CLR PROJECT #04-17-DR-207 BRECKENRIDGE DRIVE CULVERT ... · box culvert: 16' span x 4' rise at...
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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. 6-25-2019 DATE DESIGNED CHECKED JDM BJW DRAWN BY JTM CLR #04-17-DR-207 REVISIONS DATE CLR PROJECT #04-17-DR-207 BRECKENRIDGE DRIVE CULVERT REPLACEMENT AT GRASSY FLAT CREEK 2019-2021 BOND PROGRAM 90% SUBMITTAL
Transcript of CLR PROJECT #04-17-DR-207 BRECKENRIDGE DRIVE CULVERT ... · box culvert: 16' span x 4' rise at...
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SHEET NO.
SCALE
PROJECT NO.
N.T.S.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
CLR PROJECT #04-17-DR-207BRECKENRIDGE DRIVE
CULVERT REPLACEMENTAT GRASSY FLAT CREEK
2019-2021BOND PROGRAM
90% SUBMITTAL
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PROJECT LOCATION
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WARD 4
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WARD 3
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PROJECT LOCATION - WARD 4
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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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DRAINAGE CHANNEL PROJECT START STATION 0+43 34.7684, -92.3868
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DRAINAGE CHANNEL PROJECT END STATION 2+56 34.7681, -92.3862
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ROAD PROJECT START STATION 10+39 34.7683, -92.3865
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ROAD PROJECT END STATION 10+75 34.7682, -92.3865
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DRAWN BY
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CLR #04-17-DR-207
REVISIONS DATE
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C2
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EXISTING
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SETBACK LINE
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24" CMP/RCP/DIP
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X
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X
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X
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650
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EASEMENT LINE
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EDGE OF WOODS
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CONTOUR LINE
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GAS LINE
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SEWER LINE
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WATER LINE
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FENCE
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OVERHEAD ELECTRIC
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CURB
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STORM SEWER/CULVERT
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UNDERGROUND TELEPHONE
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UNDERGROUND ELECTRIC
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PROPERTY LINE
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UTILITY POLE
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LIGHT POLE
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R.R. SPIKE
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PK NAIL
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IRON ROD
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CO
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ELECTRIC MANHOLE
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TELEPHONE MANHOLE
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BENCHMARK
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SIGN POST
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CLEAN-OUT
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GAS VALVE
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GAS METER
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FIRE HYDRANT
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WATER VALVE
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WATER METER
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GUARD POST (BOLLARD)
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CONC. MONUMENT
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TELEPHONE BOX
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ELECTRIC BOX
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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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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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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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OT
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OVERHEAD CABLE
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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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F
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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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C
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POST OR POLE (TYPE AS NOTED)
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MAILBOX
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BUSH
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CD
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CHECK DAM
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DI
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DIVERSION BERM
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DN
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DOWNDRAIN STRUCTURE - TEMPORARY
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RD
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ROCK DAM
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SFA
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ST
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SU
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SILT FENCE - TYPE A
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STORM DRAIN OUTLET PROTECTION
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SURFACE ROUGHENING
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TS1
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DISTURBED AREA STABILIZATION -TEMPORARY STABILIZATION
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TS2
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DISTURBED AREA STABILIZATION -TEMPORARY GRASSING
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TS3
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DISTURBED AREA STABILIZATION -PERMANENT GRASSING
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Mb
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MATTING/BLANKETS
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SD1
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SEDIMENT BARRIER - SILT FENCE
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SD2
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SEDIMENT BARRIER - GRAVEL RING
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SD3
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SEDIMENT BARRIER - BLOCK & GRAVEL
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SD4
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SEDIMENT BARRIER - BLOCK
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SB1
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TEMPORARY SEDIMENT BASIN
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SFB
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SILT FENCE - TYPE B
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SFC
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SILT FENCE - TYPE C
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SHEET NO.
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PROJECT NO.
6-25-2019
DATE
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JDM
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DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
NTS
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3" ASPHALT WEARING SURFACE (1.5" ASPHALT SURFACE COURSE AND 1.5" ASPHALT BINDER COURSE)
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CLASS 3 CURB AND GUTTER
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR DENSITY.
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GENERAL NOTES: : 1. IN AREAS TO RECIEVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, IN AREAS TO RECIEVE 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) 2. FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 90% OF MAXIMUM DENSITY. (AASHTO T-180) 3. CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 100% OF MAXIMUM DENSITY. (AASHTO T-191) 4. BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING FROM SCURLOCK INDUSTRIES OR APPROVED EQUIVALENT
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TYPICAL ROAD SECTION
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Sta 10+39 to 10+49 AND Sta 10+65 to Sta 10+75
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1.5 INCH ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (DEPTH VARIES, MIN 3" TOTAL THICKNESS)
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CLASS 3 CURB AND GUTTER
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HANDRAIL
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ROAD SECTION
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Sta 10+56.2
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1%
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1%
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1%
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1%
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INSIDE OF BOX CULVERT
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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PROPOSED BOX CULVERT
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COMPACT BACKFILL TO 95% MODIFIED PROCTOR DENSITY
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FOLLOW OSHA TRENCH REQUIREMENTS
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY.
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9" WIDTH-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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6-25-2019
DATE
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CLR #04-17-DR-207
REVISIONS DATE
NTS
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1.5 INCH ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (DEPTH VARIES, MIN 3" TOTAL THICKNESS)
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CLASS 3 CURB AND GUTTER
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HANDRAIL
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ROAD SECTION
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Sta 10+66.2
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1%
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1%
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INSIDE OF BOX CULVERT
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ROAD SECTION
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Sta 10+46.2
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1.5 INCH ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (DEPTH VARIES, MIN 3" TOTAL THICKNESS)
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CLASS 3 CURB AND GUTTER
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HANDRAIL
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1%
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1%
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY.
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COMPACT BACKFILL TO 95% MODIFIED PROCTOR DENSITY
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3" ASPHALT WEARING SURFACE (1.5" ASPHALT SURFACE COURSE AND 1.5" ASPHALT BINDER COURSE)
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3" ASPHALT WEARING SURFACE (1.5" ASPHALT SURFACE COURSE AND 1.5" ASPHALT BINDER COURSE)
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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FOLLOW OSHA TRENCH REQUIREMENTS
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COMPACT BACKFILL TO 95% MODIFIED PROCTOR DENSITY
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FOLLOW OSHA TRENCH REQUIREMENTS
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY.
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9"-CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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GENERAL NOTES: : 1. IN AREAS TO RECIEVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, IN AREAS TO RECIEVE 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) 2. FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE FOR AREAS OF SUBGRADE PREPARATION TO RECIEVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 90% OF MAXIMUM DENSITY. (AASHTO T-180) 3. CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH CRUSHED STONE - DENSITY OF COMPACTED MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 100% OF MAXIMUM DENSITY. (AASHTO T-191) 4. BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING BOX CULVERT: 16' SPAN X 4' RISE AT 26.75 SKEW H-20 LOADING FROM SCURLOCK INDUSTRIES OR APPROVED EQUIVALENT
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NOTE: BOX CULVERT SHOWN AT 27.65 SKEW ANGLE BOX CULVERT SHOWN AT 27.65° SKEW ANGLE
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3.5% SLOPE
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2% SLOPE
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3.5% SLOPE
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2% SLOPE
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6-25-2019
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JDM
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DRAWN BY
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CLR #04-17-DR-207
REVISIONS DATE
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BOX CULVERT SECTION
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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TYPICAL 6' CULVERT SECTION
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SEE SHEET C6 TYPICAL CULVERT FILL AND BEDDING DETAILS
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GENERAL NOTES: : 1. AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF BOX SHALL BE FILLED WITH ASPHALT BINDER COURSE (MIN 3" TOTAL THICKNESS). CURB AND SIDEWALK SHALL BE CONCRETE FILLED TO TOP OF BOX. SIDEWALK TO TIE INTO PROPOSED HEADWALL. 2. BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 3. 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A DENSITY NOT LESS THAN 100% MODIFIED PROCTOR DENSITY. COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 4. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS. 5. SEE SHEET C6 FOR BOX CULVERT SECTION DETAILS. SEE SHEET C6 FOR BOX CULVERT SECTION DETAILS.
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CLR #04-17-DR-207
REVISIONS DATE
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C6
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BOX CULVERT SECTION
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1.5" ASPHALT SURFACE COURSE OVER ASPHALT BINDER COURSE (MINIMUM 3" TOTAL THICKNESS OVER BOX)
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9" WIDTH - CLASS 7 BASE COURSE COMPACTED TO NO LESS THAN 100% MODIFIED PROCTOR DENSITY
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COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO 95% MODIFIED PROCTOR DENSITY
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COMPACT BACKFILL TO NO LESS THAN 95% MODIFIED PROCTOR DENSITY
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FOLLOW OSHA TRENCH REQUIREMENTS
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1.5" ASPHALT SURFACE COURSE OVER 1.5" ASPHALT BINDER COURSE *SEE TYPICAL ROAD SECTION
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9" - CLASS 7 BASE COURSE COMPACTED TO NO LESS THAN 100% MODIFIED PROCTOR DENSITY
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER
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PRECAST CURB INLET BOX CONNECT TO BOX CULVERT CONTRACTOR TO COORDINATE REBAR STUBBING WITH MANUFACTURER
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CONCRETE EXPANSION JOINT AT MEETING OF INLET BOX AND CONCRETE SIDEWALK
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TOP OF CURB
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EXISTING 16" RCP CONTRACTOR TO FIELD VERIFY TYPE AND SIZE
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9" - CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY
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GENERAL NOTES: : 1. AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF AREA BETWEEN 1.5 INCH ASPHALT SURFACE COURSE AND TOP OF BOX SHALL BE FILLED WITH ASPHALT BINDER COURSE (MIN 3" TOTAL THICKNESS). CURB AND SIDEWALK SHALL BE CONCRETE FILLED TO TOP OF BOX. SIDEWALK TO TIE INTO PROPOSED HEADWALL. 2. BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% BACKFILL TO BE COMPACTED TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 3. 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A 9" CLASS 7 BASE COURSE BEDDING MATERIAL COMPACTED TO A DENSITY NOT LESS THAN 100% MODIFIED PROCTOR DENSITY. COMPACT TOP 6" OF SUBGRADE AND ALL FILL TO A DENSITY NOT LESS THAN 95% MODIFIED PROCTOR DENSITY. 4. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS. TRENCHING DURING INSTALLATION MUST MEET OSHA REQUIREMENTS.
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL) SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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PROJECT NO.
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DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
NTS
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C7
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BOX CULVERT WEST END (UPSTREAM)
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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CONCRETE TOEWALL KEY INTO STREAMBED 3' SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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12" THICK CONCRETE APRON TIES INTO BOX CULVERT AND WING WALLS AS PER PW-54
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CONCRETE TOEWALL KEY INTO STREAMBED 3'
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TYPICAL APRON CROSS SECTION
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CONCRETE APRON TIES INTO RETAINING WING WALLS LENGTH FROM CULVERT VARIES
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CONCRETE HEADWALL INSTALL HANDRAIL SEE CLR DETAIL PW-20
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CHANNEL IMPROVEMENTS UPSTREAM FROM BOX INSTALLATION
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FL IN 395.71
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16'X4' PRECAST BOX CULVERT
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NEW 16' X 4' CONCRETE BOX CULVERT
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL) SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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HEADWALL AND APRON NOTES: : 1. REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND SPACING. MATCH 4' RETAINING WALL BAR SIZE AND SPACING FOR HEADWALL, APRON, AND TOE REBAR SCHEDULE
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PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
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C8
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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CONTRACTOR TO POUR TRIANGULAR EXTENSION IN FIELD
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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12" THICK CONCRETE APRON TIES INTO BOX CULVERT AND WING WALLS AS PER PW-54 MATCH 4' WALL REBAR SCHEDULE
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TYPICAL APRON CROSS SECTION
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CONCRETE APRON TIES INTO RETAINING WING WALLS LENGTH FROM CULVERT VARIES
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CONCRETE HEADWALL INSTALL HANDRAIL SEE CLR DETAIL PW-20
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CHANNEL IMPROVEMENTS DOWNSTREAM FROM BOX INSTALLATION
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FL OUT 395.29
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CONCRETE TOEWALL KEY INTO STREAMBED 3'
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16'X4' PRECAST BOX CULVERT
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NEW 16' X 4' CONCRETE BOX CULVERT
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL)
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CONCRETE TOEWALL KEY INTO STREAMBED 3' SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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BOX CULVERT EAST END (DOWNSTREAM)
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CONTRACTOR TO COORDINATE STUBBING OUT REBAR WITH PRECAST CONCRETE BOX CULVERT MANUFACTURER (SCURLOCK INDUSTRIES OR APPROVED EQUAL) SEE CLR DETAIL 54 AND MATCH 4' WALL REBAR SCHEDULE
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HEADWALL AND APRON NOTES: : 1. REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND REFER TO CLR DETAIL PW-54 FOR RETAINING WALL BAR SIZE AND SPACING. MATCH 4' RETAINING WALL BAR SIZE AND SPACING FOR HEADWALL, APRON, AND TOE REBAR SCHEDULE
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PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
1"=10'
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43L0860000100 STURBRIDGE PROP OWNERS
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43L0790014100 ORDAZ CARLOS/ NORMA
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43L1500001000 COLONY WEST ASSOCIATES
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43L0790000500 ORDAZ CARLOS A & NORMA A
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43L1500001100 DRAINAGE DITCH
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43L1500000100 ANDMARK COLONY WEST APARTMENTS LLC
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43L1500000500 STRONG SAMUEL M
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D
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C9
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FIBER MARKER
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SIDEWALK
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FIBER VAULT
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AT&T BOX
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ELECTRIC METER
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CREPE-MYRTLE
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CREPE-MYRTLE
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CREPE-MYRTLE
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EXISTING ROCK WALL TYP.
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FIBER VAULT
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BRECKENRIDGE DRIVE
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PROPOSED BOX CULVERT 16' SPAN, 4' RISE, 54 LF REPLACE EXISTING
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UTILITY EASEMENT
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PROPERTY LINE (TYP.)
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UTILITY EASEMENT
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FIBER MARKER
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EXCAVATION LIMITS 10' FROM BOX CULVERT
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PROPOSED 1' RIP RAP APPROX. 80 SY SEE CLR DETAIL PW-60
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 80 SY SEE CLR DETAIL PW-60
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 70 SY SEE CLR DETAIL PW-60
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 1' RIP RAP APPROX. 60 SY SEE CLR DETAIL PW-60
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8" CAST IRON WATER LINE
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14" SS POLY PIPE GRAVITY
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CHANNEL IMPROVEMENTS UPSTREAM
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PINE
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CHERRY
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TELEPHONE
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ELECTRIC
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12" CONCRETE APRON
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GENERAL NOTES: : 1. REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF PROPOSED CONSTRUCTION AND SHALL BE INCLUDED IN THE SITE PREPARATION ITEM. 2. CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONNECTION AT EXISTING GRADE.
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REMOVE AS PART OF SITE PREP 18" PINE 15" CHERRY
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
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CLR #04-17-DR-207
REVISIONS DATE
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43L0860000100 STURBRIDGE PROP OWNERS
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43L0790014100 ORDAZ CARLOS/ NORMA
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43L1500001000 COLONY WEST ASSOCIATES
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43L0790000500 ORDAZ CARLOS A & NORMA A
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43L1500001100 DRAINAGE DITCH
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43L1500000100 ANDMARK COLONY WEST APARTMENTS LLC
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43L1500000500 STRONG SAMUEL M
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C10
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SSMH RIM 402.08
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RAILING REPLACE EXISTING 34 LF TOTAL
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SIDEWALK
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SIDEWALK
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FIBER VAULT
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AT&T BOX
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ELECTRIC METER
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"COLONY WEST" BRICK SIGN AND LANDSCAPE
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FLAGPOLES
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BRECKINRIDGE DRIVE
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ALL SIDEWALK WITHIN EXCAVATION LIMITS TO BE REPLACED APPROX. 340 SF
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EXCAVATION LIMITS 10' FROM BOX CULVERT REPLACE: 15 TON ASPHALT SURFACE 10 TON BINDER COURSE
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REPLACE 72 LF (36 EACH SIDE) OF CURB AND GUTTER INSIDE LIMITS OF EXCAVATION
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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2%
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0.5% MIN
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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2%
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EXISTING 15" DRAIN TO CONNECT TO NEW CURB INLET CONTRACTOR TO VERIFY TYPE, SIZE, AND LOCATION FOR TIE IN OF ALL EXISTING CULVERTS/INLETS
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.77 FL IN SOUTH 396.87
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TIE EXISTING 16" PIPE INTO BOX CULVERT FIELD VERIFY SIZE AND ELVATION FL IN 396.77
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.34
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GENERAL NOTES: : 1. REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF REMOVAL OF EXISTING BOX, HEADWALLS, ETC. SHALL BE REQUIRED AS PART OF PROPOSED CONSTRUCTION AND SHALL BE INCLUDED IN THE SITE PREPARATION ITEM. 2. CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONTRACTOR SHALL FIELD VERIFY INLET PIPING AND BE RESPONSIBLE FOR CONNECTION AT EXISTING GRADE.
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
H: 1"=10'
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43L1500001000 COLONY WEST ASSOCIATES
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43L0790000500 ORDAZ CARLOS A & NORMA A
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43L1500001100 DRAINAGE DITCH
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43L1500000100 ANDMARK COLONY WEST APARTMENTS LLC
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C11
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FIBER MARKER
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SIDEWALK
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FIBER VAULT
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AT&T BOX
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ELECTRIC METER
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"COLONY WEST" BRICK SIGN AND LANDSCAPE
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CREPE-MYRTLE
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CREPE-MYRTLE
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CREPE-MYRTLE
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CREPE-MYRTLE
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EXISTING ROCK WALL TYP.
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FLAGPOLES
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BRECKENRIDGE DRIVE
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PROPOSED BOX CULVERT 16' SPAN, 4' RISE, 54 LF REPLACE EXISTING
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UTILITY EASEMENT
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FIBER MARKER
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PROPOSED 1' RIP RAP APPROX. 80 SY
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PROPOSED 8" 4' CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 8" 4' CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 80 SY
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8" CAST IRON WATER LINE
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CHANNEL IMPROVEMENTS UPSTREAM
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PINE
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TELEPHONE
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CHANNEL IMPROVEMENTS UPSTREAM
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PROJECT NO.
6-25-2019
DATE
DESIGNED
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JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
H: 1"=10'
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43L0860000100 STURBRIDGE PROP OWNERS
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43L0790014100 ORDAZ CARLOS/ NORMA
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43L1500001000 COLONY WEST ASSOCIATES
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43L0790000500 ORDAZ CARLOS A & NORMA A
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43L1500001100 DRAINAGE DITCH
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43L1500000100 ANDMARK COLONY WEST APARTMENTS LLC
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43L1500000500 STRONG SAMUEL M
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C12
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CREPE-MYRTLE
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CREPE-MYRTLE
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CREPE-MYRTLE
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CREPE-MYRTLE
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BRECKENRIDGE DRIVE
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SSMH RIM 402.08 FL OUT: ~391.34
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FIBER MARKER
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SWMH RIM 401.59
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RAILING REPLACE EXISTING 17 LF EACH SIDE
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SIDEWALK
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SIDEWALK
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FIBER VAULT
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AT&T BOX
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ELECTRIC METER
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"COLONY WEST" BRICK SIGN AND LANDSCAPE
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EXISTING ROCK WALL TYP.
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FLAGPOLES
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FIBER VAULT
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PROPOSED BOX CULVERT 16' SPAN, 4' RISE, 54 LF REPLACE EXISTING
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PROPOSED BOX CULVERT 16' SPAN, 4' RISE, 54 LF 6' JOINTS
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FL IN = 395.71
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FL OUT = 395.29
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UTILITY EASEMENT
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PROPERTY LINE (TYP.)
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UTILITY EASEMENT
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FIBER MARKER
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EXCAVATION LIMITS 10' FROM BOX CULVERT REPLACE: 15 TON ASPHALT SURFACE 10 TON BINDER COURSE
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EXCAVATION LIMITS 10' FROM BOX CULVERT
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 80 SY
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 70 SY
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 1' RIP RAP APPROX. 60 SY
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8" CAST IRON WATER LINE
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14" SS POLY PIPE GRAVITY
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PINE
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CHERRY
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-0.71%
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-0.78%
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-1.97%
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PROPOSED GRADE
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ALL SIDEWALK WITHIN EXCAVATION LIMITS TO BE REPLACED APPROX. 340 SF
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REPLACE 2 DRAINAGE INLETS
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REPLACE 72 LF (36 EACH SIDE) OF CURB AND GUTTER INSIDE LIMITS OF EXCAVATION
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EXISTING DRAIN
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TELEPHONE
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ELECTRIC
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CONCRETE TOEWALL KEY INTO STREAMBED 3'
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CONCRETE TOEWALL KEY INTO STREAMBED 3'
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CONCRETE HEADWALL
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CONCRETE HEADWALL
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APPROXIMATE LOCATION 8" CAST IRON WATER LINE CONTRACTOR TO LOCATE WATER LINE PRIOR TO EXCAVATION
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PROPOSED 1' RIP RAP APPROX. 80 SY
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
H: 1"=10'
V: 1"=5'
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GM
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S
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WM
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D
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43L0860000100 STURBRIDGE PROP OWNERS
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43L0790014100 ORDAZ CARLOS/ NORMA
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43L1500000500 STRONG SAMUEL M
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D
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D
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D
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O
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O
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Y
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K
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C
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0
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GRAPHIC SCALE
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5
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30
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40
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C13
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FIBER MARKER
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RAILING REPLACE EXISTING 17 LF EACH SIDE
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SIDEWALK
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SIDEWALK
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FIBER VAULT
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AT&T BOX
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ELECTRIC METER
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CREPE-MYRTLE
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FIBER VAULT
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BRECKENRIDGE DRIVE
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PROPOSED BOX CULVERT 16' SPAN, 4' RISE, 54 LF REPLACE EXISTING
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UTILITY EASEMENT
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PROPERTY LINE (TYP.)
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FIBER MARKER
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EXCAVATION LIMITS 10' FROM BOX CULVERT REPLACE: 15 TON ASPHALT SURFACE 10 TON BINDER COURSE
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EXCAVATION LIMITS 10' FROM BOX CULVERT
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 1 CY
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PROPOSED 1' RIP RAP APPROX. 70 SY
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PROPOSED 8" CONCRETE WING WALL AS PER PW-54 APPROX. 2 CY
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PROPOSED 1' RIP RAP APPROX. 60 SY
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8" CAST IRON WATER LINE
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14" SS POLY PIPE GRAVITY
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PINE
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CHERRY
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EXISTING DRAIN
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TELEPHONE
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CHANNEL IMPROVEMENTS DOWNSTREAM
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EXISTING RIP RAP TO BE REMOVED AS PART OF SITE PREP
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
H: 1"=10'
V: 1"=5'
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S
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WM
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D
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D
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O
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GRAPHIC SCALE
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5
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10
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20
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30
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40
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C14
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SSMH RIM 402.08
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FIBER MARKER
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SWMH RIM 401.59
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RAILING REPLACE EXISTING 17 LF EACH SIDE
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SIDEWALK
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SIDEWALK
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FIBER VAULT
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AT&T BOX
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ELECTRIC METER
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"COLONY WEST" BRICK SIGN AND LANDSCAPE
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EXISTING ROCK WALL TYP.
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FLAGPOLES
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FIBER VAULT
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BRECKINRIDGE DRIVE
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PROPOSED BOX CULVERT 16' SPAN, 4' RISE, 54 LF REPLACE EXISTING
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PROPOSED BOX CULVERT 16' SPAN, 4' RISE, 54 LF
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EXISTING GRADE
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ALL SIDEWALK WITHIN EXCAVATION LIMITS TO BE REPLACED APPROX. 340 SF
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EXCAVATION LIMITS 10' FROM BOX CULVERT REPLACE: 15 TON ASPHALT SURFACE 10 TON BINDER COURSE
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REPLACE 72 LF (36 EACH SIDE) OF CURB AND GUTTER INSIDE LIMITS OF EXCAVATION
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11+06
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EXCAVATION LIMITS
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EXCAVATION LIMITS
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0.5% MIN
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0.5% MIN
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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2%
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0.5% MIN
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0.5% MIN
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FULL DEPTH SAWCUT OF EXISTING ROADWAY
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.77 FL IN SOUTH 396.87
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.34
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.77 FL IN SOUTH 396.87
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INSTALL 5' CURB INLET BOX TIE INTO BOX CULVERT FIELD VERIFY EXISTING DRAINAGE PIPES AND TIE INTO BOX AS NECESSARY RIM 401.37 FL OUT TO CULVERT 396.34
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
1"=10'
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C15
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SHEET NO.
SCALE
PROJECT NO.
6-25-2019
DATE
DESIGNED
CHECKED
JDM
BJW
DRAWN BY
JTM
CLR #04-17-DR-207
REVISIONS DATE
1"=10'
AutoCAD SHX Text
GM
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S
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WM
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D
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43L0860000100 STURBRIDGE PROP OWNERS
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43L0790014100 ORDAZ CARLOS/ NORMA
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43L1500001000 COLONY WEST ASSOCIATES
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43L0790000500 ORDAZ CARLOS A & NORMA A
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43L1500001100 DRAINAGE DITCH
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43L1500000100 ANDMARK COLONY WEST APARTMENTS LLC
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43L1500000500 STRONG SAMUEL M
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D
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D
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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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40
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C16
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TS3
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PHASE 3
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TS3
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PHASE 3
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TS3
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PHASE 3
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TS3
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PHASE 3
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RD
