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05080039 Civil Construction Plans Rcv. 10/7/2005 DOCS
I� A Ir'1'.r � a, wx.r.i•.i .tws ,gia -ri:- :'E�1: s4f•4_ . -•�, _ is..?.5.�:,� cats;, t - -,�.,. ,,"` °:.t ":•_ , i,' i� '. .is._ .s��..'}'� - �w5•„c4�ry -n, - _ . .. Rr.. �rw!�t�+m.+r..... -. w� �e,etK - «,�nr. y m�.+�, _ .. ...;. :bc., �1 LAPORTE I ST. JOSEPH ELKHART I LAGRANGE I STEUBEN LAKE IPORTER `JASPER NEWTON I �PULASKI NOBLE DEKALB 5TARKE MARSHALL I KOSCIUSKO FULTON WHITE CASS BENTON CARROL TIPPECANOE WARREN I I CLINTON FOUNTAIN MONTGOMERY BOONE z 0 J J_ PAR WHITLEY ALLEN MIAMI WABASH HUNTINGTON WELLS ADAMS GRANT HOWARD BLACK — JAY FORD TIPTON MADISON DELAWARE RANDOLPH HAMILTON I HENRY lWAYNE HANCOCK � KE HENDRICKS J14 PUTNAM RUSH P R LJ E CT FAYETTE UNION L O C T I O SHELBY VIGO CLAY MORGAN JOHNSON FRANKLIN OWEN DECATUR MONROE BROWN BARTHOLOMEW f SULLIVAN F I RIPLEY DEARBORN GREENE JENNINGS LAWRENCE JACKSON OHIO JEFFERSON SWITZERLAND KNOX MARTIN DAVIESS WASHINGTON SCOTT ORANGE CLARK PIKE GIBSON POSEY WARRICK VANDER BURGH DUBOIS CRAWFORD PERRY SPENCER I FLOYD HARRISON CONSTRUCTION PLAN INDEX C -0 1 of 2 2 of 2 C -1.0 C -1.1 C -1.2 C -2.0 C -2.1 C -2.2 C -2.3 C -2.4 C -2.5 C -2.6 C -3.0 C -3.1 L -1 TITLE SHEET OVERALL EXISTING TOPOGRAPHY EXISTING TOPOGRAPHY OVERALL SITE PLAN SITE IMPROVEMENT PLAN SITE IMPROVEMENT DETAILS OVERALL GRADING & DRAINAGE PLAN GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE PLAN SITE UTILITY DETAILS EROSION CONTROL PLAN EROSION CONTROL NOTES & DETAILS EROSION CONTROL NOTES & DETAILS UTILITY PLAN SANITARY SEWER SPECIFICATIONS LANDSCAPE PLAN CLIENT: 'qv, 111 r' ' jLOME DEPOT U.S.A. INC. � t4'90 West Dundee Road Are nQton Heights, Illinois 60004 << b P *u__ ��hone: 313 - 274 -3948 Fax: 313-274-3949 Y . Contact: Don Gorman SITE DEVELOPN"IENT COORDINATOR: Greenberg IF arrow Architecture 3455 Salt Creek Lane Suite 100 .Arlington Heights, Illinios 60005 y W Phone: 847 -788 -9200 Fax: 847 -788 -9536 Contact: Jeff Nance ARCHITECT: WI) Partners n 1201 Dublin Road TM a,. paL Columbus Ohio 43215 pruners Phone: 614 - 221 -0840 Fax: 614 - 221 -2484 Contact: Clayton Smith CIVIL. ENGINEER: 7415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 Contact: James Peck Civil Designs ,,��1IIIIII�I ON • y ���. ,•�G1S TFR� 00 0 N • PE10300058 STATE OF `SS /O N A1- DATE: REVISION TABLE DESCRIPTION: REVISON DATE A- RESUBMIT PLANS 10 -07 -2005 CLIENT: 'qv, 111 r' ' jLOME DEPOT U.S.A. INC. � t4'90 West Dundee Road Are nQton Heights, Illinois 60004 << b P *u__ ��hone: 313 - 274 -3948 Fax: 313-274-3949 Y . Contact: Don Gorman SITE DEVELOPN"IENT COORDINATOR: Greenberg IF arrow Architecture 3455 Salt Creek Lane Suite 100 .Arlington Heights, Illinios 60005 y W Phone: 847 -788 -9200 Fax: 847 -788 -9536 Contact: Jeff Nance ARCHITECT: WI) Partners n 1201 Dublin Road TM a,. paL Columbus Ohio 43215 pruners Phone: 614 - 221 -0840 Fax: 614 - 221 -2484 Contact: Clayton Smith CIVIL. ENGINEER: 7415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 Contact: James Peck Civil Designs ,,��1IIIIII�I ON • y ���. ,•�G1S TFR� 00 0 N • PE10300058 STATE OF `SS /O N A1- DATE: 1 2 3 4 5 immiiiiiiiij 6 a 9 I 10 11 12 13 14 15 M�j M i/ ,/ ; \ \\ \\\ l / y� �� \ 1 1 / /// / , ,�3,, ��� 'e, %% C I . //' / / / / /// / \ \ -- , \ �\ \ , , \\ \ \\ `� /( M // / /// // / // /\\� �\ \ \ \ `\ \� \\ ` \`` /' * J`� S • // I / / //j � / // / //r ` \ -, ,� \� \ N \\ \\ �!' 1 � 1 �$�9 �• ` . l / //j /// / /I / / /// \ \\\ \\� )\ -- "\)11 1 0' / / // //i/ i // ' /// �i / //' /���' }/ / /' �/ EXISTING L E G E N D / I/ , / I, ,/ // / / �// / / `� // 1/// / /I !// / / / i / / 1111 /,, / ♦`` DESCRIPTION: DESCRIPTION: t/ /I // 1 / 1 // /// ' / /j //, / /, / // // /� l ��i !1 / /II //1 / 1 /1 �// ' / l/ / / / / / /// / . / / /� /l /// // / / /// l l/ I/i / 1! //� // / %, EXISTING ASPHALT FARM FIELD FENCE /� l/, ///// / // /// ,1 Ti 1 /1/ r _ //"11//// / I I /I l/!'' t 1 I l� 1! 1 1 1! 1l f'� t // ` ~• s -2 zoNNc °vvp °�C�� EXISTING STONE hl ^fl /ll1' r // l /l/ r 11 i I I I i I I l t I I f t l i C\`'� -> ��o o ��v FLOWLINE acl /ma'!/ // / // // / Pa+ow tlt�lt 11 \M \ \`t\ \\\ •� _(O.v ��I /�`//Y4 �' // /ice a�.� l t \ 2222 \` \ ��. / �/ /�/ , / /// !,�„ : X24 2222\\ \\ \\ \ \ \ \\ \\� �� \ \ \\ "5' - 11.3.74 \�s•'� 3 0 0 , v EXISTING CONCRETE ohei OVERHEAD ELECTRIC LINE �- // /i / ! \ \ \\ \ 2222 \ .� / -Ill �l ^1111% l/ 'Iii \` \` \\ ` `� \ \ \� \� \ \ '��-0b TEMPORARY BENCH MARK elec UNDERGROUND ELECTRIC 11 / /,1'' l/ /I / /// �; , \ \\`\ `\\ \\\\ `� t 1 �� � 80 0 40 / l 1���/ Irl1/ '/ /' // �\ �� I --11 . / /I � l / / / /I // / /'�i / / 11 1 I 1 ---�.� _ . _88p o SECTION CORNER I////, '//1 / / 1111'// //,'. ; / r� ll r 1 J 1 I / _ - - _ \ ti - ` _� �'�.. d UNDERGROUND TELEPHONE __- _ - _ /'� \� / I : - � =.Offer +-ir�.:F 1'% 11!!/ / 1 /!' 11 /'1 ,' /,'i %'i' /' /�� /i / / /lr I' / �- y �� \ \� / // - s l /''/ / 11 / I/ ' l / ll! I / '/ ' ' ' 4x+1 // , /�rr ��/ (�aE,, ullDea ea�rnucnoN) ' �hj / / � .� •- _- \\ \ / , / / � 4-. • ' ' -_ - \\ \ \ ! ! , / - ; ` 8�;� SPRING awe z 0 MAC NAIL SET -f/opt- FIBER OPTIC LINE / ///" / /// / l I / ! / ' / 'i '� �S/ ° � /'' / = r' = / / _ -6_ ? ♦ P.C. 1. SIRE 348 / ! ll/ l / / / ,,�,- /// /� J \\ \\ ! / ( IN FEET ) ! / / / -"/ J I r \� ` ! I ! 1 y- \ �`� P PK NAIL FOUND I ll r/ // / / �/ / .// . J- y >° \ \ 1 _ -.`�s 8 1 _ - _ wtr WATER LINE 1 Inch = 40 ft. / / / /, r / ' ' /' /' /i'/ l ,� I I / / /!11 /j / //rl'!/ ,'//'/�/,' /, / /// �/ //i \ ? \ \ i l l l / / / /, 1111 1111 // //� \ . • y \ \ \ I i l \ -� ` ; ` o �,,1 , /1 // 1 / / I/ / / / /// / I / /// / \4.1 /, \ \ \\ r l _ '� \�'. : \���` - l////// II /. I/ l/ /f!// .,/�////, .,,f / /// �/,/,/'/,' \ , / \\ 2222 \ c•K.�� N, , t , - �.-, ��- � -- ��- _ ♦ MAG NAIL FOUND gas GAS LINE (ASSUMED NORTH) 1 1 J f ! l / / /1� r // ti / / / / 4 \ \ - I � � / / /// 1111/ r \ � / / \ \\ , r� `\ \ � ��, \ \\ , - / I, J JIf I J y-I Iilr/ %'/i01 f / / /i' /ii'' '/i' / / . /' \\ 2222 .\ t I + � -�� � ` �I% IRON P P j i„ �1 �/ ��1. // / /' /'. . ./ \\ \\ \.I I I �\ ( 1 I +Dt, o,.- ► >� \ - %�-` -_ I E FOUND INV INVERT Il JI I -�. - - ,, , / ' , / �� i , , aa. ` _�\ _ . REVISION RECORD l 11 j 11 , ! I/ / // /�.5, /, / /, / / /// / '. J �\ / �, ��/ \\ \ \ \ t i i , 1 a �n�+ _ °� ` �� 1/ 1 1 - - ��� �� -[�- ELECTRICL PEDESTAL TOR TOP OF RIM I j I I 1 ! / 1111 //, /, ) / / \ \ \ , t I \ �� \ -� - _ 11 + ll // / �// / / // \/ / j nN .07 -1 \ \\ \\ \ 1 11 It � � \ ` \� ` ll! If/fj I i /l�/ ri /1�r$����///�0!//�!/// 1 / 1 I i i� \\ \\ \ \ t 1 11t -`�= �`���� ` `- , ��\ (0 � 1 /III!'J i / /ii���r-, / / / /,� // ,/ 1 / �, /i / /,�/ , �y \\ \\ 1 \ t 1\ -- �; `� \\ J) O / / ol I ' POWER POLE TOC TOP OF CASTING K / ' /'1/ I / I 1 �i��/i �� 1�j2, >, 7!7!%Y / v 1 / � y �0� i, 1 \ \ \ \ \` - - - ` - - - - - -- -- - -- - --- 1 //, / , / -� /,,���- - g ,�� /, /ice,'' . �� t \ \ ` �..�....�. - - - - _ - _ _ _ _ _ _ - I ,, �. ♦ 0� GAS VALVE // "� , �' - \ \ _ _ _ _ _ _ _ _ - _ /, ' L E RCP REINFORCED CONCRETE PIPE / / �// ///i /ii�/ % /��i/ I / / /// / r-- ` \` -- - -__ads �87_ ���� _� __ .- ' I y ,�/ / / „/1 / / /, /�II / / , , i ` J / // / // ' /`/ 872' 1 1 f 1 \ ` \ - - - 6 -877 878- - - - ' // 1 t ,,� ` m / / / /// // / //I / //, / j, X/ / , / /// /_� f$72 J 1I r1 \ \\\ I / A \- `'`•_'_ '--- -- -88t -880 879_. _ _ �- -1.1 l I � ♦ QR � / /, , / / . / /, \ \ -_a_ - -- -- - --- -- _- -- = ! 5 SANITARY MANHOLE PVC l //' ' /// / �' /� / "' /, '/ // - -- a .- ;� / // / 8 _ `882- - - - - - - - - - - - - - - - - - - - - -- - - , uNVEN R�eesls:<lcnul) t POLYVINYL CONCRETE PIPE /// �/ //! /// , / / _ �- 873•�,..g� 8, / / \ \ \-,- 1 80 "88t- x.-882 -� ------------ - - - - -- - -- I \ �. /, / /ii'� // � / /'/ / // �/ %' '1 i 1 I / - �7� f = - ./, '��• \ \ I - \ I 1 \ ' � --._. � 0 . ,o• wtoE a.ECT,nc l/ i'i /// // // / � 1 �, r f 1 � _: a,8� = _ _-�-_ , - _� , = � %h \ \ i SIGN VCP VITRIFIED CLAY PIPE . I 11 FA OR OF INDANAPOUS /)-- \ \ \`'' /'/ / / // // ` tt 1 � 151915801 _8'.:882 1583 - � - t ` \\ NO) a \ / cz POW R do LIM CO. NSTR. / \ �` \\ Y ; / / / / t \\ `____' _ _ _ _ f883 � P,9 \ ' 1 N"� �a / I - - _ ,`" ♦ ♦ CURB •� / \ \ \\ / // / / z// / / . \ \ I .- I .r' .� •/ J r ^' ter_ �•.r� ��+ �• \ \\ 1 . I \ �` . e �/� ` _ Q pQ l B INLET CMP CORRUGATED METAL PIPE Q ° `, �• 91 / V / \ \ \ \ `y / /,/ , / \\\ \� r r ! y _ r� f ' 151'2 U V t.r� 88� / \ \ \ \ 1 I 1. ° �° /' �- _ %� /`" J\\ _ ` �- - - ` `� \ \ M t \ \6`\ \ 1 \ ` \ � ^ry M INLET CPP CORRUGATED PLASTIC PIPE 1 0 11 / I \�-- / - �� �- �•j/ / -17,00 � \� �- � � - ---- - �_____ _�\ \ TELEPHONE CROSS -BOX E.S. END SECTION ° 1 , % , �' � � / / / / � / / LAND PRESERVATION AREA - \ ` - t J \ '�-1 --- - ___._______ - --- / CLAY T ISi{TP WMlOfPL / / _, _ - / / / /� / / / /� / - \ \ / � \ -- -_--__ � / ° -- - � ,� / ,,/ \ Q TELEPHONE MANHOLE R/W RIGHT -OF -WAY WASTE aSTRICT - / ...-_ - r / w:�► u+ov+ ca+s>mrcna+� \ \ ro� . e� .so � / a�sTR. No. 9 t -2347 �. / \ rrry - a 74.?a \ s -2 ZONM ° I / � ===_-- � ` _ -/ / ` I- - - / ' ./ -�, YI J 4 \ \ ee, �\ 1 0 / f f z� I `-�/ -°" _ - - - - - 7` - _ , r ' \ \ ` \ _ �, -fir]•- TELEPHONE PEDESTAL TBM TEMPORARY BENCHMARK __L____�, -- a I'll lI /li // �\ /' � - - s4• - _._..._ _.._ r \ \ \ \ ,- / �---_ _ _ _•� = �_ ____ _ =__ _ = - - - � _ _ ��_2�88 _ _ - - - -a TELEVISION PEDESTAL CONC. CONCRETE / / / ,� - r �_ 1-- rG.�- �- - / IrI5TRU6tENT f57'2 t3iC 285. PG 4a \ \ i / / - __ _ - _ _ _ - - - - �aea-- t�_` - `,_- ° �/� \�, j //r e . I _ ` / 8c ASSiNt .IEM 9i5RJNW 010274 SKM. / J \\ \ 1, r / /�- = - - '- _ _ _ _ = - -s7- 178= 879 = ` _ , `. , ` \ \ r ' __ _ +lQ74,12 ,► 1 _ ` / \ r ! / r 1 __. �. ,..� ..._.. ;87s --� - _= = ` \ / -- \ DECIDUOUS TREE SQ. �--� - flRiv�� I t - - -- - �- - -873- - ---� .� ._. _ ., -- �= =.- = _ -- - \\ )� I P SQUARE 0. / COME - { \ ' ' \ \ I I -'- - 873 - _ = - - - _ ---. :_ \ . / �'/ / / / r..i� - - \ -- -. - -r^'"' / V ` \ �� \ \ \ \ MY r 8 J 4.0 2 - - ` ""` ti+.. •'^�•w \ \ \\ \ \ 1 f I 4 \ i/ / / �► i _ / _ �;-� / \ �� \ \ \ ��$ �\ \ \ ` = _ - -87 ?- - = - = _ __ _ _ _ _ `- _`-- - \ \1 ! j J CONIFEROUS TREE SF SQUARE FEET / , 1,, / • _ - eat.ao- i- iff- - ---- - ---- - - - - -- - - -- - \\ ` \\ \\ ` - - -- =`i y --`' 1 tt It ft111 r \ \\ \ \ = = = = _ - r i I '/ ' / DEED BEARIN / \/ / ,�,_,- j _ - ]' \ - ° e7 ♦`� \ \ • \ \ \ \\ \N -- - - -- - _ -- = r , I I r jI I f �`�. WATER VALVE (Q} G /DISTANCE Ir SM NO. 90 -7924 / 1- ` \ \ - ` - f \ ` \\ \\ 1 /if / + t 1 ! - I / i - ,- 16 \ \ \\ -� \ ��� \X \\ \\ I �� I I 111J Il 11 11 ' FIRE HYDRANT (M} MEASURED BEARING DISTANCE 41 __/ \ ._� J -�___- / \� ,\ \�`�\ \\ \\ \ \\ \ III �I lfj� I/IJ fill ;1 ` ` BEARING/ 11 DISTANCE ti J /" `\ ` �' ��,1 \\\ \\ \\ \\\ 'I �� l/ l��� 1f I1 111' lr1 / I //, / / / - _ - - / / I l !J `\ \ � � \ -1 �\�- -� . .. \ \ \\ \ \ \\ \ ���\ \ //// � l /�1 f ! I J I 1 I + I / / / � \ J / / I 1 \ \ / / ` \�� �-�~\ \ to '- \\` \\\ \\ �\ \ \` �K Poop a a74.00 ll 11 l J J�'i i I l /11,/, / `� / ' / / / / 1 1 \ "o j ° I \ \\ \ \\ 'e°o o ar�: 11158.67 li`I 1// l! II /! - .� r // - _ _ _ _ ,,�' l'� 1 � �, •r.•. I \ \ \ \` \\ ` \ \,` if �/ J ,I 11 J 11111 �., 4 , � / . '' - _ 1 \ / / \ / ! 1 1 $ \ \ r `\\ " \ \�\ `` \ \ \\ ` \� ll. / 11 JJ 111 f 'l'l //// ///I - - \ \' / 1 , y 1 \\ \\ � \\ \ \ \` �� \` �ll l 1111 /) I 1 / `�1 11 J . / / / fSr,*s � . CO/ / - \ / // , I t 1 \ / \ a I \ \\ \ \\ \\ \ \\ \\\ \ �l / / ~z /,v' l r l l 1 • Y l l / CONK ECr EVSTM UNKR;Z m to \ I / I \ / / \ \ I \ \\ \\ \ \\ \\ \ - r\ / / I//- / / :.:� \ \\ i ( \ 2222 \ \ /f// �ll°�/ �� Il1 J SURVEY NOTE. % / t 1 1 1 t \\ \\ \ l� l �, 1 �� / /:- / \ t \ / • .. PROVIDE � �Cr � No 93 / , / , \ \ 1 \ / - _ \ \ \\ \ \\ \ \` \\ \ % !w / !! '` _ w•_• t • \ - I , \ / I I - - - - \ \ \\ I I \ \�� \ \` ��\ \ \` 2`222 /ll 1 11 /%I �� �I /� Ill! it - SURVEY INFORMATION TAKEN FROM INFORMATION _ j % \ \ ` I \ -0 �s \\ \ \\\ lI 1, I��r ill 1 `� PROVIDED BY. --• to J : `t W,► 1 ." 1 / \ 1 \ 417 - `' _ \t^.,�erC.s? *.' ,, . / / MKCI - 1011 SA \ \ °08 I \ \ 1 -_ ` q ` \ \ \� �B\� \�j ` \\ `` \ `` \\\ r ! ! l� �l �°7i' ,' i ! I raj J i r �__ - _. / - t /�... / inn - a73ze \ / // / \ -- ` \ a 1 \ \ \\ \`�� \6\ \\ 1 ,\ \\\ �l %/ i/I 0l ! 1 l r / I 11 - t_ --$8� _ - �, ) 7s.,a j \ `� - -- - - `� r o ` \��\ ��` \� \ \ l// 1111 l/ I//// 7 \ WOOLPERT i \ 1 \ \ \\ �, \ \ \ / / ""It'I �` _ --- ._.. � \ \ l // / / / \ \ � \` ��\ \\ \\`. \� \ \\ \\\ 11%// ll/ I /1 �1 / Co/l I - 714 W \ _ _ _ j \ , i \ I \ \ \ /, ! 0 ALOEMAR DRIVE I / ' "-.- ,� ""' - - c a , c• srue \ 1 i \ / \ \ \\ \ \ \` N \ \\ \\\ // 111 r ! �! / r 1 r ,P _ _ _ _-- _ .� _ _ -- -- -- --� S �,, \ \ / 1 / / �- t \� \\ �\ \\ \\ \ \ \ l/// 11/01 /l �, ! //l INDIANAPOLIS, INDIANA 4fi268 . �t / I1 �'a t \ '1. ^�_ V ' a `' ��_ I ` \ / // ' \ / / / ` ,1� t \\ 2222 \\ \\ \ \\\ \\ / // % 1 �I 4a // !�/ O . H- - ` _ / ► 7J' . \ s"�r' =�'' ` \ / ` ` / �� a, \� „ %� \� \\ \\ \ \\ \ \\ \ 1111/ �` /// l! r�I ,� PHONE. 317- 299 -7500 LAM / \ \ II / - - \ \ / � \ -'- / I ^� (m)- 1179.77 I ` \ / 11 1 I , / / \ \ �,' ` ( u� cwlsiRUCnoN) \\ \\ \\\ \ \ \\ \\\ .f /// // // l / ! r , ! • 11 ' \ \ 11 -- -- 4 I - M+► tso- 117.17 \ \ / / / � t t � \\ \\ \\\ \\ \ \� 2220 l /l 1111 I '' /I / r 'rte` FAX. 317- 291 -5805 / / \ , �. \\ \\•`\ \ \\ \// , l/ 1/11 //, / l lam°' DATE: / \ / - .lv 11745. / 1 r t /_ ` \ / // i / 1-1 \ -887- . / {� . .NV : 176.03 I / , r / \ \ \ \ \, , / / CONTACT. BILL DOUGHERTY / \ _ _aas -88� \ - - I } _ J l ll l t j / l I ( / `� \ 1\ o \ \ \ \�: \\ 2222` \ \ \\� l %/ / l 1 i `` •.. -easy -� -� --�- - \ I -•-' Y r I - \ / + / , \ \ v a\ \ • \\ \ \\ \\` \ J / / //l ! / r //,/ �- =? r�v� 175 a ` / - 1 1 i / - - � \ d ' ` \ \\ \ \\ \ �% / 1 1 I/ // / �\ fl� I I �g� 1 y ' �►� r+v(Mi : s s si / Y f/' 1 , 1 ( J \ , \ \ 1 r - ` \�\ \ \ \\\ \ 1// I // I/ // I _ -- -___ -- - -- $$g__--- ___ -.- r--- _-- -__ - -- _ _ ,� -__k / -- _ \ \` , / ,'ir�'1, / /1' DVUNBY. BEB / \• Q___1 -" N � EWA�&W M a y�. ; \ ____- \ \ �- -�, \� e CHKD BY ACH H 13 g INSTR` 90 -79 a '° L__.., � --_. / / / \ 1 \ \ \ \. \ \ \ `\ ' , \ \ /� i \ \ x 9 A. `• \\ I 1 rl ,� Y\ ' 1 , , / I \ ` \ \ \ \\ 204 "m l 1l P ,�- �i/ ///! / i /,/ I i - I I \ l / // \ I / I \ 1 �\\ If / -,,, /, / / //, SCALE: 1 - 80 / / , , / f \ \ \�� �'' < / r t / �1l I / ,'11,10 /'G r+Ncc) . a7s 93 / 1 / / / l r 1 r I I i //� / � 1) kN Ill , ; rrv{,) _ 17193 / 1 1 1 \ •• / f f l + �0, �/� ," DATE: 08/19/200 ' . �,� / // / / �/ �III,' �,� �/, I / I / / 1 \ rr .1 � /h // 10' MY1DE EASEWEM M FAVt7R 111 1I / / / / / /' + OPEN SRAC J / ` 1(� I 1 t /�' / /`/ `�' •• \ I / // / I / j, l r ��, 1 // a �r T1�YP. aEaowu. �r / r I W I ` / / t . OtSTi2lCf INSTR. N0. 90- // /( � � / / 1 I � \j \ \Y (AREA u�oEn ca�sna,cna►+)1 + 1 111 7,,'� // , 0 �t I i ' l \ W 11 / // / / I `\ \-` / + �-000 - \ \/ \ r +f illt /,/ �// `� . /"' III I MUM RIETAL 8llN.aNC PMT 30 M1i0E SEY�ER EJ�SENFM N FAVOR 1� / ` / // / / 1 /� Dom .� - t I _ -- -1 \ \ a \ \\\ till f �, /// 1 cx�►Y TM4P. iaorui. w�sTE as11�cT �ir I t 1 o\ f j ,-, \ o \� 1f l 1 / ♦ J F.F.E. - 127.77 It�IsrR. i�o. eo -7c•� . l I a / / 1 BLOCK C \ , / \ < �\ ` // �J 6• %S3 STONE PAD r .:� a / / / / 1 ' \ \ / // I � - , `� �,_\�\!(��-.\ \11� � • • ♦�j `I i!' / /'n� O i.. . ea r / \ I t / _ 9 //� s 117 '� �° _:� l ll l I 1 \ \ I /// ) r� -``+\ `��' o` /� , / I ! / 117 , � ` � \ ,;;` / // / / 1 I / \ \ I 11 f' l ,I ��\ `0\6�� P ,\ , � \� `\ r/ �/ / /�l I /`174.07 NOFZiH•R. 134), A ZND SMT10M / • / l� y.' , \ / a / \ I 1 / ! 1 I l l I .� �\ moo\ \ �\ ,/, / \ 34. PArt2: 411 Ci //` , I / / / i - - \ cam► UNDER cmam nom) / 1 ! 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I Esc• / 1 / ,e , - eas.4o ) - ina - 113.77 r+�(►+) - 1117.2 t roR • aas.4o II i , / / . 1111.47 / / I // M - 1.13 VMS) - 660.60 c� � ) I M �` prim - MIS RMS) - ae7.4o yews) • M.23 t� UNDER coksrAUCram) rro . 679An `J _bo�f_` i e -q� - I - Pev(s) • aa041f r,ev(n . eenaa - - / % -1 -1 / / rav 4 - � - 660.57 ' / 1! / / / / �i'2\ 1 1 N ~p 177.=11 1 - _ ��,� - 6 - - - - _ '^� = a -. _ - __ / .� '� / BLOCK F !' i 1 t �e� r�n.2q� � \ � n � � i I. : ' • / � �,1�(T / / / / t 00) ..l t •. . • - r' z V t i t I 1 aas / 4 r. J �� I t t 1 _ '� •' I - _ y5 - ,•_ i 'iL .Aa W`.. 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W - 680.74 \ i r • It I I • ,r #: 5 \ £ y \ i k 1, l i '\ �1 5ft5 _ K. y y • • , , j I - • i ?i ti r. \ n; �4, �, i5 �i t� (T < < i r Yy ` \ 7 ( / 1) / / �� :�, �a, I I 1- 800382 -544 // •• t 'N 'mot ��� '..' 1 .► 1 4.7 \ Z='; t ;41 ,. _) I CALL TOLL FREE rl" / 11 9` ` • 1 I _ - - 8 6 - - - ,' I - - - - - - - - a I // I � � `\ PER INDIANA STATE LAW IC8- -26. t6t,#&� j IT I S AGAINST THE LAW TO EXCAVATE CAVATE / ` / %1 I WITHOUT NOTIFYING THE UNDERGROUND _ _ 19, RCP -� . � 1 (MWA umm CoRmmctlar) � �(E ESWt. (�► wom co�NUCrla rna - 66s.co � __ _ - LOCATION SERVICE TWO (2) WORKING B // - - I 1 �-$8$ r' `\ �•/ �$ \ �~ -- 885 -� f NV�Ej - Oa 1. 17 \ l . L ! . I / �\ \ _ �'• \ �11_LJ_1_44�_ 5 . �'," � ,�. - -\ I DAYS BEFORE COMMENCING WORK. 1-1 Awr :. 1� ! _ -\�- - - �.._.� - - �__ _ -- z - -� -- _ -- i _ = -- - -- -- y PROJECT N NZ- .._.. _. -- _- _-. N 711.,1 \ _- �� --ate" . / . , - a' 211 \ \ � S V..n..wG�. 70N . A70 `' MI - 6a1:7s i � �• -' - r T f t..� _ } 1, --a I � •_, \ - .0'930 uE o� l�+a.N+l / ` l / 1 - 1 im O 7701 ' �4DE SflI�fA EASEWIiT - \ I k -- _ / f -'- '� I` _ _ - �1 ►++►\- r: \ ~ - - - - - 111srn tlo. �o00 -t 4 / i / 1 \ ttiSTR. N0. 90 -79J1 �, 1111.77_ - --\ rR7 =-ae�iu ` e� it 2000 ai \ UTILITY LiTY STATEMENT: ENT• > _1I�� a. t� icy >_� s ,1..� �.� a-..>c tars r_a \ ... - . ,- _ �� - - - � 'i -� -_ 1 J �- • 7 (OlD A jrR4tiT) / , -,i �Z•t j I / 1 - - j -' S - - - f.• -X1.3 - - - �7 1 _ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN .._• � ttttttttt_ �. r - - - • • �� ..�. �V _ - - - - _..._. - - - - - - - - -= .�\ - = - - - r ` ` _ a-.. 1. _.,. - - LOCATED FROM FIELD _ - __ �" - �"- SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES DESIGN PHASE - - rlv - 1113 u ° _ _ -- . 3. / * .- - - - - - - - - - - �nOrtC7iE�q - • - - � --` _" -LS �a - `- t5' mc�n t -� J, 1s• Rca _ _ y`._ 15" acP -' _ is' a - i ,• - - tcuRe a .� W .... _. • . ....I.- .--- -- ------ , .. ...._ - f - 30' Rcp , - 3 -- - ---- - - -- - - - - - - - !� �- -- - NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL Z4' � 24 �\. - ._ 1- - _.� RrP -- t..-. _ ? - . , ._ - - -- �_ , - -- - - �_" - - - - - - - �°-=- -- - - `�" ' -� I / SUCH UTILITIES I N TH - - .- _._. - .- - - �. .. ABANDONED. SURVEY # -:�- ''- - -____ EMI GANIROAD) -, __ ` SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND. ' � U U.S. S 42 GHI V - _ - - - UTILITIES SHOWN ARE IN .THE EXACT LOCATION INDICATED ALTHOUGH - - sl *, •11" RtOJ. N0. atp -13S -2 1. THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURAT Y PLAN NUMBER . 421 (MICHIGAN ROAD) I . - - x EL f _ ,_.._ _... ............ . . P ...... __ .............................................. .. ............_.........I....., ........._._ ....._ -............................................,........._................................-... ......I.,...................... .....1........ A _........._ .......................... _........... AS POSSIBLE A . a.. 1 ..P n,�. BLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT . 7 PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. -------- . __ __ - ; - i I . -) , j 1 // � I C) 1 2 3 4 5 6 7 8 9 10 ___ __ - I 11 12 13 114 F15 1F SHEET OF -M L K J H 5 F E I C B A 1 1 2 3 4 5 6 7 8 9 I 10 1 1 12 13 14 _ _ _ - . ___.,._ - 1. 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Ooh \ �,4 ti 1Q'�� ` \\ a�'` tQ \ \ \ \ \ ` \ \` \` \ l ' 1 JII �.'t •1.'I .. IN I x T R = 1 b O ! 0 1 1 � ��( \ � \ \ `o > c9\ \ \ \ \ \ \ \ 0 I � I l / l t ,� / 0 883.50 \ h) / I b 0� \ x 1 _ %i 1 r INV(E) 875.58 0 / O \ ( -'� 0 \ 01 \ X� � \�� '9 a' \ \ \ \ \ \\ \\ \ Q* / / / , / / l_ / INV(W) = 875.58 / \ x � / *� � / J !` " '. /. A h / INV(NW) 875.98 h AC x 0 "iR 2) 4- PVC ONDUITS ) If ` N �' l / / _ x \ I / ^a x0 \ 1 \ \ \ 61 \�j\ \ \ \ \\ \\ \ ! / ! , I I l f 11 301 r x��'� \� - - - - -- x \ i . / f 4 � �h ` , \ \ �4 \\ d'�D >\ I \\ \� \ \ \ \` ,j/ / l / j f Il, It Y / b • \ rL rL O 00' \ 4\ \ ♦ \ \ \ \ ,;N - / / 0 1 b. � / / \ I `\ // 0.0' x 1 / 1 \ 01 1 \ \ \\ \ \ `��o \ ` \ ``\ \ \\ \ / �\�` , /1 1 / 1 / x0 J ,�o � 0� " / \ \ / h 1 �1 \ 1 \ x \ \ � \\ \\ \ \ \ \ \ � � , r \ \\ \ / / / \/ h x \ / / \ / o' x / \ 1 00 \ \ \ \ \ \\ \ \ / l 1l . ,I g' . ' 10' STUB / �' -11 \ \ ` ` ` ` 1°� \ \ \ \ \ \ \ \\ \\ \ \ \\ \ \\ \\ `, ,. t :: S x \ •."ti \ \ / \ `, ��h // x0 % I --" I \ \ \ \ J , / / / / / I/// l .< < t a. ! �" ` \ // / \ ` M �� / \ 1 { t \G \\ \ \ \\ \ \ \ \\ a \\ , ", \ //// l I / / x - a \ o x , �, »l o\ \ \ \ \ l i I { % x \ \ \ ^, / \ , 0 1 00 \\ \ \ \ -,Q \ \ \ \ \ / / I / / / l / C �f I � - 91`0 SANITARY MANHOLE 1 / / / ba' ��°' yZO / // / / / \ \ k \ \ p'I 1 t {AREA UNDE�°�ONSTRUCTION) p.�0 XO \ \ \ \ \ \ \ \\ \\ \� \x�0 \ \ \ \\ \ \\ \\ // / / j / I � � fl/f l 1 1' �! 0 ) \ \ 0 ! t x / e,� \ \ \ \ \ .l / i I \ �a \ \ \ \ \ .l / % r _ > 0 b 0 / \ \ \ \ \ \ \ \ / _ � x - / 11NV1V/ {N) 870.00 �1 \ x0 \ \ \ i ti� x / / / / / Oh 'S ` �t ,L t • x /\ \\ \ \ \\ \ \ \ \\ \ / I / / 1 , / lj b t (SE)- 870.10 j 0h \ �•. ��ti \ x00 , / / o4a 00. \ 0010 �\ ` 0/0 • /--- �•, \ \ \\ \\ \ \ \ \\ \ \\ \\ \ \, \\\ \, / / / // / /j a0 I \ % / . CURB I x \ �h• / / x00 \ / / / ho / o° 00 x0 X10 x \ \ li \ x \b h� • • \\ \ \\ \\ \\ \\ \ \\ \ \ J /� / 1 // / 1 / / k ,1 , \ \ \ \ c6 / / / / / t�';' / TOR �b 82.72 ' \ \ \ / 01 0 /ot / x00 x \ p \ 01°)' '\°t / \ \ \\ \` \` \\ \ \ \\ \ / ' I / / / l ,�A t I I INV, ' 87b.03 , boh bhoi \ r l l t /I .\h r ��° / x ` tib ' ,�oi \ \ x x`� , . 1°1� \\ \ \ \ \ �` \ 1 / l' / / I 1 I ! l \ / / , I / b e� i x \ \ I\ 'c \\� \\ \ \ \ \ ` \ / I / ,fit / pia . :• . 1;;a . / I I DRAINAGE MANHOLE / 00_b / x x \ / / t �, o / / I 00,x. // x/ I i / 1\ \ �� o \ b��\ `. \ `��: \` ` \ \ \ \` \ ` \ v //I I// // / /l/ I 1� t t x h TOR 883.80 x h• \ ! - _ - _ \ 4 X I- � \ 0� 0\ 1 \ ' . �� \ \ \ \ \ \\ \ \ I / / ! �', \ x00 �I I I INV(E) = 875.67 / X� / \ -_ � I ; 0g� ! 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I \ ,8 \ \ \ WETLAND AREA \ 'i' �' i I'l L 15 J H G F E 0 C B 2 3 4 5 16 CONCRETE 4,000 PSI TOOLED EDGE 1 1/21' R 6" OF TOP SOIL 3" COVER a PAVEMENT = co (MINIMUM) Q . ° \ COMPACTED a SOIL BACKFILL ca Q � w \ ° #4 RE —BAR COMPACTED STONE 4„ „ 6 STRAIGHT CONCRETE CURB DETAIL ('68 NOT TO SCALE C1 •1 REQUIRING PROTECTION LOST TO BE INCLUDED UNDER THE VARIOUS WATER MAIN ITEMS FIRE HYDRANT PROTECTION 09 NOT TO SCALE �� •� 6" 18" 11 /R 1 "R ji W CL • - a % Q 2118 \ M R� � - Q a Q- N � d .4 SUITABLE BACKFILL \ \ \ �. o a- a � z COMPACTED \ \\ :• d a a O 0 w 11 � � � � � . a. o - .a Oa0 Oaf � IN 4 LIFTS. % a w CL u C- 0u 0 0 C� oo�c�o�oo oa oa0o )WO oa�a �o COMPACTED \\ \ \X A / SUBGRADE 611 4 " — #53 COMPACTED STONE 6" MIN. MIN. COMBINED CONCRETE CURB & GUTTER (TYPE 11) lo NOT TO SCALE C1.1 R-\� M ' SUITABLE BACKFILL \ \ \ COMPACTED \ \ \ IN 4 LIFTS. / Oa�o MIN. MIN. COMBINED CONCRETE CURB &GUTTER (TYPE 11112� NOT TO SCALE A 1 2 1,3 14. 5 16 LIMITS OF PATCH 9.5' MINIMUM SAW CUT 2' 2' EXISTING / C HEAVY DUN PAVEMENT —� SEE DETAIL 06 /C1.1 COMPACTED GRANULAR BACKFILL TO 95% MODIFIED PROCTOR 42" .:... 12 12" PATCH OVER TRENCH (#-o`4 NOT TO SCALE � � • � AW CUT PAVEM ENT 2 NO. 118 SURFACE 2.5" N0. 9 BINDER J00 DO� ��U��Oo )O� )Ovo� �Ovo� -C 8" N0. 53 STONE Q ooQo OoQ� O�Qo O�Do Q ooQ 12" SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR LIGHT DUTY ASPHALT PAVEMENT S NOT TO SCALE I C1.1 2" N0. 118 SURFACE � 3.5" N0. 9 BINDER C�0- � 0 � �O��OOOO�OODU� OC 12" N0. 53 STONE 00 0 oQo OoQo OoQ X/ 4. 12" SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR HEAVY DUTY ASPHALT PAVEMENT SECTION as NOT TO SCALE ��'� ROUNDED CONCRETE CAP 6"0 STD. STEEL PIPE FILLED WITH CONCRETE. PAINT WITH YELLOW REFLECTIVE TRAFFIC PAINT w CONCRETE, CLASS "C" ° FINISHED PAVEMENT GRADE (PAVEMENT THICKNESS VARIES) J o °a cov BASE p� °a °ono. (> C> <Z1 co 4 A a a <\ a a Q a 4' a a v a a a - a d i 6" DIAMETER STANDARD/oow"� STEEL PIPE BOLLARD -' NOT TO SCALE A W w I—S V D GREEN - ILLUMINATING TAPE (LETTERS) ARKIN VAN "4:: -� .ia • 3•j 1 Si '. � {i. }h G.' , _.- i -_ � z,4fi+�.3F' \t-i.. . - f+t tL? -- «...�,.y e j ``.�„4. W4�:'YS'Fitk ?1a � f i � E: v-� ,�-,:� . ii..j c'+'- tl1F'a ♦Y=.Wz �- F, 4' ACCEQ..JSIBLE HANDICAP P SIGN DE-TAIL. 22Yl NOT TO SCALE BLUE - ILLUMINATING TAPE Opo W - ILLUMINATING TAPE Lu >< BASE U a w =Zm to a COMPACTED �Op cn o SUBGRADE LIMITS OF PATCH 9.5' MINIMUM SAW CUT 2' 2' EXISTING / C HEAVY DUN PAVEMENT —� SEE DETAIL 06 /C1.1 COMPACTED GRANULAR BACKFILL TO 95% MODIFIED PROCTOR 42" .:... 12 12" PATCH OVER TRENCH (#-o`4 NOT TO SCALE � � • � AW CUT PAVEM ENT 2 NO. 118 SURFACE 2.5" N0. 9 BINDER J00 DO� ��U��Oo )O� )Ovo� �Ovo� -C 8" N0. 53 STONE Q ooQo OoQ� O�Qo O�Do Q ooQ 12" SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR LIGHT DUTY ASPHALT PAVEMENT S NOT TO SCALE I C1.1 2" N0. 118 SURFACE � 3.5" N0. 9 BINDER C�0- � 0 � �O��OOOO�OODU� OC 12" N0. 53 STONE 00 0 oQo OoQo OoQ X/ 4. 12" SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR HEAVY DUTY ASPHALT PAVEMENT SECTION as NOT TO SCALE ��'� ROUNDED CONCRETE CAP 6"0 STD. STEEL PIPE FILLED WITH CONCRETE. PAINT WITH YELLOW REFLECTIVE TRAFFIC PAINT w CONCRETE, CLASS "C" ° FINISHED PAVEMENT GRADE (PAVEMENT THICKNESS VARIES) J o °a cov BASE p� °a °ono. (> C> <Z1 co 4 A a a <\ a a Q a 4' a a v a a a - a d i 6" DIAMETER STANDARD/oow"� STEEL PIPE BOLLARD -' NOT TO SCALE A W w I—S V D GREEN - ILLUMINATING TAPE (LETTERS) ARKIN VAN "4:: -� .ia • 3•j 1 Si '. � {i. }h G.' , _.- i -_ � z,4fi+�.3F' \t-i.. . - f+t tL? -- «...�,.y e j ``.�„4. W4�:'YS'Fitk ?1a � f i � E: v-� ,�-,:� . ii..j c'+'- tl1F'a ♦Y=.Wz �- F, 4' ACCEQ..JSIBLE HANDICAP P SIGN DE-TAIL. 22Yl NOT TO SCALE BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) - -GREEN - ILLUMINATING TAPE (ARROW) - -GREEN — ILLUMINATING TAPE (BORDER). * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICARJ*062 SYMBOL DETAIL Cl-1 NOT TO SCALE STOP SIGN INSTALLED IN LANDSCAPE AREA z o CHKD. BY: �-- I- =0=) �w° CL U DATE: 08/19/2005 BASE COQ °Q Z w =Zm to a o �Op cn o J z HINT HANDICAP, NO PARKING SIGN INSTALLED I N PARKING LOT. HANDICAP LOCATIONS 2- -SIDED WHERE STALLS FACING. 72" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE STEEL PIPE FILLED W /CONCRETE 10 MOVING wI �w 2 —0 EDGE �''� ZWw MIN. TO o = o CURB in 3:m PAVING PAVEMENT 7 8 9 . ....... .. . 10 11 12 13 14 15 16 DWN---BY: Tw CHKD. BY: Z SCALE: NONE DATE: 08/19/2005 BASE \ + D Q a � o v z a Q z o =o � U Imo! Wiz 0 cia Lu M co Lu LLJ GNU � 2 w l�9 PROJECT NUMBER 05 -171 10 CONCRETE ETE 0" CONCRETE FOOTING OOTING DESIGN PHASE CONSTRUCTION PLAN NUMBER TRAFFIC SIGNAGEro3%**\ SHEET OF NOT TO SCALE C 1-.1 7 8 9 . ....... .. . 10 11 12 13 14 15 16 DWN---BY: Tw CHKD. BY: ACH SCALE: NONE DATE: 08/19/2005 Y 3 f{ s . { J y t: { f { D Q a � o � z a Q z o =o � U Imo! Wiz 0 cia Lu =w� Lu LLJ GNU � 2 l�9 PROJECT NUMBER 05 -171 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET OF { -. - T__ _ i �I 1 2 ' 3 4 5 __.� - 4 15 1 I M f ` 6 -� �. r r II I ,It \ \ \ \ ,,, , - - _�d 4- - - - - - - - - - - - - - ---'S / 25 EASEMENT FOR DRAINAGE LINES `\ , �°� °\ ` \ \ - ---------- i�----- - - - - -- ___-- __ -__ - -- _____.- - --_ -�_ / \0 INSTRUMENT , 572 BK 268 PG 46 \ \ :� - \ ,� - -- - --- -y - -- - .- ._--- ____--- - -___- \ \0 ` l �'�'z '�~ EXISTING LEGEND: ; / m __ __ �// / ASSINGM T I�JS \TRUMENT # 1 X274 gK295�F \ y `� / ,� f -- �-I-� - ___ -- ______����� -_ ``- _ \ �-�' \ \ ` \ I / / ---------_._••_-------.--------------------------- --. - -- - _ -.--- - _._� DRAINAGE MANHOLE 1"_/_�_ , _ -- ��\ \ ��,, \ I I I ____ - --__ -� -�, __ .876-- ----- ..._ - - - -_ TOR - 882.00 / / \ / �-- -� \ \ ► + (I I t - - - - _ - - - -/ \�/ _ - -- - - \ I \ ` 1 \ \ \ �- _ -_ 873 ----------------------------- -�-- \\ - - - ---�- - - - - - --- - --- �,x -'' `\ \\ \\ ` ` \`\ \ \. �\ �,E�A�- E- �,�sEEUa 72 - --- -_ - // / \ \ \ \ \ D \ \ \ \ \ \ \ �\ \ INV - 874.00 L / / / 1% \ \ �, � \ \ \\\ \ \ 872 ____- 111111- --- w#r- -- -war-- r- - - -w \ o \ \ \ \ \ __ �-- w-�r -- -war - w.�r____war____w•�.r_ - -- war_- �- w.�r_--- w�.r___ \ ° ` �\ � � \ \ \ \ \\ � �__------- __.._.__ - -- - -- f' \ \ - war---- w.t= -- _war_ - - -w .�� \ ° ` \ \ � � ` \ \ � \ \ \` \ ---------- ---___ _ - _--- -- -_ -_ __- / \ M TAL ENDSECTION \ \ \ � \`\ \ � \ \\ \ \ _----- _____ -,_ // / \ `\ ' 1 INV = 876.52 `- -_\ `� `\ ���� \`� � \ \ \ \ \ \ ` \\ \ \\ �--------- . ---___ __--- _-- _-- _- __----- ____.._ - - -___ / / / \ �' \ °o \ \\ N, \\ \\ \ \ \ \ .\ \ \ \ \ \ \ \ \ -- -- - - -- ` \ so IN 880 `\ \ \ ` \� \ \ \ \ \ \` \\ \ `\ �\ \ `\ \ \\ \ 881 \ \ \ \` \\ \ \ \ \ \ \\ ` \ \ \\ \ 882 .,. - 881 \� 00 \ � - ' 4D MM w0mmmo, 40mmonomiNnommom mm qwqW 4owwwwwwwwwwwomwoo 1. . - - __ 882 \ ___ -_ -- WET AREA\ \ \�\ ` \\ \ \ \ ` \ \\ `\ \ \ \ -I! I I - - A - / // ` •..• "' 882 ° \ . - ` 0.006 e\s� ` ` \\ ` \\ \ ` \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ 1 __ _ __ 1_ / _/_�, \ / r___1 / \ / \ 881 \ ` ° \ • ••• \ \1 -,/ ` \\ \ \ \ \\ \ \ \ / / 1 \ , \ 8 1 \ \ \ \ \ \ / \ \ \ \\ \ \ \ \ \ \ \\` \ \\ / / I / / \ �� \ 880` �� \ o° \\ • . \\ -, \ ` \\ \ \ \ \ \ , \\ \ / I ri, 000 -000 ..- ....voo - -� -oov --- \ �' \ \ __1 ° _ ` \ \\ ` `\ ` \ ` \ \\ \ ` \ \\ K / / , -,o 0 0 0 0 0 ---�_ \ - - _ _ \ / _ \ STORM CONNECTION / / �__ \ X400 �_ t a -`'``- o °a \ \ \ \ \\ \ \\ ` \ \ `\ \ \ \ \ \ OR NORTH ADJ IN / / / I \ 000 o a- � --__-- o00�_ \ •• I � \ \ \ ` \ \ \ \ \\ \ \ \ \ POND D Q ER / d- \ 1 °o a _ o \ \ \ \ \ \ \ \ \ \ \ _ /J1.1, / Z - = J ♦ - _ _ o j C� / \ \ \\ \ \ \ \ NORMAL P0�1L - 874.( . INV. = 875.52 C / �,.. I- \\ �' 4O° --.-., oo Vj - - _ _ - _ ° `\ \ 0 � � \ \\ ` \� ` \'` \\ \ ` \\ ` \\ 1 -Y = / 882.36 \ a \ \ oo R FLOOD E LEV 8 ([t 881.86 / o Z \ \ '�••�..000 I N a N 1 - \ \ .• • . I \ \ \\ \\ \ \ \ \ \\ \ \ \\ \\ \ \\ \\ \ TT \/ / w o \ , \ b\ \ o \ ` `\ ` \ \ \ \ \ \ \ \ \ \ BOTTOM ELEVATION 86 . / \ , U- m W \ \ �O00 o TYP A E \ °° \ \ \ ` \\ \ \\ \ \ \ \ \ \ \ \\ ` \ \\ `\ STRUCTURE 12 _j w w . � w o \ \ .\ + \ \ \ \ \ \ \ \ \ \ \ \ \ TC 882-26 00o J TOR = 78. ♦ \ \ \ • . \ \ \ \ \ \ \\ \ \ \ \ ` \ \ \ \\ I 158 LF 30,, ND o ¢ Z BC 8 • \ _ IN _ \ • . \ \ \ \ \ \ / / PE o 81 II \ LET 'f't� V. W = 5. 1 \ 0 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • 881 �, \ ° . � / \ INLET 109 t \ MANHOLE N ENAH R--2 a• � � \ ° 1 I \ \ \ \ \ \ \ \ \ \ \ \ \ 88 T - \ \ \ \ \ \\ \ \\ \ \\ 882 `MANHOLE 2 dR = 882.90 I \ \ \ \ \\ \ \ \ 7LF30 PE / + TOR = 881.Sfi + INV. 874.79 ,�, ♦ + \\ \\ \ \ \ \� \ \\ \ \\ ° I \ \ \ \ \ \ \ \ \ \ \ \ \ ` ` OPE / / I INV. S = 875.40 I 880 = 874.79 ` \ �� o \ \\\ AT 0.11% s / TC 883.84 \ \ \ \ \ \ \ \ \ \ \ \ \ \ I NV N - 875 50 1 I 8C 883.34 \ qT INV. W ,- 87fi.14 \ I \ \ \ i // / I - - 1\ I 8$1.7 881 a � \ \ I \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ P ♦ 3 \ \\ / / I NEENAH R-301 \ i \INLET 1 10 \ E 882 • , , J : ♦ IIW, -\ \ \, I \ \ \\ \ \ \ \ \ `\ \\ \ \ `., \ \\ \\ I � NHOLE \ _ o \ \ 0 1 \ `\ \ \\ \ \\ \\ \ \ \ \ \ `\ `` / (gpg / + = F--. -. ` \ I 882 TOR = 881.76 � 883 8 2.-9 � � o ¢ z c'� \ \ o 1 � + `\ \ \ \ \ \ \ `\ \ \ \ \ \\\ \ ` \ \ mot• Z \ I ,.�_� N tL \ \ , + \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ / / I w w \l INV. N = 875.23 I - \r, � : ` cp \ \ ` �' \\ \ \ \ \ `\ \ \ \ / I .m I \ _ TC 884.02 I ` \ \ + C \ \ \ cA \ \ ` \ �S ` ` \ \ \ \ \ \ / / I o W I INV. W - 877.01 I 8C 883.52 I 31 LF 12 PVC I TC 883.83 \ ` \ 1 � \ \ ` O \ ` \ \ \ `\ \ \ \ `\ \ / / t Z I INV. S = 875.13 1 c��IJUNCTION 117A N 0 8 �'� \ \ a ` \ \ \\ . \ \ \ \ \ \ \ \ \ \ `\ \\ \ / / I � < _ I _ I °° I TOR = 883.75 T 0.53 SLOPE/ = 8 83.33 \ \ o 1 \ \ `� \ \ `\ \ CS' \ \ \ \ \ \\ \ ` \ \ \ \ / / � � � Y � \ a. �w N EENAH R-301 r wi I = _ Y -- ` \ + \ \ \ � '� \ ` d' >\ \ \ \ \ \ \ ` \ / / 0 o I v O I TOR = 883.75 I INV. 876.47 JUNCTION 117 INVS\ • 1 TC - 883:D6 ` \ � \ `��Q \ 1 `�\ � \ 6' \ �\ \ \\ \ \ \ \\`\ ♦ \ \ \ \ \ \ \�\ \. \ •\ \ \ \ \ \ / 1 'A �I _j $$ I INV. = 87 7 1 TOR = 883.75 � BC \ \ \ \ \ \\ / / / �� �.� / 6. 1 I 46 LF 12 PVC ���„ _ � _7� "T P% 53 LF 1 C 882.56 �. \� o \ `� \ \ \ ` V, �,c> \. \ `. `. \ \ \ Ill �Ur%0 nvLr -1 M INLET M TELEPHONE CROSS -BOX Q TELEPHONE MANHOLE -a TELEPHONE PEDESTAL -a TELEVISION PEDESTAL c ,I DECIDUOUS TREE __ 01 CONIFEROUS TREE m WATER VALVE __ ___ �\,zl . FIRE HYDRANT UMr I:UKKUVAIED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R /W SIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (0) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE • \ Z ` •- o /' Ai V.7.M% bLUI-'t - .�.....vv AI U.�,S� SLSJP j ` \ \ o t \ `\ \ " \ \ \�� \ \ • \ \ ` \ \ \\ \ \ \ \\ / \ _ w1 ``\ o � JUNCTION 117 \ \ \\ / / / \ dI \ J C? / B I / I '4%' �� \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ / � N , TOR = 883.75 I z �, p �� �• � \ � y \ \ \ \ \ \ \ \ \ \ \ _ / / I to / = 1 I Q ,3Z LF 12 PVC TC 8 .4fi 7 Q3 y ♦ \ I o \ t \ `\ ` \ \\ ` \ ` \` \ \\ \`\ PROPOSED GRADING • / 8 2.7 o I 883.8 883.5 o F- INV. 87fi.71 � a S pp \ \ o \ � \ \ • \ \ \ \ \ \ \ \ \ \ \ \ `\ � \ . G LEO EN D. / i ¢ / I a A -$.53% SLOP 8C 882. F \ o \ \ \ \ I -k O� \ \ \ \ \ \ \ \ `\ // 883.4 q' ._A °/.A. °' a: 4,. v ° ° i a. a ' °... o. a. A 1 Lti' 1 IV_ � \ `\ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ 0 4 v • ° °, \ I . n '7 a.. ° � / 884 5 a.. ~ \ \ \ \ \ / / A ' D ° , ° � u . / °• , . ° �, : ° , .. , : ° ♦ TYPE INLET \ \ \ \ \ \ \ / D ° ;n q : a 4 . p o .¢. a p 'o :° ° 4 n "v a ° ° 'o. t `\ , o o. .'. °. D • - a ° o ' 4 ;° •.,'Q. D p ..' p .' ,A a \ ` \ \ \ \ \ \ \ \ \ \ / / ° : ° . q I Li`� �, o ' TO`R \ a8 2.01 \ \ \ \ \ \ `\ \\ \ Q �G Q p. �: °'.'. La pp -...p O .. '4 ,.. �, pA. / Q pp.'.° < ,.•° °,... RD'1 °.. ° • °-''. .D ,a.. :.� ° a • \ \ \ ` ` / ..v .. ° . ° o v I4, p o °. °.' J ° D Q .... v p ° .. D / 4 p: .. q. °. p• D. ''4:. ° \ \ \ \ \ \ \ \ ° p o.. b: ° _ ll! TION 116 / CLEAN T CL N / %: o,-:. - _ . .. 0 4 4 INV NE 874.5fi AREA UNDER CON T % \ \ \ \ \ \ % v 4 • D p: aI- . D.- o: _ �. ( S RUCTION) \ / / '' 4 - . o _ _ °. ° . t�'', q : o TOR 884.50 • G�L�EA ' 0 UT ° D - CP .� , _l \ \ \ \ \ \ \ \ \ p, 4. .,:'q: I ° D -,q, 4 a:, ° •.'p D �• - pI P : °4 LL: v ,'4 C -> _a4 _ r p -,.•° . • .... / TW 884.02 TOR - 884.02 TOR 8 4.O.c ° /-�-y.•. C. ... p• ° . , D ° 4 �' INV 5W 874.45 ► \ \ \ \ \ \ \ \ \ q, o' \ ° . ' ° , °• Q •" ° ° ° D . 4 q-. I / V �' 4' INV• -- Q �` Q 4 [gyp °. Qqj •� o Q .. ° °'-' \ \ ` , \ \ \ \ \ \ \ \ \ / O A °. D q' p. n • 4 "�•.�'' p D.p', ,-.Q..D p °',.': �!!q', ° Q.D � 876.82 ° °., "OR �. VTn1 iJA..• •� D: q' � ♦ ' \ \ \ \ \ \ \ :' \ 4' 'T1.R x$4,024 4 I' ° aINV, 879.13 INV. 879.13 INV. = 880.79 : q' . . ' o ' Q...; p..: D : ° .... ° NEENAN R -�3Q10 /\ \ \ \ \ .4 s. ,[ p . °•. q a to 4 0 .. �; 4 p - � D v O ° ♦ \ \ \ \ 'In DOCK INLET A .•.' �1V °- : 87a�.7 . -.• o . \ \ ° \ • . \ \ \ \ \ \ \ \ Q �. ° h' 1 / I / °.• °. p (, ° ". 1NV.p' L�. 80��9 . �'•: 'q n,' L�_ V- •.�F.�'1' " ••a-' -. p' -D CO o .P p -- . p.`S . D. q n D, 4 4' - -p v. , o t ��• \ \ \ \ \ `' \ / v a o_ .. q °.. op: a ,. 2� C / 3 F / q:. v• C i• D• q "v _ ° a. °. � \ \ \ \ / / 4 " / ° ° . 4 . • o .. . .. L a • ppi,ee 8 L 12 PVC .. 00 c� o0 / 0©o �• TOR 880.42 ~ a.. . • • \ \ \ \ \ \ \ .�:'4 : q ' J -° ? p. - . °.. Q q p.A�• °. °2'.8 /O'. PE / I 4 °'' '° /' �'D �'a'•.: Q.'p' q :. o,' 4•, p °' .• o'o: 4. v 4 p' a \ \ \ \ \ \ \ \ \ o ° a : o I AT 2.00 SLOPE / :'� :.. ., q o INV. 87fi.95 a :: : ° '• ° . a •• ° \ \ \ \ / ° D:.' •q• o'. °'�IUI�IGaT�lbl ': 1 °1�6B d ° U D• 4. p•p. q- . Q I ° .Q' ° p. 4, . ° b JUN x'10 . 10 a� °,•. ° ' :.' °• IN / / _ JUNCTION 116C JUNCTI N I \\ ♦ o \ G \ \ \ \ \ \ \ \ ` \ 0 °:. p:°• 4 :. ��' ° p:p p .4• v P Cl, Cii hh °• O.. - ° ° ° q, ° G • \ 0 0 4 ° I -' ° 4 -. `l . 17'- . v h ; •p 'v 4 °d. O ° P ... 0 •p 4 q ° \ \w\ \ \ \ \ \ \ \ \ \ / ORa. 0 8844.42. o t _ 4 SEE ARCHITECTURAL a.. °,• a. o N • . TOR -- 884• 2 f p -.': ° . a \ \ / dn_ - °. 1 °'p ° °..� ° o: i 8 "" TOR 8 ,D p. ..n_.. �..:'4 I','' A•�.� :• ° ° . -- - \ \ �� \ \ \ \\ \ \ \�\ \ 11 / 4 ° �' : ••a 8 �. , a. D • . • • .� q, , •.. ° 4' p , a -� ` • D . 4 q • • .v o . �. r A \ \ \ \ �. _ 1 ° . .° •• ° . v .,. �/ :5 / -+ , . , ..o ..,•'°• . :' o PLANS FOR DETAILS o : ... 4 :. . •.• °' o . D o' . \ - \ \ \ \ \ \ f __ _ .'.p :. 4. p. p A .. •D • q 1 . •.' a l'j INV. - 879• 9 .:� ° ,° p . •- 4; • •4 ' . a 0 • ° o �„ -4. O ° \ •Q. Q q p: , O \ \ \ \ \ low - ., ,. INV. 8 709. v �. ° .. \ \ \ \ \ I 1p, �a .' OF DOCK AREA q. A \ \ 1 / . ;� 1 / "r, __ __"Lm_-�_ - -- ___ / \ 883 I PROVED CHECK 4 O - a °,..•.'\. �. 4 _ .�. �'4 ° . �• o �Q` \ \ \ \ \ \ \ H 1 884.0 / I :p ...A•: p'... -. : \ �' O ♦ ° \ \ \ \ \\ \ \ / I q *1% RD-6 / RD -7 I - I 884.5 _ VALVE TO THE EAST ' °•,, o " w°-. I �' 'o \ • . \ \ \ \ \\ \ \\ / TOR = 884. R - _ RD 10 ____ -_, J _ _ __ : ° , ; . _ . D \ \ \ F _ \ `• \ \ \ \ \ \\\\ / / 50 / TOR - 884.50 _ 4 '• \ 1 I TOR1= 884. I TOR = 884.50 f �- \ \ \ \ r._ -- ,- \ \ \ \\ / I INV. = 881.09 INV. = 880.06 1 50 _ f _ _ - • \ \ o \ \ I • � CA \ ` \ \ \ I II INV. = 881.09 INV. - 877.38 / _ \ J <t z d, \ ♦ 0 \\ \ I \ Q \ \. \\ \. / I 1 R - \ a� �p , \ \ \\ \ \ \ I `, \ \ ` ETAL \E I 1 n. I t 1 i \ C_ 7 \ \ \ \ \\ \ \ / I a.° / TOR - 884.50 1 , \ N c°� s \� \ °_ \ \ ; • \1 \ \ \INV`\, � / f IIVV. = aau.ut) I. �, \ w - ..�, \ `� \ 11 \ -0 •INLET 113 `� \ • \\ \ \\ \\ ` _ _ _ _ .. Q I I I ' \ z \ \ \ • • \ •• / `\ \ DESCRIPTION: A I I I ,' I o � \ \ \ TYPE\ M I N LET -- \\ \ I --- \ \ / I 1 I I a j \m \ 881.01 \ \ PROPOSED UNOERORAIN III I I I IN \ N. f \_ \ . °, , 1 � LET 108A � -� -c. \ �� � 874.3 fi � '- / + TOR = 884.00 \ = N1�: V�'�� 874.26 \, `\ \\ ! PROPOSED BEEHIVE INLET C. Il r r , \ \ •, °: + - I! / INV. = 881.00 cP� \ EI�AI`oF`2�3010 \ \ �I .16 I / • \ -+ \ \S\ \ \ WETLAND AREA i 0 PROPOSED CURB INLET G 1. 1 I / / \ \ \ \ \ \ \0.2 0 6 Acre_ s I -t- 0: \ \ \ \ o \ \ \ \ \ � PROPOSED MANHOLE \ + I co \ \ o \ \ f \ D -` I / / / + v¢ 03 \ I \ \ ` \ \ `\ \ \ / '� \ I , / / o v, o ► \ \ \ \\ \ \ , '��� PROPOSED INLET I : 4 / / / I ¢ I \ \� \ \ C CONCRETE END SECTION . ., / / / / ill co oc \ \ \, \ ` / DETAIL # /SH. # DETAIL 01/C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 DETAIL O6/C7.1 I / // // / I u- W `p�,P � I °x \\ � \ `\ / Open Space \ I .- '/ �/ I pO I w I �1 ` / �I // // ' II � c i a � j Z / /r /° � \ L G rFRA D I N G NOTES o > I / 9° / /t = r }b\ �, Via' II ,I QRAINAGE EASEMENT \ °.. // = i i ,, I a- " 00 (n / 1 o I \ / 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT r �/ ° / , : o m O o I a I / STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY 4 / r N -o -0 00 / / i / . OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. `\ \ // I H m co / / \ \ {AREA UN ER CONSTRUC '� I' •• THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO F 3 I D. \ 884.5 884.5 I / --� z I ° • •U 1 - -- , _ _ ` STARTING CONSTRUCTION. THE CONTRACTOR SHALL 1-1 / \ ALL FIELD DIMENSIONS. BE RESPONSIBLE FOR \ n NO I 4, -_ .. ... V'' E SIONS IF ANY DISCREPANCIES ARE FOUND IN THESE PLAN \ \\ 1 / 1 .-0 INLET 114 \- __�___�'000 � 1 6. \ FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE MANHOLE �\ \ \ ENGINEER IMMEDIATELY. 1-1 ` j D° 88 51' -- o � \ �� �� _ / I X-* :., o •a oo R = ��,,__ --_`��\ \ °° `\ \ •• 3. .THE EXCAVATING G CONTRA CT OR MUST TAKE P _ E ARTI CULAR CARE WHEN P., a 674:.16 , - \` \ � �. EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND E jff__1% Am:& 0 rmh e q: \ � VERIFY COVER R EQUIPMENT. off 874.0 fi i t ° \ . ` REQUIREMENTS BY UTILITY LITY CONTRACTORS AND/OR UTILITY NEEN 3010 _ ,�j COMPANIES SO AS NOT TO CAUSE DAMAGE. ` \`\ Finish Floor ° • p. D /� � // �' j j -f, --,' - -` �� \\ ` \ \\ �`� 0 �, I \ Elevation � � � 4. THE \ , : � , � �- � � � \ O � o . , CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE __ -' - ` - � � ` Q?4��� ° N CON STRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON \ ` \ / `�' �? a- 6A / / / / ,, - -- - ;(TAI- L \G 45� S W,�9 \ / w 41 / / / - - \ \ \ \ \ \ SITE. ALL VERIFICATIONS LOCATI ,S \ 0N, SIZE AND DEPTH SHALL 8E MADE BY THE ENS C�Tlor� ° \ \ , o W ,p � 3 , __ 1 \1 \ \�, \ \\ \ o \ APPROPRIATE UTILITY CO PANIES. WHEN EXCAVATING S AROUND OR OVER • \ I Q z o 0 0 I / , /Og , ti - 1N1�.` NE\=\ 093) \k cA \ \\ \\ \\ \ / EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY E I J °" ¢ r tai t•r; ; I 1 / �S1(. A / ,,� l �•� \ > \ 61 \\ \ \\ \ \ \\ , SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PR S II o 0 00 00 co oo I I I ; I '°Fi / / / �" �' � ,,\<55\ \� , • \<y \ \ `\ \ l l I INSTRUCT AND OBSERVE DURING CONSTRUCTION. E ENT TO \ \ CV 0000 0000 I 1 / / \ ` \ / W I , I / I / I I I / /-- �\ \\ \ \6 \c�'> \0"( \\ \\ \ \ \`\ \\\\ 0 ` I 1' . I a (U � U i I I I I I / I l I I I I / \ \ \ \\ \ O \ \ ` \ \ \ ` ` �'' 5. TRENCHES FOR A I - / z F-- m F-- m I I 1 1 I 1 / , I / 1 1 I \ \ \ \ \• \ \ \ \ \ \ \ \ \ \ \ \ \ \ v ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY \ / o I I I I I I I / I 1 , I I I \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. I. \ ._1 \ I r I III II �j 1 \ \ C1\ \.\ , \ \\\ � ° o RADE _� t I I I I I I I I I r \ \ \,\ \, � \ \ \ \ ` \ 6�,', V \ \ \ \ o , INLET 108 -� , , I r I r I I \ \ \ � \ \ \ \ \ ° \ E. AFTER STRIPPING TOPSOIL MATERIAL PROOFR k \ \ � / TOR = 884.00 BREAK I I 1 r I I I I � 1 1 I ,�` \ \ \ ` \ \ \ \ \�,\� \ R OLL WITH A .MEDIUM WEIGHT ��, ,1 _ I I I 1 j r 1 I I r I r I \ \ \ \ \ \ \ \ \ \ � ` \ \ �, \ y\ \ ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE \ - , \ INV. NE = 880.40 icy I i I i 1 i i I I \ \ \ \• \ \ \ \ \ � \ \ \ MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL 0 AL OF ANY I IN INV. SW = 880.30 t I r RE#"A�NING I I ` ` \ ` \ \ \ ` ` \ \ ` \N` � \ ` \ o \ UNSUITABLE MATERIAL WITHIN THE PROPOSED ARK \ ._11111 t \ _ _ _ _ \ `\ �, I I I I I / I 1 \ \ \ \ \ Y \ ° PARKING AREAS WILL BE - " � 00 I ! I 1 1 r IL I 1 I I \ \ \ \ \ ` \ \ \ �/k \ \ i ` \ o , DETERMINED AT THE TIME OF CONSTRUCTION. \ \ mot- 00 + LET! + I , r \\ \ \ \ \ \ � \ \ ON. I \ 00 I I I I I + I \ \ \ \ \ t \ \ \ \ i t \ \ 1 \ - P cM I I L I + I I I I ( \\ \ \ \ � \ Al \ \ \ 1 t 1 1 7. PROVIDE POSITIVE \ o D,- ° I 1 rE7T t 1 I 1 I +\ \ \ \� 1 \ 1 I DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER OT R r 99D18, N361 1 1 I 1 (+ \ \ \ \ \ 1 r 1 I I I a , INSTALLATION, CONTRACTOR TO TEST FOR AND CORR " \\ `\ .- I I I I I\ ti \\ /r I I 1 I I CORRECT, IF ANY, BIRD \ / -° ! f •��, T 1 74� 9 1 ETAL EN E1C�1 11 I 4 1 1 1 I I+ 1' 1 l 1 0 BATH CONDITIONS. \ � / ,.• '1 I I I I I I i D \ � 1 / Q \ n N ENAY - L- 01 +0 I I �C� 1 I 1 I I -1 7 0 \ ► 1 1 1 1 1 1 1 1 1 \ / 4� \ to + > Qo I I �� + 1 I • I I I 1 I I I •I 1 + \� I I i I I I i I 1 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL \ \ 00 1 1 l 1121 1 Dp r 1 1 + I I I I I I I I I I I I I I 1 1 1 I GRADE ELEVATIONS. \ �, \ r 1 1 +� I P OVIgE+ l I r I 11 11 1 I I 1 (+ I 1 1 1 1 0 \ \` \ 11 11 L00� S�Ob I I j 1 I I I I I I' I I I 1 I I I 1 0 1 \ � \ + + cD I I.1 I R PRAP + I I I I 1 1 1 I I 1 j I 1 I + 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW \ � I) I CHUTEI I! I I I'( I i. I I , I I I I I I+ r I I i FINISH GRADE ELEVATIONS INDICATED. � �,. `�'- -�,_�, 1`` --�\ \ 111 100 1 1 1 I I , 1 1 I r 1 `p I 11 1 1 I t 1 1 1 I I 1 I I I I 1 1 + + I I 1 . o \ \ III 1 1 1!+ 1 1 1 1 E O SCI! NI r I I �� r 1 I I +1 I 1 \ C 1> 6 r I► r 1 r r o 10. FLOW LINE E ��, � � ! I + + I ► O-), + I I I 1 + INV. I I � I J IIII � I I r I , I j I 0 r ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. / 1 I I 1- 1 1 I t�V. N� l I 141. 01 I I!! j I I I I r 1/ I I I I ° i RD -4 \ I I I i i I 1 I I I j 1 1 1 1 I I I I I I t I I I j r I I I/\ I 11. TOR TOP OF RIM AND REFLECTS PAVEMENT GRADE. i LEAN T + I loot 1 I 1 I I I/ 1 I I I I I I I I j 1� . \ TOR = 884.50 \ I I I + I ( 1 I I I I I i II l I I I I I r 1 I 1! \� +, • 84.12 00 LO to L1 + r + 1 1 I'1 rt I l �II I, 1 �. � ` 1 \ \ \ I = \ TOR = ! _ I it I � I F�O N D +E � i / r � I I I r -I \ NV. 880.67 \ INV. = rn 00, 0 to I� � o0 '=I' I I I � l I I I I 1 I I, . - 78.82 1 I + 110 I1A POOL r I I / 1 ' \ \ .. od0 In C4 r6 1 I � + ( b�� --I r I i 1 I I 1 1 1 1 1 I r I I I tit rt R F OUD E LV - 81.50 1 I / I I I - ` � � - _ � � � I To ``\ R - CLEAN OUT \ \ - - ii av Oo 0o ao I Q + + TIT I EL VATIOINI + I I 1 I 1 I i 1 III I 1 i I l • 1 -- \ I \ •-•- 88 4.02 \ \ I I I 1 I l I 11 I I I _ $ 84.50 TOR - I � M I � 18 e 6/ � 0 1 % 1 I t � HOLEY MOLEY SAYS \ \TOR - 884.50 _ \\ 884.5 \ m m 11� + r I r r I I I I I I I I I I/ I 1 I IIII / 'DIG SAFELY" C i \ _ _ _ INV. = 880.06 \ 1 I I 1 I I I t, - I�iV. - 880.59 I ` I 1 1 1 I 1 1 I I I I 1 1 1 / I I i I I I .... - \ -- __ - - - \ I QQ I I I I I I I // I I I ; l 1 I r I I I I I I/ ' 1 \ \ _ GRAD /I 1 C''I I + I I I 1 1 1+ 11 / I /!/ I 1 1 1 / I I ! I I / o ` \ BREAK 1 I I I I I I II + I I I 1/ I I II 11 / I 1 I III I I I I I .� '='� \ i I \ \ I I I+ 1 I 1 + f t I I I j I I 1 I I / I `� \ 84.02 84.02 84.02 \ i \ ,� I l I I I 1 1 t 1 1 1 1 I l 1 I I I I II I I I I I I I 1 \\ I I RD -2 ` .\ I \/ ` - -` _-. r I 1 I�1 I I I I I / 1 I 1 1 1 1 I I I I I I --- -" 1 \ ( i \ 1 �,- \ ++ I� 1 1 I I I I / I I l I I I \ 884 \ - . -__� J___- Il I I +! I l 1 / l I I I I I / 1 1 / I I I I \ \ I I 884 884 _ 11 I I I I I I I 11 I I I I, I j l I I I I I I I R 1 INV. = 879.85 co + I I I I+ 1 r / I I l I i \ 0 to \ CLEAN UT I I + I I I / I I / l 1 / I I I TOR = 883.40 I\ I \ CLEAN U NCTI ON 107 T R 00 °° o m m 1t- <t• co co i d-1* I I I ! I I I I I I 1 1 1// I /% I I I I I 1 I // I I INV. i 83.fi0 �'' \ _ 0 884.02 co 0 0 00 t'7 L884.004 i 1 I I+ 1 t l I i 1 . 880.75 i = OZ - 884.02 M rM ao `�' M M M M I 1 i / I / \ 00 \ TOR 884. INV. = 880.52 Tito \\ 1 I I I I I � I 1 I 1 �/ ! Il I r I / / I / I / I I II \ I \ \ _ = 00 00 M N 0000 00 00 00 00 00 W 00 00 + + 1 + I I+ I I I l l I t I I l I/ I l , n t� n 1 883.6 \ _ _ _ _ _ _ -- _ _ _ \INV. 880.44 V. 880.02 00 00 00 00 00 W 00 co 00 00 ao I 00 00 1 1 I 1 + I 1 + J 1 / I 1 / I I I ITJ THE L.AW • ���� s a Z� := = = -- U� \ 00 00 I 11 1 1 + I I I 1 1 1/ / I/ I I l! I l I 1 1 1 1 CALL 2 WORKING DAYS BEFORE YOU DIG • � EAN O I-- tb \ TC 884.06 TC 883.95 TC 884.06 U U U U U U U U U U 1+ I j + I 1 I l I I I . � _ \ TC 883.62 8C 883.56 I- m f- m 0 ao m �-- m I U v 1 1 I I I � I I ; I // I I ! / 1/ I 1 I I I III '1 -800- 382 -5544 TOR = 883.30 SC 883.56 8C 883.45 U 0 I �- oo 1 I ) I I I I - I I l 1 I 1/ l ./ I I I CALL To FR i �� `883. 2_ _ �" m 1 mot• d- 1. I 1 1+ 1 I I\ I N l/ / I I I I I I i 1 1 ! PER INDIANA STATE W - -. ` 00 12" PVO ROOF DRAIN --ANV. = 879.46 _ ` co � �� 1 1 I 1 1 1 1 I (� I I I I l I I I l l I I I / I I I LA IC8 1 26. 8 ♦ ,�. u? O SLOPE . I _ ` I I I I of 100 / i I I I I I I I I/ I , \\ R IS AGAINST THE LAW To EXCAVATE / WITHOUT NOTIFYING THE UNDERGROUND ��j .1� I I 0000 I I 1 I+ , l• l I t I 1 t� N o0 00 N N o � I \ I 000 000 I I I ! i I 1 + I ' li / I I ' I / / I % ; I / \ \` 1 \ % LOCATION SERVICE TWO (2) WORKING NN a0m co I \ m 00 JUNCTION 1 C16 ( 1 I N p I I I . ► I+ I j I I I t Il 11 / I/ // I// �\ \\ � DAYS BEFORE COMMENCING WORK. M N LL W TC 883.50 sn i U o0 1 1 1 1 1 I 1 1 I l / l I to a0 Oo U U 00 00 TC TOR = 883.30 O n- 8C 88 \ rn 1; `- m 00 m ° I I+ I I I I I I I vo I I I I I! l l l l I l , r \ \\ • I- m 00 883.50 I O d- d- It d- I M to 7 ap 1 1 1 1 1 I\ I I/ I I I I I 1 t I I; I/ \ \ \\ ` N N U 3.00 I INV. =$ av r) M Oo I 1 l I I I I I l l // I /� \ 00 j o0 U \ r•• T_ . . �� I 1 1 1 1! I I. 00 I I I/ I 1/ I I I I I I _\\ 1\ 1 i 0.7 00 U n M M I 1 1 1 1 1 I I I 1 I / / / I / . I !- m U M 'C M M � `'LJ CO 00 O � � "y � I ( 1+ I + I I t I + 1 1 11 / 1/ 1 � 1 1 �I 1/ I 1 1 J ) I I I � Kim rnrn 0000 0000 o�n UU to ,► �, I I I I 1 I I( I I I/ l / I 1 1 I II/ 1/ I / UTILITY STATEMENT. o0 00 0D M 00 U I V "t ro F"` Cn / r `` M to � i 1 1 I I I I I 1 1 I I 1/ I / l l I ! l III I/ 1 I 1 1 1 1 1 I I \ 00 °° \ U m m 00 00 �0 -10 I I I+ I+ I 1 I + l / I I I / l 1 1/ 1 1/ 1/ l I THE UNDERGROUND UTILITIES H an ao ro I-- 0. G 0 0 11 1 1 1 1 1 1 1 I I I , l 1 1 1/ 1 1 1, / I I / 1 1 1 / SOWN HAVE BEEN LOCATED FROM FIELD . / I N N U U ` tai tai 0°0 000 0 m I �' \ 1 , �., Q I I I j I I I I I I 1 I'/ I I l/ l/ l. l I / l / I, I I SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEY 00 0 R MAKES \ INN •-- t0 00 00 � r H m � � 1 d' d' 1 1 1 1 1 I + 1 I I I / I l / l I 1/ 1 / t I �l NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL ^ co V•- I ^ . E, �- cn d I II I I I I I 1 I I I I / I I I, I I /l / / I I \ I M N t� 00 _1 \ f- [D \ tL 00 00 I I + 1 I 1 / / / / /? O M M a0 00 i l I I I I I / I I I/ I/ / I I I l / SUCH UTILITIES IN THE AREA EITHER ER IN SERVICE OR ABANDONED THE \ �__ 00 co � Ci "1 OR 00 00 Q N N �U p Q_ i \ �__ � - -o -n I I I i j I i I / /l / I / i Il I ll Il / I l S U RVEYO R O O 00 00 1 1 1 1 I+ / l I / 1 1 1/ / 1 FURTHER DOES NOT WARRANT THAT THE � �••� Oo � a0 M N �' �- � � m � 00 °Q I l I � l U oERGROU N D t 00 00 r .- co op .--EL' _ _ X 0 0 I �✓ � 1 I I I I I I I 1 1 // ! I I I // 1 1 I l 1 I I // w � * z U V_ d• vy a0 00 U m o M N ' \ �"--� I - 1-1 Ln � U 0° + I I I 1 I 1 I f 1 + I I / 1 / / 1 / l / l l , 1 / l / l r- l UTILITIES SHAWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH Z -, U m * U I- * d- 00 00 D.. \ Q., t/) \ 'd' Z - d- M � , � m I I I I 1 I t I 1 / ! I / 1 , I / 1 /00 / A Q. z' W �. �-- o � � � m � N � � r N 00 00 � \ U / �, N � \ Q - • • �'- o � 1 1 I I I I I I + I I 1 I / / 1 I l / l l / l 1 / 1 / 1 / I � I � , THE .SURVEYOR DOES .CERTIFY THAT THEY ARE LOCATED AS ACCURATELY --� - � O Z � 1 ��Oo c� 00 °° U V � cn oo v � � I • �- \ t.I I-- � - a d- d. to N o o + I 1 � I 1 I , i l , l , / / , 1 / / / l 1 / 1 � I , AS �... co O0 00 f-. m ,� co 00 0 v - �- av �. (D o z I- p., _ Q - 1 I 1 1 1 I / / / POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT /// Imo// 00 oo I` d- � . + 1 I I Le) 1 I I I l / l l l / l / I I , l l / , PHYSICALLY LOCATED THE UNDERGR �" � U o �- � � 1 a0 Il I o � N d- co Oo 0o t- m ;�. Z � �. z °- �y ul 1 � r� � � � \ w �� � o � i r I � I /I 1 / / / I / � I I/ 11 / I 11 OUND UTILITIES. � U � 00 1� � \ r �,., / � OO �p � t� \ J .�W to � f � � O . \ 1 1 I I I 1 C� I I 1 1 I / / / / / / / I / / / / 1 Z to 00 II 0010T �_ I 11 ITt I I I // 1/ // l I I I/ I I/ I/ ! l/, IIIIIIIIIIIIIIIIIIIIIIIII 3 4 5 6 7 8 i / I , , / /� 11 9 10 11 12 13 14 15 16 DWN BY: MT CHKD. BY: ACH SCALE: 1 " =30' -_ DATE: 09/20/2005 1 - I � i 1 . , . u I 11 .} . 4 { .. i I < . I IIIII I . . ! ,. 11 0 , I < � - I . I . -s D I , � `- .. I ! , I ; - �_ i k . � � 1. :�- z < � _.. Q < I . 4 1 . � I ...� z , � - �, u Sam== w .. ...r I . " S ..... _... , % % It. I .< U I 0 % i. . ; .. I a � � I - . ....r G . , t S. - �".. cla I J W .n - - - uj w- . - � - --� � t.,l..l ce 000'r I . . �� Q IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm� FIIIIIIIIIIIIIIIIIIIIIIIl u . I I T. ` � I I 4< Cn i I . 2 u, t 1� . _. Z ; . . . ! - z I 11 - . I - I I 0 cr) 1=2== - . I �; � .y � �.. (3) - ! _. I . i . um! I < - i . . 0 - _1 . '� Lu I _ .. __ -1 u . k _ i � Z) .11 i t . - 2 i I Z t 0 i j 1. . . i PROJECT NUMBER I ..L _ • 1 _; . : ", 71 - i . - � - - - 4 r. DESIGN PHASE � - 1- t _. CONSTRUCTION , i PLAN NUMBER = i- I � I . . 6:z% 1 ; � ®- p -, I - __ - - . -. - 4 , _ , - SHEET OF .3 _ __ .. • . - - � _. - I . . , . M L 21 J H G F E 1 C 1 2 3 4 5 fi i I 7 8 9 10 11 12 13 14 NON _ / °� o... ` INLET 114 `_ - -� ° °Q �� .• -p-R- TYPE Q t0 o I . p . - MANHOLE / - -- -- \ `. \ ` \ 18g / \ - , 00 R = 88 .5 a' - - - -- , ` ` � ° °o e . \ . 11 \ with 2y373 171 SF I I I , , .. . * \ b. ' r`� \� �\ O ` \ `. \ o I 874.06 1 1 , , \ °o \ • • \ \ 1 p p b NEEN '-3110 \ \ �� 1-1 \ . 1%. \ Finish I 11\ N% . 1 Floor Elevation _ , , ��p \ 0 9 d' z o_ 6� / / / - - (�A� L\G`€�AS` `�WAM1�� 0 \ / / \� \ \ \\ % \ I v / `� / / / / \ \ \ \ \ \ L - � I �' !a, �� 3 / / / - Ei�10� S�ECTtOi�� 1 \1 ' ��� ��\ �% ° \ / ° > to to I /' /' 10 ' � ' ' /' -ENV, N E `� "$���4:Op `\ \ `� � \ \ 11 W z 0 O / o / y �"^ \ \ CY � \� \ � \ \� \ \ \ !! J Q n 00 o, to l J i / !S4 , I / �/� ~• � \ 4 \ .� \ 61 ` \ \ \ \ \ \ \ 1 4 ! ;�iffe o 000 0000 / F/! / / ` �j\� \`\ \\ \\\ o \ \ / '� N p 0o 00 0000 / / ! ! 1 / / I I l / / / `� •� \6,6) \ \ &( \\ \ \ \\\ \ \ \ o \ \ \ ! ! ! / \ C� \ \ \ I I ! 1 / \ \ \ \0 \ \ \ \ \ \ 1 \` / W U VU I I i ! I 1 I I I ! I ,J / / \ \ "\> \ \ \ \ \\ \ \ \ -- \ / F--m F- (33 i t I I I I 1 / I I ! / , �\ �\ `.� \ \\ \ \� \\ \ \ \ \ \ \ \ ' Z 1 1 , I I ( i /I r i I ( ! \ \ \ `� \ ` \ \ \ \ \ \\ \\ \ e Q\ ! I 1 I 1 I ' f I � \ \ � \ \ \ \ \ \ \ 9� \ \ I t 1 ! i r \ \ "-% \ �' \ o INLET 108 IIIII 1 r I \ \ \ ,�S \\ \ \ \ \�- ! GRADE t \\ \ \\ \, �� k \ � , - 13REFK `' I Ili IIII I I t \ \ \ \ \\ \\ \ t \Y \ 1 \ �� I TOR = 884.00 00 I II► I11I I t ,I \\ \ . \ \ \\ \`\ �l\ \ • \ \ 1 INV. NE = 880.40 i� I I I I , ` \ \ `• \ \ \ \ � \ \ _ I I i 1 RE1'A�NING I I `\ ` \ \ \ \ ` \ \ \y \ \ t INV. SW = 880.30 I i 1 1 i r 1 1\ `� '' f, d- ov 00 I Ll di I I i I 1 I 1 ( ( ' ` `\ \\ \ \ 1 \ \ \ \ i ' \ \ 00 I P�c1� +I L I I i IIrI \ \�\\ \\ �\ �! >> \ \i 11\ \ ` / 1 ate-- I I 1 I 1 1 i I 1\ \\ \ \ \/ i > 1 1 1 i\ 1 / t , a� R, 18 .130 >� j 1 1 1 1 1\ '\ \\ I I I < \ I 1 1 \ / I I 1 \ l , 'i I I i I . ` \� / a. i I \}�.`.1/jtMj(.`.�.I 4 l 741, 9 i E TA I E N E1 CI l I I I I I i I i I I I I I \ p 1 r`J +^ !' 1 I I\ / p \ EN'Ak �- 110 ► I r�l y q7j.1 b \v i 1 I III + I I \ � , 1 - i i I I I { I I I I . � 41 col I I I 1 11 \� I i I i \ �, / \ M i, I is 1 / 1 1 1 1 1 1 , 1 11 I( I i I I 1 I I I I I I \ � \ oo I 11,1E 12i , HDP I i I I I I I I I I `\ \ `� ` \ 1 1 11 l 0 0+ I � P OVIQE� 1 1 � � 1 1 1 � + I j I; 1 1 j ► j I j+ 1 1 1 � SO0 ► I I \ I I I I I I R, PRAR I I I f 1 I i i I I I 1 1 1 1 I I I I I \ -- -- '1 .�_ `\ _ IIi I �HUTEr I I i I I I' I I I i i I i i I I I I i I I \ 11 I I I I OQ I I I I I I 1 ( I I I i t I I I t I I l I I I I 1 1 1 1! ``� -,'1 ��� 1 -��� \ 1 1 I I I I I I , I ! i� I I I i E D Sk .10N 1� I i 1 �� `� \ � I I I I i i I I I I 1 1 I i / I I/ I I I I I I / �.\ 1-1 1 1 I I I 00 , I i t; I�IV. N I i�7j 0 1 1 / I' 1 1 1 t 1 I I I r/ 1 I I 1� I I 1 Il I 1 �\ ��` _ / I i I I I I I I I I i, Ii , I/ 1! I I I I I I I I' \ I � � RD 4 \ , , 100, I 1 I I 1 I I i / 1 1 � t l f I I.�� `� � \ - \ CLEAN T I I I I I I I I I i f I i I I I i ' i r J l I I I I 1 1 i i , i t' I \ \ TOR - 884.50 \ TOR = 4.1 0 o to to 1 E I I I I I ►,+ 1 i 1 �OND +E 1 1 1 1r I/ I I I i � I l t 1 1 1 1 ' i ,-' � � ` , .�u � \ INV. = 880.67 \ _ 8 2 � � o to ;CL � I =1 / I , I i / l I ' l � i \ 11� I 1001 0 1lA POOL 74. 0J 1 1 / r 1 1 - - \ \ INV. - 78.82 d- M mot- r� I i I J , / I 1 i I / I / ! - -.� o 0 0 0 1 w I I b Y R F 00D E E�/ =1 0,81. �0 , / / ! / / / / ' ~-- 1 I \ 00 00 00 00 11 11 1 1 I! I i I ' I / i I I// _- r -_ I 117 \\ R _3 CLEAN 0 T \\ \ 1 Q iTp4 ELVATiaN� 18E��0/ I,! l I J Il 1 I I // I \ I \TOR = 884.50 184.50 TOR - 884.02 \ \ U � V-) I I I i I I 1 1 I it I/ l 1 l l l l I 1! I ! I l l \ 884.5 \ I- m �-- m 11 1 I 1 1 1 / / 1 I 1! I l / I'll I I \ - _ - \INV. _ 880.59 INV. - 880.06 \ \ I 1 I I I i 1 / ' ' I J { I ! ! I 1 i I ' f 101* 0 �' , - - -- -- - \ I a I 1 I i 1 1 1 1 1 '/1 /,' ' i 1 I' l ! l J I 1 1, ll f \ I \ \ GR%�i. E_ - I I I r I I 1 I 1 1 I J J 1 I I i I J t 1 J i I I, / ____ \ --- I - - - ---- - - \ BREAK ' r 1 ' I 1 1 1 i I i I I I ►/ I J' l/ ,�1 / /l / I ,' I/ I l' / 1 / `\ i I 84.02 84.02 `\ I `\ r___ � I I I 1 1 1 1 1 I i I I i ,, l/ I l l I I! i l -J I I r �.-- 1 ` I ( RD -2 \ 84.02 \ I \' _ `' , I I r I� I I I I I i I /,, 1 1/!, J J J 1 1, l I , 1 -- 8$4 \ I i \ )I / __� ,,r� -.\ I 1 I i1� I I i I / ! I / , , I ! , l l / l , II , l \ 1. \ 884 884 ~ ` 1 - ." \ I I I I I + r I I I I I I / / !! ' i I ! ' , ' , ' I , l RD -1 \\ i I INV.- =- 879.85 Co io _ 1 I 1 i 1 I f I i 11 �/ J J ,! I i I l/ I /// \ TOR = 883.40 1 I o to \\ CLEAN OUT 107 CLEAN OUT a0 00 to w 00 00 + -t- o° i mot- mot- `\ i I I I I I I I I I i I 1 ,/ I l/ I! I J J I' l l, l I \ I NCTION I ! , / / � \ 4M \ . TOR = 884.02 w ao oto Ww- aoM QM 00� 884.0 \ I I I I I + I + I / J l i 1 / l INV. - 880.75 i I 83.60 00 \ TOR = 884.02 = 884.02 �M Moo .+tai I I I ++ I I I 1 1� / / ' I 0 I I l I ' / ! / 1 0o INV. = 880.52 M M M �' M M I i t i- t I , I% ! ! l \ \ = 00 00 M N 00 00 0000 0 00 a0 w 00 co \ + I I ( I , 1 I I � I 1 I / ! ! / ! / l I l 001- 1 883.6 \ ` - - -- - - - � � = � - \INV. 880.44 8$0.02 CO 00 00 o 0000 00 ao 0a c0 0000 I I I i I 1 1 / l l ! I I ! U I a0 0o I I 1 1 1 I I 1 I/ I l l l I /, I/ \ 00 00 I t I I 1 1 / I l i • • Q'� '� �° • „ CAN T I- to TC 884.06 I I I ( I I ! / 1 / I l / l J ! ! \\ TC 883.62 TC $84.06 TC 883.95 BC 883.56 m U v �% 0 0 m I U V I 11 I i I I / ' i I l I' l/ l TOR = 8$3,30 BC 883.56 BC 883.45 r V V �-- m I- m I-- m I I I 1 - I I I /! ! �� �- F- m I �� `•� � I I I I I I I t 1� I � I I I ! l � I � l' I I I 0 0 12 PVQ ROOF DRAIN .INV. = 879.46 1 8G -883.x.2_ i mot- v- � � 1 i 1 i , i� l l / � ! I I I 1 ( �� tnO ® �� I � �` \ � �� � + I I 1 I 1+ I 1� I W l I ! 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I II / i / l cn cn o0 00 \ o o t 00 I-" 100 `- . c c�� � i (/ � , ! I ! t J I / ( 1 1 � \ e t°n tri 0000 \ o Ln ! LO -It /' I ! INLET 122\ \ 0) m j o0 0000 .+ a . rn rn t--cII t J I ! !/ II /I /I / /I ! 1 /l I 00 00 '� \ to � l d- d- a0 00 ^ t M M M M / / cn rn tp r- d: rn ! 1 I l I l / ' ! l I 1 i p \ m U v 0o n I 00 00 0o M 5 . cn . CD to o M 00 I (0 co . TYP E M I N L I v mod- / / ! / J ! ! ! RA I NAG E AND m to to 00 00 ! LO to a0 co 86 cot - I cD to rn o co cD Co (6 o ,O- I co to / to to T _ _ -I V 000 0`0 ' / ! I 1 ! I I ! I I I1 I lI l l U U 00 Oo 885 I v v a0 0o I 00 0o co � • : co 00 00 00 00 I o 0o OR - $83.74 Coo I ao 00 885 / ! 6 / l I I ! / ! ! / I EGRESS EASEMENT �, m I C U ! 00 a0 �,., ao 00 a0 I 0000 ° ° cD ui 00 00 . 00 00 i 00 00 / 00 I NV. W 88 .74 U / / I' o / l / l l ! ! l I / I to (U I- m i c� V v I U °° °° 0000 a°0v v U v ! U V U I- m � m !III l/ I I ! 1 / I I o I- m i I L- m 1- am I 1- m 00 00 I- m m 111- ao / U m 885 RADE �B , / / ! ! 00 00 I ! I , - / / , , EN Std /i 23 / / \ 1 ! i p m I(-'0D I / - -- - o ' /i� L/ 78.241 ! ' -- •1• ` _ / -. / O / / / / / / . -' CURB INLET `- - ,' - 885 �� /PR ViDE /�I�,CP/ / / OR = 884.9 1 � `" - _ - � _ �' -- - - - - -- � / TC $85.59 .�- r r � ' ; � // / /�/ // /` /` // I' / /' /' -� RADE BREAK � BC 885.19 � 884 85.25 a °/ /' / // `/ // / i/ / INV r � - 880.79 - a � _ r or � / , � / // /// ME 885.50 RADE BREAK ME 885.45 � ME 885.50 ME 886.50 �____�.,- _ _ - _. ..�___ -- �.----- ------ --- - - ---_ _.__r. k,-- - r�' 0 779 q� / / /'' //` // ., / / \ _ -_ -- __- -___ -- �C- r - / / / ME 885.00 �� ME 884.95 � ME 885.00 ME 886.00 � \ '/'� _ �. _ - 885_58 - _ _ _ �. _ .� _ �$4 � �" _.-- �" � ' ' // // / � 1__._..._....... ...- .- .- ,..�.�..._. ----S_ ,T_..�..__._.- .�---- ..,_.. _..�.._-a. _ �. - �� `o ME 886.40 `� '/ / _ _ _ - _ _ _ C - 5:0$ - _ - - - - - - - - - .�. - 8 �C^ �83�7� r _ _ � / 881 $2 ,' ,' , � / / 11 R`y ;.- " 7 i * y t ? t t ` t t ' t ` t ' ' t } t: L , . t t, tit . t , ; t , t tt t i tt ,i t ti,. _ - _ _ _ _ _ �. �- i11 ^ \ () ' ,t 4, i i ti ,i �^^� t ? i t - Z ` �`�t"' t t t t a �' "}"i , ` , ; , r ..�. fi �i `'. \ tea- i / / / / / c t- I tt tt' tt, ,tit \\ : ,4 `t �` ,it t.\ ,it '' ' i t , ' t'' ! �t ?t : ti'ti1 :� \? \; , t , t ME 885 90 / / / -- _- _ - _ - - - - - -- -- - - - -- -- - \- - _ _ / / �{... � / � ,-•« '?, i � i t i ti ti, , t ., i t i t t ,, ,� ; t t !\ t t t t� l t � � i t\ t t t t , +� i, } t t i s }► ' i i tl 1'. • � / `� J .._ j t-r �'T t t t ► t t . , t . t ' l , , t i t ,L- / ! / / / - - �, - -- -- - - - - ���tt,? \tR�,��t t,t,,tt�,�,� , \�,�,�, \ \t,tti�,., ,i,t{,t�tZt ,� \t•,? i \ ?1,�i \. \tt, it,,-, '11 \ H.P< ----- - -- -___ -- 1-62 -- 30 _ - - _ - J ,' ; ' e r"'t_i , a..tt T+ �- ,. t . a_ LTi- a=-�= } .�.s�.� , 3 r. t . },�,�it t r + `=T :. y t t e t t� i-a-- - - - - - \ ' / / / / / / ": / t \ �-,- I...,:ilt itt. i' i t, t. ii.t � it:�'ii�t i��, t ttt � ti. � ,t t' t t.ii,' i i� • "�' l ittt,�l, i � ,i ,! t 2i't, a t i' : ti t F , t t �, < t Q'_�Q��� -Q - / / r i t t ,, ,_ t t , , i t t t } t t , l ,� .t } it t t ► i•t t , t ► �, , , r ^* \ t i t , t . t �4 t t t `, t ? t ?> i `tf \ \ \ \ - CT" - - Ob CI-'_T Ob O�� i` - _ i _ -7' / _ rr + «r (y Y, L= yr,'i °� 1\ ,` �t`,'t,4i Fttt l t'i\ �i�tt`t: \ %,t�ttSt;,t,�lt t \t'' it i }, ?� ii�:i1? i,� \` Liti,. };.jt tit.i't''1't�- .'t }i�.tt:t, 11,1,1 \ii :ti,i'tiI. .tt,� j'i �.� -F>/ C (/�� �- '.. _ / / j « ..............._,....�..._.. ... ..,. . . / �. Y . ^ l *, , t l ! 1 ti t, • ? , , 1 t ! , tit t t t l ?� , i it : i t, , t t t4t� t , < i i t ?, i ; i } t! ?, �t t t 1 t t t � } i t � t 1 t ti t F t - . 1 (IIII 1 1 1 '((1 y t t � t � i t, l t ; ; tt i{ I � �• } tt t S \ " \ Q 'C/ LVP _ _ - .--1.1 ` ` � « _ .. .s-- .«,......,..............,..+r.. ..a t : , 1_, .a, .} } k 1 l.t i.a _} ._l ..,+ ? ( 4 t t t t , t , , , t \ f�� �] L a t..._1 t i..,, ,_ « t l }, a t . a .. Y .a l 1. } .a k t. a } t t l , 1. _,t i ] 1.a 010:..0. tom �a t l > l t t l # 3 - .. - s� , ?.�..1.,.,..r.-i. } 1..>.l,.t..a L \ _ b d 0 TC ` � V"i`r�Li 4 - - _ � � O�. f 00 f, � / \ / 11 CURB INLET �\ - - 885:71 - - _ _ _ �3- \ E \ � ,- _ BG - 884.9 -7- _ _ -- - - -- _ _ - `9 �;5�� ,.�... ----� c0 - � �' � ..'/ / / . / ---- -__- -- _ -- - - -- _ ____ �_ , / II OR = 884.9 \ \ \�__ - - - - - ---- -- - - -- _ -` -__- -- - , \� _ / INV = 880.63 8' UTILITY ESM'T�, 43 \ �-_-- --- __ - __- _��__ ________ _________ __ - -- - ----- ______- --- --- _ $83 1� _- ____ =:�� -- - - --_ - .-. �y �- r�� �= ��� r ..�. ..�w� �� �.� ...��� r w.w �� 6� �..�.� �W .ter 0000 QrW w��. 4.� � �0. -r _. � � dm . - . . \ � �.� �w �.m d . � � -�. -- w �.�w _. � ...�� �„+r'� ` -f.i '.� r �.���� -� �._- -� 1- �.. 11 /��/ / / /ll� 24" RCP 24" RCP ~ ` � *,_ Qom, / STRUCTURE Z 1 /r f f 28 LF - ",- INLET 1.24 /' '4+ y �[^'t'1r. 1 �#DPE I B Ill I I ' A MT - -� to O . O to . . �V SPOT 0000 ao PROPOSED to O to O U CONTOUR � � 000 to O to O INLET _ _ � � GRADE BREAK to 00 00 M FLOWLINE � PROPOSED STORM SEWER W, 0 u , w QQ ao 00 �Q v � E=2=2= oc = - Q U 0 NNNNNNNN' 00 00 0000 0o 00 � U� o1 ca J" 0000 o 0000 0o 00 $ 2 rmo / CO Co Co a0 0o 0000 I U N ao 00 00 . U'- co 00 ov 00 = \ ° �. I Hm U 1 \ V m I -.. � Um 1< um! VU ( 1 ��'I 1 �- 2 1U -m . I- I- CD 05 -171 -",z --- �-- CD - I- m DESIGN PHASE . - CONSTRUCTION I----- � � c m I . .1 . . SHEET 13 1 . OF 1= I N N. N h tD .- 00 CO N � N � a0 00 00 M d0 a0 00 t70 00 00 I , 1 ! ! W/ ! ! 1 I 1 ! ! i ! ! I ,/ to d to tri t a 00 00 tri to d4 00 00 • • a to to O to 0 o . © i I ! J 1 t l , J I / I / l Cj- I II I I i ,, / d- .* mot- mot- to � •f • - 44 Li � 4 1 1 1 � I ! 1 I I ! ! l � ! ! ! l ! / 00 00 00 Co 00 00 0a 00 00 0© 00 00 00 CO 00 00 I / 1 I ! / I m 00 00 U 00 00 00 Q 00 a0 00 °0 00 c U 00 00 °D 0o U 0000 I a'' l I ! 1/ , !! / l i ! / c o , 1 I I I lI �U UV VU ' UU UU UU UV U V z p , ' l 1 11110! I I I / // Ii I' I l , I ,I i l .. F- m _ I- m -. -1-1 H' °° I- °° I- °° H °° m I-- IU- �- IV- m m \ 1 I I ' I I , I I Oi l I ! / I ' ! I i ! I ! Ivv ) \/ I QO 00 \ \ \ / I i j i ) ` 1 ! I 1, I I ' I ! / I ! ' ! l I / I I , � ! \ I r I I, I ! I i \ I ' i I / I l I l! I I i I ! l�l I I \ _ \ I I I � 1-/ I ! I 0 1+ ,/ 1i l l I i !! III l \ 1 \\ i /I /I 1 I / � i otn rn I1 I I I ' 1/,'ll ! /l l' l ! \ \ I \ ,' \ \ ttL . . 1 I I / I J 1 I ! / 1 / , I l (m (3) \ 1 1 1 I � to TC $85.44 o \ I , i 8 j �/ \ rnrn �ov ao�o I I I,'I �;, 1; IIII ! 1, 1, l,'I l \ tri 6 8C 884.94 \ i /' I 8S � \ I � 00, \ r 1 i 1 , ` Id / / / I I ! I II / i / l cn cn o0 00 \ o o t 00 I-" 100 `- . c c�� � i (/ � , ! I ! t J I / ( 1 1 � \ e t°n tri 0000 \ o Ln ! LO -It /' I ! INLET 122\ \ 0) m j o0 0000 .+ a . rn rn t--cII t J I ! !/ II /I /I / /I ! 1 /l I 00 00 '� \ to � l d- d- a0 00 ^ t M M M M / / cn rn tp r- d: rn ! 1 I l I l / ' ! l I 1 i p \ m U v 0o n I 00 00 0o M 5 . cn . CD to o M 00 I (0 co . TYP E M I N L I v mod- / / ! / J ! ! ! RA I NAG E AND m to to 00 00 ! LO to a0 co 86 cot - I cD to rn o co cD Co (6 o ,O- I co to / to to T _ _ -I V 000 0`0 ' / ! I 1 ! I I ! I I I1 I lI l l U U 00 Oo 885 I v v a0 0o I 00 0o co � • : co 00 00 00 00 I o 0o OR - $83.74 Coo I ao 00 885 / ! 6 / l I I ! / ! ! / I EGRESS EASEMENT �, m I C U ! 00 a0 �,., ao 00 a0 I 0000 ° ° cD ui 00 00 . 00 00 i 00 00 / 00 I NV. W 88 .74 U / / I' o / l / l l ! ! l I / I to (U I- m i c� V v I U °° °° 0000 a°0v v U v ! U V U I- m � m !III l/ I I ! 1 / I I o I- m i I L- m 1- am I 1- m 00 00 I- m m 111- ao / U m 885 RADE �B , / / ! ! 00 00 I ! I , - / / , , EN Std /i 23 / / \ 1 ! i p m I(-'0D I / - -- - o ' /i� L/ 78.241 ! ' -- •1• ` _ / -. / O / / / / / / . -' CURB INLET `- - ,' - 885 �� /PR ViDE /�I�,CP/ / / OR = 884.9 1 � `" - _ - � _ �' -- - - - - -- � / TC $85.59 .�- r r � ' ; � // / /�/ // /` /` // I' / /' /' -� RADE BREAK � BC 885.19 � 884 85.25 a °/ /' / // `/ // / i/ / INV r � - 880.79 - a � _ r or � / , � / // /// ME 885.50 RADE BREAK ME 885.45 � ME 885.50 ME 886.50 �____�.,- _ _ - _. ..�___ -- �.----- ------ --- - - ---_ _.__r. k,-- - r�' 0 779 q� / / /'' //` // ., / / \ _ -_ -- __- -___ -- �C- r - / / / ME 885.00 �� ME 884.95 � ME 885.00 ME 886.00 � \ '/'� _ �. _ - 885_58 - _ _ _ �. _ .� _ �$4 � �" _.-- �" � ' ' // // / � 1__._..._....... ...- .- .- ,..�.�..._. ----S_ ,T_..�..__._.- .�---- ..,_.. _..�.._-a. _ �. - �� `o ME 886.40 `� '/ / _ _ _ - _ _ _ C - 5:0$ - _ - - - - - - - - - .�. - 8 �C^ �83�7� r _ _ � / 881 $2 ,' ,' , � / / 11 R`y ;.- " 7 i * y t ? t t ` t t ' t ` t ' ' t } t: L , . t t, tit . t , ; t , t tt t i tt ,i t ti,. _ - _ _ _ _ _ �. �- i11 ^ \ () ' ,t 4, i i ti ,i �^^� t ? i t - Z ` �`�t"' t t t t a �' "}"i , ` , ; , r ..�. fi �i `'. \ tea- i / / / / / c t- I tt tt' tt, ,tit \\ : ,4 `t �` ,it t.\ ,it '' ' i t , ' t'' ! �t ?t : ti'ti1 :� \? \; , t , t ME 885 90 / / / -- _- _ - _ - - - - - -- -- - - - -- -- - \- - _ _ / / �{... � / � ,-•« '?, i � i t i ti ti, , t ., i t i t t ,, ,� ; t t !\ t t t t� l t � � i t\ t t t t , +� i, } t t i s }► ' i i tl 1'. • � / `� J .._ j t-r �'T t t t ► t t . , t . t ' l , , t i t ,L- / ! / / / - - �, - -- -- - - - - ���tt,? \tR�,��t t,t,,tt�,�,� , \�,�,�, \ \t,tti�,., ,i,t{,t�tZt ,� \t•,? i \ ?1,�i \. \tt, it,,-, '11 \ H.P< ----- - -- -___ -- 1-62 -- 30 _ - - _ - J ,' ; ' e r"'t_i , a..tt T+ �- ,. t . a_ LTi- a=-�= } .�.s�.� , 3 r. t . },�,�it t r + `=T :. y t t e t t� i-a-- - - - - - \ ' / / / / / / ": / t \ �-,- I...,:ilt itt. i' i t, t. ii.t � it:�'ii�t i��, t ttt � ti. � ,t t' t t.ii,' i i� • "�' l ittt,�l, i � ,i ,! t 2i't, a t i' : ti t F , t t �, < t Q'_�Q��� -Q - / / r i t t ,, ,_ t t , , i t t t } t t , l ,� .t } it t t ► i•t t , t ► �, , , r ^* \ t i t , t . t �4 t t t `, t ? t ?> i `tf \ \ \ \ - CT" - - Ob CI-'_T Ob O�� i` - _ i _ -7' / _ rr + «r (y Y, L= yr,'i °� 1\ ,` �t`,'t,4i Fttt l t'i\ �i�tt`t: \ %,t�ttSt;,t,�lt t \t'' it i }, ?� ii�:i1? i,� \` Liti,. };.jt tit.i't''1't�- .'t }i�.tt:t, 11,1,1 \ii :ti,i'tiI. .tt,� j'i �.� -F>/ C (/�� �- '.. _ / / j « ..............._,....�..._.. ... ..,. . . / �. Y . ^ l *, , t l ! 1 ti t, • ? , , 1 t ! , tit t t t l ?� , i it : i t, , t t t4t� t , < i i t ?, i ; i } t! ?, �t t t 1 t t t � } i t � t 1 t ti t F t - . 1 (IIII 1 1 1 '((1 y t t � t � i t, l t ; ; tt i{ I � �• } tt t S \ " \ Q 'C/ LVP _ _ - .--1.1 ` ` � « _ .. .s-- .«,......,..............,..+r.. ..a t : , 1_, .a, .} } k 1 l.t i.a _} ._l ..,+ ? ( 4 t t t t , t , , , t \ f�� �] L a t..._1 t i..,, ,_ « t l }, a t . a .. Y .a l 1. } .a k t. a } t t l , 1. _,t i ] 1.a 010:..0. tom �a t l > l t t l # 3 - .. - s� , ?.�..1.,.,..r.-i. } 1..>.l,.t..a L \ _ b d 0 TC ` � V"i`r�Li 4 - - _ � � O�. f 00 f, � / \ / 11 CURB INLET �\ - - 885:71 - - _ _ _ �3- \ E \ � ,- _ BG - 884.9 -7- _ _ -- - - -- _ _ - `9 �;5�� ,.�... ----� c0 - � �' � ..'/ / / . / ---- -__- -- _ -- - - -- _ ____ �_ , / II OR = 884.9 \ \ \�__ - - - - - ---- -- - - -- _ -` -__- -- - , \� _ / INV = 880.63 8' UTILITY ESM'T�, 43 \ �-_-- --- __ - __- _��__ ________ _________ __ - -- - ----- ______- --- --- _ $83 1� _- ____ =:�� -- - - --_ - .-. �y �- r�� �= ��� r ..�. ..�w� �� �.� ...��� r w.w �� 6� �..�.� �W .ter 0000 QrW w��. 4.� � �0. -r _. � � dm . - . . \ � �.� �w �.m d . � � -�. -- w �.�w _. � ...�� �„+r'� ` -f.i '.� r �.���� -� �._- -� 1- �.. 11 /��/ / / /ll� 24" RCP 24" RCP ~ ` � *,_ Qom, / STRUCTURE Z 1 /r f f 28 LF - ",- INLET 1.24 /' '4+ y �[^'t'1r. 1 �#DPE I B Ill I I ' A MT - -� DESCRIPTION: aou.o �V SPOT -� PROPOSED a0 00 BEEHIVE INLET U CONTOUR eoo 000 ~ ca INLET _ _ IU- m GRADE BREAK N N. N h tD .- 00 CO N � N � a0 00 00 M d0 a0 00 t70 00 00 I , 1 ! ! W/ ! ! 1 I 1 ! ! i ! ! I ,/ to d to tri t a 00 00 tri to d4 00 00 • • a to to O to 0 o . © i I ! J 1 t l , J I / I / l Cj- I II I I i ,, / d- .* mot- mot- to � •f • - 44 Li � 4 1 1 1 � I ! 1 I I ! ! l � ! ! ! l ! / 00 00 00 Co 00 00 0a 00 00 0© 00 00 00 CO 00 00 I / 1 I ! / I m 00 00 U 00 00 00 Q 00 a0 00 °0 00 c U 00 00 °D 0o U 0000 I a'' l I ! 1/ , !! / l i ! / c o , 1 I I I lI �U UV VU ' UU UU UU UV U V z p , ' l 1 11110! I I I / // Ii I' I l , I ,I i l .. F- m _ I- m -. -1-1 H' °° I- °° I- °° H °° m I-- IU- �- IV- m m \ 1 I I ' I I , I I Oi l I ! / I ' ! I i ! I ! Ivv ) \/ I QO 00 \ \ \ / I i j i ) ` 1 ! I 1, I I ' I ! / I ! ' ! l I / I I , � ! \ I r I I, I ! I i \ I ' i I / I l I l! I I i I ! l�l I I \ _ \ I I I � 1-/ I ! I 0 1+ ,/ 1i l l I i !! III l \ 1 \\ i /I /I 1 I / � i otn rn I1 I I I ' 1/,'ll ! /l l' l ! \ \ I \ ,' \ \ ttL . . 1 I I / I J 1 I ! / 1 / , I l (m (3) \ 1 1 1 I � to TC $85.44 o \ I , i 8 j �/ \ rnrn �ov ao�o I I I,'I �;, 1; IIII ! 1, 1, l,'I l \ tri 6 8C 884.94 \ i /' I 8S � \ I � 00, \ r 1 i 1 , ` Id / / / I I ! I II / i / l cn cn o0 00 \ o o t 00 I-" 100 `- . c c�� � i (/ � , ! I ! t J I / ( 1 1 � \ e t°n tri 0000 \ o Ln ! LO -It /' I ! INLET 122\ \ 0) m j o0 0000 .+ a . rn rn t--cII t J I ! !/ II /I /I / /I ! 1 /l I 00 00 '� \ to � l d- d- a0 00 ^ t M M M M / / cn rn tp r- d: rn ! 1 I l I l / ' ! l I 1 i p \ m U v 0o n I 00 00 0o M 5 . cn . CD to o M 00 I (0 co . TYP E M I N L I v mod- / / ! / J ! ! ! RA I NAG E AND m to to 00 00 ! LO to a0 co 86 cot - I cD to rn o co cD Co (6 o ,O- I co to / to to T _ _ -I V 000 0`0 ' / ! I 1 ! I I ! I I I1 I lI l l U U 00 Oo 885 I v v a0 0o I 00 0o co � • : co 00 00 00 00 I o 0o OR - $83.74 Coo I ao 00 885 / ! 6 / l I I ! / ! ! / I EGRESS EASEMENT �, m I C U ! 00 a0 �,., ao 00 a0 I 0000 ° ° cD ui 00 00 . 00 00 i 00 00 / 00 I NV. W 88 .74 U / / I' o / l / l l ! ! l I / I to (U I- m i c� V v I U °° °° 0000 a°0v v U v ! U V U I- m � m !III l/ I I ! 1 / I I o I- m i I L- m 1- am I 1- m 00 00 I- m m 111- ao / U m 885 RADE �B , / / ! ! 00 00 I ! I , - / / , , EN Std /i 23 / / \ 1 ! i p m I(-'0D I / - -- - o ' /i� L/ 78.241 ! ' -- •1• ` _ / -. / O / / / / / / . -' CURB INLET `- - ,' - 885 �� /PR ViDE /�I�,CP/ / / OR = 884.9 1 � `" - _ - � _ �' -- - - - - -- � / TC $85.59 .�- r r � ' ; � // / /�/ // /` /` // I' / /' /' -� RADE BREAK � BC 885.19 � 884 85.25 a °/ /' / // `/ // / i/ / INV r � - 880.79 - a � _ r or � / , � / // /// ME 885.50 RADE BREAK ME 885.45 � ME 885.50 ME 886.50 �____�.,- _ _ - _. ..�___ -- �.----- ------ --- - - ---_ _.__r. k,-- - r�' 0 779 q� / / /'' //` // ., / / \ _ -_ -- __- -___ -- �C- r - / / / ME 885.00 �� ME 884.95 � ME 885.00 ME 886.00 � \ '/'� _ �. _ - 885_58 - _ _ _ �. _ .� _ �$4 � �" _.-- �" � ' ' // // / � 1__._..._....... ...- .- .- ,..�.�..._. ----S_ ,T_..�..__._.- .�---- ..,_.. _..�.._-a. _ �. - �� `o ME 886.40 `� '/ / _ _ _ - _ _ _ C - 5:0$ - _ - - - - - - - - - .�. - 8 �C^ �83�7� r _ _ � / 881 $2 ,' ,' , � / / 11 R`y ;.- " 7 i * y t ? t t ` t t ' t ` t ' ' t } t: L , . t t, tit . t , ; t , t tt t i tt ,i t ti,. _ - _ _ _ _ _ �. �- i11 ^ \ () ' ,t 4, i i ti ,i �^^� t ? i t - Z ` �`�t"' t t t t a �' "}"i , ` , ; , r ..�. fi �i `'. \ tea- i / / / / / c t- I tt tt' tt, ,tit \\ : ,4 `t �` ,it t.\ ,it '' ' i t , ' t'' ! �t ?t : ti'ti1 :� \? \; , t , t ME 885 90 / / / -- _- _ - _ - - - - - -- -- - - - -- -- - \- - _ _ / / �{... � / � ,-•« '?, i � i t i ti ti, , t ., i t i t t ,, ,� ; t t !\ t t t t� l t � � i t\ t t t t , +� i, } t t i s }► ' i i tl 1'. • � / `� J .._ j t-r �'T t t t ► t t . , t . t ' l , , t i t ,L- / ! / / / - - �, - -- -- - - - - ���tt,? \tR�,��t t,t,,tt�,�,� , \�,�,�, \ \t,tti�,., ,i,t{,t�tZt ,� \t•,? i \ ?1,�i \. \tt, it,,-, '11 \ H.P< ----- - -- -___ -- 1-62 -- 30 _ - - _ - J ,' ; ' e r"'t_i , a..tt T+ �- ,. t . a_ LTi- a=-�= } .�.s�.� , 3 r. t . },�,�it t r + `=T :. y t t e t t� i-a-- - - - - - \ ' / / / / / / ": / t \ �-,- I...,:ilt itt. i' i t, t. ii.t � it:�'ii�t i��, t ttt � ti. � ,t t' t t.ii,' i i� • "�' l ittt,�l, i � ,i ,! t 2i't, a t i' : ti t F , t t �, < t Q'_�Q��� -Q - / / r i t t ,, ,_ t t , , i t t t } t t , l ,� .t } it t t ► i•t t , t ► �, , , r ^* \ t i t , t . t �4 t t t `, t ? t ?> i `tf \ \ \ \ - CT" - - Ob CI-'_T Ob O�� i` - _ i _ -7' / _ rr + «r (y Y, L= yr,'i °� 1\ ,` �t`,'t,4i Fttt l t'i\ �i�tt`t: \ %,t�ttSt;,t,�lt t \t'' it i }, ?� ii�:i1? i,� \` Liti,. };.jt tit.i't''1't�- .'t }i�.tt:t, 11,1,1 \ii :ti,i'tiI. .tt,� j'i �.� -F>/ C (/�� �- '.. _ / / j « ..............._,....�..._.. ... ..,. . . / �. Y . ^ l *, , t l ! 1 ti t, • ? , , 1 t ! , tit t t t l ?� , i it : i t, , t t t4t� t , < i i t ?, i ; i } t! ?, �t t t 1 t t t � } i t � t 1 t ti t F t - . 1 (IIII 1 1 1 '((1 y t t � t � i t, l t ; ; tt i{ I � �• } tt t S \ " \ Q 'C/ LVP _ _ - .--1.1 ` ` � « _ .. .s-- .«,......,..............,..+r.. ..a t : , 1_, .a, .} } k 1 l.t i.a _} ._l ..,+ ? ( 4 t t t t , t , , , t \ f�� �] L a t..._1 t i..,, ,_ « t l }, a t . a .. Y .a l 1. } .a k t. a } t t l , 1. _,t i ] 1.a 010:..0. tom �a t l > l t t l # 3 - .. - s� , ?.�..1.,.,..r.-i. } 1..>.l,.t..a L \ _ b d 0 TC ` � V"i`r�Li 4 - - _ � � O�. f 00 f, � / \ / 11 CURB INLET �\ - - 885:71 - - _ _ _ �3- \ E \ � ,- _ BG - 884.9 -7- _ _ -- - - -- _ _ - `9 �;5�� ,.�... ----� c0 - � �' � ..'/ / / . / ---- -__- -- _ -- - - -- _ ____ �_ , / II OR = 884.9 \ \ \�__ - - - - - ---- -- - - -- _ -` -__- -- - , \� _ / INV = 880.63 8' UTILITY ESM'T�, 43 \ �-_-- --- __ - __- _��__ ________ _________ __ - -- - ----- ______- --- --- _ $83 1� _- ____ =:�� -- - - --_ - .-. �y �- r�� �= ��� r ..�. ..�w� �� �.� ...��� r w.w �� 6� �..�.� �W .ter 0000 QrW w��. 4.� � �0. -r _. � � dm . - . . \ � �.� �w �.m d . � � -�. -- w �.�w _. � ...�� �„+r'� ` -f.i '.� r �.���� -� �._- -� 1- �.. 11 /��/ / / /ll� 24" RCP 24" RCP ~ ` � *,_ Qom, / STRUCTURE Z 1 /r f f 28 LF - ",- INLET 1.24 /' '4+ y �[^'t'1r. 1 �#DPE I B Ill I I ' A .\ - � � --- , MANHOLE f/ AT 1.00 , �_ 1-- r: MANHOLE , -' ' a SLOPE �-� TOR =- 88 / -� ` -TORT ==-� 88-3:�� - -T- - - - - -T - i INV. SE = 879.14 / ti- m G NAG E , iNV. NW = 878.59 1 ( 11 I 1 I INV. NW = 879.14 / ®> INV. E = 880.46 / I E S M T. N EE NAH R'-179 2 -� F1 LL z /' 11 ( � ,. � � INV_ SE _ $78.59 , INLET TOR; = 885.40 1 CURB INLET i DRAINAGE MANHOLE 1// N NEENAH R -3010 1 TOR = 885.00 INV(N) = 880.2.3 I TOR = 885.40 I 11 I I = E i - AREA UNDER T 1 INV 7 i TOR 886.50 � w / III i INV(N) = 880.49 INV(S) = 880.23 ( E CONSTRUCTION) N 8 9.80 I i - �/ �___ LL _J _1 I INV(N) = 879.31 1-' C3 /' / 1 I I INV(S) = 880.49 INV(E) = 880.58 � 1-1 / INV(SE) = 879.31 z I 880.57 _ _ INV(W) � � ____w.�� 1 ____ �' / I I INV (W) - 879.78 / I I I -- -_- , - __ - --- m- g -qM - - - - -- (> / -4--- 111 . V, o . �- .' �`, /` I I jE ESMT. / I o IIi I / i I \ ❑ I o I.. ,S'YQ �,, i t I I1 / O, ° v Jr: ° . '� / / I I uII o o p a c. o \ I i I OI V . V . t, 0 Q p 0 1 JCI . p V 0. 0 0_ - 0. I I o . o 0 e o . .000000 . . 0 , ,q a. - . o , • . .0: . • . � I . 0. i I I 1 1 O op I �"A[----- o i �'� Ir- iiI i o ,f /, Ill ` C 85 44 0 , I /' � 84.194 I F-N , . 2 - 3 4 5 fi 7 8 9 I � 10 11 112 113 14 15 Le PROPOSED GRADING LEGEND: MT - -� DESCRIPTION: aou.o PROPOSED SPOT Tc eoo.s ec 800.0 PROPOSED CURB ELEVATION BEEHIVE INLET PROPOSED CONTOUR eoo 000 EXISTING CONTOUR PROPOSED INLET �C� PROPOSED GRADE BREAK PROPOSED FLOWLINE � PROPOSED STORM SEWER 0 u , w QQ �Q v � E=2=2= oc = - Q U 0 NNNNNNNN' Utz � [�� ca J" . ULIw0 2 rmo / F� u I Q N . U'- = . 0 cy) . - � . CL m I -.. � D 1< um! O ��'I 1 �- 2 .\ - � � --- , MANHOLE f/ AT 1.00 , �_ 1-- r: MANHOLE , -' ' a SLOPE �-� TOR =- 88 / -� ` -TORT ==-� 88-3:�� - -T- - - - - -T - i INV. SE = 879.14 / ti- m G NAG E , iNV. NW = 878.59 1 ( 11 I 1 I INV. NW = 879.14 / ®> INV. E = 880.46 / I E S M T. N EE NAH R'-179 2 -� F1 LL z /' 11 ( � ,. � � INV_ SE _ $78.59 , INLET TOR; = 885.40 1 CURB INLET i DRAINAGE MANHOLE 1// N NEENAH R -3010 1 TOR = 885.00 INV(N) = 880.2.3 I TOR = 885.40 I 11 I I = E i - AREA UNDER T 1 INV 7 i TOR 886.50 � w / III i INV(N) = 880.49 INV(S) = 880.23 ( E CONSTRUCTION) N 8 9.80 I i - �/ �___ LL _J _1 I INV(N) = 879.31 1-' C3 /' / 1 I I INV(S) = 880.49 INV(E) = 880.58 � 1-1 / INV(SE) = 879.31 z I 880.57 _ _ INV(W) � � ____w.�� 1 ____ �' / I I INV (W) - 879.78 / I I I -- -_- , - __ - --- m- g -qM - - - - -- (> / -4--- 111 . V, o . �- .' �`, /` I I jE ESMT. / I o IIi I / i I \ ❑ I o I.. ,S'YQ �,, i t I I1 / O, ° v Jr: ° . '� / / I I uII o o p a c. o \ I i I OI V . V . t, 0 Q p 0 1 JCI . p V 0. 0 0_ - 0. I I o . o 0 e o . .000000 . . 0 , ,q a. - . o , • . .0: . • . � I . 0. i I I 1 1 O op I �"A[----- o i �'� Ir- iiI i o ,f /, Ill ` C 85 44 0 , I /' � 84.194 I F-N , . 2 - 3 4 5 fi 7 8 9 I � 10 11 112 113 14 15 Le PROPOSED GRADING LEGEND: ABBREVIATIONS EP = EDGE OF PVMT. TC =- .TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWUNE .ME = MATCH EXISTING DETAIL #/SH, # DETAIL 01 /C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 DETAIL 06/C7.1 13RADING NINES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT, VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. 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. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WiTHIN 5 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WiTH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS O' 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. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD BATH CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. HOLEY MOL.EY SAYS "DIG SAFELY" . "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW iCS -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. . t - . . 1. -1 - I I � - . I -- "-I' , '' . � 1. - . I - . -- ` -, I-, I �, - . . I I- "I .1, I - 1� - -,:. ; - � f v f i I .i - REVISION RECORD - I . . � . '. � -.1-1 I I . i -I i ..�- - i � . 1T 10-07-2005 - I. ". I � RESUBMIT PLANS i '� , I � � # . I . . . .. - 0 i .., I 0 1 - - � - . 1 - i . I. I . - - 0 f I .1 t- 1. ��%11 � � � i �rr� a �� +� 0 C •/��,j ���i e .0004 //� ��, - .• 4 G1S T�i40 4.VT �1i -. • * N �. I PE10300058 0 m • STATE OF ; - - '0 0 0 Q' ♦ i 11 I % TI �� &D •,0'4• Ca.N7 � I�j SS1a N Al- �� ��� f - - ,, - I , , pr*--�� 3 G .' - I f DATE. �o `� 'Z.001 $ I . 4 . � I -.1 � . . . � 1 1 1 I-. - - moommme� i I - DWN BY: MT - -� DESCRIPTION: aou.o PROPOSED SPOT Tc eoo.s ec 800.0 PROPOSED CURB ELEVATION BEEHIVE INLET PROPOSED CONTOUR eoo 000 EXISTING CONTOUR PROPOSED INLET �C� PROPOSED GRADE BREAK PROPOSED FLOWLINE � PROPOSED STORM SEWER ABBREVIATIONS EP = EDGE OF PVMT. TC =- .TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWUNE .ME = MATCH EXISTING DETAIL #/SH, # DETAIL 01 /C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 DETAIL 06/C7.1 13RADING NINES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT, VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. 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. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WiTHIN 5 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WiTH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS O' 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. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD BATH CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. HOLEY MOL.EY SAYS "DIG SAFELY" . "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW iCS -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. . t - . . 1. -1 - I I � - . I -- "-I' , '' . � 1. - . I - . -- ` -, I-, I �, - . . I I- "I .1, I - 1� - -,:. ; - � f v f i I .i - REVISION RECORD - I . . � . '. � -.1-1 I I . i -I i ..�- - i � . 1T 10-07-2005 - I. ". I � RESUBMIT PLANS i '� , I � � # . I . . . .. - 0 i .., I 0 1 - - � - . 1 - i . I. I . - - 0 f I .1 t- 1. ��%11 � � � i �rr� a �� +� 0 C •/��,j ���i e .0004 //� ��, - .• 4 G1S T�i40 4.VT �1i -. • * N �. I PE10300058 0 m • STATE OF ; - - '0 0 0 Q' ♦ i 11 I % TI �� &D •,0'4• Ca.N7 � I�j SS1a N Al- �� ��� f - - ,, - I , , pr*--�� 3 G .' - I f DATE. �o `� 'Z.001 $ I . 4 . � I -.1 � . . . � 1 1 1 I-. - - moommme� i I - DWN BY: MT - -� DESCRIPTION: ACH PROPOSED UNDERDRAIN DATE: ()' PROPOSED BEEHIVE INLET ' V;---: PROPOSED PROPOSED CURB INLET MANHOLE , •- PROPOSED INLET �C� CONCRETE END SECTION ABBREVIATIONS EP = EDGE OF PVMT. TC =- .TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWUNE .ME = MATCH EXISTING DETAIL #/SH, # DETAIL 01 /C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 DETAIL 06/C7.1 13RADING NINES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT, VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. 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. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WiTHIN 5 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WiTH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS O' 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. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD BATH CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. HOLEY MOL.EY SAYS "DIG SAFELY" . "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW iCS -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. . t - . . 1. -1 - I I � - . I -- "-I' , '' . � 1. - . I - . -- ` -, I-, I �, - . . I I- "I .1, I - 1� - -,:. ; - � f v f i I .i - REVISION RECORD - I . . � . '. � -.1-1 I I . i -I i ..�- - i � . 1T 10-07-2005 - I. ". I � RESUBMIT PLANS i '� , I � � # . I . . . .. - 0 i .., I 0 1 - - � - . 1 - i . I. I . - - 0 f I .1 t- 1. ��%11 � � � i �rr� a �� +� 0 C •/��,j ���i e .0004 //� ��, - .• 4 G1S T�i40 4.VT �1i -. • * N �. I PE10300058 0 m • STATE OF ; - - '0 0 0 Q' ♦ i 11 I % TI �� &D •,0'4• Ca.N7 � I�j SS1a N Al- �� ��� f - - ,, - I , , pr*--�� 3 G .' - I f DATE. �o `� 'Z.001 $ I . 4 . � I -.1 � . . . � 1 1 1 I-. - - moommme� i I - DWN BY: MT - -� CHKD. BY: ACH SCALE: 1 " =30' DATE: 09!20/2005 I- -,-: , l I .. I ULJ U .. - Wxmmm�1 (") � � Q - 0 u , w QQ �Q v � E=2=2= oc = - Q U 0 NNNNNNNN' Utz � [�� ca J" . ULIw0 2 rmo F� u Q N . U'- = . 0 cy) . - � . CL m I -.. � D 1< um! O 1 �- 2 . --- -- PROJECT NUMBER .. . I 05 -171 . . --- - DESIGN PHASE . - CONSTRUCTION I----- 10100 -- - --7 -- PLAN NUMBER I . c m I . .1 . . SHEET 13 1 . OF 115 16 . _ . � - I . 1 - �1 L ILI J H V F U C B A 2 13 _ 14 15 HEAVY DUTY LAMPHOLE 3'- 0" MAX. CASTING w/ SOLID LID, NEENAH R -1974 OR EQUAL CONCRETE COLLAR -� -- 6 "(TYP) FINISH FLOOR COMPACTED SOIL 10.2 /\�\ �\ 4' MIN. BACKFILL SEE UTILITY �\ \ \\ _ \\ \ \ Q PLAN FOR / \� \� : #8 COMPACTED STONE / � / � � � a INVERTS °. FLEXIBLE PIPE SLEEVE WYE 5' BEND MAXIMUM CLEANOUT SPACING TO BE NO MORE THAN 100 FEET. CLEANOUT DETAIL ri 2 NOT TO SCALE • 6 7 8 9 �1 � 10 11 12 13 14 15 16 Y SKIRT B a f' W 0 � C SECTION A A �J 1-" R wAU. E WALL VERTICAL FLARE SECTION 13-13 Dio. Wall G or T Wt. Sec. A 8 C D E Dia.+ 1 R -1 R -2 Skirt 12 2 1 530 4 24 �\ 7 24 13 1 9 1' -6" MIN. TO 2'--0" MAX, 15 \10 00 MIN. OF 12 A94VE TOP OF PIPE. �� 2 740 6 27 46 73 30 16 12 11 to 18 2 2 990 9 27 46 73 36 19 1 12 4 21 BEDDING/TRENCH DET I CURB INLET TYPE "A" 01 1 1280 9 35 38 73 42 22 1 13 4 24 3 2 1520 9A 30 7 48 25 16M 14 DO NOT USE CRUSHED LIMESTONE. 27 N I ?1 1930 1CL 48 2 731 1 54 28 17 1 30 34 1 3 2190 12 54 1 9j 7 60 31 18A 15 5 33 3150 1 5 39 97 66 34 2 17 36 4 00 4100 15 63 34 97 72 37 2 20 42 VALVE FLANGED TO F17TiNGS 01 ANCHORING COUPLING 5380 21 63 35 98 78 43 27 2Z 48 5 6550 24 72 26 98 84 49 2 22 54 4j 8040 27 65 35 100 90 55 3 24 60 6 5 8750 30 60 39 99 96 61 3 24 66 10630 24 78 21 99 102 67 35M 24. 7 72 7 6 12520 34 78 21 99 108 73 3 24 7 78 1 7 14430 24 78 21 99 114 79 41 24 84 8 7 16350 24 78 21 99 120-1 5 1 F 24 9 NOTE: MANUFACTURE OF ENO SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. PRECAST CONCRETE FLARED END SECTION os Z. 3 ■ 0 1" 710 1" 1" " 1 1 9 NEENAH R- 1980 -C OR APPROVED EQUAL. MANHOLE STEP 10 NOT TO SCALE C2.3 LAWN AREA PAVEMENT AREA CONCRETE GRADE RINGS (ASTM- C -478, 4000 PSI) UTILIZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING TING TYPE NEENAH R -1772 IS 12 ". FINISH GRADE 45' WYE FITTING TOP SOIL kw K/�� 7� 71,/ PRECAST CONCR Al R\ \ ____ RINGS 4 MIN.\1 // \, )-e 2' -O" \\ \ \\ LATERAL / 1 / � � 5" � , . ;: ; • ~;.�' , \� 45 ELBOW r // / MIN. SEWER MAIN \ PRECAST ECCENTRIC CONE PLAN ��� �� ;� =� -' ;, CONCENTRIC CONE OR PRECAST COVER. (STING GRADE BUTYL RUBBER BASE ��/ �� ARREL SECTION -48" OIA. \ \ \\ /\ MATERIAL. EXTERIOR 8A� K*1/16 ASTER o a , , , ; = ASTM C -478 CLASS A cy- \ \\ \ MIN. / REINFORCED CONC. PIPE THICKNESS FROM 4000 PSI T " BELOW TOP OF CONE 4- c 0 CASTING, PER SPECS. " 0 „ s MIN. ,• . �N• 45' WYE FIT'T'ING v a _ \ COMPACTED SAND .-�-- -SLOPE B"/FT- MANHOLE STEPS a AT 16 MAX. N'_---LATERAL ON CENTER. (SEE DETAI L) 45' ELBOW SEWER MAI a 'r \ o �,� \ ELEVATION ° \ W PRECAST MANHOLE a - LATERAL DETAIL "A" 14 SECTION NOT TO SCALE 0 -RING GASKET BETWEEN D �\ -------- ALL RISER AND CONE ' •`` '� I • '' SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) NOTE. GROUT MIN. 1 /2" a . 1; 'k MANHOLE CONFORMS TO PER FOOT SLOPE - ASTM C -478. JOINT CONFORMS TO ASTM C -443. Ix 67 PIPE THICKNESS + 1/2 OIA. +2 ■ 3" MIN. COVER 4 BARS ® 6" O.C. 6 " - #53 COMPACTED STONE tAC H WAY SANITARY MANHOLE TYPE "C" 11 NOT TO SCALE • ENT INSTALLATION REQ IR D d (MIN) O.O.T. REQUIREMENTS NOTE: ALL PRIVATE FIRE I �� ENSURE OR MANHOLE WHERE SHOWN ON THE HYDRANTS TO BE PAINTED RED. STANDARD HYDRANT SETTING: UTILITY & GRADING PLAN. \/\ �:• BREAK AWAY HYDRANT THREADS TO MATCH LOCAL INSTALL HYDRANT 3' FROM RIGHT -OF -WAY LINE OR AS CUTTER I7HE C OPUBL SIMILAR STRUCTURE RIGHT OF WAY •i N . - �� FIRE DEPARTMENT EQUIPMENT APPROVED BY WATER COMPANY. �\ DIAMETER E " 4 4 PUMPER CONNECTION TO SET TOP FLUSH WITH 1' -6" MIN. TO 2'--0" MAX, POLYETHLENE PIPE WITH HIGHWAY SOCK \10 00 MIN. OF 12 A94VE TOP OF PIPE. �� FACE TOWARD PAVEMENT FINISHED GRADE TO PROCTOR DENSITY FOR ENTIRE 4" PIPE UNDERDRAIN 05 TRENCH BACKFIL. OD UNDER PAVEMENT C2.3 FINISHED GRADE BE MARKED "WATER ". DEPTH OF BEDDING MATERIAL BELOW PIPE NOJE� to 1. ALL INITIAL BACKFILL SHALL a \ �' ell IV BALANCED LIFTS. \ \ \�� /X 2. A MINIMUM 9" OF CLEARANCE #53 STONE SHALL BE PROVIDED ON EACH CROSS SECTION SIDE OF THE INSTALLED PIPE. \ \�-� \ \X\ 6" NOMINAL DEPTH E:'CEEDS 4' -0" BEDDING/TRENCH DET I CURB INLET TYPE "A" 01 NOT TO SCALE BARREL MIN. 11 C2. CURB MANHOLE Q2 3 -PIECE ADJUSTABLE VALVE BOX . 1 CU YD. LOOSE STONE OR GRAVEL FOR DRAINAGE. (6" A80VE PORTS) SUPPORT VALVE BOX DO NOT USE CRUSHED LIMESTONE. WITH BRICK OR BLOCK ON UNDISTURBED EARTH PROJECT NUMBER 05 -171 CONCRETE THRUST BLOCK NOT TO DESIGN PHASE COVER JOINTS OR GRIP HOLE PLAN NUMBER °LSo� REQUIRED ON 10" AND LARGER MAINS. SHEET OF O Q• a Q . ` a ■ t a a. 00 Q Q 4 o.a < VALVE FLANGED TO F17TiNGS 01 ANCHORING COUPLING NOTE: . GATE VALVE PER AWWA C500 TO.OPEN COUNTER CLOCKWISE CONCRETE THRUST BLOCK PROVIDE FlRE HYDRANTS WITH TWO 2 1/2-INCH (2) AND ONE (1) 4 1/2-INCH DIAMETER ON UNDISTURBED EARTH OUTLETS. ALL OUTLETS WILL HAVE NATIONAL STANDARD THREADS. HYDRANT DETAIL t3 NOT TO SCALE Z. NOTE: MANUFACTURE OF ENO SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. PRECAST CONCRETE FLARED END SECTION os Z. 3 ■ 0 1" 710 1" 1" " 1 1 9 NEENAH R- 1980 -C OR APPROVED EQUAL. MANHOLE STEP 10 NOT TO SCALE C2.3 LAWN AREA PAVEMENT AREA CONCRETE GRADE RINGS (ASTM- C -478, 4000 PSI) UTILIZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING TING TYPE NEENAH R -1772 IS 12 ". FINISH GRADE 45' WYE FITTING TOP SOIL kw K/�� 7� 71,/ PRECAST CONCR Al R\ \ ____ RINGS 4 MIN.\1 // \, )-e 2' -O" \\ \ \\ LATERAL / 1 / � � 5" � , . ;: ; • ~;.�' , \� 45 ELBOW r // / MIN. SEWER MAIN \ PRECAST ECCENTRIC CONE PLAN ��� �� ;� =� -' ;, CONCENTRIC CONE OR PRECAST COVER. (STING GRADE BUTYL RUBBER BASE ��/ �� ARREL SECTION -48" OIA. \ \ \\ /\ MATERIAL. EXTERIOR 8A� K*1/16 ASTER o a , , , ; = ASTM C -478 CLASS A cy- \ \\ \ MIN. / REINFORCED CONC. PIPE THICKNESS FROM 4000 PSI T " BELOW TOP OF CONE 4- c 0 CASTING, PER SPECS. " 0 „ s MIN. ,• . �N• 45' WYE FIT'T'ING v a _ \ COMPACTED SAND .-�-- -SLOPE B"/FT- MANHOLE STEPS a AT 16 MAX. N'_---LATERAL ON CENTER. (SEE DETAI L) 45' ELBOW SEWER MAI a 'r \ o �,� \ ELEVATION ° \ W PRECAST MANHOLE a - LATERAL DETAIL "A" 14 SECTION NOT TO SCALE 0 -RING GASKET BETWEEN D �\ -------- ALL RISER AND CONE ' •`` '� I • '' SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) NOTE. GROUT MIN. 1 /2" a . 1; 'k MANHOLE CONFORMS TO PER FOOT SLOPE - ASTM C -478. JOINT CONFORMS TO ASTM C -443. Ix 67 PIPE THICKNESS + 1/2 OIA. +2 ■ 3" MIN. COVER 4 BARS ® 6" O.C. 6 " - #53 COMPACTED STONE tAC H WAY SANITARY MANHOLE TYPE "C" 11 NOT TO SCALE • ENT INSTALLATION REQ IR D d (MIN) O.O.T. REQUIREMENTS 1. EXTENDING 20 FROM STORM INLETS I �� ENSURE OR MANHOLE WHERE SHOWN ON THE O�� ■ UTILITY & GRADING PLAN. \/\ �:• MINIMUM WIDTH EDGE OF PAVEMENT, CURB \ .' : ; 1.25 OD + 12"" 2. PIPE MATERIAL PER INDIANA DEPT. OF TRANSPORTATION SPECS. No. 718.02 CUTTER I7HE C OPUBL SIMILAR STRUCTURE RIGHT OF WAY •i N . - �� • ■ z #8 WASHED �\ DIAMETER E " 4 4 H4" IGH EtTYPERFORATEO THAN 5 FROM EDGE OF PAVEMENT, TO BE BACKFILLEO WITH MIN. MIN. POLYETHLENE PIPE WITH HIGHWAY SOCK \10 00 MIN. OF 12 A94VE TOP OF PIPE. �� CONTAIN NO MORE THAN 10 PASSING A No. 200 SEIVE. FILTER" PROCTOR DENSITY FOR ENTIRE 4" PIPE UNDERDRAIN 05 TRENCH BACKFIL. OD UNDER PAVEMENT C2.3 0 0o G NOT TO SCALE DEPTH OF BEDDING MATERIAL BELOW PIPE 34" 22" a c�c�c�o c=ooc___1 CJ == r r a ©=== o N d• ©C7== N c�c�ocl c�000 �oCio O PLAN VIEW NEENAH ,,/--R -3472 2 #4 BARS AT 28" LONG \ 6" MIN. (TYP.}- c NON- SHRINK GROUT < �qD . MAXIMUM T ' O 4" BARS AT 2 O.C., E.W. w OPENING � � THAN O.D. i 4" GREATER `r -. } OF PIPE 4 4" UNDERDRAIN co :4 ■ 6" COMPACTED #53 AGGREGATE CROSS SECTION PAVEMENT INLET TYPE "A" os NOT TO SCALE DISTANCE DEFINED BY d (MIN) O.O.T. REQUIREMENTS 3" IN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 31 \/\ �:• MINIMUM WIDTH EDGE OF PAVEMENT, CURB \ .' : ; 1.25 OD + 12"" EDGE OF PAVEMENT,* EN , CURB-/ -MINIMUM WIDTH GUTTER OR SIMILAR STRUCTURE 1.25 OD + 12 ": IN THE CUTTER I7HE C OPUBL SIMILAR STRUCTURE RIGHT OF WAY •i "B" BORROW OR EQUIVALENT . - GRANULAR MATERIAL COMPACTED TO 957 STANDARD _ PROCTOR DENSITY TO TOP TRENCH �\ OF IF 12 " 0 0 LESS THAN OR WITHIN 5 OF EDGE OF PAVEMENT. IF GREATER a MIN . 8 STONE OR APPROVED--�\�] VEDDING THAN 5 FROM EDGE OF PAVEMENT, TO BE BACKFILLEO WITH EQUIVALENT. ALENT. MATERIAL HAND � TAMPED OR WALKED INTO PLACE TO A CLEAN MATERIAL THAT SHALL \10 00 MIN. OF 12 A94VE TOP OF PIPE. �� CONTAIN NO MORE THAN 10 PASSING A No. 200 SEIVE. COMPACTED TO 90% MODIFIED PROCTOR DENSITY FOR ENTIRE LEGEN 4" OD OUTSIDE I TRENCH BACKFIL. OD = DIAMETER OF PIPE 0 0o G 10 = INSIDE DIAMETER OF PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE NOJE� to 1. ALL INITIAL BACKFILL SHALL a BE INSTALLED IN 6" TO 12" i o O BALANCED LIFTS. r 4" COMPACTED 2. A MINIMUM 9" OF CLEARANCE #53 STONE SHALL BE PROVIDED ON EACH CROSS SECTION SIDE OF THE INSTALLED PIPE. (INCHES) PLASTIC PIPE PVC & HDPE 07 DEPTH E:'CEEDS 4' -0" BEDDING/TRENCH DET I CURB INLET TYPE "A" 01 NOT TO SCALE NOT TO SCALE DISTANCE DEFINED BY d (MIN) O.O.T. REQUIREMENT 3" MIN. 6" TOPSOIL TO ENSURE GRASS 4" GROWTH IF NOT 6" UNDER PAVEMENT 31 \/\ �:• 60 EDGE OF PAVEMENT,* EN , CURB-/ -MINIMUM WIDTH GUTTER OR SIMILAR STRUCTURE 1.25 OD + 12 ": IN THE 30 PUBLIC RIGHT -OF -WAY 2 #4 BARS AT-,, _ 41 28" LONG . • a " •� ; ,� 44 IF WITHIN 5 OF EDGE OF _ = .:: N 60 PAVEMENT, USE B BORROW OR `--tF NOT WITHIN 5 OF EDGE OF EQUIV. GRANULAR MATERIAL ID PAVEMENT: USE "B" BORROW COMPACTED TO 95% MODIFIED COMPACTED TO 90% MODIFIED PROCTOR DENSITY FOR ENTIRE PROCTOR DENSITY TO 1/6 OF TRENCH BACKFIL. OD PI DIAMETER AND REGULAR BACKFILL TO TOP OF TRENCH 0 0o G REINFORCED CONCRETE PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE 8 STONE OR APPROVED EQUIVALENT EDDING MATERIAL HAND TAMPED OR to WALKED INTO PLACE. LEGEND OD = OUTSIDE DIAMETER ID = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) 27" ac SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" NOTES: 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE RCP 08 BEDDING/TRENCH DETAIL C2' NOT TO SCALE ■ t HOLE SIZE VARIES 34" 22" Nft LEI \ N M DIMENSIONS PLAN VIEW 48 6" TOPSOIL 21 NEENAH 28 24 48 31 27 60 34 30 60 2 #4 BARS AT-,, _ 41 28" LONG . • a " •� ; ,� 44 MIN. --- � 6 (TYP.) ° 2 MIN. 60 NON- SHRINK GROUT < 0 MA ?tIMUM MAXIM(' #4» BARS AT 12 O.C., E.W. 4�� OPENING GREATER OPENING 4" GREATER A "F' DIA. THAN O.D. OF PIPE THAN O.D. 4 REINFORCED CONCRETE PIPE OF PIPE 4" UNDERDRAIN to . o, , a Z i o O dU r 4" COMPACTED #53 STONE s" CROSS SECTION 4" COMPACTED #53 STONE (INCHES) REBAR 60 O.C. DEPTH E:'CEEDS 4' -0" B c CURB INLET TYPE "A" 01 1.6.) (MIN.) NOT TO SCALE 11 C2. DIMENSIONS A (MAX.) 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 42 60 50 6" TOPSOIL NEENAH 6" 2' -6" 6" R -3010 NOT TO SCALE VZn. NG: SEE DRAINAGE PLAN C -2.0 24 to36 1/2" CEMENT MORTAR 30 2 PIPE note i ( 8" PRECAST REDUCER CAP GRADE RINGS MC-478; STM 4 00PSI - 24" OIA. MAXIMUM HQG OF GRADE RiN�S 1 a- 2' -0" cn �--. 6" MINIMUM 36" •a - co PRECAST MANHOLE SECTIO B NON- SHRINK - 16" SPACING FOR GROUT MAXIM(' *C X Nn OPENING 4" GREATER A "F' DIA. BARREL SECTION ASTM C -478 CLASS A THAN O.D. z REINFORCED CONCRETE PIPE OF PIPE 0 4000 PSI N\ s Z \ v r 4" COMPACTED #53 STONE s" * MANHOLE STEPS REQUIRED IF REBAR 60 O.C. DEPTH E:'CEEDS 4' -0" VCH WAY U (AT 16 I iAX. ON CENTERS) CURB MANHOLE Q2 NOT TO SCALE . FINISHED GRADE 1/2" CEMENT MORTAR PRE -CAST CONC. -/ MANHOLE 6" MIN. W CL E F ao io "B" QORROW r w • 6, CONCRETE 8 STORM MANHOLE TYPE J, K L, M & N o4 \31 NOT TO SCALE C • NOTES 1. 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED 2. CAST -IN -PLACE OR PRECAST INLET SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS 3. WHEN PIPE IS FIELD CONNECTED TO A PRECAST UNIT, THE PRECAST UNIT SHALL . INCLUDE A FIELD POURED CLASS "A" CONCRETE COLLAR OF A 6 INCH MINIMUM LONGITUDINAL. AND RADIAL THICKNESS, OR A A RUBBER GASKET 4. USE CASTING TYPE NEENAH R- 3572 -A OR EQUAL.. PLAN VIEW CROSS SECTION A -A 6" 2' -6" 6" MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE NOT TO SCALE VZn. NG: SEE DRAINAGE PLAN C -2.0 24 to36 1/2" CEMENT MORTAR 30 2 PIPE note i ( cn ... • 3" PIPE (note 2) MANHOLE DATA CROSS SECTION A -A "G" INLET TYPE "C" 03 MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE NOT TO SCALE VZn. NG: SEE DRAINAGE PLAN C -2.0 24 to36 1/2" CEMENT MORTAR 30 RAISE CASTING TO GRADE WITH CON J GRADE RINGS MC-478; STM 4 00PSI - 24" OIA. MAXIMUM HQG OF GRADE RiN�S 1 36" K 49-0" OIA. • 1... 36" 48" L REDUCER CAP v 96 :i 16" SPACING FOR 2a. RW Mr. STEPS N 4- 66" 0 "F' DIA. s" MIN. . 1 108 z 84" 0 w w MANHOLE DATA TYPE "G" 1+1711 MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE MAXIMUM PIPE SIZE FOR MAINLINE. H 24 to36 30 38 J 24106" 60" 33" 36" K 36 "x48" 72" 36" 48" L 48744" 96 ON 54" M 34 x72 102" 66" 72" N 72'x84" 1 108 72" 84" NOTES: DROP PIPE MAY BE USED Wifli MANHOLE'S TYPE H THRU N AND SHAD_ BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. 5 6 7 8 9 ��� 10 11 12 13 14 15 16 i DWN BY: ACH CHKD. BY: ACH SCALE: NONE DATE: 08/19/2005 Y, i CDesigns . f 2415 Di rectors Row Ste. 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EXISTING ASPHALT FARM FIELD FENCE EXISTING STONE EXISTING CONCRETE TEMPORARY BENCH MARK �\ SECTION CORNER D MAG NAIL SET o� ,P, P K NAIL FOUND FIBER OPTIC LINE MAG NAIL FOUND WATER LINE IRON PIPE FOUND -CEO- ELECTRICL PEDESTAL 9� POWER POLE TOR T GAS VALVE S� SANITARY MANHOLE RCP R SIGN ® CURB INLET Ililfllfl INLET r TELEPHONE CROSS —BOX Q TELEPHONE MANHOLE -Q- TELEPHONE PEDESTAL -{n - TELEVISION PEDESTAL a DECIDUOUS TREE CONC. C CONIFEROUS TREE A WATER VALVE � FIRE HYDRANT PROPOSED MEASURED BEARING /DISTANCE EROSION CONTROL LEGEND:. ►rte I�`rl ENTRANCE ►����� r PROPOSED EROSION CONTROL MAT ------------- PROPOSED RIPRAP PROTECTION PROPOSED DANDY BAG INLET PROPOSED DITCH EROSION CONTROL PROPOSED TEMPORARY SEEDING PERMANENT SEEDING PROPOSED PROPOSED SILT 14 DETAIL # /SH. # DETAIL 01/C4.2 DETAIL 02/C4.1 DETAIL 04/C4.2 DETAIL 05/C4.2 DETAIL 05/C4.1 DETAIL 03/C4.2 DETAIL 07/C4.1 DETAIL 02/C4.2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-3821"5544 CALL TOLL FREE. PER INDIANA STATE LAW IC8 -1 -266 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN— SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT - LOCATION INDICATED. ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 15 S - i i t S J - a x DWN BY: CHKD. BY: ACH SCALE: 1 "= 50' DATE: 08/19/2095_j 1 I' a i i r a Y f 7 r t. a - QUQ Utz � 06 u=1 � �w u u=1 cr.00 O� O D � w O z PROJECT NUMBER 05-171, DESIGN PHASE PRELIMINARY PLAN NUMBER SHEET OF DESCRIPTION: FARM FIELD FENCE FLOWLINE —oriel—OVERHEAD E ELECTRIC_ LINE exec U UNDERGROUND ELECTRIC tele . U UNDERGROUND TELEPHONE —f/opt— F FIBER OPTIC LINE wtr' W WATER LINE GAS ,LINE gas G INV I INVERT TOR T TO P OF RIM TOC T TOP OF CASTING RCP R REINFORCED CONCRETE PIPE PVC P POLYVINYL. CONCRETE PIPE VCP V VITRIFIED CLAY PIPE CMP C CORRUGATED METAL PIPE CPP C CORRUGATED PLASTIC PIPE E.S. E END SECTION R/W R RIGHT —OF —WAY TBM T TEMPORARY BENCHMARK CONC. C CONCRETE SQ. S SQUARE SF S SQUARE FEET (p) D DEED BEARING/DISTANCE (M) P EROSION CONTROL LEGEND:. ►rte I�`rl ENTRANCE ►����� r PROPOSED EROSION CONTROL MAT ------------- PROPOSED RIPRAP PROTECTION PROPOSED DANDY BAG INLET PROPOSED DITCH EROSION CONTROL PROPOSED TEMPORARY SEEDING PERMANENT SEEDING PROPOSED PROPOSED SILT 14 DETAIL # /SH. # DETAIL 01/C4.2 DETAIL 02/C4.1 DETAIL 04/C4.2 DETAIL 05/C4.2 DETAIL 05/C4.1 DETAIL 03/C4.2 DETAIL 07/C4.1 DETAIL 02/C4.2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-3821"5544 CALL TOLL FREE. PER INDIANA STATE LAW IC8 -1 -266 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN— SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT - LOCATION INDICATED. ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 15 S - i i t S J - a x DWN BY: CHKD. BY: ACH SCALE: 1 "= 50' DATE: 08/19/2095_j 1 I' a i i r a Y f 7 r t. a - QUQ Utz � 06 u=1 � �w u u=1 cr.00 O� O D � w O z PROJECT NUMBER 05-171, DESIGN PHASE PRELIMINARY PLAN NUMBER SHEET OF 14 DETAIL # /SH. # DETAIL 01/C4.2 DETAIL 02/C4.1 DETAIL 04/C4.2 DETAIL 05/C4.2 DETAIL 05/C4.1 DETAIL 03/C4.2 DETAIL 07/C4.1 DETAIL 02/C4.2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-3821"5544 CALL TOLL FREE. PER INDIANA STATE LAW IC8 -1 -266 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN— SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT - LOCATION INDICATED. ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 15 S - i i t S J - a x DWN BY: CHKD. BY: ACH SCALE: 1 "= 50' DATE: 08/19/2095_j 1 I' a i i r a Y f 7 r t. a - QUQ Utz � 06 u=1 � �w u u=1 cr.00 O� O D � w O z PROJECT NUMBER 05-171, DESIGN PHASE PRELIMINARY PLAN NUMBER SHEET OF K JI H < WK. AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS iS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE a� NON WOVEN GEOTEXTILE FABRIC NOT TO SCALE SPAr..F PngTq PPP V N\\/ \\X/ \X/ X X/ N\ III FILTER FABRIC WOOD POST FLOW � NOT ri POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL G SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. � FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC EXTEND FABRIC N MATERIALS GRESISTANTNTO DETERIORATION FROM TO 4" BELOW /�� /�� /�\� ULTRAVIOLET AND HEAT EXPOSURE. � SURFACE N� / F SILT FENCE CONSTRUCTION ro2 NOT TO SCALE C2.6 E C e A 0 / z / DITCH EROSION CONTROL Ko"ft3 NOT TO SCALE VC 2 3 NOTE: DRIVE 2 X 2 STAKES OR 4 REBAR THROUGH THE BALES AND INTO THE G RO ND 1 1/2 TO 2 FEET FOR ANCHORAGE. INSPECT THE BALE CHECK DAM AND PROVIDE NECESSARY MAINTENANCE FOLLOWING EACH STORM PERIOD. IT IS IMPORTANT TO ASSURE THAT LOOSE STRAW DOES NOT ENTER STORM DRAIN FACILITIES. REMOVE THE BALES AND STAKES ONCE PERMANENT DRAINAGE AND STABILIZATION IS RE- ESTABLISHED AND ALL CONSTRUCTION IS COMPLETED ON -SITE. 4 5 CL PLAN VIEW STR# B La W THICKNESS d 50 SLOPE VARIFS PIPE ¢ w END CULVERT a a SECTION > (SEE STR. # ABOVE) T�4 RIPRAP & GEOTEXTILE y/ \1 UNDER END SECTION OPIN MI D M z r Q M r- RIPRAP & GEOTEXTILE (SEE NOTES) THICKNESS '777/7 SIZE ZE F 0 STONE 0 E T � F TOTAL WEIGHT 0 0 L E GHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1 K 90 WHERE K = d�0 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 RIPRAP DETAIL @END S o4 NOT TO SCALE C2.6 DANDY BAGS Installation and Maintenance Guidelines Installation: The empty Dandy Hague should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag '& as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. FLAP FOLDS 0 VE R TO ENCLOSE GRATE VELCRO CLOSURE GRATE LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE .. �. �.. . • W' WON=" V STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT GRATE /-DANDY HAGS LL III -III D = 111111111 e s D 9 STORM INLET INSERTK-o5 NOT TO SCALE C2.6 �7 WHEAT OR RYE OATS S ANNUAL RYEGRASS MULCHES FEB MATERIAL REQUIREMENTS RATE PER ACRE INSTALLATION/USES ORGANIC MULCHES STRAW • DRY, UNCHOPPED, UNWEATHERED, FREE OF WEEDS 1 -1/2-2-1/2 TON SPREAD BY HAND OR MACHINE DEC t t k ry} t- z + z ^^t to '1� �, •, rt 'F 1• SEEDS, DEBRIS AND ROT. t t ti t i• 1.5 -2.0 INCHES DEEP; MUST � L � •t { I r t Yt i _ i i-t r L .tr I ' � 1 1 l t h u•t t r r � r t 1 r. Y-t• rt i r- .tit x fr 1 i i t •:= BE TACKED OR TIED DOWN a k- .v ti. k a jj / //` ct r � i � 1• WOOD FIBER, WOOD • DOUBLE THE APPLICATION RATE FOR EROSION CONTR L 1 -2 TONS USE WITH POWER MULCHER OR ,1, _N 1 4 1 CELLULOSE, RECYCLED ON CRITICAL AREAS. ) a .�1 >r 7L t {l T ., Ky ' '•I HYDROSEEDER; MAY BE USED TO TACK t : }�; NEWSPRINT, BONDED FIBER / �i� J / ! / i':,�• � / 13 .7•ti t Itr,L .[,'_11.i, ., STRAW ON STEEP SLOPES. '. }... y.: wS�.t^ ti<itYCL _ MATRIX .R t. �iCl r - Jr•.: l• tY �T 1 `, 00 NOT USE IN HOT DRY WEATHER. ? F��r'•,. ���r 1... f WOOD CHIPS • AIR DRY, ADD NITROGEN FERTILIZER - 10 -20 TONS APPLY WITH BLOWER, CHIP HANDLER - ,,r a. ..s q .i .1c a.1.. '�t+' -,.. .I;,' , 20 -25 LBS. OF OF N/TON OF MULCH � Yd l? {Y+a4t t`t k air tt• •- +. i OR BY HAND; NOT FOR FINE TURF AREAS r r tT' ? ti,. d- '.�, '� r--� c�� ti ft' / -t -+Itt' t -' t � � [ �t�,: d.tl t4. � 'I t SS y :» tt • - :' .`�! }-� .•f• S a t I t:,-� � t � `�� ":• OR MOWED AREAS. GOOD AROUND .6 f.., �t�'r i t y t r�=��sji1`� r t j y�ixt � 7 TREES AND SHRUBS. l :�1 -• • ri:� .> 4:'t! -1r�.. �i�[7. -v, -J q:.ter - _4`, .•y; ;. f• :i- : L f 1 4 BARK • AIR DRY, SHREDDED, OR HAMMERMILLED. 35 CY APPLY WITH BLOWER, CHIP HANDLER - :I� Fi':)i .Y k.f. (.+' '.t:•tt i {' ..l t"1 ttd *r': rt4 �. : rt txr:j. ! _C+ t. t t� I •t i 7. tt1 t -: •f S i.: ,[ t.,{+, trL.r^ - .t, i 5 {�F r 1 t t t j k ADD NITORGEN-20-25 LBS OF N/TON OF MULCH -I •.t -K 4 >_. r tct'i t. r>If' �� `i:Si# . x,•x:rja: i..r )• t •!t OR BY HAND; DO NOT USE ASPHALT TACK ?- ,r?'„�•. -t; ,I' !.. .t rft t t st.;} .}.!. ♦ 4 at t f Y 1 1 i ( }} 1• Jt J• t Sf � 2 t• 7r t { Y1 } h ! 0 ' <w NOT FOR MOWED AREAS. GOOD AROUND - t - • I r •. 1 ( 1 If 1 r r 1 k t a S- t T r { t. *.('f TREES AND SHRUBS. NETS, MATS, AND NETTING UNIFORM NATURAL OR SYNTHETIC SETTING COVER AREA WITHSTANDS WATER FLOW. ANCHORING ROVING Mw i.L. z USE WITH OR WITHOUT ORGANIC MULCH t.�. }-- REQUIRED. FOLLOW MANUFACTURER'S [..''!� i. ,, t D �1t -Y. i i tt t r 'i '3 r- �fi DEPENDING ON PRODUCT. "�'.{ RECOMMENDATIONS. nary t t. EROSION CONTROL USE WITHOUT ADDITIONAL MULCH COVER AREA SUITABLE FOR STEEP AREAS AND AREAS 1 y t :" MATS /BLANKETS JJ �',.'i`! rF..] {�.s. !rt �' t it } r FOR CONCENTRATED WATER FLOW. i�at, x j t ,ti_' -4t fiky t t - >_ �'i: �ej A -I.if.v �. tL. t- .:t f i- -tL I. .l.l t� MUST BE ANCHORED WiTH GOOD SOIL // / / y' . BLANKET CONTACT. FOLLOW 3v i -T.:r; 1 T -11r. :t f f. •.,a .1. X1.t11.,' ic[ � ',:t [• uat 4�1 t -I 'i ,`.� r 'Fty�z }`>z,� "• MANUFACTURERS RECOMMENDATIONS. TACKIFIERS MULCH TACKIFIER • BIODEGRADABLE POWDERS, FOLLOW USE TO HOLD MULCH ON STEEP SLOPES, ✓ MANY COMMERCIAL PRODUCTS WATER DISPERSIBLE. MANUFACTURERS WET AREAS, WITHSTAND WINDY C i . -t !' �t -i: : ?'- ,+4.,.1.i'. ,.�. -,�j C- •} •� !- .Z:t',.L'�y[i 1F';L� T_ - t:.t. ? h -,1 SPECIFICATIONS CONDITIONS. USE WITH SUITABLE SPRAY MT '� ; X i`Y r •{r � it EQUIPMENT PER MANUFACTURERS , ;r � Liri.R: -E {.l .r rZ��'•` d r.+l L � L� raft T.r �.. } t I:• - ..'�'.''•� :f:w H. RECOMMENDATIONS. SOIL BINDERS CHEMICAL STABILIZERS USE FOR TEMPORARY SOiL STABILIZATION FOLLOW NOT BENEFICIAL TO PLANT GROWTH. 1 MANY COMMERCIAL PRODUCTS 2 MANUFACTURERS 00 NOT ATTEMPT TO SEED /MULCH OVER 1 1 1 SPECIFICATIONS SOIL BINDER. • ANCHOR STRAW OR WOOD CELLULOSE MULCH BY ONE OF THE FOLLOWING METHODS: • CRIMP WITH A WEIGHTED, STRAIGHT, NOTCHED DISC OR A MULCH ANCHORING TOOL TO PUNCH THE STRAW INTO THE SOiL. TEMPORARY SEEDING DATES • TACK WITH A LIQUID TACKIFIER DESIGNED TO HOLD MULCH IN PLACE. USE SUITABLE SPRAY EQUIPMENT AND FOLLOW MANUFACTURER'S RECOMMENDATIONS. • COVER WITH NETTING, USING A DEGRADABLE NATUP.. AL OR SYNTHETIC MESH TO HOLD MULCH MATERIALS IN MORE EROSIVE AREAS. THE NETTING SHOULD BE ANCHORED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC t t k ry} t- z + z ^^t to '1� �, •, rt 'F 1• 1 E Lt' •f •t i 1 a aL � t t ti t i• L � t .� t �� t .L L t � L � •t { I r t Yt i _ i i-t r L .tr I ' � 1 1 l t h u•t t r r � r t 1 r. Y-t• rt i r- .tit x fr 1 i i t •:= / a k- .v ti. k a jj / //` ct r � i � 1• t { r a r 1 7 t- t v � 4 r t r - a t t L . tt 4 L t [[ t t { Y +iS i r � -rte r4 n t "�. t. 9 t�' '� '} [ L .I 1 ;�` /'.� •:] ,1, _N 1 4 1 t :5.1' l f y •t.1. t- -`.1� ' IAA r • t~� . -, � i� -. ti(•r.:. ,x .c- t.i ) a .�1 >r 7L t {l T ., Ky ' '•I t � 1 (• 1 m , -{ ,,, t f:'T -- !•. t : }�; 3. KENTUCKY BLUEGRASS / �i� J / ! / i':,�• � / 13 .7•ti t Itr,L .[,'_11.i, ., '.L r' t '! ..��• " {: , ( ,. '. }... y.: wS�.t^ ti<itYCL _ T.:F•.. _},. -.i 'k', �� .T�b it .R t. �iCl r - Jr•.: l• tY �T 1 `, t�:`t_ t r ? F��r'•,. ���r 1... f :�• i7:Twl' i i �` .i- .7•:[s 1{yt t' - ,,r a. ..s q .i .1c a.1.. '�t+' -,.. .I;,' , r -Y xj t ��"Tft.�' {,iad' �? ti� 1 � � Yd l? {Y+a4t t`t k air tt• •- +. i 'i t >. r r tT' ? ti,. d- '.�, '� r--� c�� ti ft' / -t -+Itt' t -' t � � [ �t�,: d.tl t4. � 'I t SS y :» tt • - :' .`�! }-� .•f• S a t I t:,-� � t � `�� ":• i �' • {,, .6 f.., �t�'r i t y t r�=��sji1`� r t j y�ixt � 7 r( 1 ' Q}-i'lf: it: }!f l;{•�i .. fi..+:t:(l: :�': .. Y.. t. >�I• t } l :�1 -• • ri:� .> 4:'t! -1r�.. �i�[7. -v, -J q:.ter - _4`, .•y; ;. f• :i- : L f 1 4 / / .8 .rti - /.. i. ,t;•� �3i,. ,j .�} .�'l':i._ - a. T •{ 31 • { :� [.-(,{r .'! �� t ^,t; -t•s. -t ^ i 'rr :F e ,t,t:t t ._ t � W 1 t - :I� Fi':)i .Y k.f. (.+' '.t:•tt i {' ..l t"1 ttd *r': rt4 �. : rt txr:j. ! _C+ t. t t� I •t i 7. tt1 t -: •f S i.: ,[ t.,{+, trL.r^ - .t, i 5 {�F r 1 t t t j k -i; - t'•A,. � }r t' � 17. j C L {{ }.[rez.- 4 .!._ •:F w•1[ ^r. -t + F : y t t -t T. 7 -I •.t -K 4 >_. r tct'i t. r>If' �� `i:Si# . x,•x:rja: i..r )• t •!t r,-� -k .'n•. [1f:r i ia�i � ,,�•: .} A -1 � 1 T r 1 •t;{ ?- ,r?'„�•. -t; ,I' !.. .t rft t t st.;} .}.!. ♦ 4 at t f Y 1 1 i ( }} 1• Jt J• t Sf � 2 t• 7r t { Y1 } h ! 0 ' <w LAWNS AND HIGH MAINTENANCE AREAS - t - • I r •. 1 ( 1 If 1 r r 1 k t a S- t T r { t. *.('f t � f � it: i r^ -J F -t. [ L r t t - 4 b •{ 3_ r c -.� .9 / Mw i.L. z :- ( t t.�. }-- C 1 f [..''!� i. ,, t D �1t -Y. i i tt t r 'i '3 r- �fi , t rt • "�'.{ I 1. nary t t. �'.i tr•4 ° } 170 46,0 t'T r .fir, 1 y t :" .{ ;.± :' � `` JJ �',.'i`! rF..] {�.s. !rt �' t it } r }�y..:- •`�pt� vi=a+ i�at, x j t ,ti_' -4t fiky t t - >_ �'i: �ej A -I.if.v �. tL. t- .:t f i- -tL I. .l.l t� :')• - t // / / y' L« r / ,_3n';4•i / 3v i -T.:r; 1 T -11r. :t f f. •.,a .1. X1.t11.,' ic[ � ',:t [• uat 4�1 t -I 'i ,`.� r 'Fty�z }`>z,� "• {: }.- . Y .! .Yt'r _{ Y tY.f i. !F �� }t -D i 7 '1 i ._t'e' •::tL -. _ •}. ,J'" -, 1 2 1 K ✓ t: yt' 1..r 1 •�k; ,_tt.. ,i / ,L 1. 1, .;.. 4,,. -i.. -. _ 1 .f.{ . e•'i..� 1 r:. k. •: t' 7 } .v'Y •d . } -[' C i . -t !' �t -i: : ?'- ,+4.,.1.i'. ,.�. -,�j C- •} •� !- .Z:t',.L'�y[i 1F';L� T_ - t:.t. ? h -,1 :i' - MT '� ; X i`Y r •{r � it i�r.j -t. ^,r ,.:i`1 �i.. x , ;r � Liri.R: -E {.l .r rZ��'•` d r.+l L � L� raft T.r �.. } t I:• - ..'�'.''•� :f:w H. 1 •ri 2 1 -i - I OPTIMAL PLANTING SEASON. 1tr - t t i LStt[ r�Y1 3r.h>tti,r DORMANT TEMPORARY SEEDING SEASON. IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. Y USE MULCH. * LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. ** INCREASE SEEDING APPLICATION BY 50%. * NOT NECESSARY WHERE MULCH IS APPLIED. NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** PERMANENT SEEDING DATES JAN TEMPORARY SEEDINGS MAR APR MAY TYPE OF SEED 1000 SQ. FT. ACRE REMARKS SEP OCT NOV WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1 " TO 1 1/2" DEEP �g 2 1 SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP .6 5.5 -8.3 ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** PERMANENT SEEDING DATES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 35 .8 �g 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 1 RED CLOVER 5 .12 ULjUZ < �I 3. KENTUCKY BLUEGRASS 15 5.8 --7.5 2 1 z CREEPING RED FESCUE 15 .4 LU STEEP BANKS AND CUTS 4. TALL FESCUE PERMANENT SEEDING AND TOLERANCE CHART SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY U LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 1 RED CLOVER 5 .12 ULjUZ < �I 3. KENTUCKY BLUEGRASS 15 5.8 --7.5 2 1 z CREEPING RED FESCUE 15 .4 LU STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8 -7.5 Z 1 2 KENTUCKY BLUEGRASS 25 .6 < W tr °Q M w I z Z -< a- }. �= _j to 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 CONDITION EMERALD CRQWNVETCH ** 10 .25 WW a 9< ow �o ! 0 ' <w LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 SPRAY CREEPING RED FESCUE 40 .9 �-- E-- Mw i.L. z = t.�. }-- 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1 1 1 (TURF TYPE 170 46,0 5.5 -8,3 2 1 2 8. TALL FESCUE * 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT. RANKING: SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE SEEDBED PREPARATION SEEDING APPLY LiME TO RAISE THE PH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS F SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE L SIS ERTILIZER (OR EQUIVALENT PER 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDI G TO PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW iN ORGANIC IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES SEED TOLERANCE CHART. WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING DETAIL 06 NOT TO SCALE C2.6 9 �u� 10 11 12 13 14 15 16 f WN BY: TCW CHKD. BY: ACH SCALE: NTS DATE: 08 -19 -2005 W U J d � Uj V z � � Q �- ULjUZ < �I U Z C-4 z W _ LU w z 0 w U w 0 Z w.. SOIL < W tr °Q M w I z Z -< a- }. �= _j to W a! Z Z ZQ o �"� w tY r_' z Q WC c,� v SOIL CONDITION J =0 p < � �0 WW a 9< ow �o ! 0 ' <w w W TOLERANCE W ET NORM DRY GEN. SOIL SPRAY �n t- -10 V E-- �-- E-- Mw i.L. z = t.�. }-- = g� W i= CREEPING RED FESCUE FESTU CA R U B RA 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 S KENTUCKY BLUEGRASS POA PROTINSIS 2 1 1 1 1 MED. 1 20 -35 - 12 18 10 -20 MT TALL FESCUE FESTUCA L. ARUNDINACEA 2 1 1 1 1 1 LOW 1 24 -- 35 - 24 36 - 5 14 T PERENNIAL RYEGRASS MED. LOLLUM PERENNE 2 1 2 - 1 2 HIGH 2 - 15 20 12 -18 - 5 10 MT CROWNVETCH CORONILLA VARLA 1 2 - - LOW 1 5 -10 24 - 14 21 T RED CLOVER TRIFQLIUM PROTENSE 1 -- 2 - - MED. 1 7 -10 1$ 5 -10 S S RANKING: SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE SEEDBED PREPARATION SEEDING APPLY LiME TO RAISE THE PH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS F SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE L SIS ERTILIZER (OR EQUIVALENT PER 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDI G TO PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW iN ORGANIC IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES SEED TOLERANCE CHART. WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING DETAIL 06 NOT TO SCALE C2.6 9 �u� 10 11 12 13 14 15 16 f WN BY: TCW CHKD. BY: ACH SCALE: NTS DATE: 08 -19 -2005 W U J d � Uj � Q ULjUZ �I U � z LU LU �J U O a, to D � w � O z PROJECT NUMBER 05 -171 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET oV OF 0 3 4 5 16 7 9 ,.,,---fl 12 13 I � �� - \ / q \ M � � / / / T TI \q - � i- � /./ INV = 876.30 \ �r � .. r .r....� ....» ........,.,.,.... ROOKED CREEK REGULAT Q / `�" �� �`� r��-- -- - -_� --------------------------- -- - - -_ --__ .- _.,�,- -_ '"" -_---- ..1 ----- (APPRQXIMATE) ,% ,/'� ` ,------.----.x ---���_ - - -_ - - -T ___; -__- �__- _� - - -_ -_ _���_�� - --__ 882 883 =•- =__ " -'-` _ _ _ _ _ _ _ _ _ s4" RCP 25 EASEMENT FOR pR I AGE LI ES d\ i' " — - - - 881- ` _ _ _ _ `` - - o, — — — — — —/ / �i .-- ---- ,�_ —��` -- •---- -- ___— ___- _______;_ -____— ` __.`_ - -879 -- -_ -_ — --- -- — ~ -"`' - �� - - ._ _ - - - _.__ - _... _..._ ._ _...._ - .- - - - .._ _. - �// / INSTRUMENT #5725 8K 268 PG 46 .._,�------ - - - - -- _ -- -7- - - -- _.... _ - - RAtNAGE MANHOL I �---� _ _ 7 8 7 -- - - _ - - - "'_-, ` r TOR = 881.33 E �// / &ASSINGMENT INSTRUMENT #10274 8K295, PG274 / rw � \� ! , 1 I/ , /� ..-- _,�.- _— __�_-- _ -_T_— -- _ ---- -_ _ - -- � - -- -876 _ - --- - y = �"_�___- ___- --_ - -� `_ -,. � �` t /, ,- . !N V 8 74 ,12 ^�-- - \ r I I ll ! ' ! ' �+--.� - -- 8 7 4! — .-_.,.. _ —....._• _ —_ _..._` " - ~ --� - � \ \` \ t DRAINAGE MANHOLES f �'' �W �/ t 1 1 1 t ,I /�-`� �� -r _- - -------- _--_ -- - g73 -- ____-- __ - --- -- — _..__._ -- __.___- _;`�"•_'"'_�.•�....._.� -, \ �\ TOR 882.00 / / / -�''"" - -' Y fs 1 1 `, - ---- X72-'--------- -- - --- _----- __-- .. -. - -- __- •.•...—� \ \ \\ ` \ �- �� INV - 8'4.25 / CONNECT TO EXISTING _ ----'" .��'� � 1 1\ � � \�\ � � � -TAL- �J�E��Io - -- - - - - •_, _ - - _ _ � � \\ , `\ � > > ` � � _ - - - l --�- - _ - --- f - � �� \ INV = 874.00 - -- - - _ _ � ` \ Q ____11 � �1 i �� - _-�- / �-/ -TELECOMMUNICATION `SERVICE ,,�,.- r� ° `�\ \\ \�� � �\ \ \ v----------872--------------------------------- _` _ '~- �\ \ \� >t �t1 �. F _ // / COORDINATE WITH PROVIDER / d \� . �� \ _____ - - - ti _- ____,__- ___- - -_-__ - ~--` l 4 1 i r \ \ \�\ \ \ \\ — -` �\ t �y� ` ` 1 I 1 11, ~ )I I — �- — - �� _ J - - - -w r _-- wt� -- - -- war_-- -�r.�� - -war_- - fir_- -w' - -- war____ war---- vrtr_--- w#r - - -- war-_ - -- war_ - -- war___ �� ° \� �� 11 \\ \� �, \ \ \` _---------------------= ___�.= `_- _ - =__- - __�_____�_ --- ~� 1 1 ! ! I r ! i /' - / J TA N TI 0 \ � \ \ \ \ \\ ___.--- - - - - -- ------- --- - -- - ____ __ --_ t I I .. + , � 1 �� -w _ _ I ~` �- � INV = 876.52 ° - \`: t �`� \� \�\ \\ \ \ \\\\ �\C _ -� _-- ---- -_ _._ --� I �' j j j � ` ! I I r t �" w *YO / I CONNECT TO EXISTING \ \ l t 1 I 1 r L �� - - _._,_ r - � ° ELECTRICAL SERVICE \\ � \\ \ \\ \` \ I , , 1 1 it r � r - - _ _ - r TO EXISTING 12" ° \` \ ` ` \ ` 1 -11i _ � � � �„ ?BLUC WATER MAIN, PROVIDE o.00s z \� \ \` \�\ \ \ \ \` \� I I I 1 1 , ,1 1 / I / / l 1 ' / OORDINATE WITH PROVIDER WET J, rA , \ \ \ \ \ / r �� , S r ....._L — _ ( ! r 0 \\ \ %\ \\ \` \, \ \ \` \ \` \\ 1,/1 l I, /I 11 11/11/11 -w --- _ � °o \\`' ` \ \ \ \ \\ \ \ j) r, / / /f I rJrr AAA —' d // �� %"\, //1 \ \` \' ` \ \ \\ ` \\ \ t1// ,/ r, I jl/I f I Ir II DRAINAGE �y�t/ Z I•- to / � -,-, P \ •• • r \ \ \\ \\ \ \ \\ \ \\ \ 1 t / / r / f r I , , J I I ! r TOR fi. oo .1 - � O O � / / ,.�. --- ` -� ROp�s o° \ \\ \ \ \ \ \ \ \ \ \ \ ( ! I , / t ! ! ,/,///I r IW 5.13 �� /— �' SANITARY MANHOLE BY OTHERS Q �/ SANITARY MANHOL Y 0TH .� 20� cw ° \ \ \� \ \ \ \ \ \ \ \ 111 / I l / /I /i/ , , , I - ' -`N � = ���. U d� r / ToR = 582.50 - � 72 iF 0 — � � �T w ♦ \\ \ `\ ` \\ ` \ \ `11 ` \\ \\ !f I I t ! l ! ' ' JI J r r / 1 / J f l II C- -' ,,�. i' INV (NW)= 871.45 W nj E / INV (NW)= 872.61 � • __ 8 r t/C - ~+�i S \ 000 -_�. • ' � \ \\ \ \\ \ \ \` \ \ \\ \`\ POND D ' I 1 I/ I ' 1 ! I 1 ! l 1 1 I . q1� INV (SE)= 871.55 Z N / CONNECT TO EXISTING SOR,3 R IEAS ° °° \ I d' ,, �\ ` \\ \\ ` ` \\ ` \\ NORMAL POOL = 874.00 / l / 1 J I > > ! 1 / , l I 1 %� '- 5 ® � E' ``` vo r 6 \ `\ \ ` \ \ \\ \ \\ \ 1 -Y F V = 80.66 ! ! l / / , ! ! r ! j I I ! r t 1 Q�G , Z O /p / f+- ~-- ..,� �• '•- NT o p I \ \ \ \ \ \ \ 00 R LOOD ELE $ I I l 1 / ,//// ! l % 1 r ��c' a 0 o // / MANHOLE AT -- 45% SL � -_. ♦ • ' \ \ \\ \ \\ \` \\ \ ` \ \\ \\ \ BOTTOM ELEVATION = 866.00 I 1 l t ' 1 J ! ! 1 I 1 1 / I / ! 1 V 11 '� >: / INV. = 872.81 ^`' OPR -._ ♦ \ \ \ \ \ \ \ \\` \ \ \\ `\ \ \ \\ \ \ \ \\ / / If I / I t l / r ! 1 I I / �/ Z % / / •� �, o° \ \ \ \ \ ` , \• \ \ \ \ ` \ \ ! l l ! 1 1 , , I I I ! 1 1 ! � / / / -�' -- B ° `\\ `\ \ ` \ \ \\ \ \ \ \`� \,` \ \\ !,l ,I /1 /� / / 111 !I /pe) /I Ir\1 , /� / . -/ 1 o \ \ / C9 0 ~' _ -- -- s -_ :: D SANCTAR'Y MANHO � `� \ `�\ .\ \��. \ \ \.\ \ \ \ \ \\` \, \\ / /// I / /r t, j , /'�/ /� 1�/ 11II��b/ rI / / 0 — .—w—�- fi C900 ° ` \\ `\ \ `` \ \ \� `\ % \ \`\ \` \\ \ r rl 1 ! �f r Iron / f I r i r1 i r I r \� a T.O.R. 880 \ \ \ \\ \ I ! l I 1 // \ \ \ . \ 1 , , , 1. I / / 0\6 � �v WATER LINE ;� `` �..! 'w �t 874.48 / \ \\ \ \ \ \ \ \ \\ \ \\ \ \` \ \ \` \ \\ ll/ ' I ,' 1 Ir\ \l I II Imo' / Irl Ic / PROPOSED / \ --.. \ w ° \ \ ` \ / ! l r /`ot 1 r MANHOLE / ` a ` \ ` ` ` \ \\ \ \ \ \` \ \ \ \ t ! I 11' CO /1�/O� +`I /cb / ! ! I I l l \ \ \ \ \ \ \ \ \ \ \ \` I I I /l j^ �l I l / / 1 / ! 1 884. r- --- \ / / � 11 q FIRE HYDRANT / \ q CLEAN OUT \ \ \ \ \\ \ \ \ \ \ \\ \ \ \\ l /l I , I , ! w�, I I l , I ' ! l V ,. \ \` \ \� \ \\ `\ �\ \ r l l / /toll, 1i, Il INV. = 877.00 j cp \\\\ � \` \` ,S\ \ \ ` \\ ` \ \ \\\ I ! / I /I 1 1 //\! ! ,� l / ! / /! /! 1 / /mil I / r K r)= 870.43 \ / j ►+ 1 )= 70.53 \ I / Z w ` ° \ �\ \ \ \`�� \ \ \ \ \` \ \ \\ \\ \ \ \ \ \ \` \` \\\ ' 1 1 1' I I 1I j/ /'O� l 106 I /I I 1 111 1I /80, II II ° \ `\ \ , \` \ \ \\ \ \\ ` \ \ \\ //// I / / I>' /, I r /10/1 l// , ! / \ / // / PROPOSED , \ \ ° `\ . � \� >` \\46> \ \ \ . \ ; � l l ' l / , 1 ro / r , ' 1 \ / / / � W FIRE HYDRANT / \ \`�O \ \cP / \`9 \�j\G \ \� \\ \\ ` \\\ \� \\ \\\`\ 1 ! 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A - p w :. . e ♦. ....... ,k ... . // o i \ \ \ \ \\ \ \ \� \ / / / C / I / / ►•�- w w O W m z Z w COMPACTOR o M �� _ ♦ \ \ \ \ , , , , , / / / // \ O • \ - / I I / / /I / // W Z Z t+ V V) O Z O U Q 'Q o \ V E�' \E\N SEC�I e �j'� / // 1 I\ \\ ` � / / I I ! / V � � S z ° 90 / LUMBER DOOR � W z I- oc ° \ \ II`l� t3 ,2 \ / \ \ ` _ . / / / r // It �..1 0 v1 W Q W \ \ \ \ \ \ \ /. � _ .� - III Ill // / � Q Q 4 W � F W � 0, W W V � \ ° ` \ \ \\ —� / /,- --- -`\ � I I I 91 CD 4/ W Z 1!p 0 0 \ \�\ 7 -� /�/ / /- \ 1 / I .11 I l �o ll V (L c o° WETLAND AREA 1 \\ I )� / j / ,/ I III / 1 / // I/ / in V //, O N 0.. \ 0.206 Aces I // -�. - , / / I / !! / / (j ms . / 0 1 I Irf / i M L 2 J H G F E 0 0 A 0 2 3 4 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 5 no 7 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $75.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3 212 GASKETS ASTM F-477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR. 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http: / /www.ctrwd.org /. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the L'strict office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge - stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Lateral- rev.04 -01 cf TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED 1) ON 9 Pipe Diameter In. Minimum Time, mints Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, mints NTS DATE: 08/19/2005_ 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.9854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2,0374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 16 11:20 14:10 199 158 3.418 L 50342 L 11:20 14:10 11:20 14:10 11:24 17:48 14:15 22:15 17:05 26:42 19:58 31:09 22:47 35:36 25:38 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 26:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 4340037 52:21 61:00 69:48 78:31 24 27 22:40 25:30 89 88 13.674 L 17.306 L 22:47 28:51 34:11 43:16 45:34 57*41 56:58 72:07 68:22 86:32 79:46 100:57 91:10 115:22 102:33 129:48 30 2820 80 21.388 L 96:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 3 4 5 0 7 01 U Us 12 I13 I14 15 TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY 2002 16 1. Standard specifications of the District ri t and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in p P accordance with Section 715. in accordance with ASTM D -3034 (S.D.R. 35 and ASTM 2321. PVC pipe shall have grooved bell and gasket. The 2. Santa sewer pipe shall be PVC ) pipe shall be made of IPVC plastic having a cell classification of 12454 -B. • specification. Fittings in sizes through 8" shall be molded in one piece with 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 spec cl 9 elastomer,c points and minimum socket depths specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance s as p section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 704.1 of with sec p p 9 specifications. j Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. r manholes shall be recast concrete manholes in accordance with ASTM C -478 and Section 720. 0- rings shall conform to C- -443. Kent 4. All sanitary p Seal o r equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. q pp Manholes shall be air tested for leakage in accordance with ASTM C1244-93, Standard Test Method for Concrete Sewer Manholes by the Negative Air g Pressure (Vacuum) Test. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers recommendations and performance A. st p 9 specifications P y e manufa cturer ' which have been provided b the and accepted b the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. established from the elapsed time for a negative C. Accepted standards for leakage will be est pressure change from ten (10). inches to nine (9) inches of P p 9 mercu ry. 9 . The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or- less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional ifteen I (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) n to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine seco ds q the applicable minimum elapsed time. it necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. D. If the manhole fails the test, ry p E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. P 9 F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be y 9 PP applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. in Infi - Shield Uniband or approved equal. Prior to placement, the top 4-- inches of 6. The manhole chimneys, including all riser rings shall be sealed using pp q , the manhole cone and casting rame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 9 2- inches over the flange of the manhole casting frame. 7. The casting levations are set b plan. However, the castings are to be adjusted in the field b� the Engineers representative should a discrepancy g y P � h rode. Maximum height of adjusting. s shall occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish g 9 ! 9 9 be 12- inches. n r paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be 8. Backf�ll around all structures and all cuts u de p g backfilled with 9 ranular material in accordance with Section 211. Backfill under sidewalks shall be c;ranular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be. responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of p t' 9 construction. 10. The Contractor shall be required to furnish the developer I s Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be P 9 authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed b y an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot 9 P of water above the sewer line being tested. tests shall performed on all flexible* pipe after the final backfill has been in lace at least 30 days. No pipe shall exceed a vertical 12. Deflection t a be pe o p p P deflection of 5% deflection test results. (*The followin are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The 9 deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding or flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be 9 PP No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -96 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the i e. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe p P P g � have been completed and the entering existing sewers shall be plugged with screw type mechanical, braced plug until such time es all tests on the sewers a p lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. all 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pie Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Cot a provide Contractor shall r vide measurements of the slop e of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 4. In the event the Contractor does not meet the minimum slopes, the sewer section and an 2 p Y other affected sewer sections shall be reconstructed to meet such minimum slopes. Laterals are to be traced with a minimum size of 14 gauge wire from the w e to the terminus. The contractor for the building or home will extend 25 g g y the wire from this terminus to the building cleanout adjacent to the building. 26. Any utility crossing closer than an 8 inch separation requires a concrete encasement. 10 11 12 13 14 15 116 1� . � . � . • � .. • � � , w �. 1 A M A I� A NIA z } i DWN BY: TW CHKD. BY: AC H SCALE: NTS DATE: 08/19/2005_ { 1 s i - Q �vZ U r) l!i LLJ LU U Clem F' N I PROJECT NUMBER 05 -171 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET OF 1 2 3 4 5 6 7 9 6� / 1-100 ����r ` CVXS iqly L ! / err + � �� � s� i� asa. m sae m. seer_ _r aum a .. -+ °� •�6 / wtr____w _ y K / 1 I / 1 J / / RIS, 1 / , H I / G / / ! / / =01 E MIJ CI r1^ta ztz saJ •ra sa mo ® ataas sbe� tiers 31� s3sa •'•.• •••O•• � �o � �/ �� wtr - __wir---- wtr- w#.r--- -wtr_ wir____w$r -a � •sra aes aaQ -a m vs e� aura taro• •aaa isss�, wsa� srR•s ssla .m:a srae .� •�• imma snns SOD tm c_ �� ira sssesesr � •tom �- are• a •gas• sav sv � -� `�.� �� 7 SOD IN RM a '� _._. t tl ae:a l�ttl , t tl t Ils� �ttta ttttti\.,tttatatt,lLa•, ita t . 1 t t •�,, ltt t .ta tt•.4l,t t lt' t tt at s ' tt t� ta\ta`` •tt l.5l l i t' tttt .i t` tSt t, tt llf.t1t`tti ttttt i t it lt ai, lt tltl lt .l lt' ?t } l-. ,�tta- �. t,l, a�l. i\� ,t.t l. � }. t tta lt ;tY it lt, ?ltat tt?l , tt:t�ltttttl,tt ,l ttlf,tt,tt,I.ttit, tt it i ,ttlIlt ttl t t lltt t �allttIt,�•la. k t�;tisat1.t�a. �•,1 .at t. t ` t ' \t iti it,1t l f:�tIt ti 1`t.t ti , ( t\l`.. .t�ltt! at�lt l ,1 t l ,}\l.t,'� t. t i! • i''t.: , e ;. r ta . . Crc,( klylti: tt ',.�r,,stntatt:.tSillttt!l ,i aatiltrt�tl•ttttli`t t i li ,ltat� i, itttttttatalitl tt t t{ 7 s !tt:`7 ct ttt`t1`-t l 1lt, i t�t� i� ti tt1 � i�tr t .\ttltltlttttttaitt,t1tl1tt t1 ti t5 tlt ! atI, ttt ta"�.l:.,t i ,",t iitlt t tt�,,t _ li ` ttt i,lt•i�lttltaL�i• ti tl`ttt�it lt! i tittt!f�;ttalt' iI: l�fa.lItttlttttlt l� `t�? a�.?tt!ti` ail titit ti ttalltt l `1tt t tt j ."it l "`t1 � � � C—soo ;lt 3 r i.tiltlttt�t Lirrigation Sle eve RM ti iit � ttt Q C 5 C K T /! I�I CK yt: 3 ! ttt_.......�... 1t 1. t... .... ....,11 !.t1i t _. .. .. - i 1..�.,,.,etttttl. .. f•!1 >ttt._)... �. \t,� -,tt ttt ... ,tl ttt 1�� Q B .... .„,<..!�ttitt .t ..t .l.l.t,l•.ttttt . . . ..at !1tt�t)t�il. 11.it.atf, iLt i iatititt 41 ltlt,uttt •� A, A MY I I ® L ' 1 iI e II Li r� II II . f- -,r -7 V_ -1 9F _ i 1 2 3 4 5 6 7 8 RETAINING WALL 9 4 11 LANDSCAPE NOTES 12 (13 I14 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK 1996, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. 5. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS PLANTED AT GRADE PRIOR TO DIGGING OR AS IN THE CONTAINER. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. ALL TWINE OR ROPE SHALL BE REMOVED FROM AROUND CROWN OF TRUNK TO PREVENT GIRDELING OF TREE. 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 9. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE TIME OF PROVISIONAL ACCEPTANCE. 11. IF THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 13. STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE YEAR. 14. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING CONSTRUCTION. ANY MATERIAL DEEMED DEAD OR UNSATIFACTORY BY LANDSCAPE ARCHITECT WILL BE REPLACED EQUIVALENT IN SIZE AND SHAPE AT NO COST TO THE OWNER. 15. ALL EXISTING LANDSCAPING SHALL BE PRESERVED: NO SOIL STOCKPILING OR STRIPPING, NO EQUIPMENT OR MATERIAL STORAGE SHALL BE ALLOWED. AN ORANGE CONSTRUCTION FENCE SHALL BE CONSTRUCTED TO A DISTANCE OF NO LESS THAN 10 FEET OUTSIDE THE DRIP LINE OF THE EXISTING TREES. CONTACT LANDSCAPE ARCHITECT FOR ADDITIONAL INFORMATION. 16. IRRIGATION OF SITE LANDSCAPING TO BE COMPLETED DESIGN BUILD PER DIRECTION FROM OWNER. SET TOP OF ROOT MASS AT FINISH GRADE • SPADE EDGE ' BED PREPARATION 6/, 4 PARTS TOPSOIL 1/4 PARTS PEAT 1 /4 PARTS COMPOST SHRUB AND SMALL TREE 1 1 • �O V S -1 ZON /v 7 C 1� NEVER r-GUT JtEADER. THIN UP TO 1 OF BRAN HES RETAINING NATURAL SHA F TREE. DO NOT LEAVE STUB ri ATTACH GUY WIRE AND HOST L &IR ABOVE FIRST BRANCH STAKE TREeS UN 3" CAL. USE WOOI F t__STAK§S 3 PER TREE 0 12C I GUY TIREES 3 H CAL. & LARGER USE 2" x4 " STAKE, DFj,iVEN BE OW GRADE. (3 STAKES 120' APART SET TOV OF ROOT CROWN AT FINISH GRADI CUT ALL BINDING AND REMOVE WRAPPING FROI TOP OF BALI 3" MULCH LAYER AS SPECIFIC 4" DIA. X 4" SAUCER AROUND PLANTING PI' PULVERIZE SOI EXCAVATED FROM HOLE AND USE AS BACKFIL LOOSEN SUBGRADE AROUND CENTER MOUNT AND INSTALL SAND AS NEEDED TO PROVID ADEQUATE DRAINAGE AND AERATIO' STAKE TO BE 18" BELOW PIT I' UNDISTURBED SUBGRAD UNDISTURBED SUBGRADE BAS` PLANTING DETAIL NOT TO SCALE .3" MULCH LAYER AS SPECIFIED — FINISH GRADE S } 115 116 , 7` HOSE GUARDS AND GUY WIRE --STAKE TREES UP TO - �� w t t t� 8' HEIGHT, 3 STAKES t t. ''. r t '� 1 1 t GUY TREES 9 HT. AND- TALLER. USE E� 1 ZO' APART 2 "x 4" STAKES DRIVEN BELOW GRADE. '� , 3 STAKES 0 120' APART ' t EXCAVATE HOLE 12" LARGER I rr 1 THAN ROOT BALL Ilk SET TOP OF ROOT CROWN AT FINISH GRADE j SCARIFY SIDES OF HOLE t ti t t CUT ALL BINDING AND REMOVE WRAPPING` FROM TOP OF BALL FINISH GRADE 3" MULCH LAYER AS SPECIFIED ! t yR • , r t l t t t �1 '� t 11 r4 4 DIA. X 4 SAUCER AROUND PLANTING PIT PULVERIZE SOIL EXCAVATED FROM HOLE / > AND USE AS BACKFILL \ LOOSEN SUBG RA DE AR OU N D CE NTER MOUND AND i \ \ INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION 18" BELOW PIT IN TURBED SUBGRADE (SET 120' APART) UNDISTURBED SUBGRADE BASE EVERGREEN TREE PLANTING DETAIL SHADE TREE PLANTING DETAIL WIDE TAPE CONSISTING OF AYERS OF CRINKLED PAPER 4ENTED TOGETHER, UP TO aT BRANCHES ;AVATE HOLE 12" LARGER N ROOT BALL �RIFY SIDES OF HOLE SH GRADE NOT TO SCALE HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5.544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NOT TO SCALE „_,• 10 11 12 13 14 15 16 DWN BY: DTA CHKD. BY: G8 18 Ginkgo b0oba 'Princeton Sentry Princeton Sentry Ginkgo 1 -1/2" Deciduous Ornamental 40' 6 & 8 15' MP 27 Molus spp. 'Centzam Centurion Crabapple 1 -1/2" Deciduous Ornamental 20' 8 & 8 15' PV 21 Prunus virginiana 'Shubert' Shubert Chockcherry 1 -1/2" Deciduous Ornamental 25' 8 & 8 20' Q N JS 188 Juniperus chinensis i Sea Green Juniper_ 15 "— 4" Evergreen Shrub 3 ' No. 3 Cont. 5 i- ' D JA 109 Juniperus horizontalis 'Plumosa Youngstown' Andorra Juniper O Evergreen Shrub 24 of No. 3 Cont. ' 05 -171 PM 155 Pinus mugho Mops Muaho Pin 1810—ge Evergreen Shrub 1-31- ' / 0 :RM] — Rosa 'Radcon' Pink Knockout Shrub Rose 18 " -24" Deciduous Shrub 3' No. 3 Cont. 3' :DBl 71 Daphne x burkwoodii 'Carol Mackie' Carol Mackie Daphne 18 " -24" Semi—evergreen Shrub 3' No. 3 Cont. 4' ' 07 Spiraea x bumalda 'Anthony Waterer Anthony Waterer Spirea 18 " -24' Deciduous Shrub 3' No. 3 Cont. 4' -5' WF 11 �� elge a ori a Java Red' Java Red Weigela 18 —24 Deciduous Shrub 30 No. 3 Cont. 4 ennisetum olopecuroides Little Bunny Ornamental 12" PL 323 'Little Bunny Fountain Grass No. 2 Cont. Grass 12" 7` HOSE GUARDS AND GUY WIRE --STAKE TREES UP TO - �� w t t t� 8' HEIGHT, 3 STAKES t t. ''. r t '� 1 1 t GUY TREES 9 HT. AND- TALLER. USE E� 1 ZO' APART 2 "x 4" STAKES DRIVEN BELOW GRADE. '� , 3 STAKES 0 120' APART ' t EXCAVATE HOLE 12" LARGER I rr 1 THAN ROOT BALL Ilk SET TOP OF ROOT CROWN AT FINISH GRADE j SCARIFY SIDES OF HOLE t ti t t CUT ALL BINDING AND REMOVE WRAPPING` FROM TOP OF BALL FINISH GRADE 3" MULCH LAYER AS SPECIFIED ! t yR • , r t l t t t �1 '� t 11 r4 4 DIA. X 4 SAUCER AROUND PLANTING PIT PULVERIZE SOIL EXCAVATED FROM HOLE / > AND USE AS BACKFILL \ LOOSEN SUBG RA DE AR OU N D CE NTER MOUND AND i \ \ INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION 18" BELOW PIT IN TURBED SUBGRADE (SET 120' APART) UNDISTURBED SUBGRADE BASE EVERGREEN TREE PLANTING DETAIL SHADE TREE PLANTING DETAIL WIDE TAPE CONSISTING OF AYERS OF CRINKLED PAPER 4ENTED TOGETHER, UP TO aT BRANCHES ;AVATE HOLE 12" LARGER N ROOT BALL �RIFY SIDES OF HOLE SH GRADE NOT TO SCALE HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5.544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NOT TO SCALE „_,• 10 11 12 13 14 15 16 DWN BY: DTA CHKD. BY: ACH SCALE: ' 1 =50'.. DATE: 09/28/2005 w V w �Q LLJ < < U Z � =� UzV t � F� Ca Ln U. u1j:2 V) Q N � � J 00) a rn w D w O z PROJECT NUMBER 05 -171 DESIGN PHASE CONSTRUCTION 1011 - PLAN NUMBER SHEET OF