HomeMy WebLinkAbout88.91.1C1 - Z Donuts Grading, Drainage and Utilities PlanAPPROX. LOCATION OF EXISTING
DRAINAGE STRUCTURES PER
STATION AVENUE CONSTRUCTION
PLAN SHEET 10 OF 45
FORSM AVENUE II
(PRIVATE WAY)
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EXISTING ED DF PAVEMENT k
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1
CB -2C J
RIM EL = 98.5
INV. IN = 95.1
INV. OUT = 95.0
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1 inch - 20 H..
LEGEND
PROPOSED
100
CONTOUR
+99.5
SPOT GRADE
+HP
HIGH POINT
EXISTING
■ BOUND
MANHOLE
HYDRANT
® TELEPHONE BOX
--100-- CONTOUR
OASTAL
NGINEEMN(
OMPANY, IN(
260 Cranberry Hwy. Orleans, MA 026
508.255.6511 Fax: 508.255.6700
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DRA WING FILE
C16229.dwl
DATE
Aev
DRAWNBY
SMR, MAF
CHECKED BY -um
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? OF 4 SHEBTS
PROJECT 70.
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