clr project #1-17-dr-53 martin luther king jr. drive ...€¦ · martin luther king, jr. drive -...

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1-17-DR-53

REVISIONS DATE

CLR PROJECT #1-17-DR-53MARTIN LUTHER KING JR. DRIVE

DRAINAGE IMPROVEMENTSLITTLE ROCK, ARKANSAS

2019-2021BOND PROGRAM

13000 CANTRELL ROAD

LITTLE ROCK, AR 72223

PHONE 501-975-8100

WWW.ECCI.COM

PRELIMINARY- 60% SUBMITTAL

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UNIVERSITY

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I-630

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HUGHES

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MARKHAM

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McADOO

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H STREET

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EVERGREEN

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MISSISSIPPI

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PROJECT LOCATION

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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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M.L.K. JR. DRIVE

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W. 24TH STREET

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W. CHARLES BUSSEY AVENUE

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7" CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY

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R-O-W

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CLASS 3 CURB & GUTTER

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EXISTING ASPHALT WEARING SURFACE

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PROFILE GRADE

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EDGE OF PAVEMENTPAVEMENT

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FULL DEPTH SAW CUT

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2%

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2%

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SODDING

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SOLID

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2'

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2'

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MIN

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4"x5'-0 CONCRETE SIDEWALK 1% MIN SLOPE

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C-BALLAST " MIN. 14" MIN. TO 1 " MAX.12" MAX.

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FILTER FABRIC ENCASEMENT MIRAFI 140N OR EQUAL

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32'-0" PAVEMENT

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4" PERFORATED PVC PIPE DRAIN TO INLETS

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2' MIN

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2'

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60' R-O-W

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4"

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TYPICAL SECTION

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NTS

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3:1 MAX MATCH TO EXISTING SLOPE

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CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY

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6" MIN

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CLASS 3 C&G

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C2

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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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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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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 METER

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GUARD POST (BOLLARD)

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CONC. MONUMENT

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DECIDUOUS TREE

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PK

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CM

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GM

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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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GRADE BREAK LINE

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SPOT CURB ELEVATION

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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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PROPOSED

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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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STORM SEWER - INLET WITH DOUBLE EXTENSION

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STORM SEWER - AREA INLET

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CUT LINE

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FILL LINE

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CURB

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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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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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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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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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07-09-19

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DRAWN BY

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CLR #1-17-DR-53

REVISIONS DATE


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MARTIN LUTHER KING, JR. DRIVE - 60' R/W

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10J014

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W 23RD STREET - 60' R/W

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W 24TH STREET - 60' R/W

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UNITED CHRISTIAN FELLOWSHIP C/O MARY ANN HALL 6512 STERLING DRIVE LITTLE ROCK, AR 72204

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HARRIETTA A BRADLEY HARRIS 2 CREEKWOOD CT LITTLE ROCK, AR 72223

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ENTROPY SYSTEMS INC. C/O IMRAN BOHRA 2912 RESERVOIR RD LITTLE ROCK, AR 72227

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24"X24" RCP

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48" RCP

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18" RCP

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8" DIP

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15" RCP

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8" DIP

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15" RCP

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15" RCP

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8" DIP

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15" RCP

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8" DIP

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8" DIP

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4" DIP

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REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK SEE DETAIL PW-41

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CONC ALLEY

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CONSTRUCT NEW ALLEY SEE DETAIL PW-35

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SSMH TOP=289.05' FL IN=285.95' FL OUT=284.3'

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SSMH TOP=288.11' FL IN=279.91' FL IN=280.46' FL OUT=279.81'

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EXISTING CONC. WALL

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EXISTING FENCE

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REMOVE & REPLACE EXISTING CURB

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MATCH LINE

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MATCH LINE

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PW-51

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NEW CURB & GUTTER PW-29

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PW-51

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TIE-INTO EXISTING STORM DRAIN AND RECONSTRUCT NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)

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STA 0+00 BEGIN PROJECT

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STA 5+08.20 11.62' L TAPER CURB & GUTTER

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STA 3+37.38 111.43' R

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SSMH 10J151 TOP=288.07' FL IN=278.57' FL IN=277.27' FL IN=277.57' FL OUT=276.81'

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SCHLERETH FAMILY, LLC LITTLE ROCK, AR 72201

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6" PVC

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PW-42

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COMMENCE INSTALLATION OF FRENCH DRAIN

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STA 0+10.68 BEND IN SUBDRAIN

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STA 4+92.66 END SUBDRAIN

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TIE-INTO EXISTING STORM DRAIN AND RECONSTRUCT NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)

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SSMH 10J130 TOP=289.58' FL IN=283.38' FL IN=285.28' FL OUT=283.18'

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STA 5+20.09 BEGIN SUBDRAIN

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PW-51

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PW-51

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CLR #1-17-DR-53


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GV

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W 21ST STREET - 60' R/W

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W 22ND STREET - 60' R/W

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SCOTT M CALDARERA 1503 W 21ST STREET

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TBC GLOBAL INVESTMENTS LLC PO BOX 30036 MESA, AZ 85275

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MORRIS H HORTON 1501 W 22ND STREET

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12" PVC

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8" DIP

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8" DIP

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4" DIP

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15" RCP

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8" DIP

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15" RCP

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8" DIP

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8" DIP

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15" RCP

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CONC ALLEY

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CONC DRIVE

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SSMH TOP=292.96' FL IN=288.76' FL OUT=288.51'

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FH

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EXISTING CONC. WALL

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EXISTING CONC. WALL

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MATCH LINE

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MATCH LINE

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EXISTING FENCE

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CONC DRIVE

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STA 10+90.74 END PROJECT

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TCE-1

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SCHLERETH FAMILY, LLC LITTLE ROCK, AR 72201

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INSTALL NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)

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SSMH TOP=295.17'

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TIE-IN TO EXISTING CURB INLET

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STA 6+14.35 110.33' R TIE INTO EXISTING CONCRETE DITCH WALL

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SSMH 10J130 TOP=289.58' FL IN=283.38' FL IN=285.28' FL OUT=283.18'

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STA 5+20.09 BEGIN SUBDRAIN

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STA 10+19.91 END SUBDRAIN

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STA 10+55.21 9.84' L TIE INTO EXISTING SIDEWALK

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CONVERT EX GRATE INLET TO JUNCTION BOX

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REVISIONS DATE


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10'

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1%

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7%

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7%

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5' SIDEWALK (TYP.)

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5' SIDEWALK

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10%

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10%

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DRIVEWAY 1 STA 6+00±

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20" CEDAR

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2%

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2%

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PW-31

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13'

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4%

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8%

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8%

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5' SIDEWALK (TYP.)

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12%

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12%

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DRIVEWAY 2 STA 9+00±

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2- 8" HACKBERRY

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2%

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2%

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CONC. ALLEY

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CONC. WALL

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C5

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60'

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1-17-DR-53

REVISIONS DATE


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1-17-DR-53

REVISIONS DATE


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UNITED CHRISTIAN FELLOWSHIP C/O MARY ANN HALL 6512 STERLING DRIVE LITTLE ROCK, AR 72204

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HARRIETTA A BRADLEY HARRIS 2 CREEKWOOD CT LITTLE ROCK, AR 72223

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ENTROPY SYSTEMS INC. C/O IMRAN BOHRA 2912 RESERVOIR RD LITTLE ROCK, AR 72227

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24"X24" RCP

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48" RCP

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18" RCP

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6" PVC

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NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE 1 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT(S) AND SWPPP INFORMATION SIGN. 2. INSTALL, SILT FENCE(S) ON THE SITE. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. HALT ALL ACTIVITIES AND CONTACT THE CITY OF LITTLE ROCK TO PERFORM INSPECTION AND ACCEPTANCE OF BMP'S. 5. CONSTRUCT AND STABILIZE SEDIMENT BASIN(S) AND SEDIMENT TRAP(S) WITH APPROPRIATE OUTFALL STRUCTURES. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL BASINS AND TRAPS. 6. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES (DIKES, SWALES, CHECK DAMS, ETC.). CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL HYDRAULIC CONTROL DEVICES. PHASE 2 1. BEGIN SITE DEMOLITION, CLEARING AND GRUBBING. 2. CONTINUE GRADING THE SITE. 3. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. PHASE 3 1. CONTINUE GRADING THE SITE. 2. PREPARE SITE FOR PAVING. 3. PAVE THE SITE. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 5. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.

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BEST MANAGEMENT PRACTICES: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.

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REVISIONS DATE


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TBC GLOBAL INVESTMENTS LLC PO BOX 30036 MESA, AZ 85275

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CONC DRIVE

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NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE 1 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT(S) AND SWPPP INFORMATION SIGN. 2. INSTALL, SILT FENCE(S) ON THE SITE. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. HALT ALL ACTIVITIES AND CONTACT THE CITY OF LITTLE ROCK TO PERFORM INSPECTION AND ACCEPTANCE OF BMP'S. 5. CONSTRUCT AND STABILIZE SEDIMENT BASIN(S) AND SEDIMENT TRAP(S) WITH APPROPRIATE OUTFALL STRUCTURES. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL BASINS AND TRAPS. 6. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES (DIKES, SWALES, CHECK DAMS, ETC.). CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL HYDRAULIC CONTROL DEVICES. PHASE 2 1. BEGIN SITE DEMOLITION, CLEARING AND GRUBBING. 2. CONTINUE GRADING THE SITE. 3. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. PHASE 3 1. CONTINUE GRADING THE SITE. 2. PREPARE SITE FOR PAVING. 3. PAVE THE SITE. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 5. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.

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BEST MANAGEMENT PRACTICES: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.

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SUB BASIN F

1.65 ACRE

SUB BASIN E 2.02

ACRE

SUB BASIN D 3.29

ACRE

SUB BASIN C

2.66 ACRE

SUB BASIN B

3.05 ACRE

SUB BASIN A

2.72 ACRE

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SHEET NO.

SCALE

PROJECT NO.

1'=100'

07.09.19

DATE

DESIGNED

CHECKED

JB

KP

DRAWN BY

RB

1-17-DR-53

REVISIONS DATE


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CONC DRIVE

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GRAPHIC SCALE

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C12

TEMPORARY CONSTRUCTION EASEMENT

A part of Lot 3, Block 13, Fleming & Bradford Subdivision

being a 70-foot long temporary construction easement

that is 15-feet wide running south of, parallel, and

adjacent to the Right-of-Way of West 22nd Street, City of

Little Rock, Pulaski County, Arkansas.

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LOT 3, BLOCK 13FLEMING & BRADFORD SUB.

TCE-1

SHEET

DWG

NO

DATE

CLR PROJ

NO.

1

06.24.19

1-17-DR-53

TEMPORARY CONSTRUCTION

EASEMENT

LOT 3, BLOCK 13

FLEMING & BRADFORD SUB.

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D

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13000 CANTRELL ROAD LITTLE ROCK, ARKANSAS 72223 PH (501) 975-8100 WWW.ECCI.COM

clr project #1-17-dr-53 martin luther king jr. drive ...€¦ · martin luther king, jr. drive -...

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