HomeMy WebLinkAbout98-99 Kite Rezone - Lowe's Topographic Survey - pg. 1N
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No.
880004
STATE OF
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CERTIFIED BY:
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T.B.M.
CONTROL PT. 709
ELEV.=837.85
B.YVIEW D
SEME
ST. #9
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T(.9 °4'C
11 .3
LANGSTON D
25
31
LANGSTON
L. CO., INC
24
'I KtfjAK rr+ 5/8" REBAR
w/ SET
CON MON t►
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FENCE i 1111 I' .w00.42- 1 ":210a:14111
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i 4' G .RE'ss RES EASEME
4 C. R P 155- Sc
M D 1 R 104, •'S. 8 -1
BOARD wrTH GATE
5/8" REBAR FND.
0.5' N. 0.2' W.
R/W M01t, FND.
1.2'N,
.W. FNC. CO
1.3'N. 1.3 E.
014 EY E. FENST
WARD R. FENST
INS 0
TARY fWER EASEM N
SC. RE.. 167, PGS 3 -69
N.W. COR. N.W. 1/4
SEC. 19- T.18N. -R.4E.
MAG NAIL FND. (PREVIOUSLY),
(SEE SURVEYOR'S REPORT) 1
(N. 11777.76 E. 9602.45)
N.W. COR. S. 1/2,
N.W. 1/4 SEC. 19
7
BRIAN L. DOD, R.L.S. #880004
24' INGRESS EGRESS EASEMENT
MISC. REC. 72, PGS. 155 -158
AMENDED IN MISC. REC. 104, PGS. 178 -182
I, THE UNDERSIGNED, HEREBY CERTIFY THAT TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE AND BEUEF THE WITHIN PLAT REPRESENTS
A TOPOGRAPHIC SURVEY COMPLETED UNDER MY SUPERVISION DURING
NOVEMBER, 1999. I FURTHER CERTIFY THAT THE ELEVATIONS SHOWN ARE
ACCURATE WITHIN THE FOLLOWING LIMITS UNLESS OTHERWISE NOTED:
ELEVATIONS ON PAVEMENT, CURBS, OR OTHER HARD SURFACES,
BUILDING FLOOR ELEVATIONS, MANHOLES AND OTHER STRUCTURES;
ELEVATIONS ON SOIL GRASS OR OTHER NATURAL SURFACES; ±0.10 FEET
CONTOUR LINES SHOWN ARE PLOTTED WITHIN ONE -HALF INTERVAL.
TE
SOUTH LINE N. HALF N.W. 1/4
N 89'15'32" E 609.82'
5/8" R
W /CAP SE
R/W FNC. 0.8
NORTH UNE S. HALF N.W. 1/4
5/8"
W /CAP
R/W FNC. 0
±0.05 FEET
vJ
T.B.M.
5/8" REB
CONTROL PT. 70 11111111
ELEV.= 821.43
AS
W/CAP SET
R/W FNC. 0.2' N ■"N‘
19 ,p' ,0
4
REVISIONS
4.th STREET
Hro
13.464 AC.±
Q�\�S h a 6
T.B.M.
CONTROL PT. 708
ELEV.= 840.37
MAKER, JR. L.P.
MAKER FAMILY, L.P.
09745087
S 89'05'16" W 2573.89'
32
DEVEL. CO., INC.
75,47'
S00'10'51 "W
R 746 CN61 (flx.)
o
e
23
5/8" REBAR
/CAP SET
DRAINAGE EASEMENT (1.992- 1
PER INST. #9411463
PROP. COR. NQTf3E1
FALLS IN -POND
5/8` REBAR
W /CAP SET
IN FNC. UNE
LI
MAI
PAUL I. CR IN
7172 GRAHAM ROAD
AtiA INDIANAPOLIS, INDIANA 46250
317) 842 -6777 FAX (317) 841 -47 <.8
CONCEPT CHK:
ENG. CHK:
DRAWN BY:
T.P.M.
DRFTNG. CHK:
SCALE:
1" =100'
DRAWING TITLE:
DATE:
6 -26 -2000
TOPOGRAP
JC SURVEY
DWG. TYPE FILE NUMBER
JOB NUMBER
980446 -20100
SHEET:
NORTH UN N.W. 1/4 SEC. 19- T.18N. -R.4E.
BAYVIEW EEVELOPMENT COMPANY, INC.
INST. #88 -05327
10' DRAINAGE EASEMENT
PER INST. #9411462
NGRESS- EGRESS EA
MIS(.. i -158
AME'OED IN MISC. REC. 104, PGS. 178 -182
CYNTHIA S. FAUST, AS TRUSTEE OF THE
THE CYNTHIA S. FAUST REVOCABLE TRUST
INST. #9609618334
ARCHITECTURE
CIVIL ENGINEERS
LANDSCAPE ARCHITECTURE
LAND PLANNING
LAND SURVEYORS
ENVIRONMENTAL CONSULTANTS
TRANSPORTATION ENGINEERS
COPPERWELD
FM).
S COTTSDALE DRIVE
4 WOVEN w RE FENCE
S 89'05'16 W 1 188.98'
SIDNEY E. FENSTERMAKER, JR. L.P.
WARD R. FENSTERMAKER FAMILY, L.P.
INST. #9709745087
SOUTH LINE N. HALF N.W. 1/4
NORTH UNE S. HALF N.W. 1/4
vi
N.E. COR. N.W. 1/4
SEC. 19- T.18N. -R.4E.
5/8" REBAR FND.
(DOWN 3
PER H.C.S. REF.
(N. 11818./3 E. 12176.02)
S E. COR. N. 1/2,
N.W. 1/4 SEC. 19
G -G
E
BCTV
-T
CTV
BTC
BEC
D.
M.
P.
R.
L.
FND.
50 100
SCALE: 1" =100'
EXisT*3 FEATURES LEGEND
SANITARY SEWER MN*$OLE 0
STORM SEWER; END SECTION, INLET M.H. E
GAS UNE LiS
w WATER UNE
E ELECTRIC UNE (AERW.)
TELEPHONE UNE AWL)
CABLE TELEVISION (AERIAL)
BURIED TELE. CABLE
BURIED ELEC. CABLE
FENCE LINE (FNC)
BURIED CABLE 1V
GUARORAII
DEED DIMENSION
MEASURED DIMENSION
PUTT DIMENSION
RADIUS
ARC LENGTH
FOUND
DENOTES A 5/8 DIA. REBAR WITH YELLOW PLASTIC CAP SET.
CAP STAMPED "P.I. GRIPE. INC. UNLESS OTHERWISE NOTED.
vin ,�n.nl+� n.. !'s\ ra, n
O: 1998 \gSu44 \201 \CAB 8446top.
200
NOTE:
THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTIUTIES AND INFORMATION
AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
BENCH MARKS
T.B.M. CONTROL POINT 703: A 5/8" REBAR W /PIC CAP
(N. 10659.79 E. 10252.67) EL.= 825.39
T.B.M. CONTROL POINT 707: A 5/8" REBAR W /PIC CAP
(N. 10172.04 E. 10343.03) EL.= 821.43
T.B.M. CONTROL POINT 708: A 5/8" REBAR W /PIC CAP
(N. 11894.87 E. 10828.49) EL.= 840.37
T.B.M. CONTROL POINT 709: A 5/8" REBAR W /PIC CAP
(N. 11537.31 E. 10177.24) EL.= 837.85
T.B.M. CONTROL POINT 721: A 5/8" REBAR W /PIC CAP
(N. 11733.51 E. 10.45.04) EL.= 838.88
POWER POLE
GUY HARE
TELEPHONE RISER
UTILITY RISER; ELEC. C1V
ELECTRIC TRANSFOFo.'ER
STREET UGHT
LIGHT POLE
TRAFFIC SIGNAL
ARE HYDRANT
VALVE; GAS WATER
STREET SIGN
ELECTRIC MANHOLE
TELEPHONE MANHOLE
SEWER CLEANOUT
WATER METER
GAS METER
ELECTRIC METER
MAILBOX
SPRINKLER HEAD
AUG
146th S.R. #431 (LOWE'S PARCEL
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