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APPLICATION FOR SECONDARY PLAT OR REPL
Fee: $500.00
Date: August 16, 2001
Docket #:
ot
The undersigned agrees that any construction, reconstruction, enlargement, relocation of alteration of structure, or any
change in the use of land or structures requested by this application will comply with, and conform to, all applicable laws
of the State of Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979,
Public Law 178, Sec. 1, et.seq, General Assembly of the State of Indiana, and all Acts amendatory thereto.
Name of Applicant:
William Gordon Group, L.L.C.
Phone # (317) 574-3400
Address of Applicant: 1961 Rhettsbury Street, Carmel, IN 46032
Name of Subdivision: Village of West Clay, Section 3001-C Lots 667 & 668
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 0.231
Number of Lots: 2
Length of miles of new streets to be dedicated to public use: 0.0
Surveyor certifying plat:
Richard H. Miller, L.S.
Surveyor's address and phone#: The Schneider Corp. 12821 E. New Market St., Suite 100,
Carm I, IN 032
(317) 569-8112
Signature of Applicant:
(Printed) Keith Lash, P.E.
TITLE: Project Manager - T
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STATE OF INDIANA
SS
County of Hamilton
Before me, the undersigned, a Notary Public for Hamilton County, State of Indiana, personally appeared Keith lash
and acknowledge the execution of the foregoing instrument this 16th Day of August 2001.
R~~~~.,
Notary Public Row.n ne. W _ l-\arY''' S Ot\
My Commission Expires:
April 22, 2008
. "
5.1.10 Application for Secondary Plat Two (2) copies, or more if necessary, of the secondary plat and the con~tru9ti6n _;:--.
plans, together with supporting documents, shall be submitted to the Building commissioner with this application and the~" -
application fee as indicated in Section 29.6 of the Zoning Ordinance. . .
Additional plans to be distributed to necessary authorities by applicant.
Received by:
Fee: $
\\CARMEL_NT1 \JOBS\1238\01 0\docs\667 _668\SECONDARY PLAT OR REPLA T APPL.doc
The Schneider Corporation
12821 E. New Market Street
Suite 100
Carmel, IN 46032
317-569-8112
317-826.6410 FAX
Schneider
NOTES:
100.01 PROPOSED GRADE
00.0 EXISTING GRADE PER RECORD DRAWING
* DENOTES LOCATION PER CONSTRUCTION
PLAN DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6" SANITARY LATERAL
AND WATER SERVICE LINE.
ALL MUD IN STREETS FROM TRUCKS
LEA VING 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.
(I'
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 SCHNEIDER
CORP. AND BRENWICK DEVELOPMENT
OF ANY DISCREPANCIES.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE STAMPED
SA= SANITARY SEWER
SS= SUBSURFACE DRAIN
W= WATER
LOCA TION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
GRANULAR BACKFILL SUGGESTED
UNDER DRIVEWAY AT SANITARY SEWER
LA TERAL TRENCH, WATER LINE TRENCH
AND ANY OTHER EXCAVATED AREAS.
(IF SITUATION OCCURS)
NOTE: (SECONDARY AREAS - WESTCLA Y)
MAX. HEIGHT: 35' ON LOTS 100' AND LARGER
(TO EVE LINE) 30' ON LESS THAN 100'
MAX. COVERAGE: 50%
NOTE: (PRIMARY AREAS - WESTCLA Y)
MAX. HEIGHT: 30'
BUILD-UP LINE: 2 STORIES
MAX. COVERAGE: 50%
NOTE: PAD ELEVATION SHOWN IS PER PLANS
AND IS NOT THE AS-BUILT ELEVATION.
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: 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.
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PREP ARED FOR:
WILLIAM GORDON GROUP, LLC
PLOT PLAN OF BLOCK WC"
VILLAGE OF WESTCLA Y SECTION 3001-C
INSTR. * 9971383 PC * 2 SLIDE * 368
12629 APSLEY LANE - UNIT 1 LOT * 668
12641 APSLEY LANE - UNIT 2 LOT * 667
Engineering
Surveying
Landscape Architecture
GIS . US
Geology
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BLOCK "C"
23,301 S.F.
SECTION 3001-C
VILLAGE OF WESTCL
TC=896.78
PER RECORD
DRAWING
ALLEY
97.37' SAN SEWE
12' ALLEY ESMT.~ ~6'O
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PER RECORD
DRAWING
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4.0' 109.00'
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NOTE:
CONCRETE APRON TO MATCH
EXISTING ALLEY EDGE OF
PAVEMENT ELEVATION
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PROPOSED 668 THREE CAR
r- FRII It IISY UNIT 1 GARAGE
-.;j- RESIDENCE CRAWL. SPACE FFE= 897.1
cx5 FFE= 900.0
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/" 16.67' 16.00'
PORCH
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PER RECORD
II DRAWING
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TC=896.65
PER RECORD
DRAWING
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NOTE:
THIS DRAWING IS BASED ON CONSTRUCTION PLANS OR RECORD DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. THE SCHNEIDER CORPORATION DOES NOT
WARRANT THE ACCURACY OR SUFFICIENCY OF THIS INFORMATlON. THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY
DISCREPANCY FOUND UPON THIS DRAWING SHOULD BE REPORTED TO THE SCHNEIDER CORPORATION IMMEDIATELY; FAILURE TO DO SO WILL RESULT IN THE
CONTRACTORS ASSUMPTION OF LIABILITY. /
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 CONOITlONS OR SOIL TYPES WITHIN THE BUiLDING AREA HAS BEEN
PROVIDED OR STATED ON SAID PLAN. IT is RECOMMENDED WAT BASEMENT FINISHED FLOOR ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL POOL
ELEVATlON OF ANY ADJOINING BODIES OF WATER UNLESS A'STUDY OF FACTS REVEALS OTHERWISE. IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER IS
WITNESSED, THE SCHNEIDER CORPORATION SHOULD BE NOTIFIED IMMEDIATELY. THE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE GROUNOWATER
LEVEL AND ADDITlONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS.
JOB # 1238.010
8/14/01 MG
J: \1238\010\DWGS\667 _668\SITEPLAN.DWG