s valentine street reconstructiondec 02, 2019 · 1"=20' (22x34) s valentine street...

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S VALENTINE STREET RECONSTRUCTION

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2909 Military Road

GarNat Engineering, LLC

Designing our client's success

[email protected]

Fx (888) 900-3068

Ph (501) 408-4650

Benton, AR 72015

P.O. Box 116 (72018)

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SHEET NO. TITLE

COVER SHEET

C1LEGEND AND QUANTITY

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EXISTING CONDITION - I

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TYPICAL SECTIONS

W 10th ST

I-630

W 8TH ST TO W 12TH STCLR PROJECT #01-17-ST-57

2019-2021BOND PROGRAM

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MARYLAND AVE

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C5PLAN AND PROFILE-STA 1+00 TO STA 5+50

W 8TH ST

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EXISTING CONDITION - II

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SURVEY CONTROL PLAN - I

SURVEY CONTROL PLAN - IIC14

EROSION CONTROL PLAN - PHASE 1 - I

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EROSION CONTROL PLAN - PHASE 2 & 3 - I

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EROSION CONTROL PLAN - PHASE 2 & 3 - II

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MAINTENANCE OF TRAFFIC PLAN

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CROSS SECTIONS - IV

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PROJECT LOCATION - WARD 1

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DEPARTMENT OF PUBLIC WORKS CIVIL ENGINEERING 701 WEST MARKHAM STREET LITTLE ROCK, ARKANSAS 72201

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C1

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EXISTING

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SETBACK LINE

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24" CMP/RCP/DIP

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650

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CONTOUR LINE

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GAS LINE

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SEWER LINE

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WATER LINE

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FENCE

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OVERHEAD UTILITY

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CURB

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STORM SEWER/CULVERT

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UNDERGROUND TELEPHONE

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UNDERGROUND ELECTRIC

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PROPERTY LINE

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UTILITY POLE

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LIGHT POLE

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R.R. SPIKE

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PK NAIL

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IRON ROD

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CO

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ELECTRIC MANHOLE

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TELEPHONE MANHOLE

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BENCHMARK

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SIGN POST

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CLEAN-OUT

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GAS VALVE

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GAS METER

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FIRE HYDRANT

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WATER VALVE

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WATER METER

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GUARD POST (BOLLARD)

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CONC. MONUMENT

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TELEPHONE BOX

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CM

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GM

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GV

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SPOT ELEVATION

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CONTOUR

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STORM SEWER - PIPE

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STORM SEWER - JUNCTION BOX

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STORM SEWER - GRATE INLET

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HIGH POINT

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HP

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LOW POINT

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LP

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25.00

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SANITARY SEWER PIPE

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SANITARY SEWER MANHOLE

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CONSTRUCTION - ENTRANCE/EXIT

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STORM SEWER - HEADWALL

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STORM SEWER - INLET WITH SINGLE EXTENSION

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CONCRETE

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GUY WIRE

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CABLE BOX

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POST OR POLE (TYPE AS NOTED)

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MAILBOX

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BUSH

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CD

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CHECK DAM

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DI

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DIVERSION BERM

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DOWNDRAIN STRUCTURE - TEMPORARY

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RD

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ROCK DAM

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SFA

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SILT FENCE - TYPE A

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STORM DRAIN OUTLET PROTECTION

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SURFACE ROUGHENING

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DISTURBED AREA STABILIZATION -TEMPORARY STABILIZATION

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DISTURBED AREA STABILIZATION -TEMPORARY GRASSING

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DISTURBED AREA STABILIZATION -PERMANENT GRASSING

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MATTING/BLANKETS

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SEDIMENT BARRIER - SILT FENCE

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SEDIMENT BARRIER - BLOCK & GRAVEL

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SEDIMENT BARRIER - BLOCK

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TEMPORARY SEDIMENT BASIN

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SILT FENCE - TYPE B

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SFC

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SILT FENCE - TYPE C

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01-17-ST-57

6' MAX.

3"

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EXISTING R-O-W

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EXISTING R-O-W

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2%%% MIN. / 3:1 MAX

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2%%% MIN. / 3:1 MAX

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TYPICAL STREET SECTION S VALENTINE STREET SCALE: " = 1'-0" " = 1'-0"38" = 1'-0"

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2%%% MIN.

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2%%% MIN.

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STA 4+22 TO STA 7+56

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CLASS 3 CURB & GUTTER (SEE DETAIL PW-29)

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TYPICAL STREET SECTION S VALENTINE STREET " = 1'-0"38" = 1'-0"

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2%%% MIN.

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STA 2+62.5 TO STA 4+22

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2%%% MIN.

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STA 1+00 TO STA 2+62.5

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GENERAL STREET CONSTRUCTION NOTES: 1.WORK ASSOCIATED WITH THESE DETAILS COMPLY WORK ASSOCIATED WITH THESE DETAILS COMPLY WITH LITTLE ROCK PW-22 DETAIL.WITH LITTLE ROCK PW-22 DETAIL.

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MILL EXISTING ASPHALT (SEE TYPICAL COLD MILL SECTION)

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EXISTING ASPHALT

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UNDERCUT, EXCAVATE, AND RECONSTRUCT SUBGRADE WITH B STONE PER DETAIL A AS DIRECTED BY ENGINEER TO REPAIR SUBGRADE FAILURES.

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24" B STONE

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7" AGGREGATE BASE

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3"ASPHALT WEARING SURFACE

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EXISTING SUBGRADE

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DETAIL A

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STA 10+61.5 TO STA 14+13

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2%%% MIN. / 3:1 MAX

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2%%% MIN. / 3:1 MAX

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2%%% MIN.

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2%%% MIN.

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STA 7+56 TO STA 10+61.5

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2%%% MIN. / 3:1 MAX

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2%%% MIN. / 3:1 MAX

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EXISTING ASPHALT

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EXISTING R-O-W

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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY

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7" AGGREGATE BASE COURSE COMPACTED AT 100% MODIFIED PROCTOR DENSITY

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C2

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EXISTING CURB & GUTTER

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NEW SURFACE

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ELECTRIC BOXES

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CONCRETE

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CONCRETE

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GRAVEL

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GRAVEL

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GRAVEL

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CONCRETE

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W 11TH ST (ASPHALT)

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W 11TH ST (ASPHALT)

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VALENTINE ST (ASPHALT)

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GRAVEL

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ASPHALT

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RETAINING WALL

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ELECTRIC BOXES

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34L0870002700 BLACK COMMUNITY DEVELOPERS PROGRAM INC 3805 W 12TH ST STE 203 LITTLE ROCK, AR 72204

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34L0860001800 RAWLS CYNTHIA A 1915 S HARRISON ST LITTLE ROCK, AR 72204

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34L0860001700 ADKINS ELSIE AARON 3521 W 11TH ST LITTLE ROCK, AR 72204

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34L0510004100 HOME FLORENCE CRITTENTON 3600 W 11TH ST LITTLE ROCK, AR 72204

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34L0860001300 REED PROPERTY GROUP 1 LLC 1381 NW BENEFIELD DR PORTLAND, OR 97229

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34L0870001800 PRUITT TONJA JO TRUST NUMBER ONE PO BOX 17944 NORTH LITTLE ROCK, AR 72117

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GRAVEL

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34L0880000300 2 RW'S FINANCIAL CORPORATION 19000 KANIS RD LITTLE ROCK, AR 72223

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34L0860000900 HOLMES SCHRILLE V 3524 W 10TH ST LITTLE ROCK, AR 72204

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34L0870001900 FREEMAN KENNETH W & LORI ANN 3600 W 10TH ST LITTLE ROCK, AR 72204

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MARYLAND AVE (ASPHALT)

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W 8TH STREET (ASPHALT)

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RETAINING WALLS

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34L0870001700 WILLIAMS GEO D 900 S VALENTINE ST LITTLE ROCK, AR 72204

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900

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3521

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34L0870000600 TAB HOMES LLC 10 PINNACLE POINT LITTLE ROCK, AR 72205

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3600

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3522

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34L0860000200 TREADWAY DORIS 3519 W 8TH ST LITTLE ROCK, AR 72204

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34L0860000300 DELANCEY BILLIE H & LILLIAN L 3522 W MARYLAND AVE LITTLE ROCK, AR 72204

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34L0860000800 WILLIAMS LUCILLE & ETAL 3521 W MARYLAND AVE LITTLE ROCK, AR 72204

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34L0860000500 JOHNSON ALMA LEE 515 W 16TH ST #LWR LITTLE ROCK, AR 72202

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34L0830003100 PALMER SAUL 1111 GERALD LN LITTLE ROCK, AR 72206

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34L0840001300 COLEMAN HAROLD AND BRENDA 3501 MARYLAND AVE LITTLE ROCK, AR 72204

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34L0840001400 COLLIER EMMA 3519 W MARYLAND AVE LITTLE ROCK, AR 72204

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34L0840001500 ARKANSAS UNITED INVESTMENT LLC PO BOX 1107 CONWAY, AR 72033

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34L0840001600 BARTON IRREVOCABLE TRUST 11360 BAINBRIDGE DR LITTLE ROCK, AR 72212

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34L0860000700 COLLIER RICKY L/MARGARET 3522 MARYLAND AVE, LITTLE ROCK, AR 72204

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34L0860000600 WYATT TRACEY 3517 W MARYLAND AVE, LITTLE ROCK, AR 72204

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34L0870000500 SCHLERETH FAMILY LLC 337 N RIDGE RD LITTLE ROCK, AR 72201

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ELECTRIC BOXES

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CONCRETE

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GRAVEL

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CONCRETE

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W 11TH ST (ASPHALT)

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W 11TH ST (ASPHALT)

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W 12TH ST (ASPHALT)

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RETAINING WALL

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ELECTRIC BOXES

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3524

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3521

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3600

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3522

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ACCESS RAMP TYPE-3 PW-51 (TYP.)

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TIE IN WITH EXISTING SIDEWALK

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NEW DRIVEWAY PW-30 (TYP.)

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STA 5+50 MATCH LINE

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NEW SIDEWALK PW-41 (TYP.)

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STA 1+25 BEGIN SIDEWALK TURN UP PW-44 (TYP.) TIE IN WITH EXISTING.

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SAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION. 8:1 ASPHALT TAPER FROM B.O.C. TO EXISTING ASPHALT.

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SAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION.

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STA 2+50 END SIDEWALK TURN UP PW-44 (TYP.)

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STA 1+16 BEGIN CONSTRUCTION SAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION.

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TIE IN WITH EXISTING CURB

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TIE IN WITH EXISTING CURB AND SIDEWALK

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NEW DRIVEWAY PW-32 (TYP.) MATCH EXISTING WIDTH.

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TAPER CURB FROM 6" TO 0" IN 5' AFTER RADIUS. ALL TIE INS.

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EXTEND WALK TO B.O.C.

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PROPOSED R.O.W.

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T.C.E.

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PROPOSED R.O.W.

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RELOCATE STOP SIGN

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R.O.W.

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R.O.W.

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R.O.W.

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R.O.W.

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R.O.W.

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GAS LINE ASSUMED DEPTH

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3" WATER LINE ASSUMED DEPTH

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C5

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0

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10

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20

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40

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60

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80

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STA 3+00 RT EXISTING FENCE TO REMAIN.

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STA 1+80 LT EXISTING TREES TO BE REMOVED.

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STA 4+00 RT EXISTING FENCE EXISTING POWER POLE TO REMAIN.

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STA 2+00 RT EXISTING FENCE TO REMAIN.

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STA 1+50 RT EXISTING POWER POLE TO REMAIN.

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PROPOSED

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EXISTING

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STA 2+70 LT EXISTING FENCE TO REMAIN. EXISTING POWER POLE. TO REMAIN.

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STA 1+19 LT INSTALL NEW JUNCTION BOX. PLUG EXISTING PIPES TO NEW JB.

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STA 3+40 RT REMOVE EXISTING CONCRETE.

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EXISTING GRADE

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FINISHED GRADE

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STA 2+63 LT REMOVE EXISTING CURB TO TIE IN WITH NEW CURB

398.

99

398.

74

397.

21

396.

94

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92

394.

65

392.

14

391.

89

388.

82

388.

57

385.

57

385.

32

382.

52

382.

27

379.

59

379.

34

377.

32

377.

14

375.

31

375.

19

373.

34

373.

06

371.

48

371.

21

370.

62

370.

35

369.

77

369.

53

369.

31

369.

07

368.

90

368.

69

368.

61

368.

36

367.

81

367.

58

366.

96

366.

72

366.

12

365.

87

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40

365.

15

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W 10TH ST (ASPHALT)

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W 10TH ST (ASPHALT)

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GRAVEL

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3600

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3523

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3524

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3600

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900

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3521

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15"

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ALLEY TURNOUT PW-35 (TYP.)

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REBUILD INLET TOP W/3' EXT

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STA 5+50 MATCH LINE

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RELOCATE FENCE TO R.O.W.

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EXTEND WALK TO B.O.C

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NEW DRIVEWAY PW-30 (TYP.) MATCH EXISTING WIDTH

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RELOCATE POWER POLE

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REMOVE HEADWALL AND PIPE

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RELOCATE POWER POLE

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SAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION. 8:1 ASPHALT TAPER FROM B.O.C. TO EXISTING ASPHALT.

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RELOCATE FENCE TO R.O.W

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TAPER CURB FROM 6" TO 0" IN 5' AFTER RADIUS. ALL TIE INS.

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GRADE DITCH TO ENSURE POSITIVE DRAINAGE TO FES

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RELOCATE FIRE HYDRANT

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MOVE FENCE TO R.O.W.

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GRADE DITCH TO ENSURE POSITIVE DRAINAGE TO FES

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PROTECT FENCE

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PROPOSED R.O.W.

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T.C.E.

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T.C.E.

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PROPOSED R.O.W.

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PROPOSED R.O.W.

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T.C.E.

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STA 10+50 MATCH LINE

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R.O.W.

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R.O.W.

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R.O.W.

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R.O.W.

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R.O.W.

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SIDEWALK TURN UP PW-44 (TYP.)

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18" FES

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18" FES

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2" GAS LINE ASSUMED DEPTH

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6" SANITARY SEWER LINE

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C6

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0

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10

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20

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40

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60

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80

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STA 9+35 LT EXISTING PIPE AND HEADWALL TO BE REMOVED.

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STA 7+50 RT TIE IN PROPOSED SIDEWALK WITH EXISTING SIDEWALK.

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STA 7+90 RT TIE IN PROPOSED SIDEWALK WITH EXISTING SIDEWALK.

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STA 9+12 RT RELOCATE EXISTING POWER POLE.

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STA 8+85 RT EXISTING FENCE. TO REMAIN.

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STA 7+63 RT EXISTING ARCH PIPE TO BE REMOVED. STOP SIGN RELOCATE.

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STA 10+50 RT EXISTING PIPE AND FES TO BE REMOVED.

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STA 7+63 RT EXISTING PIPE TO BE REMOVED

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STA 9+25 LT EXISTING PIPE TO BE REMOVED.

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STA 8+65 RT EXISTING PIPE TO BE REMOVED.

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PROPOSED

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EXISTING

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STA 9+35-10+00 LT SPECIAL SOD (ZOYSIA) ALL DISTURBED AREA

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EXISTING GRADE

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FINISHED GRADE

365.

68

365.

43

365.

40

365.

15

364.

92

364.

66

363.

84

363.

44

362.

12

361.

80

360.

53

360.

26

359.

81

359.

42

359.

09

358.

72

358.

90

358.

68

358.

80

358.

66

358.

87

358.

71

359.

00

358.

76

359.

06

358.

81

359.

57

359.

33

360.

39

360.

12

361.

67

361.

56

362.

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900

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3521

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3600

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3522

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3523

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3519

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18"

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15"

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15"

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15"

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ACCESS RAMP TYPE 3 PW-51 (TYP.)

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REBUILD INLET TOP W/3' EXT

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EXTEND WALK TO B.O.C

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RELOCATE POWER POLE

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RELOCATE FENCE TO R.O.W

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GRADE DITCH TO ENSURE POSITIVE DRAIN

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T.C.E.

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PROPOSED R.O.W.

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PROPOSED R.O.W.

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T.C.E.

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STA 10+50 MATCH LINE

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GRADE TO ENSURE POSITIVE DRAIN

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STA 14+13 SAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION.

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PROPOSED R.O.W.

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R.O.W.

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R.O.W.

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R.O.W.

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RELOCATE STOP SIGN

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36" FES

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36" FES

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FES-3B STA. 12+50 FL=356.83

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FES-2 STA. 12+48 FL=354.30

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C7

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0

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GRAPHIC SCALE

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10

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20

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40

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60

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80

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PROPOSED

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EXISTING

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STA 12+55 RT EXISTING WALL TO BE REMOVED. EXISTING 36" RCP PIPE TO BE REMOVED.

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STA 10+75 RT EXISTING POWER POLE AND STOP SIGN TO REMAIN.

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STA 12+55 LT EXISTING POWER POLE TO REMAIN.

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STA 11+20 LT EXISTING STOP SIGN TO RELOCATE.

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STA 14+31 LT EXISTING CMP TO BE REMOVED.

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EXISTING GRADE

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FINISHED GRADE

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12-02-2019

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900

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3521

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3600

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3522

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VALMAR ST (ASPHALT)

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VALMAR ST (ASPHALT)

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3501

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3503

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3513

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3515

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3517

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3519

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18"

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18"

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15"

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15"

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15"

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36"

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36"

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REPLACE EXISTING DRIVEWAY. MATCH EXISTING WIDTH.

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EXTEND WALK TO B.O.C.

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PIPE DEFLECTION R=90

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PROTECT EXISTING STORM PIPE

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REMOVE AND RECONSTRUCT SIDEWALK

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EXISTING CI-2

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PROPOSED R.O.W.

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TIE INTO EXISTING CI

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TIE INTO EXISTING JB

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R.O.W.

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R.O.W.

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R.O.W.

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C8

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0

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10

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40

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60

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80

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STA 18+00 RT PLUG IN NEW PIPE TO EXISTING JUNCTION BOX.

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STA 11+07 LT INSTALL NEW JUNCTION BOX. CONNECT NEW 18" RCP (ST-11) FROM SW.

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EXISTING GRADE MARYLAND STREET

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STA 17+10 - 17+44 RT EXISTING 6' WALL TO REMAIN.

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STA 11+07 RT INSTALL NEW CURB INLET. CONNECT NEW 18"X 29" ARCH FROM SW AND NEW 13"X 22" ARCH PIPE TO NORTH.

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EXISTING STORM DRAIN PIPE

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STA 15+26 - 18+03 RT EXISTING STORM DRAIN REMAIN.

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STA 15+23 LT EXISTING CI REMAIN. REPLACE EXISTING 15" PIPE WITH NEW 14"X 22" (ST-9) ARCH PIPE AT SOUTH. INSTALL NEW 18" (ST-11) TO NE JUNCTION BOX JB-2A.

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5' PROPOSED R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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EXISTING CURB AND SIDEWALK

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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8.3%

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2.0%

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2%

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DRIVEWAY LT

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DRIVEWAY RT

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DRIVEWAY RT

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5' PROPOSED R/W

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5' PROPOSED R/W

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5' PROPOSED R/W

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2%

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11.6%

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2%

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5' T.C.E.

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2%

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DRIVEWAY LT

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R/W

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R/W

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2.0%

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5' PROPOSED R/W

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5' T.C.E.

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R/W

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R/W

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8.3%

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R/W

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5' PROPOSED R/W

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2.0%

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R/W

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R/W

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2%

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2%

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2.0%

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2.0%

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2%

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2%

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R/W

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2%

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2%

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2%

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2%

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2%

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2%

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DRIVEWAY RT

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DRIVEWAY RT

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DRIVEWAY RT

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2.0%

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2.0%

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2.0%

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2.0%

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2.0%

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2.0%

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2.0%

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C9

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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R/W

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2.0%

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10' T.C.E.

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R/W

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DRIVEWAY-RT

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10' T.C.E.

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R/W

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R/W

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R/W

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5' T.C.E.

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R/W

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DRIVEWAY RT

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R/W

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R/W

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R/W

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R/W

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5' PROPOSED R.O.W.

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5' PROPOSED R.O.W.

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5' PROPOSED R.O.W.

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15.5%

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2%

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17.7%

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R/W

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10' T.C.E.

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ALLEY RT

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10' T.C.E.

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R/W

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5' PROPOSED R.O.W.

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DRIVEWAY-LT

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2%

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33.0%

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33.0%

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33%

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2%

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2%

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2%

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2%

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2%

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2.0%

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2.0%

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2.0%

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2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

C10

DE

PA

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ME

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LIT

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K, A

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S 72201

701 W

. M

AR

KH

AM

CIV

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IN

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K, A

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SA

S

SHEET NO.

SCALE

PROJECT NO.

DATE

DESIGNED

CHECKED

DRAWN BY

REVISIONS DATE

12-02-2019

ATV

NHC & VJW

VJW

01-17-ST-57

S V

AL

EN

TIN

E S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N

CR

OS

S S

EC

TIO

NS

- III

1"=10' HZ 1"=5' VT

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

T.C.E

AutoCAD SHX Text

R/W

AutoCAD SHX Text

ALLEY

AutoCAD SHX Text

DRIVEWAY LT

AutoCAD SHX Text

10' T.C.E.

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2%

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

DRIVEWAY LT

AutoCAD SHX Text

DRIVEWAY RT

AutoCAD SHX Text

5' T.C.E.

AutoCAD SHX Text

DRIVEWAY LT

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

5' T.C.E.

AutoCAD SHX Text

DRIVEWAY RT

AutoCAD SHX Text

DRIVEWAY RT

AutoCAD SHX Text

DRIVEWAY LT

AutoCAD SHX Text

DRIVEWAY RT

AutoCAD SHX Text

DRIVEWAY-LT

AutoCAD SHX Text

33%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

33.0%

AutoCAD SHX Text

33.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

10' T.C.E.

AutoCAD SHX Text

10' T.C.E.

AutoCAD SHX Text

33.0%

AutoCAD SHX Text

C11

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701 W

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SHEET NO.

SCALE

PROJECT NO.

DATE

DESIGNED

CHECKED

DRAWN BY

REVISIONS DATE

12-02-2019

ATV

NHC & VJW

VJW

01-17-ST-57

S V

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TIN

E S

TR

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T R

EC

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RU

CT

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EC

TIO

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- IV

1"=10' HZ 1"=5' VT

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

R/W

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

5' PROPOSED R.O.W.

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

2.0%

AutoCAD SHX Text

C12

DE

PA

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CIV

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SHEET NO.

SCALE

PROJECT NO.

DATE

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CHECKED

DRAWN BY

REVISIONS DATE

VA

LE

NT

IN

E S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N

12-02-2019

GPW

NHC

VJW

01-17-ST-57

1"=20' (22X34)

SU

RV

EY

C

ON

TR

OL

P

LA

N I

AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text


AutoCAD SHX Text

W 12TH ST (ASPHALT)

AutoCAD SHX Text

ELECTRIC BOXES

AutoCAD SHX Text


AutoCAD SHX Text

3524

AutoCAD SHX Text


AutoCAD SHX Text

3521

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text

3522

AutoCAD SHX Text


AutoCAD SHX Text

ELECTRIC BOXES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text

W 10TH ST (ASPHALT)

AutoCAD SHX Text

W 10TH ST (ASPHALT)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3521

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text

3522

AutoCAD SHX Text


AutoCAD SHX Text

3523

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3524

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text

ELECTRIC BOXES

AutoCAD SHX Text

0

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

60

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80

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C13

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0

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10

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20

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40

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60

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80

DE

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IN

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SHEET NO.

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PROJECT NO.

DATE

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DRAWN BY

REVISIONS DATE

VA

LE

NT

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TR

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T R

EC

ON

ST

RU

CT

IO

N

12-02-2019

GPW

NHC

VJW

01-17-ST-57

1"=20' (22X34)

SU

RV

EY

C

ON

TR

OL

P

LA

N II

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

RETAINING WALLS

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text


AutoCAD SHX Text

900

AutoCAD SHX Text

3521

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text

3522

AutoCAD SHX Text


AutoCAD SHX Text

3523

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C14

AutoCAD SHX Text

0

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

60

AutoCAD SHX Text

80

DE

PA

RT

ME

NT

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LIC

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LIT

TL

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K, A

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AN

SA

S 72201

701 W

. M

AR

KH

AM

CIV

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E

NG

IN

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RIN

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Y O

F L

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TL

E R

OC

K, A

RK

AN

SA

S

SHEET NO.

SCALE

PROJECT NO.

DATE

DESIGNED

CHECKED

DRAWN BY

REVISIONS DATE

12-02-2019

ATV

NHC & VJW

VJW

01-17-ST-57

1"=20' (22X34)

S V

AL

EN

TIN

E S

TR

EE

T R

EC

ON

ST

RU

CT

IO

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PH

AS

E 1 - E

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SIO

N C

ON

TR

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N I

AutoCAD SHX Text

ELECTRIC BOXES

AutoCAD SHX Text

ELECTRIC BOXES

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text


AutoCAD SHX Text

W 12TH ST (ASPHALT)

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

ELECTRIC BOXES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3524

AutoCAD SHX Text


AutoCAD SHX Text

3521

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text

3522

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

W 10TH ST (ASPHALT)

AutoCAD SHX Text

W 10TH ST (ASPHALT)

AutoCAD SHX Text


AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text


AutoCAD SHX Text

3523

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3524

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text


AutoCAD SHX Text

900

AutoCAD SHX Text

3521

AutoCAD SHX Text

18"

AutoCAD SHX Text

15"

AutoCAD SHX Text

15"

AutoCAD SHX Text

15"

AutoCAD SHX Text

15"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

C15

AutoCAD SHX Text

0

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

60

AutoCAD SHX Text

80

AutoCAD SHX Text

SD4 PHASE 1

AutoCAD SHX Text

SD1 PHASE 1

AutoCAD SHX Text

SD4 PHASE 1

AutoCAD SHX Text

SD4 PHASE 1

AutoCAD SHX Text

SD4 PHASE 1

AutoCAD SHX Text

PHASING LEGEND PHASE 1 (INITIAL STRIP AND DEMOLITION)

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

DE

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IN

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AN

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S

SHEET NO.

SCALE

PROJECT NO.

DATE

DESIGNED

CHECKED

DRAWN BY

REVISIONS DATE

ATV

NHC & VJW

VJW

1"=20' (22X34)

12-02-19

01-17-ST-57

S V

AL

EN

TIN

E S

TR

EE

T R

EC

ON

ST

RU

CT

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N

PH

AS

E 1 - E

RO

SIO

N C

ON

TR

OL

P

LA

N II

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

900

AutoCAD SHX Text

3521

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text

3522

AutoCAD SHX Text


AutoCAD SHX Text

3523

AutoCAD SHX Text


AutoCAD SHX Text

3503

AutoCAD SHX Text

3513

AutoCAD SHX Text

3515

AutoCAD SHX Text

3517

AutoCAD SHX Text

3519

AutoCAD SHX Text

18"

AutoCAD SHX Text

18"

AutoCAD SHX Text

15"

AutoCAD SHX Text

15"

AutoCAD SHX Text

15"

AutoCAD SHX Text

36"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C16

AutoCAD SHX Text

0

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

60

AutoCAD SHX Text

80

AutoCAD SHX Text

PHASING LEGEND PHASE 1 (INITIAL STRIP AND DEMOLITION)

AutoCAD SHX Text

SD4 PHASE 1

AutoCAD SHX Text

SD1 PHASE 1

AutoCAD SHX Text

SD4 PHASE 1

AutoCAD SHX Text

SD4 PHASE 1

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

RD PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

AutoCAD SHX Text

SF-A PHASE 1

DE

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K, A

RK

AN

SA

S

SHEET NO.

SCALE

PROJECT NO.

DATE

DESIGNED

CHECKED

DRAWN BY

REVISIONS DATE

ATV

NHC & VJW

VJW

1"=20' (22X34)

S V

AL

EN

TIN

E S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N

PH

AS

E 2 &

3 - E

RO

SIO

N C

ON

TR

OL

P

LA

N I

12-02-2019

01-17-ST-57

AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text

W 11TH ST (ASPHALT)

AutoCAD SHX Text


AutoCAD SHX Text

W 12TH ST (ASPHALT)

AutoCAD SHX Text

STA 5+50 MATCH LINE

AutoCAD SHX Text

W 10TH ST (ASPHALT)

AutoCAD SHX Text

W 10TH ST (ASPHALT)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

RELOCATE STOP SIGN

AutoCAD SHX Text

SD1 PHASE 2 SD4 PHASE 3

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

SF-A PHASE 2

AutoCAD SHX Text

C17

AutoCAD SHX Text

0

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

60

AutoCAD SHX Text

80

AutoCAD SHX Text

PHASING LEGEND PHASE 2 (NEW DRAINAGE AND BASE COURSE IN PLACE) PHASE 3 (PAVED, GRASS NOT YET ESTABLISHED)

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

AutoCAD SHX Text

SOD - PHASE 3

AutoCAD SHX Text

TS-3

DE

PA

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LIC

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OR

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LIT

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K, A

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AN

SA

S 72201

701 W

. M

AR

KH

AM

CIV

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E

NG

IN

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RIN

G

CIT

Y O

F L

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TL

E R

OC

K, A

RK

AN

SA

S

SHEET NO.

SCALE

PROJECT NO.

DATE

DESIGNED

CHECKED

DRAWN BY

REVISIONS DATE

ATV

NHC & VJW

VJW

1"=20' (22X34)

S V

AL

EN

TIN

E S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N

PH

AS

E 2 &

3 - E

RO

SIO

N C

ON

TR

OL

P

LA

N II

12-02-2019

01-17-ST-57

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

900

AutoCAD SHX Text

3521

AutoCAD SHX Text


AutoCAD SHX Text

3600

AutoCAD SHX Text

3522

AutoCAD SHX Text


AutoCAD SHX Text

3523

AutoCAD SHX Text


AutoCAD SHX Text

3503

AutoCAD SHX Text

3513

AutoCAD SHX Text

3515

AutoCAD SHX Text

3517

AutoCAD SHX Text

3519

AutoCAD SHX Text

18"

AutoCAD SHX Text

18"

AutoCAD SHX Text

15"

AutoCAD SHX Text

15"

AutoCAD SHX Text

15"

AutoCAD SHX Text

36"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C18

AutoCAD SHX Text

0

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GRAPHIC SCALE

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10

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20

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40

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60

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80

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SF-A PHASE 2

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SF-A PHASE 2

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SF-A PHASE 2

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SF-A PHASE 2

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SF-A PHASE 2

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SF-A PHASE 2

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RD PHASE 2

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SF-A PHASE 2

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PHASING LEGEND PHASE 2 (NEW DRAINAGE AND BASE COURSE IN PLACE) PHASE 3 (PAVED, GRASS NOT YET ESTABLISHED)

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SOD - PHASE 3

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TS-3

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SOD - PHASE 3

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TS-3

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SOD - PHASE 3

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TS-3

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SHEET NO.

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PROJECT NO.

N.T.S.

11-11-2019

DATE

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(48" X 48")

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W20-1

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C19

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MAINTENANCE OF TRAFFIC NOTES: 1. WITHIN CONSTRUCTION LIMITS CONTRACTOR SHALL: 2. MAINTAIN CONTINUOUS VEHICULAR ACCESS TO ALL RESIDENCES. 3. PROVIDE, INSTALL, AND MAINTAIN (INCLUDING RELOCATION AS NEEDED) ALL TRAFFIC CONTROL DEVICES.

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(36" X 18")

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G20-2

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(48" X 48")

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W20-1

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(36" X 18")

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G20-2

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G20-2

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W20-1

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(36" X 18")

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G20-2

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END ROAD WORK

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END ROAD WORK

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ROAD WORK AHEAD

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END ROAD WORK

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END ROAD WORK

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ROAD WORK AHEAD

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(48" X 48")

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W20-1

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(36" X 18")

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G20-2

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W20-1

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G20-2

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ROAD WORK AHEAD

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END ROAD WORK

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END ROAD WORK

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W20-1

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G20-2

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W20-1

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G20-2

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END ROAD WORK

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END ROAD WORK

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W20-1

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G20-2

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G20-2

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END ROAD WORK

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W20-1

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(36" X 18")

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G20-2

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END ROAD WORK

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W20-1

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(36" X 18")

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G20-2

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END ROAD WORK

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W20-1

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(36" X 18")

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G20-2

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END ROAD WORK

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(48" X 48")

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W20-1

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ROAD WORK AHEAD

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(48" X 48")

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W20-1

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(36" X 18")

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G20-2

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END ROAD WORK

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ROAD WORK AHEAD

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