HomeMy WebLinkAbout04120019.3il
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\ \ \ ex`\ storm ni
\ for 691.23 - --
_ �j� \^ v= 882.58 (ne
\ (nv= �88.48 sw - -ex. �? _____ _-- ------ - - - - -- -- ___ -��` /\ ` \
inv = 8X9,90 nw� Q ex. curb Inlet ----- ® - -'--
Vo
_ ex. curb ir,iet J ,
L Inv= 879.86 (se) /// �' //r ` : f�V l„ �cP
\ \ _ tar= 892.00_ 1 tor= 892.04
'nv=889.1,1 s; inv = 890.04
inv= 889.29 (n w)
ex. storm Inlet
ex. curb in,e+ f
V / / AA 1 tor= 891.97 / I tor= 889.89
9017-- fnv =$82.54
In (nw)
. inv=884.59 (s)
eic beehive inlet \ ' awl j i� / / inv =88254 �ne)
_ /
\ , tar ° - - - t /
fnv\ -- 888.94 s) \ \ \�� I - '1.j_ %! / °'Ph / /� y
r w .
inv=8 8.89 `Y
qq` s '� R - 368.45'
m.h. 1• /i i / / /,/ e,,,r ®' ll � _, B w lEas cc,r-lle ' ��'�'� ex 1 -_ A Q?�1 n '� �i, l
ex. storm
- _
tor- 893.57 C�3� - - - -L
\ inv= 889.72 In w !i '� - e!
7
N \ nv =889 07 wJ fe inv= 884.77 } �1/ \ g w ' \ _
a
ex. curb inlet / -� r � °� � ,r /
nv= 880.37 \
tor= 892.80 ` %
Q \ 'nv= 890.70 sw) �' _, -� i/ ha\;l _ ex. curb inlet
p, inv= 890.70 (eZ / /// �A \ �� _ �csp -q \ to =89 84
inv = 889834
o
--ol _ 9 w, �� _ _ _ _ _ - °\ \ -"" _ _..� \ � � ^ ® � � � //i S550,35'1 0 W
-1f " 34.60
cU \ ex. storm m.h. ®�
\ tor= 894.74 .0 ; cP a %� _ 1 - �\ c r uI: I' d�
O \ \1nv= 891.24 (ne ex, curb _ GOP
I \.'� \ 6 '1 x. cr.ib inlet
\ S inv= 891.14 sw z sg 4.15 s ` cut' U o ,_% q tom' \ \ 1 }fitt lo, =881 20
G nv= 89.14 �se '2 °i ri _� / E?'. Q nv =883.60 (w)
\ k. x • �!v= 892.00 ' _ ° °'° L� - ex. curb inlet _ ` 1
\ \ (`Jw= B9i9�rne) °_ \ / I ® / inv- 883.30 ?se}
\ ♦ �_� ° tar= 892.81 �C,
.
\ p \ ®/ inv= 890.96
'� , • _- Sw _e ° %% %' ,v1. ! ,'. / \ s PpSp
� d 113 1
\ �� , ._ ��. - - RGE - .
4.66 /
�- _ -
0 18143 mop
1 mop
G6 l Ponhardle o \\ �' �' two
Eastern
one �utA
. � 1
ex, curb inlet ' / \
\ _
_+n
/
,
tar= 894.07 r% ® �
irav= 891.97 1 i
li A \ A
\Pankondle
ii East rn
i \kgcs marker / 8 \ ` \\ S \
Ionhandle , �� f - ,\
astern A \�1 \ .o s-
8' 4 \\
Ls &low
V A
It \%
dirt mound
SOP ERA PRGE�
\ \It ` 3 `��;.. WEST CARMEL CENTER - BLOCK D
PROPOSED UROUND- MOUNTED SIG vv \�L,
�11 \ (REFER TC1�A CHITECTURAL PLAN vk a _
\a
G `,
FOR DETAILS \ `t
\\ x an nn .h, m 'y \ \la
�F. 1
d8i.72 1 \� t
\sw)
G vv a \ V it
11, \\ t1 \ !1 ex, curb inlet
tor= 889.97
4 � \ inv = 884.47 (,l (s
\\ \ I 1\ inv= 884.42 ne
ex.
ii It
89)
•\
s
v a
vv \1A N
E \handle \\ ±!I Gti! _
\ 1 \\ \ <
It
it
i
`" 1' \ \\ \o Z O \9 \ \ \ \ \\ \ Cn I 131
It
k �\ 7 Q A\ VA nrkrr < I A\
co \ \ \ p \ (n Y� 1x ,
/ \ \ m \ \ \_ \\ \ \ \
-
1 °, 1 y �ul)
It
i \\
FU %IJR
1 a
,
\� \o \ \ \ \
\ DEVEL QPMEM T \ \\ \
v O
\VA ex. curb inlet
\\ s
tor= 890.82
G \ VA A inv = 885.52 Cs
w
(' �� �� \ \� \ \ �� G A\ \ \�A - -_ - A A _ .�Q�_ inv= 885.52(nw
u , \
(nom \ 1 `_, \_.\ - �K 11
\
1 9a \ �p 1 N - �h 1\
1
\ \co , „ 11
It It It \ \ Z _ __ -__ -
nlet \ \\ - _ _-- 0 It
31 1 N f C , _ _ _ \ \\ \\ \ \ �o xy l r
)6 sw ���,�/ __ -- - _ I
51 �se� e'34Ziii _-, -'' \ -. -- - \ \ \ �` - - - _ h' - - �` 1 \� d3� NO' 11 _
\
ex. storm m.h. \ \ 1 rn _ _ \ - - - \ - -
for =895.82 1 *� , 3 ` \ \� - ° \ \1 \ - - -� \�
Inv- 889.17 (nw R , \ a = _ {�
inv= 889.37 ne " \ \R^ 1 a �7 4 \\
4
inv = 889.37 �sw m.b. R \R 1 i \ 1 - - - - - -
1 \� a. , \ \
\ 1 tn
M 0575 \\ \\ \ , \
\1 \ 1 1 ` \ L - _ -- - - - --
�,
�� � � 1� � 1 \ � 1`\ ex. curb inlet
�� \
ta• =889 35
l
ex. curb inlet 1 \\ \I V1 ti e� cu� i et \
tor= 894.64 \\1 I \� \ i i1
'i
inv= 891.24 ¢ \\ I ,,.1 1 \ \ `, =__� (
ex. 12" rep 1 k \1 I , \1 1� rcp 1 1 \ Un
RITTER'S i`" G G , _ , ', EXISTING
FROZEN ► \\ \o \ `! G\ i :l BANK ONE L. a ��0
CUSTARD 1,vv\ �� V I BLDG. ,
� I
ex. curb inlet \\ \ \
tor= 893.79
inv = 889.09 se) `11 \ 1 1,, 1 \ ` \ \ -' - -- - - -(-.. -- - _ _ - - - - - __ I 1
inv = 890.09 n) 1 pU \ \1,` ` it G - -- ( I '�� (a - -
fnv= 889.09 fT m e j1 1 I'
inv = 8$9.09 sw� \ I
111 - . --A_ `1 '
ex. son. ni �i� f R\ 1 \1°
tor= 894.94 -
1nv= 883.74 (ne)
ex. 8" pvc e
inv = 883.74 (sw)
ex. son. mlh. \
- - -- iI
- - --
tar = 892.41
inv =88316 11\ \\ q, ---A
inv 886.20 sw)
inv= 886.15 �ne)
'c?, ®ryJ _ �. /Jl
la
\ \ 00
NORTHWESTERN N �►\ -
\
\\ REGULATED DRAIN EASEMENT
crn
1 \ \\
lt
inv
MEDFORD PLACE
d7r� 49
, � ` � in 4:_.879..39 i,.ti.� 1 .. - -•!� li1 � I \ \\ �FC L
1 I /
- - - - - - I I \ ` it
aA
l y
ne� \ �� \• a urb Inlet . - - - - - --
inv= 883.16 wj 3\ 'J \R $$ _
1 j 3\ no 89.60 \. \ ! \ '1 1\ 6' WIDE PE ME R PLANTING AREA s
ex. curb inlet , �\ -
1 "•\ re$ ^cs vent \ - - - -- - -
9 64
IF
ti
127 rrP__9
- I - -_I -- -___ -- 1 ex. cur inlet '
tor= 892.24 , 1 �X.� \ y \ r -- - - - - - - 1 - -`_ -- _------- - - -- -- - _---- __-- - ° - - -- -
-Ili -I �� for 89QQ.90
I � I inc-5 5 se
x \ Ec handle ` - - - - - - - - -- J / !nv =886. 5 f ne�'
inv = 889.54 se) 1 = �R� � � E stern � -..4;• \ f \ 3�' PROPOSED GROUND-MOUNTED SIGN � r� =u• cc � rr � _
inv-- 889.54 �nw) ^ r p ..L SETBACK (REFER TO ARCHITECTURAL PLANS rr { `r \ 1
r 13.25
FOR DETAILS)
ex. storm m.h. \ 3.60' PARK NORTHWESTERN s >;.
a , t cfnui .
�> \ N20�57'18 "W
tor= 8x3.38 ex�e �� a• \ 1 \ 1 REGULATED DRAIN EASEMENT
Inv= 888.93 (se N 52 -
4s'` F` ll � 039, .,W 684.17'
inv = 888.85 (ne3 �2s�� li �, , `', 1 -- ___ -15' FROM PIPE CENTERLINE 8 ? rr f � ' `�"' 1 \
( - Inv -- 8.4 1
inv = 888.53 s} ex. 12` pvc ° � - - -- � -? --= x_= ?�.?.,V -_ ----- - - - - -- - - - - - -- - - - - -- `'--------- - - - - -- � \ ex. !..' o - �' �.
n
p�
ex. 46 `
x
c - �f
x _
�-- - - - -' - -- nv -8 7 - - - --
y �`_ ___- -lftrk t\� Fi - 8 .45 t, - - c,16'w-------------- -i6'w- -- --- -�----- -1~'w-
ex. son. m.h.
In v=888,91 To t ,85 \ \ \\
-� \ u (i - -- - - -- - - - -- -- - -- -- -- -- - -- - -- - - -- - - -- -- -- -- -- - -- -- `(;
- -- - -- - - - -- - - - - - - - I I -- - -
- G --
®
6ce
,';'�1s�� -s -
�_, ` w, BLOCK C
�,- z
VICINITY MAP
N. T. S.
0' 40' 80'
SCALE: 1"=40'
EXISTING TC)POGRAPHY LEGEND
�Q
WATER VALVE
CONCEPT BUILDING ( East )
FIRE HYDRANT
C
22,890
REQUIRED RATIO = 1 SPACE / 300 S.F.
SPRINKLER CONTROL VALVE
77
TELEPHONE X -BOX
gp
TELEPHONE PEDESTAL
4
LIGHT POLE
*
COMBINATION POLE
94
STREET SIGN
E:]
MF,IL BOX
•
POST
PARKING ANALYSIS
12/17/2004
CONCEPT BUILDING ( East )
9,190
TOTAL S.F, =
22,890
REQUIRED RATIO = 1 SPACE / 300 S.F.
TOTAL SPACES REQUIRED =
77
STANDARD PARKING (9'x20')
gp
HANDICAP PARKING PROVIDED
4
( INCLUDES 1 V, N ACCESSIBLE )
31
TOTAL PROPOSED PARKING
94
PARKING ANALYSIS
12/17/2004
BANK ONE
9,190
TOTAL S.F. =
4,310
REQUIRED RATIO = 1 SPACE / 300 S.F.
TOTAL SPACES REQUIRED =
15
STANDARD PARKING (10'x18')
32
HANDICAP PARKING PROVIDED
2
( INCLUDES 1 VAN ACCESSIBLE )
31
TOTAL PROPOSED PARKING
34
PARKING ANALYSIS
MEDFORD PLACE
12/17/2004
TOTAL S.F. =
9,190
REQUIRED RATIO = 1 SPACE / 300 S.F.
TOTAL SPACES REQUIRED =
31
STANDARD PARKING (9'x20')
29
HANDICAP PARKING PROVIDED
2
( INCLUDES 1 VAN ACCESSIBLE )
a,
TOTAL PROPOSED PARKING
31
ICAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( ir,cluding, but not limited to, manholes, inlets,
valves, and marks made upon tho. ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH
ABOVE G 20UND EVIDENCE THERE IS NO
EVIDENCE WAS OBSERVED. THE OEXACTILO LOCATIONS OF SAID
ND
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1 -800- 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
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IN2004.0948
L REVISIONS
SHEET NO.
C2.1