HomeMy WebLinkAboutPlot PlanrA SCHNEIDER
ENGINEERING
� J CORPORATION
NOTES:
00.0 PROPOSED GRADE
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. 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.
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY —FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY —FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY —FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
PLOT PLAN PREPARED FOR
CREATIVE HOMES
3020 North Post Road
Indianapolis, Indiana
46226 -0068
317 - 898 -8282
317 - 899 -8010 FAX
317 - 895 -2803 RESIDENTIAL
SURVEYING FAX
NOTE:
THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND
BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE
CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO
INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR
SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED
ON SAID PLANS. IT IS RECOMMENDED THAT BASEMENT FINISHED FLOOR
ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL POOL ELEVATION
OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS
REVEALS OTHERWISE.
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 2.9' ABOVE
CURB AT DRIVEWAY PER PLAN.
Engineering
Surveying
GIS • LIS
Geology
0
0 0
ASSUMED NORTH
SCALE 1 " = 30'
LOT # 111
13, 950 SF
EXISTING SWALE — NO GRADING
TO BE DONE IN THIS AREA
51.0 � •.. ... ... ...
f - - 90.55'
TREE LINE
67.1'
M.E.
52.2
1 FIREPLACE
55.0
55.0
57.0 g 1s.sa a
56.0 667.13S9o.57.0
13.67 12.46' °�'
O
BSMT FFE
O 2.00' 748.5
O PROPOSED
m FIRM k MSY
SUMP RES FFE
'
0 PUMP 758.5 m /
7.5' 2 Do v /
THREE CAR
GAR FFE _
757.5
ul� o
I N
22.25' 23.3'_
30' BLiJ� 57.0
TC = 754.55
PER SAN SEWER i 31.0'
RECORD DRAWING
3 15'DU &SE 16'_
SAN SEWER i 90.00' DRIVE
54.4 i 4'WALK
PLOT PLAN LOT # 111
MOFFITT FARM AT PRAIRIE VIEW
SECTION THREE A
INSTR. # 9705551
i S.S.D. APRON
ROLL CURB
STRAW BALES OR SILT FENCE
SHALL BE INSTALLED PRIOR
TO CONSTRUCTION.
52.9
—2.0' MIN.
REQUIRED
O
O
O^
L 1
TC = 755.63
PER SAN SEWER
RECORD DRAWING
55.0
GRIFFIN SHAW RUN PERVPLAN4.6
-- Y"_R/W WATER LINE
w w w w-
Z
0
4' � SCOPE -I 4 1 SCOPE
TYPICAL SWALE SECTION
PC # 1 SLIDE # 759
AMENDMENT TO SUPPLEMENTAL DECLARATION
OF
COVENANTS AND
RESTRICTIONS
AND NOTATIONS
ON
PLATS, PRAIRIE
VIEW, MOFFITT
FARMS
INSTR. # 9709731763
13226 GRIFFIN SHAW RUN
T R"',
=_ * S0389
STATE OF
'. �NDI ANp
SURV,��`�•
JOB # 97- 2139 -14
10/01/97 JSP