+10.00

EL = 533.56

-3.55%

L = 424.00K = 50

ex = -4.54'

SSD = 327'

STA = 185+72.00

EL = 517.14

-3.55% +2.77%

L = 500.00K = 79

ex = 3.95'

195+00.00

182+00.00 183+00.00 184+00.00 185+00.00 186+00.00 187+00.00 188+00.00 189+00.00 190+00.00 191+00.00 192+00.00 193+00.00 194+00.00 195+00.00

528.8

6

528.0

6

526.7

6

525.0

8

523.6

4

522.5

1

521.70

521.21

521.03

521.17

521.63

522.4

0

523.4

8

524.8

4

526.2

2

527.6

1

528.9

9

530.3

7

531.76

533.14

534.5

3

535.9

1

537.3

0

538.6

8

540.0

7

541.45

542.8

3

181+00.00

528.9

4

529.16

V = 45 MPH

V = 41 MPH

EL = 533.56

L = 424.00K = 50

ex = -4.54'

PROPOSED GRADE

EXISTING GROUND

+81.88

534.17

534.17

531.93

534.8

4

536.8

3

537.9

9

539.0

6

540.9

4

542.7

2

543.8

9

543.9

6

543.5

0

542.6

7

540.5

2

532.7

1

528.5

6

526.4

7

526.3

6

523.16

517.9

8

507.7

8

497.15

502.0

3

508.9

9

515.9

8

522.7

9

527.8

6

538.0

1

539.5

5

539.4

2

NORMAL CROWN


EASEMENT


EASEMENT

DRAINAGE

PROP. PERM.

EASEMENTPROP. PERM. SLOPE

RFP RIGHT OF WAY

RFP RIGHT OF WAY

515

510 5

15

515

520

500

505

510

515

0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

500_

510_

520_

530_

540_

550_

560_

570_

FEXISTING GAS

EXISTING SANITARY

WETLANDS

10

490_

480_

470_

MA

TC

HLIN

E

SH

EE

T 9 S

TA

TIO

N 18

2+0

0

MAT

CH

LIN

E

SH

EE

T 11 S

TATIO

N 19

5+0

0

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


REDUCE COST

IMPROVE EFFICIENCY AND

REDESIGNED SWM POND TO

1

2

3

4

15'

15'


V = 45 MPH

Curve BERKMAR-10

PI = 192+51.31

T = 266.58'

L = 521.04'

R = 1,000.00'

189+84.73PC =

PT =195+05.77

PT 18

1+95.4

3

182

183

184

185

186

187

188

189

PC 18

9+8

4.7

3

190

191 192

193

194

195

PT 19

5+0

5.77

17

16

17

16

TYP

E I, W

=16'

ST'D

CG-9

D

RE

Q'D.

TYP

E I, W

=16'

ST'D

CG-9

D

RE

Q'D.

E = NC

C F

FC

C F

Dense Hardwoods

Dense Hardwoods

PL

(S88°2

6'E 10

32.9')

N85°3

3'0

9"E 10

37.3

3'

DESIGN CONCEPT

II-49

2

1

4

3

15'

15'


V = 45 MPH


T = 260.24'L = 503.20'R = 800.00'

200+73.05PC =PT =205+76.25

195

PT 19

5+0

5.77

196

197

198

199

200

PC 200+7

3.0

5

201

202

203

204

205

PT 205+7

6.2

5

206

207

208

209

POT 10+00.00

10

11

POT 11+50.00

POT 10+00.00

10

11

POT 11+50.00

TYP

E III, W

=12'

ST'D

CG-9

D

RE

Q'D.

E = NC

C F

FC

FC

C F

CF

FC

TYP

E III, W

=12'

RE

Q'D.

ST'D

CG-9

D

STA = 203+50.00EL = 566.37

+2.77%-6.50%

L = 450.00K = 49

ex = -5.21'SSD = 324'

204+00.00 205+00.00 206+00.00 207+00.00 208+00.00

561.16

559.9

7

558.2

6

556.0

4

553.3

0

550.12

546.8

7

543.6

2

540.3

7

537.12

533.8

7

195+00.00196+00.00 197+00.00 198+00.00 199+00.00 200+00.00 201+00.00 202+00.00 203+00.00

542.8

3

544.2

2

545.6

0

546.9

9

548.3

7

549.7

6

551.14

552.5

3

553.9

1

555.2

9

556.6

8

558.0

6

559.4

5

560.7

7

561.64

561.99

561.83

209+00.00

530.6

2

542.8

3

V = 41 MPH

EXISTING GROUND

PROPOSED GRADE

529.2

4

562.2

8

561.09

559.9

4

559.4

9

559.4

0

557.6

6

554.13

550.0

4

547.7

0

545.2

8

542.3

9

538.9

0

534.2

1

527.2

4

522.11

519.3

2

518.8

4

526.2

3

534.0

4

539.6

9

546.0

3

551.71

556.9

5

561.26

562.0

6

561.01

561.30

534.17

534.17

NORMAL CROWN

PROP. TEMP. CONSTR. EASEMENT

EASEMENT


EASEMENT

PROP. TEMP. CONSTR.

EASEMENT


EASEMENT

ENTRANCE

PROP. TEMP.

EASEMENT

ENTRANCE

PROP. TEMP.

EASEMENT

PROP. PERM. SLOPE

EASEMENT

PROP. PERM. SLOPE

EASEMENT

PROP. PERM. SLOPE

RFP RIGHT OF WAY

RFP RIGHT OF WAY

0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

500_

510_

520_

530_

540_

550_

560_

570_

FEXISTING GAS

EXISTING SANITARY

WETLANDS

11

580_

590_

600_

MAT

CH

LIN

E

SH

EE

T 10 S

TATIO

N 19

5+0

0

MAT

CH

LIN

E

SH

EE

T 12 S

TATIO

N 209+0

0

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


PROFILE

STA. 202+00 LT

ENTRANCE

PROFILE

STA. 202+00 RT

ENTRANCE

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


10+00.00 11+00.00

535_

540_

545_

550_

555_

560_

565_

561.30

561.39

560.4

2

558.8

8

561.64

STA = 10+17.00

EL = 561.17

STA = 10+22.00

EL = 561.77

+2.00% STA = 10+27.00

EL = 561.87-1.00%

561.45

561.64

561.64

STATION 10+00.00

ENTRANCE

BEGIN CONSTRUCTION

EXISTING GROUND

PROPOSED GRADE

STATION 10+68.78

ENTRANCE

END CONSTRUCTION

10+00.00 11+00.00

535_

540_

545_

550_

555_

560_

565_

561.30

560.9

4

561.53

562.3

8

STA = 10+15.00

EL = 561.94

561.64

STA = 10+17.00

EL = 561.77

STA = 10+25.00

EL = 562.42

+2.00%

STA = 10+39.98

EL = 562.72

-1.00%

561.92

561.64

562.6

2

562.12

STATION 10+00.00

ENTRANCE

BEGIN CONSTRUCTION

STATION 11+20.20

ENTRANCE

END CONSTRUCTION

GRADE

PROPOSED

EXISTING GROUND

Creek

(N40°2

5'2

0"W 391.2

3')

(N15°E 237')

(N74 ƒ

°W 223')

(S70°0

2'0

8"E 222.0

1')

(S19°21'25"W 2

35.18')

(N82°0

5'5

6"W 15

81.7

3')

S87°5

8'0

3"W

S79°5

8'0

9"E

S09°25'24"W

IPF

PL

Axle F

nd

P L

IPF

PL

PL

IPF

EXIS

TIN

G 15' R/

W

D.B. 2

60 P

G. 2

32

EXIS

TIN

G 15' R/

W

D.B. 2

60 P

G. 2

32

(N87 •

°E 386')

(S84°5

1'12"W 387.40')

(S58°2

8'10"W 53

0.25')

IPF

LE

ANIN

G

IPF

S42°49'4

1"E

N81°0

3'0

8"W

S82°2

6'5

1"W

Axle Fnd (B

ent)

II-50

PP #D

O88

Guy

PP #D

P10

PP #E

P60

PP (N

o #)

STA = 211+88.00

EL = 511.90

-6.50%+0.50%

L = 460.00

K = 66

ex = 4.03'

223+00.00

517.4

9

209+00.00 210+00.00 211+00.00 212+00.00 213+00.00 214+00.00 215+00.00 216+00.00 217+00.00 218+00.00 219+00.00 220+00.00 221+00.00 222+00.00

530.6

2

527.3

7

524.2

5

521.51

519.15

517.17

515.5

8

514.3

6

513.5

2

513.0

6

512.9

9

513.2

1

513.4

7

513.7

2

513.9

7

514.2

2

514.4

7

514.7

2

514.9

7

515.2

2

515.4

8

515.7

3

515.9

8

516.2

3

516.4

8

516.7

3

516.9

8

517.2

4

209+00.00

V = 40 MPH

PROPOSED GRADE

EXISTING GROUND

523.7

0

518.8

5

512.3

0

504.5

9

498.6

0

495.2

2

491.56

498.4

7

508.9

2

516.7

6

522.16

525.9

3

529.18

527.2

8

518.0

7

512.4

6

513.11

517.0

9

517.2

4

515.0

6

517.5

5

524.2

3

528.9

2

530.19

529.2

5

526.0

5

522.7

4

529.2

4

517.4

5

529.2

4

NORMAL CROWN

EASEMENT


PROP. PERM. SLOPE

EASEMENT

DRAINAGE

PROP. PERM.

EASEMENT

DRAINAGE

PROP. PERM.

EASEMENT

DRAINAGE

PROP. PERM.

EASEMENT


RFP RIGHT OF WAY

OF WAY

RFP RIGHT

505

510

510

515

505

510

510

515

500

505

510

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13


1

23

4


V = 45 MPH

15'

15'


T = 619.37'L = 1,201.28'R = 2,000.00'

211+65.54PC =

PT = 223+66.82

209 2

10

211

PC 211+6

5.5

4

212

213 214

215

216

217

218

219

220

221

222

223

17

16

17

16

TYP

E I, W

=16'

ST'D

CG-9

D

RE

Q'D.

TYP

E I, W

=16'

ST'D

CG-9

D

RE

Q'D.

16

17

E = NC

TYPE I, W=16'

ST'D CG-9D REQ'D.

C F

F C

FC

CF

FC

CF

U

0 100' 200'

SCALE



UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

440_

450_

460_

470_

480_

490_

500_

510_

520_

530_

540_

550_

560_

570_

FEXISTING GAS

EXISTING SANITARY

WETLANDS

MAT

CH

LIN

E S

HE

ET 13 S

TATIO

N 223+0

0

12

MA

TC

HLIN

E

SH

EE

T 11 S

TA

TIO

N 209+0

0

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10


CONSTRUCTION COST.

WETLANDS AND REDUCE

LOCATION TO AVOID

REVISED SWM POND Spring

Creek

Creek

Creek

Creek

Creek

Creek

Creek

Dense Ha

rdwoods

Dense Hardwoods

Dense Hardwoods

Dense Hardwoods

Dirt Path

4" B

eech

27" T

win O

ak

22" O

ak

30" O

ak

16" O

ak

40" Elm

Wood Post

Grave S

hafts

Head

stones &

Cem

etery w/

(N42°59'27

"E 940.35')

PL

20.5

1')(S

57°3

6'4

3"E

(S38°49'10"W

12.00')

IPF

IPF

PL

PL

PL

12.70')

(N57°59'15"E

(S51°10'5

0"E 99.0

0')

(N57°59'15"E 1029.64')(N57°59'15"E 1029.64')

PL

(S51°0

7'0

0"E 286.6

7')

P L

PL(N42°

59'27"E 9

40.35')

(N36°45'0

0"E 879.1

2')

(S51°10'5

0"E 12

2.10')

IPF

IPF

TWIN POPLAR

PL

S53°3

5'11"E

S53°3

5'11"E

N55°34'54"E

N55°34'54"E

3' +/- M

onument &

Deed G

ore

(N36ƒ°E 5

3.28 poles

)

(N36ƒ°E 5

7 poles)

S34°21'17"W

12' R

OA

D (D.B. 15

8 P

G. 111)

DESIGN CONCEPT

DESIGN CONCEPT

PROPERTY IMPACTS

BALANCE COST AND

DESIGNED 84" CULVERT TO

II-51

0 100' 200'

SCALE


UTILITY EASEMENT





EXISTING EASEMENT


EXISTING WATER

EXISTING ELECTRIC


EXISTING CABLE TV

EXISTING TELEPHONE






PAVEMENT DEMOLITION


MILL AND OVERLAY

LEGEND:

C

E

440_

460_

480_

500_

520_

540_

560_

FEXISTING GAS

EXISTING SANITARY

WETLANDS

13

550_

530_

510_

490_

470_

450_

MAT

CH

LIN

E

SH

EE

T 12 S

TATIO

N 223

+00

STD. CG-12 REQ'D.


STD. UD-3 REQ'D.

7

6

8

9

5 STD. GR-2 REQ'D.



STD. CG-2 REQ'D.


STD. CG-6 REQ'D. 1

2

3

4

16

17

STD. FE-CL REQ'D.



15 STD. GR-9 REQ'D.



STD. CD-2 REQ'D.12

11 STD. CD-1 REQ'D.

STD. UD-4 REQ'D.10

PROPOSED STORMWATER EASEMENTQUALITY

BASINS TO IMPROVE WATER

DESIGNED ADDITIONAL SWM

PROPERTY IMPACTS

BALANCE COST AND

DESIGNED 84" CULVERT TO

$FILE$$DATE$

$TIM

E$

$US

ER$


SHEET OF 13



T = 134.52'L = 264.67'R = 600.00'

226+12.43PC =

PT = 228+77.10

2

1

1

3

4


STATION 234+00.00

BERKMAR DRIVE

END CONSTRUCTION

15'

15'

V = 40 MPH

8

8

TO

RO

UT

E 29

TO

WN

CE

NT

ER

DRIV

E

223

PT 223

+66.8

2

224

225

226 P

C 226+12.4

3

227

228

PT 228+7

7.10

229

230

231

232

233

234

POT 234+6

4.0

6

2

2

16

16

17

TYP

E I,

W=16'

ST'D CG-9

D RE

Q'D.

E = 2%

C F

FC

C F

F C

U

GV

EOI

E

Elec. H

H

LP

No#

LP

No#

LP

No#

LP

No#

LP

No#

LP

No#

Elec. H

H LP

No#

LP

No#

LP

No#

LP

No#

LP

No#

LP

No#

LP

No#

LP

No#

FH WV

WV

FH

S

S

S

San. M

H #113

6

San. M

H #1137

San. M

H #1138

San. M

H #115

0

Not Fou

nd In F

ieldSan. MH #

1135

S

U

U

U

U

U

U

U

U

U

U

U

STA = 226+10.00

EL = 519.05

+0.50%

+7.00%

L = 460.00

K = 71

ex = 3.73'

STA = 231+90.00

EL = 559.63

+7.00%+3.99%

L = 210.00

K = 70

ex = -0.79'

SSD = 464'

568.0

0

223+00.00 224+00.00 225+00.00 226+00.00 227+00.00 228+00.00 229+00.00 230+00.00 231+00.00 232+00.00

233+00.00 234+00.00

517.4

9

517.7

4

518.0

2

518.5

9

519.5

1

520.7

8

522.4

1

524.3

9

526.7

3

529.4

1

532.4

5

535.8

4

539.3

4

542.8

4

546.3

3

549.8

3

553.3

2

556.5

3

559.3

8

561.88

564.0

2

566.0

2

EXISTING GROUND

PROPOSED GRADE

V = 46 MPH

V = 42 MPH+7.00%

568.0

0

+38.7

7

TRANSITION +68.7

7

517.4

5

509.6

2

500.2

8

487.0

2

478.7

4

491.83

503.3

4

521.52

525.6

8

529.8

9

532.16

536.8

9

538.9

7

542.8

8

546.8

5

550.8

6

553.7

7

555.7

3

559.6

3

560.6

7

565.9

1

567.8

0

568.0

1

570.4

2

+50.7

7

+20.7

7

TRANSITION NORMAL ROWN

NORMAL CROWN

2% SUPERELEVATION

STATION 234+00.00

BERKMAR DRIVE

END PROJECT

SURFACE ELEVATION

100-YEAR WATER

EXIST. R/W

EXIST. R/W

EASEMENT

PROP. PERM. SLOPE

EASEMENT

PROP. PERM. SLOPE

EASEMENT


EASEMENT

DRAINAGE

PROP. PERM.

EASEMENT

SLOPE

PROP. PERM.

RFP RIGHT OF WAY

RFP RIGHT OF WAY

510

515

520

525

525

495

500

505

510

Bushes

4" Tree 4" T

ree

4" Tree

Bush

Sign

Sign

Sign

Sign

Sign

Sign

Sign

Sign

Conc. Sid

ewalk

Asphalt Pa

rking L

ot

Pond

Rip-R

ap

Gravel / C

leared

Area

Cleared Ar

eaGra

vel / G

rass

D036

D037

D038

D041

D042

D044

D043

Str

ea

m

Stream

Strea

m

Dense

Hardwoo

ds

Bushes

Bushes

Bushes

4" Tree

4" Tree

6" Tree

Post

Conc. Re

t. Wall

Asphalt Pa

rking L

ot

Guard

Rail

Bushes

Structu

reOverflo

w

Grass

0.5' Curb

0.5' Cur

b

0.5' Curb

0.5' Cur

b

0.5' Cur

b

0.5' Cur

b0.5' Curb

0.5' Cur

b

4' Hand Rail

Grass

Conc. P

ad

Asphalt

Asphalt

Rip-Ra

p

Rip-Ra

p

Conc. M

edia

n

4' Chain Lin

k Fenc

e

Grass

Grass

Grass

Conc.

Grass

Metal Sign

Metal Sign

Metal Sign

Metal Sign

Metal Sign

Metal Sign

Metal Sign

Asphalt

Asphalt

Asphalt

Asphalt

Handica

p Ramp

Handica

p Ramp

Handicap Ramp

2" Ceda

r

Asphalt C

urb

0. 5' C

urb

Asphalt

Asphalt

Metal Sign

Metal Sign

Metal Sign

Metal SignMet

al Sign

Grass

Grass

Conc.

Conc.

Grass

Grass

Grass

Grass

Grass

Conc.

Grass

Metal Sign

Metal Sign

Metal Sign

Metal Sign

Conc. W

alk

Conc. Sidewalk

Conc. Sidewalk

Conc. S

idewalk

Conc.

for Ba

rrier2 C

onc. Block

s

for Ba

rrier2 C

onc. Block

s

11 PVC B

ollards

Metal Si

gn

Metal Sign

2" Maple

2" Ceda

r

2" Ceda

r

2' Wide B

lock Wall

Road N

ot Name

d

2. 5' C

&G

2. 5' C

&G

2. 5' C

&G

2. 5' C

&G

2. 5' C&G

Conc. B

lock Barricade

2. 5' C

&G

E027

E026

E028

E029

E030

E032

E031

E038

E039

E085

E086

D.B. 1246 PG. 228

Ex. 20' Sanitary Sewer Esmt.

0.5' Cur

b

0.5' Cur

b

29.4

3')

(N40°5

0'5

1"W

D.B. 2790 PG. 459

Ex. 20' Drainage Esmt.

N23°3

5'0

7"W

(N16°59'55"E 61.3

5')

(N13°17'51"E 68.45')

(N78°07'34"E 95.25')

(N61°19'37"E 56.68')

17.17')

(N27°5

5'0

4"W

(N50°18'17"E

253.04')

(N02°0

6'3

9"E 15

8.97')

24.98')(N61°19'37"E

(N54°50'3

5"E 368.1

2')

19.80')(S61°01'25"

W

16.88')

(S50°5

5'4

9"E

(S36°3

3'2

4"E 19

9.76')

(S39°4

1'43"E 14

9.0

0')

(N50°18'17"E

369.50')

(S23°3

5'11"E

16

1.42')

Existing

R/W Per D

.B. 3704

PG. 460

29.4

3')

(S40°5

0'5

1"E

(S54°50'3

5"W 371.9

4')

(S78°06'44"W 117.25')

(N15°3

1'03"W 69.0

4')

(N16°59'55"E 61.3

5')

(N30°04'35

"E 85.66')

(N13°17'51"E 68.45')

16.99')

(N11°55'05"E

23.61')

(N11°55'05"E

(N58°15'3

3"W 18

5.87')

(N33

°13'01"E 2

31.45')

(N77°56'32"E 49.00')

Existing

R/W Per D

.B. 3704

PG. 460

Existin

g R/

W

Per D.B. 3

704 P

G. 4

60

Existin

g R/

W

Per D.B. 3

704 P

G. 4

60

IRF

IRF

IRF

S36°5

0'3

4"E

S41°22'47"

W

S06°4

8'5

1"E

IRF

IRF

N67°11'0

3"W

N08°04'25"E

N21°0

9'05"E

N04°22'2

1"E

N02°59'3

5"E

N02°59'3

5"E

N69°12'04"EN69°12'04"E

N52°24'07"E

N45°55'0

5"E

N52°05'55"E

S45°2

8'5

4"E

S59°5

1'19"E

N52°24'07"E

N69°11'14"E

42.5

6'

S48°2

5'0

8"E

S45°55'0

5"W

S49°4

6'2

1"E

PL

PL

PL

P L

PL

PL

PL

(R=94.00' L=111.64')

(R=500.00' L=203.18'))

(R=543.00 L=110.42')

(N30°04'35

"E 85.66')

14.48')

(N00°2

3'2

0"E

S08°3

2'10"E

(R=8

6.00' L

=109.42')

24.64')(N4

8°02'3

6"ES39°0

7'06"W

(R=84.00' L=127.09')

22.4

4'

N33°2

7'5

4"W

26.2

6')

(S37°2

0'11"E

N54°11'4

0"W

43.5

5')

(S45°16'10

"E

(R=9

70.0

0' L

=72.94')

27.15')

(N32°4

7'0

0"W

S41°4

2'3

0"E

(R=8

9.00' L

=100.62')

42.12')(N5

0°30'54"

ES41

°35'24"

W

86.0

0')

(N39°2

9'3

8"W

N48°3

7'2

2"W

(S39°4

1'52"E 16

7.5

6')

IRF

PL

N67°08'43"W

3' +/- M

onume

nt & D

eed

Gap

(S64ƒ°E 55 poles

)

DESIGN CONCEPT

DESIGN CONCEPT

II-52

II-53

creagle

Stamp

II-54

creagle

Stamp

II-55

creagle

Stamp

II-56

creagle

Stamp

plan and profile of proposed state highway adt (2014)€¦ · bl profile grade line 2' 5'...

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