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_l'S j o �. v �\ cr �+' \ . \\ '/ / NORMA POOL = 743.0 � J ( FOR CALLS OUTSIDE OF INDIANA
EXI STI N G \`�- \
_ � / s / 100 AR = 746.50
s mss- /y.9,1�� .o�� / t PER INDIANA STATE LAW IS -69-1991.
\ /cQ. . / o \ BOOM = 734.0 ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE
LAKE
° °�� /�° % ><S \ �� �% / WITHOUT NOTIFYING THE UNDERGROUND
26 7 `�` SCA - 50
\ x > < \ > PRESERVES
SCALE: 1 LOCATION SERVICE TWO (2) WORKING
NORMAL POOL = 743.0 /� 'phi > >s� s�, s 7 so o \
_ '°s s DAYS BEFORE COMMENCING WORK.
S� \ TREE LINE
r
N 74 .5 110.92'
100 -'
� •s
YEAR - 746.50 1T T� 1L
4•
; DU&SE �_.._. " "1C.�1G�
_ _0.78p,
S
67 ,. > %k 1 ,,• Ott. F .
HOLEY HOLEY SAYS
" DON'T
DIG
BLIND"
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARED OR
RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF
CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY
SEWER AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES, ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
8. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES AREA TO BE EQUALLY SPACED BETWEEN
29n/0 %N °G ,�g0�p `� ✓\�'o, ',� \ `� �y. 1 -----+---- Existing Storm Sewer EXPANSION JOINTS, CONTRACTION JOINTS AND
0 749 2 a o / QQ \ 8��?, \�s�''so �� \oo �� sx >s�, 's, �$ -'sem PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A
6U oo s \OGS �\ CONTRACTION JOINT EVERY 20' OR LESS.
New Storm Sewer 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
�Op ! CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
X50' \ 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
rQQ
753
6 UV
2 25' B•L / '- 0 69 Existing Sanitary Sewer APPLICABLE O.S.H.A.
r 5 �' ��, �/ \ ���� i \ n r PERFORMED IN COMPLIANCE WITH
_ STANDARDS FOR WORKER SAFETY.
h _ 80.00 7 .o f `-- -'" -'\ , __. . - . cS \ �/
0
DU&SE f �o \s. �� \ `, ' � \ � � \ �.., � ;' New Sanitar Sewer 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
2 7510 �ls 0 �$3oG y 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
72
751•e ��\F 4 �� c,�, >`� \ �� 79>s� O o � _ CROSSES PROPOSED HOUSE PADS. ALL FIELD TELES
o \ .G >�\ Existing Contour INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
+65.57 6+00 . S� �� ?
- 640 6' �s?. \ > \ �' °o -� t SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
4 / \
751.89 751.68 6t2816_ � 1 . win � 155 E tion
'9° \ SS ;` �h•. i WRITING THE OWNER AND THE ENGINEER IN ANY
64, s �S� �.h"' L , oo poo �, �, Existing Elevation
751. ROP; \ • 1 0
1 � � ,,_ ^ ,. „ ._- _ �5^ -- ^ 750 CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
So �n Wtn� 0 2` /� 15°`' ka5� x> \ �`- \ w/ description 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
EX:' 8>, PVC �� > \ BOLLARDS 15 0.S o 0 750• ` / o �� > so f p
�S oopr� 2�\ i o 7 470 71 J _ _ 25� ,�o , �y�>O > ,\ �. PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL
4114 2r,� xo? s3� n / �kh ik o �'• 000.00 New Pavement Grade UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
751.8 2$ 97'
sto,�5 DVi Q �h� - QO J, A ,4, . PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557).
154.2 10� .90 3kp0 \s- U �s� o F
a \ 4 I [� All Other Finish Grades
CLO p " �\ Sd '7 �' �.qc. ", 753.4 25' B.L. - 153.2 pC 12}81.011 _ ...
A,
MANHO(� �2p� oo ,V s8x ?�• I 15' DU&SE 25'2 0 �,, 1g311 1�' �� > �`�x
30 \ \ d, ��X q'J .p �� _ �'P - - - � h4:65 0 N rrj 491 � oo \ �. \ F
s� , 752.4 63 12+00 - ���' s� 0 Storm Structure Number
0 80.00' 0 Revisions
98
� o00
O Gb , x?26 ■ ■ ■ ■ ■ 7 54.39 06 • Q`iQ / f .o
EXISTING 66 �s? 69 Pj 111 153 •011 , OF 8 / >J„ i \ 1 \ fF 1. 1 / MG: REVISED PER TAC COMMENTS.
2. 95/98 BET: REVISED PER TAC COMMENTS
/ - 152. O Sanitary Structure Number 3. 06/17/99, BET, REVISED LOT CONFIGURATION PER CLIENT.
o p• yc .84
PC 11+0 , 1 3 4 oxo `'�,' 000
4. 08/02/99, BET, REVISED BOUNDARY BETWEEN SECTIONS AT HEATON PASS.
PT 9+80.28 st t 10+00 _TRA 752.38 752.38 2 , 90 0 SE ��'� > o o`�
CHAPMAN S CLAIM
��' �� 752.30' 751.60 5.13 153 2� �' o �� l Flow Arrow
TI ON ONE,. LK B 4+20.40 751.4 sts 2 25 ,
SEC Q
2.4 1 .9 cs - 5� 496p O 75 .6 12. 52.77 &SV / 154'9 A 58 &. 1 �� \ 81 752.0
15 .---• COMMONS" x ' ou O
x 123.2 ass 487 20 - 3 �. Awn co Denotes Elevation and
O ,gyp. 198' OF 8" PVC 154 \ o 's
31 1�6' mss\ ��� PT 2+26.5 + - PC 3+58.3 - - - -` 25' a� 59 �.� y �, x \ Approximate Pad Size
$.
753.6
i � •t�i Gid `::_- - "'' �p+ % � N l r _.. % ''' "''� W , ..-..-+• " f• j' _
II mss' `tF s1 60 6„
Subsurface Dram
.65 2.315,DU&SE 61
Ln L
OUgGS� L 000.00
7
753.9 •9 10,- 53 5 A I ... ,�
.9
753 •{ _ g5o -�, I ' o ' 82 Swale GG11
7 0.2 I
3
5
/ 6 I
r 50 1 B 8� •" I N '�
3� n 63� LO
- 62 2 �....._.
�. I
_ _-.
/ / �. 150 i / ' 615 &SE , `ted ^ N- Denotes Window -out
64 / Iw - \ 90 % �o ou �; 1V.
, o o M Win/0 Lot
1
x,51. 10 _ , ■ Protective Bollard
EX TC=749.43 O ti /° - o l I la* RCP 1 4 i� \ \!O_ ! - _ N / w C$02 p���`\ fi L q
�,�............... sy
49:
Cow =)
150 9 I QF o. OG 57 A i' 163. si�'r 48 5
O /��°' ,,moo �, I I f ' ,4•-i 1501 O ��\�� r r /.,_ , l l 492 `°
Q . _,�•=c_`5o.00 ,4 2 � - 158 e � � s• h°`• /i ti r � ; �
Wks
/ �' 1 92' -- 10' W
33 10' DU&SE ahoy TC=7:19.50 106• r� \,,: �\ I r do
p
EX TC -749 66 t � J
- ---- - ----- --- 750.5
27 4 182.9' 750.6 749.9 9.32' 1o.a , J - 750.1 ; ° / h LIMITS OF 100 YEAR FLOODPLAIN PER
cr \ ham'' ' r-' I /_>
_ _ _ 9 �' / °° '` `' -'� SCALED INTERPOLATION OF THE F.I.R.M.
- - ^ �� MAP FOR THE CITY OF CARMEL, INDIANA
5 ' - 10' DU&SE 213 OF 18 R ; ;' / o. o f 1`' �2
f 1 w °
I/ : �3
ILLJCOMMUNITY PANEL NUMBER 180081-0010C.
co N `' p 6, 61ji' ` CQ Q fi
Q / ;�3 O 4� R �� 15 y oo
0 l o 12
-Go o 54
3 t� -_ $ 25' S �' ' g6.82 z5k�
- - - i o i 154 -�'' �o
`v f o o I of �,, 4A14.55c,� r
f h o o - 53 15 3 ��° 6�fi 1 41
^ J ,n ,
• ���1STERF�.• ';
No.
-o 9800085
�o
STATE OF '
lk/1"SS/oNAL
CERTIFIED BY
THIS DRA'MNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
50 %� 51 �� 52 155.1 pu�SE 9000 ' 4+00 �� s�- o / �& LIMITS OF 100 YEAR FLOODWAY PER
15 2 gyp. ss �, �h > 1998, The Schneider Corporation
'``� r , �,I 25' 8�' ', 15 •6 23+8296 152.111 tis �, '/ .\h°' \o.. / oS? SCALED INTERPOLATION OF THE FLOODWAY
BOUNDARY AND FLOODWAY MAP FOR THE
25 r 752.2 I 753.6 1 4.1 �3koo /go.a2 `5� / �,�
TIle
753.6 752.8
- �' �4.4� 43 33 SE - 15 � � o-Tc=7a5.eo. CITY OF CARMEL, INDIANA COMMUNITY PANEL
/ • �� NUMBER 180081-0010.
15' Q TC=7 30 44 1'5' DU&SE_ _ � `- � 153' 15 • 20 Di �' ".. -3 0 "
15' DU10101
- - - -r =- - 5 15 .3 , ¢ ScImeider38 OF t RCP ' 751.0 66' 7 .22kp0g0,�
/ ,5 h
,oGn .53 62.83 751.8 751.2 91.00 4.4 53. P1 21t63.3o g1 153.8 �5� /
•�
14 153. 'jNpo00
i
3 489 / CoToraton
EX. s 6+85 44 21+00 15 . i _ . /
6 '✓G 17+0p "PT 17+47.76 18+00 - 19+ 30' 15QR� 645 20+00 PC 20+35.05 HEATON _ f- S� , 154.8 �, �,pI
752,27 - , '� 751.42 752.43 1542 Zo o,. o y�� APPROXIMATE 100 YEAR B.F.E. PER VESTAL
�� 751.94 751.58 0 750 88 646 750.87 20• -- 5 a 3
En: 8�j� Ln TC=750.52 6666 a• pvC 2 5 S�• °= o 12726 Hamilton Crossing Blvd. Engineering
1531 261 y- 155• 87 , v, w1n�� , p��% / °�' DITCH SECTIONS IN THE FLOOD INSURANCE Carmel, Indiana Surveying
MANHOLE
Lq
�-
51.5 90.00'
750. 90.00' 751.7
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L
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r-
35 35
a 752.5
cV
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`9z' X0.11' 17
20 DU&SE MA
51.5 90.00'
750. 90.00' 751.7
_
488 _ - -- -
HOLE- 476
226 OF 8 PVC
- 20' DU&SE _
753.7
a 752.5
.� 753.0 25 B.L.
N 754.1 w
753.1CN
N
LO
_^ 94
93
92
91
90 'j,
o
0
0 749.0
g 750.190
L Win
0
Win /O
15' DU&SE
' "
15' DU&SE
_T
750.0 90.00 '
750.0 90 00
750.0 90.00'
748. 90.00'
747. _ -112 5' /
OLi �a p�� a STUDY BY U.S.G.S. PROVIDED BY INDIANA 46032 Landscape Architecture
DEPARTMENT OF NATURAL RESOURCES. 317-574-3797 GIS o LIS
8 / 317-574-37419 Fax Geology
PRESERVE TREE LINE
89 \� / Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
ALONG EAST PROPERTY
1512 Q Q� r
LINE.
�,•,�/o \,0 � - ' 9°' ,08.62 BUCK A" 0�
�{
l� V Mf
pu�•S.�i ' .65 �to E, 6
0 3g2
BDC/CARDINAL ASSOCIATES, LP.
•y
CHAPMAN'S CLAIM AT PRAIRIE VIEW SEC. 2A & 213
CARMEL, INDIANA
$ 00 Malq�
S _
� ►\ DEVELOPMENT PLAN
141.0 DU&SE
\ 1oa.o� Cj BENCHMARK
Date Project No. Drawn if TBM #1
1410 Q
06/15/98 1065.32 MG
500.22 USGS BENCHMARK
$ -
- - � DISK STAMPED "95 REP" IN CONCRETE POST t1' ABOVE GROUND Computer Files Sheet No.
n •M P` " " Q�O 'rI� l AT THE NW CORNER OF 131st & RIVER ROAD. J:\1065\DWGS\32\ClOI.DWG
BLOCK A -' / PRESERVE TREE LINE BLOCK A /� \ . = XREF: 32ABASE.DWG, 32BBASE.DWG
�jQ : - �� ELEVATION 751.46 XREF: 31BASE.DWG (C 1-31L
COMMONS �� , ` ` ry XREF: 23BASE.DWG
COMMONS REF 1065TOP0,DWG
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