HomeMy WebLinkAboutC302 Utility PlanSTONE LAKEDRIVEW W
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66 65
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63 62
61
59
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NP = 898.83
2 YR = 899.05
EXISTING POND
TOP OF BANK = 900.1
SPILLWAY=899.7
*
*
*
10 YR = 899.25
100 YR = 899.60
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NP = 898.83
2 YR = 899.05
EXISTING POND
TOP OF BANK = 900.1
SPILLWAY=899.7
10 YR = 899.25
100 YR = 899.60
W
NP = 881.5
EXISTING POND
53
72
156
PRAIRIE FALCON DRIVE WWUD UD UD UD
159
160
161
162
163
164
165 166 167
179180 181
178
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168 169 170
171
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UDUDE(A) E(A) E(A) E(A)E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netWATERFRONT OF WEST CLAYSECTION FIVE "B"C302UTILITY PLANKnow what'sbelow.
before you dig.Call
R
W
S
N
E
LEGEND
= RIGHT-OF-WAY LINE
= PROPOSED STORM SEWER LINE
= EXISTING STORM SEWER LINE
= SWALE
= SSD
= SOLID WALL UNDERDRAIN
= NORMAL POOL ELEVATION
= 100-YEAR FLOOD ELEVATION
= PROPOSED SANITARY SEWER LINE
= EXISTING SANITARY SEWER LINE
= SANITARY SEWER MANHOLE
= SANITARY SEWER LATERAL
= PROPOSED WATER LINE
= FLOW DIRECTION
= EXISTING CONTOURS
= PROPOSED ELEVATION
= STORM BEEHIVE INLET
= STORM INLET
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE EASEMENT
= SANITARY SEWER DRAINAGE AND UTILITY EASEMENT
= REGULATED DRAINAGE AND UTILITY EASEMENT
= REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE
= CONCRETE END SECTION
= MATCH EXISTING
= LANDSCAPE MAINTENANCE EASEMENT
T.O.C.
INV.
RCP
M.H.
STR.
D.E.
S.S.D.&U.E.
R.D.&U.E.
R.D.U.&B.M.P.E.
ME
W
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTH
= MINIMUM FLOOD PROTECTION GRADE
= RIGHT-OF-WAY
= BACK OF CURB
= MINIMUM LOWEST ADJACENT GRADE
= MINIMUM FINISH FLOOR ELEVATION
= DENOTES MFPG & MLAG ELEVATIONS OF
PROPOSED HOME AT FRONT AND BACK
OF STRUCTURE AND MFFE. NOTE: NO PADS
TO BE CONSTRUCTED.
= EMERGENCY FLOOD ROUTE
= BUILDING SETBACK LINE
= HIGH POINT
L.M.E.
TYP.
PROP.
EX.
R.
V.W.
MFPG
ROW
B-B
MLAG
MFFE
B.S.L.
HP
UD
11/16/20