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.Survey
.E. CORNER,
POINT OF BEGINNING ( N.E. 1/4,
3.549 ACRE EXCEPTION SEC. 36- T18N -R3E;
POINT OF BEGINNING POINT OF BEGINNING S TO 10.164 ACRE TRACT i BRASS PLUG FOUND
1.800 TRACT OF LAND SANITARY MH
0.440 ACRE EXCEPTION POINT OF BEGINNING
NORTH LINE, NE 1/4, SEC. 36 -T18N- E I TC = 831.92
1,154.33' WEST OF �s TO 1.800 ACRE TRACT 0.861 ACRE EXCEPTION N89'12'13 "E 2,625.25' I INV S. = 823.84 10.164 ACRE TRACT
N.E. CORNER, N.E. 1/ I! _ _ _ -..-..-..-•.-..-
}} SANITARY MH TO 10.164 ACRE TRACT 647.37' _ _II 5.00 (C) ;
TC= 833,48 -..- - ..- ..- „- ..- ,.- ..- .•- ..- .. -.. -..
INV S. = 828.39 - - „- „ -., - „- - - - "- " - " - "- •- 66.00' - - - - - N89'12'13 "E 707.40'II N08'08'50 E D ^
- ,
•- •• -•• -,• „ - „ -• _ N08'08'S3 "E M �°
- • - II N89'121 YE �� I 0.861 ACRE EXCEPTION TO 10.164 ACRE TRACT 48.03' o °o i
rn STORM MANHOLE „
N89'12'13 "E II I STORM MANHOLE Ou- NO2'31 23 W(D) N N 0' 50' 100'
1 TC = 8448,3 > SANITARY MH ( ) '
�- TC MANHOLE TC = 84383 S87'41'13 "E M) INV S. = 838.58 > TC = 844.10 NO2'31'20 "W M 35.00
21.57' ao 0.440 ACRE w c - 834.03 INV E. = 839.73 S87'41'16 "E D INV E. = 834.73 0ll INV N. = 824.54 13.19'
INV E = 830.48 l ) INV W. = 834.64 + '
}} ° EXCEPTION NV N. = 824,18 INV W = 828.76 95.39' I INV S. = 824.54 S89- 5701 „E D S89-56'58"E(M) - 395.14
}} r N INLET TO 1.800 NV E. = 824.78 Cl SCALE: 1 " =50'
TC = 831.34 INV W. = 824.23 : 8„
INV S. = 826.79 ACRE TRACT - II
i r- STORM MANHOLE
CURB INLET INV E. = 824.39 " ¢ TC = 849.65
TOR = 832.06 UITCLAIM DEED INV S.W. = 824.59 `� gg. -3 "+E 0� jI\ I a
INV S. = 828.06 Q INLET 0 22++ --126TH STREE ER . = INV W." 839.5
?0 EMi (GRASS)
TC = 831.10 7 5 , STORM "MANHOLE. ¢
CURB INLET INST. #200400049640 = �I } •QO 2 RVA 10
INV N. 827.35 - 77, _.
LEGEND
)EED TOR = 836.27 = M }L _ y g"
NK RENTAL, LLC INV S. x27.35 -Q INST. 99 6 } TC - 847:26 _
}} = I INV S. - o1 WATER VALVE
. INV N. 827.76 _ _ - 7.3781-
9 _ GARMEL
INV S. - 827.66 a ; . z II ( ), WATER METER
II }} cr 1.223 ACRES INV :W. - 835.70
lJ STORM MANHOLE 15 BRICK WALL _... ..., .. o, . ® O
N " M MANHOLE STORM MANHOLE STO \
TOR _ (z - - - - - - - - TRAFFIC PEDESTAL
= TC - 843.23 FOUNTAIN 4 _ 3 _RCP - -. -
W ( - 33.62 TC 837.06 _ ----- .-- _ -; - - -- _= T:T. -.�= _: - - -- - - - 18"•RCP
.� _ = INV N.E. = 824.61 S• - D -
CURB INLET d INV N.W. - 827.62 NV S. 830.16 (1.5 tall) „ Q - - - - -r - S� - - r24 RCP - 2 RCP {� TRAFFIC POLE
v }} II _ INV S. = 836.51 2
TOR = 832.17 INV E. = 825.22 INV E. = 825.02 _ QAr _(P.LA ® TRAFFIC HANDHOLE
INV W. - 824.61 42 �; OF CRAM
EL
w. = s25.t1 - B oNC cuR6 o CITY EL
INY W. = 829 9 INV W. = 825.27 IN 2 DEPRESSED CU-R S 2 C CURB 1NLET
}} BRICK) INLET ® TRANSFORMER
12 RCP S ( a CURB 1
N S ASPHALT IBERGLASS P D i Y CENTER DRIVE TOR 846.17 DB 288 PG 542
6. ( ) BRICK WAL cv (GRASS) ALK �,.. T, 4 CURB INLET, II. CIT II
Y W \ TOR 844.7 _ N '
2 STORY }} O INLET NC
tV7
co 3.82 3.549 ACRES INV N. 842.02 OT TELEPHONE MANHOLE
St 3 PARK' 1 w HANDRAILS
n 8 - URB INV N, 840.26 TOR 84
BRICK BLDG 7 99 _ G \ _ II :; INV S. _ `842.02 (CONCRETE)
0 POLE
ON INV $. -: "840.31 INV N. - 840.07 I� u .-
TELEPHONE
�, : •? 3. _ 200•_ - � - 1.35 _ G c \ Y o f
} Ii ,,,, 7 2 5 (GRASS) ml N IN - N. = 82 .4 2 = 4 .07,X EPTION TO .EAS RACT
UNDER : a ( F N84 0 HC v = " V INV S. $ 0
C c,cuRg v = CURB'
- T TELEPHONE PEDESTAL
CONSTR ION c� / tN S v , II : II (GRASS)
6 m Sri
PLA...._.._ . a _. CONIC C B v N SIGN
- _ 36 RCP : (.. < ., , o , \ _ a
'; _ .,. _.. -, (GRASS) \ p ,: y�c
- -- v Y SPRINKLER VALVE
_ - - -- - p "� A o p
,. - ET
II :,.
?8 5., _ -- D, _ - - - -- -- -- - --
A HOL o ELLI ° m a 126th STREET
POWER POLE
STORM M N ON CONC WALK �t d ; \ s: v NII CURB INLET °� ASPHALT
TC = 832.80
c. � O_ � N „ r1G CURB \ ,.: ) I , , _ = TOR. = 846.02 (ASPHALT) 'I ( ) . POST
(BURIED) : (� 2 ONC CURB CURB INLET
> }} NLET a TC = 843:47 II ; Sv
RBI TREET MUEL R WEST. TRACT" rn 6 ca II �� 26th STREET (CI CENTER DRIVEjI INV N. 842.72 T
a C o1I :126TH S } II I GROUND LIGHT
CURB INLET TRA I(, _ 7 + INV N.: :.- 839.59 N II
cu roR - 836.2 - UATORS DEED , _ LIGHT POLE
}} CON ROLLE - CO CQNSER INV S..- 839.65
TOR = 832.25 N OR N. ,- 832.47_ II
O
„ _. 2.47 N !;` INST., 99099231
INV 12 RCP = 829.40 " INV S = 83 # O l
}} v F �n WA HOSE BIB
CO
GRASS I cn 6-"
O g _..CURB IN
.: (, ) uR - .__ _ _ ,.:, ,. .,, GUT WIRE
c �-
C Y OF GARMEL , a z o ti� 44.02 .(
C� _ TOR .. 8 _ CONC A BRICK) BRICK &
_ Z _.., � _. .. ........... ... ._ _ , _ ::.; �- ETAL SIGN [�1 GAS VALVE
2.02 ACRES>
N W M
II CURB INLE ,
„ „ ASPHALT c
� :. _; GAS METER
}} : ( )
.,., TRACT"
T
:10N T WEST
EXCEPT
ll II
_.
_00
:. ,._ INV N.._. -- 840.21 ._._ ".._._,- .,_.. ..._ _ ,:., •F-'' LOT 1
T , . .: � _.. ._._ _ ,. _ _ � � I :. FIRE HYDRANT
II _ l e
_ II � ,
CONC CURB - -,,.
IGN .
S � > <. E ELECTRIC METER
®.. . CO C WALK _- _ _ - ,..-
E TBM
.. e ELECTRIC HANDHOLE
-..... CURB INLET CURB INLET o 00
836.28... _. - ,..,. = BRIG _. -. ,.... _.; . ,,., _ ... - _ , _.., -: ap z
_ .. -- , ., ._ . N89 56 5 387.00 , , .� 'I ELECTRIC BOX
II „ N w
e
b TRANSFORMER V_ w RAILS 6 45 W M 167.49 " ;
IN INV N. 840.31 S89 3 _ ,. -II cD
_ r1 ( ) v I ONRY UTILITY POLE
UNDER _. ) , „ N89 5 01 W(D 1
II S89 36 42 W D .; ' era, I wA L
`' Y �- ,.,. ;" o N OUT
- CONSTRUCTION ;' ':": ,: _ _..__ _- _ , _ p �;.. 96• ;; ( ) II , . I � CLEAN
Q ^� , I ; - ® TELEPHONE X BO
N _ N8 *08'02"W �OQ2 Di III
3 S7 o ,
IN ��0 - 242,50' ,. DRAI C3 S77.QQ 22 >II °' " `'�w c°n Q � (ASPHALT) LOT 2 TOP OF RIM
STING
II cD� C2 I I oI a�n, 0� I..Op SANITARY MH NV INVERT ELEVATION
W CURB INLET
!N LL I = o M,,� III z TC = 846.22
m TOR = 832.35 C = 831.59 II CUR INLET 2 p W'' 4 INV N., = 837.59 PE
RCP CONCRETE P
�} I I II NV S. = 837.57 CMP METAL PIPE
II INV 12' RCP = 828.40 N'. N. = 828.89
Z INV E. 840.67
}I TOR = '844.19 0 LD
o PVC PLASTIC PIPE
II I I II p I� 1 =C VCP CLAY PIPE
UNDER Q POINT OFBEGINNING
II
II 6,969 ACRE TRACT s II
o E BURIED ELECTRIC LINE
W II
CONSTRUCTION Q Ln II o
o I }} (GRASS) "EAST TRACT" j }. ( Z �� , - -� CO- CONSERVATORS DEED I I sroRM MANHOLE US w G BURIED GAS LINE
II ITC = 844.45, - r = CURB INLET T BURIED TELEPHONE LINE
L
}I INV S. = 840.30 I-' TOR = 844.33
/D) I) II I I W = o INV W. = 840.96
� INST. #9909923665 I II INV E. = 840.45 'I� a '� OHE OVERHEAD ELECTRIC LINE
m II INV W. = 840.8 11� 0I a z (D) DEEDED
II �n CITY OF CARMEL REDEVELOPMENT COMMISSION j II CURB INLET N z Q INLET (M) MEASURED
TOR IL L Q = 842.05
I NV W 838.80 C CALCULATED
II
Y 12, VC O INV S.E. = 83 II u = ( )
v
TC
s s O 10.164 ACRES
o SANITARY MH Z I II_ _ 12'IC''
co JI TC = 832.22 L 12.,, CM '(ASPHALT) LOT 3
cv INV N. 827.07 II_
" II INV w� 826.49 AFFIDAVIT I (I DECLARATION OF COVENANTS AND EASEMENTS STORM MANHOLE
> 1 :' MASONRY
Y TC = 842.37 I • .: II III
}} ANiTARY MH MISC. REC. 48, PG 462 INST. 200200025737 INV N. N.W. 83 38. w II III
IC = 831.41 a HELEN MOFFITT MUELLER I EXHIBIT A INV _ = 7.70 ^ o 0)
WALL CURVE DATA
v II INV N. = 825.83 II TC = 34.50 ( I INV E. = 837.71 .�
ly- v INV = 829.30 = INV S. - 837.63 C1 L= 53.15'
NV S. = 825.81 CALLED ' MUELLER TRACT' IN DECLARATION OF COVENANTS AND EASEMEN Q II 9.502 ACRES - o ,� �'
z o (} INV E. = 825.92 I{
STORM MANHOLE z
TC = 831.56 II ° II II RECORDED AS INST. #200000058577. I I o II L` II �= 004504,41„
INV N.= 825.68 I LOT 4 -
INV S.= 825.76 } }, II ( II -
INV E.= 826.54 CURB INLET Y I } m Y (GONG)
z II I , x GRASS).
TOR - 830.57
12' RCP _ }} I I I C LEN 5313
NV W.= 827.26 U U BRG_N79'27'46 "E(M)
MATCH UNE II II u o z 9'27 43 ((
BR „E D
II
CURB INLET Q h. O II T=26.59'
TOR = 830.56 T } I 4 II I o II v m
II FORMER TRACTION LINE R/ S
INV E.= 827.06 }} N t` ap SANITARY MH (ASPHALT) C2 L=66.13' (D) 66.12'(C)
INV W.= 826.48 I v II oo I, J{ NOW PUBLIC SERVICE COMPANY I TC = a3o.4o III J ( ) ( )
I} I NII a, EASEMENT; SEE DR 130, PG 2 0
II INV N. = 825.45 `
INV S. = 825.45 �N z II m BEEHIVE INLET R=
600.00' 8'5 ,
I 3 INV 835.60 D 06 18 52
In
o N TC 83'
_ II " S.W. s. w. C LEN = 66.09'
II M II II CURB INLET
TOR = x38.51 I I �' BRG= S86'36'09 "W
J
_ o :n o °� {I v II INV, S.E. = 835.61 II T= 33.10'
}} 0 II r I SANITARY MH LOT 5
�,' }} pp cn z �� I, \ o CV NV N.8398 9.63 C3 L =66.84
(CO C) II (fi ° o o } !n \ I TC = 838.66 - 3 I, _ I z II ,
STORM MANHOLE
STORM MANHOLE } }_ 1 \ II INV N. = 833.66
TC = 831.81 }} CURB INLET a �'I v INV S. = 829.63
NV N.= 825.81 II II \ INV N.W. N.W.'= 835.42'0 I Iz S R=600.00'
° \ II INLET
INV S.= 825.86} TOR = 831.00 o C' N \ \ TC = 83273 M ":
z ! I, = INV S. = 833.37 O N .
INV E.= 825.76 2" RC INV W.- 827.61 I ` Q O - �� �= 06'22'57"
II INV S.W = 829.78 INV E. 833.51 } r
=1 ` INV E. = az9.aa 1- C LEN = 66.80'
6 '..PVC ROOF DRAINS E °z D :1z RCP II = 15'15 "W
}} \ (GRASS)
NV = 828.45 } STORM MANHOL CURB INLET BRG S80'
} }; mil \\ 6.969 ACRES = INV N.E. 8= 835.09 T =33.
CURB INLET � > \ � THIS POINT IS 628.97 -'"- I `' TC = 838.82 v +
TOR = 830.90 a II a - ( , .. Il - INV W. = "833.68 II ( I 45
INV E.= 827.12 O
w \ Q 628.94'(C) SOUTH OF THE S89'12'13 W 700.45 S89'27'30 W(D) N ° INV W. = 835.09
INV w.= 827.08 I \ NORTH LINE, N.E. 1 4 I S89'12'13 "W(M) -- 239.12' 8„ 7,00 a w z ( PHALT) LOT 6
NII \ /
8' 8 8 8„ 8,.
II N89'27'30 "E(D) N89'12'13 "E(M) - 461.33' 8l' 8' 8' 8„ >II
II
z 8 ,, 8, g 8,; T. }I a CURB INLET
8
6" CON C ,CURB I` m Q TOR = 837.46
0
I
T II
II __ ' :., O _.6. :PVC II INV S.E. = 834.06
SILT FENCE a o / METAL LI
IIU / w
II
> r� BRICK SHED N
S Ft. z METAL SIG
q' III: o
I
II }} I I UNDER (ASPHALT) Q% 6' WOODEN GAT IIa ( II m
06 DUMPSTER �� 1 -STORY BRICK BUILDING ° z STORM MANHOLE
II II AUTO GARAGE III Y Q
Of TC = 837.32
FF ELEV = 834.37 INV N = 830.52
5,808 Sq. Ft. m II INV N.W. = 833.27
II
QUITCLAIM DEED it NV S. = 829.25
H; >' INV E. = 829.27
INST. #9709731574 (ASPHALT)
INLET N \ I }: ; ( LOT 7
}} I g
HUFFER i'Rl1STEES
}} zo II TC = 832.44 STORM MANHOLE
U
II (ASPHALT) I I i ` INV N.E. = 829.24 ^ O CONC lit TC 837.37
UNDER II �� „ I INV S.E. - 829.29 I Q ( ) > 1 li = 829.99
12 RC INV W. = 829.14 .. a� ® INV S.E. 832.39
CONSTRUCTION ( Il [, .� W \\ O H NDICAPI INV W. = 829.87 BEEHIVE INLET
(ASPHALT) '(I
Z x I CONC CURB. ':s3 O o� RAMP 1S" "' <- TC = 834.4(1
6 : 0 IIII
SANITARY H Q _ I 0..: INV W. = 830.40
II Q ++
SANITARY MH w O w /STONE (tYP) 0 N�t
TG= 834, 6 II �� 0 6" PVCi 3 'I
TC = 831.17 I I }} �'S - _ I °�
_ cn � O _ INV: N. '- 8 6.14' M p ,;� PARK
INV N. - 824.56 a 0 I
I oo INV: S. = 8 6.26 \\ O PAR 2_RC
INV S. = 824.53 m II - .. I oo INV E. 8 6.26 ° - -
INV W. = 825.14 0 =_- - - -- - - - __,_ -
v I : OU _ _� VCP = �o - I T( (ASPHAL`T)
II > »usH s" GoNC cube WINORB DRIVE
(( ., s~ GRASS f TOR = 835.87
,I (GRASS) I z _ ,
INV N.W. = 832.42
}} ' 6' PVC
it) W
S O 89'46'06"W (M) 239.11 GRASS)
i I I II
I
,� I p I 1 �\ N90'00'00 "E(D)
J I �� INLET
H AP o a SANITARY MH
0 W TC = 832.44 SANITARY` MH A P IIz 24" TC = 837.79
1 i I i
m` w I GRASS &DIRT I �� INV N.W. = 829.69 TC = 833.19 f I1 a 4 INV N. = 828.39
w II ( ) INV E. = 829.79 - N. - 827.39 J I II=mo INV S. = 828.49
z o w �� NV tic - `' 2_RRSPT
o I,I 6 PVC ROOF DRAINS INV E. = 826.92 I II:: = 827.54
/ (I o� , I W. = LOT 8
n z W J� V W. = 26.89 a Q INV W 827 51
STORM MANHOLE } p w IN a POINT OF E TRACT IN
v I 7.994 ACRE TRACT } Q II 18„
}� BEEHIVE INLET
TC = 831.61 } U Q Q �gX �``' 11 �� (ASPHALT) I O BRICK SIG TC = 836.56
i INV N. 826.39 II O �U
INV S.= 826.80 v , „ . �t
< D I II = (GRASS) INV W. = 833.91
826.86 _ 12 R N o U Q I 11=
`\ 12" MAPLE II N
q
INV E. - ap z I J rn ° A KBERRY �� c? L{ W Q 30" - WARRANTY DEED
. o 0,Lo all 8' H G m I Z I INST. #200000011792
o z o� SEE THE RECIPROCAL EASEMENT GREEMENT RECORDED IN. ASE ONLY
° O i >II ACE TBM #7 l L J CITY OF CARMEL
CURB INLET I : to I - } \\ 12 CRABAPPLE I II
TOR = 830
64 I) J'' �� o MISC. REC. 162, PAGEi 346 FOR N REA AFFECTING ( W CURB INLET
INV E.= 826.81 (I II " °II C� TOR = 837.09
?c� o THIS, SITE AND THE "HUFFER TR TEES SITE. \INLET I II 4'
NV W.= 826.73 ai CURB INLET o Z INV = 832.89
II II CURB INLET I Il I TC = 831.60
`n „ V N.W.= 827.54 TOR = 837.05 I I I Q
ACE TBM # TOR = 830.52 CALLED KROGERTRACT' IN DECLA ATION ( }} INV S. = 833.24
a INV W.= 827.14 IN
� 11 � INV S. = 827.54 I
nr nn% /rn,AIPI A0,,n rACr-urniTC PREPARED FOR:
ALTA /ACSM LAND TITLE SURVEY CITY OF CARM EL
and TOPOGRAPHIC SURVEY and CSO
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AMERICAN CONSULTING, INC.
Architects 7260 SHADELAND STATION
Con,,ultonts INDIANAPOLIS, IN 46256 -3917
Engineers (317) 547 -5580 FAX: (317) 5 3 -0270
0
s
Copyright C 1966 -2004 by American Consulting, Inc.
w SCALE: 1" = 50' REVISIONS DATE SHEET N0.
o DATE: Sept. 28, 2004
DRAWN BY: CMM
1
J
CHECKED BY: GLR JOB NO. 20040767 ARCHIVE NO. OF 3