HomeMy WebLinkAbout03100016 Tom Wood Subaru Construction Drawings pg. 11a
p
Q
18'
SOUTHWEST CORNER
NORTHEAST QUARTER
SECTION 7-T17N -R4E
MAG NAIL FOUND
ELEPHONE
tr
'•EDASTAL
CA cy
--1
c."
SOUTHEAST CORNER
NORTHEAST QUARTER
SECTION 7-T17N-R4E
DISK STAMPED "SEC
COR" FOUND
0
WATER
VALVE /METER
CURB FLOW
1HRU
CURB FLOW
THRU
"TOM WOOD"
SIGN
LEND
Iu UV
POWERPOLE WITH
UNDERGROUND UTILITY
DROP AND LIGHT
GAS METER
ELECTRIC METER
uTIUTY POLE
DH OVERHEAD UNE
STORM INLET
DH
CONCRETE MARKER
FOUND 49.1' NORTH OF
SECTION LIN AND 0.1' EA
OF SUBJEC EAST LINE
LJ
5
EAST LINE OF BLOCK WALL
CORNER POST GENERALLY
ALONG LINE
0.7'
g
WATER SPIGOT
CONCRETE R/W MARKER GATE
FOUND 65.1' NORTH OF
SECTION LINE AND 0.4' WEST
OF SUBJECT EAST LINE
83.50'
1 -STORY FRAME BUILDING
GARAGE FINISH FLOOR 758.3
OFFICE FINISH FLOOR =758.8
YOUNG REALTY COMPANY, L.P.
INSTR. #9437284
N 00'23'59" E 2656.44'
POWERPOLE WITH LIGHT
(N00 05'30"E DEED) FOR WEST ADJOINER
1 1'
(S00 "05'34 "W DEED)
S 00'23'59" W
REFEENCE MONUMENTATION
SOUTHWEST CORNER, SOUTHEAST QUARTER SECTION 7- 17N -4E:
OFFICE FROM TIES.
SOUTHEAST CORNER, SOUTHEAST QUARTER SECTION 7- 17N -4E:
COUNTY SURVEYOR'S OFFICE.
NORTHEAST CORNER, SOUTHEAST QUARTER SECTION 7- 17N -4E:
FOUND PER SURVEY BY WEIHE ENGINEERS, INC. DATED MAY 1999
PUMP OR FILTER BOX
2" PVC TOWARD
UNDERGROUND
TANK /MANHOLE AND 2"
PVC TO BUILDING
SURVEYOR'S REPORT
IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12 OF THE INDIANA ADMINISTRATIVE CODE "RULE 12 I OFFER THE
FOLLOWING PROFESSIONAL OPINION REGARDING THE CAUSE AND AMOUNT OF UNCERTAINTY IN THE LINES AND CORNERS FOUND
OR ESTABLISHED THIS SURVEY DUE TO AVAILABILITY AND CONDITION OF REFERENCE MONUMENTATION, CLARITY OR AMBIGUITY
OF THE RECORD DESCRIPTION AND /OR ADJOINER'S DESCRIPTIONS, OCCUPATION OR POSSESSION LINES AND THEORETICAL
UNCERTAINTY.
THE THEORETICAL UNCERTAINTY OF THIS SURVEY MEETS OR EXCEEDS A CLASS B SURVEY ±0.25') AS DEFINED BY TITLE 865,
ARTICLE 1, CHAPTER 12 OF THE INDIANA ADMINISTRATIVE CODE "RULE 12
BASIS OF BEARINGS: BASIS OF BEARINGS BASED ON GPS OBSERVATIONS.
DH
RECORD DESCRIPTIONS AND PLATS
SUBJECT TRACT AND ADJOINER DEEDS HELD AT RECORD DISTANCES AND ALONG AND /OR PARALLEL WITH SECTION LINES
ESTABLISHED THIS SURVEY. THE NORTH ADJOINER HAD NO CALL FOR PARALLEL WITH THE EAST LINE OF THE QUARTER
SECTION, ANGULAR RELATIONSHIP WAS HELD AND MATHEMATICALLY AGREES WITH THE SUBJECT TRACT. NO OTHER
DISCREPANCIES WERE FOUND.
DH
MAG NAIL AS SET BY THE HAMILTON COUNTY SURVEYOR'S
DISK STAMPED "SEC COR" FOUND PER THE HAMILTON
5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED, WEIHE"
AND RECORDED AS INSTR. #9709711142.
OCCUPATION
SOUTH LINE ASSUMING A 50' RIGHT -OF -WAY, THE BACK OF CURB ALONG THE FRONT MEASURE 2.6' NORTH OF THE
APPARENT 50' RIGHT -OF -WAY. A CONCRETE RIGHT -OF -WAY MARKER MEASURES 0.9' SOUTH OF SAID 50' RIGHT -OF -WAY.
WEST LINE A 6 TO 8 FOOT TALL BLOCK WALL MEASURES 0.7' TO 0.4' WEST OF THE WEST LINE. THE EAST EDGE OF THE
CORNER POST MEASURES GENERALLY ALONG LINE AT THE START OF THE WALL AND 0.3' EAST OF THE WEST LINE AT THE
NORTH CORNER POST.
NORTH LINE A 7 TO 8 FOOT TALL BLOCK WALL MEASURE 0.5' NORTH OF THE NORTH LINE. THE WEST AND EAST CORNER
POSTS MEASURES 0.2' SOUTH OF THE NORTH LINE.
EAST LINE A 7 FOOT TALL BLOCK WALL MEASURES 0.5' TO 0.7' EAST OF THE EAST LINE. THE WEST FACE OF THE NORTH
CORNER POST MEASURES GENERALLY ALONG THE EAST LINE. LARGE PORTIONS OF THE SUBJECT EAST LINE HAVE NO
EVIDENCE OF OCCUPATION, WITH UNRESTRICTED ACCESS ACROSS THE CONTINUOUS ASPHALT PAVEMENT.
UNDERGROUND
TANK /MANHOLE
(NON- STANDARD LID)
WOOD JAGUAR PDI CENTER R E, LLC
INSTR. X9709702096
OVERALL ACREAGE ±1.28 ACRES
GUY POLE-
POWERPOLE WITH LIGHTS
EAST AND WEST
R D COMPANY
BOOK 333, PG 475
CERTIFICATION
TO: WOOD JAGUAR POI CENTER R E, LLC:
CONCRETE
(OLD FOUNDATION)
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH
"MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY
ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1,3,4,8,10,14 15 OF TABLE A THEREOF. PURSUANT TO THE
ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION,
UNDERSIGNED FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENTATION AND ADEQUATE SURVEY PERSONNEL
WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "MINIMUM ANGLE, DISTANCE AND
CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA /ACSM LAND TITLE
SURVEYS."
TO THE BEST OF MY KNOWLEDGE AND BELIEF THE WITHIN PLAT REPRESENTS A SURVEY MADE UNDER MY SUPERVISION IN
ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12 OF THE INDIANA ADMINISTRATIVE CODE. THE FIELD WORK WAS
COMPLETED ON JULY 11, 2003. FIELD DATA WAS GATHERED USING A COMBINATION OF GPS OBSERVATIONS AND RADIAL
SURVEYING TECHNIQUES.
MARK A. WESTON, P.L.S.
P.L.S. NO. 29800016
DATE: OCTOBER 13, 2003
NOTE: NO CURRENT TITLE WORK FOR THE SUBJECT TRACT WAS PROVIDED THIS SURVEY. AN OLD COMMITTMENT, TICOR TITLE
INSURANCE COMMITMENT NUMBER 86T27011222F DATED 2/18/1997 WAS PROVIDED THIS SURVEY. NO TITLE WORK FOR
ADJOINERS WAS PROVIDED THIS SURVEY.
THE PARCEL DESCRIBED HEREIN LIES WITHIN THAT FLOOD ZONE "X AS SAID PARCEL PLOTS ON COMMUNITY PANEL NUMBER
18057CO236F (DATED FEBRUARY 19, 2003) OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA. THE
ACCURACY OF THIS FLOOD HAZARD STATEMENT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN
LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP
NORTHEAST CORNER
NORTHEAST QUARTER
SECTION 7 -T17N -R4E
5/8" REBAR WITH
WEIHE" CAP FOUND
N
ELECTRIC EASEMENT o
REC 3, PG 165
Date
560.00'
i ®i p0, �s1 dg 6
I No. g
i 29800016
a cm
r. o
t STATE OF I
Revision
YOUNG REALTY COMPANY, L.P.
INSTR. #9709701712
falcon
ENGINEERING, INC.
13110 Promise Road
Phone: (317) 841 -3141
Land Description (Instrument #9709702096)
Part of the East Half of the Southeast Quarter of Section 7, Township 17 North, Range 4 East in
Hamilton County, Indiana, described as follows:
Beginning on the South line of the East Half of the Southeast Quarter of Section 7, Township 17 North,
Range 4 East 372.95 feet North 89 degrees 57 minutes 00 seconds West (assumed bearing) from the
Southeast corner of said Southeast Quarter; thence North 89 degrees 57 minutes 00 seconds West
on said South line 100.00 feet; thence North 00 degrees 05 minutes 30 seconds East parallel with the
East line of said Southeast Quarter 560.00 feet; thence South 89 degrees 57 minutes 00 seconds
East parallel with said South line 100.00 feet; thence South 00 degrees 05 minutes 30 seconds West
parallel with said East line 560.00 feet to the place of beginning.
Subject further to a dedication and transfer of a certain (5) foot strip of land off the entire South end
of said real estate dedicated to the City of Carmel in 1985.
Noblesville, IN 46060
Fax: (317) 841 -9951
0.5'
20
Design By
Of
YOUNG REALTY COMPANY, L.P.
INSTR. #9709701712
cxs
0 10 20
GRAPHIC SCALE
Drawn By
MAW
IN FEET
1 inch 20 ft.
,4'
Checked By
co cn
t0 V
0
EX. SAN MH #1
TC= 757.47
(NW)INV= 752.25
8 (NE)INV= 753.35
8 (Sw)INV =752.37
40 40
ALTA/ACSM LAND TITLE SURVEY
TOM WOOD SUBARU
SOUTHEAST CORNER OF
BLOCK WALL CORNER POST
MEASURES 0.3' EAST AND
N 0.2' FEET SOUTH OF
NORTHWEST CORNER OF
SUBJECT TRACT
(NOTHING SET)
0.5'
CARMEL CLAY TOWNSHIP HAMILTON COUNTY Indiana
Approved By
YOUNG REALTY COMPANY, L.P.
INSTR. #9437283
SOUTHWEST CORNER OF
BLOCK WALL CORNER POST
MEASURES 0.2' SOUTH OF
NORTHEAST CORNER OF
SUBJECT TRACT
(NOTHING SET)
Date
Job N
Scale
10/13/03
Sheet No. 1 OF 1