HomeMy WebLinkAboutC100 Existing ConditionsASBUILT NP = 898.93EXISTING PONDNP = 898.83
2 YR = 899.05
EXISTING POND
TOP OF BANK = 900.1
SPILLWAY=899.7
10 YR = 899.25
100 YR = 899.60
T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U)T(U) T(U) T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U) T(U)T(U)T(U) T(U) T(U)
E(A)
E(A)
E(A)
E (A )
E(A)
E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A) E(A)
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 ENGINEERS317 | 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"C100EXISTING CONDITIONS / DEMOLITION PLANKnow what'sbelow.
before you dig.Call
R
W
S
N
E
TOP OF CURB
GUTTER
WATER LINE
GAS LINE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE / INLET) CASTING
INVERT ELEVATION
SUB-SURFACE DRAINAGE
MATCH EXISTING GRADE
STRUCTURE
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
OVERHEAD UTILITY LINE
TEMPORARY BENCHMARK
TELEPHONE LINE
DRAINAGE FLOW ARROW
EXIST. STORM INLET
HVAC UNIT
EXIST. IRON PIN & OR PK (SET/FOUND)
CONCRETE END SECTION (C.E.S.)
EXIST. TELEPHONE PEDESTAL
RIGHT-OF-WAY LINE
EXIST. CONTOURS
EXIST. STORM SEWER LINE
EXIST. GAS METER
EXIST. WATER METER/VALVE
EXIST. FIRE HYDRANT
EXIST. POWER POLE/POWER POLE w/ LIGHT
EXIST. GUY ANCHOR
EXIST. GAS VALVE
EXIST. ELECTRIC METER
CLEANOUT
EXIST. SIGN
EXIST. SANITARY SEWER LINE
ELECTRIC LINE
EXIST. STORM/SAN./TELE. MANHOLE
EXIST. MONITOR WELL
MAILBOX
LIGHT POLE
EXIST. BOLLARD
TRANSFORMER
GATE POST
PARKING COUNT
HIGH DENSITY POLYETHYLENE
FLOW LINE
TOP OF WALL
PROPOSED DIRECTIONAL SIGN
EXISTING TREE LINE
W
G
OHU
T
E
BENCHMARK INFORMATION
BM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OF
ZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITS
JUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OF
DAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4
OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGE
SUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITH
THE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS
CONTROL STATION TABLET, STAMPED "BOO 54 1989".
ELEV.: 901.14 FEET (1929 DATUM)
ELEV.: 900.76 FEET (1988 DATUM)
THESE PLANS ARE BASED ON 1988 DATUM
11/16/20