ORIGINAL SIGNATURE ON FILE

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PROJECT LOCATION - WARD 4

C1

SHEET NO.

SCALE

PROJECT NO.

NTS

07/18/19

DATE

DESIGNED

CHECKED

JAM

JJW

DRAWN BY

MK

04-17-SW-194

REVISIONS DATE

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JOB #04-17-SW-194PLEASANT VALLEY DRIVE

SIDEWALKLITTLE ROCK, ARKANSAS

CONSULTINGENGINEERS, INC.

McCLELLAND

D E S I G N E D T O S E R V E

http://www.mce.us.com

1810 N. CollegeFayetteville, AR 72702

PH# 479-443-2377

7302 Kanis Rd.Little Rock, AR 72204

PH# 501-371-0272

4606 S. Garnett Rd. Ste. 401Tulsa, OK  74146PH# 918-619-6803

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SHEET NO.

SCALE

PROJECT NO.

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07/18/19

DATE

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REVISIONS DATE

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24" CMP/RCP/DIP

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LEGEND

3'-0"

TYPICAL SECTION OF IMPROVEMENT

N.T.S.

EXISTING TRAVEL LANE

C

L

5'-0" SIDEWALK

2% MAX

EXISTING R-O-W VARIES

EXISTING CURB AND GUTTER

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BOP STA. 10+00.00

EOP STA. 19+56.17

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N55° 30' 55.86"E

131.10'

N57° 16' 21.21"E

164.21'

N

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N57° 16' 05.00"E

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N42° 42' 30.79"E

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L: 26.30'

R: 300.00'

D: 5.0235°

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R: 1400.00'

D: 1.7929°

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C3

SHEET NO.

SCALE

PROJECT NO.

1" = 30'

01/03/2019

DATE

DESIGNED

CHECKED

JDM

N/A

DRAWN BY

KLS

18-5820

REVISIONS DATE

TYPE 3 ACCESS

RAMP

TYPE 3 ACCESS RAMP

5' CONCRETE SIDEWALK

5' CONCRETE

SIDEWALK

TYPE 3 ACCESS RAMP

RESIDENTIAL CONCRETE DRIVEWAY

RESIDENTIAL CONCRETE DRIVEWAY

EOP STA. 18+78.18

BOP STA. 10+00.00

APPROXIMATE CENTERLINE OF

EXISTING EAST BOUND LANES

5' CONCRETE SIDEWALK

REMOVE AND DISPOSE

OF EXISTING SIDEWALK

REMOVE AND DISPOSE

OF EXISTING SIDEWALK

TIE-IN FLUSH WITH EXISTING

CONCRETE SIDEWALK

2

7

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4

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TIE-IN FLUSH WITH EXISTING

CONCRETE SIDEWALK

5

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3

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STANDARD CONCRETE APRON & SIDEWALK

EXPOSED AGGREGATE CONCRETE EXTENSION

TO TIE-IN AT THE SAW CUT JOINT

NOTE:

DURING CONSTRUCTION ACTIVITIES, CAUTION SHOULD BE

USED TO AVOID DAMAGE TO EXISTING SPRINKLER HEADS

AND OTHER MISCELLANEOUS ITEMS OF THE PROPERTY OWNERS.

ANY DAMAGES TO THESE ITEMS WILL PAID AT THE EXPENSE OF

THE CONTRACTOR.

AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED,

THE EXISTING SIDEWALK IN PLACE UNDER THE OVERPASS

SHALL BE CLEANED OF DEBRIS AND MISCELLANEOUS

MATERIALS, PAYMENT FOR THESE ITEMS SHALL BE PAID UNDER

THE CONTRACT BID ITEM "FINAL CLEAN-UP".

8

'

TIE-IN FLUSH WITH EXISTING

CONCRETE SIDEWALK EXPOSED AGGREGATE

RECONSTRUCT SIDEWALK TO TIE

INTO THE EXISTING CURB

REMOVE AND DISPOSE

OF EXISTING SIDEWALK

3

'

TIE-IN FLUSH WITH EXISTING

CONCRETE SIDEWALK

NOTE:

TEMPORARY EROSION CONTROL DEVICES, INCLUDING SILT

FENCE (TYPE A) AND INLET PROTECTION DEVICES SHALL BE

USED DURING THE CONSTRUCTION OF THE SIDEWALK, IF AND

WHERE DIRECTED BY THE ENGINEER, TO PREVENT EROSION OF

CONSTRUCTION MATERIALS ON THE PROJECT SITE.

3

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N62° 17' 45.66"E

18.66'

N57° 16' 05.00"E

19.05'

N55° 28' 30.57"E

20.36'

N42° 42' 30.79"E

32.96'

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EOP STA. 19+56.17

STA= 10+03.80

OFF= 29.34' R

STA= 10+15.13

OFF= 18.13' R

STA= 10+23.44

OFF= 18.18' R

STA= 10+31.30

OFF= 18.23' R

STA= 10+59.42

OFF= 18.38' R

STA= 10+66.86

OFF= 18.42' R

STA= 11+15.33

OFF= 18.70' R

STA= 11+20.10

OFF= 18.71' R

STA= 11+85.74

OFF= 14.85' R

STA= 13+28.12

OFF= 22.59' R

STA= 14+50.39

OFF= 20.19' R

STA= 15+15.80

OFF= 22.69' R

STA= 15+24.78

OFF= 23.17' R

STA= 15+63.28

OFF= 26.98' R

STA= 15+80.15

OFF= 28.74' R

STA= 15+91.42

OFF= 19.61' R

STA= 16+01.57

OFF= 18.29' R

STA= 17+64.95

OFF= 12.44' R

STA= 18+40.68

OFF= 12.70' R

STA= 18+52.75

OFF= 22.16' R

STA= 18+62.54

OFF= 22.44' R

STA= 18+76.08

OFF= 29.24' R

STA= 18+75.20

OFF= 43.88' R

TYPE 3 ACCESS

RAMP

PC STA= 13+69.40

STANDARD CONCRETE APRON & SIDEWALK

EXPOSED AGGREGATE CONCRETE EXTENSION

TO TIE-IN AT THE SAW CUT JOINT

LEVEL LANDING

21' CURB

16.7'

12.3'

11.7'

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C4

SHEET NO.

SCALE

PROJECT NO.

1" = 30'

07/18/2019

DATE

DESIGNED

CHECKED

JJW

JJW

DRAWN BY

MK

04-17-SW-194

REVISIONS DATE

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