HomeMy WebLinkAboutDevelopment PlanG
G
GGGGE E
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CCCCSANNER COURT
MILLRIDGE DRIVEN05°44'29"W (M)N06°00'43"W (P)139.66'N89°31'14"E (M)
N89°15'00"E (P)
388.95'S23°15'31"W (M)S22°59'17"W (P)122.88'N05°44'29"W (M)N06°00'43"W (P)136.85'N89°44'29"W (M)
S89°59'17"W (P)
294.50'S00°15'31"W (M)S00°00'43"E (P)257.70'DELTA=135°16'46"
R=50.00'
T=121.55'
L=118.06'
CH BRG=N10°39'00"W
CH LEN=92.48'
W
W
W
W
W
W
W W W W W W
70 70A 70B
69B
69A69
71
68
SANNER COURT ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netAMENDED PRIMARY PLAT FORKnow what's below.
before you dig.Call
R
W
S
N
E THE RESERVE AT SPRINGMILLP101PRIMARY DEVELOPMENT PLANPRIMARY PLAT
AMENDED PRIMARY PLAT FOR
THE RESERVE AT SPRINGMILL
SUBMITTAL: OCTOBER 20, 2021
DOCKET NO:
SITE AREA: 2.70 AC +/-
ZONING: S-2/CLUSTER
SITE TBM
TBM#1
SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE
BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF
SANNER COURT.
ELEV. 841.80 (NAVD 88)
TBM#2
SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF
THE CUL-DA-SAC OF SANNER COURT.
ELEV. 842.89 (NAVD 88)
LEGEND
= RIGHT-OF-WAY LINE
= NORMAL POOL
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= PROPOSED SANITARY SEWER MANHOLE
= PROPOSED STORM MANHOLE
= PROPOSED STORM INLET
D.U.&S.E.
= CONTOURS
= DRAINAGE, UTILITY AND SEWER EASEMENT
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
B-B = BACK TO BACK (CURB)
W = PROPOSED WATER
= REBAR FOUND
= RIGHT OF WAY MONUMENT FOUND
= TEMPORARY BENCH MARK
= OTHER MONUMENT
= ADJOINER
= PROPERTY BOUNDARY
W = EXISTING WATER
= PROPOSED CURB
= PROPOSED CENTERLINE
= SECTION LINE
= PROPOSED FIRE HYDRANT
= EXISTING STORM SEWER LINE
= EXISTING STORM MANHOLE
= EXISTING SANITARY SEWER MANHOLE
FM = PROPOSED LOW PRESSURE SANITARY SEWER LINE
= PROPOSED 4' CONCRETE WALK
FIRM MAP
No Scale
W
S
N
E
B.S.L.= BUILDING SETBACK LINE
*= ADA RAMP
G = EXISTING GAS LINE