NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
LANDSCAPING PLAN
AutoCAD SHX Text
5' WALK
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5' WALK
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5' WALK
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5' WALK
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CONC.
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CONC.
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CONC.
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5' WALK
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5' WALK
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8' WALK
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8' WALK
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8' WALK
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5' WALK
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5' WALK
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10+15
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11+70
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SCALE 1"=20'
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AS SHOWN ARE APPROXIMATE. THEIR LOCATIONS
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WERE DETERMINED FROM INFORMATION PROVIDED
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CONTRACTOR BEFORE EXCAVATING.
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BY THE SURVEY OR AVAILABLE MAPPING. ALL
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LOCATIONS SHALL BE FIELD VERIFIED BY
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THE LOCATIONS OF UNDERGROUND UTILITIES
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NOTE:
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Drawn by:
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R. Reynolds
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M. TREVINO
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17
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25
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S.T.
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0143CC
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LEGEND
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MATCH LINE STA. 6+00 "A"
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MATCH LINE STA. 6+00 "A"
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MATCH LINE STA. 12+00 "A"
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LIRIOPE
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PRAIRIE DROPSEED
N. ANTHONY BLVD.
N. ANTHONY BLVD.
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
LANDSCAPING PLAN
ST
. JO
E R
IVE
R D
R.
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5' WALK
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5' WALK
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8' WALK
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8' WALK
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5' WALK
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5' WALK
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8' WALK
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12+50
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1+00
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2+21
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8' WALK
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8' WALK
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5' WALK
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5' WALK
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SCALE 1"=20'
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AS SHOWN ARE APPROXIMATE. THEIR LOCATIONS
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WERE DETERMINED FROM INFORMATION PROVIDED
AutoCAD SHX Text
CONTRACTOR BEFORE EXCAVATING.
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BY THE SURVEY OR AVAILABLE MAPPING. ALL
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LOCATIONS SHALL BE FIELD VERIFIED BY
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THE LOCATIONS OF UNDERGROUND UTILITIES
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NOTE:
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A
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Drawn by:
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M. Gray
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R. Reynolds
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M. TREVINO
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18
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25
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S.T.
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0143CC
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MATCH LINE STA. 12+00 "A"
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MATCH LINE STA. 18+00 "A"
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MATCH LINE STA. 18+00 "A"
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MATCH LINE STA. 21+00 "A"
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MATCH LINE STA. 2+00 "S1A"
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MATCH LINE STA. 1+50 "S2A"
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LEGEND
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LIRIOPE
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PRAIRIE DROPSEED
N. ANTHONY BLVD.
N. ANTHONY BLVD.
CO
LIS
EU
M B
LVD
.
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
LANDSCAPING PLAN
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5' WALK
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5' WALK
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5' WALK
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BUS
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HUT
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8' CONC. WALK
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5' WALK
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BUS
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HUT
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8' ASPHALT WALK
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8' WALK
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6' WALK
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6' WALK
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6' WALK
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30+00
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31+00
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8' ASPHALT WALK
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SCALE 1"=20'
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AS SHOWN ARE APPROXIMATE. THEIR LOCATIONS
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WERE DETERMINED FROM INFORMATION PROVIDED
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CONTRACTOR BEFORE EXCAVATING.
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BY THE SURVEY OR AVAILABLE MAPPING. ALL
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LOCATIONS SHALL BE FIELD VERIFIED BY
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THE LOCATIONS OF UNDERGROUND UTILITIES
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NOTE:
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F
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O
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A
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of
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Designed by:
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Checked by:
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Drawn by:
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M. Gray
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R. Reynolds
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M. TREVINO
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19
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24
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S.T.
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0143CC
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MATCH LINE STA. 21+00 "A"
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MATCH LINE STA. 27+00 "A"
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MATCH LINE STA. 27+00 "A"
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LEGEND
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LIRIOPE
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PRAIRIE DROPSEED
ST. JOE RIVER DR.ST. JOE RIVER DR.
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
LANDSCAPING PLAN
N. A
NT
HO
NY
BLV
D.
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ASPH. OVER
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CONC.
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CONC.
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5' WALK
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5' WALK
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5' WALK
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5' WALK
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ASPH. OVER
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CONC.
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CONC.
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5' WALK
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5' WALK
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5' WALK
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5' WALK
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5' WALK
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8' WALK
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CONC.
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ASPHALT
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12+50
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1+00
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1+80
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2+21
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SCALE 1"=20'
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AS SHOWN ARE APPROXIMATE. THEIR LOCATIONS
AutoCAD SHX Text
WERE DETERMINED FROM INFORMATION PROVIDED
AutoCAD SHX Text
CONTRACTOR BEFORE EXCAVATING.
AutoCAD SHX Text
BY THE SURVEY OR AVAILABLE MAPPING. ALL
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LOCATIONS SHALL BE FIELD VERIFIED BY
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THE LOCATIONS OF UNDERGROUND UTILITIES
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NOTE:
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A
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Y
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F
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F
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O
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O
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I
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N
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D
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I
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N
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A
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A
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of
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W.O.
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RES.
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Designed by:
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Checked by:
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Drawn by:
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M. Gray
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R. Reynolds
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M. TREVINO
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20
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25
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S.T.
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0143CC
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QTY.
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COMMON NAME
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SCIENTIFIC NAME
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SIZE
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REMARKS
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1,190
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LIRIOPE
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SKYLINE HONEYLOCUST
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LONDON PLANE TREE
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ESPRESSO KENTUCKY COFFEETREE
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PATRIOT ELM TREE
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PRAIRIE DROPSEED
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17,440
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6
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33
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3
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3
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LIRIOPE SPICATA
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GLEDITSIA TRIACANTHOS VAR. INERMIS "SKYCOLE"
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PLATANUS X ACERFOLIA
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GYMNOCLADUS DIOICUS "ESPRESSO"
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ULMUS "PATRIOT"
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SPOROBOLUS HETEROLEPIS
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QUART CONTINER
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2" CALIPAR B&B
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2" CALIPAR B&B
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2" CALIPAR B&B
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2" CALIPAR B&B
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QUART CONTAINER
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12" O.C.
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40 O.C.
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40' O.C.
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40' O.C.
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40' O.C.
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18" O.C.
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LEGEND
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LIRIOPE
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PRAIRIE DROPSEED
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SEE SHEET No. 17
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SEE SHEET No. 18
Typical Section #2
Typical Section #1
Typical Section #3
TYPICAL CROSS SECTIONS
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
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3.5"
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2%
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4%
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2%
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4%
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PLANTING SOIL
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ISLAND WIDTH VARIES
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TYPICAL STREET SECTION
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(LINE "A" & LINE "S2A")
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1
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1
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WIDTH VARIES
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WIDTH VARIES
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EXIST. PAVEMENT
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EXIST. PAVEMENT
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EXIST./PROPOSED CURB
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EXIST./PROPOSED CURB
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EXIST. CURB
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EXIST. &
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PROPOSED
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CURB
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2.5"
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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4
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5
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3
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4
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5
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3
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3.5"
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2%
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WIDTH VARIES
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EXIST. PAVEMENT
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EXIST. &
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PROPOSED
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CURB
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4
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5
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3
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2%
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WIDTH VARIES
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EXIST. CURB
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2.5"
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4
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5
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3
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TYPICAL STREET SECTION
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W/ CENTER ISLAND
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(LINE "A" ONLY)
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TYPICAL STREET SECTION
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(LINE "S1A" ONLY)
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2%
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EXIST. PAVEMENT
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4
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5
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2%
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4
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5
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2
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3.5"
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MILLING DEPTH VARIES
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13'
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17'
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PROPOSED CONCRETE
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CURBFACE WALK
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2%
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2%
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PROPOSED CONCRETE
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CURBFACE WALK
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7
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2
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7
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EXIST. CURB
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EXIST. CURB
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FIBERMAT TYPE B
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2.5" PCCP MILLING
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5
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3
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LEGEND
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TRANSITION PCCP MILLING (VARIABLE DEPTH)
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2
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FULL DEPTH SAWING
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1
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1.5", 9.5 mm SURFACE, TYPE C OVER
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4
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2", 19 mm INTERMEDIATE, TYPE C
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2.5" PCCP/ASPHALT MILLING
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7
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of
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W.O.
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Designed by:
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Checked by:
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Drawn by:
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M. GRAY
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R. REYNOLDS
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M. TREVINO
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21
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25
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S.T.
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0143CC
DETAILS
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
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CONCRETE CURB TYPE III
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1"R
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6"
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EXIST. PAVEMENT
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1"R
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3"
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20"
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2" TOPSOIL
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COMPACTED
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BACKFILL
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NOT TO SCALE
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4 1/2"
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6 1/2"
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SLOPE 1/2 "/FT.
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3"
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CONCRETE CURB TYPE II-A
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SLOPE 1/4" /FT.
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NOT TO SCALE
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CONC. PAVEMENT
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BACKFILL
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2" TOPSOIL
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COMPACTED
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6"
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SLOPE 1/2" /FT.
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1"R.
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NOTE: CROSS-HATCHED
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6"
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@ 2'-0" C. TO C.
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STIRRUP BAR #4
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CONC. CURB TYPE "II-A"
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PORTION TO BE PAID FOR AS
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2"
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BENDING DIAGRAM
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IN THE COST OF CONC. CURB TYPE II-A
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NOTE: STIRRUP BARS TO BE INCLUDED
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3"
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10"
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TOP VIEW
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SIDE VIEW
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4"
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2" MIN.
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STIRRUP BAR
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PLACEMENT DIAGRAM
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2" MIN.
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EXPANSION
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TYPICAL CONCRETE SIDEWALK
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R/W
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EVERY 50 FT.
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JOINT MATERIAL
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1/2" PREFORMED
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JOINT
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SLOPE 1/2" PER FT.
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VARIABLE
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SLOPE 2.0%%% MAX
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SECTION B-B
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4"
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(5' MIN.)
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VARIABLE
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SECTION A-A
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WIDTH
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1'
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1/2" DEEP
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CONTRACTION JOINT
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EVERY 5 FEET
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JOINT
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BACK OF WALK
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B
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A
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B
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PLAN VIEW
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(5 FT. MIN.)
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VARIABLE
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WIDTH
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4"
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1'
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R/W
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A
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CONTRACTION
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2" BED COURSE MATERIAL
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NOT TO SCALE
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VARIABLE
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COMPACTED AGGREGATE
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12"
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1"R
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1'-0"
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CONTRACTION
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45
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* 1'-6"
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SLOPE 2.0%%% MAX
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6" FOR WINGWALK
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2" TOPSOIL
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4" FOR SIDEWALK
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CURBFACE SIDEWALK
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NOT TO SCALE
AutoCAD SHX Text
EXIST. PAVEMENT
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SLOPE 1/4" /FT.
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SAW
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ASPHALT/CONCRETE
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PAVEMENT PATCHING
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PAVEMENT (RECESSED)
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EXIST. PAVEMENT
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SURFACE #12
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PLAIN CONCRETE
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SLOPE 1/4" /FT.
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SAW
AutoCAD SHX Text
JOINT
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R/W
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EVERY 50 FT.
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JOINT MATERIAL
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1/2" PREFORMED
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EVERY 5 FEET
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JOINT
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BACK OF WALK
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PLAN VIEW
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(6 FT. MIN.)
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VARIABLE
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WIDTH
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1'
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CONTRACTION
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CONTRACTION JOINT
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MATCH EXISTING
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12"
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NO. 53 (FOR BASE)
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COMPACTED AGGREGATE,
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o
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2" BITUMINOUS
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2" BITUMINOUS
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1'-6"
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* OR AS DIRECTED BY THE PROJECT COORDINATOR
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6' MIN.
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TEXT
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1'
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R/W LINE
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8"
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TOP OF CURB
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CURB
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4'-6"
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EXISTING PAVEMENT
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SAW JOINT
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SAW JOINT
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SAW
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JOINT
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(20' MIN.) (30' MAX.)
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DRIVE WIDTH
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JOINT MATERIAL
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1/2" PREFORMED
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IF CONC.
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10' MAX.
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PAVEMENT
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1 1/2"
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VARIABLE RADIUS
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1/2" PREFORMED
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JOINT MATERIAL
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20'DESIRABLE
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15' MINIMUM
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DRIVE
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R/W LINE
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NOT TO SCALE
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COMMERCIAL DRIVE APPROACH
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A
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CURB ELEVATION
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SECTION A-A
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DRIVE
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8.33% MAX. SLOPE
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10% MAX.
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SLOPE
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6% MAX.
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SLOPE
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VARIABLE
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50:1 MAX
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VARIABLE
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SIDEWALK
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5'
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PVM'T
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1 1/2"
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1"R
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#4 REBAR
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12" LONG 4' O.C.
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BACK OF CURB
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A
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2" COMPACTED AGGREGATE, NO. 53 (FOR BASE)
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1/2" PREFORMED JOINT MATERIAL REQ'D. IF DRIVE ABUTS CONCRETE
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= 8" FOR CONCRETE CENTER CURB TYPE "C"
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2 1/2"
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1 1/2" R.
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0" - 1 1/2"
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6'-6" TYPE "C"
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SECTION A - A
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T = NORMAL PAVEMENT DEPTH
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TYPE "C"
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NOT TO SCLAE
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0" - 1 1/2"
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2 1/2"
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1:8 BATTER
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CLASS "A" CONCRETE
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KEYWAY JOINT
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SECTION B - B
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AS SPECIFIED
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SLOPE 1/8" PER FT.
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1 1/2" R.
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A
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2 1/2"
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2 1/2"
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B
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KEYWAY JOINT
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B
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KEYWAY JOINT
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T
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A
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T
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JOINT MATERIAL
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3/8" PREFORMED
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VARIABLE,
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VARIABLE,
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1
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1
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1
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INSTALL "V-LOC" SOCKET
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SYSTEM WITH SIGN
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CONCRETE CENTER CURB
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6"
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20"
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18"
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12"
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CURB TYPE III
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NOT TO SCLAE
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1"R
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EXIST.
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PAVEMENT
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12"
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SAWCUT EXISTING PAVEMENT
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SPECIAL CONCRETE
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of
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Sheet
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W.O.
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RES.
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Designed by:
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Checked by:
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Drawn by:
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M. GRAY
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R. REYNOLDS
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M. TREVINO
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22
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25
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S.T.
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0143CC
DETAILS
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
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GENERAL NOTES
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CURB RAMP TYPE C
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NOT TO SCALE
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6"
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VARIABLE
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CURB ELEVATION
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8.3%%%
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A
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A
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1'-0"
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5'-0"
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1'-0"
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UTILITY STRIP
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MIN.
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5'-0"
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SIDEWALK
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UTILITY STRIP
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1'-0"
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5'-0"
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1'-0"
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UTILITY STRIP
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SECTION A-A
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2
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1
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2'-0"
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2
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PAVEMENT
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SLOPE
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2.0%%% MAX.
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5'-0"
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4
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2'-0"
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SLOPE 8.3%%% MAX.
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VARIES
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6"
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5
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CURB
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6
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JOINT
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3
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SIDEWALK
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4
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6
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MAX
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1/2" PREFORMED
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JOINT MATERIAL
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UTILITY STRIP
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1/2" PREFORMED
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JOINT MATERIAL
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1/2" PREFORMED
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JOINT MATERIAL
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2
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3
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4
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5
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6
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THESE DIMENSIONS ARE BASED ON A 6" CURB HEIGHT, AND SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS.
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A 4'-0" MINIMUM WIDTH RAMP MAY BE USED WHEN EXISTING SPACE PROHIBITS THE CONSTRUCTION OF THE 5'-0" WIDE RAMP.
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THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF THE ADJACENT PAVEMENT AND GUTTER LINE.
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TURNING SPACE AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 2.0% IN ANY DIRECTION. WHERE SITE INFEASIBILITY PRECLUDES A TURNING SPACE SLOPE OF 2.0% IN ANY DIRECTION, THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 2.0%. A TURNING SPACE (4.0 FT) MINIMUM BY (4.0 FT) MINIMUM SHALL BE PROVIDED AT THE TOP OF THE CURB RAMP AND SHALL BE PERMITTED TO OVERLAP OTHER TURNING SPACES AND CLEAR SPACES. WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF THE SIDEWALK, THE TURNING SPACE SHALL BE (4.0 FT) MINIMUM BY (5.0 FT) MINIMUM. THE (5.0 FT) DIMENSION SHALL BE PROVIDED IN THE DIRECTION OF THE RAMP RUN.
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THE RUNNING SLOPE OF THE CURB RAMP SHALL CUT THROUGH OR SHALL BE BUILT UP TO THE CURB AT RIGHT ANGLES OR SHALL MEET THE GUTTER GRADE BREAK AT RIGHT ANGLES WHERE THE CURB IS CURVED. THE RUNNING SLOPE OF THE CURB SHALL BE 5.0% MINIMUM AND 8.3% MAXIMUM BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED (15.0 FT). THE RUNNING SLOPE OF THE TURNING SPACE SHALL BE 2.0% MAXIMUM.
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DETECTABLE WARNING SURFACE SHALL BE BRICK RED IN COLOR. SEE SPECIAL PROVISIONS FOR ACCEPTED TACTILE WARNING UNITS.
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1
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GENERAL NOTES
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SECTION A-A
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CURB ELEVATION
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UTILITY STRIP
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SLOPE
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SIDEWALK
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6"
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5'-0"
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5'-0"
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1'-0"
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UTILITY
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A
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5'-0"
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MAX
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5'-0"
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1'-0"
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A
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10.0%%%
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MAX
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8.3%%%
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SIDEWALK
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VARIES
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PAVEMENT
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SLOPE
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2.0%%% MAX.
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5'-0"
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4
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2'-0"
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SLOPE 8.3%%% MAX.
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VARIES
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6"
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5
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CURB
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6
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JOINT
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3
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SIDEWALK
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5'-0"
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1
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2
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2
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1
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2'-0"
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6
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10.0%%% MAX.
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1/2" PREFORMED
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JOINT MATERIAL
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1/2" PREFORMED
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JOINT MATERIAL
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1/2" PREFORMED
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JOINT MATERIAL
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4
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CURB RAMP TYPE D
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NOT TO SCALE
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STRIP
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2
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3
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4
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5
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6
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THESE DIMENSIONS ARE BASED ON A 6" CURB HEIGHT, AND SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS.
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A 4'-0" MINIMUM WIDTH RAMP MAY BE USED WHEN EXISTING SPACE PROHIBITS THE CONSTRUCTION OF THE 5'-0" WIDE RAMP.
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THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF THE ADJACENT PAVEMENT AND GUTTER LINE.
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TURNING SPACE AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 2.0% IN ANY DIRECTION. WHERE SITE INFEASIBILITY PRECLUDES A TURNING SPACE SLOPE OF 2.0% IN ANY DIRECTION, THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 2.0%. A TURNING SPACE (4.0 FT) MINIMUM BY (4.0 FT) MINIMUM SHALL BE PROVIDED AT THE TOP OF THE CURB RAMP AND SHALL BE PERMITTED TO OVERLAP OTHER TURNING SPACES AND CLEAR SPACES. WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF THE SIDEWALK, THE TURNING SPACE SHALL BE (4.0 FT) MINIMUM BY (5.0 FT) MINIMUM. THE (5.0 FT) DIMENSION SHALL BE PROVIDED IN THE DIRECTION OF THE RAMP RUN.
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THE RUNNING SLOPE OF THE CURB RAMP SHALL CUT THROUGH OR SHALL BE BUILT UP TO THE CURB AT RIGHT ANGLES OR SHALL MEET THE GUTTER GRADE BREAK AT RIGHT ANGLES WHERE THE CURB IS CURVED. THE RUNNING SLOPE OF THE CURB SHALL BE 5.0% MINIMUM AND 8.3% MAXIMUM BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED (15.0 FT). THE RUNNING SLOPE OF THE TURNING SPACE SHALL BE 2.0% MAXIMUM.
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DETECTABLE WARNING SURFACE SHALL BE BRICK RED IN COLOR. SEE SPECIAL PROVISIONS FOR ACCEPTED TACTILE WARNING UNITS.
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1
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6"
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CURB RAMP TYPE M
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SECTION A-A
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MIN.
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RAISED
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1'-0"
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5'-0"
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1'-0"
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MEDIAN
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RAISED
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MEDIAN
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CURB ELEVATION
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PAVEMENT
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PAVEMENT
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WIDTH OF
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5.0%%% MAX
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MEDIAN VARIES
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6"
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GENERAL NOTES
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SHALL BE FLUSH WITH THE EDGE OF THE
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THE BOTTOM EDGE OF THE CURB RAMP
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ADJACENT PAVEMENT AND GUTTER LINE.
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2
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2'-0"
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6
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2
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2
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5.0%%% MAX
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MAX
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5.0%%%
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MAX
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5.0%%%
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1/2" PREFORMED
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JOINT MATERIAL
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1/2" PREFORMED
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JOINT MATERIAL
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2'-0"
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6
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WIDTH OF MEDIAN
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VARIES
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5'-0"
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MIN.
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1'-0"
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1'-0"
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A
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1/2" PREFORMED
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JOINT MATERIAL
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A
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2'-0"
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6
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2'-0"
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6
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DETECTABLE WARNING SURFACE SHALL BE BRICK
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FOR ACCEPTED TACTILE WARNING UNITS.
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6
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RED IN COLOR. SEE SPECIAL PROVISIONS
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2'-0"
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MIN.
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6"
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CURB ELEVATION
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SIDEWALK
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6'-0"
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VARIES 4'-0" MIN.
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6'-0"
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SIDEWALK
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SLOPE
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8.3%%% MAX.
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SLOPE
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8.3%%% MAX.
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RAMP LESS THAN 6'-0"
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PAVEMENT
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6" CURB
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6"
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JOINT
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SECTION A-A
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CURB
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GENERAL NOTES
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3
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2'-0"
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6
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2
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2
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CURB
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1/2" PREFORMED
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JOINT MATERIAL
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SIDEWALK
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1/2" PREFORMED
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JOINT MATERIAL
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SIDEWALK
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2.0%%%
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BOTTOM
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RAMP
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WIDTH
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6'-0"
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VARIES
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1/2" PREFORMED
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JOINT MATERIAL
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MAX.
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2'-0"
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6
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2
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8.3%%%
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8.3%%%
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CURB
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1/2" PREFORMED
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JOINT MATERIAL
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A
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A
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MAX
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MAX
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6'-0"
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2
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CURB RAMP BE SHALL NOT BE USED ON
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NEW CONSTRUCTION, BUT ONLY WHEN FIELD
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CONDITIONS WARRANT FOR EXISTING SIDEWALK
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ALTERATIONS. THIS RAMP REQUIRES CITY
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ENGINEER'S APPROVAL.
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NOTE:
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CURB RAMP TYPE F
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NOT TO SCALE
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2
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3
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6
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THESE DIMENSIONS ARE BASED ON A 6" CURB HEIGHT, AND SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS.
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A 4'-0" MINIMUM WIDTH RAMP MAY BE USED WITH ENGINEERS APPROVAL WHEN EXISTING SPACE PROHIBITS THE CONSTRUCTION OF THE 6'-0" WIDE RAMP.
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THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF THE ADJACENT PAVEMENT AND GUTTER LINE.
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DETECTABLE WARNING SURFACE SHALL BE BRICK RED IN COLOR. SEE SPECIAL PROVISIONS FOR ACCEPTED TACTILE WARNING UNITS.
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1
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SLOPE 2.0%%% MAX.
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SIDEWALK
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A
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A
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SECTION A-A
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6"
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CURB ELEVATION
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SIDEWALK
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5'-0"
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SIDEWALK
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SLOPE 10%%% MAX.
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SLOPE 10%%% MAX.
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CURB
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JOINT
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6'-0"
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SLOPE 8.3%%% MAX.
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4'-0"
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PAVEMENT
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4'-0"
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6'-0"
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8.3%%%
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JOINT MATERIAL
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1/2" PREFORMED
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10.0 %%%
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10.0%%%
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5'-0"
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5'-0"
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5'-0"
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SIDEWALK
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5'-0"
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5'-0"
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6"
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MIN.
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MAX.
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MAX.
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MAX.
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SAW
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SAW
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SLOPE
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2.0%%% MAX.
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1
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2
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1
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4
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1
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2'-0"
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5
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1
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2
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1
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6
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4
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3
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5'-0"
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CURB RAMP TYPE A
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NOT TO SCALE
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1
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GENERAL NOTES
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2
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3
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4
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5
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6
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1/2" PREFORMED
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JOINT MATERIAL
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1/2" PREFORMED
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JOINT MATERIAL
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1/2" PREFORMED
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JOINT MATERIAL
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SAW
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2'-0"
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6
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THESE DIMENSIONS ARE BASED ON A 6" CURB HEIGHT, AND SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS.
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A 4'-0" MINIMUM WIDTH RAMP MAY BE USED WHEN EXISTING SPACE PROHIBITS THE CONSTRUCTION OF THE 5'-0" WIDE RAMP.
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THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF THE ADJACENT PAVEMENT AND GUTTER LINE.
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TURNING SPACE AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 2.0% IN ANY DIRECTION. WHERE SITE INFEASIBILITY PRECLUDES A TURNING SPACE SLOPE OF 2.0% IN ANY DIRECTION, THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 2.0%. A TURNING SPACE (4.0 FT) MINIMUM BY (4.0 FT) MINIMUM SHALL BE PROVIDED AT THE TOP OF THE CURB RAMP AND SHALL BE PERMITTED TO OVERLAP OTHER TURNING SPACES AND CLEAR SPACES. WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF THE SIDEWALK, THE TURNING SPACE SHALL BE (4.0 FT) MINIMUM BY (5.0 FT) MINIMUM. THE (5.0 FT) DIMENSION SHALL BE PROVIDED IN THE DIRECTION OF THE RAMP RUN.
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THE RUNNING SLOPE OF THE CURB RAMP SHALL CUT THROUGH OR SHALL BE BUILT UP TO THE CURB AT RIGHT ANGLES OR SHALL MEET THE GUTTER GRADE BREAK AT RIGHT ANGLES WHERE THE CURB IS CURVED. THE RUNNING SLOPE OF THE CURB SHALL BE 5.0% MINIMUM AND 8.3% MAXIMUM BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED (15.0 FT). THE RUNNING SLOPE OF THE TURNING SPACE SHALL BE 2.0% MAXIMUM.
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DETECTABLE WARNING SURFACE SHALL BE BRICK RED IN COLOR. SEE SPECIAL PROVISIONS FOR ACCEPTED TACTILE WARNING UNITS.
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of
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W.O.
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RES.
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Designed by:
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Checked by:
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Drawn by:
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M. GRAY
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R. REYNOLDS
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M. TREVINO
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23
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25
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S.T.
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0143CC
(TYP.)
6"
24
"
24"
35 7/16"
VA
RIE
S T
O 5
2"
24"
6"
(TYP.)
8"
35 7/16"
1
2
"
Obstructed.
Standards.
Pipe Connection Notes:
Inlet and Outlet Pipes Shall Extend Through the Box Inlet Walls
a Sufficient Distance to Allow for Placement of Grouting Material Around
the Pipe Diameter Both Inside and Outside of the Structure Wall, Preventing
Leakage Around the Pipes Outer Surface. Inlet and Outlet Pipes Shall Not
Extend Through the Inlet or Manhole Wall to Such a Degree that Flow is
Holes for Connections of Storm Sewer Pipes Shall be Preformed by the
Manufacturer, or Field Cut or Drilled. At No Time Shall the Pipe Hole Exceed
the Outer Pipe Diameter Plus Four-Inches (O.D. + 4"), to Ensure a Proper
Connection is Achieved. Should the Contractor Elect to Use Box Inlet
Structures with Preformed Thin Wall "Knock-outs", the Balance
of the "Knock-out" Area not Occupied by the Pipe Connection and All
Remaining Unused "Knock-outs" Shall be Filled with 4000 psi Class A
Concrete to a Finished Wall Thickness Not Less Than Required by these
The Annular Space Between the Pipe and the Box Inlet Wall Shall
be Filled Inside and Outside with a Grout Mixture Composed of
2 parts of No. 23 Fine Aggregate and One Part Portland Cement.
60
" M
AX
IM
UM
D
EP
TH
.
MASTIC TYPE
SEALANT 1/2"
MINIMUM
THICKNESS
AND 4"
MINIMUM
24" 24"
Will be Accepted.
Rubber Gasket Manufactured and Installed in Accordance with ASTM C 923
As an Alternative, Pipe Connections to Box Inlet Utilizing an Approved
11
"
Casting
2' x 2' Curb and Gutter Grate or 2' x 2' Alley Casting
NOTE:
Reinforcing Steel Per ASTM C-890
PIPE
POURED REINFORCED CONCRETE BASE
WIDTH
DIAMETER MAXIMUM
PIPE
2' X 2' INLET
D
O
C
I
N
Y
T
I
F
F
O
E
K
-
K
I
E
N
AI
A
Y
A
W
T
R
N
O
-
G
A
N
Scale: N.T.S.
Created: January 1, 2002
STR-32-1
City Utilities
Design Standards
Manual
Revised: October 30, 2015
NOTES:
1. ASTM A48-83 CLASS 35B
2. ALL BEARING SURFACES TO
BE MACHINED
FRAME AND GRATE
NEENAH R-3010 W/GRATE TYPE A &
ENVIRONMENTAL LETTERING/SYMBOLS
"DUMP NO WASTE!
DRAINS TO RIVER"
MESSAGE WITH FISH IMAGE
REQUIRED ON ALL CASTINGS
BOLT CURB BOX TO FRAME
W/ (3) 1/2"-13 X 2 1/2"
STEEL HEX BOLT, FLAT WASHER
& STL. NUT (KIT NO. 95572)
MADE IN USANEENAH FOUNDRY CO
DRAINS TO RIVER
NO
DUMPING
20 1/2"
23 3/4"
35 7/16"
10
7
/1
6"
7"
4 7/8"
1 1/2" RAD.
16 1/8"1/2"
8"
16 1/16"
2"
INLET
INLET SHALL NOT BE PLACED
AT ENTRANCE OF ANY ADA
CERTIFIED RAMPS.
INLET
SMOOTH TRANSITION TO BE
MAINTAINED WHEN PLACING
INLET WITHIN CURB RADIUS.
22 13/16"
2"
24"
24 1/8"
23 3/16"
20 1/2"
25"
35 7/16"
A A
B
B
FRAME SECTION A-A FRAME SECTION B-B
5/8"
1 1
/8
"
5
°
"
(3) 5/8" WIDE
BOLT SLOTS
5/8" RAD.
BOLT SLOT DETAIL
C C
GRATE SECTION C-C GRATE SECTION B-B
RAMP
DOWN
DRAINS TO RIVER
DUMPING
NO
12"
2 1
/2
"
LOGO DETAIL
TYPE A GRATE
144 SQ. IN.
OPEN AREA
INLET
2' X 2' CURB AND GUTTER CASTING
D
O
C
I
N
Y
T
I
F
F
O
E
K
-
K
I
E
N
AI
A
Y
A
W
TR
N
O
-
G
A
N
Scale: N.T.S.
Revised: October 28, 2015
Created: January 1, 2002
C-10-1
City Utilities
Design Standards
Manual
NOTES:
1. FOR USE ON 6" AND 8" WATER MAINS.
2. NEW WATER MAIN TO BE HDPE DR11.
3. TOTAL LENGTH OF LOWERING SHALL NOT EXCEED 40 FT FOR A SWABBED DISINFECTION CONNECTION.
4. STAINLESS STEEL STIFFENERS AND MEGALUGS SHALL NOT BE USED ON HDPE; USE EF COUPLINGS OR
BUTT FUSION.
18" MIN.
PROPOSED STORM SEWER
NOTES:
1. PIPE MATERIAL TO BE HDPE DR11.
2. TOTAL LENGTH OF LOWERING SHALL NOT EXCEED 40 FEET FOR A SWABBED DISINFECTION CONNECTION.
3. STAINLESS STEEL STIFFENERS AND MEGALUGS SHALL NOT BE USED ON HDPE; USE EF COUPLINGS OR
BUTT FUSION.
ADAPTER TO
EXISTING PIPE
BEND HDPE PIPE
AROUND CONFLICT
HDPE THRUST RESTRAINT
SEE DETAIL W-60
HDPE THRUST RESTRAINT
SEE DETAIL W-60
ADAPTER TO
EXISTING PIPE
MJ ADAPTOR
MJ ADAPTOR
18" MIN.
PROPOSED STORM SEWER
ADAPTER TO
EXISTING PIPE
22.5° FABRICATED
BENDS MADE FROM
DR9 HDPE
HDPE THRUST RESTRAINT
SEE DETAIL W-60
HDPE THRUST RESTRAINT
SEE DETAIL W-60
ADAPTER TO
EXISTING PIPE
NEW WATER
MAIN
MJ ADAPTOR
MJ ADAPTOR
INDOT NO. 8
LIMESTONE BETWEEN
PIPES
INDOT NO. 8
LIMESTONE BETWEEN
PIPES
WATER MAIN LOWERING
D
O
C
I
N
Y
T
I
F
F
O
E
K
-
K
I
E
N
AI
A
Y
A
W
T
R
N
O
-
G
A
N
Scale: N.T.S.
Created: April 22, 2016
W-63
City Utilities
Design Standards
Manual
Revised: November 8, 2016
DETAILS
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.
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W.O.
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RES.
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Designed by:
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Checked by:
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Drawn by:
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M. GRAY
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R. REYNOLDS
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M. TREVINO
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24
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25
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S.T.
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0143CC
TEMPORARY TRAFFIC CONTROL
NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.