CLR PROJECT # 3-15-DR-116 filedepartment of public works civil engineering701 w. markham little rock, arkansas 72201 city of little rock, arkansas sheet no. scale project no. date

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2019-2021BOND PROGRAM

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CLR PROJECT # 3-15-DR-116POLK STREET RECONSTRUCTION

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CLR # 3-15-DR-116

G STREET TO H STREET

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G STREET

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N POLK STREET

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PROJECT LOCATION

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PROJECT LOCATION - WARD 3

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

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DEVELOPMENT CONSULTANTS INC.

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2200 NORTH RODNEY PARHAM RD., SUITE 220 LITTLE ROCK, AR 72212-4155 PH. 501-221-7880

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DEVELOPMENT

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INC.

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CONSULTANTS

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No.128

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N POLK STREET

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G STREET

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FRANCIS A ALLEN SCHOOL 824 N TYLER ST LITTLE ROCK AR 72205

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OXFORD PAULA K 819 N TYLER ST LITTLE ROCK AR 72205

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PRESIDENTIAL PROPERTIES 1817 815 N POLK ST LITTLE ROCK AR 72205

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DE ALMEIDA MARIA JOSE SCHULLER 801 N POLK ST LITTLE ROCK AR 72205

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GROUNDS KENNETH BRADLEY 811 N POLK ST LITTLE ROCK AR 72205

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BLACK-OCKEN ALISHA/ROBERT J 824 N POLK ST LITTLE ROCK AR 72205

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VERCH KEVIN/TONI M 800 N POLK ST LITTLE ROCK AR 72205

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CANGE W CRAIG 808 N POLK ST LITTLE ROCK AR 72205

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COCKRILL REV LIVING TRUST 11 RIVERBEND RD LITTLE ROCK AR 72202

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GARNER B LLC 1209 N POLK ST LITTLE ROCK AR 72205

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WILSON CHRISTOPHER N 818 N POLK ST LITTLE ROCK AR 72205

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N1° 45 18.05"E

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348.34

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EX. 12" RCP FLOWLINE=411.68

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EX 150 LF OF 12" RCP @ 6.07%

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EX. DRAIN INLET RIM = 414.79 12" FL = 413.03

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FL=413.57

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FL=413.41

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FL=412.37

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FL=405.09

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CONTROL POINT -1

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CONTROL POINT -2 (NAIL)

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POINT NAME

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154854.70

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1211824.39

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413.16

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NORTHING

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EASTING

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ELEVATION

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155243.86

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1211873.26

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422.35

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NAIL

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TYPE

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NAIL

TYPICAL SECTION - N POLK ST

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TRAVEL LANE

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TRAVEL LANE

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CURB & GUTTER CLASS 3

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PROFILE GRADE

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CURB & GUTTER CLASS 3

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7" CLASS 7 AGGREGATE BASE COURSE @ 100% MODIFIED PROCTOR DENSITY

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EXISTING GROUND

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3:1 MAX

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SOD DISTURBED AREAS

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EXISTING

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25' ROW

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R.O.W.

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3" ACHM SURFACE COURSE

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11'

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11'

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2.0'

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2.0'

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25' ROW

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SOD DISTURBED AREA

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2% SLOPE

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5' SIDEWALK

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12.0'

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R.O.W.

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EXISTING

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7'

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EXISTING GROUND

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24" COMPACTED SELECT FILL WITH A MINIMUM CBR VALUE OF 3.

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5.0'

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C3

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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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EDGE OF WOODS

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FENCE

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OVERHEAD ELECTRIC

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CURB

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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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EVERGREEN/CONIFEROUS TREE

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DECIDUOUS TREE

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4"G

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8"SS

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8"W

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PROPOSED CONTOUR

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STORM SEWER - PIPE

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HP

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LOW POINT

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LP

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GRADE BREAK LINE

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%%U25.50

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25.00

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25.00

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25

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SANITARY SEWER PIPE

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SAN

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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 - SINGLE WING

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STORM SEWER - DOUBLE WING

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OVERHEAD CABLE

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UNDERGROUND CABLE

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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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DN

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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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SU

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SILT FENCE - TYPE A

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STORM DRAIN OUTLET PROTECTION

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DISTURBED AREA STABILIZATION -TEMPORARY STABILIZATION

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DISTURBED AREA STABILIZATION -TEMPORARY GRASSING

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Mb

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MATTING/BLANKETS

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SEDIMENT BARRIER - SILT FENCE

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SEDIMENT BARRIER - GRAVEL RING

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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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EXISTING

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N POLK STREET

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EX 150 LF OF 12" RCP @ 6.07%

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FL=413.57

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FL=413.41

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FL=412.37

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FL=402.64

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REMOVE TREE

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REMOVE TREE

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REMOVE TREE

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REMOVE TREE

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REMOVE TREE

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REMOVE TREE

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REMOVE EXISTING CURB

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SAWCUT ASPHALT

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SAWCUT ASPHALT

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REMOVE CONCRETE WALK

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REMOVE CONCRETE WALK AND STAIRS

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REMOVE EXISTING PIPE

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EXISTING DRIVE TO REMAIN

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REMOVE ASPHALT

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TREES TO REMAIN

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SAWCUT PATIO

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C4

EXISTING DRIVETO REMAIN

10' DRIVEWAY(PW - 32)

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12.5' DRIVEWAY( PW- 30)

15' DRIVEWAY(PW-30)

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12"

6" TYP

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N POLK STREET

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0+00

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0+50

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1+50

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3+34.99

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2+00

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2+50

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N1° 45 18.05"E

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348.34

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EX 150 LF OF 12" RCP @ 6.07%

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CI-1

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CI-2

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414.75

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414.75

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MATCH EXISTING

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MATCH EXISTING

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EX. 10'X4' BOX CULVERT FLOWLINE=391.60

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POWELL RICKY/SHARON 17498 OAK FOREST DR MABELVALE AR 72103

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POWELL RICKY D & SHARON 17498 OAK FOREST DR MABELVALE AR 72103

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BIGGS JUDITH KAYE 5521 H ST LITTLE ROCK AR 72205

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FL=413.57

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FL=412.37

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ACCESS RAMP TYPE 1 (PW-49)

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TW-418.10

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TW-418.07

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TW-418.05

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TW-418.05

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TW-417.90

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TW-420.10

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TW-420.90

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TW-420.90

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TW-419.70

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TURNUP WALL (PW-44)

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EXISTING RAMP TO REMAIN

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12'X25' TCE

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15'X34' TCE

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3+48.34

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PAVING LIMIT

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PAVING LIMIT

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GRADE TO DRAIN IN FLARED END SECTION

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TIE IN ST-5 TO EXISTING BOX CULVERT

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GRADE TO DRAIN IN AREA INLET

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CONNECT WALK TO THE BACK OF CURB

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CONNECT EXISTING 12" PIPE TO SPECIAL INLET CI-2 WITH WEIR. SEE DETAIL SP-2

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417.30

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TAPER CURB TO MATCH EXISTING G STREET EOP. POLK ST. STA. (RT) 0+13.34 - 0+8.93

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TAPER CURB TO MATCH EXISTING G STREET EOP. POLK ST. STA. (LT) 0+13.34 - 0+8.97

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#3'S @ 10" O.C. EA. WAY

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COMPACTED EARTH

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(2)#4 CONT.

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EXPANSION

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JOINT

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EXPANSION JOINT

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#4 DOWEL @1' O.C.

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4" THICK SIDEWALK

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EXISTING 12" RCP FL: 411.50

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ST-2 FL: 411.5

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WEIR FL: 413.50

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#6' @ 10" O.C. EA. WAY

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RIM ELE: 415.25

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SP-2: CI-2 WITH WEIR WALL DETAIL

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SEE PW-9 FOR THROAT OPENING DETAILS

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6" CLEARANCE FROM OUTSIDE OF PIPE TO INSIDE OF BOX

EXISTING DRIVETO REMAIN

10' DRIVEWAY(PW - 32)

10' DRIVEWAY(PW-32)

12.5' DRIVEWAY( PW- 30)

15' DRIVEWAY(PW-30)

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N POLK STREET

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G STREET

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3+34.99

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N1° 45 18.05"E

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348.34

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EX 150 LF OF 12" RCP @ 6.07%

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CI-1

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EX. SANITARY MANHOLE RIM = 414.91 6"(N)=409.76 6"(E)=409.60 6"(W)=409.55

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12'X25' TCE

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6" SANITARY SEWER

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FL(W)=409.55 FL(N)=409.76 FL(E)=409.60

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CI-1 N 155052.5327 E 1211866.0707 STA 1+81.31 RIM ELEVATION: 415.25 2@3' WING ST-1 FL: 412.00

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CI-2 N 155052.2406 E 1211835.6743 STA 1+79.40 RIM ELEVATION: 415.25 2@3' WING ST-1 FL: 411.60 ST-2 FL: 411.50

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CI-3 N 154890.1040 E 1211830.4187 STA 0+17.99 RIM ELEVATION: 417.00 1@3' WING ST-2 FL: 409.64 ST-3 FL: 409.54 ST-6 FL: 409.64

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CI-4 N 154890.1040 E 1211860.9853 STA 0+22.97 RIM ELEVATION: 417.50 1@3' WING ST-6 FL: 410.66 ST-7 FL: 410.76

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ST-2 156 L.F. 18" SIDE DRAIN @ 1.19%

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417.62

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418.59

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418.13

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417.59

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416.37

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415.28

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414.47

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415.13

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415.70

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416.66

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417.69

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418.62

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419.47

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417.60

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518.50

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418.30

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417.10

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414.41

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ST-7 16 L.F. 18" RCP SIDE DRAIN @ 17.13%

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ST-6 32 L.F. 18" CROSS DRAIN @ 3.19%

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WATERLINE (ASSUMED DEPTH)

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EX. SANITARY MANHOLE RIM = 414.91 6"(N)=409.76 6"(E)=409.60 6"(W)=409.55

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EXISTING 10'X4' CULVERT N 154900.6041 E 1211540.0129 FL: 392.28 STA 0+00 ST -4 FL: 392.78

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CI-1 N 155052.5327 E 1211866.0707 STA 4+82.31 (STA 1+73.71 RT N POLK ST) RIM ELEVATION: 415.25 2@3' WING ST-1 FL: 412.00

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CI-2 N 155052.2406 E 1211835.6743 STA 1+50.03 (STA 1+71.42 LT N POLK ST) RIM ELEVATION: 415.25 2@3' WING ST-1 FL: 411.60 ST-2 FL: 411.50

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ST-1 26 L.F. 18" CROSS DRAIN @ 1.54%

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CI-3 N 154890.1040 E 1211830.4187 STA 2+90.62 (STA 0+17.40 LT N POLK ST) RIM ELEVATION: 417.00 1@3' WING ST-2 FL: 409.64 ST-3 FL: 409.54 ST-6 FL: 409.64

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JB-1 N 154892.0087 E 1211732.9057 STA 1+93.41 RIM ELEVATION: 401.00 ST-3 FL: 396.60 ST-4 FL: 396.50

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ST-2 156 L.F. 18" SIDE DRAIN @ 1.19%

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ST-3 91 L.F. 18" SIDE DRAIN @ 14.21%

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ST-4 96 L.F. 18" SIDE DRAIN @ 1.93%

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EXISTING PROFILE

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ST-5 91 L.F. 18" SIDE DRAIN @ 1.95%

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AI-1 N 154893.6077 E 1211631.7473 STA 0+93.10 RIM ELEVATION: 398.00 ST-4 FL: 394.65 ST-5 FL: 394.55

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6" SANITARY SEWER (ASSUMED DEPTH)

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CLR # 3-15-DR-116

BK

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N1° 45 18.05"E

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348.34

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EX 150 LF OF 12" RCP @ 6.07%

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FL=412.37

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FL=402.65

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FL=402.64

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FL=405.09

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CLR # 3-15-DR-116

BK

05/03/2019

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348.34

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EX 150 LF OF 12" RCP @ 6.07%

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CI-1

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CLR # 3-15-DR-116

BK

05/03/2019

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FL=412.37

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FL=402.65

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FL=402.64

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FL=405.09

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15' DR

IVE

WA

Y(P

W-30)

12.5' DR

IVE

WA

Y( P

W- 30)

10' D

RIV

EW

AY

(PW

- 32

)

10' D

RIV

EW

AY

(PW

-32)

ST-1D

DE

PA

RT

ME

NT

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F P

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LIC

W

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LIT

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K, A

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SA

S 72201

701 W

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IN

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LK

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CT

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CLR # 3-15-DR-116

HORIZONTAL 1:10

HORIZONTAL 1:5

BK

05/03/2019

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415

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2+00

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0+31.62

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413

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414

AutoCAD SHX Text

415.43

AutoCAD SHX Text

414.05

AutoCAD SHX Text

415.81

AutoCAD SHX Text

415.04

AutoCAD SHX Text


AutoCAD SHX Text

1.5" LIP AT FACE OF CURB

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

-2%

AutoCAD SHX Text

-16.00%

AutoCAD SHX Text

-8%

AutoCAD SHX Text

+7%

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+40

AutoCAD SHX Text

STA=0+00

AutoCAD SHX Text

ELEV=415.50

AutoCAD SHX Text

STA=0+12.5

AutoCAD SHX Text

ELEV=415.37

AutoCAD SHX Text

STA=0+18.00

AutoCAD SHX Text

ELEV=415.75

AutoCAD SHX Text

STA=0+24.00

AutoCAD SHX Text

ELEV=415.27

AutoCAD SHX Text

STA=31.62

AutoCAD SHX Text

ELEV=414.05

AutoCAD SHX Text

W

AutoCAD SHX Text

418

AutoCAD SHX Text

N POLK STREET

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CONCRETE WALK

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15'X34' TCE

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+34

AutoCAD SHX Text

1+00

AutoCAD SHX Text

416

AutoCAD SHX Text

417

AutoCAD SHX Text

418.12

AutoCAD SHX Text

418.54

AutoCAD SHX Text

418.06

AutoCAD SHX Text

416.23

AutoCAD SHX Text

417.64

AutoCAD SHX Text

416.13

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

430

AutoCAD SHX Text

410

AutoCAD SHX Text

415

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420

AutoCAD SHX Text

425

AutoCAD SHX Text

430

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+40

AutoCAD SHX Text

-2%

AutoCAD SHX Text

-16.00%

AutoCAD SHX Text

-8%

AutoCAD SHX Text

+7%

AutoCAD SHX Text


AutoCAD SHX Text

STA=0+00

AutoCAD SHX Text

ELEV=418.10

AutoCAD SHX Text

STA=0+12.5

AutoCAD SHX Text

ELEV=417.975

AutoCAD SHX Text

STA=0+18.00

AutoCAD SHX Text

ELEV=418.36

AutoCAD SHX Text

STA=0+24.00

AutoCAD SHX Text

ELEV=417.88

AutoCAD SHX Text

STA=34.00

AutoCAD SHX Text

ELEV=416.28

AutoCAD SHX Text

416

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2+00

AutoCAD SHX Text


AutoCAD SHX Text

TURNUP WALL (PW-44)

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+25.00

AutoCAD SHX Text

415.31

AutoCAD SHX Text

415.98

AutoCAD SHX Text

415.55

AutoCAD SHX Text

415.90

AutoCAD SHX Text

STAIRS (SP-1)

AutoCAD SHX Text

-2%

AutoCAD SHX Text

+2%

AutoCAD SHX Text

+5.8%

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

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425

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

STA=0+25.00

AutoCAD SHX Text

ELEV=415.84

AutoCAD SHX Text

STA=0+17.50

AutoCAD SHX Text

ELEV=415.40

AutoCAD SHX Text

STA=0+12.50

AutoCAD SHX Text

ELEV=415.30

AutoCAD SHX Text

STA=0+00

AutoCAD SHX Text

ELEV=415.43

AutoCAD SHX Text


AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+40

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

-2%

AutoCAD SHX Text

+2%

AutoCAD SHX Text

+7.07%

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+40

AutoCAD SHX Text


AutoCAD SHX Text

STA =0+25.00

AutoCAD SHX Text

ELEV=415.57

AutoCAD SHX Text

STA=0+17.50

AutoCAD SHX Text

ELEV=415.04

AutoCAD SHX Text

STA=0+12.50

AutoCAD SHX Text

ELEV=414.94

AutoCAD SHX Text

STA=0+00

AutoCAD SHX Text

ELEV=415.43

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

415

AutoCAD SHX Text

415

AutoCAD SHX Text


AutoCAD SHX Text

1+50

AutoCAD SHX Text

CI-1

AutoCAD SHX Text


AutoCAD SHX Text

FL=413.57

AutoCAD SHX Text

FL=412.37

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+25.00

AutoCAD SHX Text

415.10

AutoCAD SHX Text

415.87

AutoCAD SHX Text

415.44

AutoCAD SHX Text

415.01

AutoCAD SHX Text

O

AutoCAD SHX Text

O

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Y

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C

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C

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I

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I

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K

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K

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C

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T

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T

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I

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C11

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GRAPHIC SCALE

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5

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10

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20

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30

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40

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POLK ST STA 2+17.82

AutoCAD SHX Text

POLK ST STA 0+76.24

AutoCAD SHX Text

POLK ST STA 2+15.35

AutoCAD SHX Text

POLK ST STA 1+65.83

16.75' DRIVEWAY (PW- 30) 10' DRIVEWAY

(PW- 30)

D

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CLR # 3-15-DR-116

HORIZONTAL 1:10

HORIZONTAL 1:5

BK

05/03/2019

AutoCAD SHX Text


AutoCAD SHX Text

402

AutoCAD SHX Text

403

AutoCAD SHX Text

404

AutoCAD SHX Text

405

AutoCAD SHX Text

406

AutoCAD SHX Text

407.15

AutoCAD SHX Text

407.00

AutoCAD SHX Text

405.35

AutoCAD SHX Text

405.55

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

+23.17%

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+40

AutoCAD SHX Text

STA =0+24.91 (ROW LINE)

AutoCAD SHX Text

ELEV=407.05

AutoCAD SHX Text

STA=0+9.27 (EXISTING EOP)

AutoCAD SHX Text

ELEV=403.43

AutoCAD SHX Text

STA=0+00 (CENTERLINE-G ST)

AutoCAD SHX Text

ELEV=403.41

AutoCAD SHX Text

395

AutoCAD SHX Text

400

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

395

AutoCAD SHX Text

400

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

AI-1

AutoCAD SHX Text

398.33

AutoCAD SHX Text

398.33

AutoCAD SHX Text

398.14

AutoCAD SHX Text

398.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

398

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

397.95

AutoCAD SHX Text

397.95

AutoCAD SHX Text

397.85

AutoCAD SHX Text

397.85

AutoCAD SHX Text

+3.74%

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+40

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

395

AutoCAD SHX Text

400

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

395

AutoCAD SHX Text

400

AutoCAD SHX Text


AutoCAD SHX Text

ELEV=396.80

AutoCAD SHX Text


AutoCAD SHX Text

ELEV=397.83

AutoCAD SHX Text


AutoCAD SHX Text

ELEV=398.43

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

405

AutoCAD SHX Text

410

AutoCAD SHX Text

+2.01%

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+40

AutoCAD SHX Text

400

AutoCAD SHX Text

390

AutoCAD SHX Text

395

AutoCAD SHX Text

400

AutoCAD SHX Text

390

AutoCAD SHX Text

395

AutoCAD SHX Text


AutoCAD SHX Text

ELEV=397.60

AutoCAD SHX Text


AutoCAD SHX Text

ELEV=397.71

AutoCAD SHX Text


AutoCAD SHX Text

ELEV=398.05

AutoCAD SHX Text

O

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Y

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C

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T

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C12

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GRAPHIC SCALE

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5

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DRIVE IS ON G STREET

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CLR # 3-15-DR-116

HORIZONTAL 1:5

BK

05/03/2019

AutoCAD SHX Text

-0+30

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0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:0 CYD

AutoCAD SHX Text

FILL VOL:0 CYD

AutoCAD SHX Text

STA 0+00(EXISTING)

AutoCAD SHX Text

STA. = 0+00 ELEV = 416.41

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:0 CYD

AutoCAD SHX Text

FILL VOL:0 CYD

AutoCAD SHX Text

STA 0+6.74

AutoCAD SHX Text

GRADE BREAK OFFSET = -0+20 ELEV = 414.50

AutoCAD SHX Text

MATCH STA. = 0+0 ELEV = 416.76

AutoCAD SHX Text

GRADE BREAK OFFSET = 0+16.62 ELEV = 417.65

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:13.09 CYD

AutoCAD SHX Text

FILL VOL:04.88 CYD

AutoCAD SHX Text

STA 0+50

AutoCAD SHX Text


AutoCAD SHX Text

GRADE BREAK OFFSET = 0+00 ELEV = 418.57

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text


AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

GRADE BREAK OFFSET = -0+16.00 ELEV = 418.78

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:03.82 CYD

AutoCAD SHX Text

FILL VOL:00.92 CYD

AutoCAD SHX Text

STA 0+55.58

AutoCAD SHX Text

MATCH STA. = 0+00 ELEV = 416.81

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

MATCH STA. = 0+25.00 ELEV = 420.92

AutoCAD SHX Text

MATCH STA. = -0+20.00 ELEV = 417.80

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:22.17 CYD

AutoCAD SHX Text

FILL VOL:03.69 CYD

AutoCAD SHX Text

STA 1+00

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text


AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text


AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:28.41 CYD

AutoCAD SHX Text

FILL VOL:03.29 CYD

AutoCAD SHX Text

STA 1+25.12

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text


AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text


AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:15.84 CYD

AutoCAD SHX Text

FILL VOL:04.10 CYD

AutoCAD SHX Text

STA 1+50

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text


AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text


AutoCAD SHX Text

405

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

CUT VOL:15.84 CYD

AutoCAD SHX Text

FILL VOL:03.46 CYD

AutoCAD SHX Text

MATCH STA. = 0+00 ELEV = 418.27

AutoCAD SHX Text

MATCH STA. = 0+18.00 ELEV = 420.49

AutoCAD SHX Text


AutoCAD SHX Text

STA 0+76.24

AutoCAD SHX Text


AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

STA. = -0+24.00 ELEV = 417.88

AutoCAD SHX Text

O

AutoCAD SHX Text

O

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T

AutoCAD SHX Text

Y

AutoCAD SHX Text

W

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C

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C

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I

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K

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K

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C

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T

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T

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I

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C13

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AutoCAD SHX Text

GRAPHIC SCALE

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5

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CLR # 3-15-DR-116

HORIZONTAL 1:5

BK

05/03/2019

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:24.80 CYD

AutoCAD SHX Text

FILL VOL:14.47 CYD

AutoCAD SHX Text

STA 2+00

AutoCAD SHX Text

MATCH STA. = 0+00 ELEV = 415.14

AutoCAD SHX Text

MATCH STA. = 0+25.00 ELEV = 416.05

AutoCAD SHX Text

MATCH STA. = -0+20.00 ELEV = 413.98

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:22.14 CYD

AutoCAD SHX Text

FILL VOL:11.23 CYD

AutoCAD SHX Text

STA 2+36.35

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text


AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text


AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:07.49 CYD

AutoCAD SHX Text

FILL VOL:03.75 CYD

AutoCAD SHX Text

STA 2+50

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text


AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text


AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:24.44 CYD

AutoCAD SHX Text

FILL VOL:14.57 CYD

AutoCAD SHX Text

STA 3+00

AutoCAD SHX Text

MATCH STA. = 0+00 ELEV = 418.53

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

MATCH STA. = 0+15.32 ELEV = 419.00

AutoCAD SHX Text

MATCH STA. = -0+16.00 ELEV = 418.76

AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:13.84 CYD

AutoCAD SHX Text

FILL VOL:04.87 CYD

AutoCAD SHX Text

STA 3+35

AutoCAD SHX Text

MATCH STA. = 0+00 ELEV = 419.86

AutoCAD SHX Text


AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text


AutoCAD SHX Text

-0+30

AutoCAD SHX Text

0+00

AutoCAD SHX Text

0+30

AutoCAD SHX Text

CUT VOL:0 CYD

AutoCAD SHX Text

FILL VOL:0 CYD

AutoCAD SHX Text

STA 3+48.34 (EXISTING)

AutoCAD SHX Text

STA. = 0+00 ELEV = 420.52

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

425

AutoCAD SHX Text

410

AutoCAD SHX Text

415

AutoCAD SHX Text

420

AutoCAD SHX Text

405

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

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ROW

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AutoCAD SHX Text


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O

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C

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GRAPHIC SCALE

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5

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C14

Documents

CLR PROJECT # 3-15-DR-116 filedepartment of public works civil engineering701 w. markham little rock, arkansas 72201 city of little rock, arkansas sheet no. scale project no. date