HomeMy WebLinkAboutTED4001255.1BENCH MARK: CHSD SQ WEST SIDE
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MATCH ALL EXIST. WALKS
REMOVE >r REPLACE AS REQ'D.
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------ -„--- CB#2 CB#3 c.i.INLEI
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EXIST. 12" STORM SEWER NN
REMOVE EX. CURBING -REPLACE W/STD CURB GUTTER SECTION °D
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REMOVE EXIST. C.I.
PLUG OUTLET PIPE
REMOVE EXIST. C.I.
PLUG OUTLET PIPE
CB# I CB*4 85'- 6" PIPE CONN.TO EX. DRAIN
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CURB t GUTTER TO MATCH U FW�E I i
EXIST. AT PT OF CURB �1 \0 C i v � �� I
RADIUS- TYP BOTH SIDES D
MATCH EXIST. DRWY STA. 2+25
SECTION - PROVIDE ASPH . 14 ± LT � RT
TO FACE OF SIDEWALK EXIST. 6 STORM DRAIN.
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N
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TOP STEP CONC LANDING
ST. ANTHONY'S GYM.
ELEV. 30,56
STA. 0 4 75
14- LT � RT
PROVIDE AND INSTALL 2 MATCH EXISTING
TYPE I C. B.' S DRWY SECTION
PLACE STORM DRAIN AS NOTED.
CONNECTTO EX. 12" STORM DRAIN.
CB GRATE TO BE MIN. 2" BELOW GUTTER
gp' CONC. b2wy
PREPLACE EX ASPH PARKING STRIP-- AS REQ'D — W
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CB # 2 OUTLET PIPE 27.00
40'- 6" STORM DRAIN
4 12" X 6" ADAPTER
EXIST. 12" STORM DRAIN STUB
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CONSTRUCT CEMENT CONC, CURB
GUTTER TO DESIGN GRADE
TOTAL L.F. = 522
r S = - 0. 0036% I S = 0.0040 '/,
CBS I OUTLET PIPE 2730
---I-I 0.6' CHANGE
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CB x# 2 INLET PIPE 26.70
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MaePIS 4VZ_ SD
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VtF-T. = C = 2'
PROVIDE AND INSTALL 2
TYPE I C.B.'S
PLACE STORM DRAIN AS NOTED.
CONN. TO EX. 6" STORM DRAIN.
CB GRATE TO BE MIN. 2" BELOW GUTTER.
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OO N N N 06
NN N TAPER TO
MATCH END
OF ROAD
EY/ST. 4i P,QOF/L E _ —
A P A P
S = - 0.0040%, S = 0.0056'/,
CENTERLINE PROFILE = TOP OF CURB
/-150
J�CB # 3 OUTLET PIPE 2730
CB#4 0.6' CHANGE
v
OUTLET PIPE CB#4 INLET PIPE 26.70
27.00 I'
U
85'- 6" STORM DRAIN ---A
2f 50
NOTE
CONTACT GAS CO. PRIOR TO
EXCAVATION FOR LOCATION
OF LINE AND SERVICES.
VERIFY EXISTANCE > LOCATION
\� PRIOR TO CONSTRUCTION.
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