n. anthony blvd. - home - city of fort wayne...n. anthony blvd. ss u u u u n. anthony blvd. ss ss ss...

N. ANTHONY BLVD.

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NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.CONCRETE CONSTRUCTION DETAILS

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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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5' WALK

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1+60

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3+00

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48" ST

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48" ST

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0+86

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7' R

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3' R

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5' WALK

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3308 N. ANTHONY

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3220 N. ANTHONY

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3109 N. ANTHONY

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3209-3215 N. ANTHONY

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3311 N. ANTHONY

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5' WALK

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8' WALK

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5' WALK

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4" W

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4" W

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48" ST

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48" ST

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18" ST

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12" ST

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4" W

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4" W

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3504 N. ANTHONY

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SHOPPING CENTER

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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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0143CC

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MATCH LINE STA. 6+00 "A"

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LEGEND

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CURB REMOVAL

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CONCRETE SIDEWALK 4"

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CONCRETE CURB FACE WALK

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CONCRETE WINGWALK & CURB RAMPS

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CONCRETE CENTER CURB, TYPE "C"

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CONCRETE FOR COMMERICAL DRIVES 8"

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CONCRETE CURB, TYPE III

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CURB ON BACK OF WALK 6"

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RC

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RM

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ADJUST CASTING TO GRADE

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REMOVAL OF CONCRETE PAVEMENT

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REMOVAL OF CONC. (INCLUDES MEDIAN)

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NEW CONSTRUCTION

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FULL DEPTH SAWING

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1

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2' X 3' CURB & GUTTER CASTING

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HMA FOR PATCHING

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6

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8.5" 25 mm BASE, TYPE C OVER

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6" COMPACTED AGGREGATE BASE, No. 53

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CONCRETE CURB, TYPE II-A

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CONCRETE CURB, TYPE III (MODIFIED)

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DEPICTED ON DRAWINGS ARE APPARENT

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RIGHT-OF-WAY & PROPERTY LINES.

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ALL RIGHT-OF-WAY & PROPERTY LINES

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NOTE:

N. ANTHONY BLVD.

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5' WALK

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8' WALK

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5' WALK

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8' WALK

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13+65

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13+70

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3.5' R

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14+88

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15+07

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15+22

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15+34

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15+58

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16+40

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0+00

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3535 N. ANTHONY

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1601 ST. JOE RIVER DR.

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CONCORDIA LUTHERAN SCHOOL

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3602 N. ANTHONY

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3620 N. ANTHONY

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ZOLLNER STADIUM

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3504 N. ANTHONY

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8' WALK

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5' WALK

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5' WALK

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21+00

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3620 N. ANTHONY

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ZOLLNER STADIUM

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RM

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NEW CONSTRUCTION

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FULL DEPTH SAWING

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1

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8' WALK

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5' WALK

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BUS

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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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21+94

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2'

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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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REPLACE 10' ± L.F. OF 12" R.C.P.

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3620 N. ANTHONY

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ZOLLNER STADIUM

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3701 N. ANTHONY

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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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31+50

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31+90

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8' ASPHALT WALK

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4' R

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8' ASPHALT WALK

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3800 N. ANTHONY

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IVY TECH SCHOOL

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25

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RC

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CURB RAMP TYPE "D"

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RM

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FULL DEPTH SAWING

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NOTE:

ST. JOE RIVER DR.ST

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ASPH. OVER

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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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ASPH. OVER

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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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8' WALK

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ASPHALT

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13+65

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13+70

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3.5' R

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LINE "S1A"

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LINE "S2A"

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0+00

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3535 N. ANTHONY

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3602 N. ANTHONY

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3504 N. ANTHONY

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NEW CONSTRUCTION

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FULL DEPTH SAWING

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N. ANTHONY BLVD.

NORTH ANTHONY BOULEVARDCRESENT AVE. TO COLISEUM BLVD.

MILLING & ASPHALT PLAN

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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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CONC.

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CONC.

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CONC.

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START PROJECT

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STA. 0+49 "A"

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EXISTING

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ASPHALT

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EXISTING

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ASPHALT

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EXISTING

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CONCRETE

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48" ST.

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EXISTING

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CONCRETE

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EXISTING

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CONCRETE

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48" ST.

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1+60

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2+73

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3+00

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3308 N. ANTHONY

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3220 N. ANTHONY

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3109 N. ANTHONY

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3209-3215 N. ANTHONY

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3225 N. ANTHONY

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3235 N. ANTHONY

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3247 N. ANTHONY

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3305 N. ANTHONY

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3311 N. ANTHONY

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781.96

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782.39

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782.62

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782.48

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781.78

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780.82

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778.92

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778.03

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777.31

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SCALE 1"=20'

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FIBERMAT TYPE B

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TRANSITION PCCP MILLING (VARIABLE DEPTH)

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2", 19 mm INTERMEDIATE, TYPE C

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8.5", 25 mm BASE, TYPE C OVER

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6" COMPACTED AGGREGATE FOR BASE, NO. 53

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4" W

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CONCRETE

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CONCRETE

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EXISTING

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CONCRETE

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3311 N. ANTHONY

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3407 N. ANTHONY

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3413 N. ANTHONY

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3417 N. ANTHONY

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3423 N. ANTHONY

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3504 N. ANTHONY

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SHOPPING CENTER

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3535 N. ANTHONY

AutoCAD SHX Text

777.31

AutoCAD SHX Text

776.75

AutoCAD SHX Text

776.36

AutoCAD SHX Text

775.95

AutoCAD SHX Text

775.62

AutoCAD SHX Text

775.25

AutoCAD SHX Text

774.88

AutoCAD SHX Text

775.51

AutoCAD SHX Text

774.15

AutoCAD SHX Text

773.85

AutoCAD SHX Text

SCALE 1"=20'

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NOTE:

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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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7

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25

AutoCAD SHX Text

S.T.

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0143CC

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FIBERMAT TYPE B

AutoCAD SHX Text

2.5" PCCP MILLING

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

FULL DEPTH SAWING

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

4

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HMA FOR PATCHING

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6

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AutoCAD SHX Text


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Z

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7

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NOTE:

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5' WALK

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8' WALK

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8' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

8' WALK

AutoCAD SHX Text

3504 N. ANTHONY

AutoCAD SHX Text

SHOPPING CENTER

AutoCAD SHX Text

3535 N. ANTHONY

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3602 N. ANTHONY

AutoCAD SHX Text

3620 N. ANTHONY

AutoCAD SHX Text

ZOLLNER STADIUM

AutoCAD SHX Text

0.0

AutoCAD SHX Text

775.16

AutoCAD SHX Text

775.61

AutoCAD SHX Text

776.70

AutoCAD SHX Text

776.08

AutoCAD SHX Text

775.80

AutoCAD SHX Text

PROP. INVERT

AutoCAD SHX Text

PROPOSED CASTING ELEV. 774.62

AutoCAD SHX Text

PROP. INVERT

AutoCAD SHX Text

EXIST. INVERT

AutoCAD SHX Text


AutoCAD SHX Text

EXISTING CASTING ELEV. 774.63

AutoCAD SHX Text

12" RCP @ 0.8%

AutoCAD SHX Text

STA. 13+18

AutoCAD SHX Text

STA. 13+50

AutoCAD SHX Text

ELEV. 769.46

AutoCAD SHX Text

ELEV. 770.00

AutoCAD SHX Text

ELEV. 770.25

AutoCAD SHX Text

SCALE 1"=20'

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AutoCAD SHX Text


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NOTE:

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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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8

AutoCAD SHX Text

25

AutoCAD SHX Text

S.T.

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0143CC

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FIBERMAT TYPE B

AutoCAD SHX Text

2.5" PCCP MILLING

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

FULL DEPTH SAWING

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

4

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HMA FOR PATCHING

AutoCAD SHX Text

6

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Z

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7

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NOTE:

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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

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

3602 N. ANTHONY

AutoCAD SHX Text

ZOLLNER STADIUM

AutoCAD SHX Text


AutoCAD SHX Text

3701 N. ANTHONY

AutoCAD SHX Text

776.15

AutoCAD SHX Text

SCALE 1"=20'

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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

AutoCAD SHX Text

9

AutoCAD SHX Text

25

AutoCAD SHX Text

S.T.

AutoCAD SHX Text

0143CC

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FIBERMAT TYPE B

AutoCAD SHX Text

2.5" PCCP MILLING

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

FULL DEPTH SAWING

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

4

AutoCAD SHX Text

HMA FOR PATCHING

AutoCAD SHX Text

6

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AutoCAD SHX Text


AutoCAD SHX Text


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Z

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7

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NOTE:

SS

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AutoCAD SHX Text

8' CONC. WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

BUS

AutoCAD SHX Text

HUT

AutoCAD SHX Text

8' ASPHALT WALK

AutoCAD SHX Text

6' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

BUS

AutoCAD SHX Text

HUT

AutoCAD SHX Text

STA. 27+86

AutoCAD SHX Text

STA. 28+63

AutoCAD SHX Text

3800 N. ANTHONY

AutoCAD SHX Text

IVY TECH SCHOOL

AutoCAD SHX Text

3701 N. ANTHONY

AutoCAD SHX Text

PROP. 12" R.C.P. INV. ELEV. 772.02

AutoCAD SHX Text

EXIST. RIM ELEV. 775.02

AutoCAD SHX Text

SCALE 1"=20'

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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

AutoCAD SHX Text

10

AutoCAD SHX Text

25

AutoCAD SHX Text

S.T.

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0143CC

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FIBERMAT TYPE B

AutoCAD SHX Text

2.5" PCCP MILLING

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

FULL DEPTH SAWING

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

4

AutoCAD SHX Text

HMA FOR PATCHING

AutoCAD SHX Text

6

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Z

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7

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NOTE:

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CO

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AutoCAD SHX Text

6' WALK

AutoCAD SHX Text

6' WALK

AutoCAD SHX Text

30+00

AutoCAD SHX Text

31+00

AutoCAD SHX Text

END PROJECT

AutoCAD SHX Text

STA. 31+91 "A"

AutoCAD SHX Text

3800 N. ANTHONY

AutoCAD SHX Text

IVY TECH SCHOOL

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SCALE 1"=20'

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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

AutoCAD SHX Text

11

AutoCAD SHX Text

25

AutoCAD SHX Text

S.T.

AutoCAD SHX Text

0143CC

AutoCAD SHX Text


AutoCAD SHX Text

FIBERMAT TYPE B

AutoCAD SHX Text

2.5" PCCP MILLING

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

FULL DEPTH SAWING

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

4

AutoCAD SHX Text

HMA FOR PATCHING

AutoCAD SHX Text

6

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


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Z

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7

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NOTE:

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ASPH. OVER

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

ASPH. OVER

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

8' WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

3504 N. ANTHONY

AutoCAD SHX Text

SHOPPING CENTER

AutoCAD SHX Text

3535 N. ANTHONY

AutoCAD SHX Text

3602 N. ANTHONY

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PROP. INV. ELEV. 770.25

AutoCAD SHX Text

PROP. INV. ELEV. 770.00

AutoCAD SHX Text

EXIST. INV. ELEV. 769.46

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

774.60

AutoCAD SHX Text

774.51

AutoCAD SHX Text

774.21

AutoCAD SHX Text

774.08

AutoCAD SHX Text

EXISTING CASTING ELEV. 774.63

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

EXIST. 6"

AutoCAD SHX Text

SCALE 1"=20'

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NOTE:

AutoCAD SHX Text

A

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RES.

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Designed by:

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Checked by:

AutoCAD SHX Text

Drawn by:

AutoCAD SHX Text

M. Gray

AutoCAD SHX Text

R. Reynolds

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M. TREVINO

AutoCAD SHX Text

12

AutoCAD SHX Text

25

AutoCAD SHX Text

S.T.

AutoCAD SHX Text

0143CC

AutoCAD SHX Text

FIBERMAT TYPE B

AutoCAD SHX Text

2.5" PCCP MILLING

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

FULL DEPTH SAWING

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

4

AutoCAD SHX Text

HMA FOR PATCHING

AutoCAD SHX Text

6

AutoCAD SHX Text


AutoCAD SHX Text


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Z

AutoCAD SHX Text


AutoCAD SHX Text

7

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

NOTE:

N. ANTHONY BLVD.

N. ANTHONY BLVD.

PAVEMENT MARKING PLANS


AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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5' WALK

AutoCAD SHX Text

8' WALK

AutoCAD SHX Text

8' WALK

AutoCAD SHX Text

8' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

10+15

AutoCAD SHX Text

11+70

AutoCAD SHX Text

SCALE 1"=20'

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NOTE:

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A

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G

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W.O.

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RES.

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Designed by:

AutoCAD SHX Text

Checked by:

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Drawn by:

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M. Gray

AutoCAD SHX Text

R. Reynolds

AutoCAD SHX Text

M. TREVINO

AutoCAD SHX Text

13

AutoCAD SHX Text

25

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S.T.

AutoCAD SHX Text

0143CC

AutoCAD SHX Text

LEGEND

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GRIND EXISTING STRIPING

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19

AutoCAD SHX Text

TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR, 24"

AutoCAD SHX Text

21

AutoCAD SHX Text

LINE, EPOXY PAINT, SOLID WHITE, 4"

AutoCAD SHX Text

22

AutoCAD SHX Text

LINE, EPOXY PAINT, BROKEN WHITE, 4"

AutoCAD SHX Text

23

AutoCAD SHX Text

LINE, EPOXY PAINT, SOLID YELLOW, 4"

AutoCAD SHX Text

24

AutoCAD SHX Text

LINE, EPOXY PAINT, BROKEN YELLOW, 4"

AutoCAD SHX Text

25

AutoCAD SHX Text

PAVEMENT MESSAGE MARKING, THERMOPLASTIC,

AutoCAD SHX Text

26

AutoCAD SHX Text

LANE INDICATION ARROW, SINGLE OR DOUBLE

AutoCAD SHX Text

LINE, THERMOPLASTIC, SOLID WHITE, 8"

AutoCAD SHX Text

27

AutoCAD SHX Text

TRANSVERSE MARKING, THERMOPLASTIC, SOLID WHITE, 12"

AutoCAD SHX Text

28

AutoCAD SHX Text

TRANSVERSE MARKING, THERMOPLASTIC, PIANO KEY, 24"

AutoCAD SHX Text

29

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


N. ANTHONY BLVD.

N. ANTHONY BLVD.

ST

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5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

8' WALK

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8' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

5' WALK

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8' WALK

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17+00

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16+00

AutoCAD SHX Text

15+52

AutoCAD SHX Text

14+88

AutoCAD SHX Text

(TYPICAL)

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13+70

AutoCAD SHX Text

14+00

AutoCAD SHX Text

15+00

AutoCAD SHX Text

16+80

AutoCAD SHX Text

16+40

AutoCAD SHX Text

12+50

AutoCAD SHX Text

1+00

AutoCAD SHX Text

0+59

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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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R. Reynolds

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M. TREVINO

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14

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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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19

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21

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22

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MATCH LINE STA. 2+00 "S1A"

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N. ANTHONY BLVD.

N. ANTHONY BLVD.

CO

LIS

EU

M B

LVD

.



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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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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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24+50

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26+00

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24+70

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25+70

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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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31+50

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30+35

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30+15

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31+90

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SCALE 1"=20'

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15

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25

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LEGEND

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19

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21

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22

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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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13+70

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12+50

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1+00

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1+80

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0+59

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2+21

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SCALE 1"=20'

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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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16

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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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19

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21

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22

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28

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29

N. ANTHONY BLVD.

N. ANTHONY 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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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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F

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O

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D

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A

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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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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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LIRIOPE

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PRAIRIE DROPSEED

N. ANTHONY BLVD.

N. ANTHONY 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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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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LEGEND

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LIRIOPE

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PRAIRIE DROPSEED

N. ANTHONY BLVD.

N. ANTHONY BLVD.

CO

LIS

EU

M B

LVD

.


LANDSCAPING PLAN

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5' WALK

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5' WALK

AutoCAD SHX Text

5' WALK

AutoCAD SHX Text

BUS

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HUT

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8' CONC. WALK

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5' WALK

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BUS

AutoCAD SHX Text

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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F

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O

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A

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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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LEGEND

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LIRIOPE

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PRAIRIE DROPSEED



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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NOTE:

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A

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F

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O

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A

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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

AutoCAD SHX Text

6

AutoCAD SHX Text

33

AutoCAD SHX Text

3

AutoCAD SHX Text

3

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LIRIOPE SPICATA

AutoCAD SHX Text

GLEDITSIA TRIACANTHOS VAR. INERMIS "SKYCOLE"

AutoCAD SHX Text

PLATANUS X ACERFOLIA

AutoCAD SHX Text

GYMNOCLADUS DIOICUS "ESPRESSO"

AutoCAD SHX Text

ULMUS "PATRIOT"

AutoCAD SHX Text

SPOROBOLUS HETEROLEPIS

AutoCAD SHX Text

QUART CONTINER

AutoCAD SHX Text

2" CALIPAR B&B

AutoCAD SHX Text

2" CALIPAR B&B

AutoCAD SHX Text

2" CALIPAR B&B

AutoCAD SHX Text

2" CALIPAR B&B

AutoCAD SHX Text

QUART CONTAINER

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12" O.C.

AutoCAD SHX Text

40 O.C.

AutoCAD SHX Text

40' O.C.

AutoCAD SHX Text

40' O.C.

AutoCAD SHX Text

40' O.C.

AutoCAD SHX Text

18" O.C.

AutoCAD SHX Text

LEGEND

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LIRIOPE

AutoCAD SHX Text

PRAIRIE DROPSEED

AutoCAD SHX Text

SEE SHEET No. 17

AutoCAD SHX Text

SEE SHEET No. 18

Typical Section #2

Typical Section #1

Typical Section #3

TYPICAL CROSS SECTIONS


AutoCAD SHX Text

3.5"

AutoCAD SHX Text

2%

AutoCAD SHX Text

4%

AutoCAD SHX Text

2%

AutoCAD SHX Text

4%

AutoCAD SHX Text

PLANTING SOIL

AutoCAD SHX Text

ISLAND WIDTH VARIES

AutoCAD SHX Text

TYPICAL STREET SECTION

AutoCAD SHX Text

(LINE "A" & LINE "S2A")

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

WIDTH VARIES

AutoCAD SHX Text

WIDTH VARIES

AutoCAD SHX Text

EXIST. PAVEMENT

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EXIST. PAVEMENT

AutoCAD SHX Text

EXIST./PROPOSED CURB

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EXIST./PROPOSED CURB

AutoCAD SHX Text

EXIST. CURB

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EXIST. &

AutoCAD SHX Text

PROPOSED

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CURB

AutoCAD SHX Text

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

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

3.5"

AutoCAD SHX Text

2%

AutoCAD SHX Text

WIDTH VARIES

AutoCAD SHX Text

EXIST. PAVEMENT

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EXIST. &

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PROPOSED

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CURB

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

2%

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WIDTH VARIES

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EXIST. CURB

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2.5"

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text


AutoCAD SHX Text

W/ CENTER ISLAND

AutoCAD SHX Text

(LINE "A" ONLY)

AutoCAD SHX Text


AutoCAD SHX Text

(LINE "S1A" ONLY)

AutoCAD SHX Text

2%

AutoCAD SHX Text

EXIST. PAVEMENT

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

2%

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

2

AutoCAD SHX Text

3.5"

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MILLING DEPTH VARIES

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13'

AutoCAD SHX Text

17'

AutoCAD SHX Text

PROPOSED CONCRETE

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CURBFACE WALK

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2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

PROPOSED CONCRETE

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CURBFACE WALK

AutoCAD SHX Text

7

AutoCAD SHX Text

2

AutoCAD SHX Text

7

AutoCAD SHX Text

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

AutoCAD SHX Text

3

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LEGEND

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2

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FULL DEPTH SAWING

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1

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4

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7

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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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21

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25

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S.T.

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DETAILS


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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

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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

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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


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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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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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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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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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(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

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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

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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


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


SEE DETAIL W-60


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

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Scale: N.T.S.

Created: April 22, 2016

W-63

City Utilities

Design Standards

Manual

Revised: November 8, 2016

DETAILS


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TEMPORARY TRAFFIC CONTROL


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