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HomeMy WebLinkAbout05050111.4\ \ ex \storm m.h. I / nv =882.5 ) \a•• Illy- UUL.JU 1 ex. 30" rap 1' \ \^ -------- - - - - -- to 891.23 ^� ex, 30" "p _- -- _ _ __ ____ ________ _ \ eI ne _ - -_ - -- -- ------------ - - - - -- -- - Q ' 'e' (cQ \ \ ir.v= 1x88.48 (,sw -,'\ OC f ` ex. curb inlet - - -� - -- - // I _d " "` -\ rL� inv =8' 9.9C'nw� - ex. curb inlet /� / eXi i \ inv =87 ,86 ise) /.' \;\ tor- 892.00 ` tor= 892,04 __ / % i " a"- \\ r r f \ \ i' /' \ �::� inv = 890.04 Sse) r ' \ `, \ / / \ inv -- 889.10 \ t �� /' / % �i o,Qk /// \\ inv= 889.29 nw) /fi v +o` /'/ ex. storm inlet / r \ In,889.00 n) ex. curb inlet � '� 111 j / //° tor= 889.89 tt� -'- \ � \ ;' C_ \ /ri \ to r= 891.97 ' „' - U /// (nv= 882.54 nw) / \\ __ - / IJ; // inv = 884.59x) \ '''' \ 4A \ inv =__ / _> I / ill /'/ inv = 882.54 ((((((ne) �o / �r ez, beehive inlet \\ o `���_ __ ha, yolk �'// rn \ \ \ ��rrr to, 892.39 s) \VA /_ /� ��/ �, �4QF /tity - _� �� _ L k0 G F i . 11 \ \ �� /gip'- inv =8�8e89 �\4' - __'1 ,o \\cva yo \`a / - -_- `,- 0 + /// --- \ ex. son. m.h. Bii' ®` ` �'� oo - 1 v VF' 11 i tcr= 892.50 / rr e> i / e0� , xis : Pva R = 368.45' -- / ` v� \ ` \' inv = 883.25 (w) / ' r \ �/° c ( 1; P eX - ° K > `'I 1 i' >e g w"yns marker _ �®°� \ 0 ' -& C !%F t \\ / / \' ex. storm m.h, /r //> n tT \ \j / asphalt i tor= 893.57 , inv= 889.72 /nw\ �y !� gcs r, „rxer \ "% L .- 'A 3 n \ ` inv = 889.07 Ssw( �\/ / Rc die .4 l !�-; / III . - 40 / i ex. curb inlet inv = 884.77 e) / / -- \ ; ; - /��� ` = \ ex. curb inlet , \ ` inv= 86D.37� /��' \\ �. hatti ` for =89 84 _ �. / °F G tor= 892.80 a s/� ,�� �� \\ \ _ �° P' =A' .P inv =889 34 / ' ;nv= 890.70 sw / \\ \ �, 1/ ` �. / / / ,"-) \ \ \ inv = 890.70 (eZ/ ;- .,��_� ; t �` /, S55 °35'1OI'W a S ; �\ �" /,\ = \ _ , / s �' `' ; °�' . 34.60' \ ____ \ ; \ N e \1 x \\ , , nrlhcnGi \ /. \ t\ , _ ex, curb Inlet > e - 1\ ' �J a-tem \ - , i-' .I, / \ - l.� tor= 887.20 ' \ ex. storm m.h. r P = /"i ' \ ' \ tor= 894.74 s 1T °� __ - \�\ -fit°- / \ \ J 1 \\\` inv = 883.30 �se) % inv= 891.24 ne ex. curb i __ 9 _ ocu �\ _ • _ \; , G \ ._� ex. curb inlet \\ \ _ / ® �� IE \ \ \ N c � ' \ p \lnv= 891.14 sw !8 4.15 ' c , % \1 U � I''r1` ' % \nv= 891.14 se e e v= 892.OD %sw)'� tar= 892.81 O \ _ - G \iB91 9�(ne) - , InV= 89D.96 - _;� jt/ �p ��w b \ 6 �\. \ a \ I - „ - ?' _ / � \ `' \ r \ PROp05 \ \ \ � ti ° 3 ""� " "/' O` \ \ 'e /9w ��� \\� bacuc =i,o_ �- / Cgox \G \�\ /9 \ \ --i: ! � , \`!`____ ri \ 1 \ e /ee \�'' -Q i� ��\�E� ' chrl 6Fj1 / -'' ' /8 \. \ \ \\ NCO l` it h:.,t "" -, \\ \ e \ \\ x \\ 0136. Lk, - / I / \ ° \ \ \ Z�Z MN \ _ wris �.. , \ \ \ \ \\ 556 / / \\ \ \ < N \\ - Pe l, \,n \\ \ ` N :,r - - � \ sP \ � , ��\ q \ \ 6 /Panhandle " - \ \ ` . \\ �, / Eastern/ � \ \ \\ - � �- / dirt rl�otnd - _ - ` \ a.'. \ \. \ 3 (,, \\\ ` y - e - %' , Z c, c- „ter -4 urb Inlet ;,, 0 _ \ \ \ \\ h \ , \ i� \ \ for =894.07 _- / -- - - -- - -- N\\\ -C-1 •,,\ \i \• \ l l ,\ �" \ \""in - 1.97�� �� f- - __ A �V V ' " \ '" ,, \ ' a- , .; \ \\ \ \ \\\ gas marker \ \ ' �� - �^ \ \ \ 3 \\" i `Pon1 audio _ �� \ 0 U! v 1\1 East rn / I 1\ \ / 6 \ Q, \-Y \ . \��� \� Ln \ ' \1 \ \l " ' o \ gas marker �^ 6 \ J a \ >� ' i \,1 / °' ,anhandle \� - 8 \ @. °�\ \ ;ry \ \ t \ \1A-, " / ��, \ �pstem _ - A \' V e ; \' , Av n - - I ___ 400 - __ ­ I A " �0_ \ \ I �" . WEST CARMEL CENTER - BLO O -` \ \ \ \ \ dirt mound _ \ NN \` \p(Jt(�\ \ 7 \ \ �n ` a \� 1I 10 / \ \ \\ - _ \ \\ _ \ .;6 \ l V1. -1 ` 11\ \�' A V vv \ - : A . \ PROPOSED GRROUND- MOUNTED SIgN\ \'': \ °\ \�j ox, san..67 \ \ T. � \. \\" N REFER T ARCHITECTURAL PLANS \ \ - __- \ ° %'or-- 651.72 5 , -�•'_ \�\ - \ \ ( 01 \ V 1 ` V \VA �\ nv 881.72 Ina) \ \ A 3 y� \\ S`' FOR DETAILS \ \ \, \ \ ) \ \ \ " ex. curb inlet �\ y`F \ \ ' nv= 881.62 s'.v \ \ \ \ ,, t n \. 1 \ 4 $^ i \ \\ \ \ r \\ - tor= 889.97 11 \ \ \ v �\\ B �' ' 1v inv = 884.47 ew 10 ` \ \ - \d \ \ _ + \\ _ inv = 884.42 �ne3 �� �A \ V \\ \' , 6 v A VA A \ \ �- �_ \V -- , \ \ \ \, ex. cur t \� \ \ FvI \, ��'� ✓\ `' \\ \ \ \ \ I' " a 1`\/ \ "\ 1 F or =89 0 \ \ \ ,y1 \ C , \\ 11 .=890. \ \ 'O \. ¢ \ �� u \ VA \ A \qc� rnorxer Nu 4V' % � \ \ \� \ \\ \� ` if V Vy i 9 Pu \7a,�dl<� �� iA -�. \� :\ .7\ \'. \\ '�\2� F' s am W y`, � Z , �,\ P �7 ` \ . 0 \ \ �\ \\ \ -� \\ \�v ��� � e%,12" rc �. \ �A �1 v \,. - �� ' A vVA \ �I 1 A - 1 3 v\ vA U \\\ V. \ ? \t°.` \ \ 0 gas morker � \ \'t 1, A AVAV O 1� \ 1 V A VA \ 1 Panhandle � V " \1 \, \�\\ C. \\ z 'd \ 1 \. , , 0 T/ p' V V. \ VA �Eaeten� p V �\ ��� A 1 io '�' \01. \ \ \ p ae = a �.fr\\ \ o \11 ` \�`\1 \ \\ \ O Z� \ \ \ f \ ' \ \ \\ 1 �2 /" `�' \ Como \, oo \ \ ;\ \\ \o �2 \ \ � \ 3 ;\ A \ a \ r t� \ \\ �' 1\ t \ k \ fir\ \ \ \ \\ O o' 3 , \ t� 1 vv v v \o �v \ v , A vv N A A\ .., ` \\ 1\ Q\ \ \ ` \ any P N \ \ \ \ \\ \ \ F \ \ 1 �z; j p 1 \\\\ \ h \\ �� test'\ \ \\ - _,. \\ \\ \ . \ '` \\ '"/ \\ V \ \ \� a � \ \ \ \ - _ _ \ \\ \ ? \\ r� \ \ \ 11 \ _._ - \ \\ &uRVF DATA \ \\ �; / !�/ / \ to O \\ \. \ \ � � Z \ \ - - _ - = Fil ! !./�� � ,ta . = 4�5,p ' � .�' 1� °i x \ %� t%' % o R = 65.3s n \ \\ \. \ \� \\ ! Z \ \ \ \\ DE OP MEN ! \ O \ �i Q - D9°D]" \ \\ D -, 1 \\ t \o \ ' 1 11 \, \ Z \ ✓ \ \ \ - _ = POINT,{t� BEGINNING i a \ = \\ \\ \. \ C. C3\ \• \ \ - - _ - - CUR INLET URB INLET \ \\ \N V7 ' G ,,�?• 65. 2' \ . _ , 1 \\ 4 \ Cr\ 3.OD5;ACRF$f - tor- 890 rOR 6x2.73 TOR - 592 2 �', \ \\ eX, curb inlet \ o \ \ \ ,.:' MATCH POINT LEAD -IN _ N,v s - 599.67$ Iry N 688.43 4 \\ \ \ 1.,- SEE DEIAI�) INV w = x89.5 V E = 88 .53 \ \\ CURB INLET BRG S31 °3 o4"E 3 l sft2 \\ \ \\ for 890.82 \ \ \ � INV W = 869.43. _ \'_ _ / inv-- 685.52 sw \\ 1 \ 0 ` \ \ \ \ \ \ \\ NV W ° 890 09 \ _- - `\ inv = 865.52 �no3 Q ; ` - \ , 1 \ \ _ VV A \ \ V , , �', \ % e - , � A I -' 1 1\ \ 1 ` \ I _\- e "" \ a \ V AA i 1 \,> \ - >� \ 1 \ - _ iI \ \\ \.\ � \ \ \ \ ; J` - l \ - -\ � . -_ - - - / •• ° _ , r ' 0 M� , 31 .� _3, �\ -11 ,; �z \ _ n z r \ - - �i \\ \ a - - _ in\' \N \ \ 4 CS\ \ \ \ \ -7 O 1 \\ \ \ ; - \ 1 i I I tY FCP _ = - C)ex p. \\ \\ ��` w\- �e i - ' ' r _ \\ � / y V (31 \ � \ ,� I - - - - e \l 1m 1 \\ \` \ \ \ c^N�, \ - - °.,-� '`` _ ° -=- `?' o \wc 7 °o�OS'E-26„;°�-- ""e" -" ��\ \\ _ - - - -- -- \\ \ +1i�/ - R6 e �,- - „ _ \ \\ \\ _ 1111 V 1 \\\c \\ � \ \ - _ ____ I 1 I \ \ \ - \ ` \ \ ?y \ `\ ?r, - - - -_ - -- ¢ -' -�,.o coNC_UU -_ -- Cox. -p.% `0 ; -' -. 2 - _ __V ,. - X1\1 \ \\ \ \ \� \\ „ , _ - - .. I t _ � - \ % \ �+� y \1lk of - _ _ _ _ _ IN-L 1 \\ \ \ \ \� � 1 - \\ - °�• f TOR = 892.76 \ \ \ 0 \ _ INV 89016 �_ "_ _ nlet \\ ) \ F \ \ _ - "- 'it \ 11 -"" ' e _ _ - _ =15` _ �� o - ~- \ � "p \ \ \ �\In , \ 1 - \ _ _ z )6 sw ` �' I. rcPQ \��o \ :\ _.� - -- - \ \`�-��- - ___�_ -_ \ U� ---1�� NY- 888.74_ ! \ \\ �� \ n \ � % '/ 31 \\ 1 ____ _ a L _ rRnsSj \\ ` �1 g bt �se3 e �'' \\ = _V' \ \� e- = =TI�. STR. Nc. ` I W �6_ _ �\\ \ x \ '­\\ \.s , W \\ a \ \ 1.1 \ \ - •�'r -n L. F 0�/ , `\ \ it _- = - - - -- I TOR 8 6 � ' " _ ' '_ - \��/ � tee, \. \ \ \ o`;! \ \ - ���' _ - 1 . 1\ - r / INY 9.08 w,\ \ n 14+-' d ex. storm m.h. \V\ \ \ °, \ _ _ \ 1 7- B.._ I _. ) 4 3 \ \ v Q� ex o Q`0t \ \ . \ \ _ =._ \ \ =aw a• „ 891.86 \ \v,Q , \ \\ curb inlet tor= 895.82 \ a ` \ ��' ,Ir- �� ` � -------- -NM,i9 89:35 .1 \ U \ m _ inv -- 889.17 nw 1 \\ �'•- \ \ \ \ \ 91 .,' ,, I r i�v E = eas.4i \ \ \ `\ \\ tnv =686 20 sw m \\ \ I v w= 6x5.61 - ". \� I 8 q inv = 889.37 ne \\ ^ 1 /; \ \ - - -- s .1 d- 1 \\ 1 \\ \\, \ ! \ \ I I 1\ t I * \ \\ \ \ \\ \ t inv= 886.15 (ne inv - 889.37 sw \\ \\ \ \ t ` \ 11 \� ,�� -------- - - - - -- `� i �► \\ \\ \ \\ t,� 11 \ �s' S m.b. \\ \ \ \ 1/ \ �. _ _ O :.. - I ".I "t �q., \ \ \ \\ \ BLOCK D z #10575 �� 1 \ 1 i' \ \ \ N\ 0. 11 \ 4 V - 0 • := ' , .. "\�' I ? \\\ 0 \ \\ \ WEST CARMEL CENTER % � S \\ \ \ tV' \ \ Sp \. STR __ - --\ \ \ II ec?'_ ai --------- - - - - -- 4 '-I L. � ®Z1�PII \\\ \. \ ��' '\\ INST. 200000057496 �r \ \ 1 & \ _ _ _ _ '� +1 r l �i,\ \ \ PLAT CABINET SLIDE 515 \� \ 1\ -- - I 1, -i \� y\ e. \ \TOP= 802. 5 \ \I - - - - -- I. - - -- .1 Iryl ;� \ d`\\ \ \\ ..Q U� \ , �__ \ P 2 S �- II _ uil� 2 \ \ \ \\ S \ 111 71"T' I ex, curb inlet \ \ \ - 1 r \: \1 I vI \1 in 88 21 _> ` \ -- �: I \\ s \S� \\ `` �L \\ vi tar= 894.64 8\\ I U\ \. ` (J! \ \ r - - - � I i � *1 :+� \ 0 \ y 0 \ \ ;el `p \\ , r,-y\ o inv= 891.24 \i\ I U\ F \ 1 I. :' . 'I II ,i E T ex. 12" rap 1 C'. \\ I 1 \\ 12 rcP \ \ \ \ _ \ \\ L, - -- I I I ) Orot(� ( \\ \ \\ ex, ann. m.h. \ i \ \\ G \\ I \\1 ex�y� o \ inw$87.�9 '- \ \ 1 >1\ a \\ _�.. � ) .1 \ \\ \\ \ p tc = ;9i.46 \ rr\ 0 / ` \ % \\ -� �1\ \ I'1 I I � \\ \ \\ {) O \ \\ v 1 \\I �\ _ \ invn =87A n �D���a� 1 \ \ \ \I \\ \ ` "< ex. 12' rcP_ = =�� =\ \ --- - -l� ;I �I t TO -tIVE INLET I ¢ l LOT 3. BLOCK 'C" \ \ (') \rte � Lin � \ \ \ \\ d 3� �, A xl Inv = 8, 9.13 n '' \ \� \ F I IN = 892.35 r� T \ \ \ > J \ \ ' _ \ Il BANK 0•d� 5UIL., Y., ;71NVN = 89D.64 2 ®® \ I \ \ \ y \\ ."' \\ V FROZEN j���p \` 11 �1 \ 1 _ - 1. ,) fF ELEV = nu4 02 I INV,NW = 890 00 . t 1 1 WEST CARMEL CENTER �(\ ll 0 I ROKEN ` ,\ 1 \\ \t \ \o \ \ \ \ I,I� -- I'' .I t:; INV 889.88 � ( � .2_ - l/ �I \ \ \ �Z \\ \ 1 \ \ \r ,", 'm \ \\ e \ \ I ! t;' t I ( 3.005 P.CRESt -< \\ CUSTARD ft \' \ \ ` \ \ \ '- -- -- i t "I 6� PVL' i y V = - - v 11 \ \ q \ (I \ \ \i' a t.\ 1 , \\ \ \\ w \ \ \ \ \ I '' i ,i F' { ,u RAP)] I \ \ \ _ 4\ N \• s a 3 ex. curb inlet \ 1 \-�- -E1- - - -1- - - - - -- - - - - - - - - r --p -_ - - \ for =893.71 \ \i \\ \\1\ \ \ \T° \ \\ i, I` - - - - ±� I'LA. \ - I i� ;i - /' // 1'' -' - i - - - - - - - - - - - - - - - jl - \` -, - - - - (�!t \ _ �\ �'`�N 1\ `� inv = 669.09 se) ` F 0 \ 1 1\ \` 1 -I'. I / F r ; I I I 11 �� - -\- - - _ _ _ _ - - - - -\ O ` \ \, \\ 1. '11 4 I o inv = 890.09 n) \\ \ \ Is\ \ " \ I � .... t 1 ' I �'' 0 1 I l IIU �' \ \ \ \ y \ ^ \1- �,.�.,L, i H \ \ �.G \ \\ t i o \\ ; o inv= 889.09 ne 1 U \ 11\ \ \. \y \\ s ,' \ i� _� _ "- ! ?':"� !� i' `'= i -1- f--T.. �/F V '' I i \ \ 1 p \\ 1 \ cp.. 1. L_�J �. / inv= 889.09 sw� \ 11 \\ 1 \ f I I I I 11 \ \\ r°I \ 1 1a 1 U \ I \ -Lr _ - 0 _L ' 91 bI o \ %r p \� \\ \ 1 \'� \ , \ � \ \1 \ \,\ I I I I ti f q ; j!(X 1I ��• ��� \ \Y �� -'.� _..- I r >y'i \ \ \ Cn \ \\ , ', P, b \ W \ i\ \ I i 1 I I I y. thJ 1 i'i ( f �, 9i V A \ VA I t \ \ (!) \ \\ \ 1 E I I a .. , °/ • F i / \ \ \ \\ �/! 9 nisi I rot! I \ \ \ :\\ \\ � 1 \\ P 0 \ `,\ :'' `� "- 11 t�\!1�Y J °°,1 41 I 1 \ ,`, \\, \\ 3 ex. son, m.h. 1 \1 \ \ \\ \ G \ it ` \\ o -' S \\\ \ \ \ Q \ \ \\\ \ ' u l \ DRAINAGE\ \ \ \ \ \\ r tar= 894.94 1 ,- \\\1`\ .\ \: \ 1 \ \' \\ �______ =___ rE A I �'. \\ inv= 883.74 (ne} \ \, \ \\ R -� ' ____ N ex. 8" pvc e 1\ 1 \, \ \ Z \ \ _ , 9, % !1 / PARK NORTHWESTERN\ \ EASEMENT \ 'o F.," _ -_ rcP � )' 1 \ � Ii d I REGULATED DRAIN EASEMENT \ \ \ S ' \ 6x_12__ C: 1 - 11 15' FROM PIPE CENTERLINE PROPOSED GROUND- MOUNVD SIGN \ `�\ i`f -- inv= 883.74 (sw) \ 0\ 01 \ \ I I I I f i i i i \ \ "-_, . �^ \ ,�\ `; , \ �II \ \ I I i- I i I I i ( - \ \ \ ! `! I 1 (REFER TO ARCHITECTURAL LANS \ \ 1\ } 1 \ � -, \ \ L_ \ ,' 6 WiDt P RI ET R P ANITIN' A EA 1 , . 15 � / It T a\ ®\ \ \ I i I \ FOR DETAILS/. \ m 1 1 a \1 \, � -_ z�- \ /! /' ex. cur Inlet \ o \ \ O•o - -- -=-- - - ---- _ -- -- }-� _ -� ���� _ � t��� - _ r= _ t= tor- \ ex. son. m%h. \ i \ a� \ - - - - -- -- - -- -- -- -- - -- \ Q 1 t / , - - -- - - - - - -- \\ -� - - - - - -- - - -_ ___- - - -- -- - o tar= 892.41 \ \\ `\\ \\ \ \ _ _�" �_ - -- l;� ^ -- -- - \- - - - - -- \` - 1°v°- 886.85 �seJe \' \ W inv= °83.16 ne �U\\� \\�\ \ to u Inlet o 9\,\ \ 30 MIN. FRONT YARD SETBACK I �- i -' '� °�" ` \` a inv= 883.16 w� ,\ \` to 9 30 \ \ N - -- -- - -� _ - --- - - - - -- ! p'�' N \�1 - !t g7as mark \ \1 �` Inv­ 9,60 _ \ 1 \ \ \ '\ ° 9 \ \ \ - - - - - !' PRGP�SED GRO ND- MOUNTED SIGN IJ / i gas marker\ 0 N_ ex. curb inlet t ; \\ '.,\ X• �� La8 \.., \ \ �anhandis r-I \ I .!( AL_TEIRNATE LOC # \ \ \ �, Panhandle � `\1\ In fn°v�- 089.54 ae 1 1 \ \ Easter', \ 4 _ ______________ __ __ = = == ___ `_• U - _t I I \ Panhandle \ tern o Inv- 889.54ttnw) a \® '®•»�_- o�-� -.�. 18'RCP = °- -- -��_ - / E ) ( ) r \` \, a 1 _�_______ +__-- ^--- - - - - - -- _ ``�`"� - ^ = -t t - - - -� ®- \Eastern NORTHEASTERN R WUS 21 MICHIG¢�N ROAD tj\ rn \ N2 5T1 4 \ I I I -• •• ��� -� �. _ - -- -L _ - - -- - ___ - ° -- \\ \ 63.80' \ I I N78 °39'52'W - 467.29' p ex, atarrn m.h. - �' �� U. PARK NORTHWESTERN Nth °3952 °W - 684,17 11 - - - - - \ 1 \ INV a 885.59 H RECULATED DRAIN EASEMENT EXISTING R(W 11 - __ -_- 400 - 12_ +c _ - - _==== c= c =- c = = = == - - -\ -_ -- .. tar - 993.38 \ \ ",, �� �•, \ \ \ \ 15'FROMPIPECENTERLINE -- - -- ----- - -- - -- - ---- °'- - -- - -- ,�.I Inv=888.93 (se)) , \ @k 4 \ "\ \ - - - - -- - - - -- ------= = = = == = ==== -•- --' inv -88&85 (ne) S•, .II° `, \ L-1 4ss' 12 "pyc - - - -- - - - - -- _ bgae gas o inv -- 888.53 (e) -k 9pp x . -. \ inv=8 9.42 ex. 1'' pvc _______ -\ 1 - -_- = = = == FUTURE' -BIKE PAfiii \ Shelf Shell \ /� I- ----- - - - - -- - - -ts w- ex. 12" pvc - -- �c �- -- - - -- -- -------------------- - _ ---- -=------- - - - - -- _ - -- c _ �_-_ == = ° - -- \ BY OTHERS __ -- f_ w °-- - -- = - -'� -- -\ \ -------- - - - - -- 'w - -- c ex. 46 °x28" rc\__3 -� r L 7r= �t „ �,t i( �. ` ` - -- t t - - - -- - r--- - - -- -- ::e -, - me al end sec - - - - -- nvn893. � - - -- - -W-i•" I'\ .' �-', `� -- 16it�,b.s , lnv-'887.45 �, - .. _._._ -.. -_ - - - -- -- Ive 87 tt� - - jE1056d - , - - - - -- -._ J_ -- - -- - - - - - -- -- -- -- - - - - - - .- _..__..._. - - -- _ -- - I 1 US 421 (M MAN GOAD) -- 6i -- - ° - - -- 6'w-- - - - - -- -_�_ \wy - -` \ \ \ al i - \ _ _ - -- - - -- - _. n ex. son. m.h. I iny= 888.33\ do Fed yhire u i _ i- inv= 888.91 tor= 892.73 ` --- - \- t m i t-- - oJ a . _ -- -- _ -- - - - - - -__ - -- \ - - - - - -- _dashed-Whita_ - - -- - -i __� - -- - -- - - - - - \ __ ___ _---- -- double _Y °ito'^; - I 0 0' 40' 80' IIIIIIIIIIIIIIIII SCALE: 1"=40' EXISTING TOPOGRAPHY LEGEND In WATER VALVE CONCEPT BUILDING ( East ) FIRE HYDRANT 'Q& SPRINKLER CONTROL VALVE I TELEPHONE X -BOX -m- TELEPHONE PEDESTAL S LIGHT POLE * COMBINATION POLE = STREET SIGN 94 MAIL BOX s POST PARKING ANALYSIS CONCEPT BUILDING ( East ) TOTAL S.F. = 22,890 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 77 STANDARD PARKING (9'x20') 90 HANDICAP PARKING PROVIDED 4 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 94 PARKING ANALYSIS BANK ONE 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 ) TOTAL PROPOSED PARKING 34 PARKING ANALYSIS MEDFORD PLACE 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 ) TOTAL PROPOSED PARKING 31 CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - / . °I �f Mfr ", Architects ✓ © �s �� , ` Consultants r'r r,; r 1- ' , ... Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 3175473580 317543.0270 Copyright (C) 2005 - American Consulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MEDFORD PLACE (LOT 3) AT WEST CARMEL CENTER IIIIIIIIIIIIIIIIIII CONSULTANTS r.o. ET�y eweh •:G'1 1 * 19900549 * STAX OF 9 `TONAL � f o /L CERTIFIED BY DATE 03/31/05 DRAWN BY- PIED CHECKED BY- AF ISSUED FOR- DATE ACE PROJECT Iii IN2004.0948 TITLE - OVERALL DEVELOPMENT PLAN C2w1