CENTRAL ARKANSAS ENGINEERING 2019-2021 BOND PROGRAM · (aashto t-180) for areas of subgrade...
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DEPARTMENT OF PUBLIC WORKS LITTLE ROCK, ARKANSAS 72201 701 W. MARKHAM CIVIL ENGINEERING COVER CITY OF LITTLE ROCK, ARKANSAS GAMBLE ROAD IMPROVEMENTS SHEET NO. SCALE PROJECT NO. Value 03-29-19 DATE DESIGNED CHECKED ZR RH DRAWN BY RH CLR # 5-17-ST-224B REVISIONS DATE CLR PROJECT # 5-17-ST-224B GAMBLE ROAD IMPROVEMENTS STACY LANE TO MARKHAM STREET 2019-2021 BOND PROGRAM 60% Submittal CENTRAL ARKANSAS ENGINEERIN CIVIL ENGINEERING SURVEYING GIS A PROFESSIONAL LIMITED LIABILITY COMPANY 1012 AUTUMN ROAD, SUITE #2 | LITTLE ROCK, ARKANSAS 72211 OFFICE: 501.227.4459 | FAX: 501.227.3820 | EMAIL: [email protected] www.CentralArkansasEngineering.com | | SHEET LIST TABLE SHEET NO. TITLE C1 COVER SHEET C2 LEGEND C3 TYPICAL SECTIONS C4 PLAN - PROFILE C5 SURVEY CONTROL C6 DRIVEWAYS C7 EROSION CONTROL C8 X-SECTIONS 1 C9 X-SECTIONS 2 C10 X-SECTIONS 3 C11 X-SECTIONS 4
Transcript of CENTRAL ARKANSAS ENGINEERING 2019-2021 BOND PROGRAM · (aashto t-180) for areas of subgrade...
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REVISIONS DATE
CLR PROJECT # 5-17-ST-224BGAMBLE ROAD IMPROVEMENTS
STACY LANE TO MARKHAM STREET
2019-2021BOND PROGRAM
60% Submittal
CENTRAL ARKANSAS ENGINEERINGCIVIL ENGINEERING SURVEYING GIS
A PROFESSIONAL LIMITED LIABILITY COMPANY
1012 AUTUMN ROAD, SUITE #2 | LITTLE ROCK, ARKANSAS 72211OFFICE: 501.227.4459 | FAX: 501.227.3820 | EMAIL: [email protected]
www.CentralArkansasEngineering.com
| |
SHEET LIST TABLE
SHEET NO. TITLE
C1 COVER SHEET
C2 LEGEND
C3 TYPICAL SECTIONS
C4 PLAN - PROFILE
C5 SURVEY CONTROL
C6 DRIVEWAYS
C7 EROSION CONTROL
C8 X-SECTIONS 1
C9 X-SECTIONS 2
C10 X-SECTIONS 3
C11 X-SECTIONS 4
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PROJECT LOCATION 1"=1000'
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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 6
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WARD 7
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PROJECT LOCATION - WARD 5
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DEPARTMENT OF PUBLIC WORKS CIVIL ENGINEERING 701 WEST MARKHAM STREET LITTLE ROCK, ARKANSAS 72201
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BEGIN PROJECT STA. 12+83
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END PROJECT STA. 16+80
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CHENAL PKWY
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MARKHAM ST
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REVISIONS DATE
60% Submittal
CLR PROJECT # 5-17-ST-224B
GAMBLE ROAD IMPROVEMENTS 60% SUBMITTAL
3/28/2019
ITEM # ITEM DESCRIPTION UNITQUANTITY
2.01 SITE PREPARATION LS 1
2.02 CLEARING AND GRUBBING TREEMS LS 1
3.01 UNCLASSIFIED EXCAVATION CY 901
3.40 TOPSOIL CY 85
4.01 AGGREGATE BASE COURSE TON 650
6.01 ACHM SURFACE COURSE TON 236
7.06
CONCRETE DRIVEWAY (6" THICK ), STANDARD FINISH
SF 634
8.03
CONCRETE CURB AND GUTTER (CLASS 3)
LF 810
9.04
CONCRETE SIDEWALK (4" THICK)
SF 1657
9.40
CONCRETE SIDEWALK "TURN UP WALL", (PW-44)(PW-45)
SF 330
10.04 CURB INLET - 4' BOX EA 4
10.07 WING 3' EXTENSION EA 1
13.18 CROSS DRAIN PIPE 18" LF 62
13.19 SIDE DRAIN PIPE 18" LF 155
14.01
SOLID SOD, BERMUDA
SY 160
16.01 MAINTANCE OF TRAFFIC LS 1
17.01 PAVEMENT REPAIRS SY 12
18.01 REMOVE AND REPLACE FENCE LF 145
19.01 FINAL CLEANUP LS 1
24.07
SEDIMENT BARRIER, GRAVEL RING
EA 4
24.11
SILT FENCE - TYPE A (SFA)
LF 700
24.18
DISTURBED AREA STABILIZATION - TEMPORARY STABILIZATION(TS1)
AC 0.2
606.18 FLARED END SECTION 18" EA 2
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NOTES: THIS AREA IS FOR ANY SPECIAL CONDITIONS OR NOTES THAT NEED TO BE ADDED TO THE PLAN SET THAT ARE NOT COVERED IN THE BID/CONTRACT DOCUMENTS OR STANDARD SPECIFICATIONS.
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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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T
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TELEPHONE BOX
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ELECTRIC BOX
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T
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E
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E
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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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D
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D
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D
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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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S
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STORM SEWER MANHOLE
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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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REVISIONS DATE
60% Submittal
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9" CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACTED SUBGRADE AT 95% MODIFY PROCTOR DENSITY.
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R-O-W
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R-O-W
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CLASS 3 CURB & GUTTER
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3" ASPHALT WEARING SURFACE
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PROFILE GRADE
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SODDING
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3:1 MAX
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3:1 MAX
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3:1 MAX
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3:1 MAX
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IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180)
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FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
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CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
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2.
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3.
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GENERAL NOTES
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27-0" PAVEMENT
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SOLID
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EDGE OF
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PAVEMENT
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CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2% MINIMUM CROSS-SLOPE.
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4.
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4"x5'-0 CONCRETE SIDEWALK
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2%
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2%
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2%
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2%
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14.5'
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2'
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SODDING
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SOLID
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2'
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14.5'
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15.5'
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15.5'
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2%
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9" CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACTED SUBGRADE AT 95% MODIFY PROCTOR DENSITY.
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R-O-W
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R-O-W
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CLASS 3 CURB & GUTTER
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3" ASPHALT WEARING SURFACE
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PROFILE GRADE
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3:1 MAX
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3:1 MAX
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3:1 MAX
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IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180)
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FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
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CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
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GENERAL NOTES
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27-0" PAVEMENT
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EDGE OF
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PAVEMENT
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CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2% MINIMUM CROSS-SLOPE.
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4.
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4"x5'-0 CONCRETE SIDEWALK
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2%
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2%
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2%
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2%
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14.5'
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SODDING
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SOLID
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2'
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2'
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14.5'
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15.5'
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15.5'
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6"
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MAX 2'-5"
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STA. 14+73 TO STA. 16+52
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C33
E 49
5.63 F
E 49
5.95
F 49
5.87
E 49
6.19
F 49
6.19
E 49
6.41
F 49
6.46
E 49
6.67
F 49
6.72
E 49
7.03
F 49
7.05
E 49
7.47
F 49
7.45
E 49
7.96
F 49
7.92
E 49
8.40
F 49
8.41
E 49
8.82
F 49
8.83
E 49
9.05
F 49
9.04
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9.02
F 49
8.94
E 49
8.86
F 49
8.52
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8.44
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WEST MARKHAM UNITED PENTECOSTAL CHURCH
12923 W MARKHAM ST
44L0710102200
D & H LEASING, LLC
13008 W MARKHAM ST
44L0710101900SUSTAINABLE PROERTIES LLLC100 GAMBLE RD44L0710101901
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TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE
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CLR # 5-17-ST-224B
REVISIONS DATE
60% Submittal
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EXISTING PROFILE
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DESIGN PROFILE
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3' THROAT EXT. EACH SIDE
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6' THROAT EXT. SOUTH SIDE
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N1° 43' 31.01"E 398.195'
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GAMBLE RD
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20' RADIAL DEDICATION
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Begin Step-up Wall Sta. 14+55
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End Step-up Wall Sta. 16+54
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COMMERCIAL DRIVEWAY PER PW-34
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TREES IN THIS AREA TO BE REMOVED AS SITE PREP
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REBUILD APRON TO R-O-W
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PINE TREE CLUSTER APPROX. 13
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TREE IN THIS AREA TO BE REMOVED AS SITE PREP
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TYP. 3 ACCESS RAMP
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NEW TYP. 3 ACCESS RAMP
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TYP. 3 ACCESS RAMP
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NEW TYP. 3 ACCESS RAMP
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CONNECT SIDEWALK FROM PREVIOUS GAMBLE RD IMPROVEMENTS TO THE ADJACENT PROPERTY AT 222 GAMBLE RD. APPROXIMATELY 20 L.F.
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PAVEMENT MILL AND OVERLAY FROM PREVIOUS GAMBLE RD IMPROVEMENST TO STACEY LN. SHIM ASPHALT AS NECESSARY OR AS DIRECTED BY ENGINEER.
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SAW CUT EXIST. ASHPALT, WIDEN, NEW CURB AND GUTTER THIS AREA
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GUTTER GRADE 498.60
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GUTTER GRADE 495.75
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GUTTER GRADE 496.05
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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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30
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C44
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H 1"= 20' V 1"= 5'
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CONCRETE
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N1° 43' 31.01"E 398.195'
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GAMBLE RD
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20' RADIAL DEDICATION
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0
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GRAPHIC SCALE
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C55
WEST MARKHAM UNITED PENTECOSTAL CHURCH12923 W MARKHAM ST44L0710102200
D & H LEASING, LLC13008 W MARKHAM ST44L0710101900
SUSTAINABLE PROERTIES LLLC100 GAMBLE RD44L0710101901
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03-29-19
5-17-ST-224B
RH
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60% SUBMITTAL
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13001-13011 GAMBLE
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125 GAMBLE
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PART OF TRACT 18, BLOCK 0
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PART OF TRACT 17, BLOCK 0
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L.J. CARTER & MAYLENE CARTER REVOCABLE TRUST
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SUSTAINABLE PROPERTIES LLC
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CONCRETE
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GAMBLE RD
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N1° 43' 31.01"E 398.195'
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GAMBLE RD
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0
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20
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SD1
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PHASE 3
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03-29-19
5-17-ST-224B
RH
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COMMERCIAL DRIVEWAY PER PW-34
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STA 15+90 RT CONC
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5-17-ST-224B
RH
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60% SUBMITTAL
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2
03-29-19
5-17-ST-224B
RH
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03-29-19
5-17-ST-224B
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C11
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EC
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4
03-29-19
5-17-ST-224B
RH
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60% SUBMITTAL
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