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06100008 Civil Construction Plans Rcv. 11/17/2006 DOCS
0 Ld OD LO 0 0 N I O C14 0 1-1 LO 0 0 C14 Z_ Li -j U. 0 0 3: M w 0 (D 0 fl 0 O IL ETH�DIST C�O�F C r EDI A PA' ING E�C�A SIOO E i-el OO l PE IA PA - K LOCATION MAP PROJECT DESCRIPTION. EXPANSION OF EXISTING PARKING LOT BY ADDING 89 NEW SPACES AND RESTRIPING ADDITIONAL ADA SPACES IN EXISTING LOT. C�La�l v��E�g VICINITY MAP NOT TO SCALE PLANS PREPARED FOR: .BREMNER HEALTH CARE REAL ESTATE 510 EAST-96TH STREET, SUITE :250 INDIANAPOLIS, INDIANA 46240 PLANS PREPARED BY: AMERICAN CONSULTING, INC* Architects 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256.3957 Engineers (317) 547.5580 FAX: (317) 543-0270 Copyright (C) 1966-2006 by American Consulting, Inc. PLAN DATE: -09/22/06 DESCRIPTION SHEET NUMBER Bristol Road VAN WAS E 103rd St > > > < > < 0 En 0 -6-0 U) < 0 V 0 M o Cn co Z� 102nd St z Q) > < < 0 Pennsylvania Pkwy o 0 0 31 PROJECT E 101st St LOCATION > < s4 Q) 0' E 96th St HAMILTON COUNTI MARION COUNTY 4. Fn 0 co 0 a- C; z C 0 -6� (3) &- 2: M E 95th St --- I CO N 0 arcroft La e E (D > C: r- Q) 0 0/70 Q) CL d) Q) M 0 VICINITY MAP NOT TO SCALE PLANS PREPARED FOR: .BREMNER HEALTH CARE REAL ESTATE 510 EAST-96TH STREET, SUITE :250 INDIANAPOLIS, INDIANA 46240 PLANS PREPARED BY: AMERICAN CONSULTING, INC* Architects 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256.3957 Engineers (317) 547.5580 FAX: (317) 543-0270 Copyright (C) 1966-2006 by American Consulting, Inc. PLAN DATE: -09/22/06 FETgyq ST �. No. `� 19900549 SWE T ALEN FETAHAGIC, P.E. ��4NAL coal ACE JOB I IN2005.0482 DESCRIPTION SHEET NUMBER VAN WAS FETgyq ST �. No. `� 19900549 SWE T ALEN FETAHAGIC, P.E. ��4NAL coal ACE JOB I IN2005.0482 N t i= m H 0 W 1* 4 0 to O I� a 0 a Q U N f- O a � ' - . (f, r'� I I I I / .. -\ , s I / . -�"" Q11" / f' I I ; ----B'39----- )------ - I �� I • \ I I I I i 15 . " (GRASS) ,�� -�- � `�/ I I I I v., 1 I 11 y- - (WOODS) --------- -- ;f� , Dc -� << 60` R GULATED I ) 9 - ``� ;' n � r� -; --/ - `� - emu; `� I DRAIN ASEMENT; � " $� �� i � [ : � ! - _;\ � / ( WOODS) � � ``� I ? I I ,, > �_) / c i'` '' i I i ,• ! -, _ - -8� i' ��` = �- ,�' f� <•' `, 1 �; J I ; ,i I ' A D J 0 I N ER:. 11 - �, r,� W 1 '1 +SIiV. l It ` t1 * , 1 � j - + `0 I �f METHODIST HOSPITAL OF INDIANA, INC. I:p �;, �� � - I� 2` .,; - I (GRASS) 4-3 I 'I, 1,_� / *�" . '�:` ��. , {o• . . . . . . . . [ . . . . . . . �� `. r'\ r I I ' I,� A PORTI ON OF INST. #9309184 00 �, Jam' `� "-r G7 ° ,` - . r ' -o - . 4^.J� . • • • • �} L . a'� . , � -`Y � v. -;'`- I / - I O� i 11 , • -7J • • • • • • •1" • • • • • • • • • • • • • • • • • • • • • • • •1 • • [ • • • •• • • • • • • • • • • •.\ /yam \�_t Ty^.= I 11 G:.`�'�1 . . . . . . . . . . . . i . . . [y 1 =•� . . . `,'{ t4 b .4-i l I ' I +iJ , ; I f � '�," ,X -_4 (WOODS) • , -`+ ���` i 1 r , `' . 1 - �' f I I I A l beehive inlet , + . :� . . . . • . . . • . • . . • • . • . . < , �+/ 9.. / ' ` 11 I 11 I for = 835.69 x ' -': . '\ . �' . . . . . . . . . . . . . . a . . • ' .� [ . . . I . �/ �,F\ + ; ; 1 Cyr ) L L . inv se = 832.69 '� \ �'� -�C -6 \ �3��� -f O �v , I ' ;1 I I 1 I�r 1 ��.� . . . . . . . . . . . . . . . . . ..; . ; . i :� 't I I \\ F- �•-,,(, _ ' 3�`' . 'f G . tea. f \ _ �j - t \ , ) \\ / \ 1F ` o, .. - jjri . ` . i6. Dc . ' E�� r' I E I ap I ,k, f LA \�. \\ ;' .� S •1. • . .��`. . ��{ �.� .... EWOODS) . -<w . {. �+ ��k) ; r ( I ` !` i' . \\ _L%'" \ �,r . ```` i,:"~'• • . . . • . • • •� . . • . . . • • • • . . . • . . • . . • ~ . • . . . • -�, "1"' . • . . ;• ' . . r I iL - 1 +T'f /f L• \� ; �- w�"r , i i t. r.l _ \� + \ \\ ~1%QJt� �.'f. .' t "l •�J'. i'rY I• ` �` j� Ier �` \ I ; �¢�� /� \ �. I ;� \ \ \ \ `` �] �' . \ C41 "r J �e:1�� tj'D {�J� \j ,' , I I ` I .- ,i/ (GRASS) 0b WOODS \ \ �' . . �'� ' iY �- �. i' `1 • I i; Z ` \� > I rcpI \ �. I ,., inlet �1 \ \ \ ."�. ; . , .r'1 -'' � ) + .- I i \ r;GS �, � :ti � ` for = 837.06 �; \\ L \ \ \ �. J4\ `- . `,� ��a .�,� . .� . 1 �� I I 1 ti,� =' '\ �� inv nw - 832.21 y - \ L �c.3_� co \ . \ Coq, `�' `` l j.� .7y ?�.' i r_... +7 t I 0 I C ( \' C,j fit, y inv se = 832.13 �\\ \ I :�. `�``; . +t �` •''� I + w ti \ �:;:a inv w = 832.26 � \ 1 -��'� ' ` ..•, . . . . . . 1 I ' ! I �.I \ I �, t \� ) " 10, 18" rcp r \ k . . . . . . . . . . . . . . . . . . . . . . . . . "' h, direction only ! \ \\ \, _., � v . • • . . • • � , - s` • � �' I w ( '\ I �, -�� ,-11/ 51 \ \ \\ o� �'. .`, ', . cp . �''. ��, I (GRASS) ; F I �i�.� `.� -r\r- " "tom -/. !!•��- \ \l \\ - �� �'ty .`1\ . '` . . ,k- f U) I �� �, I \ �•, fir` _�,-- k. r !L ! • j.. t I n I r ` I I-[ I 1',\ 1 1''1 ' ,.,[ K,j ` ' '`\ f- r \ \ \\ / 837 , \` lam'' - r�' .A '•. -,N• [ `` , - . � I I ,, �� \ ��'f ._.. - -_ I \ \\ \k' , i* �i� \ \0 �\ c � ", -,• \ . . beehive inlet ,� - . i . i 6 �ti. ;`� - -,.�37 -- it ( Imo'; beehive inlet ` \` \ tom, \` + \ ,, �, .� �` .. .. _ .. .. ..SITE. .. . . .. .. .. ��,� .. .. .. . ., . .. . , ,I � ` 1. _ t� � � \ \ \ \\ .` \� \C'G ., for 834:82 .± 4r.� r '` ( ;; '� .�,' J I for 833.46 7� ; 11 I \ , +, r v _ 4 _ - ,r- �-�-r- . ,''�� c Y I r inv r� 826.86 .' I \ �, `t;`� 01 25 \ r .\ InV SW - •83y�. � ti t : y [ uj;' U r \ ;r \ \ �`i \ \ \\ -` \ \ ys = \'� �"', �� r`r. \` 'll, :' `� 'a; I i '�� inve'T 826.86 .) i f� �n0 �•�•? \ `.. \ vo � ,v J • . f . .. ..KCP.f . f NQ LAMA, .L�.� . .. .. .... s I ` f `7` . f' �� /` I 00 \\ \ \\ �� \ � _ r+ \� �\,,Jf n. �. t\ , t .\I r?) v' I <� I ," / -_y -- Pm•. 1. ,► � qSA - .. ; ... 1 �1 T: .19 98.0 9 8 �: � � 2 � �; . ; . .. I r',,��., .` 'i , ; ; �� _` Z `` , 2 -- \ C� , I ',\ \\ \ / \ \\ tj� 1 v \ �` ' � l ��,` 1 \` �� i '•1 r f 1 \ ¢_� i t - - - - - Z i _ - ' t :� ) s /I w (GRASS) 11 \ �J \ \N\ / \\ iI,e-, � ' ��I`° ,�J -- -- �� . h.� . . �.i ' ( I., L += �'a - -- CL RA KNC TT REGULATED`DRA'IN 48�_ 5`���;��, -- QW _ - - - -- ` �\ \ \ �� (ASPHALT) ; \ \,� \ \� / \ t�- � - � 4�5 // \ -.-.,, . . . . . I . . . . . . . . . . . .� �, � - ' . - t . . .I �-1 1S c� 7 ; - - - - - Z- _ _, - _rcp �..'�� _ '- - b \ ` �`' ' \,_ .it i l ``\ ` ` P �I 11t , `v - -,cam' _ _ - - _ _4 _ - n' % \\ / P�� \\ \,�\ \ -� �� \\ I'\. ��. .. .. .. . 1 '18� ACRES . .. -_ ' ~' ���� 1- ._wt'.,�., . 'i - -- �� � Y - - - ->x : ' ________ I. dye \ \ / `` \\ \ \ - r p,i \ } \` `•` \, J ,t r� 'ti`- '- . i . .I . I . I . .1 . ' �'. .. -. i . . -` \ %-' "l J't �' ~_�� 11 ' j '- \ /-, \ \ ' -�.' // i` " j .. . �. 4 F rtt �_ i ,, . 1 '; 1 ; ,>1 -_'" �` - itJ \ \ / \ 1 \ \ /i 4,4- 1 , - X17 �4// '% 1". F •I 1 ��s \ / \ \ .Q r4yY l Ct� isiv'' -i E' N \ \' • �_ e'Jv t \. • W ! F y '' 1 ;I • i\ t}. p� -' ` --- _ -f. 00 \ \ \\ -�-, I /I .� ��'�� ice_ �� �\ \ // �4, . \7 1•.''. .I` `r.... - y _ _ ; I . I �l . .A' . 3 . ,I�QN . `( ) / \' // \\ \ \\ +,s� �I} - -Y' cc _ �,' // \� .(MOODS). ,S,K• �.L �.�;�- _ `` - -- ; � N WOODS -\ //rr�� \ \ \�\ r��} 1 iy��.\ ;`t7 C,! � Znip - \, 'fir ` . . �,,.� . . . . . . . . .'T` . i '^� �.n,`: ' � j u . : "' i'- •+'- -- _..r:� r� T T - T - -:. _ - �. GS'��,, /,�,. . ..:k \ `, 11 i ` ' fl9iJ \ \ -!\ `` '6 Q ••'` ", '-� / h• i .'' 1r . . . . '� , C.3M : L�. . _ .. '� . • . 11 . . 7,k..±• . T �J_ i, „(,,}- _ 1 , .D ,yi i \ \ /- �. \ J .- \ `" t ,�; s Lam . vim• !`� 'i' i, -' \, /~--- -. -r- �.'r , _ - ,�yrx�.,, _ »RGG1 r�yy 1 /Y / 6r . C '1"' C - y-1 , j _ _ .�° \\ r \ t � C \ �\ •� C� [ ` s ,' ' �`'3`: .�, _ [ \ ;� -- ----- - - -r-- - - -- 844-- - - -,j, ?_ i�- \ \ \\ 1 \ CG\ �� S '�/ 1\ C) , -F - �� C\a � ' q3_- -� ��i r 'l 1 .- _ 1 \ \ k\ \ I SD / I i,,�c,,. -it: � . ' - = - - - -- .:il•- �' -------- - - - - -- . --`: .., .�! -�- '' .. ``` °'` :==_ : _ --�_ _`t$42 8 �` - -.h: a � /`'._ -. \ \ ti \\ \ \ \ \ b ~/ \ � } 1/ .a . \\ `�. : Nk . ., ..Y t . � . /'. -�34 -_ r \;� • f' :�2 C� -- - _ - -1� -- L-- •- _ - ~ • - -ry -- ---- -- -? - -- 88 %° - .--- �+` ' T- - - -- :_� .` _ _ r o� _ �- - \ tF3• k \ �sGj� ti \ �.� 1/- �/ t ' �- . _ �^1� _ -- .- :-- -- � ` : - -- - --.- '� - -___ 839 - -�_r� , - - - -- _ i t 5 s°` _ - - 8 -- ---- - -- - - - --- __ `5 5 \ \ / Z - k`c .�` . . . . . . . ` .r _ �.. 4� 37---- -=-- - - - - -- _ ADJOI NER: \ l . • beehivve inlef '. . . . . . . . . . - -- , - ` kL -- ___ _ rte' ��. \ \ \ F i __. __ c` 836- ;� :� \ \ / Y �. , o • \ 4 for 833:8 , `l�� ; ----- - - - - -- \ P� \ \ \� ��`� \ \ \ // r - 9 ` ' my sw = 829.03 - - _ _ _ - - - _ _ -�`, - - +� \ Q \ u?' \ \ �.1� �'� ? \ • •inve= 828.93- % -, - - -- -__ -- - -_ - -- �- .'• ��� �-fi - _�____�`3 INDIANA, LLC. \\\ / \ \ .1\ . . . . . . . . . . r. - --- -.- -i___ y. .tom.: -,-� - A.- ____ -_ - 711, HCP I I / �yy-/ \'5��,��\ -� .� <- / / --- - --- -� 2� r�� - -� _ _- \ \ / \ \\ \ .1 `- '11-`}'' P,I ' "C4 \ }`', �� L . `6 . . . . / .•ky `�. . . . . • rL,& • . . . ryb(• . � . - _.:} - _ - - - 11 INST. 199809871323 \ u // �" �.� \ \ \ \�o \ . \� ! . - - - -__ \ ,;\ \ \ / \ `� \ \ / / ` \ Rlt� \ \� ' , � \ \�� \ �' `1"l . . . . . . . . . . . . . . ''` . . . . . L . . / )6 • . . . . . . . , . : - � . . • . • . . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . - fir" } - - E4 \ \\ �� \\ \`\ /! (ASPHALT) \ ✓ o�J \ \ \ \\'gy p' \\ \B - ��`��', .. .:J' . ,• . .�' �'j b� \ \ Div \ \ \\ / \ \ \ *L.5 �.' , I % . (WOODS _ � 3 E• ' \ \ \ \'`, / / \ \ \ \ \\ / /'INS ; \ \ \� �� � � � \\ �P� 3. 1 �y � ��, -� . . � .� . • • . Ix. \ �F,1 \ \ \ \ \ \ QP \ / s Gam`' \ ��j 1�€i � � �� �,`L� r; \ .inlet - •3. :,;k ./ . . . . . . . . . . . . . ':.,�;` • ,�.` \ . � i? L. \ L I v±,� \ \ \ \\ � \ \ \, % \ \� � = +`6�p `' 7. tar = 834.24 I . . , j./ / . . . . . . . . . ":) . . . . . . . . . . . . . . . . . . . . . . . . . . \ \ / \ ;N �• inv ne = 819.$1 00 //- .. +�- f. `� \ \ \ � j\ \ \ % \ •� � •inv nw• = 830.04 �. / . . . • . . . . ,-'• •,1 ,,. �,• b / - -- \ �_ \b \ \ � \ \ \ \ inv . , 829.91 . . / /- . . . . . . . . . . . . . . . . . . . . .rte' v '� �' ...... - \ \ \ 1�✓ \ \` ` \ 21'rC n�3^�` ,y7 ^ �`` 1� k.A� \ ., / y- L� )� ���� [1Y inlet \ \ P - ., - c, --�� \ , / . . . . . . . . `� ---- - - - - -- _ _ - = = = _---- a'*�------------ - - - - -- - ' ` �y - - - - - - -- - - tor = `834.73 \ \\ / \ QIV \\ " �JI3 /" ��������\.�.�211 ��-9 '�- .// }K . . . . . - � '� - - -- - ---------- - - - --- -- - -- 7 \ \ \ - I \ :4,1 � / % /I" , 'i,1'. lam^ • ,� - = � _ 2 CONC CURB 5` - inv ne = 830 3 \ \ \/ \ \ -� \\ \S',py 3 j / ,\ . 3= '� ;I= "_` - � 1 inv nw = 830.63 \ / \ \ _;,;, \ \ / �,., 4 � ., + \ / \ inv se = 830.48 ry ° -c �` -- \\ ' o \-1 `',! ! . . . . . , / - - - - -- -- -- \ \ \ i' / \ \ \ \ \ lb,DY \ , ` 1 \ \ \ \ \ \1�S& J / . (WOODS) . / • . •! - ---- - - - - -- - - -- ;\-�_--- - - - - -- - - -- boC _ a _ _ _ ;' \ \ \ - \ \\ �\�c�Ay , _ ` / i L . f : fj 1 - �-- - . r-� ^ (ASPHALT) 836` - - \ \\ \ �\ / p \ \\ 1:rc ?�:�)- -1 / n -r � ti � ; rte /// �,: J`\ �r 1 _ -_ ---c =' -_- _--- _- _- _- -_ -_ -- a ° - - - - -- _ ;�� - -_ \ \ \ �V \ / C' 1 \ �\ \ G {/ j u // \ Ih' ''`' E' s- ,.i - • • . • • _75w- \ -./�` 1_•�/'' // q1 ' Ci, j_ � -� --�-� - - - _ _ •- - -. - - _ �.� -_ - - - � �- - \ \ �' \ , \ ti \'` 2``t E / //° \ } t �� r'-•� /1'•��� -- �� �// % �'6` pJ t''`�i'� �ijy'. r 5yn 2` CONC CURB �A . \ -;.' \ / \'` ''7• }< T."".:� / / r,,- - FTC�`(•� `� - OFF / •`\ /Tj "/ i � _ � ' T�'`, ^•.� - \ \ / I� \ �` `b // ,; \ \ '�,y�� 635• (GRASS) • / /r_ �L • / / //- \ \ �� \ \ % � ,b -�� \ \ \\ \ \ / // ' \ \`` �5 :) " a / / : ` / / 1b - ---- "836 P \ ". \ / / , � to r,'1 \ � " . / i; y� t YD \ \ \ \ , ,/ �5A if 5";�, 2) \off ' / /,; \\ \\ / /�\ QP�� \\ /!`ti �,�'4�co� ss1 \\- c� ��, /ice/ HCPI INDIANA, LLC. \ �S \ �, __ v, .? .', 'ice C'rdK •t l /, \ /,, .,�y- �� \M\ ��� - �{,�0 � INST. #199809871323 Ic �G} • \ - \ \ \ \ / // ASPHALT \ \ ��. `ay l x'�'� v \ /// \ \ \ ,'. // \ \ // rr / ;JL-- t� \tom %uti4y / / /i \ � // 1 �r,t' � ,t • , , 1 } �1 ///O NCE TBM 69 It I -� III % a-5 / / /o�� / « \ , �,� y>Q , Y.5' WIDE CONC q y f// //r l`' \ \ �' Vi'�G / / & METAL SIGN "d„ v / ` / // ry / < �' \ i // -1 � / // . /// _ --- - - - - -- \ \ \ i K'��� - -- - - -\ GRASS), -1 / / / /'� -- _ ' ------------------ _ - - - - - -- '' / // /, * \ , /�'s^, // ` // / '�\ \ ,' ,x �6 �\ . inlet /, / � \ \ \ ;'/ % for = 835.70 /// \ \ ,'IV ; inv ne = 832.45 , �j \ \ �''6i0��J/ BENCH INFORMATION \ / �i ,�I USC &GS N -79 ELEV - 798.94 $�,b . g �I $ 6' %a() - FOUND BRONZE DISK IN CONCRETE POST, 25'S. OFD E. 96th ST. AND 25'W. �6 OF WEST RAIL LOCATION OF MONON RAILROAD former), 5' BELOW ROADWAY. TBM 101 ELEV - 815.31 RAILROAD SPIKE NORTH SIDE COMBINATION POLE #2020167 -B, 100`± W. OF q GUILFORD AVE. AND 45'± S. OF 96th STREET. TBM 68 ' - ELEV - 834.08 . CHISELED "X" SOUTH SIDE OF A CONCRETE LIGHT POLE BASE ON NORTH SIDE . PENNSYLVANIA PARKWAY; 200'± WEST OF A TRANSFORMER. TBM 69 ELEV - 836.49 . CHISELED "o" ON WEST SIDE OF A CONCRETE LICHT POLE BASE AT S.E. CORNER - OF SITE; 25'± NORTH OF A "DO NOT ENTER" SIGN. \ CAUTION !! 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 - LU �= 4 a 10 a LU in 03 LO N 4. �H wo � N Uj Wn W C4 w. V y X H PM (0 J 0) 14(10- LUa g W 0 1� N Vne A CC to 0 In � IL ;E z �E , 49 LIJ in cc - MI. 11 • Uo mN en c, 6 zE-4 %QAy leeeeeeeii H %O 0 V1 .- L- . � v z z `� ,_ 0 N s%-- Z aW Pa " F i. OW o H x dam" to �0, .<�� O �t, N A � .., I . z w.di t,-z P v a 0 U 0 U I z 1 4< U 1:4 ,C u .��, ..� to 1 414 rra� Q I - Ll ; V ; � FET,gy �. -�. ` * No, 1. * 19900549 * STATE ff .,I pANf►,.••' . P CERTIFIED BY 0' 20' 40' SCALE: 1"=20' LEGEND CHK'D BY: * LIGHT POLE `& SPRINKLER VALVE -II- SIGN Wd DECIDUOUS TREE TOR TOP OF RIM INV JNVERT ELEVATION RCP REINFORCED CONCRETE PIPE DEMOLITION .'.• •.•.•,'.•.'............ LEGEND EXISTING TREES AND BRUSH TO BE REMOVED ...• :.........•............ AS REQUIRED TO CONSTRUCT PARKING LOT r � O PAVEMENT TO BE SAWCUT CAUTION !! 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 - LU �= 4 a 10 a LU in 03 LO N 4. �H wo � N Uj Wn W C4 w. V y X H PM (0 J 0) 14(10- LUa g W 0 1� N Vne A CC to 0 In � IL ;E z �E , 49 LIJ in cc - MI. 11 • Uo mN en c, 6 zE-4 %QAy leeeeeeeii H %O 0 V1 .- L- . � v z z `� ,_ 0 N s%-- Z aW Pa " F i. OW o H x dam" to �0, .<�� O �t, N A � .., I . z w.di t,-z P v a 0 U 0 U I z 1 4< U 1:4 ,C u .��, ..� to 1 414 rra� Q I - Ll ; V ; � FET,gy �. -�. ` * No, 1. * 19900549 * STATE ff .,I pANf►,.••' . P CERTIFIED BY DATE: os /22 /os DRAWN BY: cww CHK'D BY: AF JOB NO. Fm O y =:J O. a r � O IL g c tad 4C � in ( g z 11M11 .J I 0 z � � a 9 x 94 W. �: . Uj fa %O as I . 1 ***14% , . .. IL 4 < .11 >21111 N 2 Qa 11 3: wi IL N I < CC =j z 11 .7 C4 w o IL o a . TM i N 1 0 �. mi 2E LU I 0 �. W. Vi V 14 a o � 1 �. g - 1111111=111 11111111.4 eq% r IME I I LU I , LU � . �MN . I DATE: os /22 /os DRAWN BY: cww CHK'D BY: AF JOB NO. IN2005.0482 REVISIONS T, PER TAC 10/27/06 SHEET NO. CIMI OF II TN'7(1(1S 11dA,) f'R f'll X'T'P X 0 U N 00 0 0 0. N Z i c v i U), 03 C v L. 0 N 00 I0 0 0 N w iz 3 0 N 0 N 0 0 w (5 0 0 in Q 0 fi.- 0 w 0 V) 0 J a . . _, ) I . -. L a a; D I . v "� �' .. . 4e�j ?.� e56 t - ' ' 1 11 f 1 I I , L___________ . I � 1 f 1 . t 1 839- N I , ; ,i "r -- / /•; f , / ; . a r (GRASS) 4? r -"L I ( j 11 t'"h b 1 r� -I-, • 1'ti r � i �.J ", " . �- _ �,. -- -I J "�� Ilk � -f t ►� ' �!3`� ' " •'y - "�_�` •.•f•. `r yl7!11\ �~`_" -�' /�_, V'. -y�j !I/ \ \♦ 1 } '(jam I "I .� - (WOODS) 1 �. r� ! �,r i . , it "�- � -� 1� ` .cam ` ,. / " _ I& -___ 0, �. -`-�� I I _1�+ •` •e 061 - / "!,q ♦ ♦ ♦` CD r� . � . �1 .,� • T • • • • • � 1 [' i ,,y Crt .`fit? " f t` \vim, y •.tii �'1 .J.f . ( L •~ r , . 1 L - '. `• I of r.n " -_ -� , 0 fit_ (b ` ♦": �• • • • . • • . • . • • . . . . . . . . . . . . . . . .. . . . . . . . . . . 'f. . . . d101DFi'. ` ^" . . . . . . . . . . . . . ; . beehive inlet 4 \ . J- . . r . • • . ; . -1 it ti '' ` � � 1 1 1 for = 835 69 - '� C `) ' ' ✓ i ! ! inv se = 832.69 `\ \- ,} . J . �. -'� � ��(- le/ % �••�-�\ v r' • • • • • • • • • • • • • • • • , • i • \ Jj -1 ` \t �` -�-•� • • ••J • • • • • • • • • • • • • • ✓ \ • • • • • • • • • • �,••••• •�•!�, -„ a �`.}y.� �yy • • / • • ++t • • .1 • • • • yZ • • • • • • • • •ryy`� S',,��.� • • • .h-, • a \ J \ t . ♦ ♦\ -'%` a "'..r. +'^".••.• .'•- •.....Ad ♦.f ,...,.,w,.....- .,...1' "S.. /i fir% �Ll I �'�,I % �j \ IF 4- -1� . .., * 0 0 0 a 0 * 0 a 0 . 0 0 0 0 '. - . 4?; . . . . . . . "a 0 . 0 0 0 * 0 0 0 . 0 # 0% 0 & a 0 & a ill . 0 0 & I & * 0 1 - �� //�� ,d•.•- \ ! ♦ rye J .r �n y r " 1 1 11 inlet )11 \ --, -, ,, t "' - I : , I (WOODS) 1 • • . . • • • . • . • • • • • . • • • • • • . • • . • • . � • • • • • • • • • • r �... \ \ b� -,., for = 837.06 j \ � \ - <-(1 . \ 1 ( . t • . • • • '`\ . . . 4a� .) . . . . . . • . f y . • • . . • . • • • . /. �..% • . . • . • . . • . . �. . . yp . • . • • • . i�' .1 j • • inv nw = 832.21 -- ' \ �>,, \ ; ,. k �� r_�; 1 Yak• ,- L �i . ' . i . ! 1 ' inv se = 832.13 1 \ \ \ ..c�c '` ••• -•�\ • . \ �.� a. �.- ,...,_.. -. ; . inv w = 832.26 \ c -- `? `,�. -, °_ '' '�'- _ ; 131, ,� \ i P j t[ ' direction only , \ \ \\ 1 `�:' =..y I •, \ I 74 mot-- (•.,\ \ 0.� \ \ ,'' \\ j 1 -�-' p• TF • -\_ ` • • • "L I%& • • • • • • '•. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ` • • • • \ • `t • • t • . 14. 11 1 1 1 \ - ) , \ 'I, -111* \ \ \ / / ,r', S_ \ '. .- " _'. k, a 0 'N. 0 a 0 a a 0 0 0 1 \ \ �• \ cy �_, ` _�, :� •y� \\ I ,..� �` beehive inlet . �'�` , : �%" IN '�1 \ \ \ \ �� \ '�. for = 934 82 ; . . I I If. _5 R \ •`�' 1 0- "1 _ :./, -(� ��v \, ••\ {, \\ i • • i� • inv sw � •83 I�"•i • • • • • • • • • • • � • • • • • • • • • • • • • • l • " ( • 1. % - 1 `�\l 'idm- '- 6}'3i�, ,'64"'L,- 1 -- 'h, j {'r'\ . •- t t l� , ,k 0 1. ! I \ \\ 11 . �A b<__1 \� \ J v \ ,� \� . \ \ \ ; J1 • . _ r \\ - • • is � j • • • • • • • • • • • • • • • • • • • • • • • • may`«, • • i • 1I a 11 iii. { . • • • • •t • • . . . • . . . . . • . . . . 5 . \ \ -1 . - " il�� , \ 4.L.4 , \ \\ \\ , 9 \ - 1i l - �_ // Pv�) % \ 11 , \ \ , \ \ \ ASPHALT t \ \ \ �� I� ;�i '\, f /�� >, ,�� . Ir ,� • - , �7 , s 1 P l �. t \ y( -� t ` j 1 jam- } - •1 . I . ACRES . I ,;��-G \ 1 Q `\ \\ \ �} 1.181 . a 0 * . . 4 i / h, \ \ \ \ \i I 'i-, \ � l f• ' / K" k I ,_ '� \ / \ (z \ - ,1►/ ,` e. �N�y it I/ �i; , • �P . Ids,. \ i '� \ / \ \\ ,� // - fir.' \� \ . � // '.�I. � •� • . • : \ . . • . . . • • . . . • . • • • -`: � 4 . • . . • • . . ,'\ , \ \ +� }d N // (woos) j 7V � \ - � ` b. � A 'i \ . * i .4 `l .S ! ,.r \ 1 i � . \ '' ' . . ._ . . . . . . . . .. • • • • • . • • 11 . . \\ I \ 42�3 4c, \ \ , !.�, D �JJ F� f' \ \ J \ , � � Y\ .f 1 tit ii 1� y € F. } ..; I I z I I \ \ / \ �_, 1�j -1 - � I , . I - U . . I I \ '�_11 I --.-I \ \ + 1.1j . I 4- 16��j le \ \ \ / -14 �_,N'j , 5 . \ \'0 \ \\ \/ \\ �J �/ , 14 1 aA ADJOINER: , 1. , i' \ QQ` \ \\/, '� \ / /)�': Ar4k --• . .,\ • • • . . . . • • • . . . • . . . I 'HCPI INDIANA, LLC. / \\ // . f, ltl. VI �\ \ %11 * ,%\\* 6 a * * 6 * . e 0 . % Ir"5 e . . I I INST. 199809871323 � ` / 'JAV V I N . \ `t \ ,� \ \ \ // {ASPHALT) \�•`� \\ \\ \\ \ \ \\ �� `\4:� t \ A .r , \ \ \ . \ \ SS, \ ji\ t � '• � � • `V. `. ; • / , • _ 'ti ✓ t '•l ''d D . ' - " \ `� \ 16J ) -, \ \ // \ \ \\ , U: J \\ iviS \ \ -• �� • . • • . • • . . . . . • . . ; . . . . . • • A • . . . . . . ce7_ . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . k. . b- \ \ \ \\ / \ \,< \ \\ �," \1 l i `)V_ / (WOODS G�_S �- \ \- \'t �\ \ -` -` ..� , ' ,. • " \ . r, " t \ % 1 t % \ 0 \ 'i', , - 111, , ., .. ` `C � ��` 1 / 1 (� r 4 1; f \ - ` \- ` �• \ Q1 \ ./ nom! - • _ I \ �i" ,� y-r +'' � ti•� I r t \- �.: N. 1 �\ / \` • �- .��,t. ���+ \ - I I . . \ r r r 7\ � \ \ U� \ .� . \`\` \� ��� J 4,t `_N "�� • • • •�(jlet • • . • • i • • • A -t wa� - / • • • • • • • • • • • • • • • • • i ~ ~�: • • • • • �.1[J • • • • • • • ,i • • • • • • • • • • • \''XyJ \\ \ \ `i \ v- ~ , \ \� � '� / \ \ 4kZ.- __ ' -� � � ; `' for = 834.24 : � �; / / , , v 11 \ ` � ` / \ \ \ e\ . inv ne = 8�9.�1 0�0 / / `�R_�' , �� bb \ \ /� \ e �- - inv-nw -= 830.04 • . �,. j, . ,.� -. -1. �. .:, �-- \ '� \ \ , � \ \ i \� inv sw = 829.91 / N 6 ,mob- , � ,� �.-. f A. . � -;I �" \ � � �- \ "� ` � � l 1•� C ` 11 � 1 • � y E ; / / � _ ; " ' ,- M ;f�-•m,.,,Y�...`�- =''` 1n•. ��-. m. r.+• d ''":.`- ,�.•.C�'/`- '�.- a,•...�rf •`- �'�na•C.� `..,�.�... •,M,,•,,�,.•'- .- ..........�d 3.��•�t �_...� ...•.. -4- - �^.^.. `<c,��,,,r -, ti (. J,d \ /� "� \ r► r^ r-� • • to r i \,_ • • • .- • • • 1 • • . • • • • • • • • • • • • • • • • • i ' • • • • • • • • • • • • • • /_ -.•.�"•"'� °i "' W _ q '2+ _ ` � i t ''_ t�' 10 • \ { \ � rcp r.?^ . 4. a� •S . : I r k _ ' / . `• •� x � �� �_s e.v'S.0 f� . . for = 834.73 - ---- - - - - -- --- -- -- --- - -- \ / Q� \ A 'f'' r'a �,'• L �� \ 1 \ c,�{� • • • / • / �• • •.r te • • • • . • • r • • • • • • .1J(• • • • • • • • .i _1�� -�• �.- + �^� �� - 9' - inv ne = 830.73 \ \/ \ }r (x, \\ r' \-9s / / ;`,:�:� ,,�'� ��„��,f�f.. ,�, �?�� _ 2' CONC CURB • L" .�.• inv n w = 830.6 3 \ / / \ ` �•,s \\ \ tL \-y"9 / / � .� -,� �--- i n v s e = 830.48 \ \ \ \ \ \ \ t�;� • \\ ' \'~r� / �' - - - -- ---------- -- - - -- - - -_ _ _ *1 I \ / \ ' �,;i � \\ , �'�, -J / . (WOODS) _ �f- �' ._�-_ ___ - - ', ,- - - r c�K 1 % \ \ \ \ \\ \\ ,,, `• / /h * : ' _ <' 1 / - --� (ASPHALT) `$`36�. 1.11 I \ \ \ \ "�) ` SS,� \ f y.. ` -, \ `\ •\ ♦ / , Y' - \- ,�' t tf' ! �1 f- +x r t i-. 1 ` ^\`�.✓r . \ ' . 11 N'.�t/ \ L.t,�i1�• �f+� •^' ,,•♦ \ . - J ..:a ,•. _ {�, . \♦ \ \ \ \ / \\` �� ' f ` 1, • • • • • .. •�_ -_ • -� P • • • :/! ,•' // / \ ' .I 'f1 %D I f, T`•� , 'I. �� ---------------_--- ( (fir i`j� +y - L, �r t A. \ \ / r(\ \\ ' +'4'F.) °" i,/ , t�-`'� �i'�\� )k 'ti +`� -•ry7 / Y•: - / , (�� -7-175- ••� - �.- �_ -� �� ter,+ ": - ' '!"� �- -- - \ to \ \ , ,,.,I-,?- f b°', } .4 ; J.i •✓ %• ;• ,a1 . • . • • • .,. :K - i •;•...� r / / ;:l. ' t\ ' (L ^� -"" �.� - - - - - -- �' \ \ \ \ r C4 \ \ ; �� \ � tti • F / // \ rei = =` ' ` .- `'' ' f / / ,�"` cP C� }._ _'_ - ---- - - -- -�- -- -- - r* - - - - f; r--- - - -- \ \ +, ..f-f"`'.,, - / cry ♦t -::4 J�' / \, �-'I _��,= / /, �� �' �, �' ._-r - ., _� � _� �.. ( , '� -_ = -�`-- , 2 CONC CURB > ,� , c�. \ \ \ \ , N. ). _ ./, N t er \ _ { �Si; F i t1 rr f �j� ,���i' �. •:! % I . . . \ �\ llltbl � . 1 \ Qa . '' \ / � ) \ `lia.�_ 5 (GRASS) , ,�f ice./ . yO. \ \ / \ -1, \ `" \ // � \ �,- "\ :).. (33 � / .{ � � i ��'J.� , � � - _-836 - li, IL , y l„TT , Al �a. _ I �." _ ADJOINER: . . . . . ' .1 \ \ \ / \ \ \ �' 4s / // '^''i• j , t +r\ LS D \. /' j11<11", t _ / 4� / . I I I I I 1 I 4, . I . '; \ _� � - , \ / \ \ + V ,-- - . . . I \ \ / I I . \ . \ QP /,-� �� \, �ti\,\ -�.,�i ��\ frfr 11 ,/ / %� HCP1 INDIANA, LLC.. I f , I . . . . I . \ \ ?� \ / \ \ \ / / 6. 3c \ \ \'\ -r3 �1 C j4 � -} a �`*� L • ! r.\ �a' , .e -t-r '-,, , . I I I I I . \ I . \ �'F / ��� �`�•,... W � \\ \ i �.� ': INST. #1998D9871323 ..." )�-�-\ I . . I ,., ,� .. . . I . \ \ // (ASPHALT) \ �6 ;/ /, // . \ / / \\ . \ \ 9 // \/ / , / /% Ill I . I I . I I I I I . . I . . I I . I . . I . . . I \ '`j // \ \ \ , � � ,�/ j,= .' ,_,,.4,c -) -D �:' c �_" �f /'�� E TB 69 \ / 1 1 J'' /, C� ` / r - res t / f�� � / \ ..� ry �. / - Y >. j. /// // Q \ ,' /' / I, :+ j, r � � f �'1\�Q . t j I . I \ / / fi., r / / / \ ` , -`��' ��',�' ,:" WIDE coNC 1fw o /ry ��' ' \ 9 , / , &METAL SIGN ,:- = ,, i � / ,-, / // 11 r /// ,i,:5 / _ / / �_ SS) / // ; . // �� __\ 836- _ -__ \ /' /' ,� �__ t / // . / / _____ � ! �t . // \ ,' ``'� / __ ____-- -------------- •-- --- - - - - -- I -- Y5.' / // . lie . // / \ . \ .a.I / r�, � //' (A- �. � . // \� / ' /- t . ej I . . // \ \ /' 6b // / '$� \ 6 �// I I I . I I I I I I . . I I . / / I I I . . I . I . . . . . I . I ' inlet // I . . . I / \ \ \ \ \ \'/ / / ,l ; ,,' . I . . I I F, . for = 835.70 / // \ \ �2'/ /�' . / \ \ BENCH INFORMATION n v n e = 832.45 , -i w� \k ,,o 6'1 / / 6 . \ 5a,- - - \ \Y,0�,60,� �g�b USC &GS N 79 ELEV 798.94 . ..,.X-t / / �g . . ��6. FOUND BRONZE DISK IN CONCRETE POST, 25' S. OFq E. 96th ST. AND 25'W. ,z OF WEST RAIL LOCATION OF MONON RAILROAD (former), 5 BELOW ROADWAY. TBM 101 ELEV - 815.31 I I RAILROAD SPIKE NORTH SIDE COMBINATION POLE #2020167 -B, 100'± W. OF I I q GUILFORD AVE. AND 45'f S. OF 96th STREET. TBM 68 I - ELEV - 834.08 CHISELED "X" SOUTH SIDE OF A CONCRETE LIGHT POLE BASE ON NORTH SIDE . I PENNSYLVANIA PARKWAY; 200'± WEST OF A TRANSFORMER. 3M 69 ELEV - 836.49 CHISELED "a" ON WEST SIDE OF A CONCRETE LICHT POLE BASE AT S.E. CORNER - :' . OF SITE; 25't NORTH OF A "DO NOT ENTER" SIGN. 1. . I ( P 0' 20' 40' I E LJ I -1 . I SCALE: 1"=20' LEGEND * LIGHT POLE "2& SPRINKLER . VALVE -v- SIGN a DECIDUOUS TREE TOR . TOP OF RIM INV ; INVERT ELEVATION RCP REINFORCED CONCRETE PIPE . DEMOLITION LEGEND. "' EXISTING TREES AND BRUSH TO BE REMOVED .1 ..*I 0 es AS REQUIRED TO CONSTRUCT PARKING LOT I I I I I I I I PAVEMENT TO BE SAWCUT CAUTION ! ! 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 MICH 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 -boo- 382 -5544 . CALL TOLL FREE - INDIANA UNDERGROUND - t.,. 4c) C3 Em I I I � . � a � o �o a� ole 7.5 0. 2 &---4 w a N . 4g ICA qwpu � 0 'IQ zcn 0 0 2 � OZ. 0%00 0 to . . 04 " >, < .< 04 �qo�e L2 PMtu CU x Coto �� mad tn to �N�Iv�i° I IrA V%, � zp.&j Ift Ma UU . " 171 �o 1071? UJI - . < @c - 0 &'% � . . U � I . . \11� (0) . . . I g �= (9 . 4< . . 6) I Q 1= r� w . . r cz ,a q 12 yj , I 5 I I q) . . 0 . U) *I" u a4 fri?_4 , 4:44 f 0 q It-it" L0 0 4 Qw on . � < � 1%z � � 2 . . - `_ - LL I 11 � I . � F ETA,q . L .... , . Q G�aW c 0. : . . �� . P ' Noll 0 .11 * 19900549 : * - ! . 0. � I . * : SfA7E OF � I I -0, IV /v CERTIFIED BY / - G � (0 . . . C= - < , � 1. 11 . . 0 � 57 a . a � . . . . . . " < . � . I . . or.%Z4 2 . (0 . C= � < I r6= � f 2 . 5 (0 L I � . 1= :�= "4wswd < I . 33 a . . 0 L I � a� . . - . L 02 , - . . � Q< . I I I . N - - I :�'= . . < ... . > . a a =A - I � (A I I 2 I __ . L 2 - (5 1 a� o I I 0 I 0 � G w , � . I 19 � . < , L � 1 .(5 1 . I . 111� . I 0 . . 0 o . . = . (0 I 0 q - . . � I � D= REVISIONS � PER TAC 10/27/06 SHEET NO. �l Ll o tJ OF DATE: DATE: 09/22/os 09/22/06 DRAHRJ BY: DRAWN l BY: cww cww CHK'D BY: CHK'D BY: AF AF JOB NOW JC)� N O. �N2005.Oa82 I N 2005.0482 TV1nnsndR� r�R.r ii Yr� a cn N U 0 CV ED Lin 0 0 0 N Z_ c v i v+ c v i N 0 0 0 0 N Z i a: w J_ Ez O N_ 10 V) M 0 0 W 0 0 0 LO Q O O W a V) 0 a x \ �,� _ , (COLOR /FINISH TO BE APPROVED BY \ \ CITY TRANSPORTATION SYSTEMS \COORDINATOR) /-ACE TBM 69 r ft 1.5' WIDE CONC (V & METAL SIGN' \ / / (GRASS) / ot 1 PARKING BARRIERS ARE ALREADY ON.SITE. / CONTRACTOR SHALL MOVE ACCORDING TO NEW PARKING LAYOUT. CONTRACTOR SHALL COORDINATE HANDICAP) SIGN STYLE AND COLOR WITH OWNER TO y /,/ 1 MATCH EXISTING (TYP.) INST. #1 99 809 871 3 2 3 t 1 •• 0 za co EXISTING LEGEND LIGHT POLE y0` SPRINKLER VALVE -�- SIGN a DECIDUOUS TREE TOR TOP OF RIM I N V INVERT ELEVATION RCP REINFORCED CONCRETE PIPE PROPOSED LEGEND LIGHT DUTY PAVEMENT aA COMBINED CURB & GUTTER (TYPE "III ") BQ COMBINED CURB & GUTTER (TYPE "II ") (OD PROPOSED LIGHT POLE SEE SHEET C7.1) SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTIIIG PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT.. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. s /14. �LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1 /4 /FT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 17 THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION BENCH INFORMATION USC &GS N -79 ELEV - 798.94 FOUND BRONZE DISK IN CONCRETE POST, 25'S. OFD E. 96th ST. AND 25' W. OF WEST RAIL LOCATION OF MONON RAILROAD former ), 5' BELOW ROADWAY., TBM 101 ELEV - 815.31 RAILROAD SPIKE NORTH SIDE COMBINATION POLE #2020167 -B, 100' W. OF q GUILFORD AVE. AND 45'f S. OF 96th STREET. TBM 68 ELEV - 834.08 CHISELED "X" SOUTH SIDE OF A CONCRETE LIGHT POLE BASE ON NORTH SIDE PENNSYLVANIA PARKWAY; 200' WEST OF A TRANSFORMER. TBM 69 ELEV - 836.49 CHISELED "a" ON WEST SIDE OF A CONCRETE LIGHT POLE BASE AT S.E. CORNER OF SITE; 25'f NORTH OF A "DO NOT ENTER" SIGN. CAUTION 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 - U) Cal � E T*4 y ��. �yis'rFR f� •:9G',C� N0. 19900549 SPATE ff ./ • lNDAN� .••' � "� r O CERIIFlED BY cm 57 REVISIONS Al PER TAC 10/27/06 SHEET NO. OF �t�flunl t�ul DRAWN BY DRAB BY: �Z�o �o�N= �O�N CHK'D BY: CHK'D BY: a a JOB NO. cos � o. I N 2005.0482 IN2005.0482 0 h= Q .O Q O � o 0 0 @�oN c� a� a� �l Qtn.. N y .ate a� M, a �a D �m �a i } U) Cal � E T*4 y ��. �yis'rFR f� •:9G',C� N0. 19900549 SPATE ff ./ • lNDAN� .••' � "� r O CERIIFlED BY cm 57 REVISIONS Al PER TAC 10/27/06 SHEET NO. OF DAIS: DATE: 09/22/06 os /22 /os DRAWN BY DRAB BY: �Z�o �o�N= �O�N CHK'D BY: CHK'D BY: 0 JOB NO. cos � o. I N 2005.0482 IN2005.0482 0 h= Q .O Q O � o 0 0 @�oN �l Qtn.. N y o o M, a �a D 0 0 U U �a i } w y u �� J J D as V Op 1 �Q � 4�.. ® � T G DAIS: DATE: 09/22/06 os /22 /os DRAWN BY DRAB BY: cww cww CHK'D BY: CHK'D BY: 0 JOB NO. cos � o. I N 2005.0482 IN2005.0482 0 �l o o D �a i } 4 J J D 1 �Q � G � 0 [vW DAIS: DATE: 09/22/06 os /22 /os DRAWN BY DRAB BY: cww cww CHK'D BY: CHK'D BY: AF AF JOB NO. cos � o. 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LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING \ / I. - \ �, �, ,� ,� �. , REGRADING SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. - \ \ \ - `�,.� ' _.f.r-.; -, / -c inlet A� �� r Ij 1 , 6�,, -! k-- .1 ;r\����- r� .� ., 3 ' - for 834. 4` ` `� ,���• ,w� . _ . y , _j � o`' \ CATCH ALL INLET \ _ �. i /.� 2 _ - \ ., \ ;�• Y . inv ne'� 9:91 ], `� .� �'� '('GRAte) /`' /." %%' & r4 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT \ / \ PROTECTION REQb. / inv nw = ---830.0 C' a_; \ �\i- + .� f ��' .v yr- • � v- / - �' _ . P \ ��`' TYP. / ,�' - k sw = k .9 'I' -�°;� �' - / a ,L �` _ _ - 336" r / APPLY \ Q ,-, .,�y � N �s �� � �_,_ .. _ 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR ,-�; - \ \ \ \ / y 11, s ��" '' a SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM x -� \ \ / \ \\ // qa�� -R 5� b � ��\ �` ,� , ADJ01 NER: LEAVING THE SITE. \ \� \ �j \ `� �, �,� W 4. ADDITIONAL EROSION AND SEDIMENT' CONTROL MEASURES WILL BE INSTALLED IF \ \ ��' \ � � ��' SsJ � �-, '�' DEEMED NECESSARY BY ON SITE INSPECTION. / Q \ / �`�, o�\ • \. t�ix \ � HCPI INDIANA LLC. \ /i J \\ � " °4�� �\ � � ��� :�Y �` v `� ,1 >Ni ` I N ST. 199809871323 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES \ - \ �,-,.0 t { _t,{ \, ,� �` i V TREAM. N 0 STO M \ // . c .. k �- . ti - , //> z AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEI iNG S R \ \ / ASPHALT � ` �� �- \ \\ , / � / - WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES _ \ / t ) % ` / / ,, . EROSION AT THE POINT OF DISCHARGE. \ \ ! �CQ // \ / / � 'r _ \ � mod= ,�,�� . W 0 \ ►�`1- / \ f; �� / �,._L ^� � 1 t c � 4 , , ,� � � E T8 M 69 c 6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLO EDT BE \ rib // ,� . 0 -- ", r . ���a , � +_ 3 CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL _ :�) / ; � / �- ,� f � o I� I i/, �- . WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. \t` / \ \ / , -`��� `f I f - -'' "' ��J . / >t , 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE /L \ \ y P� / , �r�. '`` ;� ,`' f,- ���!�° / t�, \ Q �,5 WIDE CONIC s N CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE Qj /� & METAL SIGN / - / h�IINIMIZED. / <' �_ iT � �1f,,� - ``' .- 0 A "i w i FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE / \ � - i1- �: /� /� -1 . �, / , o FOR DISPOSAL. / _ _ \ J - -____ GRASS �,� -�' •°� / _ - - / , ) r \ / 1 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE // � - /� __ ________ _____ _�� ;° P,1 ��� BE COLLECTED AND RE- DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT // o '�''-- /- - - - " "- i w AND AT LEAST ONCE A WEEK. // ��6• \ / / i �� -s'�' J / , i '. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY . • // \� \ _ ��-1 / �„1D��' WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER // \ \ N FABRIC. y // 1Zg \ 6 6 /X 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION // .k "� 6. / BENCH INFORMATION 1 . ` AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED I // 6?$\ / ,4 N - . o S inlet / \ / USC &GS N 79 ELEV 798.94 11. THE SITE IS / IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR for = 835.70 / \ \ ,�- Z' / FOUND BRONZE DISK IN CONCRETE POST, 25' S. OFD, E. 96th ST. AND 25' W. . W FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP inv ne - 832.45 �/ to \ �K��1�. / OF WEST RAIL LOCATION OF MONON RAILROAD(former), 5 BELOW ROADWAY. COMMUNITY PANEL NUMBER 18057CO217F FOR THE COUNTY OF - / � �b - ' \ g M HAMILTON, INDIANA, DATED FEBRUARY 19, 2003. ¢�6.1 ; 6- T M 1 1 - N-� g B 0 ELEV 815.31 6� RAILROAD SPIK N RTH : - � :� E 0 S DE COMBINATi N P 1 7-- 1 � 12. SCHEDULE OF EARTH WORK ACT! VI TI ES. . , _, t 0 OLE #2020 6 B, oo w. OF ��/r�, q GUILFORD AVE. AND 45 ± S. OF 96th STREET. W _ - I y O . { . a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT - _ ' - . y , TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON A� - TBM 68 ELEV - 834.08 POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO - PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED - ` - .: . .. WITHIN 14 DAYS OR ACTIVITY CEASES FOR M ORE THAN 21 DAYS OR AS . . . ' W DIRECTED BY THE ENGINEER. . . b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. . • / STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND = .: - FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE y - . r INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS { . POSSIBLE. ' L . ►_ . o _ - -_..- - - - -� _ . ,._ - - - - - - _ -- - - - -- _ - - - - - -- - _ - - -- - - -- -- - -- - - -- - -- - - - -- - - -- -- - -- - - - -- - ____ - -- - - - -- - - -- =- - _ - -- -_ - - _ __ __ - - - - __ f - 0' 20' 40' SCALE: 1 " =20' LEGEND . . * LIGHT POLE f2& SPRINKLER VALVE -o- SIGN DECIDUOUS TREE TOR TOP OF RIM INV INVERT ELEVATION RCP REINFORCED CONCRETE PIPE � PROPOSED LEGEND . M.E. MATCH EXISTING . EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB 00o CONTOURS FLOW LINE _ TC 000.50 ,CURB ELEVATIONS BG 000.00 000.00 SPOT ELEVATIONS © SF ❑ 0 SILT FENCE ��� . � � INLET PROTECTION L_s•J . Soil SOIL TYPE EROSION CONTROL BLANKET GRAVEL CONSTRUCTION ENTRANCE ' \� � 1 � PERMANENT SEEDING y y % f, f �-- GENERAL GR AQ I N G NOTES . 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. . 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES . HAVE BEEN INSTALLED. - . 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR -TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND . IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY . COMPANIES SO AS NOT TO CAUSE DAMAGE• 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE . CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER . EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT . ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATIONV, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH "CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. . 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS. . 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO .SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND /OR EXPORTS. . 15. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO217F FOR THE COUNTY OF ,,HAMILTON, INDIANA,`D�- A.�TED FEBRUARY 19, 2003. v.._-- ..'' -�. `x.11''`.. -,,.V i�'ti� l---, /" -'.._� .- ^- <l'.,- ---�.\, - - --� `;� :.... 4� -, -_ `\," `�'. -- N,-- -^'" � N "; .,,.. = 16. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS \ ( OR OTHER OFF -SITE SOURCES. EARTH SHALL BE FREE FROM LARGE ROCKS, ORGANIC '1 MATERIAL AND OTHER DELETERIOUS SUBSTANCES. FILL OBTAINED FROM OFF- '\ � SITE , SOURCES SHALL BE APPROVED BY THE OWNER. THE FILL MATERIAL SHALL BE PLACED 1 . I N LAYERS NOT TO EXCEED S I X(6) INCHES FOLLOWING COMPACTION. CON TRACTOR ) � SHALL BE RESPONSIBLE FOR AERATING WET MATERIAL AND ADDING WATER TO �I �, EXCESSIVELY DRY MATERIAL SO THAT THE FINAL MOISTURE CONTENT OF FILL ) ' MATERRIAL WILL BE WITHIN THE RANGE OF OPTIMUM MOISTURE CONTENT FROM -2.0 TO �` +1.0 PERCENT AS, DETERMINED BY THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ( TEST METHOD (ASTM D- 1557). ALL FILL MATERIAL SHALL BE COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). `- \-`a.,, .\ .\,_ --, ,, /\,-- �.-- ",,�,-,. - .� /^'- --,-,- �-,-- -. -,.,.,," - - -., � \_�_. _-N- t-"` - --- -��.. ---` i - .�.� ` CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 4N 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 TBM 69 ELEV - 836.49 EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO CHISELED "a" ON WEST SIDE OF A CONCRETE LIGHT POLE BASE AT S.E. CORNER - � ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND OF SITE; 25'f NORTH OF A "DO NOT ENTER" SIGN. EVIDENCE WAS OBSERVED. THE EXACT LOCATfONS 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 - NUJ M� � a� a� a� G `� 9 Z t". o U UOMN c H (n O °' N � c� _:N�o)- V �c av U Zm .< rA < 44 �Mo a �� o o �' x ` rAZinto r� o�1 t� .� NA rA� PM H o' � !, v a O U U . :° �= u .� = V 64 U� .err 4} u. S - _ �- . �-� � FET,gy No, 19900549 � � STAIE ff �;V /L CERl1FlED BY DATE: . 09/22/06 DRA1 BY: cww CHWD BY: AF SOB N 0- I N 2005.0482 a a a � � � � � e M � �g Q �$ o a� a� • � a� G o Qold a i� RL�S V v DATE: . 09/22/06 DRA1 BY: cww CHWD BY: AF SOB N 0- I N 2005.0482 REVISIONS � PER TAC 10/27/06 2 PER TAC 11 /15/06 SHEET NO. ��o u OF .. _ - - ..- -- - - - ---- -- ._- ------ .-�,, :�.w.r. -.r .-.-. _,-. r.. sn^ vim- -* -8 ran ..r-- r. t _ SITE NAME The area scheduled for construction is known as "Methodist Medical Plaza Parking" (hereinafter referred to as the "Project "). PROJECT LOCATION The propert� is located at 151 Pennsylvania Parkway in Indianapolis, Indiana, at a latitude - of 39055'52 N and a longitude of 86 0914 W. . OWNER'S INFORMATION Name: Bremner Heathcare Real Estate - I Address: 510 Egst-�9�fSt4,�}ke 250 .. . - Representative , Mr. Wes Eurit � . Title: Project Manager I - . I . Telephone: (311 ) 844 -6000 � 1 Facsimile: (317) 816 -8610 �,�- I . .. . �,�...� OPERATOR'S INFORMATION Name: Not available Address: I . Representative: Title: Telephone: - Facsimile: NOTICE OF INTENT All parties defined as owners or operators roust submit a Notice of intent (NOI) at least 48 hours prior to commencement of on -site construction activities. Submittal of late N01's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make . modifications to those plans and specifications. b) The party has day -to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. A2 11" x 17" PLAT Refer to Sheet C2.1 I . A3 PROJECT NARRATIVE This project consists of the construction of the development of approximately 1.18 acres,at Methodist edical Plaza in Carmel, Indiana. The development includes the construction of a parking lot and supporting infrastructure, not limited to the following activities: removal and stockpiling of topsoil, storm sewers, and other utilities. the site shall be paved and landscaped. The drainage plans for the site include a storm sewer designed for conveyance of 10 -year flood discharges to an existing detention pond. A4 VICINITY MAP I . Refer to Title Sheet I . IIIIIIIIIIIIIII 111111111111111111111l A5 RECORD DESCRIPTION , I I . Part of "COLLEGE PARK the plat of which was recorded April 1, 1922 in Deed Re -cord 113, pages 2 and 3 in the Office of the Recorder of Hamilton County, Indiana, (which part of said plat was vacated by the Carmel Plan Commission per ' Docket No. 43 -87 -PV recorded September 22, 1987 as Instrument 8743000 in said Recorder's Office) located in part of the Southeast Quarter of Section 11, Township 17 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: . Commencing at the Northeast Quarter Section; thence .along the East line thereof South 00- degrees 39 minutes 06 seconds West (assumed bearing) 756.70 feet; thence North 89 degrees 20 minutes 54 seconds West 46.93 feet to a curve having a radius of 135.00 feet, the radius point of which bears North 00 degrees 39 minutes 06 seconds East; thence Westerly along said curve 85.50 feet to a point which bears South 36 degrees 56 minutes 16 seconds West from said radius point; thence North 53 degrees 03 minutes 44 seconds West 150.19 feet to a curve having a radius of 300.00 feet, the radius point of which bears South 36 degrees 56 minutes 16 seconds West; thence westerly along said curve 189.99 feet to a point which bears North 00 degrees 39 minutes 06 seconds East from said radius point; thence North 89 degrees 20 minutes 54 seconds West 1014.27 feet to a curve having a radius of 222.50 feet, the radius point of which bears North 00 degrees 39 minutes 06 seconds East; thence Westerly along said curve 122.50 feet to a point which bears South 32 degrees 11 minutes 47 seconds West from said radius point; thence North 57 degrees 48 minutes 13 seconds West 105.04 feet; thence South 32 degrees 11 minutes 47 seconds West 80.00 feet to a point on the south right of way line of Pennsylvania Parkway, which right of way was dedicated in recorded Instrument No. 89- 23759; thence along said right of way North 57 degrees 48 minutes 13 seconds West 49.00 feet to a northwestern corner of Common Area CA 3 (described in Instrument Number 91- 35273); thence along a west line of said CA 3 South 32 degrees 11 minutes 47 seconds West 108.74 feet to a point on a curve having a radius of 170.00 feet, the radius point of which bears South 57 degrees 48 minutes 13 seconds East; thence southerly along said CA 3 line and curve 93.60 feet to a point which bears North 89 degrees 20 minutes 54 seconds West from said radius point; thence along said CA 3 line South 00 degrees 39 minutes 06 seconds West 40.21 feet to the place of beginning of a tract of land recorded a:; Instrument No. 93 -63211 in said Recorder's Office (the next 5 courses lie along the boundary of said tract of land); 1) thence North 89 degrees 20 minutes 57 seconds West 71.63 feet to the Point of Beginning; 2) thence continuing North 89 degrees 20 minutes 57 seconds West 39.28 feet to a point on a curve having a radius of 124.50 feet, the radius point of which bears South 00 degrees 39 minutes 03 seconds West; 3) thence- westerly along said curve to the left 92.79 feet to a point which bears North 42 degrees 03 minutes 07 seconds West from said radius point, said point of reverse ' curvature, the radius point of which bears North 42 degrees 03 minutes 07 seconds West 24.50 feet; 4) thence westerly ' along said curve to the right 37.22 feet to a point which bears South 45 degrees 00 minutes 00 seconds West from said ' radius point; 5) thence North 45 degrees 00 minutes 00 seconds West 316.53 feet; thence North 45 degrees 00 minutes I 00 seconds East 29.29 feet; thence North 90 degrees 00 minutes 00 seconds East 69.81 feet to a non - tangent curve having a radius of 268.00 feet, the radius point of which bears South 06 degrees 04 minutes 25 seconds East; thence southeasterly along said curve to the right 396.34 feet to the Point of Beginning, which bears North 78 degrees 39 minutes 34 seconds East from said radius point. The limitations of the soils for small commercial buildings as listed in Table 8 as severe. The foundations of the building will be designed by the structural engineer to accommodate the actual bearing capacity of the soil. The on -' B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN . site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the * - � 7 foundation system. Remedial treatment may include, but is not limited to, removal of the suitable. -soil and - . Solid Waste Disposal . backfilling with engineered material - _ . - .. . ' No solid material, including budding materials, is permitted to be dischar ed to surface waters or buried on site. - All solid waste materials, including disposable materials incidental to thec onstruction activity, must Other suitability or limitations of the soil for the other classifications of use listed in the table are not applicable � 9 P y, be collected �n containers or closed dumpsters The collection containers must be emptied periodically and the. collected to this project. material hauled to a la • ndfill permitted by the State and,/or appropriate local municipality to accept the waste A19 LOCATIONS, SIZE, AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS for disposal. .. 1. Locations of stormwater systems: Sheet C3.1 A foreman or . supervisor should be `designated in writing to oversee, enforce, and instruct construction workers Size of storm sewer: C3.1 I on proper solid waste procedures. . Details of storm inlets and manholes: C5.1 , . _ . . w _ . 1 _i Hazardous Waste . . It .. . A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACT! VI TI ES ASSOCIATED WITH THIS PROJECT � f. P . - Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the Off site constuction activities shall consist of connections to existing utility services. � manufacturer. . I A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL . . Use containment berms in fueling and maintenance areas and where potential for spills �s high. Excess soil shall be immediately stockpiled and seeded and /or removed from the construction site in A foreman writing an or supervisor should be designated in Writing to oversee, enforce and instruct construction workers on accordance with all applicable laws. proper hazardous waste procedures. The location of an hazardous waste storage areas should be indicated on . the stormwater pollution prevention plan b the operator following on-site 9 ' A22 EXISTING SITE TOPOGRAPHY P P P Y P ng on site location of the facility. Dust Control /Off -Site Vehicle Tracking . Refer to Sheet C1.1. During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce A23 PROPOSED FINAL SITE TOPOGRAPHY dust. After construction, the site should be stabilized to reduce dust. Refer to Sheet C3.1. . . Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock • p p oc pad is to minimize the amount of soil and mud that is tracked.onto existing streets. If sediment escapes the construction site, off -site accumulations of sediment must be removed at a .. B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES frequency sufficient to minimize offsite impacts. . The following potential pollutant sources may be associated with construction activities on site: Sanitary /Septic . 1. Material storage areas (more specifically described below) • 2. Construction waste material . Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic 3. Fuel storage areas and fueling stations system re ulatrons. Sanitary acilities shall be provided at the site by each contractor or subcontractor . throw hour construction activities. The sanitary ' ' • 4. Exposed soils • 9 y should be utilized by all construction personnel and be 5. Leaking vehicles and equipment serviced regularly. All expenses associated wityrovi ding sanitary facilities are the responsibility of the • • • • contractors and subcontractors. The location an sanitary facilities ' 6. Sanitary waste from temporary to y sties should be indicated on the stormwater y p y filet facilities pollution prevention plan b the operator following on -site location of said facilities. . 7. Litter Y P 9 8. Windblown dust Water Source 9. Soil tracking off site from construction equipment . . . • Water used to establish and maintain grass, to control dust, and for other construction purposes must originate The following construction materials will be staged or stored on site at various points during development of the . - from a public water supply or private well approved by the State or local health department. site: P , 1. Structural fill , Equipment Fueling and Storage Areas 2. Road Base • 3. Plastic drainage pipe Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). 4. Water main pipe and appurtenances Leaking equipment and maintenance fluids will be collected and not allowed ' P•P PP may be wsed away during a rain event. I wed to discharge onto soil where they 5. Concrete drainage pipe Y Y 9 . 6, Concrete culverts Equipment ment wash down exce t for wheel washes should ' 7. Precast concrete manholes _ q P ( P ) u take place within an area surrounded by a berm. The use 8. Rock rip -rap of detergents is prohibited. . . Hazardous Material Storage . . I . B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES . I I . I I I Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original 2 1 1. A pre - construction meeting should be scheduled with the City of Carmel Engineering Department at least 48 containers if original container is not resealable, store the roducts in clear) labeled w . hours prior to construction commencement. Except during application, the containers show p Y • aterproof containers). p g pp Id be kept in trucks or in bermed areas within P covered storage 2. Install construction entrance. _ facilities, Runoff containing such materials shall be collected, removed from the site, and disposed of in Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post - accordance with the federal, state and local regulations. P . 3. P g the N01 at the entrance. Add protection measures to existing inlets. 4. Install staging area, fueling, station, material storage area and concrete truck washout. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials 5. Strip the to soil and grade. _ . Management Plan and or Hazardous Materials Spill an P • p p g g / _ p d Prevention Program �n place. A foreman or supervisor. 6. - Complete the cut .and fills on the site. Final grade and seed the pond. slopes. Install check dams or stabilize . _ should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous the slopes with erosion control blankets. , . P_I materials storage and handling procedures. The location of any hazardous material storage areas should be 7. Areas left dormant for more than 15 days, must be temporarily seeded. . indicated -on the stormwater pollution prevention plan by the operator following on -site location of the storage areas. . . 8. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlets. Final grade and stabilize slopes when inlets are functioning. - Material Handling and Spill Prevention . I, 9. Seed the perimeter of the site. _. 10. Complete utility installation, curbs, paving and building construction. Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event 11. Install landscaping plant material and stabilize all disturbed areas. of a sill of a hazardous substance, the operator is required to notify the National Response Center . . . to ro eri re ' ' • 12. Remove all erosion and sediment control practices when areas have a uniform grass cover._ I (1-809-424-8802) properly y port the spill. In addition, the operator shat{ submit a Written description of the . release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to, prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar days after the release ' y se to reflect the release, stating the information above along .with modifications to minimize the possibility of future occurrences. Each contractor and B3 STABLE CONSTRUCTION - subcontractor is responsible for complying with the ' ENTRANCE LOCATIONS AND SPECIFICATIONS p se reporting requirements. Refer to Sheet C3.1 for location and C5.1 for details. Concrete Washout . 84 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS All concrete trucks waste material shall be. complete ly contained and disposed in accordance with all local, state, . and federal regulations. A pit or container is required when cleaning concrete chutes. 2 Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed Spill Response Plan . on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fence will be installed to prevent �. '- _,�..��,�...,�,� 1 sedimentation from leaving the site. The project supervisor should.be notified of all spills. if a s ill has th otential for rouri water or surface water Because lengths and heights of the slopes are small, more aggressive erosion control measures pollution, the Carmel Fire Department (317-571-2600 p - - g 99 p � and the owner 317 844 6000 s ould P 4 � be contacted. If a were not considered. spill does pollute the surface or ground water, the iD M Spill Response__ Ce -�ter 888 -2 3-'7745) and the County Surveyor (317-776-8495) need to be contacted. (The Surveyor is a co�ac onl �Vrrfh7e'draina e system Refer to Sheet C5.1 for details. discharged into a Regulated Drain.) Y y g y tem . All possible measures such as diking or calling a spill clean -up specialist shall be used to minimize any impacts. Clean up materials shall be stocked on the construction site at all times. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS . . B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE There are no proposed concetrated flew areas on -site. Ins ection Schedule/Reporting P Straw bales and silt fences will not be allowed as concentrated flow protection measures. All impacted areas, as well as all erosion and sediment control devices will be ins ected ever calendar days within 24 hours after a � , p y seven (7) . y rainfall of 0.5 inch or reater. Where sites have been final o . temporarily stabilized or on sites where runoff is unlike) due to winter conditions (e.g., site ' r ' • Y is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS . . Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with The contractor shall install sand bogs around each inlet in paved areas and straw bales a the USEPA NPDES Storm Water General Permit, this SWPPP and the Project. 9 P round inlets �n grass � � areas during construction. The proposed inlet will contain a permanent two -foot sump to collect sediment during and , after construction. Refer to Sheet C3.1 for locations and refer to Sheet C5.1 for details. 2 Insppection reports shall be completed including scope of the inspection, name s) and qualifications of personnel' makin the inspection, the date of the inspection, g p p on, observations relating to the im lementation of the SWPPP Straw bales alone will not be and any actions taken as a result of incidents of noncompliance noted du in the inspection. The inspection allowed as inlet protection measures. report should state whether the site was in compliance o pidentif an incidents of no P P y y ncorn liance. The . contractor shall keep a copy of the inspection reports on site and permanently ora period of two ears B7 RUNOFF CONTROL MEASURES following construction. The on -site reports may be requested b inspections conducted b the ' y . P Y q y p y h City of Carmel. Not applicable. The existing adjoining parking lot and all perimeter city streets shall be monitored daily ' P 9 P Y sly to prevent sediment from - leaving the construction site. B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS . . 11 . I Construction Entrance There are no stormwater outlets on site. Any new structures are tying into existing ones. , . Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS - contractor and subcontractor shall .be responsible for maintaining the Construction Entrance and other controls . as ;described- in this SWPPP. . . . Rip rap aprons at inlets will be utilized to prevent grade destabilization. Refer to sheets ,-C3.1 and C5.1. - Material Storage a Ins ections . 9 P . B10 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Inspectors must evaluate areas used ,for. storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and /or impounded so that pollutants cannot discharge from storage .. .- The detention ponds will provide a sediment removal function in addition to the primary areas. O.ff -- sit e material storage areas used solely by the subject project are considered to be part of the . , function of controlling peak • discharges from the site. Temporary or permanent surface stabilization required project and must be included in the erosion control plans and the site inspection reports. for thin or bare area that is inactive for 15 days or more.. . I Soil Stabilization inspections . , B11 TEMPORARY SURFACE STABILIZATION .METHODS APPROPRIATE FOR EACH SEASON 1111,11,11,1111,11111111,11111, . . Seeded areas will be inspected to- confirm that a healthy stand of vegetation is maintained. The site has 2 Mulch should be applied with all seed. achieved final stabilization once all"areas are covered with ppavement or have a stand of vegetation with at least . Refer to Sheet C5.1 within the Seasonal Soil Pr 70� of the background vegetation density. The density of 707 or reater must be maintained to e Protection Chart. .* as stabilized. The y . 9 b considered operator or their representative will.water, fertilize, and reseed disturbed areas as needed to B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS achieve this goal. . . Erosion. and Sediment Control Inspections A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such ,as peat, compost or manure shall be applied at 2" depth evenly over All controls should be in ected at least once ever seven (7) calendar da s and followi soil and incorporated into the top 6" of to soil. Provide fertilizer with percents a of nitro en re wired to p y. following any storm event of 9 9 q 0.5 inch or greater. The follow�n is a list of inspection /maintenance 9 9 p practices that will be used for specific provide not less than 1 pound of actual ni rogen per 1,000 sq. ft. of lawn area and not less than 4 percent . controls-, phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing . 2 of fertilizer if planting will not follow placing of planting soil within a few days. 1. Geotextil es/ Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. • • .. . i 2. Inlet Protection: Sediment should be removed when it reaches approximately one -half the height of B. Fertilizer for lawns. provide a fast release fertilizer with a composition of 1 lb per PP Y g the fence. if a sump is used, sediment should be removed when the volume of the basin is reduced by 5OX .1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by 3. Mulching: Inspect for thin or bares spots caused b natural decomposition or weather - related eve ' P Y p events. Mulch in weight. high traffic area should be replaced on a regular basis to maintain uniform .. , • 4. Sediment Basin: Inspect frequent) to check for dams a and to ensure obs�Jrotection. uctions are n ' ' Y 9 of diminishing the C. Slow - release fertilizer for.trees and shrubs: granular fertilizer consisting of 50 effectiveness of 'the structures. Sediment shall be removed and the basin shall be regarded to its original percent water-in soluble nitrogen, phosphorous and potassium made up of a composition 5. dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original by weight of 5 percent storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from , . erosion. P D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the ' to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch fence: .. . diameter, and other objects that may interfere with planting or maintenance operations. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. I E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. 9. Establish a watering and fertilizing schedule. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. 10..Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and 11. dai! pickup of litter. 9 9 9 F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. daily p' p ' G. Install erosion control blankets as indicated on the plan. In the event that sediment escapes the construction site off-site ' p f ite accumulations of sediment must be removed H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment operations. Spread uniform) to form a continuous blanket not less than 1 -1 2 inches loose measurements 9 has washed into the street and could be carried into the storm sewers by the next rainfall and /or pose a safety over y / hazard to users of public streets. e seeded areas. I. Water newt planted lawn areas and keep moist- until new grass is establish Modifications /Revisions to SWPPP Y P p g ed. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. Based on inspection results, an necessary modification to this SWPPP shall be implemented ' 11, Y Y p d with in seven J. Refer to Sheet C5.1, within the Seasonal Soil Protection Chart for timing of temporary and permanent calendar days of the inspection. A modification •is necessary if a control measure or operational procedure does . . not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven seeding and grass seed specifications. . calendar days of the inspection. . Y P It is the respcnsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor /subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to then ' p g need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination . Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as the have submitted a Notice of Termination NOT . The ermittee's y { ) P authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is 1. signed- .. . All permittees .must submit an NOT within thirty (30) days after one or more of the following conditions.have been met: - . 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator / permittee has assumed control over all areas of the site that have not been finally stabilized. . 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. 815 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS. . . Since the entire site is under a single ownership, there are not any individual building lots. . Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use is a medical facility. The pollutants and sources of each pollutant normally expected . I . from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. . Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de -icing materials Pollutant Source: Office building Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. . Pollutant Source: Parking lot . Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) The anticipated pollution sources are the vehicles that will use facility, including both delivery trucks and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants associated with vehicular traffic. . C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater detention ponds will remain in place as permanent features after construction is completed. Although- the purpose of the ponds is to restrict stormwater discharges, they will provide an incidental sediment removal function. . Oils: grease, • brake fluid and gasoline; spilled on .site shall be immediately absorbed with products such as . perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations. C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES . Grading and Drainage . . I Top soil will be placed in lownareas and seeded with grass and graded; not to exceed 3:1 slopes. proposed landscape trees and shrubs will a'so be added. These Bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slaw the velocities of storm water runoff, reduce sediment runoff, and reduce . problems associated with mud or dust from bare soils. Detention Pond There is an existing detention pond southeast of the site. All of the site drainage will be directed through the detention system prior to discharge. Although the detention ponds were not designed as a stormwater quality ponds. They will provide a sediment removal function that is very close to that provided by a stormwater - quality swale. The dention pond encourages sediment removal by providing more time for settling and infiltration to occur. Good Housekeeping measures Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction . in fertilizer oversproy can be incorporated by the owner and /or occupant. . C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE -- -,.�' -,,,- --rte, ��--- �-:-,. \",., /--- ,"r- .- -�-- .�- ....�,�'� . t' _ 1 A sum is being provided in structure 1. ,"---.N%,----,O",-,--"*..-,-,.--N.-.,-/"---,^"-/--,----�----,N-,--.--,'-----.-") . .. . I - P 9P # C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES Maintenance requirements for the detention pond and swoles which will remain in place after construction is completed, are described below. . . Post construction maintenance requirements for inlets & vegetate areas are to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site in accordance with ail applicable laws. Areas that show signs of ,erosion shall be stabilized with erosion control blanket and /or seed as necessary. I I �= , . < < 2 0 < . 15 � 02 WC= � CM a . M W M . I C� � 1= Qcc F= () ca 2: 1= 40 =� UP GQ � �I a I Pi (a 0 Z= W 0 � 92 �.� <:� L 2 'a, ..:) < . 10 1"_%1F__J 2 0o m U.Z�� c 00%C4 0,4 en O C %n N� C 6� W 0 M v zv0 Z L 0 0% W''a $4a >% . .0 �=I A C - �� ° CU x .<=I r �~s�t� cy A In _ rA � Z 1- M . �R CL U 0 � , U A< � . U ta �� u F4 12 %.44 M q ... vS8 F::40 *q Ca f-a� 4< 4� V� � _ . _ - t - � -- - = - i -1 _ I Z_ :� _ Ill - Tgy *FE Fys'rfR f� '9C, I I No. 1. 0 4 � 1I 0 : I 9900549 � * STATE ff 0: � G CERII ED BY/ - � - A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS cww CHK9D BY: The site will not be subdivided; therefore, there are no individual lots on the property. The overall site plan, Sheet JOB NO. v C2.1, shows the proposed site improvements. A7 HYDROLOGIC UNIT CODE (HUC) . I C= .. 05120201090050 .- .- A8 STATE AND FEDERAL WATER QUALITY PERMITS . I I C�;___ . None are required for this project. A9 SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE . d Stormwater drainage from the site will be conveyed by a proposed storm sewer to an existing detention pond located I . . along the east side of the site. The ultimate receeving waters for the detention pond is Crooked Creek. A10 LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE SITE O f� W There are no wetlands, lakes, or watercourses located adjacent to the site. . . . I 0- � A11 IDENTIFICATION OF ALL RECEIVING WATERS .. . . 1 .. . 10- W (0 . _ - . . 1. The ultimate receiving water is Haverstick Creek. . � - - U a I r .. N � Ar%A_" Lz�_ .. . . . o o Al2 IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER . , N- i . a Q .- . . There are no locations on site where surface water ma be discharged into round water. . Y 9 9 _ . a A13 I I . 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES ' - 3 L. L. . . . I , The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood ° k#1_%___J I I Inr- . (0 - . Insurance Rate Map Panel 18057CO205 F dated February 19, 2003 for Hamilton County, Indiana. . .. . N o A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE . . . LO . .. Pre- construction 10 -year discharge: 1.14 cfs . - . . Z Post - construction 10 -year discharge: 5.14 cfs . - A15 , ADJACENT LAND USE . , o Upstream Water shed: . I . N r- North: Businessl, B -7 . .. , NEast: . Business, B -6 - I . m South: Business, B -6 . a . . W W West: Business, B -6 . m M A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS . r to . . Refer to plan sheet C3.1 for the construction limits O A17 IDENTIFICATION o_ F EXISTING VEGETATIVE COVER i` 1� '�. f 'i ^�" ,'wL thy{ ~''..-- •ti..•.,.,..� - r r k f (At this time, the site is primarily wooded with some grassy areas._ 1 0 Q �- 0 W A18 .� _ f y , - �......N `V ._..r'.Tfhti- ?,•.. f �- rs '�... e` '`..�./� • °ti, ��r.....�, �`�,,, �Y `"ti.�.�+r _�ti.,�. ��`^0.,�.,._� _ SOILS MAP INCLUDi'NG SOIL DESCRIPTION AND 1 MITATfMS Soil information from the Hamilton County Soil Survey is on Sheet C3.1.This site has Crosby silt loam o 0 and Brookston soils. 1 W The suitability of the soils for pavement (local roads and streets) is listed in Table 8 as severe. The on -site soil will 0 . be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the pavement W system. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with i engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade a. with lime. The limitations of the soils for small commercial buildings as listed in Table 8 as severe. The foundations of the building will be designed by the structural engineer to accommodate the actual bearing capacity of the soil. The on -' B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN . site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the * - � 7 foundation system. Remedial treatment may include, but is not limited to, removal of the suitable. -soil and - . Solid Waste Disposal . backfilling with engineered material - _ . - .. . ' No solid material, including budding materials, is permitted to be dischar ed to surface waters or buried on site. - All solid waste materials, including disposable materials incidental to thec onstruction activity, must Other suitability or limitations of the soil for the other classifications of use listed in the table are not applicable � 9 P y, be collected �n containers or closed dumpsters The collection containers must be emptied periodically and the. collected to this project. material hauled to a la • ndfill permitted by the State and,/or appropriate local municipality to accept the waste A19 LOCATIONS, SIZE, AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS for disposal. .. 1. Locations of stormwater systems: Sheet C3.1 A foreman or . supervisor should be `designated in writing to oversee, enforce, and instruct construction workers Size of storm sewer: C3.1 I on proper solid waste procedures. . Details of storm inlets and manholes: C5.1 , . _ . . w _ . 1 _i Hazardous Waste . . It .. . A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACT! VI TI ES ASSOCIATED WITH THIS PROJECT � f. P . - Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the Off site constuction activities shall consist of connections to existing utility services. � manufacturer. . I A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL . . Use containment berms in fueling and maintenance areas and where potential for spills �s high. Excess soil shall be immediately stockpiled and seeded and /or removed from the construction site in A foreman writing an or supervisor should be designated in Writing to oversee, enforce and instruct construction workers on accordance with all applicable laws. proper hazardous waste procedures. The location of an hazardous waste storage areas should be indicated on . the stormwater pollution prevention plan b the operator following on-site 9 ' A22 EXISTING SITE TOPOGRAPHY P P P Y P ng on site location of the facility. Dust Control /Off -Site Vehicle Tracking . Refer to Sheet C1.1. During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce A23 PROPOSED FINAL SITE TOPOGRAPHY dust. After construction, the site should be stabilized to reduce dust. Refer to Sheet C3.1. . . Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock • p p oc pad is to minimize the amount of soil and mud that is tracked.onto existing streets. If sediment escapes the construction site, off -site accumulations of sediment must be removed at a .. B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES frequency sufficient to minimize offsite impacts. . The following potential pollutant sources may be associated with construction activities on site: Sanitary /Septic . 1. Material storage areas (more specifically described below) • 2. Construction waste material . Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic 3. Fuel storage areas and fueling stations system re ulatrons. Sanitary acilities shall be provided at the site by each contractor or subcontractor . throw hour construction activities. The sanitary ' ' • 4. Exposed soils • 9 y should be utilized by all construction personnel and be 5. Leaking vehicles and equipment serviced regularly. All expenses associated wityrovi ding sanitary facilities are the responsibility of the • • • • contractors and subcontractors. The location an sanitary facilities ' 6. Sanitary waste from temporary to y sties should be indicated on the stormwater y p y filet facilities pollution prevention plan b the operator following on -site location of said facilities. . 7. Litter Y P 9 8. Windblown dust Water Source 9. Soil tracking off site from construction equipment . . . • Water used to establish and maintain grass, to control dust, and for other construction purposes must originate The following construction materials will be staged or stored on site at various points during development of the . - from a public water supply or private well approved by the State or local health department. site: P , 1. Structural fill , Equipment Fueling and Storage Areas 2. Road Base • 3. Plastic drainage pipe Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). 4. Water main pipe and appurtenances Leaking equipment and maintenance fluids will be collected and not allowed ' P•P PP may be wsed away during a rain event. I wed to discharge onto soil where they 5. Concrete drainage pipe Y Y 9 . 6, Concrete culverts Equipment ment wash down exce t for wheel washes should ' 7. Precast concrete manholes _ q P ( P ) u take place within an area surrounded by a berm. The use 8. Rock rip -rap of detergents is prohibited. . . Hazardous Material Storage . . I . B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES . I I . I I I Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original 2 1 1. A pre - construction meeting should be scheduled with the City of Carmel Engineering Department at least 48 containers if original container is not resealable, store the roducts in clear) labeled w . hours prior to construction commencement. Except during application, the containers show p Y • aterproof containers). p g pp Id be kept in trucks or in bermed areas within P covered storage 2. Install construction entrance. _ facilities, Runoff containing such materials shall be collected, removed from the site, and disposed of in Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post - accordance with the federal, state and local regulations. P . 3. P g the N01 at the entrance. Add protection measures to existing inlets. 4. Install staging area, fueling, station, material storage area and concrete truck washout. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials 5. Strip the to soil and grade. _ . Management Plan and or Hazardous Materials Spill an P • p p g g / _ p d Prevention Program �n place. A foreman or supervisor. 6. - Complete the cut .and fills on the site. Final grade and seed the pond. slopes. Install check dams or stabilize . _ should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous the slopes with erosion control blankets. , . P_I materials storage and handling procedures. The location of any hazardous material storage areas should be 7. Areas left dormant for more than 15 days, must be temporarily seeded. . indicated -on the stormwater pollution prevention plan by the operator following on -site location of the storage areas. . . 8. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlets. Final grade and stabilize slopes when inlets are functioning. - Material Handling and Spill Prevention . I, 9. Seed the perimeter of the site. _. 10. Complete utility installation, curbs, paving and building construction. Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event 11. Install landscaping plant material and stabilize all disturbed areas. of a sill of a hazardous substance, the operator is required to notify the National Response Center . . . to ro eri re ' ' • 12. Remove all erosion and sediment control practices when areas have a uniform grass cover._ I (1-809-424-8802) properly y port the spill. In addition, the operator shat{ submit a Written description of the . release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to, prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar days after the release ' y se to reflect the release, stating the information above along .with modifications to minimize the possibility of future occurrences. Each contractor and B3 STABLE CONSTRUCTION - subcontractor is responsible for complying with the ' ENTRANCE LOCATIONS AND SPECIFICATIONS p se reporting requirements. Refer to Sheet C3.1 for location and C5.1 for details. Concrete Washout . 84 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS All concrete trucks waste material shall be. complete ly contained and disposed in accordance with all local, state, . and federal regulations. A pit or container is required when cleaning concrete chutes. 2 Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed Spill Response Plan . on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fence will be installed to prevent �. '- _,�..��,�...,�,� 1 sedimentation from leaving the site. The project supervisor should.be notified of all spills. if a s ill has th otential for rouri water or surface water Because lengths and heights of the slopes are small, more aggressive erosion control measures pollution, the Carmel Fire Department (317-571-2600 p - - g 99 p � and the owner 317 844 6000 s ould P 4 � be contacted. If a were not considered. spill does pollute the surface or ground water, the iD M Spill Response__ Ce -�ter 888 -2 3-'7745) and the County Surveyor (317-776-8495) need to be contacted. (The Surveyor is a co�ac onl �Vrrfh7e'draina e system Refer to Sheet C5.1 for details. discharged into a Regulated Drain.) Y y g y tem . All possible measures such as diking or calling a spill clean -up specialist shall be used to minimize any impacts. Clean up materials shall be stocked on the construction site at all times. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS . . B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE There are no proposed concetrated flew areas on -site. Ins ection Schedule/Reporting P Straw bales and silt fences will not be allowed as concentrated flow protection measures. All impacted areas, as well as all erosion and sediment control devices will be ins ected ever calendar days within 24 hours after a � , p y seven (7) . y rainfall of 0.5 inch or reater. Where sites have been final o . temporarily stabilized or on sites where runoff is unlike) due to winter conditions (e.g., site ' r ' • Y is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS . . Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with The contractor shall install sand bogs around each inlet in paved areas and straw bales a the USEPA NPDES Storm Water General Permit, this SWPPP and the Project. 9 P round inlets �n grass � � areas during construction. The proposed inlet will contain a permanent two -foot sump to collect sediment during and , after construction. Refer to Sheet C3.1 for locations and refer to Sheet C5.1 for details. 2 Insppection reports shall be completed including scope of the inspection, name s) and qualifications of personnel' makin the inspection, the date of the inspection, g p p on, observations relating to the im lementation of the SWPPP Straw bales alone will not be and any actions taken as a result of incidents of noncompliance noted du in the inspection. The inspection allowed as inlet protection measures. report should state whether the site was in compliance o pidentif an incidents of no P P y y ncorn liance. The . contractor shall keep a copy of the inspection reports on site and permanently ora period of two ears B7 RUNOFF CONTROL MEASURES following construction. The on -site reports may be requested b inspections conducted b the ' y . P Y q y p y h City of Carmel. Not applicable. The existing adjoining parking lot and all perimeter city streets shall be monitored daily ' P 9 P Y sly to prevent sediment from - leaving the construction site. B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS . . 11 . I Construction Entrance There are no stormwater outlets on site. Any new structures are tying into existing ones. , . Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS - contractor and subcontractor shall .be responsible for maintaining the Construction Entrance and other controls . as ;described- in this SWPPP. . . . Rip rap aprons at inlets will be utilized to prevent grade destabilization. Refer to sheets ,-C3.1 and C5.1. - Material Storage a Ins ections . 9 P . B10 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Inspectors must evaluate areas used ,for. storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and /or impounded so that pollutants cannot discharge from storage .. .- The detention ponds will provide a sediment removal function in addition to the primary areas. O.ff -- sit e material storage areas used solely by the subject project are considered to be part of the . , function of controlling peak • discharges from the site. Temporary or permanent surface stabilization required project and must be included in the erosion control plans and the site inspection reports. for thin or bare area that is inactive for 15 days or more.. . I Soil Stabilization inspections . , B11 TEMPORARY SURFACE STABILIZATION .METHODS APPROPRIATE FOR EACH SEASON 1111,11,11,1111,11111111,11111, . . Seeded areas will be inspected to- confirm that a healthy stand of vegetation is maintained. The site has 2 Mulch should be applied with all seed. achieved final stabilization once all"areas are covered with ppavement or have a stand of vegetation with at least . Refer to Sheet C5.1 within the Seasonal Soil Pr 70� of the background vegetation density. The density of 707 or reater must be maintained to e Protection Chart. .* as stabilized. The y . 9 b considered operator or their representative will.water, fertilize, and reseed disturbed areas as needed to B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS achieve this goal. . . Erosion. and Sediment Control Inspections A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such ,as peat, compost or manure shall be applied at 2" depth evenly over All controls should be in ected at least once ever seven (7) calendar da s and followi soil and incorporated into the top 6" of to soil. Provide fertilizer with percents a of nitro en re wired to p y. following any storm event of 9 9 q 0.5 inch or greater. The follow�n is a list of inspection /maintenance 9 9 p practices that will be used for specific provide not less than 1 pound of actual ni rogen per 1,000 sq. ft. of lawn area and not less than 4 percent . controls-, phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing . 2 of fertilizer if planting will not follow placing of planting soil within a few days. 1. Geotextil es/ Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. • • .. . i 2. Inlet Protection: Sediment should be removed when it reaches approximately one -half the height of B. Fertilizer for lawns. provide a fast release fertilizer with a composition of 1 lb per PP Y g the fence. if a sump is used, sediment should be removed when the volume of the basin is reduced by 5OX .1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by 3. Mulching: Inspect for thin or bares spots caused b natural decomposition or weather - related eve ' P Y p events. Mulch in weight. high traffic area should be replaced on a regular basis to maintain uniform .. , • 4. Sediment Basin: Inspect frequent) to check for dams a and to ensure obs�Jrotection. uctions are n ' ' Y 9 of diminishing the C. Slow - release fertilizer for.trees and shrubs: granular fertilizer consisting of 50 effectiveness of 'the structures. Sediment shall be removed and the basin shall be regarded to its original percent water-in soluble nitrogen, phosphorous and potassium made up of a composition 5. dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original by weight of 5 percent storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from , . erosion. P D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the ' to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch fence: .. . diameter, and other objects that may interfere with planting or maintenance operations. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. I E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. 9. Establish a watering and fertilizing schedule. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. 10..Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and 11. dai! pickup of litter. 9 9 9 F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. daily p' p ' G. Install erosion control blankets as indicated on the plan. In the event that sediment escapes the construction site off-site ' p f ite accumulations of sediment must be removed H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment operations. Spread uniform) to form a continuous blanket not less than 1 -1 2 inches loose measurements 9 has washed into the street and could be carried into the storm sewers by the next rainfall and /or pose a safety over y / hazard to users of public streets. e seeded areas. I. Water newt planted lawn areas and keep moist- until new grass is establish Modifications /Revisions to SWPPP Y P p g ed. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. Based on inspection results, an necessary modification to this SWPPP shall be implemented ' 11, Y Y p d with in seven J. Refer to Sheet C5.1, within the Seasonal Soil Protection Chart for timing of temporary and permanent calendar days of the inspection. A modification •is necessary if a control measure or operational procedure does . . not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven seeding and grass seed specifications. . calendar days of the inspection. . Y P It is the respcnsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor /subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to then ' p g need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination . Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as the have submitted a Notice of Termination NOT . The ermittee's y { ) P authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is 1. signed- .. . All permittees .must submit an NOT within thirty (30) days after one or more of the following conditions.have been met: - . 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator / permittee has assumed control over all areas of the site that have not been finally stabilized. . 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. 815 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS. . . Since the entire site is under a single ownership, there are not any individual building lots. . Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use is a medical facility. The pollutants and sources of each pollutant normally expected . I . from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. . Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de -icing materials Pollutant Source: Office building Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. . Pollutant Source: Parking lot . Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) The anticipated pollution sources are the vehicles that will use facility, including both delivery trucks and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants associated with vehicular traffic. . C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater detention ponds will remain in place as permanent features after construction is completed. Although- the purpose of the ponds is to restrict stormwater discharges, they will provide an incidental sediment removal function. . Oils: grease, • brake fluid and gasoline; spilled on .site shall be immediately absorbed with products such as . perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations. C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES . Grading and Drainage . . I Top soil will be placed in lownareas and seeded with grass and graded; not to exceed 3:1 slopes. proposed landscape trees and shrubs will a'so be added. These Bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slaw the velocities of storm water runoff, reduce sediment runoff, and reduce . problems associated with mud or dust from bare soils. Detention Pond There is an existing detention pond southeast of the site. All of the site drainage will be directed through the detention system prior to discharge. Although the detention ponds were not designed as a stormwater quality ponds. They will provide a sediment removal function that is very close to that provided by a stormwater - quality swale. The dention pond encourages sediment removal by providing more time for settling and infiltration to occur. Good Housekeeping measures Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction . in fertilizer oversproy can be incorporated by the owner and /or occupant. . C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE -- -,.�' -,,,- --rte, ��--- �-:-,. \",., /--- ,"r- .- -�-- .�- ....�,�'� . t' _ 1 A sum is being provided in structure 1. ,"---.N%,----,O",-,--"*..-,-,.--N.-.,-/"---,^"-/--,----�----,N-,--.--,'-----.-") . .. . I - P 9P # C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES Maintenance requirements for the detention pond and swoles which will remain in place after construction is completed, are described below. . . Post construction maintenance requirements for inlets & vegetate areas are to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site in accordance with ail applicable laws. Areas that show signs of ,erosion shall be stabilized with erosion control blanket and /or seed as necessary. I I �= , . < < 2 0 < . 15 � 02 WC= � CM a . M W M . I C� � 1= Qcc F= () ca 2: 1= 40 =� UP GQ � �I a I Pi (a 0 Z= W 0 � 92 �.� <:� L 2 'a, ..:) < . 10 1"_%1F__J 2 0o m U.Z�� c 00%C4 0,4 en O C %n N� C 6� W 0 M v zv0 Z L 0 0% W''a $4a >% . .0 �=I A C - �� ° CU x .<=I r �~s�t� cy A In _ rA � Z 1- M . �R CL U 0 � , U A< � . U ta �� u F4 12 %.44 M q ... vS8 F::40 *q Ca f-a� 4< 4� V� � _ . _ - t - � -- - = - i -1 _ I Z_ :� _ Ill - Tgy *FE Fys'rfR f� '9C, I I No. 1. 0 4 � 1I 0 : I 9900549 � * STATE ff 0: � G CERII ED BY/ - � - DATE: 09/22/06 MMUNNIIIIIIIIN cww CHK9D BY: AF JOB NO. v 0 C= (3 Q . I C= .. a .- . - < g I I 2 LZ�_ < I I C�;___ . � C= (5 F= e &I � . d ° 1< &.I C:� mm . 10 a O f� W fh a< N M__�_ a< �:_) - (0 ==I a a I . 2 - Ar%A_" Lz�_ 2 < Im I %O . a Q � o� vG Im G . . . I F. @W92 01 < 10 0 k#1_%___J I I Inr- . (0 - . r.= 0 . (0 . I co I 0== 11 DATE: 09/22/06 DRAM BY: cww CHK9D BY: AF JOB NO. IN2005.0482 III REVISIONS Al PER TAC 10/27/06 A2 PER TAC 11/15/06 SHEET NO. E7 OF 9- - -, TW1nnSAAA ')rRr41 IQWPP .. �I 300 275 250 225 200 SLOPE 175 LENGTH 150 FT. 125 100 75 50 25 0 U U N co O to 0 N Z i C v i 0 0 i N O LO 0 0 N Z_ IL J 0 N Il) m 0 O W N f` 0 0 Q O F- E Q U H O J a A e X 1 �/2 3' 1'/2 X x X ;x X C C 3' 1 1 STAPLE PER SO. YD. 11/2 STAPLES PER SQ. YD.. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS REQUIRED In . 0 DUE TO DEPTH, F FLOW .0 0 x 0 X NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 4:1 3 :1 2 :1 1 :1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. SLOPE GRADIENT AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE NON WOVEN SPACE POSTS PER STABILIZATION PRACTICE JAN. FEB. e X 1 �/2 3' 1'/2 X x X ;x X C C 3' 1 1 STAPLE PER SO. YD. 11/2 STAPLES PER SQ. YD.. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS REQUIRED In . 0 DUE TO DEPTH, F FLOW .0 0 x 0 X NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 4:1 3 :1 2 :1 1 :1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. SLOPE GRADIENT AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE NON WOVEN SPACE POSTS PER NOT TO SCALE WHITE PAINT SKY BLUE PAINT " TYP. HANDICAP PARKING SYMBOL DETAIL NOT TO SCALE MIN. i - 1 O'R ° O° ° 0 0O o . ( � � o b o 0. 0 o o •Q � o° ° ° o • p O Q ) o O p 00 o 0. ° ° .o o Da•0° O - o O p° 0° 0a pO ° °a0 ° 0 °00 � O- ° o o o 0.�pO .o • p ��° p 0 ° O o• � Oo p O O � (o j . N z *0 0 °O ° 0 Q � ° � V °00O 0 p O O , 4 O P ° o O O Z0,0 ° �0ce 0 O � p OP o O 0 0 o 0 O W • o OO . o o 2 0 o O �o o ° O 0 °• p 0 0 °o �° 0 �°'o. p p 0.0 � .O ° O ° ° •° ,_ - ° / ,10'R 6 "MIN. No. 2 ICRUSHED STONE GRAVEL CONSTRUCTION ENTRANCE i NOT TO SCALE SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. WIRE APR. FILTER FABRIC � .. AUG. WOOD POST , FLOW DEC. PERMANENT SEEDING > A W • r r D V r11 NOTE. "A" CONC. SECTION POSTS SHALL HAVE A MINIMUM LENGTH OF NOTE: ONLY PRECAST OR POURED IN PLACE PERMITTED l 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL _•• `lC,l ._._ _ SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL •: —Oz BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE (, •..' f • �,1 DURING INSTALLATION AND TO SUPPORT APPLIED DORMANT SEEDING B LOADS. W FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC 60 "DIA. ow r� CONSISTING OF STRONG, ROT RESISTANT, EXTEND FABRIC I MATERIALS RESISTANT TO DETERIORATION FROM WIRE TO 4n BELOW = ULTRAVIOLET AND HEAT EXPOSURE. SURFACE — -- — NOT TO SCALE WHITE PAINT SKY BLUE PAINT " TYP. HANDICAP PARKING SYMBOL DETAIL NOT TO SCALE MIN. i - 1 O'R ° O° ° 0 0O o . ( � � o b o 0. 0 o o •Q � o° ° ° o • p O Q ) o O p 00 o 0. ° ° .o o Da•0° O - o O p° 0° 0a pO ° °a0 ° 0 °00 � O- ° o o o 0.�pO .o • p ��° p 0 ° O o• � Oo p O O � (o j . N z *0 0 °O ° 0 Q � ° � V °00O 0 p O O , 4 O P ° o O O Z0,0 ° �0ce 0 O � p OP o O 0 0 o 0 O W • o OO . o o 2 0 o O �o o ° O 0 °• p 0 0 °o �° 0 �°'o. p p 0.0 � .O ° O ° ° •° ,_ - ° / ,10'R 6 "MIN. No. 2 ICRUSHED STONE GRAVEL CONSTRUCTION ENTRANCE i NOT TO SCALE SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING > A W • r r D V �M �I CLASS "A" CONC. SECTION U) W_ NOTE: ONLY PRECAST OR POURED IN PLACE PERMITTED INLET TYPE "A" NOT TO SCALE D 1' -4" SPACING FOR —Oz C. Zr MH. STEPS N W Z DORMANT SEEDING B W r 60 "DIA. ow r� ° B v �� o Ld �� V TEMPORARY SEEDING CFO,: r T Q- U_ r r > s r v ° ° E 7 D ° • v ► > v v #2 OR #8 STON . 6" CLASS "A" A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; HYDROSEEDED B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE; HYDROSEEDED C = SPRING OATS 3 BUSHELS /ACRE D = WHEAT OR RYE 2 BUSHELS /ACRE E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. ) * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER CATCH mALL STORMWATER INLET PROTECTOR THE CATCH -ALL IS AN INLET AND CATCH BASIN FILTRATION DEVICE DEVELOPED TO PREVENT SEDIMENTATION. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING, AND COULD REPRESENT A BEST MANAGEMENT PRACTICE FOR YOUR EPA PHASE 2 PROGRAM. STEEL FRAME OVERFLOW TEMPORARY INSTALLATION: CONSTRUCTION PROJECTS FEATURE ON HIGHWAYS AND NEW HOUSING DEVELOPMENTS CAN RESULT IN SUBSTANTIAL AMOUNTS OF SEDIMENT DURING A RAINSTORM. TRADITIONAL PRACTICE, USING SILT SCREENS, HAY BALES, AND FILTER FABRIC UNDER STORM GRATES PROVIDE ONLY LIMITED PROTECTION. CATCH -ALL- WILL HOLD 2 CUBIC FEET OF GRAVEL, SILT, AND DEBRIS, AND CAN BE MOVED FROM SITE -TO SITE. HANDLES FOR EASY REMOVAL',• . STAINLESS STEEL BAND �•` (HEMMED INTO BAG) POLYESTER MESH _ POLYPROPYLENE REINFORCEMENT fi. s, (OUTER LAYER) ` ��: �' GEOTIXFILTER FABRIC (INNER LAYER) CATCH -ALL HAS BEEN APPROVED FOR USE ON MANY MOT ROAD CONSTRUCTION PROJECTS. PERMANENT INSTALLATION: COMMERCIAL AND INDUSTRIAL SITES WITH IMPERVIOUS SURFACES, SUCH AS ROADS AND PARKING LOTS, PRODUCE STORMWATER RUN -OFF THAT MAY INCLUDE PAPER REFUSE, CIGARETTES, SEDIMENT, AND EVEN SOME FLOATING OILS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A SIGNIFICANT AMOUNT IN CATCH BASINS OR MUNICIPAL SYSTEMS. WITHOUT PROPER TREATMENT, STORMWATER LADEN WITH SUCH MATERIALS CAN POLLUTE STREAMS, LAKES, AND NEAR -SHORE WATERS. THE UNIQUE DESIGN OF THE REUSABLE STEEL FRAME OF CATCH -ALL PROVIDES AN OVERFLOW CAPACITY GREATER THAN THE OPEN AREA OF THE GRATE IT FITS UNDER. THIS MEANS LITTLE CHANCE FOR WATER TO BACK UP OR POOL, EVEN BETWEEN SCHEDULED CLEANINGS. THE DURABLE, REINFORCED SEDIMENT BAG CAN BE CLEANED NUMEROUS TIMES AND IS EASILY REPLACED IN THE FIELD. THE ENTIRE UNIT IS INSTALLED BELOW GRADE AND NO REBAR, CLIPS, OR STRAPS ARE EXPOSED ON 'THE SURFACE. WITH A TOP FLANGE LESS THAN 1f8" THICK,,THE- ADDITIONAL HEIGHT EXPOSURE OF THE GRATE IS MINIMAL. CATCH -ALL CAN BE AN, IMPORTANT SUPPLEMENT FOR. CATCH BASINS AND UNDERGROUND STORMWATER STORAGE SYSTEMS THAT ARE USUALLY DIFFICULT TO ACCESS FOR CLEANING. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING. D2 LAND. & WATER RES.EOURCE INC. P.O. BOX 20792 INDIANAPOLIS, IN 46220 PHONE (317) 917 -2180 FAX (317) 917 -2181 TOLL FREE (800) 597 -2180 www.d2lwr.com OUTLET PIPE PLAN 6" MIN. S PLANS A L NS OR STRUCTURE DATA Z W0 TABLE FOR TYPE OF CASTING /._6 y 4 6" 22" " 3 "DIA. PIPE cn 2" DIA. PIPE .� w Q >1 00 ¢a. D ' > W • r r D V �M �I CLASS "A" CONC. SECTION U) W_ NOTE: ONLY PRECAST OR POURED IN PLACE PERMITTED INLET TYPE "A" NOT TO SCALE A A POSS. INLET o PIPE OUTLET PIPE N PIPE cn 6" 2' -0" 6" PLAN 6" 2' -0" 6' SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING. w Z w > Q . Q > 0 0 a : co CLASS "A" CONCRETE NOTE: 6" CONCRETE PRECAST OR POURED IN PLACE. SECTION A -A TYPE "A" INLET (MODIFIEDI NOT TO SCALE 42" r 30" OPTIONAL RECESS FOR III HOOD IS 4 WIDER THAI PIPE O.D. ro •� HOLE SIZE VARIABLE 2 f5 BARS PLAN VIEW 36 LONG 6" 6" .341/21x,341/1, 1" DEEP RECESS I ly It #4 BARS AT 12" 0. C., E.W. CROSS SECTION NOTES: CONCRETE STRENGTH =4500 P.S.I. ® 28 DAYS ABSORPTION - NOT TO EXCEED 9% REINFORCEMENT -ASTM A- 615 -75, GRADE 40 LENGTH, WIDTH, HEIGHT - NOT TO VARY MORE THAN �/4 PER FOOT. REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS. OPTIONS - VARYING HOLE SIZES & LOCATIONS. T.O. CATCH BASIN TYPE "E" - �'. NOT TO SCALE J m a a 1/2- CEMENT , MORTAR �` " X C C ° > bob CONCRETE "0" RINGS 24 DIA. co PRECAST CON MANHOLE 6" MIN. DRAWN BY: Z W0 CHK'D BY: y 4 LIGHT DUTY PAVEMENT CCOMPACTEDBTO 95% MAX. 6" 0 J DRY DENSITY PER ASTM D1557 in o cr_ in F ° D Z H�° `nHZ. 0 •• r J m a a 1/2- CEMENT , MORTAR �` " X C C ° > bob CONCRETE "0" RINGS 24 DIA. co PRECAST CON MANHOLE 0 J1 oc MAM c1 0" 1 ^Kl^ REDUCER CAP SX o� 3' -9" TO PROTECT BUILDIN OR FENCE 9" 2' -0" EDGE OF PAVEMENT PROVIDE #5 REBARS 1' -6" LONG IN 5/8 "0 CAST HOLES PRECAST CONCRETE PARKING BARRIER NOT TO SCALE 6" 6" 18" MIN. TOPSOIL 1 nR d. p d 2 "R /4 n a r ° d <d ' SUITABLE "_ BACKFILL CO COMPACTED < co / ° a N 4" LIFTS. 4 COMPACTED SUBGRADE COMBINED CONCRETE CURB & GUTTER (TYPE III NOT TO SCALE 6" 6" 18" MIN. z DRAWN BY: Z W0 CHK'D BY: _ LIGHT DUTY PAVEMENT CCOMPACTEDBTO 95% MAX. m� DRY DENSITY PER ASTM D1557 in 41- 0" DIA. in F ° D Z H�° `nHZ. 0 o Ul NrpU r U) W_ mi C4 w� s D 1' -4" SPACING FOR —Oz C. Zr MH. STEPS N W Z 5 W r 60 "DIA. ow r� ° v �� o Ld �� V -+a LLI aY N CFO,: r T Q- U_ r r > s r v ° ° 7 D ° • v ► > v v #2 OR #8 STON . 6" CLASS "A" 6" Cc O CONCRETE Cc Gf)O MANHOLE TYPE "J" U a NOTE TO SCALE 0 J1 oc MAM c1 0" 1 ^Kl^ REDUCER CAP SX o� 3' -9" TO PROTECT BUILDIN OR FENCE 9" 2' -0" EDGE OF PAVEMENT PROVIDE #5 REBARS 1' -6" LONG IN 5/8 "0 CAST HOLES PRECAST CONCRETE PARKING BARRIER NOT TO SCALE 6" 6" 18" MIN. TOPSOIL 1 nR d. p d 2 "R /4 n a r ° d <d ' SUITABLE "_ BACKFILL CO COMPACTED < co / ° a N 4" LIFTS. 4 COMPACTED SUBGRADE COMBINED CONCRETE CURB & GUTTER (TYPE III NOT TO SCALE 6" 6" 18" MIN. NO. 11B SURFACE NO. 9 BINDER NO. 53 STONE 2006 INDOT SPECIFICATIONS NO. 2 STONE .�-= I I f ! 09/22/06 DRAWN BY: 6" COMPACTED & WELL CHK'D BY: AF LIGHT DUTY PAVEMENT CCOMPACTEDBTO 95% MAX. NOT TO SCALE DRY DENSITY PER ASTM D1557 0.!';7 j•- �.;3t -,-1"� �.,: fir, �-- a� � o.b ■ e e srtii er�+ee., , a Z H�° `nHZ. NO. 11B SURFACE NO. 9 BINDER NO. 53 STONE 2006 INDOT SPECIFICATIONS NO. 2 STONE .�-= I I f ! 09/22/06 DRAWN BY: 6" COMPACTED & WELL CHK'D BY: AF LIGHT DUTY PAVEMENT CCOMPACTEDBTO 95% MAX. NOT TO SCALE DRY DENSITY PER ASTM D1557 c� FETgy iS'fEQE� 9�a�1� No, * 19900549 STATE OF .NDAW� r CERTIFIED BY 0 >m a N Q� mdN mi z V a �o � N `2 Vi C± 0 3: r ua 2E DATE: 09/22/06 DRAWN BY: cww CHK'D BY: AF JOB NO_ ` IN2005.0482 ' U z �O d O c� a Z H�° `nHZ. t a o Ul NrpU LLI In C) Z� v < --- E mi C4 ZPQ a om� 1z0W° W cu �In(" co 5 L .. ^' W S7, �� o V CFO,: z Im U !tea 3: ul Cc O Cc Gf)O Ci Q ��vW U a � a z T. LLI } c� FETgy iS'fEQE� 9�a�1� No, * 19900549 STATE OF .NDAW� r CERTIFIED BY 0 >m a N Q� mdN mi z V a �o � N `2 Vi C± 0 3: r ua 2E DATE: 09/22/06 DRAWN BY: cww CHK'D BY: AF JOB NO_ ` IN2005.0482 REVISIONS 1 PER TAC 10/27/06 2 PER TAC 11/15/06 nJ )AA; AAQ,) rR rr ;i im 0 U S L11 Ul U 41 U CU W V 0 a N Z d LL / Ln d L Q C] N Lit Ir 0 Ln 0 0 N Z a% J La. U 3 a L0 N Cq r Li Li a Ca 0 in L�► Q A A LLJ 0 0 0 lJ J U N M J a OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME �TANDARD MANHOLE AND COVER AS SPECIFIED FOR PIPE SIZES 24 THRU 66" 1 e 't6 PRECAST CONCRETE ADJUSTER KINGS IF � NON-ASPHALTIC � NEEDED (12 INCHES OF RINGS MAXIMUM). MASTIC OR 24 BUTYL RUBBER DIA1dETER -STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS 5" MINIMUM♦ 4' DIAMETER ,b•, 11INtliUM NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS TYPICAL w w r w r * w♦ MANHOLE PIPE PIPE TURNS DI A. # "Ftf DIA. #tG #: • 980# 48#0 GREATER THAN 45 TO 90 DEG 98" 54 "_8600 UP TO 80 DEG 040' 42" GREATER THAN 45 TO 90 DEG 8400 480" TURNS UP TO 45 DEC 721. 42 "-484' UP TO 45 DEG 50#' 33 #'-36" STRAIGHT THRU 600" 24 # #•33 ## _ GREATER THAN 45 T4 90 DEG - FULL HEIGHT MANHOLE BJT STEPS AS SPECIFIED • ..ww..... w,. CONCRETE REDUCER CAP # 1��2 NOTE: - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLACK WILL BE ALLOWED IN MANHOLE DIA. "F " .O -RING GASKET. NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL F MIN. OVER BETWEEN JOINTS HIGHEST PIPE .:.. • .,t PREFORMED HOLE TO MAXIMUM OF PIPE O.D. ;8 " WITH NON-SHRINK CEMENT GROUT Y,1 1t Y BENCH FALLS AT MINIMUM , PER FOOT SLOPE. BENCH . ... 1' WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. "• 8" MIN. 3 #" MIN, ` ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAM T ) N COUNTY SURVEYOR'S OFrFICE-- REVISED- I FEB 2008 = STANDARD PLAN APPROVED: DIATE D-21. KENTON C. WAO. HAMIL70N CO NTY SURVEYOR i —_OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE S THE HAMILTON COUNTY SURVEYOR VCLASS 358r •ASTM A- 1411' 125mml QIA. ANCHOR BOLT TYPE '8' RECESSED POCKETS • HMS ON A 33• (83.8mml CIAO. B.C. i - �El r T' i7 0 0 () Ct?d�iCEAi.EA RICiclOLES a FS7TORM _.� a I88 APART, PER rte- 22612 � Q 00000 E. NO III P1� C 0 0000 to SEWER 0 lDRAiN Tt3 1tATEl;1[.+iY M Cq cc in 0 0 0 0 0 2' C51mml RAISED LETTERS IL .� FLUSH Q TOP SURFACE OF LIO *MADE IN USA' rm 1 7/8" (46or ml ULL us • � raw � r E � 1/4" I 32mal � 27 5/80 E722nml Qp ,•, L-A i� .' 26 118' E664mml in 2V (GU*vnl f' 33' E838wanel E)iA. B.C. ANCHOR HOLE CETAIL FLXL SCALE - •� t3a STACKING LUGS C m1 2' E51mml LONG X Flo 21` L;�33rnm] 1' w P 12 mml WIDE e 1 5mml I25mml E W:a, � 1/8' C613mml � ;24 w j2gf"1Rl1 28 1 /2' (724m m) 112. E130,M1 35 7/8` (911] NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH ANQ (METRIC). 46J th FREE OPEN AREA, 278 SOUARE INCHES � � MATERIAL: OAST GRAY IRON ASTM A-46, CLASS 35B PiCKHOLE DETAIL .," FINISH: NO PAINT OUAMER SCALE X WEIGHT: 23010 0 F NEENAH 1642 or 1772 tr) NOTty ALL 0lwEkS$l>#S Aft S# IN EMCLISK A14D CKTat" N E E A � wAt�r3al� �St t�►r OM bStH �► -44, [tas5 � FINISAI NOT PAINTEO EAST JORDAN 489N WMATi Ft - IWO,LIO . 124* Or approved by Hamilton County Surveyor's Office (DRA�I'tNG NOT TO SCALE) Or approved by Hamilton COUl ty Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S HA.MILT4 N COUNTY SURVEYOR'S BEE V E CASTING 11/16/2004 M N H L E V L I D �''� C A 1 I 1� G REVISED: 11/16/2004 `' REVISED °f STANDARD PLAN r STANDARD PLAN A1'P C ED� i os~- APPROVED s CT-1 DATE -- KENTON WARM, AMILTON COUNTY SURVEYOR DATE KENTON C. Rif, HAMILTON COUNTY SURVEYOi 0 k a � a N 1� iW— JE 5 cc W cc XX �m �Q g W 0:3 N ��O CL LIJ cc Im o Z CD 6�N c c z g y Q Z 04 L 0..4 0 0 A o W � z Iona Vi j..4 Aov z�s � a 0 U O U Z PA � u � FETgy No, * 19900549 STATE W A /f G CERTIFIE Y v 0 e LLI owa LU 0 v 0 a ;E OL v � a W a 0 �a �a a Na � y .j Z V a do � N W Vi V e O a- DATE: 09/22/06 DRAWN BY: BJT EAST JORDAN 104 t�� 1��2 a � a N 1� iW— JE 5 cc W cc XX �m �Q g W 0:3 N ��O CL LIJ cc Im o Z CD 6�N c c z g y Q Z 04 L 0..4 0 0 A o W � z Iona Vi j..4 Aov z�s � a 0 U O U Z PA � u � FETgy No, * 19900549 STATE W A /f G CERTIFIE Y v 0 e LLI owa LU 0 v 0 a ;E OL v � a W a 0 �a �a a Na � y .j Z V a do � N W Vi V e O a- DATE: 09/22/06 DRAWN BY: BJT CHWD BY: AF JOB NO. IN2005.0482 REVISIONS 1 PER TAC 10/27/06 T N�AAS AA2� rR rs) cn nWr, a J CD U LJ U N 00 0 0 0 z 0 i v 0 i N i 0 0 N z a 3 0 N ;7)_ N r M W 00 12 N 0 a 0 W 0 °o, Q U O O.. (WOODS) \ 1 I I • AL I I I I � I I I N,\ � I I REQUIRED PLANTING TABLE LOCATION LEVEL REQUIRED PROPOSED FRONTAGE -155 LF OVERLAY 5 SHADE TREES 5 8HAOE TREES AMELANCHIER LAEVIS'CUMULUS' PLANTING STRIF 4 ORNAMENTAL TREES 4 ORNAMENTAL TREES AL 5 16 SHRUBS 18 SHRUBS PERIMETER - 538 LF "A" 17 SHADE TREES * 13 SHADE TREES CUMULUS ALLEGHENY SERVICEBERRY 11 ORNAMENTAL TREES ,k 8 ORNAMENTAL TREES 49 SHRUBS * 38 SHRUBS PARKING- 89 SPOTS PERIMETER 10 SHADE TREES * 9 SHADE TREES VIKING BLACK CHOKEBERRY BUFFERING 50 SHRUBS * 42 SHRUBS I ADJ01 N ER. I METHODIST HOSPITAL OF INDIANA, INC. I A PORTION OF INST. #9309184 \ \ \ \\ 1 \ \ \oo� S E: r. H\CRI INDIANA, LLC I ST. #199809871 23 (GRASS) \ I' _ \ (ASPHALT) \ \ \\ / / \ \ / (J L \ QP��` �\ \ ` \ 1 AP 1.181 C R si (WOODS). ocGA\ 3 AL A D J 0 I N ER : &X -0 � \ \'� \ y/' �.: — \ HCPI INDIANA, LLC. \ \ ` // // \ / TT -- - - --- \ \mac \ \ // \ �- -- ? ----- - - --- INST. #199809871323 c �� s, // 3 \ \ VT (ASPHALT) AL \ (WOODS) \ A Am 1 2 ; MP' /1 w' IL \ \ \ \ \\ 1P S \ / / / . �.- f' 4 (ASPHALT) TREE AND SHRUB SCHEDULE \ A�' // �, - `' \ / 2 CONC CURB _ 4 / KEY QTY. PLANT NAME SIZE SPACING NOTES JOB NO_ IN2005.0482 AMELANCHIER LAEVIS'CUMULUS' AL 5 & CLUMP AS SHOWN FULL, 3 STEM MIN. CUMULUS ALLEGHENY SERVICEBERRY CIL )4 a ARONIA MELANOCARPA'VIKING' Lu 24" MINIMUM HT. AT PLANTING AM 24 VIKING BLACK CHOKEBERRY 24 -36" B &B 5' O.C. NO LESS THAN 6 MAIN BRANCHES ACER PLATANOIDES'DEBORAH' AP 9 21/2" CAL. AS SHOWN FULL, STRONr STRAIGHT TRUNK DEBORAH NORWAY MAPLE am LU CELTIS OCCIDENTALIS N z CO 7 V 21/2" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK J} � COMMON HACKBERRY N MALUS'PRAIRIE FIRE' C4a MP 7 1 1/2" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK PRAIRIE FIRE CRABAPPLE SPIEAEA x BUMANDA'GOLD FLAME' 24" MINIMUM HT. AT PLANTING Si 32 GOLD FLAME SPIREA 24 -36" B &B 5' O.C. NO LESS THAN 6 MAIN BRANCHES O SYRINGA PATULA'MISS KIM' 24" MINIMUM HT. AT PLANTING SP 10 MISS KIM LILAC 24 -36" B &B 5' O.C. NO LESS THAN 6 MAIN BRANCHES TAXUS x MEDIA'DENSI FORM IS' 24" MINIMUM HT. AT PLANTING TM 12 DENSE SPREADING YEW 24 -36" B &B S O.C. FULL TO GROUND, UNSHEARED TILIA TOMENTOSA TT 7 21/2" CAL. AS SHOWN 'FULL, STRONG STRAIGHT TRUNK SILVER LINDEN U LM US 'PATRIOT' UP 4 2 1/2" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK PATRIOT HYBRID ELM VIBURNUM TRILOBUM 'ALFREDO' 24" MINIMUM HT. AT PLANTING VT 20 ALFREDO COMPACT VIBURNUM 24 -36" B &B 5' O.C. NO LESS THAN 6 MAIN BRANCHES VT �i UP 4� HCPI INDIANA, LLC. INST. #199809871323 (ASPHALT) \ ��, ,� ♦/ \ \\ %/� ACE TBM 69 / 11 /� / \ lG; y>P,� 1.5' WIDE CONC /// ry / \ i & METAL SIGN S °� �� MULCH ENTIRE BED (GRASS) - \ REMOVE TOP Y3 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP OF BALL / / v„ ,, I I .� • ' . •�: III // ,, II ":.•' � III III- \ III , -„ � „�� , , , III III- UNDISTURBED SUBGRADE ' III III III II II III II II II III III III III III- . III III III II II III II PLANT BED BACKFILL 1/2 WIDTH OF ROOTBALL SHRUB PLANTING DETAIL N.T.S. *NOTE: THE SHORTAGE OF REQUIRED PLANT MATERIALS IS DUE TO CONFLICTS WITH LEGAL DRAIN EASEMENT. PLANTING NOTES: 1. A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE SEEDED. USE SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1 ". REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. 2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 3. ALL TREES SHALL HAVE A 4' DIAMETER RING COVERED WITH A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 4. ALL PLANTING BEDS SHALL HAVE A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE - EMERGENT HERBICIDE APPLIED AS PER MANUFACTURERER'S RECOMMENDATION. 5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. 6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY OWNER. 9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10. ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION CONTROL PLAN DETAIL SHEET NOTE: TREES SHALL BE STAKED ONLY WHEN DEEMED NECESSARY BY CONTRACTOR AND /OR LANDSCAPE ARCHITECT. TRUNK WRAPPING MATERIAL TO EXTEND FROM LOWEST BRANCH TO ROOTBALL 3" GRADE A SHREDDED HARDWOOD MULCH TOPSOIL FINISHED GRADE 1/2 WIDTH OF ROOT BALL i =li i Ti -Ti= PLANTING BACKFILL SOIL FOR PIT REMOVE TOP n OF ryo ANY BINDERS FROM ROOTBALL UNDISTURBED SUBGRADE SHADE TREE PLANTING DETAIL Kevin K Parsons & Associates, Inc. landscape architecture planning urban design 212 West 10th Street ? Suite A -290 ? Indianapolis, Indiana 46202 317- 955 -9155 ? Fax 317- 955 -9455 N.T.S. 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 - � a o- � N H N LLI W Vy g = �m �N LUa 3: ca 0 3 0 LU � a ion LU o U �N E-4 W, 01 ��� ON 0 xzv� .<a E Z bA 4X 1 Mai Q� p0,+ o C:1 cul oZc��� N A N'1 x� v a 0 U 0 U z 4 U P `��11►tlll////� `% JAN K . PgRso ago No. L0017 SO i on SAT OF �•� _ p....AR CERIIFlED BY DATE: 09/29/06 DRAWN BY: JMG CHWD BY: KKP JOB NO_ IN2005.0482 CIL )4 a Lu 0 C7 � � CL am LU N z V J} � N � C4a r N IU J LU v m �Lij O g a- DATE: 09/29/06 DRAWN BY: JMG CHWD BY: KKP JOB NO_ IN2005.0482 REVISIONS 1 PER TAC 1 10/27/06 SHEET NO. C(301 . 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I V. /' 0.1/',4 0.1 � 0.2 0.1 0.1 0.1 ; 0.o f pggq�O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I in (!) z � \� r � // 2 � >0 � < J \ \ =J ix �/// C, \ <iy a � // 'ob ❑ ❑ ❑ ❑ ❑ ❑ ,/❑ ❑ ❑ a D D D D Q D ,. `..0.1 // 0.1/ 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , \ / / l \. // /� \ / 4 ❑ a D D a O D ❑ a a ❑ ❑ 1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 OA \ // /X . 1 `\ \� /' /' r �' / / \ / / / 13 13 ❑ ❑ ❑ D ❑ ❑ ❑ D ❑ ❑ ❑ ❑ p \ / 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ \ /// // / r \ / // 111111111111=1111111110=1 - - Iimiiiiiiiiiiiiiiiiiiiiiiiii =1IIIIII11IIIIIIIIIIIIII1IIII11IIIIII1 lllllll=llll�ll�l LEGEND Project: METHODIST MEDICAL PLAZA PARKING EXPANSION - SITE LIGHTING * EXISTING LIGHT POLE I& SPRINKLER VALVE -a- SIGN `fj DECIDUOUS TREE TOR TOP OF RIM I N V INVERT ELEVATION RCP REINFORCED CONCRETE PIPE PROPOSED LEGEND ? • PROPOSED LIGHT i '.-, R ' if PECIFI aE LT5 'PEC' 5. IUFACTURER 4R #G 5ARE GRND. WI _1/,'x10' t GRND. ROD ��_ 5H POUR` Luminaire Schedule Project: METHODIST MEDICAL PLAZA PARKING EXPANSION - SITE LIGHTING Symbol Qty . Label Arrangement Watts Lumens LLF Description • 3 V SINGLE 400 40000 1.000 DL2- ST- H40- H5 -F -X • 4 III HS I SINGLE 400 40000 1.000 DL2- ST- H40- H3- F -X -HS Numeric Summary Project: METHODIST MEDICAL PLAZA PARKING EXPANSION - SITE I IGHTING Label CalcType Units Avg Max Min Avg/Min Max/Min Exp Lot I Illuminant Fc 3.42 16.0 0.2 17.10 80.00 Preimeter Illuminance Fc 0.27 8.5 0.0 N.A. N.A. � ' / ❑ ❑ ❑ ❑ ❑ o D ❑ ❑ ❑ ❑ ,.// / f / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I ' < � CALCULATIONS ARE MAINTAINED HORIZONTAL ILLUMINANCE FIGURES IN FOOT- CANDLES ° ° ° POINTS SHOWN ARE AT GRADE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FIXTURES ARE MOUNTED ON 25' -0" POLES AND 1' -6" BASES (26' -6" TOTAL A.F.G.) . I D a ❑ ❑ ❑ ❑ ❑ o ❑ . ) A n A n n A n A n A n A n A A A A PHOTOMETRIC PLAN PREPARED BY ESL SPECTRUM CAUTION ! ! 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 - LU I �= I Q a � a W in N H wo N CC W 4 cc 0 IM I (1) 3: �= �= m .J W C4 1� UJ Q 2: W CO) qJ cc NJ NO ;E z Q a a LIJ z ..-I • Z t,og I U0 aN z " Cn o E-4 %6 A-5 F.4 eq )"� V2 `D N 0 C 0 0-4 Ic zaz ce • • E z W ,.a .a ~�a�o �x .< °� �� .<�� o r_4 c- eV A h IV, tl-�z �� F�1 011 z 94 L so. 0 U C) U z 4< U 04 *r4 Pq a Q sa kc eau 0$ 4i -:3 4D rq `A 'Q J Cl ao .< .�V4 �,. 9 Q _. CERTIFIED BY DATE: 09/22/06 DRAWN BY: cww . ;E_ JOB NO- I 0. I � U) � � < I I � am g Q I UJ 4< i � i � � I I in (!) z � r � I a: 2 � >0 � < Xm < =J ix am " . 4 � . noa 0 � a 404 � 44a .1 3: .i .j 0 , IL )OM . � . CA 2 LU� C4 CL w - m � N U) LU 1 MJ ,�E LU i� cc [am .4 1 (r) V 8 0 . 1 3: . I 1� W - 11 . �E - - i DATE: 09/22/06 DRAWN BY: cww CH WD BY: AF JOB NO- TIN2005.0482 REVISIONS 1 PER TAC 10/27/06 SHEET NO. C791 OF -� `1 TN ?flAl; AA SM (`R r71 T P