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850.15 850.76
5.�6 > �51.05 847.48 INV. = 846.6
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855�01; � ��
. . . . � 850.98 85p i 847.41
851.44
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X 852.47
POND
847.50
847.46
847.45
= 847.6 �
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N II 85239 � II
x 851.99 ��1 ��9 �� .��+ � 850.8� x 850. 3x 851.79 851.18
51. ,i w� Q •..,,, 1" 0.47 851.64 651.94 851.35
851.61 � O�p / ��' x `� 3 x 851.62 ��_,......�I�. � o
�5x `� x 851.51 x .......................................x.....................................................g..,,...$52�.{}3............... 852.16 852.35 x 8b�2>11 N 1 � • � 851.83
851.09 � 851.47 : 85258 o W 851.67
x 85�•52 `"`� " 852•2� � Certificate of Surve
, , � �
<y;� x 852.18 852.21 w �5� � 51.10 i
54 x 851.37 W 51.69 '
851.25 x a��.3� ASPHALT 851.58 �� x 852.03 •�'�8 � 651.23 � II a a� 8• � 5�.s4 To the best of my knowledge and belief the within plat represents
851.56
�' x 852.35 852.40 a5z,za��°�` � 1 ��.ss ���:�� a topographic survey made under my supervision on November
8�3s� `� ,��� l;* i�;; � M_-, j a # 3 851.93 ��.� 24� 1999. The topogrophic data was gathered using standord
p 851.73 85}.31 � �� 7 9 ia surveying techniques with an Electronic total station a�d
; .85 . 2 � '� 4. : � � � t � �22• , � > 852.52 : � ✓`Y i I � i � � � a i
/ �:�._,...�..,....... ,
X � •�•�„� �, •�" ;.��::::� :������: 85�� 851.55 a a collector. Elevations on hard surfoces or structures are
.. ....
X •,..� ' � �� • , 55.� � , accurate to within 0.05 feet, elevations on natural surfaces are
850.08 �..._,,. ..._.......� ..........................._.........__....... ..... 1.
�.. ..-.� .................�............w..�.. � 8�. �..--.�-..-...�.._.............._..........._........._.._.. ..._..,.�........................_..._.�..� �`�# �� accurate to within 0.1 feet. Contours are plotted based upon
.......�.._.......�... ; � t
��.. 850. ..,_.85Q,51.......�__m ........ ......�850.38 �0.49 1f �`�� � j�t e5i s�� a52.oa , eon and are accurote to
, 851.23
�-•_�„..,�. ...-�-�---��-������--�-�- ---- �{ 851 � interpolation of spot elevations shown her
....._.M....... ....�.........._. �.
.........._.M.....
w.,,,,,, " B5�•29 '`, � i�":�'- ' �� 3 > generolly within one half contour interval.
� MyY � °',,.. ,-.�.•�.._""" _ � 852.0�`^�.,Ty 851A5,rc�`',��; �' � �o i
f� X 852.67 ``� X 851.65 �;'-'''' x � x 851.20 i�w��,1' � €, �
/ , x 851.7� 852.5fi � f �
� � � x a�zs2 � s52 o i " 5„2 851.6$ � 1 851.35 Richard H. �liller ---�---------
�..,, ^ X x $
� .45 � 851.gg � M� -° � .. `,., �; � � II 851 74 �; �.B �2.31 ��.55 Registered Land Surveyor �860001
. I �� X 851.77 x 851.46 � ; �� `• �
�` �� � �� `� a u , i Decembe� 7, 1999
� t�'� � p x 853.40 ,� ; ao u II ? �
� ,,- f i � , `1. X 851.67 II � �
, " ' �
.- � ; � � s r . ° r #15
� >f €
# � �'�1 � � � X 851. 9 � .. . ... •• � 851 07 � r ;
,
; � 57.�7 � , � &..853A3--.... t�:?.� ..._._...�..�........ � 852.75 <� i ' :
;� j 1 I�X t. 651.11� � '
f � i � x 851.3 851.28 3� 852.14 A� 3fi 851.4&
,f 4 �� �� { s i � �� � 851.98 "'�`• 851.62
�� j'��... �1 t � � � 85 x Y9 X 851.07 : � � �
t852.10 ' x 852.44 = r II �
��� 85 �fi ;� � �� � 3 x 85224 ° � � OL CI�R
; � £� � � � �
J� f � x 851.67 ,,,..�c 851.98 I II z � 851566
f J
� � 6�3�� �� � f', X 852.33�;.�-'° � ll1405 . # ��R OPTIC
� � ss2.2 �-
#� �£�� t� 1 X 851.26 r s�£,s. $5�.17 j+ > N rr 51.45 . I�ANHOLE
� � � � # � ` s � . € °"Y 1 �8�.51 ',851.9
• � # � � � 852�3 ! ,f'''�� ^. • ' t�! ---$cr�---n--g5 �Q` � 51 24 EX i ' WATER
13
14
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ASSUMED NORTH
SCALE 1" = 50'
su' o zs so' ,00'
� , , � { � w�� . �. W . �
BENCHAIARKS
£ � � � S � , � � � I I � 4; x 85 . 5 ' 85� 1.26 -
' � ' 4� � � } � � x 851.68 i X 852.21``�.. � � I ' '; `� 851.07 �
� �� ` � ,w C� --.. 853.45 { = � I f � ; � X 852.49 �� ; BENCHNARK
'� ' .$4� X ss� 4 0 �rt � � � � t , � � ,,,�� 851.84 � x �52 � r f � � 'Q
� 853.3fi x ' N' t i 1 r� �,,. , t``�. ,i r � I I ��
1 s 3 � �8 0�� .w , �851.92 � ; ;: Z
t X s5�a1 ���� I !�� # i � x 85t.so ._..M. k`�' '�� � � b :� �� � Q CU7 'SQUARE' ON THE SOUTHERNYOST UGHT BASE ON iHE INTEGRATED SY5TE11'S PROPERTY (FORYERLY'
a� � � I� x 853.09 �i i{��� ���� �; � � � ACCESS � p �: II .] HEWLETT PACKARD) AND 300 FEET SOUTH OF THE CENTER OF SECTIOM 35, TOWNSHIP 18 NORTH, RANGE 3
��R � � 85 1 0 2 5 1 �� " 85�'28 COLLEGE DRIVE EAST AND 95 FEET WEST OF PEI�P151flVANIA STREET.
� II � � � ���� '��� � 852.51• X 851.70
851.7
� ; t i� �� i � G X 85� � 27x 852.0 �
. � � II j X as s � � � � � �� ! _ _ � , d t � Z ELEVATION = 853.46 (NGVD 1929)
� � €� � � x 851.49 q II � � W
� II �� � ` � � � ! � 851.98 �
� � `3�s�' � � { ; >��-_-_ _..X_a5o.ss
� � � : : ��. � �,,w .�-�r.o�` •�., x a5�.ns � �I � � �" 851.03 Utilities
�8 2.41 I� x e54.as ; ':� ��� � �''�, _„�- :, °� '�.``�,,� � � x�,y�� 851.28 CUT 'X' NORTH BONNET BOLT FlRE HYDRANT 140' WEST t tiF �
p ` T ��i BAp( OF CURB OF PENNSYLVIWIA
8 4. �' 8 5 3. 9 4 54.11 8 5 3. 4 x 8 5 4. 1 9 ��� ��'�, { � t 8 5 3. 1 3 � " 851.87 ,,,M�-" ��,,L 1 I I ?� _ 6" P V C ,,, 851.31 � S S T R E ET A N D 2 0 F E ET N O R T H t O F TH E N O RTH E D G E O F EXI STIN G PA V E M E N 7 P A R K I N G L O T.
� � �•� � � � �'�a�o.sa x°�oss #1557 j$sr.o� 3 i ss�.�a � a�i�is EI.EVnTION = 854.275
� � � � � �� Indiana Gas Company
_ � � �, ,�`r�� � ` � £ �GRASS AND WEEDS $ 851.50 15900 Allisonville Rood
� F i 1 � ��`°�, � { � 851• 85�2.05 85 6651.60 Noblesville, Indiana 46060
� � x 854.75 � s8�8: � � -� 4� ....� ��I
� II � x � � � II � 851.57 (317)773-0430
{ �� ���� � 85237 � x 850.53 `850.99.' g �
• � � � II � t�?.. � � � � x 850.46 � X 850.48 � 50.63 � :!
�: 85 46 x g54.63 x 851.76 � �� II } w�t@f .
j; 854.64 �. � n- � 851. 3 y 852.04
B`�,4. � ` 854.87 x 854.7 � I xX855.44 8�i0 �; 85�57 �; ( �o p v 8 X0.4 851.2 851.41
, e5�.�s Indianapolis Water Company
� 855. ,,,. � � � X 850.76 � � � 851.» !X 1220 Waterway Boule�rd
g�. 854.83 w ....�- �. 5s i "�5 r N 8� U Indianapdis, Indiona 46202
� x 85 .59 a�4.ss ��" ; � ; x .87 1 � x (317)639-1501 ext.222
� � � �0 x a5o.n �1551 M � ...�� ��
� • x 854.73 854. 5 : .w.° � �j
' d 54.27 � x 852.62 � ... ..................._..........,� 850.99 8�, PVC �" s �
����. 4. _ � '\`'�w........_.._.. __. \ � sso � � � �" Telephone
�'�1:sa��� ,,-�`�,, � � X s5tes `�. � � � �
� � 853.48 ��'�....__�.....� '�.r.........�....f ' '�, X a5o.ss ��a5o�� � r Ameritech
X 855.5 x
53.45 � '� ?'`�� a�o $ 5 850� 851 15 r g5�,g� � 85� 92 220 North Meridian Street
� � � �5.t9 x s�3.ao % � � ��� � ' 51•12 as,.a� ' ��.>> Indiana dis, Indiana 46204
855J9 854.63 852.4 II 853.37 � : ��"�. x 850.90 x �^ 85�1.41 �,a � p
� $ , � �,, � 265-4878 or 1-800-382-5544
BILLBOARD � � ASPFIAI.T �`'..w"..."' � x 851.40 x 851.63 r' ,,, 850.45 � ad
I ; � x 852.66 � s�- � '84��� X 85Q.$7 ,. _ � � � � j _
t ; :.
� � ! $ e�s.2s a�.��� . `� 34`'-� � �� � � Cable Television
< `�,
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t � II �„ as3.2� � '`�-.w. .._ �._-...,,., x 851.53 "~.,. ,,,`''� \ � II > � Jones Intercoble, lnc.
�........ ..................��-•
x � i E 853.36 �f 853.32 � x 852.36 .,.... �`'``,., ~�� '` .�€f ��' � Z 850.9 < � _
�.� � 852.25 3.28X 853.21 ��3.24 � ~°�� ......+!� � x � I I • 5 8�.6 � �� 850.80 CQ6 el S Ind anae46032 �
853.30 , 853.13 � " 85274 �, 43 � 85b.34 I .62 �",
II ' � x 85263 ,, � X a5�.so x qB50.95 �50. 6� as s� ° 12 (317�844-8877
85Z.50�'..,, .�•� 2.07 851.37 � � 851.01 31 �.32
A.` 852.96 852.76 " •.. �:" 851.71 .•� �.:.. . • s
850.79
• x 852.84 ...�+. �.�.� 850.9 ..� 851.0� Electric
��.°°.w.y.., ... � ._ _ .. ss2. 2 . a .Q� 850.99 � � 85 .93 � ' �, Public Service Indiana
II 852.95 X 852.89 X 852�0 X 851.88 ' ��� I a �`� ."`�•
__.......... �,.8�0.9 N I �5�.59 x 850.3 x 850.91 P.�. Box 312
� x 852.26 � �.wk� , N ;
II_. ._..... x �2�,.�.•r-•..�.--�., � ., � qgpHp�T N �1 � �� _ � • Noblesville, Indiana 46060
�Y ,, `!-,: 1��52. 4851.47x g5t 851.15 851102 � 850.95 B t��.82 8
II 852.65 ".85269 f°" I INV. ' 8. _< o.4s
� t _, ,..., ,85 66.02 851.74 851851.10 851 1 j . 61 , 8 50.65 �3� %�%%3-� 98�
852.99 � .. � � ��.`' �51.59 $b�.tV,7. � 851.06
II �"`�.,� .$�52.�8 852.70 ; i 849.92��� H5 6 X 851.5 .� 1 �'8� .6 . 850.3 7 x 850.77 SQ�ItOfj/ S@WEf ,
€ 849.$2857 42.._,.. ,,, rr. ,.�.�.83 � 850.11
x e�2•�s `asz.ss X s��62 f� /�� x aso.�s �,�' �,, s' � � 8 21 Cloy Township Regional Waste District
II �'� � �;'�a� � � ����,� x��.� 8�1 41 � I � � 10755 North College Avenue
852 84 �%�•'� �,' :'' � � Carmel, Indiana 46032
��.��� `�,� � ,'��t � ( l8" �` '' f'' � s o'? s { � � t �
� � `; �t � ��� '"` '� ��°` ll �2 ` , 51.25' e II sso.z i � (317) 844-9200
°�,,.� .� ��F . �" � � { t 851.03
852.74 � ? f x 1.22 � .., �/ � x£ .60 I I .1 850.0 k 8 0.33
II �52.'0 ;� .03 �.s� 4� , E<� `' �` aa�ro o.o� �� . � � ��a �3 85 79 'LS 850.66 a o.�o �sas.zo Storm Sewer
� � 853.2 � �` °` `� � cr ,%r � I)
� � .02 �� � 85 541 � .- City of Carmel
�II �as2.as ; 853.48 ,,� e� `, 33 ��� � II �� = C i t y H a l l, 1 C i v i c S q u a r e
�II ` {x � �0'37 � 50. 5 �s Carmel, Indiona 46032
� 19 � 850.98 �' � 6 5p.9
; x 853.26 ' ° 850.34 859.25 g,A5 : �
852.37 s } � �, 0.� 850.21X 850. 8�.27 I �a � a4s. � X s�.84 aas.ss (317) 571-2441
% 853.39 �, '�, 850.3 850 1 849. 850.09
.4�. . �: ,.
852.6,7 �� T f F"`, •. '�a� i,r� �T \ p p� l�`ctf �• 849. 850.47
�53.33 g�3�3 �� � Streets
853.� � .04�'' �",�(1.68 � T-
a�3.�o ''�� �''� �.� o�. �_> X e�.�s 4 .14 ,tor� City of Carmel
. ` `, � � � i .•'� '� ,,�''� ,�'�' I j . 53 850.5..�U 849.85
� � ,�'� � �, , ,�, , ndv. = City Hall, 1 Civic Squore
���1.86_...... . r �,. "�w�'� ,� � II l � 847 x 850. 850.02
6
.�. X g5 g3 • ,. j .� �r �� .f � t e�o s Carmel, Indiono 46032
x 852.� ..�"` 85 �9 / x 850.41 a� ; e . B49.5
II � (317) 571-2441
x 8529285292 x�2.� �� `� / �`�� / 850.�0 � S.� 849.7
x � X 852.45 �� ' � � 1 � V �
x��°�e % �� � 8�.50 II � E s5o Utlity Hotline: within Indiana 1-800-382-5544 outside Indiana
� � � as.s� � � � e�, 1-800-428-5200
I 850.38 849.53
� 5.0 `� �.�Z.85Q. � 849933 850.0 649.97 849.73 Note
x,,�SZ.Da._...� � II � i
1S �°°�f t
�` � 85� s s5X �� � { The nature, size and location of ut�ities are per plons and
•� • e � � 849•�2 s4s.�a locations provided by the respective utility companies. The above
X g5�,55 �� I� {{ list constitutes some, if not oll� of the utility companies which
,r'� 85�,s2 ��51''z I I a�; a4s.5 849.53 may provide service in the area of, and adjacent to, the subject
� r aas.a 8 5 0. o a5o.os 8 4 9• 7 2 o t base d u on t he in forma tion avai la b le t hrou h suc h lons
a��.a i � e P� 1� � P 9 P
_? 8� 8.63 ' O�ld IOCQ�IOf1S� and any incidentol visuol inspection. All utility
X��.21 `�e 3 � 849:� companies should be notified prior to ony excavation for field
`� ` � sas.3i location of services and veri6cation of size and nature of services.
� a��.3o ,,� s5i� I I s.a ��� �o
851.30
851.33 851 � I I �€ g49.74 X�9 52 A seParate Utility Report wos created as a part of the within
X 85 4 B49,�g survey, This report details our interaction with the various utility
��II ? 84883 849.53 9.� companies, contains copies of �the various utility plons and may
;�I •43 provide an indication of the accuracy of the location of the
��•4 /'F�R �n� �� utilities shown hereon. One copy of this report was provided with
• � � � 850 »'�' �0• � 849•83 the final copies of this survey to the client. Pleose contoct
i II 849��� Schneider Engineering Corp. if a�ditional copies are required.
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� �1145
� 49.84
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I II
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I II
3
4
5 I 6 I 7 I g I g ( 10 I 11 I 12
STRUC'NRE DATA TABLE
STRUCTURE �1062 STRUCTURE �1269
SANITARY MANHOLE CATCH BASIN
TC = 850.61 TC = 851.20
8" PVC INV. = 843.8(N j 12" RCP INV. = 849.1(N)
8" PVC INV. _$43.6(S) 15" RCP INV. = 849.0(SII�
STRUCTURE /1065 STRUCTURE �1359
CATCH BASIN CATCH BASIN
TC = 850.10 TC = 851.14
21' RCP INV. = 847.1(N) 15" RCP INV. = 848.3(N)
12" RCP INV. = 847.2(E) 18" RCP INV. = 848.1(S)
24" RCP INV. = 846.9(S j" STRUCTURE �1405
12" RCP INV. = 847.3(NH�}
CATCH BASIN ,
STRUCTURE /1082 TC = 851.05
C A T C H B A S I N 18" RCP INV. = 847.9(N)
TC = 849.76 21" RCP INV. = 847.8(S)
12� RCP INV. _ $48.0(SEo
STRUCTURE /1145 STRUCTURE �1550
CATCH BASIN CATCH BASIN
TC = 849.84 TC = 850.44
24' RCP INV. = 846.4(R) 21' RCP INV. = 847.3(N)
24" RCP INV. = 846.4(S) 21" RCP INV. = 847.3(S)
12" RCP INV. = 846.7(NW)
STRUCTURE ¢1551
STRUCTURE �1146 SANITARY MANHOLE
SANITARY MANHOLE TC = 850.99
{TC = 850.84 TC = 850.99
6' PVC INV. = 842.6(N) 8M PVC INV. = 844.9(N)
8' PVC INV. = 842.6(S) 8 PVC INV. = 844.8(S)
6� PVC INV. = 842.8(NII� 8� PVC INV. = 845.U(VV�
STRUCTURE �1171 STRUCTURE �1557
BEEHIVE SANITARY MANHOLE
TC = 851.44 TC = 851.08
15" RCP INV. = 847.2(N) 8" PVC INV. = 845.2(N)
18" RCP INV. = 847.1(S) 6" PVC INV. = 846.2(E)
8' PVC INV. = 845.2(S)
STRUCTURE �1561
SANITARY MANHOLE
TC = 851.07
8� PVC INV. = 846.1(N)
8" PVC INV. = 845.7(S)
13 I 14
15
15
L_EGEN �
� � � INLET OR CATCH BASIN
�IANHOLE
o�oCLEANOUT
# AREA LIGHT
�--� UTILITY POLE WITH GUY WIRE
1�R UTILITY POLE WITH RISER
'�k� FLAG POLE
� TRAFFIC POLE
o� UTILITY PEDESTAL •
OE ELECTRIC METER
� ELECTRIC TRANSFORMER
0 CONDIIIQNING UNfT
-►o- UTILITY VALVE
17 HYDRANT ,
O WELL
� WATER VALVE
OW WATER METER
-�- GAS VALVE
O� GAS METER
�-o- -� SIGNS
� MAILBOX
� � � TREE, SHRUB, STUMP
. � BENCHMARK
--____-__� SOIL BORING
OVERHEAD UTILITY LINES
T v UNDERGROUND TELEVISION LINES
E UNDERGROUND ELECTRIC LINES
T UNDERGROUND TELEPHONE LINES
F UNOERGROUND FORCE MAIN�
G UNDERGROUND GAS LINE
w UNDERGROUND WATER LINE
s UNDERGROUND SEWER LINE
�,��,.""'��,�,�~•�„�V�"�W��. EDGE OF WOODS
___.,_.�_w..........�._..�...�..�.,,.. FENCE LINE
-����-�--°��--- FLOW LINE
Revisions
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CERTIFlED BY
iHIS DRAWNC AND iliE IDEAS, DESICNS IWD COMCEPTS CONTAWED
�REU� u� n� �xausn� w�u�c�ua r�o�rin o� � sa�meR
CORPORA710N MID ARE NOT TO 8E USED OR REPRODUCED W WHOI.E OR OJ D
PART. YNTHOUT 1HE WRITIEN CONSENT OF 1HE SCHNEIDER t�ORATION,
1999� The Schneider Corporation
r � The
Sch�ieider � .
CO 1�`d�h.Ol1 �
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3 0 2 0 N o r t h P o s t R o a d Engineering
Indianapoli3� Indiana Surveying.
46226-6518 Landscape Architecture
317-898-8282 GIS • LIS
317-899-8010 Fax Geology
Formerly Schneider Bngineering Corp. / Bohlen. lleyer. Gibson dc Assoc.
REI INVESTMENTS, INC.
RESIDENCE INN B
CARMEL, INDIANA
� TOPOGRAPHIC SURVEY
116TH ST. & PENN. ST.
Date Project No. Drawn Approv.
12/06/99 438.003 CMC
Computer Files Sheet No. q
J:\438\003\DWGS\438003T2.DVNG ,
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