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SCHNEIDER
ENGINEERING
CORPORATION
NOTES:
0070 PROPOSED GRADE PER SUBDIVISION PLANS
00.0 EXISTING GRADE PER RECORD DRAWING
DENOTES LOCATION PER RECORD
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION 6" SAN. LATERAL
AND WATER SERVICE LINE.
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT
THE END OF EACH DAY.
STRAW BALES TO BE USED WHERE
NEEDED TO KEEP MUD OFF OF
STREETS AND OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
AREA OF WATER TAP TO BE RESTORED
TO ITS' ORIGINAL CONDITION PRIOR
TO CONSTRUCTION
SIDEWALK TO BE 6 " THICK THRU
DRIVEWAY. EXPANSION JOINT
MATERIAL TO BE USED BETWEEN
WALK AND CURB. (WALK AND DRIVE,
AND DRIVE AND CURB IF CONCRETE
IS USED IN DRIVEWAY)
NO DRIVE SHALL BE PLACED CLOSER
THAN 2 FEET TO A LOT LINE EXCEPT
WHERE SAID LOT LINE IS ALSO A
STREET RIGHT OF WAY LINE
THIS PLOT PLAN WAS PREPARED
BASED ON INFORMATION TAKEN
FROM RECORD PLATS, SUBDIVISION
PLANS, RECORD DRAWINGS AND
PLANS PROVIDED BY CLIENT. fT
IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY SCHNEIDER ENGINEERING
CORP. AND BRENWICK DEVELOPMENT
OF ANY DISCREPANCIES.
PLOT PLAN LOT # 186
BAYHILL
SECTION SIX
INSTR. # 94 -47296
PC # 7 SLIDE # 490
12549 SPRING VIOLET PLACE
3020 North Post Road
Indianapolis, Indiana
46226-0068
317 -898 -8282
317 -899 -8010 FAX
317-895-2803 RESIDENTIAL
SURVEYING FAX
LOT # 186
169080 S. F
Engineering
Surveying
GIS - LIS
Geology
TYPICAL SKALE SECTION
0
o 0
D
ASSUMED NORTH
SCALE 1 " = 20'
STRAW BALES OR SILT FENCE
SHALL BE INSTALLED PRIOR
TO CONSTRUCTION.
EXISTING SWALE — NO GRADING
109.76'
TO BE DONE IN THIS AREA
72.2
.... LINE
DU ....
—20 ' DU &
— SE & LE 73.3
- - - - -- -- - � - - - - - -- - - - --
61.8'
73.0
75.2 F75.5
CIO o 18.67' Q Q 8.00'
75.2
2.33'
2.33' PROPOSED
CO FRM & MSY
4 67 RES. F. F. E. 74.2
777.37 0
SUMP PUMP�� 13.33'
7 BSMT. F.F.E. = 768.37
11.4'
THREE CAR
7.33'. 12 00' CAR. F.F.E. 6 5•
0.33' = 776.37 26
POR
14.7'
75.2 C to
10.00' `�
0.33'6
30.7'
35' BL
75.2 SAN.
SEWER
T.C. = 774.55 ---- - - - - -- — — �-36'— - - -- T.C. = 773.65
PER SAN. SEWER ,s PER SAN SEWER
RECORD DRAWING 20' DU & SE * DRIVE RECORD DRAWING
74.0 41.23 56.28' 74.8
4 ' WALK 74.6
APRON
ROLL CURB
SSD
SPRING VIOLET PLACE
50' R/W
WATER LINE
JOB # 94- 2661 -14
1215194 KLH
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