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DRAINAGE SUMMARY:
The :l:4 acre site is located at the southwest comer of the intersection of City Center Drive
and 3 rd A venue Southwest and is part of the City Center proj eet. The exi sting terrain is
flat with grass being the only vegetabon on the site. Stom1 water runoff generally flows
to the north and east by sheet flow onto City Center Drive and 3rd Avenue Southwest.
Soil types found on the site are of the Crosby and Brookston varieties. The site is not
located within a floodplain.
Phase 1 oftbe proposed development consists of two 2-story office buildings with a
lower level parking facility and some above ground parking areas. The proposed sto11n
water drainage consists of a pipe system, which will convey runoff to the underground
detention area located south of the site. The underground detention area will be
constructed by the City of Carmel. The design for this system is currently being
reviewed by the City Engineer.
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eso Architects, Engineers & Interiors
STORM DRAIN FLOW TABULATION FORM
PROJECT NAME
DESCRIPTION
STORM FREQUENCY DESIGN YEAR
Parcel2S. Carmel City Center
-:, ,,:'
,_;l.".'-"'-->'~';'
. ';1;~."_-',"",',:,
11{\i200l I ~,05 rM
LOCATION
FROM TO
201
'.;;0.' ."'.
" :..:L.ii,;_:::~:
.~, ",:-', _~",,'=::!t:,
206
n, :=,..";",
205
204
".':":",-"
203
202
201
. ".'"
del
;.:;.~<,...
201
209
"';~-~."' -.
208
206
..,u"':' .:
~~_L .':'"
e1<2387
210
DEVELOPED CONDITIONS
INLET TlI.CRES
AREA r SUB
~ - - ". ,.;~ -'.
0,"";", ~,_,~_~.-7';,i'_:"
201 0.37
206
206 0,23
205
.~,,::_" _ .~~-J1~:i,~3;;~~'1
205 I 0.10
204
-> ;:L~ ,~_;;I,~',,;:1~,,(~:~:,j~,'.
204 I 0.06
203
'_".~" ~\;:;~','f',;;,_~: '~Jo-
.-
;..i-:"i"'-"-',;.
203 T 0.60
202
'_~, ;. f.'" '-"." :,....,~,;;.~;,
202 '1 0.06
."., .t ,4':~ '-':1o~_1';',,-;~; ,-'"
201 I 0.22
,..... ,.'- ',: 1.-*:,:;.;:_';;,.~~._:i~...-~
;.:c,',~"-....l-",, ....of' :..:'~~,
. .; . ..::...~,_..-,';"c_.:~~.;~~~~:~~,1~
209 I 016
208
c:~; .''< :::;~{..~c-._ ;;':~'! ~":~ '~,~-,
208 I 0.17
.., '_':0
~-' :r..
,.",,'-""_- ,""--P.t;.-:~~._I'~;"~
ex23B7 I 0.68
205
o._.-''''''''''"~-\:,-,_"~;,,,,,,~;,;;''';;"
.,.:: _....:i.:,'lIJ':!:._~:c: i'.",:,,',
",_:' 4' ~ ,~-
210 I '1.94
201
u , ,. "...',,_~
~ ,. - . .._."' ,,"V"",
.;..;~~/:\~....',:~
0.37
",9)\:>~..
0.98
,,0)0.13.-_
176
: :,{..~..j,;:i.'~::~-~.-
2..50
..",1:f:l1
4.65
TOTAL
COEFF.
"C" CA
0.85 0.31
0.85 0.24
...::;~.:_~:{~~~~;~~t<<;;~.
085 I 0.Q9
, :~1,.~~,:~~,:~~t~.,:,~j~:;I~.i
;i; '~,;JJ1o=;",
0.85 I 0.05
1.82
~1~'~E~,::~'~~.,h.~f~:':'~:~,
0.85 I 0.51
2.42
:~'~.' \~T:~ ~',,~.{._~~'&;.~;~\~
,.
::",'~.(-..,.'""""
0.65 I 0.01
".-;,)..L'~1.,~JJ;t~~,~ ~ :,:~~:i~,!
0.85 I 0.19
. ., "
;ir.~ ,~,;,":.!-:~,,"-:~..-,,~i~ej\-~:"'"
~ciiJ:1:.,~",~;,,."';'F~~~;~:':~k -
l';G'..i';$.:-:~.j.,:",i:,L~;-:~'!, ,~:,
7,::';'_';"1";,~C>',
0.75 I 0.12
0.16
11~L;'~~::.~i'::..'J~t~.,~;:;:~,
,". .-.
,~: ..{i.~! ~;'~:i~'
0.60 I 0.10
0.33
. ;iJ:~,::;~}"-iirf1."~~ ..:;'~:;::<~ -',
:.,.:;t;~11-"j,.,
I
.>~.',~~,!- ;'.~:';~~";~,b~:t:;~-,
0.60 I 0,41
0.68
::p~G~f~~~~1:.~~~;~~';..t ;;~~
:<~'---< ,:'1 ...-p',
.,- '-."".'.,,';e "'0,, ,.,.
0.85 I 1.66
1.94
~. ~.,:;~'i};,;.~r~hQ5{~~:""~
10
SUM
CA
TIME CONC. (minI
INLET DRAIN
0.31
0.22
0.77
UA1
1.27
1.32
1.83
1.90
1.65
3.73
0.12
0.22
0.41
165
10,00
10,00
5.00
10.61
10.00
11.07
10.00
'11.47
10.00
12.10
10.00
13.17
5.00
13.75
1\~':i:~ft1t~,~.
R~~:~_~'~2.:
OA6
cG:';~~'~;'~~'
::~.~f~j{;,::,F~r.;
:'--;ci!;:r....~i'
~A,:..:,.:}~'".f:..':.
!-i:~'"":,.~'-,~_~;r.; ,
10.00
10.00
10.00
11.07
;. ,..I
(~-!'i~.,~i.'.;."t,"l
'J,;!2;:-,;i1dJ
,,"~;~-~ex~:,
10.00
10.00
_,t%,Jct.;,
0.22
'10.00
10.00
:,~,;::A'......k..-:~~
TOTAL
0.61
10.00
10.61
5.00
'U7
1000
1.1A7
10.00
12.10
1000
1317
10.00
13.75
5.00
13.86
0.39
0.63
1.07
0.5B
01'1
1.07
0.38
0.14
INTEN.
"I"
10.00
11.07
10.00
11.45
'10.00
10.22
10.00
10.14
Png~ I (if' I
PROJECT No.
5.48
5,4B
6:98
5.34
5.48
5.25
"5.48
5.16
5.48
5.0-1
5.48
4.85
6.98
4.75
5.48
5.46
5,48
5.25
5,48
5.48
5.48
5A8
"0" =
CIA
CALCULATED
PIPE (full)
SIZE I SLOPE I
I I
1.72
1.72
1.66
4.14
0,47
6.65
0.28
6.81
2,79
9.22
0.37
9.19
1.31
11.72
"-::,.~~~~t:;:\~;.~,;~~~~~,%*;-;)t;,....,...;",:.;~~.~
.t" \€';-,;;","-!l::~ :.,....... """-".'V--:~.;\ .. ...~~
3.22
1-----
RIM" 83'1.35 2.75
'828.60 828.02
RIM- 831.15 3.13
-_.
828.02 827.63
RIM= 832.53 4.90
"827:'63" '82:7:28
RIM~ --833:10" 582
-827.28"82667-
RIM~ 831.88 5.21
82667' 826.35
RIM- 83200
826.35 826.19
RIM= 830,95 4.76
"826.'19 826.09
12 I 0.23 I 2,19
":./
15 I 0.41 1 3.37
22478
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COMPUTED BY'
GSS
CHECKED BY,
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0.013
LGTH
DESIGN
PIPE M.. Q Max VEL. HEMARKS
SLOPE full ftow lullllow INII. OUT INII. IN
II
c
MH Deplt
RIM/OUl
117 I 0.50 I 2.53
.;.W;'"r,,~ ~~",:~~;:=,,:~~......if<';~H';;~!" ~~. ,::~-,':,?~-;
';.",;"~,,""",-' .~_'--" ',.:.. .r,"
0.40
3.76
,
94 I 0.41 414 3.37
--.::~:,>""';;1~-<:.,, ~\._ ,; /~"~J....._'..,;,,~;!:.~:.li' :.., ;,..: ~-;.., .'""_'n':....,
18
"p,.-"".
18
042
i~r~:~~~~~i:~~;wi,:if~~;:~~~r:~~,?.fy-,;:: "
f;;~","~.'".~~tij;
~. .;i::t~~. :.;t~~;r,ii~~,,~"{":; _~, ;-.~
24 I 0,17
24 I
0.16
1 "'_..:',;<-"N
27
0.33
0.66
0.66
0.56
1.16
~.>i~~~-~~.A~~~~:.J.-- /-~'~i.;'~'\,:;,~,J,~!:~.<4" -""-
12 I 0.03 I 0.84
~';i^'l;:;;;~;;.:,)L~i~(:~::,~'~ i;~ J.1"'_':: 'v'.
3.85
146
89 I OAO I 6.65 I 3.76
2.93
...
2.93
0.17
0.42 I '0.81 I 3.85
.., ,~," ,,~,'
9.22 I 293
',,_~, ",\.,,,.c,._,',i-',: .'",.
189
565
446
0.33
102 I 0.16 I 9.19 I 2.93
446
29
~'-d..".'i''''ir''.':,:
~""-. ,,~;~
17.72
,.,-"'"'~:<:;":: .,..-.-
R1M= 832.70
82883"828'30 .
RIM~ 831.60
-828:30 828.11
c
3.87
165 I 0.32 I 2.02 I 2.57
3.30
12 I 0.11 I 1,48
_~._~...t- "'~;;;,~:;.:'... .' cC_:.." -->', ,L'" "T-:'.... ..,'..,-.,~ ~,' "::.,r...._
.1 ",,_.' .,.
:L '}:~~.~~zs~~1<~,i~'':.I'~:;~,'~.i':;.iWJ;.;',~
I I
I
59 I 0,32 I 202 I -2.57
I
I
;.."brf:~-:';'~:'~~_"'c;., .''!-::~'I';' '~;".;~n,-'.' _~:". ...,
";~.\:,~.;:'1~,,.:~.t;:~::::~~~j~:.it;f);.H..f-. .J,,,,_ ' d:;.~" ._2~. ..,~ '" , I.':.,,~'~")'
RIM~ -832:';:;2" 3.52
829.00 82B:B;:;-
2.24
2.24
12 I 0.39 I 2.85
I I
9.03
9.03
..;~5S:i'~, 0>. }:IrF:,;;".~:~:;~~;',
21 1 032 I 3.76
",;;,C; S';'. ,;,'"
-:;.:. 'j~". '1'.:' ::~';'c
38 I 039 I 2.24 1 2.85
I I I
_._----1---
R1M= 830.95 4.66
826.29 826.19
,..,--...--...............~...........~."~-
32 I 0,32 I 903 I 3.76
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1:;;( RECE!VED
l, NOV 4 2002 9
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Carmel Dept. of Community serVi~S/~ ~ 9:ATE: 11/4/02
One Civic Square '~2E~-/PROJECT NO: 22478
Carmel, IN 46032
-",
~a.." Six Parkwood W
~ 600 E. 96th Street, Suite 550
~ ':.fIi.J. Indianapolis, Indiana 46240
C S 0 T 317.848.7800 F 317.574.1869
www.c:so-arc:h.com
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. .: ~:l.;ettetl:oY Tfan~sniittar\ ". 1
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RE: Carmel City Center Parcel 2B
A TTN: Jon Dobosiewicz
CONTACT PHONE: 571-2417
WE ARE SENDING YOU:
~1\t~eG)~1 1:2$1,j";:::j:
3
3
1
Sets of Construction Plans
Color Building Elevations
Drainage Report
THESE ARE TRANSMITTED:
o For approval
[gJ For your use
o As requested
o For review and comment
o Reviewed as submitted
o As noted
o Revise and Resubmit
o Rejected
o Resubmit for approval
o Submit for distribution
o Return corrected prints
o Other:
REMARKS:
The enclosed information is submitted for the November 20,2002 Technical Advisory Committee
Meeting.
Thank you,
CC: FILE
By: Greg Snelling
o 1-HR Courier 0 3-HR Courier 0 Fed-Ex 8:30 A.M. Delivery
o Fed-Ex Saturday Delivery 0 Fed-Ex 3:00 P.M. Delivery
o Fed-Ex 10:30 A.M. Delivery
o
o Fed-Ex Ground
IF ENCLOSURES ARE NOT AS INDICATED, PLEASE NOTIFY US AT ONCE.
11-4-02 JDobosiewicz Plans