CLR PROJECT # 07-17-ST-294 YARBERRY LANE …cl 2% slope (see plan) compacted subgrade 7" class 7...
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DEPARTMENT OF PUBLIC WORKS LITTLE ROCK, ARKANSAS 72201 701 W. MARKHAM CIVIL ENGINEERING COVER SHEET CITY OF LITTLE ROCK, ARKANSAS YARBERRY LANE IMPROVEMENTS SHEET NO. SCALE PROJECT NO. NTS 10/01/2019 DATE DESIGNED CHECKED J. GRIFFIN J. GRIFFIN DRAWN BY A. SMITH CLR # 07-17-ST-294 REVISIONS DATE CLR PROJECT # 07-17-ST-294 YARBERRY LANE IMPROVEMENTS (11625 PONDEROSA DR TO 11700 SPRINGTREE DR) 2019-2021 BOND PROGRAM JESS GRIFFIN, PE [501] 690-3456 - [email protected] 100% PLANS 100% PLANS SMITH AND No.2082 GOODSON, PLLC
Transcript of CLR PROJECT # 07-17-ST-294 YARBERRY LANE …cl 2% slope (see plan) compacted subgrade 7" class 7...
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SHEET NO.
SCALE
PROJECT NO.
NTS
10/01/2019
DATE
DESIGNED
CHECKED
J. GRIFFIN
J. GRIFFIN
DRAWN BY
A. SMITH
CLR # 07-17-ST-294
REVISIONS DATE
CLR PROJECT # 07-17-ST-294YARBERRY LANE IMPROVEMENTS
(11625 PONDEROSA DR TO 11700 SPRINGTREE DR)
2019-2021BOND PROGRAM
JESS GRIFFIN, PE [501] 690-3456 - [email protected]
100% PLANS
100%
P
LA
NS
SMITH AND
No.2082GOODSON, PLLC
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PROJECT LOCATION
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WARD 5
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WARD 4
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WARD 3
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WARD 1
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WARD 2
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WARD 7
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PROJECT LOCATION - WARD 7
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DEPARTMENT OF PUBLIC WORKS CIVIL ENGINEERING 701 WEST MARKHAM STREET LITTLE ROCK, ARKANSAS 72201
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SMITH AND GOODSON
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PLLC
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CIVIL ENGINEERING AND LAND SURVEYING 7509 CANTRELL ROAD, SUITE 227 LITTLE ROCK, ARKANSAS 72207 501-414-8498
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Jess Griffin
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SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
NTS
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
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CLR # 07-17-ST-294
100%
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SMITH AND
No.2082GOODSON, PLLC
TYPICAL SECTION
36'
PROFILE GRADE
5' SIDEWALK
3
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3
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2% SLOPE
(SEE PLAN)
COMPACTED SUBGRADE
7" CLASS 7 BASE COURSE
AT 100% MODIFIED PROCTOR DENSITY
AT 95% MODIFIED PROCTOR DENSITY
(STREET WIDENING & OVERLAY)
EX. CURB & GUTTER
CURB & GUTTER
VARIES, A.C.H.M. BINDER COURSE
(1
1
2
" MIN. THICKNESS)
1
1
2
"
A.C.H.M. OVERLAY
TACK COAT 0.03 GAL/S.Y.
COLD MILL EX.
ASPHALT 0"-11/2"
6'-0"
CLASS 3
2'-0"
CURB
3
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5'-0"
SOD
5'-0"
WALK
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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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X
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X
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X
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650
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EASEMENT LINE
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EDGE OF WOODS
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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 ELECTRIC
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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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ELECTRIC BOX
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EVERGREEN/CONIFEROUS TREE
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DECIDUOUS TREE
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OE
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OE
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4"G
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8"SS
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8"W
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GP
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RR(Sp)
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IR
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PK
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WM
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FH
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WV
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CM
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GM
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GV
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UGT
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UGE
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PROPOSED SPOT ELEVATION
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PROPOSED CONTOUR
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STORM SEWER - PIPE
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STORM SEWER - JUNCTION BOX
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STORM SEWER - MITERED END SECTION
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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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PROPOSED 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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SAN
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SANITARY SEWER MANHOLE
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CO
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CONSTRUCTION - ENTRANCE/EXIT
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STORM SEWER - FLARED END SECTION
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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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STORM SEWER - AREA INLET
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D
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D
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OVERHEAD TELEPHONE
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OT
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OT
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OVERHEAD CABLE
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OC
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OC
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UNDERGROUND CABLE
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UGC
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CUT LINE
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FILL LINE
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C
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F
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SANITARY SEWER MANHOLE
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STORM SEWER MANHOLE
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D
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PROPOSED CURB
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PROPOSED CONCRETE
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GUY WIRE
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CABLE BOX
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C
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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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ST
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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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TS1
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DISTURBED AREA STABILIZATION -TEMPORARY STABILIZATION
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TS2
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DISTURBED AREA STABILIZATION -TEMPORARY GRASSING
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TS3
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DISTURBED AREA STABILIZATION -PERMANENT GRASSING
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Mb
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MATTING/BLANKETS
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SD1
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SEDIMENT BARRIER - SILT FENCE
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SD2
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SEDIMENT BARRIER - GRAVEL RING
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SD3
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SEDIMENT BARRIER - BLOCK & GRAVEL
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SD4
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SEDIMENT BARRIER - BLOCK
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SB1
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TEMPORARY SEDIMENT BASIN
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SFB
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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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SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 20'
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
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CLR # 07-17-ST-294
100%
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1 2
21
3 4
5 6 7 8
3
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9 10 11
9
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JAMES R HACKBARTH
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7024 YARBERRY LANE
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JETT REAL PROPERTIES, LLC
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7012 YARBERRY LANE
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CLARENCE & KAREN MCGHEE
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7000 YARBERRY LANE
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JOSE & FAVIOLA ALBA
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6924 YARBERRY LANE
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JAMES R HACKBARTH
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11625 PONDEROSA DRIVE
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YARBERRY LANE
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YARBERRY LANE
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WM
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WM
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WM
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D
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FENCE LINE
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18" PINE
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FND. 5/8"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1" PIPE
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CONTROL PT#2 MAG NAIL
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N=113279.08
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E=1205161.83
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ELEV.=289.94
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CONTROL PT#1 MAG NAIL
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N=113273.19
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E=1204585.78
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ELEV.=307.05
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CONC.
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DRIVE
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CONC.
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DRIVE
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GRAVEL
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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ASPH.
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DRIVE
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SSMH
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TOP=292.06
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FL IN=290.71 WEST
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FL OUT=290.66 EAST
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SSMH
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TOP=297.36
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FL IN= 291.47 SOUTH
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FL OUT= 291.36 EAST
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SSMH
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TOP=295.93
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FL IN= 291.48 WEST
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FL OUT= 291.43 NORTH
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SSMH
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TOP=306.99
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FL IN=292.80 WEST
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FL OUT=292.70 EAST
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CIMH
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TOP=290.98
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INV.=288.89
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12" RCP
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BRICK MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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BRICK MAILBOX
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BRICK MAILBOX
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WM
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FH
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WM
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GM
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GM
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GM
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GM
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GV
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MCCLENDON DARRELL
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7200 YARBERRY LN
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TAYLOR HAROLD
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7201 YARBERRY LN
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WHITE BERNETTA
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7101 DEER MEADOW DR
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7119 YARBERRY LN
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P5 HOLDINGS LLC
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7115 YARBERRY LN
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NASH ANGELA
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7111 YARBERRY LN
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MORRISON KATZ
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7107 YARBERRY LN
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WILLIAM THOS J JR & WF
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7101 YARBERRY LN
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NARVAEZ JOSE JAIME
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6921 YARBERRY LN
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WILLIAM JAMES VICTOR & BRITTANY LYNN
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INES GARCIA
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11700 SPRINGTREE DRIVE
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CONC.
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DRIVE
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ASPH.
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DRIVE
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GM
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GM
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GRAVEL
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DRIVE
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GM
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GM
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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WM
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GV
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CONC.
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DRIVE
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GV
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CONC.
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DRIVE
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WM
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CONC.
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DRIVE
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DRIVE
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0
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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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40
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60
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C3
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0
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GRAPHIC SCALE
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15
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30
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60
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90
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120
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CONSTRUCT 560 LF OF CONCRETE WALK
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CONSTRUCT 65 LF OF CONCRETE WALK
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CONSTRUCT HC RAMP
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TCE
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TCE
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CONSTRUCT 33 LF OF CONCRETE WALK
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TCE
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SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 20'
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
RB
ER
RY
L
AN
E IM
PR
OV
EM
EN
TS
CLR # 07-17-ST-294
100%
P
LA
NS
1
1
2
"
COLD MILL 509 LF OF EX.
ASPHALT ALONG EX. GUTTER
(0"-1
1
2
" IN 6'-0")
1
1
2
"
TACK COAT 0.03 GAL/S.Y.)
AutoCAD SHX Text
JAMES R HACKBARTH
AutoCAD SHX Text
7024 YARBERRY LANE
AutoCAD SHX Text
JETT REAL PROPERTIES, LLC
AutoCAD SHX Text
7012 YARBERRY LANE
AutoCAD SHX Text
CLARENCE & KAREN MCGHEE
AutoCAD SHX Text
7000 YARBERRY LANE
AutoCAD SHX Text
JAMES R HACKBARTH
AutoCAD SHX Text
11625 PONDEROSA DRIVE
AutoCAD SHX Text
YARBERRY LANE
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
FENCE LINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
FND. 5/8"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1/2"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1/2"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1" PIPE
AutoCAD SHX Text
CONTROL PT#1 MAG NAIL
AutoCAD SHX Text
N=113273.19
AutoCAD SHX Text
E=1204585.78
AutoCAD SHX Text
ELEV.=307.05
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP=295.93
AutoCAD SHX Text
FL IN= 291.48 WEST
AutoCAD SHX Text
FL OUT= 291.43 NORTH
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP=306.99
AutoCAD SHX Text
FL IN=292.80 WEST
AutoCAD SHX Text
FL OUT=292.70 EAST
AutoCAD SHX Text
BRICK MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
BRICK MAILBOX
AutoCAD SHX Text
FH
AutoCAD SHX Text
WM
AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
MCCLENDON DARRELL
AutoCAD SHX Text
7200 YARBERRY LN
AutoCAD SHX Text
TAYLOR HAROLD
AutoCAD SHX Text
7201 YARBERRY LN
AutoCAD SHX Text
WHITE BERNETTA
AutoCAD SHX Text
7101 DEER MEADOW DR
AutoCAD SHX Text
7119 YARBERRY LN
AutoCAD SHX Text
P5 HOLDINGS LLC
AutoCAD SHX Text
7115 YARBERRY LN
AutoCAD SHX Text
NASH ANGELA
AutoCAD SHX Text
7111 YARBERRY LN
AutoCAD SHX Text
MORRISON KATZ
AutoCAD SHX Text
7107 YARBERRY LN
AutoCAD SHX Text
WILLIAM THOS J JR & WF
AutoCAD SHX Text
7101 YARBERRY LN
AutoCAD SHX Text
WILLIAM JAMES VICTOR & BRITTANY LYNN
AutoCAD SHX Text
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AutoCAD SHX Text
O
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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GRAPHIC SCALE
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10
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
60
AutoCAD SHX Text
80
AutoCAD SHX Text
C4
AutoCAD SHX Text
CONSTRUCT 413 LF OF CONCRETE CURB & GUTTER
AutoCAD SHX Text
CONSTRUCT 5,980 SF OF 1 " ASPHALT PAVEMENT SECTION, MATCH EX. PAVEMENT GRADE
AutoCAD SHX Text
SAW CUT EX. ASPHALT PAVEMENT, REMOVE & DISPOSE OF EXCESS PAVEMENT
AutoCAD SHX Text
TIE INTO EX. CURB AND GUTTER, MATCH GRADE (TYP)
AutoCAD SHX Text
REMOVE & DISPOSE OF EXISTING TREE
AutoCAD SHX Text
RELOCATE EX. WM BEHIND CURB, COORDINATE CONSTRUCTION W/ CAW
AutoCAD SHX Text
SAW CUT EX. DRIVE PAVEMENT, MATCH EX. GRADE (TYP)
AutoCAD SHX Text
CONSTRUCT 90 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 140 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 115 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
CONSTRUCT 15,980 SF OF 1 " ASPHALT OVERLAY ENTIRE STREET (TACK COAT 0.03 GAL/S.Y.)
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
PROPOSED ROW
AutoCAD SHX Text
SCALE 1" = 4' VERT. 1" = 20' HORZ.
AutoCAD SHX Text
CONTROL PT#2 MAG NAIL N=113279.08 E=1205161.83 ELEV.=289.94
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
CONSTRUCT 80 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 120 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 85 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 235 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 85 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
EXISTING EDGE OF ASPHALT
AutoCAD SHX Text
EXISTING GRADE
Jess Griffin
JGGPE 100119
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SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 20'
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
RB
ER
RY
L
AN
E IM
PR
OV
EM
EN
TS
CLR # 07-17-ST-294
100%
P
LA
NS
1
1
2
"
COLD MILL 509 LF OF EX.
ASPHALT ALONG EX. GUTTER
(0"-1
1
2
" IN 6'-0")
1
1
2
"
TACK COAT 0.03 GAL/S.Y.)
AutoCAD SHX Text
JAMES R HACKBARTH
AutoCAD SHX Text
7024 YARBERRY LANE
AutoCAD SHX Text
JETT REAL PROPERTIES, LLC
AutoCAD SHX Text
7012 YARBERRY LANE
AutoCAD SHX Text
CLARENCE & KAREN MCGHEE
AutoCAD SHX Text
7000 YARBERRY LANE
AutoCAD SHX Text
JOSE & FAVIOLA ALBA
AutoCAD SHX Text
6924 YARBERRY LANE
AutoCAD SHX Text
11625 PONDEROSA DRIVE
AutoCAD SHX Text
YARBERRY LANE
AutoCAD SHX Text
YARBERRY LANE
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
D
AutoCAD SHX Text
FENCE LINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
FND. 5/8"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1/2"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1/2"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1/2"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1/2"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1/2"
AutoCAD SHX Text
REBAR
AutoCAD SHX Text
FND. 1" PIPE
AutoCAD SHX Text
CONTROL PT#1 MAG NAIL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
ASPH.
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP=292.06
AutoCAD SHX Text
FL IN=290.71 WEST
AutoCAD SHX Text
FL OUT=290.66 EAST
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP=297.36
AutoCAD SHX Text
FL IN= 291.47 SOUTH
AutoCAD SHX Text
FL OUT= 291.36 EAST
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP=295.93
AutoCAD SHX Text
FL IN= 291.48 WEST
AutoCAD SHX Text
FL OUT= 291.43 NORTH
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP=306.99
AutoCAD SHX Text
FL IN=292.80 WEST
AutoCAD SHX Text
FL OUT=292.70 EAST
AutoCAD SHX Text
CIMH
AutoCAD SHX Text
TOP=290.98
AutoCAD SHX Text
INV.=288.89
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
BRICK MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
BRICK MAILBOX
AutoCAD SHX Text
BRICK MAILBOX
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
GV
AutoCAD SHX Text
7119 YARBERRY LN
AutoCAD SHX Text
P5 HOLDINGS LLC
AutoCAD SHX Text
7115 YARBERRY LN
AutoCAD SHX Text
NASH ANGELA
AutoCAD SHX Text
7111 YARBERRY LN
AutoCAD SHX Text
MORRISON KATZ
AutoCAD SHX Text
7107 YARBERRY LN
AutoCAD SHX Text
WILLIAM THOS J JR & WF
AutoCAD SHX Text
7101 YARBERRY LN
AutoCAD SHX Text
NARVAEZ JOSE JAIME
AutoCAD SHX Text
6921 YARBERRY LN
AutoCAD SHX Text
WILLIAM JAMES VICTOR & BRITTANY LYNN
AutoCAD SHX Text
INES GARCIA
AutoCAD SHX Text
11700 SPRINGTREE DRIVE
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
Y
AutoCAD SHX Text
W
AutoCAD SHX Text
C
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
C
AutoCAD SHX Text
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T
AutoCAD SHX Text
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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
C5
AutoCAD SHX Text
CONSTRUCT 413 LF OF CONCRETE CURB & GUTTER
AutoCAD SHX Text
CONSTRUCT 5,980 SF OF 1 " ASPHALT PAVEMENT SECTION, MATCH EX. PAVEMENT GRADE
AutoCAD SHX Text
SAW CUT EX. ASPHALT PAVEMENT, REMOVE & DISPOSE OF EXCESS PAVEMENT
AutoCAD SHX Text
TIE INTO EX. CURB AND GUTTER, MATCH GRADE (TYP)
AutoCAD SHX Text
REMOVE & DISPOSE OF EXISTING TREE
AutoCAD SHX Text
RELOCATE EX. WM BEHIND CURB, COORDINATE CONSTRUCTION W/ CAW
AutoCAD SHX Text
SAW CUT EX. DRIVE PAVEMENT, MATCH EX. GRADE (TYP)
AutoCAD SHX Text
CONSTRUCT 90 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 140 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 115 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 115 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
RECONSTRUCT CURB INLET THROAT, MATCH CURB & GUTTER GRADE
AutoCAD SHX Text
REMOVE EX. RR TIES WITH CI RECONSTRUCTION AND SS RELOCATION
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
CONSTRUCT 15,980 SF OF 1 " ASPHALT OVERLAY ENTIRE STREET (TACK COAT 0.03 GAL/S.Y.)
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
PROPOSED ROW
AutoCAD SHX Text
SCALE 1" = 4' VERT. 1" = 20' HORZ.
AutoCAD SHX Text
CONTROL PT#2 MAG NAIL N=113279.08 E=1205161.83 ELEV.=289.94
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
TAPER 5' WALK TO MATCH EX.
AutoCAD SHX Text
CONSTRUCT 80 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 120 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 85 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 235 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 85 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 90 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
CONSTRUCT 85 SF OF CONCRETE DRIVEWAY APRON (SEE CLR DETAIL PW-30 & 31)
AutoCAD SHX Text
RELOCATE 114 LF OF FENCE TO PROPOSED ROW
AutoCAD SHX Text
REMOVE & DISPOSE OF EXISTING TREE
AutoCAD SHX Text
EXISTING EDGE OF ASPHALT
AutoCAD SHX Text
EX. GAS METER
Jess Griffin
JGGPE 100119
℄℄
℄ ℄
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PA
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SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 10' H,1" = 5' V
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
RB
ER
RY
L
AN
E IM
PR
OV
EM
EN
TS
CLR # 07-17-ST-294
100%
P
LA
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SMITH AND
No.2082GOODSON, PLLC
AutoCAD SHX Text
-2.0%
AutoCAD SHX Text
-2.0%
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Jess Griffin
JGGPE 100119
℄℄
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PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 10' H,1" = 5' V
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
RB
ER
RY
L
AN
E IM
PR
OV
EM
EN
TS
CLR # 07-17-ST-294
100%
P
LA
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SMITH AND
No.2082GOODSON, PLLC
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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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Jess Griffin
JGGPE 100119
℄ ℄
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PA
RT
ME
NT
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SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 10' H,1" = 5' V
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
RB
ER
RY
L
AN
E IM
PR
OV
EM
EN
TS
CLR # 07-17-ST-294
100%
P
LA
NS
SMITH AND
No.2082GOODSON, PLLC
AutoCAD SHX Text
-2.0%
AutoCAD SHX Text
-2.0%
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-2.0%
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Jess Griffin
JGGPE 100119
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SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 20'
10/01/2019
J. GRIFFIN
J. GRIFFIN
A. SMITH
YA
RB
ER
RY
L
AN
E IM
PR
OV
EM
EN
TS
CLR # 07-17-ST-294
100%
P
LA
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JAMES R HACKBARTH
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7024 YARBERRY LANE
AutoCAD SHX Text
JETT REAL PROPERTIES, LLC
AutoCAD SHX Text
7012 YARBERRY LANE
AutoCAD SHX Text
CLARENCE & KAREN MCGHEE
AutoCAD SHX Text
7000 YARBERRY LANE
AutoCAD SHX Text
JOSE & FAVIOLA ALBA
AutoCAD SHX Text
6924 YARBERRY LANE
AutoCAD SHX Text
JAMES R HACKBARTH
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11625 PONDEROSA DRIVE
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YARBERRY LANE
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YARBERRY LANE
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WM
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WM
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WM
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D
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FENCE LINE
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18" PINE
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FND. 5/8"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1/2"
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REBAR
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FND. 1" PIPE
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CONTROL PT#2 MAG NAIL
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N=113279.08
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E=1205161.83
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ELEV.=289.94
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CONTROL PT#1 MAG NAIL
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N=113273.19
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E=1204585.78
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ELEV.=307.05
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CONC.
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DRIVE
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CONC.
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DRIVE
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GRAVEL
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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CONC.
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DRIVE
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ASPH.
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DRIVE
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SSMH
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TOP=292.06
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FL IN=290.71 WEST
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FL OUT=290.66 EAST
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SSMH
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TOP=297.36
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FL IN= 291.47 SOUTH
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FL OUT= 291.36 EAST
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SSMH
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TOP=295.93
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FL IN= 291.48 WEST
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FL OUT= 291.43 NORTH
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SSMH
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TOP=306.99
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FL IN=292.80 WEST
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FL OUT=292.70 EAST
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CIMH
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TOP=290.98
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INV.=288.89
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12" RCP
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BRICK MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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MAILBOX
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BRICK MAILBOX
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BRICK MAILBOX
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WM
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FH
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WM
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GM
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GM
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GM
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GM
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GV
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MCCLENDON DARRELL
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7200 YARBERRY LN
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TAYLOR HAROLD
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7201 YARBERRY LN
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WHITE BERNETTA
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7101 DEER MEADOW DR
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7119 YARBERRY LN
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P5 HOLDINGS LLC
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7115 YARBERRY LN
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NASH ANGELA
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7111 YARBERRY LN
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MORRISON KATZ
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7107 YARBERRY LN
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WILLIAM THOS J JR & WF
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NARVAEZ JOSE JAIME
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6921 YARBERRY LN
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WILLIAM JAMES VICTOR & BRITTANY LYNN
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INES GARCIA
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11700 SPRINGTREE DRIVE
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0
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GRAPHIC SCALE
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12
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30
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60
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90
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120
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C9
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SD1
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SD4
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PHASE 3
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PHASE 2
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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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GRADING LIMITS
Jess Griffin
JGGPE 100119
