HomeMy WebLinkAbout0989.97.21 = '*l)o Do
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CAUTION !!
THE L"-,'ATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves. and marks made upon the ground by others ) AN
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUN
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1 - 800 - 382 -5544
CALL TOLL FREE
T\
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10 EASEMENT PER IN5T.433124
O
PROPERTY DESCRIPTION
Inst #8G-555G (Subject Tract Description)
Part of the south Half of Section 31 Township 18 North. Range 4 East,
Clay Township Hamilton County. Indiana. described as follows;
Commencing at the Southwest corner of said Section 31; thence North
01 degree 04 mnutes 45 •_econds West along the West line of said Section
1752.85 feet to the intersection of the centerline of Westfield Blvd. with
the centerline of Carmel Drive; thence North 89 degrees 55 minutes East
along the centerline of said Carmel Drive G00.00 feet to the P C. of a
curve; thence along said centerhne Northeasterly 400 feet along an arc to
the left having a radius of 1145.92 feet and a long chord having a bearing
of North 79 degrees 55 m,n_tes East and a length of 397.97 feet to the
P.T. of sod curve; thence North Q,9 degrees 55 minutes East along said
centerline 238.51 feet to the PC, of a curve; thence along sod centerline.
Northeasterly 400 feet along an arc to the rot having a radius of 1145.92
feet and along a long chord having a bearing of North 79 degrees 55
minutes East and a length of 397 97 feet to the P.T. of said curve; thence
North 89 degrees 55 mnutes East along said centerline. 1375.85 feet to
the POINT OF BECA N LING of this description which point is South 89
degrees 55 mrwtea West 375.00 feet from the intersection of the
centerline of Keystone Way with the centerline of Carmel Drive; thence
North 89 degrees 55 minutes East along said centerine of Carmel Drive.
130.00 feet; thence 5out.h 00 degrees 05 minutes East 290.00 feet; thence
South 89 degrees 55 minutes West parallel with said centerline of Carmel
Drive. 130.00 feet; thence North 00 degrees 05 minutes West 240.00 feet
to the point of begnnng and contar -N 0.866 acres more or less.
l
E x SAN MH ill - t f
TJ=830 921
MN(N)- 820.52 V
INV(W)- 819.42
INV(S) -? -
r `
MN(E)= 819.07
�> 12" VCP
12" VC P - - - --
0-
1(72/71 R IIIE L ]i E
00
Pr', tic_ T
N 89`5500' E - 1505.85
vg
N 8 °'55(D0" E - 13C) 0 17
N 0' E - :375 85 I
BASIS OF BEARING CFIELD;
1i 895500- E
R: SIB OF C 0 RD1NATE !ELn
5000.0E `_. 5- 00 ADO
O O
LP
10' L � SIGN
\ O 10' WATER -
15' GMP
'
V. 82 91 REMOVE II nay. a27.4r
GUlD FOR. b
Ex SAN MH EX. 4 LF R /W- -
TC 831.65 � A S)`'- A _ T N 5�5'OH F- %00
INV(SE)- 823.15 Ex ��� �i - \.� SCP.#t IPF--/'
INV(S ) =82t.DS
INV(N)- 820.90 �' TAMPING ;` GRA
REMOVE
LST /w 11OT5 SHOTS B
? SIGH.
EAST LINE IN5T.s95 -4?33G a-
�I•�
00
�s
1! CMP
G C ri =826.53'
18' TRENCH DRAM
�P /w 2 DIA. i
.t
II G" STANDING
(` CURB
oNE ,o E Bo PROJECT BENCHMARK
WEST LIN IN5T. #94 -15G4G
\�
225' BSL 20" PARCEL ITLED TO CONSOLIDATED
-
`P/ - PRODUCTS I C. INST. #84 -6792. BK 343 PG 42
�' C, P. tt3 j �3 c�2f
PKNS;
I
REMOVE �,
20.0
6'. RE VE Flood L►pht�� EAST LIN IN T
�I 1 • WALK. e \ J #8G -55
i REMO E I IA.
1 D
1 P � W 2
'w � GSA
` IONIC BASE
„ONE. BASE j �� ��� PAVEMENT
O IBL E ` O SAW GUT LSE
° i1 8'7T'SQFT. REMOV
REMOV B�CG'ERCIaL O� WALK
WALL. SEE AR
cop,
�•�r lE?�.a� - ii ' NR� # 8�° i REMOVE
WALL. SEE ARGHIT T
� I
1 Il
is oti 6 \P c eA AE P��NER�'
�i
1;
�\ 3' dia evduous
gees T p.
SC.P- SURVEY CONTROL POINT
IPF- 5/8' IRON REBAR FOUND
T.G. =826.60
TELEPED- TELEPI10; ;E PEDESTAL
12' RCP INV. N.E.= 822.50'
LP- Light POLE
12' RCP INV. 5. - 822.50'
IrIL - IrJLE T
36' RGP *VV. S = 818.69'
�1r1- f1ANf1 OLE
12' RCP INV. 5W - 818.79
PKNS- PK MASONRY NAIL SET
30' RCP NV. W = 818.89•
WMTR- WATER METER
B' VGP INV. NW 821.09
Fr1- FIRE r1YDRANT
8' PVC INV. NF = 820.89'
Brl- BEE 111VE INLET
=� -:1,
I Er1TK - ELECTRIC METER
8' VGP INV. 5E - 820.89
CDR- CATC11 BASIN ROUND
GONG - CONCRETE
LST - LANDSCAPING TIMBERS
STRUCTURE NO. 3
PE30TTOM
Ii
I CMP- CORRELATED METAL PIPE
STR. = 820.20'
i0
WMTR- WATER METER
s
J
�I
j INV.- INVEST
00
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Ei R j
MI7.- MANHOLE
!I
STR.- STRUCTURE
STRUCTURE NO. 5
Rl -•P- REINFORCED CONCRETLE Plf
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I r
CAUTION !!
THE L"-,'ATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves. and marks made upon the ground by others ) AN
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUN
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1 - 800 - 382 -5544
CALL TOLL FREE
T\
I
4
O
10 EASEMENT PER IN5T.433124
O
PROPERTY DESCRIPTION
Inst #8G-555G (Subject Tract Description)
Part of the south Half of Section 31 Township 18 North. Range 4 East,
Clay Township Hamilton County. Indiana. described as follows;
Commencing at the Southwest corner of said Section 31; thence North
01 degree 04 mnutes 45 •_econds West along the West line of said Section
1752.85 feet to the intersection of the centerline of Westfield Blvd. with
the centerline of Carmel Drive; thence North 89 degrees 55 minutes East
along the centerline of said Carmel Drive G00.00 feet to the P C. of a
curve; thence along said centerhne Northeasterly 400 feet along an arc to
the left having a radius of 1145.92 feet and a long chord having a bearing
of North 79 degrees 55 m,n_tes East and a length of 397.97 feet to the
P.T. of sod curve; thence North Q,9 degrees 55 minutes East along said
centerline 238.51 feet to the PC, of a curve; thence along sod centerline.
Northeasterly 400 feet along an arc to the rot having a radius of 1145.92
feet and along a long chord having a bearing of North 79 degrees 55
minutes East and a length of 397 97 feet to the P.T. of said curve; thence
North 89 degrees 55 mnutes East along said centerline. 1375.85 feet to
the POINT OF BECA N LING of this description which point is South 89
degrees 55 mrwtea West 375.00 feet from the intersection of the
centerline of Keystone Way with the centerline of Carmel Drive; thence
North 89 degrees 55 minutes East along said centerine of Carmel Drive.
130.00 feet; thence 5out.h 00 degrees 05 minutes East 290.00 feet; thence
South 89 degrees 55 minutes West parallel with said centerline of Carmel
Drive. 130.00 feet; thence North 00 degrees 05 minutes West 240.00 feet
to the point of begnnng and contar -N 0.866 acres more or less.
l
E x SAN MH ill - t f
TJ=830 921
MN(N)- 820.52 V
INV(W)- 819.42
INV(S) -? -
r `
MN(E)= 819.07
�> 12" VCP
12" VC P - - - --
0-
1(72/71 R IIIE L ]i E
00
Pr', tic_ T
N 89`5500' E - 1505.85
vg
N 8 °'55(D0" E - 13C) 0 17
N 0' E - :375 85 I
BASIS OF BEARING CFIELD;
1i 895500- E
R: SIB OF C 0 RD1NATE !ELn
5000.0E `_. 5- 00 ADO
O O
LP
10' L � SIGN
\ O 10' WATER -
15' GMP
'
V. 82 91 REMOVE II nay. a27.4r
GUlD FOR. b
Ex SAN MH EX. 4 LF R /W- -
TC 831.65 � A S)`'- A _ T N 5�5'OH F- %00
INV(SE)- 823.15 Ex ��� �i - \.� SCP.#t IPF--/'
INV(S ) =82t.DS
INV(N)- 820.90 �' TAMPING ;` GRA
REMOVE
LST /w 11OT5 SHOTS B
? SIGH.
EAST LINE IN5T.s95 -4?33G a-
�I•�
00
�s
1! CMP
G C ri =826.53'
18' TRENCH DRAM
�P /w 2 DIA. i
.t
II G" STANDING
(` CURB
oNE ,o E Bo PROJECT BENCHMARK
WEST LIN IN5T. #94 -15G4G
\�
225' BSL 20" PARCEL ITLED TO CONSOLIDATED
-
`P/ - PRODUCTS I C. INST. #84 -6792. BK 343 PG 42
�' C, P. tt3 j �3 c�2f
PKNS;
I
REMOVE �,
20.0
6'. RE VE Flood L►pht�� EAST LIN IN T
�I 1 • WALK. e \ J #8G -55
i REMO E I IA.
1 D
1 P � W 2
'w � GSA
` IONIC BASE
„ONE. BASE j �� ��� PAVEMENT
O IBL E ` O SAW GUT LSE
° i1 8'7T'SQFT. REMOV
REMOV B�CG'ERCIaL O� WALK
WALL. SEE AR
cop,
�•�r lE?�.a� - ii ' NR� # 8�° i REMOVE
WALL. SEE ARGHIT T
� I
1 Il
is oti 6 \P c eA AE P��NER�'
�i
1;
�\ 3' dia evduous
gees T p.
STANDING P/w 2
GONG. BASE CURB �
� � U STR $5 "1 ML.
T.G. 83,40'
//E L I `
I REMOVE
CURB it I
. I
AMD PAVEMENT
10 SAW GUT LW ( h a
COr�G.
H
PIA.
A5E
HALT
STR *G 24' I! °C STR.#3 a,
SQUARE CATCH BASH
REMOVE 24• DIA
I !
I I
OUTLET UNDER WATER. G r �i CURB GBR. FLAT TOP ��I Plw 1 CIA.
AND PAVEMENT B E
NOT vISADLE
O SAW GUT Ltt
REM EVE
�I SAW GUT LK Q // SCP SAW Gt1T LtE ,
!PF, BENT ! Pn.NS 2 8' TREE !� NG G. H1Ct1 W FCNGE
Ex SAN MH T ;P I��� TREE ILTI
BURIED UNDER TREE % 2 G' BOX S ot2 3' PINES z X3r TRANSFORMS ..,i� ac
i ELDERS 9 ORM hFt / ' I NOT!rlr., Fp D 5TR.*4
13 iDrOO j% x i OR SC7 T T.G. 827.24.
ff TAiNING 'WALL �' K a S C `t/V ► >' >
p ass ---- -=•+� -�
T- ed STANDPIPE -� Er c
Buried Water
ne 5TR. #1 24' Q O
NORTH LINE INST. #8G -5556 �` G� �ti I
a Ex STIN,�.
GOI�IMERGAL
IL 5 L D C,
N I I
R 9W � ��"
C CiMMEF IAL
5 L P ,
10.00
EAST LINE INST. #33124
I
0.00"
CENTER 20' STORM SEWER EASEMENT
PER INST. #95 -2489
WEST LINE INST.-#q5-4733G
1 = 20
0 10' 20 40
GENERAL NOTES:
1.) The described real estate does not lie within, a Special
Flood Hazard Zone as plotted by scale on the Federal
Emergency Management Agency. National Flood Insurance
Program. FIRM Flood Insurance Rate Map Community -Panel
Number 180081 0008 G. Dated May 19, 1981.
2.) Per Information supplied by the Surveyor "s Office.
Hamilton County. Indiana no legal Cregulated) drains
directly affect the surveyed real estate.
3.) Possession lines referenced at monumented corners only.
Possession lines may vary between said corners.
4.) As used In this Survey, certify means to state or
declare a professional opinion of conditions regarding
those facts or finding which are the subject of the
certification and does not constitute a warranty or
guarantee. either express or implied.
5.) The zoning classification for the surveyed real estate as
established by governmental record. and it'5 corresponding
setback 'requirements have not been shown on this survey.
G.) Per the U.S. Department of the Interior - Fish and
WIIdl e Service - National Wetlands Inventory Map dated
1990 and titled 'Fishers' the subject real estate Is not
located within a wetlands area as plotted by scale on said map
7.) This survey was performed without the benefit of a
current land title insurance commitment which may have
disclosed information that affects the surveyed tract.
8.) Sawcut pavement cwt point of removal. and remove
curb to closests ,oint.
STRUCTURE TABLE
STRUCTURE NO. 1
24' GBR
T.G. =826.60
12' RCP INV. N.E.= 822.50'
12' RCP INV. 5. - 822.50'
36' RGP *VV. S = 818.69'
STRUCTURE NO.2
12' RCP INV. 5W - 818.79
STORM M.H.
30' RCP NV. W = 818.89•
B' VGP INV. NW 821.09
8' PVC INV. NF = 820.89'
24' RCP MV. EAST - 818.79'
8' VGP INV. 5E - 820.89
NOTE, BOTTOM STR. - 818.69
T.G. = 827.39'
STRUCTURE NO. 3
PE30TTOM
Ii
CURB C'.
STR. = 820.20'
i0
ii
BURIED T E. EPHONE
r ;R "INvS
�I
I*
I
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O
]10
!I
18' R.G.P. INV WE5T. - x20.14'
STRUCTURE NO. 5
CURB INL.
T. C. =831.4(D '
15•' R.G.P. INV 5W.- 828.00'
T.G. =830.92'
STRUCTURE NO. G
15' R.G.P. INV N E.- 827.22'
15 R.G P. INV N.W.- 827. i2
24' SQUARE CATCH BASIN
4• PVC INV E - 828.32
fi
!
i�,�.
GAS METER .
?i >..
if
Ili
J
I, L P . w 2
f
BURIED GAS MARKINGS
,�-GONC.
if
REMOVE
j
'
M
'
PAVEMENT
O SAW GUT LK O
I
I;
CURB
,
IN
P ,A
STANDING P/w 2
GONG. BASE CURB �
� � U STR $5 "1 ML.
T.G. 83,40'
//E L I `
I REMOVE
CURB it I
. I
AMD PAVEMENT
10 SAW GUT LW ( h a
COr�G.
H
PIA.
A5E
HALT
STR *G 24' I! °C STR.#3 a,
SQUARE CATCH BASH
REMOVE 24• DIA
I !
I I
OUTLET UNDER WATER. G r �i CURB GBR. FLAT TOP ��I Plw 1 CIA.
AND PAVEMENT B E
NOT vISADLE
O SAW GUT Ltt
REM EVE
�I SAW GUT LK Q // SCP SAW Gt1T LtE ,
!PF, BENT ! Pn.NS 2 8' TREE !� NG G. H1Ct1 W FCNGE
Ex SAN MH T ;P I��� TREE ILTI
BURIED UNDER TREE % 2 G' BOX S ot2 3' PINES z X3r TRANSFORMS ..,i� ac
i ELDERS 9 ORM hFt / ' I NOT!rlr., Fp D 5TR.*4
13 iDrOO j% x i OR SC7 T T.G. 827.24.
ff TAiNING 'WALL �' K a S C `t/V ► >' >
p ass ---- -=•+� -�
T- ed STANDPIPE -� Er c
Buried Water
ne 5TR. #1 24' Q O
NORTH LINE INST. #8G -5556 �` G� �ti I
a Ex STIN,�.
GOI�IMERGAL
IL 5 L D C,
N I I
R 9W � ��"
C CiMMEF IAL
5 L P ,
10.00
EAST LINE INST. #33124
I
0.00"
CENTER 20' STORM SEWER EASEMENT
PER INST. #95 -2489
WEST LINE INST.-#q5-4733G
1 = 20
0 10' 20 40
GENERAL NOTES:
1.) The described real estate does not lie within, a Special
Flood Hazard Zone as plotted by scale on the Federal
Emergency Management Agency. National Flood Insurance
Program. FIRM Flood Insurance Rate Map Community -Panel
Number 180081 0008 G. Dated May 19, 1981.
2.) Per Information supplied by the Surveyor "s Office.
Hamilton County. Indiana no legal Cregulated) drains
directly affect the surveyed real estate.
3.) Possession lines referenced at monumented corners only.
Possession lines may vary between said corners.
4.) As used In this Survey, certify means to state or
declare a professional opinion of conditions regarding
those facts or finding which are the subject of the
certification and does not constitute a warranty or
guarantee. either express or implied.
5.) The zoning classification for the surveyed real estate as
established by governmental record. and it'5 corresponding
setback 'requirements have not been shown on this survey.
G.) Per the U.S. Department of the Interior - Fish and
WIIdl e Service - National Wetlands Inventory Map dated
1990 and titled 'Fishers' the subject real estate Is not
located within a wetlands area as plotted by scale on said map
7.) This survey was performed without the benefit of a
current land title insurance commitment which may have
disclosed information that affects the surveyed tract.
8.) Sawcut pavement cwt point of removal. and remove
curb to closests ,oint.
STRUCTURE TABLE
BASIS OF BEARING CFIELD)
SGP #1 TO SGP. #2 N 89'55 '00' E
COORDINATES CFIELD)
SGP #1) N. 5000.00 i E. 5000.00
SOP #2) N. 5000.19 / E. 5130.00
SGP #3) N. 4gGq.04 E. 5107.08
PROJECT BENCHMARK:
TBM A - GUT SQUARE AT S.E. CORNER OF
CONCRETE PAD FOR TELEPIIONE PEDESTAL.
NEAR THE N.E. PROPERTY CORNER OF 625
CARMEL DRIVE CSUBJECT TRACT.
ELEVATION = 830.62"
f0
ft
No.
890"09 cc
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/UN A4 •Ei *���
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STRUCTURE NO. 1
24' GBR
T.G. =826.60
12' RCP INV. N.E.= 822.50'
12' RCP INV. 5. - 822.50'
36' RGP *VV. S = 818.69'
STRUCTURE NO.2
12' RCP INV. 5W - 818.79
STORM M.H.
30' RCP NV. W = 818.89•
B' VGP INV. NW 821.09
8' PVC INV. NF = 820.89'
24' RCP MV. EAST - 818.79'
8' VGP INV. 5E - 820.89
NOTE, BOTTOM STR. - 818.69
T.G. = 827.39'
STRUCTURE NO. 3
PE30TTOM
T.G. = 828.20
FLOOD GATE TYPE STR.
STR. = 820.20'
STRUCTURE NO. 4
STORM M.M.
T.G. = 827.24'
12'" R.G.P. INV S.E. =821.04"
15' R.G.P. INV NORTH. - 821.24'
18' R.G.P. INV WE5T. - x20.14'
STRUCTURE NO. 5
CURB INL.
T. C. =831.4(D '
15•' R.G.P. INV 5W.- 828.00'
T.G. =830.92'
STRUCTURE NO. G
15' R.G.P. INV N E.- 827.22'
15 R.G P. INV N.W.- 827. i2
24' SQUARE CATCH BASIN
4• PVC INV E - 828.32
BASIS OF BEARING CFIELD)
SGP #1 TO SGP. #2 N 89'55 '00' E
COORDINATES CFIELD)
SGP #1) N. 5000.00 i E. 5000.00
SOP #2) N. 5000.19 / E. 5130.00
SGP #3) N. 4gGq.04 E. 5107.08
PROJECT BENCHMARK:
TBM A - GUT SQUARE AT S.E. CORNER OF
CONCRETE PAD FOR TELEPIIONE PEDESTAL.
NEAR THE N.E. PROPERTY CORNER OF 625
CARMEL DRIVE CSUBJECT TRACT.
ELEVATION = 830.62"
f0
ft
No.
890"09 cc
IA's STATE OF
/UN A4 •Ei *���
am 1 �
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