HomeMy WebLinkAboutSPP010.0G
Land
/
,
Su rveyors
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com;
F0_0.01 PROPOSED GRADE PER PLAN
GROUND WATER FLOW
—— SANITARY SEWER LINE
—m—TM—m— STORM SEWER LINE
—�^— WATER LINE
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— — — — — — BUILDING SETBACK LINE
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENWICK.
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
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VERIFIED IN THE FIELD. v JIUKILJ MAX. UUVLKAUL:
DENOTES LOCATION PER 50%
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE ALL MUD IN STREETS FROM SILT FENCE TO BE USED
CONSTRUCTION OF 6" TRUCKS LEAVING LOT TO BE WHERE NEEDED TO KEEP NOTE:
SANITARY LATERAL AND CLEANED AT THE END OF MUD OFF OF STREETS AND BUILDER TO ENSURE POSITIVE
WATER SERVICE LINE. EACH DAY. OUT OF STORM SEWERS. FLOW AWAY FROM
STRUCTURE.
NOTE: CONCRETE APRON TO AREA OF WATER TAP TO BE
MATCH EXISTING ALLEY AREA OF WATER TAP TO BE NOTE:
EDGE OF PAVEMENT RESTORED TO ITS' ORIGINAL BACKFILLED WITH GRANULAR
ELEVATION CONDITION PRIOR TO MATERIAL TO WITHIN 10" OF SUMP PLACED BY
CONSTRUCTION. TOP OF CURB. BUILDERR ASS NEEDED.
Property Description:
Lot Number 171 in the Village of
Hamilton County, Indiana, as per
Number 200500070087 found in
County, Indiana.
PLOT PLAN
Scale: 1 "=30'
Date: Aug.29, 2019
Westclay, Section 9001, an Addition in
plat thereof recorded as Instrument
the Office of the Recorder of Hamilton
Prepared For:
Integra Builders
Drawn by: DJR I Residence:
13144 Frogmore Street
M
O O / I
San.Str.(438)
Tc=901.05
Per Plan
San.Str.(439)
Tc=899.80
Per Plan
MINIMUM SETBACKS
Min. Side = 5 Feet or 8% Lot width ® B.L. (7.0 Feet)
Min. Rear = 20 Feet
Aga. = 18% of lot width ® B.L. (15.7 Feet)
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
NOTE: (SECONDARY AREAS
— WESTCLAY) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 50%
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS —BUILT
ELEVATION.
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
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
THE S E A GROUP LLC and
BRENWICK OF ANY
DISCREPANCIES.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
LOT# 171
14,812 S. F.
GRAIG
-�� No ��=
* = LS20200083 * —
STATE OF
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