HomeMy WebLinkAboutSite PlanH 0^0
meFLOD uilder
Services, LLC
3114 W Tulip Tree Drive
Greenfield, IN 46140
317-363-8167
djr.hbs@gmail.com
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 HOME BUILDER SERVICES
LLC OF ANY DISCREPANCIES.
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM STRUCTURE.
LOT= 8,712 ±S.F.
PROPOSED ADDITION= 306 S.F.
EXISTING RESIDENCE= 2,425 S.F.
EXISTING DRIVE= 1,530 S.F.
BUILDING WIDTH = 40'10"
LOT COVERAGE AT 48.9t%
TOTAL DISTURBED AREA= 500t S.F.
PLOT PLAN
Prepared For:
ELEVATION HOMES
Record Description (Per Inst. # 20020048352) Part of the East Half of
the Southeast Quarter of Section 25, Township 18 North, Range 3
East, bounded as fallows: begin 560.44 feet South and 138 feet East
of the Northwest corner of said East half of said Southeast Quarter
and ren thence South 132 feet; thence East 66 feet, thence North 132
feet; thence West 66 feet to the place of beginning
Also known as lot 5 in Frank M. Hawkins Addition.
Address: 310 2nd Street SW
APPARENT VACATED ALLEY
66.00'
5' REAR YARD
PROPOSED ADDITION
TO MATCH EXISTING
LO
STRUCTURE. FINISHED
06
M
FLOOR TO MATCH
EXISTING STRUCTURE
AT 834.8t
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M.E.G. M.E.G.
2 00
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F'
EXISTING 21.9'
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GARAGE
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40' 10
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URB INLET
SN! SN! W!
SW
SN! WI-
2nd Street SW
Apparent 50' R/W
000.0 PROPOSED GRADE PER PLAN
GROUND WATER FLOW
SUBJECT PROPERTY
— - — - — - — CENTER LINE
— — — — — — — — — — RIGHT OF WAY
— °— — FLOW LINE OF SWALE
%H �+ SANITARY SEWER LINE
rn rn STORM SEWER LINE
— — — — — — — — — — SUB SURFACE DRAIN
rm wm WATER LINE
-------------------- EASEMENT LINE
BUILDING SETBACK LINE
CONTOUR MINOR
— — — — — — — — CONTOUR MAJOR
SILT FENCE
EROSION CONTROL NOTE:
1. Builder shall maintain in good repair all existing
erosion control measures necessary to soil
erosion for said site during the construction
period. Refer to the erosion control for the
home builder publication by IDNR Division of Soil
Conservation for additional information.
2. Finished grades to be in conformance with
subdivision grading plan and plot plan; Excess
soil to be disposed of in approved fill area.
3. All sediment tracked onto roadway to be
removed by scrapping at the end of each work
day.
4. All disturbed areas to be permanently seeded
after finished grading has occurred.
5. All sediment control practices to be maintained
during construction process to ensure proper
functioning.
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No. 10911288
O STATE OF Q
Date: April 21, 2023