CLR PROJECT #01-17-DR-9 SWAGGERTY BRANCH DRAINAGE ...Jan 10, 2020 · csp bd 12" hugger, ply10,...
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DEPARTMENT OF PUBLIC WORKS LITTLE ROCK, ARKANSAS 72201 701 W. MARKHAM CIVIL ENGINEERING COVER SHEET CITY OF LITTLE ROCK, ARKANSAS BRECKENRIDGE DRIVE DRAINAGE IMPROVEMENTS SHEET NO. SCALE PROJECT NO. N.T.S. 1-10-20 DATE DESIGNED CHECKED JTM JTM DRAWN BY BJW CLR #01-17-DR-9 REVISIONS DATE CLR PROJECT #01-17-DR-9 SWAGGERTY BRANCH DRAINAGE REHABILITATION ROOSEVELT ROAD TO SOUTH OF 31ST STREET 2019-2021 BOND PROGRAM 90% SUBMITTAL
Transcript of CLR PROJECT #01-17-DR-9 SWAGGERTY BRANCH DRAINAGE ...Jan 10, 2020 · csp bd 12" hugger, ply10,...
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SHEET NO.
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PROJECT NO.
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1-10-20
DATE
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CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
CLR PROJECT #01-17-DR-9SWAGGERTY BRANCH
DRAINAGE REHABILITATIONROOSEVELT ROAD TO SOUTH OF 31ST STREET
2019-2021BOND PROGRAM
90% SUBMITTAL
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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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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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SEAL
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3512 S. SHACKLEFORD RD. LITTLE ROCK, AR 72205
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WEST DRAINAGE CHANNEL PROJECT END STATION 56+30 34.4351, -92.1711
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WEST DRAINAGE CHANNEL PROJECT START STATION 30+00 34.4329, -92.1719
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EAST DRAINAGE CHANNEL PROJECT START STATION 0+00 34.4351, -92.1711
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EAST DRAINAGE CHANNEL PROJECT END STATION 26+20 34.4329, -92.1719
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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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650
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TEMPORARY 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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FH
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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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CONSTRUCTION - ENTRANCE/EXIT
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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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OVERHEAD TELEPHONE
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OT
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OVERHEAD CABLE
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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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SANITARY SEWER MANHOLE
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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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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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GENERAL NOTES: : 1. INVERT OF METAL PIPE SHALL BE GROUTED FOR THE INVERT OF METAL PIPE SHALL BE GROUTED FOR THE ENTIRE LENGTH OF BOTH PIPES. SEE DETAILS. 2. CONTRACTOR SHALL REMOVE ALL TRASH, ROCKS, GRAVEL, CONTRACTOR SHALL REMOVE ALL TRASH, ROCKS, GRAVEL, SEDIMENT, AND OTHER MATERIALS FROM WITHIN THE 9' AND 9'-6" DRAINAGE PIPES, JUNCTION BOXES, AND ACCESS POINTS BEFORE GROUTING PIPE INVERTS. 3. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) 4. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 90% MAXIMUM. (AASHTO T-180) 5. WHERE STREET CUTS ARE REQUIRED FOR CULVERT WHERE STREET CUTS ARE REQUIRED FOR CULVERT REPLACEMENT, STREET REPAIR SHALL BE RECONSTRUCTED TO MATCH ADJACENT SECTION OR ROADWAY OR AS DIRECTED BY ENGINEER. CENTERLINE PROFILE WILL REQUIRE HEAD GREATER THAN CURB STREETS TO MAINTAIN 2% CROSS-SLOPE. 6. CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF AT LEAST 100% MAXIMUM. (AASHTO T-191) 7. CONTRACTOR SHALL LOCATE EQUALIZER PIPES AND CONTRACTOR SHALL LOCATE EQUALIZER PIPES AND RECONNECT THESE PIPES IN AREAS WHERE NEW PIPE SECTIONS ARE INSTALLED, SEE DETAILS. 8. PIPE SHALL BE H/C PIPE 3 X 1 PLYGV LS 12GA HALF PIPE SHALL BE H/C PIPE 3 X 1 PLYGV LS 12GA HALF COATED & PAVED WITH 2 REROLLED ENDS AS MANUFACTURED BY CONTECH ENGINEERED SOLUTIONS OR APPROVED EQUAL. 9. PIPE REPLACEMENT SHALL OCCUR IMMEDIATELY FOLLOWING PIPE REPLACEMENT SHALL OCCUR IMMEDIATELY FOLLOWING EXISTING PIPE REMOVAL OR AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL MONITOR WEATHER FORECASTS CLOSELY. IN NO CASE SHOULD CULVERT SECTIONS BE REMOVED WHEN CULVERT REPLACEMENT CANNOT BE COMPLETED BEFORE STORM FLOWS OCCUR. 10. CONTRACTOR SHALL USE SHORING AND SHIELDING WHEN CONTRACTOR SHALL USE SHORING AND SHIELDING WHEN WORKING ADJACENT TO STRUCTURES. FOLLOW ALL OSHA TRENCHING AND EXCAVATION SAFETY STANDARDS. 11. MATERIAL REMOVED FOR PIPE INSTALLATION IS INCLUDED IN MATERIAL REMOVED FOR PIPE INSTALLATION IS INCLUDED IN COST OF PIPE.
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PIPE REPLACEMENT AREAS
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EASEMENT LINE
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CLR #01-17-DR-9
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3" ASPHALT WEARING SURFACE (1.5" ASPHALT SURFACE COURSE AND 1.5" ASPHALT BINDER COURSE)
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CURB AND GUTTER
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7"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY.
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SOUTH RINGO STREET ROAD SECTION STA. 60+00 TO 60+62
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3" ASPHALT WEARING SURFACE (1.5" ASPHALT SURFACE COURSE AND 1.5" ASPHALT BINDER COURSE)
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CURB AND GUTTER
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7"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY.
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WEST 28TH STREET ROAD SECTION STA. 70+00 TO 70+50
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STREET SECTION SHALL MATCH EXISTING
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STREET SECTION SHALL MATCH EXISTING
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CLR #01-17-DR-9
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3" ASPHALT WEARING SURFACE (1.5" ASPHALT SURFACE COURSE AND 1.5" ASPHALT BINDER COURSE)
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CURB AND GUTTER
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7"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY.
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WEST 26TH STREET ROAD SECTION STA. 80+00 TO 80+47
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METAL PIPE SECTION EAST PIPE STA. 0+00 TO 20+10 WEST PIPE STA. 36+10 TO 56+30
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METAL PIPE SECTION EAST PIPE STA. 20+10 TO 26+20 WEST PIPE STA. 30+00 TO 36+10
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REBAR SPACING PROFILE VIEW
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4" CONCRETE REBAR SUPPORT CHAIR WITH BASE MANUFACTURED BY PARAGON PRODUCTS OR APPROVED EQUAL.
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EPOXY ANCHOR #4 REBAR INTO BEDROCK MINIMUM 6"
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#4 REBAR WITH 16-GAUGE REBAR TIE WIRE AT ALL CONNECTIONS SEE SPACING PLANS
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GROUT INVERT WITH TROWEL FINISH (0.10 CY/LF)
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#4 REBAR WITH 16-GAUGE REBAR TIE WIRE AT ALL CONNECTIONS SEE SPACING PLANS
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GROUT INVERT WITH TROWEL FINISH (0.11 CY/LF)
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#4 REBAR ANCHOR IN BEDROCK AT 10' MAX. INTERVALS ALONG LENGTH OF PIPE
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REBAR SPACING PLAN VIEW
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EXISTING PIPE
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METAL PIPE CONNECTION PROFILE
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CSP BD 12" HUGGER, PLY10, 16GA, 3PC WITH FOUR (4) 1/2" X 8" STEEL BOLT AND FOUR (4) 1/2" STEEL NUT BAND FASTENER AS MANUFACTURED BY CONTECH ENGINEERED SOLUTIONS OR APPROVED EQUAL.
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PROPOSED PIPE
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EQUALIZATION PIPE CONNECTIONS
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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY.
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CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY MINIMUM 6" BELOW PIPE MINIMUM 12" ON EACH SIDE AND ABOVE PIPE BEFORE COMPACTED SUBGRADE CLASS 7 SHALL EXTEND FULL DEPTH UNDER ROADWAYS
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UNDISTURBED EARTH AND BEDROCK
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EQUALIZATION PIPE TO REMAIN
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CUT AND REMOVE 24" DIAMETER PIPE WALL COUPON FROM NEW PIPE AT CONNECTION POINT
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PIPE SLEEVE
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BOTTOM SECTION OF EXISTING HUGGER BAND MAY REMAIN IN PLACE IF IN GOOD CONDITION.
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CONTRACTOR IS CAUTIONED THAT EACH SECTION OF PIPE REMOVED SHALL BE IMMEDIATELY REPLACED WITH THE NEW PIPE SECTION.
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EXISTING PIPE TO REMAIN
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NEW PIPE
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8 @ 5/8" GALVANIZED BOLTS THRU FLANGE AND NEW PIPE WALL
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MASTIC SEAL BETWEEN FLANGE AND NEW PIPE WALL
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CREATE A FLANGE BY CUTTING SECTION OF OLD PIPE WALL 48" DIAMETER CENTERED ON EQUALIZATION PIPE
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ACCESS MANHOLE
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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY.
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MASTIC SEAL ON PIPE CONNECTION
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CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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4' X 4' CONCRETE PAD @ 4" THICK WITH 24" MANHOLE LID
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EDGE OF MANHOLE LID IN LINE WITH 36" PIPE
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36" CORRUGATEDMETAL PIPE FOR LADDER ENTRANCE CONTACT PIPE MANUFACTURER FOR SPECIAL FITTING
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90% SUBMITTAL
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31ST STREET
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265.00
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256.00
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255.00
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255.00
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255.00
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255.00
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254.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
252.00
AutoCAD SHX Text
252.00
AutoCAD SHX Text
251.00
AutoCAD SHX Text
250.00
AutoCAD SHX Text
250.00
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CITY OF LITTLE ROCK 34L2750203000
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PROFESSIONAL HOUSEING & LAND LLC 34L2750202800
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NEDDIE/ QUNION NICHOLS 34L2750313700
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SOUTH RINGO STREET
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CITY OF LITTLE ROCK 34L2750207100
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JERMAINE EDWARD 34L2750203100
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AREIT LLC 34L2750202500
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WEST 30TH STREET
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SHACKLEFORD MICHAEL L/TILLMAN SHAWNA L 34L2750202900
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S
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S
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S
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S
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S
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S
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S
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D
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GV
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C
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D
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FH
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WV
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C
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WV
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WM
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31ST STREET
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CITY OF LITTLE ROCK 34L2750203000
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PROFESSIONAL HOUSEING & LAND LLC 34L2750202800
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NEDDIE/ QUNION NICHOLS 34L2750313700
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SOUTH RINGO STREET
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CITY OF LITTLE ROCK 34L2750207100
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JERMAINE EDWARD 34L2750203100
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AREIT LLC 34L2750202500
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WEST 30TH STREET
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SHACKLEFORD MICHAEL L/TILLMAN SHAWNA L 34L2750202900
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0+00
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0+00
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0+00
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0+00
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O
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O
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Y
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C
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K
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C
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T
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T
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I
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C6
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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PROPERTY LINE (TYP.)
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8" VITRIFIED CLAY SANITARY SEWER PIPE GRAVITY
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SSMH RIM 253.74 FL OUT: ~248.62
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8" POLY SANITARY SEWER PIPE GRAVITY
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18" DUCTILE IRON SANITARY SEWER PIPE GRAVITY
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SSMH RIM 256.58 FL OUT: ~245.34
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SSMH RIM 254.63 FL OUT: ~250.48
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8" POLY SANITARY SEWER PIPE GRAVITY
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8" POLY SANITARY SEWER PIPE GRAVITY
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8" CAST IRON WATERLINE
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SSMH RIM 258.75 FL OUT: ~246.34
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EXISTING GRADE
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FLOW LINE OF 9'-6" METAL PIPE
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TOP OF 9'-6" METAL PIPE
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SSMH RIM 255.70 FL OUT: ~250.47
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8" VITRIFIED CLAY SANITARY SEWER PIPE GRAVITY
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EDGE OF HOUSE (TYP.)
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STA. 0+75 GROUT INVERT OF INLET PIPE
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STA. 0+75 GROUT INVERT OF INLET PIPE
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8" CAST IRON WATERLINE
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
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4" DIRECTIONAL BORE
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
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ACCESS POINT SWAGGERTY BRANCH OUTFALL
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STA.52+50 TO 53+10 REPLACE 60 LF PIPE WITH 9'-6" CULVERT
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REPLACE ASPHALT ASPHALT ROAD, CURB AND GUTTER, SIDEWALK, AND INSTALL SOLID SODDING AS REQUIRED
DE
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LIC
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S 72201
701 W
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KH
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CIV
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NG
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RIN
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SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
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SOUTH CROSS STREET
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264.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
262.00
AutoCAD SHX Text
262.00
AutoCAD SHX Text
262.00
AutoCAD SHX Text
262.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
257.00
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257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
256.00
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SOUTH CROSS STREET
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ALDRIDGE/ QUEEN LEWIS 34L2750202501
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NEDDIE/ QUNION NICHOLS 34L2750313700
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JAMAAL HARVEY 34L2750313600
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ROBERT SUMMONS SR. 34L2750313500
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LYDA LYONS. 34L2750313400
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LITTLE ROCK HOMES LLC 34L2750313300
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GEORGIE/ NORMAN RAY 34L2750313200
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LITTLE ROCK SCHOOL DISTRICT 34L2750315100
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LITTLE ROCK SCHOOL DISTRICT 34L2750315100
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LITTLE ROCK SCHOOL DISTRICT 34L2560003900
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SOUTH CROSS STREET
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SOUTH CROSS STREET
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GEORGIE/ NORMAN RAY 34L2750313100
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NEDDIE/ QUNION NICHOLS 34L2750313800
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S
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D
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D
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S
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D
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S
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S
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S
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T
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C
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C
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WM
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GM
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D
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FH
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C
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SOUTH CROSS STREET
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SOUTH CROSS STREET
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ALDRIDGE/ QUEEN LEWIS 34L2750202501
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NEDDIE/ QUNION NICHOLS 34L2750313700
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JAMAAL HARVEY 34L2750313600
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ROBERT SUMMONS SR. 34L2750313500
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LYDA LYONS. 34L2750313400
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LITTLE ROCK HOMES LLC 34L2750313300
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GEORGIE/ NORMAN RAY 34L2750313200
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LITTLE ROCK SCHOOL DISTRICT 34L2750315100
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LITTLE ROCK SCHOOL DISTRICT 34L2750315100
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LITTLE ROCK SCHOOL DISTRICT 34L2560003900
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SOUTH CROSS STREET
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SOUTH CROSS STREET
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GEORGIE/ NORMAN RAY 34L2750313100
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NEDDIE/ QUNION NICHOLS 34L2750313800
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O
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O
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T
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Y
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C
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C
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I
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I
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K
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K
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C
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T
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T
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I
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C7
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0
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10
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20
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60
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80
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PROPERTY LINE (TYP.)
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SSMH RIM 259.91 FL OUT: ~248.38
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EXISTING GRADE
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FLOW LINE OF 9'-6" METAL PIPE
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TOP OF 9'-6" METAL PIPE
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AT&T BOX
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SSMH RIM 257.31 FL OUT: ~251.86
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EDGE OF HOUSE (TYP.)
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18" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
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8" VITRIFIED CLAY SANITARY SEWER PIPE GRAVITY
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SSMH RIM 260.34 FL OUT: ~251.99
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AT&T BOX
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2" PVC WATERLINE
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STA. 34+65 GROUT DETERIORATED PIPE SECTIONS
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STA. 8+35 GROUT DETERIORATED PIPE SECTIONS
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
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2" PVC WATERLINE
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
DE
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LIT
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701 W
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KH
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CIV
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NG
IN
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RIN
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PL
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FIL
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TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
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D
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D
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268.00
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267.00
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267.00
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266.00
AutoCAD SHX Text
266.00
AutoCAD SHX Text
265.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
262.00
AutoCAD SHX Text
262.00
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261.00
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261.00
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260.00
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268.00
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LITTLE ROCK SCHOOL DISTRICT 34L2750315100
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JAMES HALL 34L2750315600
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FUTURE ELLIS 34L2560004500
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LRHA 34L2710011700
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LRHA 34L2710011700
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JAMES HALL 34L2750315501
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CHRISTIAN MINISTERIAL 34L2710011300
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RUBY JEFFRIES 34L2710011100
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LRHA 34L2710011700
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CHRISTIAN MINISTERIAL 34L2710011300
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RUBY JEFFRIES 34L2710011100
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S
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S
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S
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T
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T
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C
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LITTLE ROCK SCHOOL DISTRICT 34L2750315100
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JAMES HALL 34L2750315600
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FUTURE ELLIS 34L2560004500
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LRHA 34L2710011700
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LRHA 34L2710011700
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JAMES HALL 34L2750315501
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CHRISTIAN MINISTERIAL 34L2710011300
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RUBY JEFFRIES 34L2710011100
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LRHA 34L2710011700
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CHRISTIAN MINISTERIAL 34L2710011300
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RUBY JEFFRIES 34L2710011100
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O
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O
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Y
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C
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K
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C8
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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EXISTING GRADE
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FLOW LINE OF 9'-6" METAL PIPE
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TOP OF 9'-6" METAL PIPE
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PROPERTY LINE (TYP.)
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80 LF OF DOG PEN TO BE TEMPORARILY RELOCATED AND REPLACED TO ORIGINAL CONDITION AFTER PIPE REHABILITATION
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18" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
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SSMH RIM 261.86 FL OUT: ~255.68
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SSMH RIM 261.59 FL OUT: ~252.91
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10" DUCTILE IRON SANITARY SEWER PIPE GRAVITY
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10" NON-REINFORCED CONCRETE SEWER PIPE GRAVITY
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STA 14+30 TO 14+90 REPLACE 60 LF OF 9'-6" CULVERT
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
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STA 14+30 TO 14+90 REPLACE 60 LF OF 9'-6" CULVERT
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SIDE DRAIN WITH MANHOLE ACCESS SURVEY?
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EXISTING ACCESS POINT AREA INLET
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EXISTING EQUALIZATION PIPE
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EXISTING EQUALIZATION PIPE
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REMOVE AND REPLACE 80 LF OF 4' CHAIN LINK FENCE
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EXISTING ACCESS POINT AREA INLET
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EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
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EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
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EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
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EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
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EXISTING DRAINAGE EASEMENT (TYP.)
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TEMPORARY CONSTRUCTION EASEMENT (TYP.)
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PERMANENT DRAINAGE EASEMENT (TYP.)
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STA. 41+24 TO 41+64 REPLACE 40 LF PIPE WITH 9'-6" CULVERT
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STA. 43+30 TO 44+90 REPLACE 160 LF PIPE WITH 9'-6" CULVERT
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CIV
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SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
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D
AutoCAD SHX Text
D
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D
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D
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D
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268.00
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268.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
266.00
AutoCAD SHX Text
266.00
AutoCAD SHX Text
265.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
266.00
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LUTHER JEFFRIES 34L2710013101
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GRACE DAVIS 34L2710011800
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LRHA 34L2710011700
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LUTHER JEFFRIES 34L2710013101
AutoCAD SHX Text
GRACE DAVIS 34L2710011800
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LRHA 34L2710011700
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WEST 27TH STREET
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WEST 28TH STREET
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LAVON JEFFRIES 34L2710013100
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LUTHER JEFFRIES 34L2710013101
AutoCAD SHX Text
GRACE DAVIS 34L2710011800
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GRACE DAVIS 34L2710013200
AutoCAD SHX Text
MANLEY ELSIE LEE/KENNETH EDWARD 34L2710012200
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CLAUDIUS O'NEAL JR. 34L2710012100
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LRHA 34L2710011700
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15' ALLEY
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CHRISTIAN MINISTERIAL 34L2710011300
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RUBY JEFFRIES 34L2710011100
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S
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S
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D
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S
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S
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S
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LUTHER JEFFRIES 34L2710013101
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GRACE DAVIS 34L2710011800
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LRHA 34L2710011700
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LUTHER JEFFRIES 34L2710013101
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GRACE DAVIS 34L2710011800
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LRHA 34L2710011700
AutoCAD SHX Text
WEST 27TH STREET
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WEST 28TH STREET
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LAVON JEFFRIES 34L2710013100
AutoCAD SHX Text
LUTHER JEFFRIES 34L2710013101
AutoCAD SHX Text
GRACE DAVIS 34L2710011800
AutoCAD SHX Text
GRACE DAVIS 34L2710013200
AutoCAD SHX Text
MANLEY ELSIE LEE/KENNETH EDWARD 34L2710012200
AutoCAD SHX Text
CLAUDIUS O'NEAL JR. 34L2710012100
AutoCAD SHX Text
LRHA 34L2710011700
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
CHRISTIAN MINISTERIAL 34L2710011300
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RUBY JEFFRIES 34L2710011100
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O
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O
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T
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Y
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W
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C
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C
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K
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K
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C
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T
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T
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I
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C9
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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EXISTING GRADE
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FLOW LINE OF 9'-6" METAL PIPE
AutoCAD SHX Text
TOP OF 9'-6" METAL PIPE
AutoCAD SHX Text
PROPERTY LINE (TYP.)
AutoCAD SHX Text
EDGE OF HOUSE (TYP.)
AutoCAD SHX Text
SSMH RIM 268.31 FL OUT: ~258.51
AutoCAD SHX Text
SSMH RIM 268.33 FL OUT: ~258.85
AutoCAD SHX Text
SSMH RIM 268.44 FL OUT: ~258.82
AutoCAD SHX Text
15" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
18" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
8" DUCTILE IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
2" PVC WATERLINE
AutoCAD SHX Text
SSMH RIM 268.66 FL OUT: ~266.25
AutoCAD SHX Text
SSMH RIM 267.06 FL OUT: ~260.11
AutoCAD SHX Text
6" PVC SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
16" DUCTILE IRON WATERLINE
AutoCAD SHX Text
STA. 15+86 8" SANITARY SEWER FL = 259.00
AutoCAD SHX Text
STA. 15+70 TO 16+10 REPLACE 40 LF OF 9'-6" CULVERT
AutoCAD SHX Text
STA. 15+70 TO 16+10 REPLACE 40 LF 9'-6" CULVERT
AutoCAD SHX Text
EXISTING ACCESS POINT MANHOLE TO BE REPLACED
AutoCAD SHX Text
2" PVC WATERLINE
AutoCAD SHX Text
16" DUCTILE IRON WATERLINE
AutoCAD SHX Text
STA. 19+39 6" SANITARY SEWER FL = 261.22
AutoCAD SHX Text
EXISTING ACCESS POINT AREA INLET
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING SIDE DRAIN WITH MANHOLE ACCESS
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING ACCESS POINT AREA INLET
AutoCAD SHX Text
EXISTING SIDE DRAIN WITH MANHOLE ACCESS
AutoCAD SHX Text
EXISTING ACCESS POINT MANHOLE TO BE REPLACED
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
REPLACE ASPHALT ASPHALT ROAD, CURB AND GUTTER, SIDEWALK, AND INSTALL SOLID SODDING AS REQUIRED
AutoCAD SHX Text
DEMOLISH AND DISPOSE OF HOUSE COORDINATE WITH ALL UTILITY PROVIDERS AND AGENCIES FOR REQUIRED PERMITS (ADEQ, LRWRA, CLR, CAW, ENTERGY, AND CENTERPOINT) ASBESTOS INSPECTION REQUIRED PRIOR TO DEMOLITION
AutoCAD SHX Text
PERMANENT DRAINAGE EASEMENT (TYP.)
AutoCAD SHX Text
STA. 41+24 TO 41+64 REPLACE 40 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
STA. 37+80 TO 38+00 REPLACE 20 LF PIPE WITH 9'-6" CULVERT
DE
PA
RT
ME
NT
O
F P
UB
LIC
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OR
KS
LIT
TL
E R
OC
K, A
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AN
SA
S 72201
701 W
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AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
PL
AN
A
ND
P
RO
FIL
E S
HE
ET
(5)
CIT
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F L
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TL
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PR
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EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
WEST 26TH STREET
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
273.00
AutoCAD SHX Text
273.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
270.00
AutoCAD SHX Text
270.00
AutoCAD SHX Text
269.00
AutoCAD SHX Text
269.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
LOWEED HAYMAN 34L2710014700
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
LORINE MABRIE 34L2710013700
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
ARKANSAS UNITED INVESTMENT LLC 34L2710016100
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
PEARL JOHNSON 34L2710016200
AutoCAD SHX Text
JIMMY NELSON 34L2710015100
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
WEST 26TH STREET
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
LOWEED HAYMAN 34L2710014700
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
LORINE MABRIE 34L2710013700
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
ARKANSAS UNITED INVESTMENT LLC 34L2710016100
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
PEARL JOHNSON 34L2710016200
AutoCAD SHX Text
JIMMY NELSON 34L2710015100
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
Y
AutoCAD SHX Text
W
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C
AutoCAD SHX Text
C
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I
AutoCAD SHX Text
I
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K
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K
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C
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
I
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C10
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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EXISTING GRADE
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FLOW LINE OF 9'-6" METAL PIPE
AutoCAD SHX Text
TOP OF 9'-6" METAL PIPE
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PROPERTY LINE (TYP.)
AutoCAD SHX Text
EDGE OF HOUSE (TYP.)
AutoCAD SHX Text
SSMH RIM 268.44 FL OUT: ~258.82
AutoCAD SHX Text
18" PVC SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
2" GAP WATERLINE
AutoCAD SHX Text
SSMH RIM 267.38 FL OUT: ~260.31
AutoCAD SHX Text
8" VITRIFIED CLAY SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
15" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
SSMH RIM 270.64 FL OUT: ~261.45
AutoCAD SHX Text
STA. 22+30 TO 23+10 REPLACE 80 LF PIPE WITH 9' CULVERT
AutoCAD SHX Text
STA. 22+30 TO 23+10 REPLACE 80 LF PIPE WITH 9' CULVERT
AutoCAD SHX Text
18" PVC SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
2" GAP WATERLINE
AutoCAD SHX Text
STA. 20+10 TRANSITION FROM 9'-6" PIPE TO 9' PIPE
AutoCAD SHX Text
2" GAP WATERLINE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING ACCESS POINT SIDE DRAIN WITH MANHOLE
AutoCAD SHX Text
STA. 24+90 GROUT INVERT OF INLET PIPE
AutoCAD SHX Text
STA. 20+10 TRANSITION FROM 9'-6" PIPE TO 9' PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING ACCESS POINT SIDE DRAIN WITH MANHOLE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
REPLACE CURB INLET
AutoCAD SHX Text
REPLACE ASPHALT ASPHALT ROAD, CURB AND GUTTER, AND INSTALL SOLID SODDING AS REQUIRED
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT (TYP.)
AutoCAD SHX Text
PERMANENT DRAINAGE EASEMENT (TYP.)
AutoCAD SHX Text
STA. 33+50 TO 33+90 REPLACE 40 LF PIPE 9' CULVERT
AutoCAD SHX Text
STA. 34+70 TO 36+10 REPLACE 140 LF PIPE 9' CULVERT
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
PL
AN
A
ND
P
RO
FIL
E S
HE
ET
(6)
CIT
Y O
F L
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Y D
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IN
AG
E IM
PR
OV
EM
EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
ROOSEVELT RD. (HWY 70)
AutoCAD SHX Text
WEST 26TH STREET
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
276.00
AutoCAD SHX Text
275.00
AutoCAD SHX Text
274.00
AutoCAD SHX Text
274.00
AutoCAD SHX Text
273.00
AutoCAD SHX Text
273.00
AutoCAD SHX Text
273.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
ARKANSAS UNITED INVESTMENT LLC 34L2710016100
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
PEARL JOHNSON 34L2710016200
AutoCAD SHX Text
SHUNIKA WILLIAMS 34L2710015000
AutoCAD SHX Text
JIMMY NELSON 34L2710015100
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
WM
AutoCAD SHX Text
ROOSEVELT RD. (HWY 70)
AutoCAD SHX Text
WEST 26TH STREET
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
ARKANSAS UNITED INVESTMENT LLC 34L2710016100
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
PEARL JOHNSON 34L2710016200
AutoCAD SHX Text
SHUNIKA WILLIAMS 34L2710015000
AutoCAD SHX Text
JIMMY NELSON 34L2710015100
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
Y
AutoCAD SHX Text
W
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C
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C
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I
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I
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K
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K
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
I
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C11
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0
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GRAPHIC SCALE
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10
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
60
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80
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EXISTING GRADE
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FLOW LINE OF 9' METAL PIPE
AutoCAD SHX Text
TOP OF 9' METAL PIPE
AutoCAD SHX Text
PROPERTY LINE (TYP.)
AutoCAD SHX Text
EDGE OF HOUSE (TYP.)
AutoCAD SHX Text
18" PVC SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
2" GAP WATERLINE
AutoCAD SHX Text
6" DUCTILE IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
SSMH RIM 271.21 FL OUT: ~263.01
AutoCAD SHX Text
STA. 26+20 GROUT INLET INVERT AND JUNCTION BOX
AutoCAD SHX Text
STA. 26+20 GROUT INLET INVERT AND JUNCTION BOX
AutoCAD SHX Text
SSMH RIM 270.64 FL OUT: ~261.45
DE
PA
RT
ME
NT
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F P
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LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
PL
AN
A
ND
P
RO
FIL
E S
HE
ET
(7)
CIT
Y O
F L
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TL
E R
OC
K, A
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GE
RT
Y D
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IN
AG
E IM
PR
OV
EM
EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
276.00
AutoCAD SHX Text
275.00
AutoCAD SHX Text
274.00
AutoCAD SHX Text
274.00
AutoCAD SHX Text
273.00
AutoCAD SHX Text
273.00
AutoCAD SHX Text
273.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
272.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
271.00
AutoCAD SHX Text
270.00
AutoCAD SHX Text
270.00
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
WM
AutoCAD SHX Text
ROOSEVELT RD. (HWY 70)
AutoCAD SHX Text
WEST 26TH STREET
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
ROOSEVELT RD. (HWY 70)
AutoCAD SHX Text
WEST 26TH STREET
AutoCAD SHX Text
LRHA 34L2710016300
AutoCAD SHX Text
TAMALA HUMPHREY 34L2710014800
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
ARKANSAS UNITED INVESTMENT LLC 34L2710016100
AutoCAD SHX Text
PEARL JOHNSON 34L2710016200
AutoCAD SHX Text
SHUNIKA WILLIAMS 34L2710015000
AutoCAD SHX Text
JIMMY NELSON 34L2710015100
AutoCAD SHX Text
15' ALLEY
AutoCAD SHX Text
15' ALLEY
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O
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O
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T
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Y
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W
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C
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C
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I
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I
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K
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K
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C
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T
AutoCAD SHX Text
T
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I
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C12
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0
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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
FLOW LINE OF 9' METAL PIPE
AutoCAD SHX Text
TOP OF 9' METAL PIPE
AutoCAD SHX Text
PROPERTY LINE (TYP.)
AutoCAD SHX Text
18" PVC SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
6" DUCTILE IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
SSMH RIM 271.21 FL OUT: ~263.01
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
EDGE OF HOUSE (TYP.)
AutoCAD SHX Text
2" GAP WATERLINE
AutoCAD SHX Text
STA. 33+50 TO 33+90 REPLACE 40 LF PIPE 9' CULVERT
AutoCAD SHX Text
SSMH RIM 270.64 FL OUT: ~261.45
AutoCAD SHX Text
SSMH RIM 268.44 FL OUT: ~258.82
AutoCAD SHX Text
18" PVC SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
STA. 33+50 TO 33+90 REPLACE 40 LF PIPE 9' CULVERT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
2" GAP WATERLINE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
STA. 34+70 TO 36+10 REPLACE 140 LF PIPE 9' CULVERT
AutoCAD SHX Text
STA. 34+70 TO 36+10 REPLACE 140 LF PIPE 9' CULVERT
AutoCAD SHX Text
EXISTING ACCESS POINT AREA INLET
AutoCAD SHX Text
EXISTING ACCESS POINT AREA INLET
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
STA. 22+30 TO 23+10 REPLACE 80 LF PIPE WITH 9' CULVERT
DE
PA
RT
ME
NT
O
F P
UB
LIC
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OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
PL
AN
A
ND
P
RO
FIL
E S
HE
ET
(8)
CIT
Y O
F L
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TL
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OC
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AN
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RT
Y D
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IN
AG
E IM
PR
OV
EM
EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
270.00
AutoCAD SHX Text
270.00
AutoCAD SHX Text
269.00
AutoCAD SHX Text
269.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
266.00
AutoCAD SHX Text
S
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S
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D
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S
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S
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S
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WEST 27TH STREET
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15' ALLEY
AutoCAD SHX Text
WEST 27TH STREET
AutoCAD SHX Text
LAVON JEFFRIES 34L2710013100
AutoCAD SHX Text
LUTHER JEFFRIES 34L2710013101
AutoCAD SHX Text
GRACE DAVIS 34L2710011800
AutoCAD SHX Text
GRACE DAVIS 34L2710013200
AutoCAD SHX Text
MANLEY ELSIE LEE/KENNETH EDWARD 34L2710012200
AutoCAD SHX Text
CLAUDIUS O'NEAL JR. 34L2710012100
AutoCAD SHX Text
LOWEED HAYMAN 34L2710014700
AutoCAD SHX Text
TAMALA HUMPHREY 34L2710014800
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013600
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2710013500
AutoCAD SHX Text
15' ALLEY
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O
AutoCAD SHX Text
O
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T
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Y
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W
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C
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C
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I
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I
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K
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K
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C
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T
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T
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I
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C13
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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FLOW LINE OF 9'-6" METAL PIPE
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TOP OF 9'-6" METAL PIPE
AutoCAD SHX Text
SSMH RIM 267.38 FL OUT: ~260.31
AutoCAD SHX Text
8" VITRIFIED CLAY SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
STA. 34+70 TO 36+10 REPLACE 140 LF PIPE WITH 9' CULVERT
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
PROPERTY LINE (TYP.)
AutoCAD SHX Text
EDGE OF HOUSE (TYP.)
AutoCAD SHX Text
15" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
SSMH RIM 268.66 FL OUT: ~266.25
AutoCAD SHX Text
SSMH RIM 267.06 FL OUT: ~260.11
AutoCAD SHX Text
6" PVC SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
16" DUCTILE IRON WATERLINE
AutoCAD SHX Text
STA. 37+80 TO 38+00 REPLACE 20 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
STA. 34+70 TO 36+10 REPLACE 140 LF PIPE WITH 9' CULVERT
AutoCAD SHX Text
STA. 37+80 TO 38+00 REPLACE 20 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
16" DUCTILE IRON WATERLINE
AutoCAD SHX Text
STA. 36+81 6" SANITARY SEWER FL = 261.90
AutoCAD SHX Text
REMOVE AND REPLACE 60 LF OF 4' CHAIN LINK FENCE
AutoCAD SHX Text
REMOVE AND REPLACE 160 LF OF 4' CHAIN LINK FENCE
AutoCAD SHX Text
EXISTING ACCESS POINT MANHOLE
AutoCAD SHX Text
EXISTING ACCESS POINT MANHOLE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT (TYP.)
AutoCAD SHX Text
PERMANENT DRAINAGE EASEMENT (TYP.)
DE
PA
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LIC
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LIT
TL
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K, A
RK
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SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
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PL
AN
A
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P
RO
FIL
E S
HE
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(9)
CIT
Y O
F L
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TL
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PR
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EM
EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
266.00
AutoCAD SHX Text
266.00
AutoCAD SHX Text
265.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
268.00
AutoCAD SHX Text
267.00
AutoCAD SHX Text
S
AutoCAD SHX Text
S
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S
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S
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D
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WEST 28TH STREET
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CHRISTIAN MINISTERIAL 34L2710011300
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FUTURE ELLIS 34L2560004500
AutoCAD SHX Text
WEST 28TH STREET
AutoCAD SHX Text
CLIFTON MCFARLIN 34L2750315300
AutoCAD SHX Text
JAMAAL HARVEY 34L2750315200
AutoCAD SHX Text
RHODA STEWART 34L2560004600
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ALLAN STUDENSKI 34L2560004400
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CHRISTIAN MINISTERIAL 34L2710011300
AutoCAD SHX Text
RUBY JEFFRIES 34L2710011100
AutoCAD SHX Text
LRHA 34L2710011700
AutoCAD SHX Text
CHRISTIAN MINISTERIAL 34L2710011300
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RUBY JEFFRIES 34L2710011100
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O
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O
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T
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Y
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W
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C
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C
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I
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I
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K
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K
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C
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T
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T
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I
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C14
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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EXISTING GRADE
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FLOW LINE OF 9'-6" METAL PIPE
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TOP OF 9'-6" METAL PIPE
AutoCAD SHX Text
SSMH RIM 268.31 FL OUT: ~258.51
AutoCAD SHX Text
SSMH RIM 268.33 FL OUT: ~258.85
AutoCAD SHX Text
SSMH RIM 268.44 FL OUT: ~258.82
AutoCAD SHX Text
18" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
STA. 41+24 TO 41+64 REPLACE 40 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
SIDE DRAIN WITH MANHOLE ACCESS
AutoCAD SHX Text
PROPERTY LINE (TYP.)
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EDGE OF HOUSE (TYP.)
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STA. 41+24 TO 41+64 REPLACE 40 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
STA. 43+30 TO 44+90 REPLACE 160 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
STA. 43+30 TO 44+90 REPLACE 160 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
EXISTING 'ACCESS POINT GRATE MANHOLE
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EXISTING ACCESS POINT GRATE MANHOLE
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EXISTING ACCESS POINT MANHOLE
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EXISTING ACCESS POINT MANHOLE
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EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE TO BE MODIFIED WITH PIPE REPLACEMENT
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT (TYP.)
AutoCAD SHX Text
PERMANENT DRAINAGE EASEMENT (TYP.)
AutoCAD SHX Text
STA 14+30 TO 14+90 REPLACE 60 LF OF 9'-6" CULVERT
AutoCAD SHX Text
STA. 15+70 TO 16+10 REPLACE 40 LF 9'-6" CULVERT
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
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AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
PL
AN
A
ND
P
RO
FIL
E S
HE
ET
(10)
CIT
Y O
F L
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TL
E R
OC
K, A
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AN
SA
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SW
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GE
RT
Y D
RA
IN
AG
E IM
PR
OV
EM
EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
D
AutoCAD SHX Text
262.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
S
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T
AutoCAD SHX Text
C
AutoCAD SHX Text
C
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T
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WM
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GM
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LITTLE ROCK SCHOOL DISTRICT 34L2750315100
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JAMAAL HARVEY 34L2750313600
AutoCAD SHX Text
ROBERT SUMMONS SR. 34L2750313500
AutoCAD SHX Text
LYDA LYONS. 34L2750313400
AutoCAD SHX Text
LITTLE ROCK HOMES LLC 34L2750313300
AutoCAD SHX Text
GEORGIE/ NORMAN RAY 34L2750313200
AutoCAD SHX Text
LITTLE ROCK SCHOOL DISTRICT 34L2750315100
AutoCAD SHX Text
LITTLE ROCK SCHOOL DISTRICT 34L2750315100
AutoCAD SHX Text
JAMES HALL 34L2750315600
AutoCAD SHX Text
LITTLE ROCK SCHOOL DISTRICT 34L2560003900
AutoCAD SHX Text
SOUTH CROSS STREET
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GEORGIE/ NORMAN RAY 34L2750313100
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JAMES HALL 34L2750315501
AutoCAD SHX Text
CLIFTON MCFARLIN 34L2750315300
AutoCAD SHX Text
NEDDIE/ QUNION NICHOLS 34L2750313800
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O
AutoCAD SHX Text
O
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T
AutoCAD SHX Text
Y
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W
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
I
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K
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K
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C
AutoCAD SHX Text
T
AutoCAD SHX Text
T
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I
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C15
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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EXISTING GRADE
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FLOW LINE OF 9'-6" METAL PIPE
AutoCAD SHX Text
TOP OF 9'-6" METAL PIPE
AutoCAD SHX Text
PROPERTY LINE (TYP.)
AutoCAD SHX Text
18" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
EDGE OF HOUSE (TYP.)
AutoCAD SHX Text
SSMH RIM 260.34 FL OUT: ~251.99
AutoCAD SHX Text
AT&T BOX
AutoCAD SHX Text
STA. 48+00 GROUT INVERT OF INLET PIPE
AutoCAD SHX Text
2" PVC WATERLINE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
2" PVC WATERLINE
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT (TYP.)
AutoCAD SHX Text
PERMANENT DRAINAGE EASEMENT (TYP.)
DE
PA
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ME
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F P
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LIC
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OR
KS
LIT
TL
E R
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K, A
RK
AN
SA
S 72201
701 W
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AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
PL
AN
A
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P
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FIL
E S
HE
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(11)
CIT
Y O
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PR
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EM
EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
265.00
AutoCAD SHX Text
265.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
264.00
AutoCAD SHX Text
263.00
AutoCAD SHX Text
262.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
261.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
260.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
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D
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GV
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C
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T
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D
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FH
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WV
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C
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WV
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C
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C
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WM
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S
AutoCAD SHX Text
PROFESSIONAL HOUSEING & LAND LLC 34L2750202800
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31ST STREET
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2750203000
AutoCAD SHX Text
PROFESSIONAL HOUSEING & LAND LLC 34L2750202800
AutoCAD SHX Text
ALDRIDGE/ QUEEN LEWIS 34L2750202501
AutoCAD SHX Text
NEDDIE/ QUNION NICHOLS 34L2750313700
AutoCAD SHX Text
JAMAAL HARVEY 34L2750313600
AutoCAD SHX Text
ROBERT SUMMONS SR. 34L2750313500
AutoCAD SHX Text
SOUTH RINGO STREET
AutoCAD SHX Text
JERMAINE EDWARD 34L2750203100
AutoCAD SHX Text
AREIT LLC 34L2750202500
AutoCAD SHX Text
WEST 30TH STREET
AutoCAD SHX Text
SHACKLEFORD MICHAEL L/TILLMAN SHAWNA L 34L2750202900
AutoCAD SHX Text
NEDDIE/ QUNION NICHOLS 34L2750313800
AutoCAD SHX Text
O
AutoCAD SHX Text
O
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T
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Y
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W
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C
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C
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I
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K
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K
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C
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
I
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C16
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0
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GRAPHIC SCALE
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10
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20
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40
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60
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80
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FLOW LINE OF 9'-6" METAL PIPE
AutoCAD SHX Text
TOP OF 9'-6" METAL PIPE
AutoCAD SHX Text
18" REINFORCED CAST IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
SSMH RIM 259.91 FL OUT: ~248.38
AutoCAD SHX Text
8" VITRIFIED CLAY SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
PROPERTY LINE (TYP.)
AutoCAD SHX Text
8" POLY SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
8" CAST IRON WATERLINE
AutoCAD SHX Text
SSMH RIM 258.75 FL OUT: ~246.34
AutoCAD SHX Text
STA.52+50 TO 53+10 REPLACE 60 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
AT&T BOX
AutoCAD SHX Text
SSMH RIM 255.70 FL OUT: ~250.47
AutoCAD SHX Text
SSMH RIM 257.31 FL OUT: ~251.86
AutoCAD SHX Text
STA.52+50 TO 53+10 REPLACE 60 LF PIPE WITH 9'-6" CULVERT
AutoCAD SHX Text
8" CAST IRON WATERLINE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
EXISTING EQUALIZATION PIPE
AutoCAD SHX Text
REPLACE ASPHALT ASPHALT ROAD, CURB AND GUTTER, SIDEWALK, AND INSTALL SOLID SODDING AS REQUIRED
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT (TYP.)
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PERMANENT DRAINAGE EASEMENT (TYP.)
DE
PA
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ME
NT
O
F P
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LIC
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OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
PL
AN
A
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P
RO
FIL
E S
HE
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(12)
CIT
Y O
F L
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TL
E R
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K, A
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RT
Y D
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IN
AG
E IM
PR
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EM
EN
TS
SHEET NO.
SCALE
PROJECT NO.
1-10-20
DATE
DESIGNED
CHECKED
JTM
JTM
DRAWN BY
BJW
CLR #01-17-DR-9
REVISIONS DATE
NTS
90% SUBMITTAL
AutoCAD SHX Text
260.00
AutoCAD SHX Text
259.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.00
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.00
AutoCAD SHX Text
252.00
AutoCAD SHX Text
252.00
AutoCAD SHX Text
251.00
AutoCAD SHX Text
250.00
AutoCAD SHX Text
250.00
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
GV
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
PROFESSIONAL HOUSEING & LAND LLC 34L2750202800
AutoCAD SHX Text
31ST STREET
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2750203000
AutoCAD SHX Text
PROFESSIONAL HOUSEING & LAND LLC 34L2750202800
AutoCAD SHX Text
SOUTH RINGO STREET
AutoCAD SHX Text
CITY OF LITTLE ROCK 34L2750207100
AutoCAD SHX Text
JERMAINE EDWARD 34L2750203100
AutoCAD SHX Text
AREIT LLC 34L2750202500
AutoCAD SHX Text
SHACKLEFORD MICHAEL L/TILLMAN SHAWNA L 34L2750202900
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
Y
AutoCAD SHX Text
W
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
I
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I
AutoCAD SHX Text
K
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K
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C
AutoCAD SHX Text
T
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T
AutoCAD SHX Text
I
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C17
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0
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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
PROPERTY LINE (TYP.)
AutoCAD SHX Text
8" VITRIFIED CLAY SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
SSMH RIM 253.74 FL OUT: ~248.62
AutoCAD SHX Text
8" POLY SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
18" DUCTILE IRON SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
SSMH RIM 256.58 FL OUT: ~245.34
AutoCAD SHX Text
SSMH RIM 254.63 FL OUT: ~250.48
AutoCAD SHX Text
8" POLY SANITARY SEWER PIPE GRAVITY
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
FLOW LINE OF 9'-6" METAL PIPE
AutoCAD SHX Text
TOP OF 9'-6" METAL PIPE
AutoCAD SHX Text
EDGE OF HOUSE (TYP.)
AutoCAD SHX Text
STA. 55+37 GROUT INVERT OF INLET PIPE
AutoCAD SHX Text
ACCESS POINT SWAGGERTY BRANCH OUTFALL
