HomeMy WebLinkAboutRevised Site Plan Due to Relocated Utility Poles 01-06-24d
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SUMP DISCHARGE
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I I LOT 4 � TW 826.
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�0,059.4 SQ.FT. 111
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PR-5'
INLET PROTECTION
REQUIRED
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SILT FENCE
E 154.48' (M)155'(P)
PROPOSED 6WELLING\ I'?
FFE= 828.75 LO
BASE= 818.75
GAR = 828.25\ \ 22.25'
MFPG= 825.1 5.5'
I MLAG= 825.1 \
PORCH 3.92'
2.42'
^4.33, 20.37' � \
4 8'
39.21'
15. 0'
19.75
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00'
82,
82s
4.67'
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2N��STREET N1��SUGAR ST. -
30' rw V V P AT
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MAX
50 /
RIVE SIDEWALK
CROSS-SECRCM NEW
FOIL ALL APRIGRQMS EXll7PT ROLL QB®
RESIDENTIAL ORII/EWAYS
ND SCALE
NOTES:
A11 ROADS FACE OF CURB IS TO BE 7 1/4'. BACK OF CURB 13 1/2'
FJI ANY STMID NG CURB, SHALL BE SAMCUT AT THE NEAREST JOINT TO THE REMOVAL UNTS THE DKII NG CURB REMOVED,
CONCRETE DRIVE AND/OR SIDEWALK ACROSS OWE SHALL BE A MINIMUM OF 6' PLAIN CONCRETE AND G COMPACTED AGGREGATE NO 51
WNGS SHALL BE SIZED AS NOTED REGARDLESS OF ETa51 m CR LOCATILN CF SIDEWALK
PATH/9LEWALK AND TREE LAWN DIMERSONS VARY PER CARMEL CLAY COMPRIDOSIVE RAN (C3 PLAN).
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DJ� LOT 4 IN HENRY ROBERT HEIRS ADDITION TO
I I CARMEL, INDIANA
GRAPHIC SCALE 211 1ST AVE NW
% I 0 10 20 40
SCALE 1 " = 20'
Q REV: 01 /03/24
SO' 10,08" E 5 LEGEND
' M) 66'(P
V 02 W UNDERGROUND WATER LINE
0 Ss SS UNDERGROUND SEWER LINE
— —OHU OHU— UNDERGROUND CABLE TV
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1I V 4---- SURFACE FLOW DIRECTION
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CONSTRUCTI
ENTRY
NOTE
JOINS SHALL BE Qli
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A JOINTER
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RADIUSAND FILLED
RAINS CR 1/N' AND FlI1FD
WITH JOINT FIUER.
3
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WIDTH OF WALK OR MAX V If
BETNEEM TRANSVERSE JOINTS
F
�— PREPARED sIBCRAOE aNMPACIED N ACCORDANCE
WITH SECTON 207 OF STANDARD C00T SPECS
CONCRETE SIDEWALK
NO SCALE
NOir3
EWED AND BROOM FINISHED . NO 'PICTURE FRAME' FINISHES WU BE PERMITTED
CA55 'A' CONCRETE
C OEI'IH a: CONCRETE AND 6' COMPACTED AGOIECATE N0. 53 TO BE USED ACROSS DRIVES
F A(X7Et:ATE IS REQUIRED J3 STONE MILL BE USED AT A MINIMUM OF A'. NTH EXCEPTION CP ACROSS DRIVES
I D. & U.E. DRAINAGE & UTILITY EASEMENT
U.E. UTILITY EASEMENT
B.S.L. BUILDING SETBACK LINE
PROPOSED GRADE
E EXISTING GRADE
TW TOP WINDOW WELL
(P) PLATTED DIMENSION
(M) MEASURED DIMENSION
LOT AREA IS 0.231 ACt
LOT COVERAGE IS 49.1 %
SOD = 413 SY
SEED = 1669 SF TOTAL DISTURBANCE = 4743 S.F.f
WALK = 132 SF DRIVEWAY AREA = 574 SQ.FT
DRIVEWAY WIDTH IS 181
.
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EXISTING UTILITY HOOKUPS TO BE UTILIZED,
THERE ARE NO KNOWN EASEMENTS ON THIS LOT,
OTHER THAN THOSE SHOWN ON THE SUBDIVISION
PLAT.
DOWNSPOUTS WILL OUTLET ONTO SPLASH BLOCKS
AT THE CORNERS OF THE BUILDING
*SEE SHEET 2 FOR ADDITIONAL DETAILS & NOTES*
This drawing is not intended to be represented as
a retracement or original boundary survey, a route
survey, or a Surveyors Location Report.
FOR: OLD TOWN DESIGN GROUP
BY: JD HALL LAND SURVEYING, IVOSB
803 S. OHIO STREET
SHERIDAN, INDIANA 46069
Ph: 317-800-8632
E: alandsurveyor@yahoo.com
JOB NO: 23-022
8/16/23
DATE:
E%..10
No.
LS20500017:
STATE OF
SHEET 1 OF 2 ///lllsu \\\\`' \\\\