HomeMy WebLinkAboutPlot Planra SCHNEIDER
ENGINEERING
L J CORPORATION
NOTES:
00.0 PROPOSED GRADE
/00.O,,,�nTING CONTOURS
DENOTES LOCATION PER RECORD
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION 6" SAN. LATERAL
AND WATER SERVICE LINE.
GRANULAR BACKFILL SUGGESTED
UNDER DRIVEWAY AT SAN SEWER
AND WATER LINE TRENCH
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. IT
IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY SCHNEIDER ENGINEERING
CORP. AND BRENWICK DEVELOPMENT
OF ANY DISCREPANCIES.
3020 North Post Road
Indianapolis, Indiana
46226 -0068
317 - 898 -8282
317- 899 -8010 FAX
317 - 895 -2803 RESIDENTIAL
SURVEYING FAX
APPROVED ii"
NIUMNG AREA O T ,w1AY,
090=11WACTEL1 t1:" IVIAfER1iAL
BUILNO MUST COMPLY WITH ALL
ORDINANCES GOVERNING SITE EROSION
& SEDIMENT CONTROL
M.E.
58.6
1�
59.0
O /8
O
0
0.33'
12.0'
/ ss. o
F --
76
Engineering
Surveying
GIS • LIS
Geology
0
0
i
LOT #
99
1
I
�jlb
THE SIDE AND REAR YARDS ARE
Ac" Ow r-O(L T "r
W
w
w
PER STM SEWER
REC DRWG
14, 400
SF 45.8'
LO
AYS SHALL
NOT BE
STRUCTURE EXCEEDS
LO
TWENTY -FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
50' R/W
��
STALLED WITHIN 4 FEET
59.0
15.67'
7
WOOD DECK
n
22.00 ,
PROPOSED n
FIRM k MSY
RES FFE _
^
O
761.0
\
O
CRAWL
O
7
CO
4
o
POR.
°o
S fe
f
(01
0
�,
— z
—
49.5'
THREE CAR
W
GAR FIFE _
759.5
0
TC= 754.01 — — —
PER SAN SEWER
REC DRWG
NOTE: 53.s 90.00'
IN THE RESIDENTIAL DISTRICTS LIMITING 5►D�.ip��Tpg���
HEIGHT TO TWENTY -FIVE (25) FEET, A W5TN.&,ep oN
DWELLING MAY BE INCREASED IN HEIGHT
58.5
W 0 22.4' 12.0'
59.0
i \
DRIVE * 31.0'
W 15' D.U. do S.E.
/ SAN
m mj f 53.7
4'WALK
APRON i S.S.D.
ASSUMED NORTH
SCALE 1' = 30'
TC= 755.21
PER SAN SEWER
REC DRWG
TO THIRTY -FIVE (35) FEET PROVIDED
- -- ----- - - - - --
�oPLR't'1' �iN� ROLL CURB
--- - - - - --
,
--------- - - - - - --
TC= 753.28
THE SIDE AND REAR YARDS ARE
Ac" Ow r-O(L T "r
W
w
w
PER STM SEWER
REC DRWG
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH
GRIFFIN SHAW RU N
N
AYS SHALL
NOT BE
STRUCTURE EXCEEDS
TWENTY -FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
50' R/W
��
STALLED WITHIN 4 FEET
W W WATER LINE
w -wREET TREES
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
ck
YARD LIGHT & MAILBOX TO BE ( ��,
INSTALLED PER SUBDIVISION T'
COVENANTS & RESTRICTIONS \\� R
spy y4� , Ir. P� F
PLOT PLAN PREPARED FOR .�►•°� c, .���\sTfR£jf'1'�
N o.
JAMES W. WHITE CUSTOM BUILDER, INC. *` S0389
PLOT PLAN LOT # 99
MOFFITT FARM AT PRAIRIE VIEW
SECTION THREE A
INSTR. # 9705551
PC # 1 SLIDE # 759
AMENDMENT TO SUPPLEMENTAL
DECLARATION OF COVENANTS AND
RESTRICTIONS AND NOTATIONS
ON PLATS, PRAIRIE VIEW,
MOFFITT FARM
INSTR. # 9709731763
13202 GRIFFIN SHAW RUN
STATE OF
%�,/jjjSURV�y����,
NOTE. GARAGE F.F.E. IS 111
PROPOSED TO BE 6.2' ABOVE
CURB INLET PER PLAN.
Z
4• SfOPe 4.1 S�OpE
TYPICAL SWALE SECTION
ct�a V�,�
JOB # 97 -2067
09/24/97
14
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