HomeMy WebLinkAbout05010030-Site Plan I 1
4P 4, 'rI� BENCHMARK LAND SERVICES, INC.
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9855 Crosspoint Blvd., Suite 110, Indianapolis, IN 46256
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E "'R "E "r"` Phone (317) 841 -1506 Fax (317) 841 -1507
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4- ®O PROPOSED GRADE PER PLAN
NOTE: BUILDER IS TO Sanitary sewer lateral locations are GROUND WATER FLOW
GRADE SIDEYARD SWALE TO approximate, and are to be field —sm sv, SANITARY SEWER LINE
GRADES SHOWN ON THIS verified by the contractor. STM STORM SEWER LINE
PLAN. IF BUILDER IS Sanitary sewer manholes cleanouts
UNABLE TO ACHIEVE shall not be within one foot horizontal WM WATER UNE
POSITIVE DRAINAGE AWAY distance of pavement or concrete
FROM PROPOSED including driveways sidewalks. EASEMENT LINE
STRUCTURE, THE ENGINEER BUILDING SETBACK LINE
SHALL BE CONTACTED. Driveways within subdivision shall be
BUILDER IS NOT TO DEVIATE constructed of concrete or asphalt
FROM GRADES SHOWN ON material.
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE MINIMUM SETBACKS
ENGINEER AND BRENWICK.
Min. Side 8% lot width at B.L. (5.0')
NOTE: THE FINISHED Min. Rear 20 Feet
FLOOR ELEVATIONS AND Agg. 18% lot width at B.L. (11.1')
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK NOTE:
DEVELOPMENT. THE BUILDER BUILDER TO ENSURE
IS CAUTIONED THAT SAID POSITIVE FLOW AWAY FROM
INFORMATION IS SUBJECT STRUCTURE.
TO CHANGE.
*DENOTES LOCATION PER NOTE:
CONSTRUCTION PLAN BUMP TO S PLACED BY
DRAWINGS. CONFIRM BEFORE BUILDER AS NEEDED.
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE. N
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION LOT# 768
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE 7,363 S.F.
CLEANED AT THE END OF
EACH DAY.
STRAW BALES AND SILT
FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS. j N
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR ��a
MATERIAL TO WITHIN 10" OF `'o 5.0' 6 a TOP OF CURB. N
Co 16.0 0
cv A REA OF WATER TAP TO BE CON
AREA 1,34
RESTORED TO ITS' ORIGINAL CF 00'
CONDITION PRIOR TO
CONSTRUCTION. a j
GARA oo is
ALL SERVICE LATERAL -595. 'moo
CROSSINGS AT CURB ARE PROPOSED 763.
STAMPED SA= SANITARY 48. Q FRM MSY 3 /s
3 RESIDENCE y n
SEWER SS= SUBSURFACE �J F =8972 7 .s' o
DRAIN W= WATER
LOCATION OF UTILITIES ON 3 7 6 33 2 0
0 t
PLOT PLAN ARE GENERAL 6,• 887.21 a Q
n
LOCATIONS PER PLAN AND s.2 r c, co s N 42 SHOULD BE VERFIED IN THE o n o
FIELD. Q. a' 7 cr m c
SUGGESTED B LINDER L 4.2' I 6 i /ay
DRIVEWAY AT SANITARY 7 3 I�h
SEWER LATERAL TRENCH, St 00' m 3 0� 3
WATER LINE TRENCH AND o� 4.,
AREAS
T (IF SITUATION EXCAVATED m �JQ�°
OCCURS)
NOTE: (SECONDARY AREAS
WESTCL MAX. HEIGHT:
g� o
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX. &?,4,
COVERAGE: 50%
NOTE: (PRIMARY AREAS te ar")
WESTCLAY) MAX. HEIGHT:
30' BUILD —UP LINE: 2
STORIES MAX. COVERAGE:
50% `0111111//iii.
NOTE: PAD ELEVATION F ,M S SCO7
SHOWN IS PER PLANS AND Or RFO
IS NOT THE AS —BUILT .1% 0
ELEVATION.
3 S 0510 r.
NOTE: THE INFORMATION
FOR THE ELEVATION i STATE OF Z.
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR 4
EASEME TOLTHEND TOP O OF p j l �g I p��
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER. VC-62-tt„_
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Property Description:
Lot Number 768 in Village of Westclay, Section 5006 —A, an Addition in Hamilton County,
Indiana, as per plat thereof recorded as Instrument Number 200100054092 found in the
Office of the Recorder of Hamilton County, Indiana.
PLOT PLAN P B-6 r Klain r Builders, LLC
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House Type: Custom
Scale: 1 =30' I Drawn by. DJR Residence Drawing No.
Date: January 6, 2005 revised: 12460 Burke Drive 6 -2955