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07070006 Site Development/Landscape Plans and Exterior Elevations for Review Only NFC Rcv. 6/22/2007 DOCS
PLA S FO' ,4DD LS ' E IE SIT DE ELU� P T LAr�� NF IT �� OWNER LA FITNESS INTERNATIONAL, LLC 2600 MICHELSON DR., SUITE 300 I;ViNE, CA. 92612 PHONE (949) 255 -7440 FAX (949) 255 -7428 UTILITY INFORMATION SANITARY SEWER CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 N. COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280 -1098 TELEPHONE: 317 -844 -9200 RYAN HARTMAN GAS UTILITY COMPANY VECTREN PO BOX 1700 NOBLESVILLE, IN 46061 -1700 TELEPHONE: 317- 776 -5526 JERRY BREECK ELECTRIC UTILITY COMPANY INDIANAPOLIS POWER & LIGHT CO. 3600 N. ARLINGTON AVE. INDIANAPOLIS, IN 46218 TELEPHONE: 317- 261 -5277 VORM SCHOPPENHORST WATER COMPANY VEOLIA WATER INDIANAPOLIS 1220 WATERWAY BLVD ,INDIANAPOLIS, IN 46206 TELEPHONE: 317- 264 -7718 MARK SCHOCKLEY TELEPHONE COMPANY AT &T 5858 N. COLLEGE AVENUE INDIANAPOLIS, IN 317 - 265 -2727 DRAINAGE HAMILTON COUNTY SURVEYORS OFFICE ONE HAMILTON SQUARE, SUITE 188 NOBLESVILLE, IN 46060 TELEPHONE: 317- 776 -8495 117q\ BGC A 10 �'t h US 1 CAr- EL, I od 1 A C% 1-r r VICINITY MAP C) CS 1 C2.1 DRAWING INDEX COVER SHEET TOPO. & BOUNDARY SURVEY SITE PLAN .•(-t. , yi) c tai- .`CaR C3.1 GRADING and DRAINAGE PLAN 8675 PURDUE ROAD C4.1 EROSION CONTROL PLAN Fax: 317- 334 -1552 C4.2 EROSION CONTROL DETAILS �v A \ek C4.3 SWPPP O� O � � F C5.1 SITE UTILITY PLAN C6.1 SITE DETAILS C6.2 SEWER DETAILS C6.3 SITE DETAILS C6.4 SPECIFICATIONS C6.5 SPECIFICATIONS 1-1.1 LANDSCAPE PLAN 1-1.2 LANDSCAPE DETAILS 1 LIGHTING PHOTOMETRIC 2 BUILDING ELEVATIONS ' REVISIONS SYM. DESCRIPTION DATE "DON'T DIG BLIND" "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. Call 1- 800 - 382 -5544 2 Working Days Before You Dig. } }:• }? i' }•:v tiff } .......... i0 .•(-t. , yi) c tai- .`CaR C[/� \}j [11c- {'r ` %[ } {' }h��)Fn ♦` }{�� (Y�`� Ter Horst, Lamson do Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317 - 334 -1500 Fax: 317- 334 -1552 A F ITN E� �v A \ek GO O� O � � F O� Certified By: 0 � Z O z o 0 P > LLJ Cr U N W <<O ,, .. Z rn o m � °° .-- _ °D � o U ^ N C C CD •m C) p N O N p N (L O U V Cl) O J W C Q o Cl) w Title: COVER SHEET Sheet No.: 50 0 25 54 � - j L�'-j L_�j __ 'I � .� -_"_,�t � - '_ ___ • ~' ( IN FEET ) 1 inch = 50 ft. Cree LOCATION -0 . \ POINT OF 45' R/W COMMENCEMENT 45' R/W . T _ ..._- ••"" 01_,_01 ahel --ahem �... .r ,% % . 0 01-- -- o e oRNER - — ~- EST C •---• -•-- --- -- oh 0hel 0 8851 METERS NOR -- •-- - ohet • ---- `1 �• _01_01 ---- ohet �zh 12.904 FEET} NORTHWEST 1/4v c� SEC. 7-- T17N --R3E 4 " E •- 2155.43' REPC3RT) (SEE `'`� � , � \ . _01.01.. _ .............- ......r `� R --- 0 t h T R E T�� 9•. '4 ", k � ,T 2 :. . 754 99 01 01 ....._ 01 01 __._ 01 01 01 01 ._ '. _- _ ..._._. � _P__6 1 4 SEC 7- �•T'17 N R 3 E, 1 _�. - - w _ 0101_. r , r. __ ._.._..• �.�, • . , • . -.�.► • • r•.. a • • • 0101-.. • • ..�•.• + • •01-01.- • • �.� • • �.�� -r• -+ depresse o QRTH LINE, d;I�°' oT_ _;w;= _ -•:. (3•...._...:: -0101 ,0101._, • . 01_01., 0101._.• ..._._.,•��VV'_ _ -- ----�- 1 0101... :_ -. i U ?C �► O� curb ~ _ • -•01_01 -, - =„ -- x-- 9'05 4$ E -- 330.0 V $ . _0101... • . -L- _ _ -� ,0101,.. -. - �; _ - X ,x ►. '�, 5 ,� _ ....._ _..._� N 8 .. :..... -.F -- --� ,�-.x -- :x ----- -- - ;'t -`rnl-t -- --..,� _S--- j ---A PER IND R , I� X01 CORNER, . ,_0101.. .. _ • --- • - - • • o, � _ :. ��--�-'". =;� _ _ .- -- x �:. = --, L�N E, PR o I ^� � � NORTHEAST _., 1 .�. . . �...� . . . 0101.... • - $ -� X-- .- _ - N �',` ,� ', �` f '•1' �� _. 0101. rr�� 9 E 0101_._ v $ 2.74 4$ L. I _0101 .- . . . _0101_. _ ? ... , ._: ..i+..... y. 0101.:.. -�.. r....... ..� _ _ ,.a..+. .�. -t.- _;: _� ?1l' i-- f� 1 35--2 1R./1 'J R - -0101_. X _..- �` `. o ':� .�; _ �..- - Ito, �, PR,WPCT ,N6 T � {0 � NORTHWEST 1/4, _ �---- -?� y ''�� `L c� :nv -- 892.27 - ^� row conc,.s. ifv`�r $93.1 & q7 O • _0101_.. 1 • >, c. a N Oa'18'30' W ____ `" g1 �� �• ��' ��.�' $ ' g��• �,• ���,• `' $o �. ;�� ) , \ / g $ o,,...�g^�• rn ,moo SEC. ?-- T17N --R3E a \ S�4rt�• .fie 2i .a c) �, a } �. _ -A cp $y ,� _ ." bI- � � _..� tele � 5.28 S 00' 18 30 E/ - - _ _ 1 0- �-� - a9s-- ; _ - `te $ sanitary 1O A - - I ePRW i i ---S� -- �_ - - _. _. _ ._ ._ _ _. - - _ _ -$s�. maters - _ a '� --•� -� STAT - --- o.� wtr . _ _ 0101... wig ..F�..._. _ �►tr -- -- - wtr-- wtr-- RAILROAD SPIKE FD. ��� '' -- -, : `96 5-- 0101._ _ E3-- r,,, • , 0101 --zee - - = or - 95. l ,1.._ 0101... w�tr �� ' 4;� `� 55.5 -- 89� � - -�g95 ---F - u w x_009 ._ ...� o� q o'� EX. R W _,,, �._.v' � �FM. �- WW `I RST: 0 i� inv w `$�31;TJFa $ °� : X ,-�3 o�^� p g . • M _ / r)�s • = - - _ = ; ;�� :` �;,• :." - - r .._.� —$`� �� --•- -= =� "29" E �x 524.93' inV a X897 x 4} �� '� e-: 0101. NORTHEAST CORNER, P O ! NT O F / --� ° --� - --g_ ._ ��on Vie) � 1 �, N 8$ 48 -�' ` ` I • / ^� r O • 4 ' 62•- ' ' -•-- ` am 0111 l \ ! NORTHEAST 1 4, 1 hI i.� / A' ' ,� /3' ,. , _ r1 S3 - .�,.. � _ , , .,� = '7I-'1Ct""' /� / _ �/ /i S , 1 • ..0_- % B E G I N N / 0101. ,...,..,r -� r,�,���"f �,.,,, ��,,. -� --'�s "r,,?�c, ��,-- ..�.. 0101.. �• SEC. 12- TI -R2E 14.8241 ACRES / .y = 0101 -.,�.. �,._... �:. ,$ '� _., _0101_ „ _0101._ .r......_ _. It . �..,,�,L� .�-- -' Q _'ice ^�,y �- % ' '�'�� �`Cs�. �i �j $ • 1 fJ ` _�% j '/ •*c ...r.. ', <J43 I 11ll- " " % 1 / t / .. . `}`.Y V •L10 , / �.' +" !' lrM�:r \ \ t / ,. �� .r.... '�'� I/ ...�.+ w.. ....� .�... 25.35 8 j�b �- CUT X IN CONCRETE ?35.0 SG?. FT. , , , , , +.�_//. _ � $ -- --^ —• --- --.. -- .; -'- i'' 46 }58' 1 � •9 , 645, • I //t , ; , , �° ""_'"N :n -� - ' % ,O ?' ` �`�` " N" , -SS 1 225.,04 CIVIL DESIGNS-- curb inlet � 5 1 !/ ,•0101.. �.-_ g tk t r 8 water ,s� 1~ / REBAR FD. / / ! 1 / 1 t ! �,. � 1 � `o � NT �, ' t I/ ! •- I t •/ 4 ' r �. t TEAM 1 for = 892 08 N 00#56'59" W / r ' 1 ��� -, �. / I� 2' NON-- ACCESS �' line R �� ° W %ALUM. CHAP / / �, r I ! '�, .,,. 1 to off• �} }S' . I inv 888.4.8. - \01-01_• ..0101. . 1 0 / / r 1 r . { �, /, / x f o / --.� 1 xX \ \o,�, ) o 51.94 S• w "AMERICAN CONS. iG. a4�. / ,b l i / ; %.4 , ` . x �X, �, , ` ��c o• I EASEMENT �, �_ �n.�,a 1 �► X , / / �, } / l 1. , . �� - 1 � d '` a .-( 3r $g c�°' O �, / ( P� `ir a `1 o terminus , t , / 1 �$ , r 1 ! �, '� / �. -t� 4 - , �, �. S 01 ' 11 1 E o o'�' I x� (0 . g �, rc r P i 1 st3?, ' I // 0,9 g / } ! O o• , ) , $ - aund 2 NON ACCESS \ t i l t t $O t I �C r�,• JC RN '•- t �$ ,$ o, '`� / o, x 1 �" �, it I I # I t t r '! `2 `I1--ACESS° $'\ 1� 15.030 ,�� $o , x �' curb inlet EASEMENT 0101._... --OF- -WAY TO 6E tI i } I i I t U-1. 1 �•.�. GREENBELT `?. x I F tar = 892.10 t!z \ RIGHT / 1 r , . { I 1 t t 1 t I EMENT ' / V"; x �• gh I .� j inv = 888.35 ♦ . GRANTED PER THIS PLAT !� i 11 r t i I 1 t fill t t� 11. c / r % �-' c . , D. & U L�>nY x� j Ito \ Iz9 ±ACRES / 1 } i Imo' r i r i } 1 I i t I �4�• (dirt mound} ; N. I �r� � ��� 1 VARIABLE WIDTH S.B.L., Cg $� 0 �`'. \ ;, 1 rl I I 1 1 1 ircI l� , %.�-� f g l �,• t 0 1 2 11 1 �, /� $ 1 E& g h �• N 16 15 28 E ,,• ,0a • - 8,349.7 SQ. FT. (-) / �, r i I i t t t I j I r t 1 11 .- _ -- _ . -. \� C� X ti4 / 0 1 ,� I /E. 0. & U. ! x x N z h. �� I t ,� ,� 1 ` 1 1 1 ! 1111 o i ^��' .':�' �-' .- �"r g � 1 �,- C0N[M0N A 52.10 �,, $4 f$o i r t 1' ' t I t t r I 1 1 •.`b �.. ^o. f %� ' '�. - r x�' / $� J $� I t .\ \ --t x f.1 �� j I I $ � 1 1 1 $O 11 / �a b ` _c��;''�' 0,. -,X car i " / x o^' N 00 00 00 V� . H- DINER : L... h I t tI I I I ! Ill " xj / x�.�'� off'' � `. $� 1 �- , / ! j 130.00 I LOT 1 \ 0 V I4; AD J _ I t I f 1 I t 11 -�� 1 // $, ! T ARRANTY D ED I I I I 1 , . I r III ' 1 - _., 1!t 'SCE � /'/ , ��� X$ / � �$ G draino a manhole '1.098+ ACRES I I t I i e I t I t t I i ro f j r t J; f i $�� Z1 / '` • P. for = 893.97 t4 GARRISON ENTERPRISES, LLC I I I! I I I t I I I j I } , I t // �ec;N � ' 35 S S & LI E $01 $ 47$38.4 SQ. FT. .� I I I j t i .= I} I 1 I y I ! �o' r t 1 // t/ � ).: � I ,�o X $o;� X Inv -= 887.85 ♦CA a INST. #9609622016 j 1 1 I I t } j I 1 I 1t �,� 40 11 ,$ l� // /� N1 / �h• / �� 1 ,\ curb inlet 10590 MICHIGAN RC1AD N , � 4715 W 10fith STREET I 1 I j 1 1 t I j j t t t�'' , • / I � I ��',C /// `�� '�'�'r // x$ / � �. �. _ � _ _ -- - -- -- -- _ -, , I �- �,� for = a92.ata CARMEL, INDIANA 46032 . 1\ I I I I 1 I t 1 I! I 1 i ~i r 1' I I I a of /! f% // Q`5'ap 1/ �� / �, ., �4' inv - 887.90 Z {ONSVlLLE, INDIANA 460 ?7 �, gh. 1 11, 1 . III • n' // // g x \ ' 1 / , j/ 0. �°� �,� WESTON PARK SECONDARY PLAT •� x� x j '.i t 1 � , 1 t t o ! i r i o,°' j `Lt / �i l r ,h CX� 1 t 1 r / / / $a . `�°' x PLAT CABINET 3 SLIDE 364 0 Cornwallis Ln o- , N 6400 D 42 �.�y;/ a o� oc W 106th sl: *AIM" 1 x 1 i ., III 1 I 4o $°� t /1, fl,• 4 I i 1 �' �, / S , INSTRUMENT 200400016061 t I t I t I j :ICI It } //1� /,log x� \ t 11 os• �• �,�° ra / p`�" ',� -0 1 I , 1 } I (1 11 !1 1! p ggl 1; / q' $°' o $`�• r, \ ��°' ►,°' ♦ \ \r� t \ - (NATIONAL BANK OF INDIANA} �� �.g° \ � I Ii I t l i.l.! ar 1 i fo � ! 1/ 1 1 � !x '�' � I j 1 � X / X$ °' � _ O i I Ill I I I 11 t 1 p O• / 1, I'll t! 1 °' W14C) ko 1111 o / / Y. " ,y� $ X ` 1 �. '��' . / T 11 1 1 1 t I 1 L )L�' I a / /'{ J I / �' $ `s A° / i l l t t I I t 10131 ! !a }I I I I ICI ! f h O.,? / 11 i t $g`� r �$ ,► // Bonito manhole X \ r 1 1 ! i I I I 1 I irf1 1.1II f X 1'/$o t l j� i1 q0 °}i / /1 /,i�(/ $aa• ,/ / for = 893.57 '� 1 ,� j 'i �, -� f, 1� 7 O ,\h I I' 1 . t i I r I I Ill 1! l iI ift mound l 1 /i X / Inv = 885.87 . \\ \ 1 ` �" \ ! .- � , . OZ, tkl . Q• , 1 1 • , t I 1 I IT-1 j I I f .,. 1111 I I / x/ / 1 / ( \ 1 '�a� \.e \e 0101► ti O g 1 .I I f t 0 t l! I � I I /// t / �..� �` _ /�, g .� 4 w X� 1 I I " ,Wl 4 I I I ao / I t '� �v / � / A. * . '� ,I \e o3 •- ,,.-'' % x , t 1) • t j $ t I h t 1 I r t tip ,, f 1 t 0 / \� \ utb $92• � /�.►� �.' `1 <) I ( / 1 1 j p o 1 t / �, Qiit, o -I ,3 , 5 Q --p 1 1 i I g I1 / } I t t 1 of o 1 1 / p' - �', ..: tJ„ or �$ 1'$ •�• oy `�';.,, --ll ,� �' �t ! �I;»I I i t bc$ / / I 1 x / ! / / ,`V � -. .51 � /�• g �� , o t I t i t 1 1 t t I t yD I I 1 t t -' ) 1 1 t 1 / / / ` s.1 �. .j � it�y Fj�j , , / � •i�� ,�/' { .- \ . o, I t I I , I 4 I! t I 1 I I $ l 1 I 1/ / f ` x �; 1 �. % d �„ sy >�V,P` 1 o� I I t Ii O t` ! `•� 1 t ` i a / / \ �Q LSD �. '� �+ o��`' � t~D I 11 I I 111 t� 5. raj I! C o- ; t 1 1 i t Q. y l 1 t / / - 2$' i °� � �' `�Q� 1 . ', } I t } , t # '� x$1 111 ,� t ! I ! X� 44/ ! Qa Y 1 f a / / \ ` /�' �� �' - p12r� � r+ \ o� / `-, 1 t I t l l I I I I x°' 1 `�' °' a \�, .- , CO �- a •' d, .� 0 4 1 I I t III / I ! I I , t X / / 1 p,9 0�' S f `r E . � �\ \ \ /,/� 5 \ \ t X$ / l I I 1 } t t t I i Ill,, 1 I / I fill j I t %, `X X� / / I .1' °'' X� °�� LC t/ °'\ • -- _ t� \ . ��°� �i ° te\� � 00 � � `L' �j't •� s� I I I 0 I I I III _ o'er I j i , / - KITE MiCHI,GAN ROAQ L $ 0101 _ _ ,o o .- � ., / 6 r .0. I t Qw1I 1 t Ih Ii o �� , '� , x o 1. ,� �j .► I 1 1' t l I I I 1 t ji,It I� °��' j r moo'".. r ��4 / INST.�Of�3000437fi9 as2` - - _ Cl � �c r ��' `�`$ C,.+ �` ,,�� , '`� ♦?� / _ It t 10 t 1 t t t $ g --$ r' / , , -_ t 20 p• / P t j tt +..I 1 I I I I t, ��-, ,! '��` x/ , \ x ,. 1 I } ,t1 x1 i X� \ / $ , / / g ,t � � -' C, .5.+ - , 04 . *' �,� 9 \ I 11 I 1 I . . 1 t I, i / i 1 ,y '� , / / �� -�� 1,Q ��"s I I 1 11 1 1 1 '1 I I} 1 (I� / I i i I - / /$$y' ,` v, / / / •r 0 t� I I ,) � • I I i 011 ! p01 I g " -x , / / . k U < � / '' , Vdl> Off. I tt< t Ill . }Y, A I 4tt kcg. t 11 .\'b X$ � / / A\ f \ A \ � � 141"o- ,er, � � . r I ! } I I 1 i 1 p, • , / / ,CV p i r) / ♦ .fl x I X t 1 ! ! I t 1 I I I tK i I �°, �. - - r / ,�1 �N . `\ Or}, \ I � /� ro / o \. . t / I ) I I•i I , I I � I i I o$i ,►�'�. �$ / ,. x x \1 . \ $ o r • \ .�� < .1000, 15' GREENBELT I Ii11 l-1 t 1 ,IIll x f Ill, o $ I t I I 1,v r i r . °� ��� /' , �g� x curb inlet 1 1 - IY ` a': � \e\ , / / I ' t I t I 11 / I � °. X� x ^ '" / O . • 01 ut� $, 1 -5 LItNE / I t I ! ! t t I t I I I t / ,. '-, X$ tar -- $92.04 r �, �� \ a^ c ax - �zro $ / \ } )_ _ I I 1 t I I I I I I IjI t ` 1 t I r f/ 0.1 Inv = 887.46 j` i \ t Q o T < � � �\ t� . 10 ,! �' ltillt�ttt� ,1 Iili,y� ,��I �) I I i I• . 1 I )1 \ t Ill o� i 1 ,,�4r,, . � � � n Cry \ �0. �,. $g I I,�. I \. I � A111 \ ttjl , ~- - -_--_ .' Ile.-, t \ NVA � �, 24 02 42 E �_ �, 11 X A 'b I I 1 t \ t j IX ' ., r � / (field) / 1 i \ I \ 0 28.28 \ 1X1 I , I #► 1 I 1 1 1 t rif � / I I 1 \ ,$ .> T_ }!I,II I I rI III $h I 01' *i cy1 i# l• 1 I t I t �.., �` // t 35' S.S. & iU•E• \I S � \ WESTON PARK ARM OF \ �= t.-) 1111, I: ! I I i do * l tlttl / / / t . I \�� `IN t t ' �, \. $A L:`�q'4�`� ♦ PARK NORTHWESTERN L. O T 2 ° � kn `\ �' Do ;,1 1 , 1 1. t 1 I .U1 I (11 Oq tI 1t �� %, / i I i ® o $, X0 1.Of7± ACRES , \ A I 1! 1 III 0) iI l t t Ill, o� o ,� t ,/ t\ o REGULATED DRAIN I lcvi I I I- I I oO 4�c; I I I t r,p t i CAL• 1? ,I - -~ 1-1 I i 1 N$ �- 46,497,9. SQ. FT. �1 I2j I I I 1 1cp Ir,�a� ,tilt } . I t $ $�� N. �` - �°` �`� 1 �� $ t - , i 0580 MICHIGAN ROAD N . 4j h � ;t 1 -V,° . °1 i , I I , $} I I� If, }< �. \� g o)• p• i N, l "� t , D \ (P . 0- Q . � � 1 .l lit 1 tit x 1 t 1 -, t a $ �,°� °� °,`>' ♦ \ CARMEL, INDIANA 46032 -c' g I �f t I t �x x ` tJ o $ o! t ! I I ! � CONDARY PLAT \ x X t I f i 1:.. Ill t I, I I I °�° t t 1 g. o I / .' �' onhotc \\ s WESTQN PARK SE o. o y 0101 t i 1 �� ! I 1 , I t t } `? �. �, a 1 , san�to m \ '� . 00 1 I `f t i t 1 1�}. ,t, ► o, l el� % � tar = 893.92 ,o , 24 chairbock PLAT CABINET 3,- SLIDE 364 c3J \ a O t•••• 1 I I F .� 1,. I {c0 1 I I t I �� •�.� �$ / o� X x 1 I � / � 1 Ill 'i o / ` ° I �g`\,ti• curb ♦ p -y►... . I I t1 I x a I . / � inv {n)= 884.92 1 1 0 INSTRUMENT 24040001 (361 ; \ p r cot , (cot . I I I I I I , I I I X$' X h �� t .I r' �/ 1 / 'nv s =884.$2 t$- o, t \ p 1 t $ co a 11 a {} 1 s Pl . O # f i 1, 165 1 j 1 ' ! r ! r I ` i ' I 1 ��O /' h�_.- )C'�895 -. �'� `� . I // �O� 1� // �' . 1 ` �x 1\ O`1' j inlet 0 0 V�L"i�N�TY MAP j, t os ##c t I t1I i � . - i t 4 03I I 1 } t) I I 1 ! } 1 .No I I $ F / xV_ - �.. _ �,, 1 ! / i '� \ tar = 891.19 fit � 1J O TtrJ SCALE �"' I� ' `�I I I I Ill I t O& i I . _ -,� � 11 i i 1 / 1 inv = 886.79 1 NOT C;' tI 11; 11,� tI .111 I II ! // %/ �-~'"`\ \1 ! t J / f/ . . i I ''' ., t. t 1 I t t I_ .� / $� � \' �� t a� 0 1 / 1 I �� �1 �°�`; 1 ' ' 1 t , t o,` , ! I t I , i S� , / $ X _ _ ,0101 _ --� \ �� ,�\ I O • �,.0 �, �q� / /� $o� O 4 �a NORTH t r X . � $ g It 11 / 1 $� \x� It t:1C�' t�Itt I }III , /, -$� = _ -. %, \t �' $ ��' BLOCI�K A °' / - _1<V / �t , x 1 1 . E t ;%t I t I I 1 h� i I ►. '' / / •-• --s yr• '� • ~ 0 \\ \ i< x X .`a t 1 X$ ^� ' / \ '70 , ` t } t I I i I 11 \ $ 1, �}, t � - ---- x...406 $ \ \ X ! $� ` I / o �*j 1 I t t 1 I ' t /, �'' =- o`er___ �' \\ `'ti { 10.14.4 ACRES I I /__.�_,� _�...... X \ 0 t t 1 i t I X I I -c- .� CP- y§ 11 I} I K / M, I i , t I t t ,� i t \k . ! i 1 I r �" x -" " �- > \ �1� 1 441 ,853. SQ. FT. # I - ! g� -rfi3 -- \ XW °4`0 n i �'� x,11 �'_ .� $ o. 15 rcp �.� '� ,,tcp curb inlet r ,, for 891.84 0101 'o .',� �0 \ \ i inv = 886.27 r * r .�'"�• o . \ E >C f '�,.�- TING L. E C E i�l D: 11 , t• t t 1 t t t t I i 1 r •� --- -- _ - ��,� t I� t i t 1 r $ --- _ ♦ {. - • 6 - E• , _ -- -- _ inv w - 886 27 ,. '�, 1 } • 1 I �\ / I t t I //� " ~ - � �� \ ! I I 1 t j TON PARK EC4NDAR1f LAT t x � - . - \ 5 I t ttI t � I I i r � o, _ �, 1} WTI t� 1 . / \ � \ 4 N 1 -' j . - - - , \ , III I 1 t / c I t I/1, .�•-• ••-so I - `!.. i t b t t t 364 1 i `2 •• \. .�. � � 1 DESCRIPTION: Q SECTION CORNER ® MONUMENT � REBAR FOUND /REBAR SET � MAG NAIL SET �c LIGHT POLE -•�•- GUY WIRE 0 COMBINATION POLE I-0 POWER POLE © ENOSEECTiON (D SANITARY MANHOLE Qhe# STAND PIPE �' SIGN ffl BEEHIVE INLET � @ DRAINAGE MANHOLE gas TELEPHONE CROSS BOk ra TELEPHONE PEDESTAL UTILITIES - CARMEL G. AS. VECTREN CORPORATION 112 WEST SOUTH STREET GREENFIELD, IN 46140 (765) 648 -3244 TELEPHONE SBC AMERITECH 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, IN. 46220 (317) 252 -4267 STORM SEWER DEPT. OF ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 (317) 571 --2441 SANITARY SEWER CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 N. COLLEGE AVE., STE. A INDIANAPOLIS, IN 46280 --1098 (317) 844- -9200 UTILITY HOTLINE: WITHIN INDIANA 1 -800- 382 -5544 OUTSIDE INDIANA 1 --800- 428 -5200 DESCRIPTION: M MATER VALVE r : FIRE HYDRANT w � WATER METER Q TRAFFIC HANOHOLE -8 TRAFFIC POLE -•�•- TRAFFIC PEDESTAL Q DETECTOR HOUSING I-0 STRAIN PULE DECIDUOUS TREE ,,t,,\ CONIFEROUS TREE Qhe# OVERHEAD ELECTRIC LINE elec UNDERGROUND ELECTRIC tele UNDERGROUND TELEPHONE w tr WATER LINE gas GAS LI N E ohtr OVERHEAD TRAFFIC LINE NOTE THE SIZE AND Lt3CATiON OF UTILITIES ARE PER PLANS DUTY COMPANIES PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. \ ! t i t t l 1 1 1t 1 I I / i I $ i Ill / �o� -. _5 _�h IN �11111111111 ,- Ill O i t / PLAT CABIN 3, SLIDE t .� - ,o � 1 • / r 0. v • . � \ . \ \ t t tit t t I t I t 1 I t 1 Dc I I I.1 //! !1 / -4_ x o x`� 6.61 \ I •- .1 ° (-9 t°, 9_ 0101 Q' `�'' 1 �'`�! 00 �- / ! t } t c �I �/ i t i i t 1 1!Il •'� _ �. , il ,, INSTRUMENT j20Q4o001 CIVIL DESIGNS `� b � /' 2 U= \ I Ill. t . t t I O $ j // / $ •$• . "1 I 1 1 t / \ � $°6 , ,,,0101 -� ,,•/� 000 / 1 //!/ _ . \ t } .I iI A I i 1 i o'\• '4\, � � t Ili co I O o 41001 tb� �' + 1 t i t ; • I "I'll ` I tc i `��\ r r n I N�1 III I 1 �1 ° X \ . �� 1�`t 1 t I I� t t I c i 161 o;'l i rO \ �� �o T@ IVI # 2 . �\ $ `� \ p,� \ - % \ '� I I I I , Or } It s I I I I I iX $ -� } 1 t 1 i 1 I �°' $ 9) • t '` `ti• r' "x �''� ON . i� /� .� �, \ ( I �{4 I 1 i l \ 11 I j t 1 } 1 W o 1 ; ! I t 1 } t t } I �$ t $ $°� \ $�' of curb inlet tr �° -- r . 1� $°/J $°' \ 1 1 t rI' } i �°�I j/ r t�c� yi t t I i t 14 I I \,� `P il�,�t� I I I I� 1 f I 1 X 1� i x \ X X$ for = 891.85 \ - - ~ �t�r' , GOP '' �' X X I, X . 1 1 1 1tt \ It 1 it \ \ . o q b s / \�� I I I t t I V I / 1, l 1 j t o,� � (ditb, l�ru t I i t (r i ! I \ of $ ` ,,,•°'��� 1 L / } , I ► I I t t lljl $ / ,'4 '%. 1\\k . X fl � tll11 tr1r 1r / I � \ \ . �..�� inv 887.32 \ 1 i`. �$61 X 1 .� 47- t 1 (I I t t I 1 I ib I \ I \ \1 11 \ ` `V ` hj p$' /fill, 11 11 Ill I i i i ' ( \ \ r 68' 0101 •` ~ - ` ` �a `1� - �' ''"'�� pJ' {�' r� V,b 00, , I I 1 t 90 0 1 \ \1� to ��L .O r� t it4! / \ � -Q O 1 � - r0 ♦ � I I 1I }t , r \ , \ \\ I\ `o� -� fo` x / It i 11rii i J i \ � ,` - -- ca o'h o 61.,.E U ♦ /r / 1 I ► 1 , 1 1 t , 1 ! i o{ t\ \ \\,\ \1, �of �� � .,�i tI , t II till I . \ / ; , .1 I , 1 94>.8 $ A\\\\ \ \ `" U ! 11 i 1 / t \ (field) -- - -- _' .- - N _ . � x$ `#�' moo' '' # t �` t "3 �{ � h 11 11, 1 1 sanita monhole \ " - !0 /� / \ t � I,.} i \ `L t! � t 1t\ �\ \� .�� •` •- -j If1 I Irri / \ s �$ / \ 1 I i '' }a �`�' $°� ! \\ 1 1 \ I \ ` �,, `�' a 11 t t j I, t rl I, I tj J t 1 \` for = 892.93. S �`L $Q, •,�4' 0 p �G f Ill, x I i \\ .\ \ \\ o_ / t r r I %t, 1 1 ` $g�'•/ 1 I $sir `t ' {' ,,,� / I �j \\'\ 1, ` \� �'� ` . ! },,°',,, ,�////' / j Jt i t t 1 goy ,i I \ lily {n) = 883.7$ \ / T X \ I I t % \ \ \ . . .� _ _ / , //71 i t $$ / t \ �nv(s) =883.fi$ \ 1 + h 1 \ I I X I I � . \\ - �- - .•..� /� // / / i \ r _ g N 34 22 I t t t . \\ ""Cl '� /// // / - t,ri .- 1 \ \ a\\ It t ( t ! i t 1 111 t !i J \. ,\ \� �v X90 �1-�,. 3 - / /// // /// // I `` � �b°� -''� oa• ~"-- - -__ �0* � `1 LOT- -3 \ i II 1 1 II I• / _, co ` \• t I 1 \ O ! i X \�\�.�4 $. �� -// / / / /// , r O_• --__ 0101..____ fl.r $ -.• ` �t x �� 21.77' �� ' ` $°� I l i. 1 , I ! 1 , 1 \ \\ \ -� ` . ` - ' -- /33/ /// , �`�. I $c�• --$� Z- - X \ CP ! inlet ..� 1.2751 ACRES 6ti• \ $ x I t I 1 t t 1 , t r 1 \ \. ` , �, _ - - -- ' � / / $$ I X 0 _ ! / X ! l , \ o �! { Inv = 885.22 ` / 1 t I 1 t I I! I I( �°' I r l g °' \ \\ \` ' 52.99 inv {ne) = sa7.45 10570 MICHIGAN ROAD N .-f 1 j t I r t I t Ij� 1111" �IX$ �\ \ \`8gs �_- '°,�`_� /�, / /�/ 1 ,p / / - t) t I • .,I Ij 1 t t, .�. t i �`�' ` `I _ -- '� /• f f N � • CARMEL, INDIANA 461}32 Q / I c�l'o'� _ i' , N r I � - / �$�,� � tE , _ _ �i/ / �,<A3 24 ` Q t ��/ x ` •. 0101 •" /ii i`I '• - �VESTON PARK SECONDARY PLAT' - pill I } c \ I / \ _ _ 1, . , 32 S.B.L., \ '� / t t X I U1 1 1 ~ � iln -- -- - �. ! of o• t � \ .� / � � PLAT` CABINET 3, SLIDE 364 \ / t I t 1 t •` el j $°r~ -- - -- -- _ /, 1 ! /E. D. & U.E. $o oe- i I 1► t I t t I , I t s � x� �8 /.,� 1 I ( INSTRUMENT 200400016061 ♦. X / ill I 1 � , 0� 90 - / 1 O r"'. 1 j IIX �r 1 i $$ _ _ _ /$ / �� I �� d� t 1 !NATIONAL CITY BANK} \ _ � �' III a 1 I 1 1 i t i t I -' - -- !� J I ,,!' o� �O' �'.,` i `>' - _ `� I 11 jI 1 t . ! I , 1 t ! �-- 4 - }. 0 p• $g $ / xd � �ca�4' i �° � o tII1, 111 \tI 11� N '` 011 ;�4 I O t �1' I 11 Ill t i t V} - -�2 $ / $� 1 X$� X x -'� �'` ` -* j X ri I I' l \ .. 11 I r $ I '� >4 / o, " - � $`�' / x �•' -0101 $$ z I � I -1 -f , ( fo t I ' - I , x 1 l 00 in ( \ • M 15 "rc . . \ x X$ I off $ �� $ ' n / `a I �. _0101.., g, a O P I 11 I I ;X 1 t � 0 / / , x / I , __0101_._ 01.01_.._... $ / 11 1 I 1 �• y. / $ i 1 t "� �.., / x 1 � sanita _monhole el. / I It i t t \ 0 1 , r �$ p. of draino �e manhole ,tor -- 893.30 \ -----,\ \ ill r t I I t j / I i �` "$ for = inv(w}= 878.54 . \ I'll" CV WI ,� . i -k I I t \ t t \ 1, / it $��. X ` ' �� - 897.36 inv {se)�878.45 �• $• I t I. I \ \ t \ gib` �� 1 <;N X - �' Inv 884.fi3 _ .00 �$$ $� $` % \. . I i ;l t t I I 1 \ ! \ -- I / , o�fl• I �' � el ! __._ ____ 01-01. _._ ...r 0101..,. 0101- .- ..r_. __._ 0101_ --- -- '_♦ '� ` _ _ `x CY I t r t� I \{ �/ f I / / V 1 ',� I Q X ' °,-° I 20 D. & U.E. . - _. \ \ \ $�. ` , _ I , \ \% i1 X/ I / / 1 Bonita manhole \ O�•� r"7 f 1 5 „ -----� 5 x�' -R 1, }� �R3►- ,\ / / / I tar = 892.80 b . ,� 8�vc� \ �� i t I .� 1 x 1 i', $ t $. `'� p I I r I �. \,� inv(n)= 882.SD(drop) tx 1t tt I \ I$ o $`o i �� t t i t I 11 \ t 4 1 1. ! I �$ C� __ $� \ inv(e) =880.20 + 4 1 t t ��' I I t • 3C fl, $$ S S . t t rap. � • 1b, - _ -- x� N% $°�. O1 t i X I I I �`,� �` �` N ` I , , t �„� 1/ \O $o�' Xg$ ,x `� X$ tt � � ,.A/ $ 1 3 h $ ,� LAND DESCRIPTION (PER TITLE COMMITMENT) Block "A" in Weston Park Secondary Plat, the plat of which was recorded March 12, 2004, in Plat Cabinet 3, Slide 364 as Instrument 200400016061, in the Office of the Recorder of Hamilton County, Indiana. S URVEYOR's REPORT 1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "), the following observations and opinions are submitted regording the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in reference monumentation; in record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement ( "Theoretical Uncertainty "). There may be unwritten rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. All survey monuments set or found this survey are flush with existing grade unless otherwise noted. The Theoretical Uncertainty (due to random errors in measurement) of the corners of the subject tract established this survey is within the specifications for o Class C Survey (0.50 feet) as defined in IAC 865. Purpose of Survey: The purpose of this survey is to prepare a boundary survey of the above described land. Basis of Bearings: The basis of bearings for this survey is per the plat. This survey is based upon prior work for the Secondary Plat of Weston Park completed by Civil Designs, LLP, as Job Number 03- -188 and certified on March 2, 2004. Said plat is recorded in the office of the Recorder in Hamilton County, Indiana as Instrument #2004 --1 6061. Said plat cross references a survey of the soid overall subdivision which is recorded in said Recorders office as Instrument #2003- 80608. Additionally two surveys were certified by Tonia M Strug for Civil Designs Project Numbers 04 -124 and 04- -138 for Lots 1 and 3 of the plat. Reference Monumentotion: Several monuments were recovered including those shown along the west and south lines of the plat. These locations agree well with that shown at the NEC --NWQ. However, a rebar with a yellow cap no longer legible was found on the extension of the north quarter line but 0.8 feet west of the position of the 'NWC -•NWQ per the plat. Record Descriptions and Plats: No deed gaps or overlaps exist unless others vise noted. Lines of Occupation: - Variations in lines of occupation are as noted. 2. The accuracy of any flood hazard data shown on this survey is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The property described on this Survey is NOT located in Zone A os said tract plots by scale on Community Panel No. 180081 0205 F of the Flood Insurance Rate Maps for the City of Carmel, Hamilton County, Indiana dated February 19, 2003. 3. Ownership information indicated hereon is as identified to County or Township records or on title work provided by others. wIN ,, \Z i X -) o� V :� ` [..r .ter.. �.�.�� ..e . �1• �� M ,n. a�A• M . ��� .rte t ` ' {/ ��-` �\��z S 8905'48" W -- 204.94' ! I 89 05"4 8 1iU/ . I 1 z� \ J � % ti $ i draino a mnn"Ule $ �. � 1 1 J 30.68" /• �� f - Bantam= 894 09 I t N I `b • x 1 - / fat t inv(sw) = 873.23 t r t �i { I t \ \ X� '\` • 65�' $� • 1 �v� X / ` for = .891.25 `b / ��C• 1 1 I O I I- - � t r I q \ -, -, 0101. _ t $ t x ` le .. inv = 884.23 \ `L \ • I�� � / ��� inv(sw)= 880.31 1 b I . r 1 1 �" \ _ 0101.... ` � X \ , , �. p / It I t I $$� h! I ' $� 4'.�' t - -- i `\ N 89 %05'48" E - 494.89 01_01_ 01,01-•• � 01•_01_ : `�°�- \ °' •---- t ,`p 1 r,, my {nw }= 873.24 �qx x O \ 1 \ \ ,.�,,. <Q." .1•.. ...r. ,.,,, -..•�. , �, ........._. .-- -�•-- -- --- .�' \ t,\� �nv(nw)= 884.89 I ► t \ I i j a ~ o� %-, ... 4.. --- -•-". -- -- , a •:�-' --- -- --4-- --- ...�..,.... �.��.. - ,. 1 $�, fl 35 S.S. ` &`U.E." j o,�• g inv(s)= 873.23 I } i \\ �. 4. ~` �� �' �' BAR FDt 0' $ry \ X _ _ _ �..._ 01,01 X�_ x $ X$$ X \ � cap ` oIq I G,� inv(ne) 873.19 t 1 \\ � I x$ '� 1 + $'� �,� �--___ --- G99-- _-- _-- --_ - -- _ x o t,00 ' LOT 1 <' ' I 1 '+� $ . $c° .� �' _01 01... ..� ._ 0101,. �. — -- --- -- -- -- •- - -•- - _ 0101...,• -01 01- — - _. _ 0101...,. _ _. -.... 7.. ' .... -- 0101_..... _ _ _§Z: _ --1 �g I t 1 $ I j r x �� _ x$ W . LLOW Cam'-. - -- _ -- PARK -NORTHWES.TERrl _ _ - - -- - _ _ _ - r _ -8sg -- - /y�� , _ X _ ! f . I1 i � / ` � �1 , �• ' 'r -•+ _. 01-01,.. r ..... - - _ - ..... - �. - - � 01"01 .... ".•�. - - - - - r. - -0101. - - .w +r .r _ « 0101... -•. r r.- .0101 r �`t+ �. « ""- 01••01 .� ..'� ` •�'ti '•.r _ K -, 1 � h� , 1 i , I � � � � - `, \�1 HE ENGIN EERiI�G _ _ r. - REG�JLATE� I I`L _ -- - - -- - --gas- �c • ��' ill - $ �`>- - ,� _ _ ---- _ .� -=--- �/ _ , $ / S 11' 14'54" 1N �I 1 t q� `r E �•s TI I� •G ^FIRM~ -00 2 - - - -. - _� - -- -- - - -. •- - - • - -- - -; - . 01.01_. ____ «......rr.._......_..�. -_ - _ _ -- _ _ _ �; -- _ xI } pc 1 i i 14,"�� ._ 0101_. -- -- = ._'_' - 1 ` ,a flfl t•�' �� _._ .� - - _ �'' ��a • 43.89' A D ,� O I N E R I ! I I i E ~ N I O N FA I -- =- _ ..-- --- -- -s89 c }+(� - U.E. � $ -�- --- ;5,�-- - , ,� �1`` --- . -" T�' -S.B:t-. �� �' � $ " tx 498.2 `1 . � r . 4x- � 0101. -�' 01 01 '`�~ =--� 4 DEED IN LIEU OF FORECLC3SURE I t I �1 ' / �$ / _ _ _ . 4` _ _ — 0101 ., .3� 0101.. c1b,- -. Q .-..� _ $ '� �„_ 'f_ _ , _'!"�!'1,. _ w a_.r� + r *..�""'}..�.'""'� C•'*'•"..'�. 3 GI __ \ \, ` $ - I I 1 C� : t i I T ,. v;$o .r�.. - •--r.. �.. tip`- - -- - -- _ ;,:. t�R_ --�- 1„- -q�••:._ 0101. _-Q-�} ;''''' �„�- ,�,..., .,= ; ., �,."..:.' �'=_c� , _ _ �$, , : _ . _ _ _ ,`b . _ _ _ �. _. _ _ - _ _ $• i�_ - .�` $� LEXINGTON LIMITED LIABILITY COMPANY 1 I I I `U i t I .1 N i '. X. $$ . � . ..om 000 t� «.� �.I � — — — r- _q; � V � ' �j'��. . ' � 5� `�� . • • _..,.....� �j . e • . • • a a • � ♦�� -4 n' \ \� 1, K 10/ iJ 1\ l\ 4. Evidence of source of title for a portion of the subject tract wos provided in the form of Chicago Title Insurance Company commitment number 390976, dated October 6, 2006. Part of the items shown thereon may have been depicted on the survey and are identified by their recording data. Should any additional items need to be depicted on the survey please advise and provide the appropriate documents, 5. 1 affirm, under the penalties for perjury, that I have taken reasonable care to redact each social security number in this document, unless required by law. Bradley P. Ott. 6. No structural encroachments were observed. 7. This site is zoned 1--1 (Industrial) per http: / /gis.carmel.in.gov /map /index.cfm. The following setback requirements are per CARMEL CITY CODE CHAPTER 10: ZONING & SUBDIVISIONS ARTICLE 1: ZONING CODE CARMEL ZONING ORDINANCE CHAPTER 2OA: 1-1/INDUSTRIAL DISTRICT 20A.04 Height and Area Requirements. (See Chapter 26: Additional Height, Yard, & Lot Area Regulations for additional requirements.) 20A.04.01 Maximum Height: Sixty (60) feet. 20A.04.02 Minimum Front Yard: Fifteen (15) feet. 20A.04.03 Minimum Side Yard: 1, Industrial or Business use or zoning abutting premises: None; 2. Residential use or zoning abutting premises: Five (5) feet. 20A.04.04 Minimum Rear Yard: Fifteen (15) feet. 20A.04.05 Maximum Lot Coverage: Ninety percent (90 %) of the lot. as amended per Z -320; Z-- 365 --01; Z- -369 --02; Z-411-03; Z-- 415 -03; Z-- 453 --04 Summer 2004 v1 CERTIFICATE OF SURVEY ALTA /ACSM Land Title Survey To: Kite Realty Company Chicago Title Insurance Company. - This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 2005, and includes Items 1, 2, 3, 4, 6, 7a, 7b, 7c, 8, 9, 10, 11 a, and 13 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM in effect on the date of this certification, undersigned further certifies thot the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerance. To the best of my knowledge and belief the within plat represents a survey made under my supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code, The field work for this survey was completed in February, 2007. �ry�1��111��j, Dated this 24th day of May, 2007. �1 e Y 1* %N 1 . -•0*00 ' , .� �',.•�� \STEW•., °�, V 0 0*." % 04 crp40 • Bradley P. Ott ."' � � � Y go No. PLS X9600012 ,� 9600Q'IZ wo 0 40 M State of Indiana r :* STATE OF : = �� < �' ac) I 1AP.��¢- �: II �44/6 . 1N 'e, suii�j� �'b I �,� �~ I ! $�' �,`•'1 $� �. �' - — -_ �f���._�._��. -�--� - .- $ _� - .�y -_ -- _�__ - .���.__T____M.�;4 - -�-- -x $ " ", -�! . INST. X9331005 / % $ I x b$ x tk . \ �, _ ..� _ i ; : _ �... �.? `b- :� - - - -- ` ~ _ _ _. _ - -- -- (o•••• - - -I _ _ �' , / ^a' I / _�.- 1 -� -rr _--� .. ._ __ -- rr - ---ep` -� ---~ '~a �N � , MICHIGAN ROAD N % q� %� 1 1 01 x gin.• °, .h$- - .____ ,._ . • , - _ �. -- -$ . _ -, ,. _ - �.. h_.._ - •- _ �-' ,�� 0 105fi0 MI A a x�'' ` t / 2 - - -� -' _ =- - - - _ ....r I -- -�--•- ---- 4 - -- -- 4fl' V DRAfN -$ �..� . ; - -- �- -- - - -� _ �,,, ,� 32 i' x �,_ _ .•'��1 _ �- _ _ -$ ,_^ �. CiSTI _ - x -$. CARMEL INDIANA 460 _ V•,_,_ ~ - - �, I I �'"" �'' r bcb ..ZBB" $ \�$ . , �X$. �, r �-',_,_X -- \,, ,�'\ k rb t $$• �„ ,_,,...... -. -^--' - _ _ -- --- -- -• "'�E Inv 883.82 $ �i �?C \ ,,�? $'1 + .,p ^�� .� 1 _ �. _ .�.-- ^, o �. _0101.. _ - t - _ �, \ `� — .� �/$ I �j• j tp . $ _ y r C,� ; •— �!]Q �. 4j G,• fp - -$- w COCK. C'.S. �./ \ �� ��?C h / "7 I X I 1 ` �M - • J ' ~ .h 'r , y •,.' , ,4t :' �),1 "' "' $ ` $Q,� $� }� $$ 1 p.$ , ....�. t .....� rr+.. r,,,,,, �. �..... .�...� ...'+, h M . NCO . , � / �C /' � O r p$ h a a ► - .r.'b ..� - - �- .� $ ���+ 0101-., r �--- ...� 0101.... : 0101.._. -•-.- -- -�C - -~.• �.". ...�". ��"( V` \ \ ` h� ` / oll" /1.t t i/yi �+'' , �! ` ..s ue r..^.. -� '0101_ .. __ w... -0101._ �, ��ro• `� X �l �h� / It_ i �j'/ / '���QQ i- '� �� r �- fjy I t LOT G.i I �. `\ / REBAR �i .,, -, b � I ��x -W� — _0101. \ - " / ." `�• ^,` �- / � �•-•-- •--I LOT 1 j �` $� r / lit /ALUM. CAP • ,x �3 • �, � , I I x \ 200 WIDE (NW. MOST LIMIT) � 0.1 "AMERICAN CONS. ENG W f "-- �\ ., , . - \ . \\ PIPE LINE EASEMENT I �� PARK N O RTI-i W E57 -ERN 80 PAGE 494 / �- � _ f ; -' •� 1 $��'• PLAT BOOK 8, PAGE 128 --132 � � \ / el'-5 •. • 0101 �r' Y" 4\.-f:lr-.-*- �. -� $� � LOT 4 t X t �, \ (TITLE ITEM G7) / -' � t I 1 PORTION F LOT i- 2 d \\ / .t max ` FORMERLY: I I PORTI O \ / .., . \ I \ FORMERLY. I . )cam \ TRUSTCE'S DEED I WARRANTY DEED %. I S t TE : � < �\ . B INC I � MANNA MILL L.P.- I % KITE MICHIGAN ROAD, LLC \ \\ / 1 \ RUNYON DENTAL LAB, _ _ I #9709731771' & - 2 AD J O I N E R: INST. X240300043769 \` z / � \ INST. X9609617216 ii � INST. i \\ 4632 NORTHWESTERN DRIVE 4628 NORTHWESTERN DRIVE i PERSONAL REPRESENTATIVES DEED . t \ \ / • � \ I � 6077 i I � ` � / AD J O I N E R. \ ZIONSVILLE, INDIANA 46077 t ZIONSViLLE, INDIANA 4 I MCCANN AND COMPANY LLC i \\ �, SMB, LLC i \ I I INST.. #2t30000004756 / 4642 NORTHWESTERN DRI E \ t . \ � 4520 NORTHWESTERN DRIVE \ � � ZIONSVILLE, INDIANA 464 I \\ 1 N O W: I \ ZIONSViLLE, INDIANA 46477 � \ /' i \ t ; i / / \\ SIMPLY STORAGE ZIO NSVILLE, LLC I i � / , / \ I , + . BENCHMARKS: IBM #78 A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSaN FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 404'± W. OF MICHIGAN ROAD. ELEV = 898.25 CIVIL DESIGNS TBM##1 SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED 64'± SOUTH OF THE CENTERLINE 106TH STREET & JUST WEST OF THE EAST ENTRANCE DRIVE TO PROPERTY FROM 106TH ST. ELEV = 894.88 CIVIL • D . TOM 2 SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED 21' WEST OF THE CENTERLINE OF ACCESS ROAD AND 37'± NORTH OF THE SOUTHWEST CORNER OF LOT 2. ELEV = 894.09 0 106th STREET .:::... ....::......................... ..- ..- ......._..- ...- ..____. O :++. ,. O �- '\ 7C o - cur In :. •• ............... .. ....... C�........... ................. R--- -r- :. -- �.:.•.. in v - 8 9 2.7 4 t o r= 8 9 1 h inv = 892.27 - ::........... ._ .. , � �o / �o �,� N 1 �o 00 ��`'� ho w /conc . e . s . n w = 9 3.1 6 ti �<, o. �� / oh ��. �o �� N' b, o� o o w`conc. e.s. �• �o �� �o �� o� �' o0 0 - -- _ - o _ -� 0 12 r c p b, o � o� o�. - - - - 897- _ - 898 -� o - X� i► T �' - - -- 96 - Q- �o -� h'� __-- -_- -- 896 - - - -- - °��� o � -895- - �, r -- IN P for 895.11 �`�� h �� -g g o = = 18 rc o o Inv (w�= 8� 6 0 0� o�. / - - - - - ° ��°`- _ inv e -891 .86 X� o - - ° MEG �`� _\ - - - .�/ - _- Off. N -A SS h� �1 _ \ °' EAS E M NT I / -.� - / 2' NON -ACC \ 897.30 0� 897.00 / 895.00 0 /� \ / curb inlet EASEMEN� //� '�� 0 896.80 896.50 � I EASEMENT / for _ 892.08 / Inv - 888.48 I \ / 1' / / / 15' GREE BELT / '�' `L' % �`? �Cb `? S.S., D. U.E. / o� o / �, 1 r p no terminus 2' NON- ACCESS ti rc I I I I 895.00 ° °�' °h found EASEMENT III I I I ( 894.80 894.10 W RIABLE WI�fH S.B.L., curb inlet X� I . D. & U.E. & III 1 ° 894.30 894 893.60 Oh' COMMON AREA for _ 892.10 I I 894.50 / / inv = 888.35 1111 ° 894.50 II � �° - / / 1 894.00 J o'` ° 894.00 IIII 894.10 - -- bb 894.30 \ s / o o I 1� 11 I I i 893.60 893.80 - 894.20 o� I I I I 1 I STR. STA09 �, 894.20 III 894.60 \ h° ' 893.70 / 894.50 ° I ,,r` / / X� / 893.10 / \ III I I I I 43760 SFT drainage manhole 894.30 ° �h I I o III I ° 893.60 / o o for = 893.97 0 I 1 I I 894.40 � I I /// �. 1.0 ACRES ��• � �� �,• 1 I I ( I I I o I / 893.80 h,�o / _ Inv - 887.85 893.90 1 I // / 0 893.90 MIN. F F E 894.90 35 S.S. & U.E. curb inlet III w1 893.30 ( �// / / x / - - - - � for = 892.80 W I I I � I / o� .893.40 / � � _ 15; I I � 892.80 h�. 894.45 / / / °� IIII Inv 887.90 I o / 1 / / 893.95 893.40 / / h �' \ I, �� I C I I 893.50 � / o,�. o� 893.60 / s I I I 1 x� // / 892.90' �° / / STR. ST -206 I 893.00 / X o 893.10 �, °�. o °� o� / / / .�� �' ;STR. ST -108 0�. rV N 1111 � I / 11 // o � � e � III I ° I I ® 893.50 �A, 1 o I / / h� / o " 893.10 893.30 sanitary manhole o / I / / / � x o 893.00 X� G) I (I 1 I 1 I / / o o / � % for = 893.87 \ 892.60 = \ Inv 885.87 \ �X/ / / / STR. ST -115 � o I o'� 1 / 893.10 3 . �e� 3 / i I �� II o / ,� ,� / o, 893. 0 / \ ( I / / 893.10 0 w r 0 892.60 �- �' �- ura 8g�' I / 894.45 o �� c o o - nor S� � j I I I 894.60 893.95 ST . �• 07 894.20 U) 0000 lop I z I ( / ° I I R/ 893.50 893.70 \ E. t�I I / / a �Ix / / 893.00 893.70 893.20 �° 20 ° \ I I I I 893.50 1 I I °// / I / 894.50 I X� 893.95 °� 894.00 / 893.70 �� �° \ 893.20 893.40 Q II 893.00 � / / X� °�,' < II I I o / �� / 1 0000 oti hti ` ° 893.50 / 893.20 3 X� _ � 892.70 ° III �• � � $g N 89 892.90 � � I I � ° 893.95 / ' ° rc i Sep-• vE I I I I �� �� 894.40 � 893.40 / ° � S•, 893.90 STOOPS .j 893.50 892.90 °rV � \ I I I 894.80 / °�' 892.90 `�" 1 ( ���• •�' 893.00 III I "WIT, I g ' I1 x� '- 894.60 894.45 893.80 / l • �'S / `IIII I I 1 893.30 893.00 � I 893.95 / � � 893.10 _ -F U-T-U R�RETAI L (I 1 I oil I 893.00 0 892.61 892.50 0 I I I I I o�. = o '�' o ti / / F F 894.90 ;IIII I o j > I I 892.50 ti �, ° � o� � � � curb V\C5 ° 17, 550 Gam± 893.50 for = 89 893.20 , S. g2 g0 I X 893.20 892.40 893.50 cup a g3 I° I I /°` Inv = 88 892.70 c ' g6• ° III - -- -' .893.00 N / M E I I I , - 892.70 (n 891.90 893.00 .\,�,, III 1 I 11 II 893.10 892.50 891.35 STR. ST -120 892.60 892.85 / • ° ° I� I \ I ° r ! 892.00 893.10 ST -105 892.20 893.50 1 893.20 892.80 -- STR. °�• � °`�• � � s-r ST- _._,.. S S 892.60 ' 891.70 893.00 892.70 X \ 1 I 893.50 Sr T O I 892.30 � h� � < I I 893.00 �TR� ST -106 p 893.30 �'� WESTON PARK ARM OF I I I 892.70 PARK NORTHWESTERN • (0000, • � I I 893.40. / 893.00 � 893.40 893.30 � �o \ REGULATED DRAIN o'' I �I ° 1 ' I I 1 0o I 892.90 RIM = 891.30 d 892.20 892.80 0�. °�- . STR. ST -205 I I I °° I 894.40 892.90 892.50 892.80 °� I I I I m 0 I I 893.90 ° 894.45 893.10 892.60 I 1 °) °0 893.90 0 0° 892.90 0`� �► 892.40 , 893.40 gg 893.60 �o I� I° I I 894.60 893.95 892.60 892.60 0 o I o / o \ 893.40 \ 893.40 892 40 ° °•�' 891.90 892.90 893.10 I 894.00 892.90 I � 1 , h 893.60 893.40 892.90 II I I 11 � - , 1 892.40 I �I 893.85 \ 893.10 ' 892.90 _ � � � 894.60 ,�. STR. ST 126 �� 0 893.90 893.30 893.40 I 00 1 I I 893.50 ( \ 893.50 I I I I J° co /� I 892.90 O° ( o �1 893.00 ,,� °I 893.20 / (° I I K 893.80 l 893.80 c•o• s 893.70 I I I I 1 892.70 / c o [IN i = • 3 ff 0. NMI I I I I O.. 0 Bel I EMMI m an "M Z o E �` - i m a - -a \ inlet tor = 591.19 I - � inv = 1386.79 ��� I I 1 /--- 893.90 893.90 \ I ,� 893.60 893.20 / / ° >� , - °� °. �, 893.10 892.50 891.70 893.40 893.20 �, 892.80 \ \ \ \ \ \\ I I I j 11 893.70 - - - - \ I ° �° / �° -oL �, h 15 rc p I °� I I I 1 , \� \ \ c. 893.30 892.60 892.00 °� 891.20 892.90 892.70 892.30 X o curb inlet h g00 \ \ I <�<I I I . I ' I I � I I 11 ( ' I I j ( I 1 � I1 I I I I I I I I f II l I I I I I I I I (1 I I ° o ° _ �- �° I'I � � I 1 I I I I ( I I I , I i � I � I I I 1 I i I I II ; � ! I I j � �I I ' I J o / �/ / � / / / % ) J I 8 \ I I I / �•( / � / I \ / / / / /` / i � I I ` '° v �h ti .�. � �\ � � O � o-� �-, \ ° .� _ _- - _ \ � ° ��`� _ o ° \ j o - � -o' `' -°o-� - - \ � ' / / �1 �I I \ I I � � I f I I �\rI 1 I IICI I 1 I II I II .O. � ► \ 892� ° . 0 5 h 1 0 893.9 892.80 - - if-o r = 891 oMM o N �' R � / •- nv `I 892.70 89 . 10 891.50 . - 886.27 892.90 893.00 nv (w ) = 886.27 a � _ 893.50 892.20 891.60 891.00 892.50 °° 892.40 05 Y 0000< o � 892.40 893.20 892.90 .0 892.10 893.0 I � 11 0 RIM = 890.50 b 893.6 891.90 892.70 \ 892.40 1.20 ME / � I 893 88 9.0 892.50 `b� I I I ° I 1 b k \ I I I STR. ST -125 892.38 � �j I I ' * o , I � � 893.00 892.40 893.6 ( U5, 893.50 STR. S 892.50 893 ' 891.90 93.00 893.1 893.40 � � / I 1 892465 892.60 893.80 II I I I 1 I 892.70 892.90 892.10 I TNESS o STR. ST -204 892.20 1" °o �v 0100, 00000 891.70 891.20 to I 1 - .b -46 89220 s nit r anh 8 9 2.9 3 MEG 5 �G I c / / � \ / 891.50 ° \ \ - _ / / 0 893.70 �; / \ \ _ / / I 892.30 893.20 893.50 / 891.00 I ° \ 893.60 - / / / / / 892.65 893.15 �,. I / / 9 \ ,� / / / / / I 92 891.80 893.20 ° 00 • / / / / / / 892.70 893.00 893 10 892.65 ° `� - -- _ / // �� I X� 892.40 892.50 891.70 `'� 893.50 892.60 i n I et - 10l I I \ \ �� / / / I 893.70 o for 892.15 < I I ° I �� � � - -- / / � �c9 � � inv = 885.22 1 I I I 892.60 \ g9 / �i / / / 891.90 892.00 �, ,. 891.20 893.00 893.20 ` j I ° �S 893.60 inv(ne)- 887.45 / ( i 892.10 ° ��,� / / / 893.90 0 �.I I I I I o � / / 893.45 892.20 893.10 32 S.B.L., ° � ° � \ \ - _ - / STR. ST -103 .894.00 . �X I / _ I I I I I c �� - - - / 892.95 RIM - 890.40 891.70 893.50 892.60 I /E. D. & u.E. S ST ST = 893.30 I _ __��. 892.80 892.20 891.40 893.50 � I I I _ � � I ° N 892.80 °° � I ° I J I 5� X� / 892.30 891.70 890.90 0 893.00 �� o0 1 1 1° I I 892.90 I I I ( � °• 893.60 _ I 892.50 892.40 > 893.90 892.50 892.70 891.70 \ 893.20 893.50 I _ / � �`• 893.90 � ( / I I I STR. ST 203 892.00 / x� b- I 1jr 1 892.00 892.20 �, / 891.20 892.70 893.00 I ° 893.50 893.90 893.90 893.60 893.45 �1 ( 15 rcp II J 893.00 . ( / 892.95 � 892.00 I sanitary manhole I ` �v 893.00 892.50 for = 893.30 s� 893.10 892.90 � drainage manhole • g 1 I 891.50 0 892.80 � = 891.20 / 892.00 inv(w)- 878.50 I o \ 892.50 892.40 / tor = 891.3 6 .� , 892.30 I - °� inv = 884.63 inv(se)=878.45 / 893.60 893.35 �g2 892.50 �° 893.30 �� x� .._ . _ I I \ s 892.60 893.00 / �' 893.50 892.80 I / � zo' D. & u.E �� / 892.10 892.50 I 893.20 892.00 0� s a n t a r m n h o l e „ �° o s 893.00 892 70 � - I 8 pvc - '? \ � �° ° h I � inv(n)= 882.80(dro 892.90 ..� �.� �-•� I I ( I h 892.10 892.50 892.10 � � �� � inv(e)=880.20 °`\ 892.50 891.70 � 892.50 STR. ST -202, 892.90 J �� ��° - �� 892.40 ° \ 891.60 I 892 40 ° 892.00 °. 891.60 �, -C/, 91 892.00 891.20 vo� 000000 \ 892.00 �� -� �� 1 In e ma o sanitary manhc 9 891.10 891.90 J I � tor 894. I \ \ \ ^ 89 �, I 892.50 STR. STA 02 890.10 \ 8 1.2 � 1 � � � Inv sw = 873. tK•� \ 892.00 \ 890.60 '� " RIM = 889.60 I v 4.2 891.40 °° I ���0 - I \ \ /� 8 I 89- ��• �-1 o G� / I nv(sw) -880. �1 Inv(nw) =873. { \ \ \1� 8� 8 9 _� --- �� o h IIIII�II inv(nw) =884. �° STR. ST -201A °' �° �° 'b o� 89 \ �° inv(s) =873. �' II '`L \ STR. ST -201 � ^ ��� PARKS NORTHWESTERN ��� \ I n V(n e) 873. ° I o 4, � A 1 �'S • � \� � ` � , O � - - - - � - - _•___ - - -- - - - - - - RF_G.0 LAZED D.BAI N- -888- - --- - - 8a - - - �O � / . � S � ° W I \ \ - - --- - - - - -- -- - --- - _ - \ X� EXIST. DETENTION BASIN 1A, sTR. sT -101A -�= STRST-Z @0 ---------- --- - -- STR. ST -101 - - --- x� ..._.. 10 -YR. STORM ELEV. - 885.04 '5_._. -_ -- 15' S.B.L. , D. p�2 U . E. ______� X - 885 100 -YR. STORM ELEV. - 886.85 ,�� �--- --- 883 �y \ �~ h - -S' S.B.L., D. & U.E. - - - _ - - - - _ _ _ _ - -00 C60,02 - - - - -,b �N w I I` ���' h'� �`L'- -- -- '- -- `L �' 0 0 0 -� 0 0 0 o o `L' 0 0 0 - 0 0 0 -' 0 0 0 �°' / o --EXISTI G 40' REGULATED DRAIN �` I � -0 r Inv ^ > - - 8`O8- 3 .8- 2 00 (b � T -100 - \\ w conc. e.s.- i Q - _LI�ZiL GDADING & UTILITY ft00TE'-`�%1- 1. CONTRACTOR IS RESPONSIBILE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS PRIOR TO BIDDING. 3. THE PLANS SHOW THE LOCATION OF UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 6. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, GAS LINES, TRANSFORMER PAD OR POLE, ETC.. 7. ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION. 8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 9. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 10. ALL GRASS AND /OR LANDSCAPING DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 11. IT IS THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 12. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVE BOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 13. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND REGULATIONS. CAUTIONH. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 WITHIN INDIANA 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA •ti: •::•:: •:::•::ti � :�:�:� :•:tiff•. .; •::::•::•::::•:::::::::: tip:•::: �. r :fffff ' •ffffr f% {f fr: Y •}}�� :•::: ff5�� L•:f ffYl. CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317 - 334 -1500 Fax: 317 - 334 -1552 O Certif led By: C i = • 3 I I I I O.. m 4 I Z o E �` - i m 'a Title: Sheet No.: ■ • 3 O.. m Z o �` - ' T m 'a O O V N C Z m Z O m CID .°_� 3 O (L O U Title: Sheet No.: ■ 3 ' T Title: Sheet No.: ■ 0 de resse 0 6th STREET ........ ....... ............ curb :: :� +' U U curI5 I nI ........... \ ..... . ..... ..... CAUTIONH ....... .... inv = 892.74 - c.......... - -- Inv = 892.27 - ...........•- --,,.• ..:� .:............ .... t o r- 8 9 1� •/• �% w /conc. e.s. inv(w)=,/893.1 6 2 / onc. �-�` I e THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES -- - -- - 12 rcp � \ _ - _--- --- - 897 ---1„ - - 898_ 1D- sanitary - - - - _ - f - _ _ i T to o e1�t - to I e SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND �- - --895 -- 6 - - - --t �- 9- to = 95.1 1 L� �/�/ `� EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, \ �� 96s --wtr tr wtr wtr / -- '- be�= -= _ _ w t r --iJnv wF-- 8�D6 f 6a INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ° - concrete v e =891 .86 ` �� - - - OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY // Y ` - - -IV68- - / ( ) SF /� / --� - ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR - WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR I L� �- - -__ - - / / \ E WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES NON -ACC curb inlet \ / SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL y W l ( / EASE 2' MENT W 2' NON- ACCESS / for = 892.08 g" water CONSTRUCTION. EASEMENT = . I I n e I / Inv 88848 4 J � Q Q�'} /� /� 15' GREE BELT, / I 1- 800 - 382 -5544 S. D. U.E. / 1 r no terminus i 12 rc � 2' NON- ACCESS WITHIN INDIANA found EASEMENT VARIABLE WIDTH S.B.L., I I I I III I 11 5 / . D, & U.E. & curb inlet 1-800-428-5200 W I I I II I I 894 COMMON AREA for = 892.10 inv = 888.35 FOR CALLS OUTSIDE OF INDIANA I I I W I dirt mound \ III I y II ( / - / 3 ° l 4, -, SF SF F I I I W / � \ I / III • I I 43769 SFT I I I o / 2 drainage manhole Q ° - / , for = 893.97 1 1 1 s 1.0 ACRES _ 0 V I o I I / inv = 887.85 W I0I . = . ( I I y W MIN F F E 89499 o � � / (field) - - 35' S.S. & / � curb inlet I I Z I - 892.80 s - - - for W I I � l � I ,� / � - � - II I I inv - 887.90 I I I y I � I I S III I I I s 1 i 111 1 \ EROSION CONTROL: RESPONSIBLE PARTY CONTACT INFORMATION CONTACT: JOHN TUREK LA FITNESS CONTACT PHONE: 317 -416 -8322 } III � o � I I � V� 8 sanitary manhole \ \ \\ // � e \e � I � / for = 893.87 � \ G) inv = 885.87 \` \ \\ \ ` / � � �� \ I CID 1100 � ME==/ C=M= � � ���� �'' N � \ ��b, 883� 11 5 -7 L \0 0000 -00 dop :3 7 0000 < Uj f e .0001 En 5.. .1111 I ► � ► ► I ►I � L6 � 9 FUTURE RETAIL I I I I I I I I �� � � � FF = 894.90 � �, p � I � � II � I 173550 GSF± I D -�� � � � �, I Inv curb inlet s � V\C�-- �o I for = 892.04 35 ` n � �u <b a = 887.46 g � ' /\ \� \� tiot � g8 � I► � � � � � i . I � � � I I � sT sr� s s sr ST T lo PARK AM / / ` J � \ PARKONORTHWESTERN F CDj � i I I I I I I I I I I // \\ \ REGULATED DRAIN ` 0 co 115 � I� I ( 7 w � i 7 I a92 \ \ ) 9 � � � � �,�I � -- �'� � z 1�1� I 15an6tarJ m�nhdle I i Ili I I I / II col oo) I / / or = 93. 2 4 24" chairbac:k inv(n)= E84. t2 curb I I ( coo I I I ( III oo I f I II I I I o �I I ( I . s ' \ 1 nlet 1 co for 391.19 C.O. I / N Inv = 886.79 15 rc p I I I I I ( I I \\ curb inlet o I ( ! for = 891.84 o s,. I � �- \ 3 I <I I I I I I I ( (� Inv = 886.27 f III I _ _ Q inv w = 886.27 III I ° I `' ° I I - T S o T ST Y III I .o. in 00r InIn/ A I I 00000 /\ / 0000010 0 00� 0000 0000000 0-00 100000�0' doI I� i I � i i i � � I I 'C� I .,� � ivi = oy i ov pMMN PRA / .0000 �II� I I I I S \1�� �'� N \ 7 I6g i" i = 8 .32 7 8g3 � \ LA FITNESS � Q -S (f � _ � 453025 GSF± BLANKET ON SEEDING (NAG S75) NO CONSTRUCTION TRAFFIC ON EXISTING DRIVES I i Ili I I I / II col oo) I / / or = 93. 2 4 24" chairbac:k inv(n)= E84. t2 curb I I ( coo I I I ( III oo I f I II I I I o �I I ( I . s ' \ 1 nlet 1 co for 391.19 C.O. I / N Inv = 886.79 15 rc p I I I I I ( I I \\ curb inlet o I ( ! for = 891.84 o s,. I � �- \ 3 I <I I I I I I I ( (� Inv = 886.27 f III I _ _ Q inv w = 886.27 III I ° I `' ° I I - T S o T ST Y III I .o. in 00r InIn/ A I I 00000 /\ / 0000010 0 00� 0000 0000000 0-00 100000�0' doI I� i I � i i i � � I I 'C� I .,� � ivi = oy i ov pMMN PRA / .0000 �II� I I I I S \1�� �'� N \ 7 I6g i" i = 8 .32 7 8g3 � \ LA FITNESS � Q -S (f � _ � 453025 GSF± � 1 - -- 891 - &I inlet \ I� I ��� � \�, °---ttt I i� 885.22 v - \ � I i I I /I I \ I � \ II �o� inv(ne)= 887.45 \0) 32' S. B. L., I C I I /E. D. & U.E. I I III III i I I C. ST ST 00 9 II-0' \ I N � `� I/ 7 ` / ' II I I �� I �► I�15'rcp a o r= o � 11 5 7 ' N BLANKET ON SEEDING (NAG S75) - O�iiGRE�"� tiitiit�Slri =a�T W V• W W W W W W W W W i i W W W W J• .Y W W J• •4 •t• y i y y y i AREA TO BE SEEDED 00�� RIP -RAP PROTECTION AGGREGATE CONSTRUCTION sonit ENTRANCE hole 892.93 to = aq � Cn 0 Z 0 a� tar mQ nn in (s) 88 68 Cn i W � 1 - -- 891 - &I inlet \ I� I ��� � \�, °---ttt I i� 885.22 v - \ � I i I I /I I \ I � \ II �o� inv(ne)= 887.45 \0) 32' S. B. L., I C I I /E. D. & U.E. I I III III i I I C. ST ST 00 9 II-0' \ I N � `� I/ 7 ` / ' II I I �� I �► I�15'rcp a o r= o � 11 5 7 ' N BLANKET ON SEEDING (NAG S75) - O�iiGRE�"� tiitiit�Slri =a�T W V• W W W W W W W W W i i W W W W J• .Y W W J• •4 •t• y i y y y i AREA TO BE SEEDED 00�� RIP -RAP PROTECTION AGGREGATE CONSTRUCTION i ENTRANCE aq � Cn 0 Z 0 a� tar mQ nn in Cn i W V V) I�IIIII sanitary manhole � for = 893.30 draina e manhole = 878.50 nv w for = 891.36 i ( ) inv se - 878.45 / inv = 884.63 ) / 20' D. & U. E I / � 8 "pvc ' inv(n)= 882.80(dro - - I inv (e)=880.20 \ � � _ - - (e) 880.20 "7 \ \ I I W 1 p 11 5 1 9y I I \ 9 in e manholD 400000,0 I \ y 10 \ 8 1.2 y + i v 4.2 W y 0���� OOOP I I fill I I I / I I I I I G��� LEGEND, W W W W W W W W W E. W W W W W W y W W W + \ y W W y W y y W y W W W .Y W W W W W W W y W W W W ' I , \ W W W •L •Y J• W W W W W W W W •L W J• W �. �. I SF SILT FENCE SEDIMENT BAG i Ljj � \ W W W •Y J' W W W W y N E W •Y •Y W .Y W W � W W �O I y � EROSION CONTROL 8 W �'" 15' S.B.L., D. & U.E. \\ 11 ~ 15' S.B.L., D. & U.E. �f Ld / 1 - -- - -t�88 - - -- - -- - - - - --- - - - -- \ \\ 0 0 o 0 _ _ - - -- --- - -- _ -- -- _�_ 0 0 Z w 0 0 0 0 0 0 0 0 0 - - _- _ - - - 0 -0 0 0 0 o o o \\ \ EXISTING 40' REGULATED DRAIN `_ � � � � � f- -'- � � � � � � �- _ - - ____ - � Inv - 883.82 6 r 6 - w /conc. e.s. \ J f \ KEYNOTES 1O INLET SEDIMENT BAG, SEE DETAIL 4/C4.2 OSILT FENCE PERIMETER SEDIMENT PROTECTION, SEE DETAIL 1/C4.2 O3 TOPSOIL STOCKPILE 4O CONSTRUCTION ENTRANCE, SEE DETAIL 2/C4.2 O5 AREA TO BE HYDROSEEDED OR LANDSCAPED. SEE LANDSCAPE PLAN. O6 RIPRAP, SEE DETAIL 6/C4.2 7O AREA TO BE LANDSCAPED. OCONCRETE TRUCK WASH -OUT PIT- REMOVE WASTE UPON COMPLETION OF CONSTRUCTION. SEE DETAIL 3/C4.2 9 CONSTRUCTION PARKING, EQUIPMENT AND MATERIALS AREA. #2 STONE ON PARKING LOT (AREA AS REQUIRED). STONE IS NOT TO BE COUNTED TOWARDS STONE BASE SECTION FOR PAVING. 10 STORM BMP, SEE DETAIL ON C6.3 11 HYDROSEED AND EROSION CONTROL BLANKET (NAG S75 OR EQUIVALENT), SEE DETAILS 7 & 8/C4.2 ,,,,���� • -CrA �° , '�.��.��- �� �:: � �. • �";� Gr -,; .� '� r ? tom:. :��. ,.� :�' ��. Y,p - N� ���1� _ .� . . �i. -�� � � i,'�.. •)•'.� • '�' a/ +�;, Fhb• .. \ Wit• .•;•� ���• �. 4 y T z.+ w- •,•i� � '• �,, .rip •' .-��.r .o _ °•4 �..; -.�' ; A�b '•�i���c- .-.qFe ��� � "/fiF� *' •.,�ri�';t�n,�` `�3', f -�/�� 1�-'�'�'�_'' { ';¢tt•.�` *�� �•y �.g" i' # i. > - *T :Cw. .. '��.?� � t,' '!�S'.LJ ��.•j- r \�: ,.ray: .f! �''�` Y -1' �!`' .'. 'r''.� a�-.!s� .•, �••;Y • yes, :i�, -r� j�4 �� _�... _ .. ' {� •.3 SITE LOCATION - - ��'•�� Cr •�• •• ��R.�� ' -;mow' '�• �`• � ?;: CrA.• .�. :, .. �.,� ��: �, �,;� =�;� �� �- �•� ;: r _ _��. ��• •.CrA ;��� s -: _� � 3c ��. r!�- I~ - $ vtl-' �u •,w' F -�1 'j x i _ �`Z` � • . / -} � ^ • •' - �' � .ice � ��•'�� .����•��- -' _S � i' •• .. + •• TT ��,� � ~ _ � � . • ski � �r� `. '1�,1r � �•-. _ Si'- .: - _^� 7�• '- �, • •5` � ►� :.3T .5. G Y _ i. a �.• • •� .T �.. • .. SOILS MAP- SOIL il(PES BROOKSTON SERIES Br - BROOKSTON SILTY CLAY LOAM. THIS NEARLY LEVEL SOIL IS IN DEPRESSIONS, ON FLATS, AND IN NARROW DRAINAGEWAYS BETWEEN BETTER DRAINED SOILS ON BROAD, UNDULATING PLAINS. SLOPES ARE 0 TO 2 P ERCENT . ARF AS RANGF- FPxG3 A 2 T03 250 ACRES IN SIZE-MOST IRREGULARLY SHAPED, BUT SOME ARE LONG OR ROUND. IN SOME SMALL AREAS, THIS SOIL HAS A SILT LOAM OR CLAY LOAM SURFACE LAYER. CROSBY SERIES CrA - CROSBY SILT LOAM. 0 TO 2 PERCENT SLOPES. THIS NEARLY LEVEL SOIL IS ON BROAD PLAINS, ON RIDGETOPS IN ROLLING AREAS, OR IN LOW DRAINAGEWAYS. AREA RANGE FROM 2 TO 450 ACRES IN SIZE- MOST ARF- IRREGU LARi-y SHAPED, BUT SOME ON RIDGETOPS OR IN DRAINAGEWAYS ARE LONG. THIS SOIL HAS THE PROFILE DESCRIBED AS REPRESENTATIVE OF THE SERIES. IN SOME SMALL AREAS IT HAS A LOAM OR FINE SANDY LOAM SURFACE LAYER. titi::v'r'r: % 'r :. ... .:. . :.. .. Yr • l.': rti rJJJf z -.��� �''• -x� � .� �� rte., �,: y � .� �,.��� ��`^��� �} CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317 - 334 -1500 Fax: 317- 334 -1552 i t t BLANKET ON SEEDING (NAG S75) - O�iiGRE�"� tiitiit�Slri =a�T W V• W W W W W W W W W i i W W W W J• .Y W W J• •4 •t• y i y y y i AREA TO BE SEEDED 00�� RIP -RAP PROTECTION AGGREGATE CONSTRUCTION i ENTRANCE ,,,,���� • -CrA �° , '�.��.��- �� �:: � �. • �";� Gr -,; .� '� r ? tom:. :��. ,.� :�' ��. Y,p - N� ���1� _ .� . . �i. -�� � � i,'�.. •)•'.� • '�' a/ +�;, Fhb• .. \ Wit• .•;•� ���• �. 4 y T z.+ w- •,•i� � '• �,, .rip •' .-��.r .o _ °•4 �..; -.�' ; A�b '•�i���c- .-.qFe ��� � "/fiF� *' •.,�ri�';t�n,�` `�3', f -�/�� 1�-'�'�'�_'' { ';¢tt•.�` *�� �•y �.g" i' # i. > - *T :Cw. .. '��.?� � t,' '!�S'.LJ ��.•j- r \�: ,.ray: .f! �''�` Y -1' �!`' .'. 'r''.� a�-.!s� .•, �••;Y • yes, :i�, -r� j�4 �� _�... _ .. ' {� •.3 SITE LOCATION - - ��'•�� Cr •�• •• ��R.�� ' -;mow' '�• �`• � ?;: CrA.• .�. :, .. �.,� ��: �, �,;� =�;� �� �- �•� ;: r _ _��. ��• •.CrA ;��� s -: _� � 3c ��. r!�- I~ - $ vtl-' �u •,w' F -�1 'j x i _ �`Z` � • . / -} � ^ • •' - �' � .ice � ��•'�� .����•��- -' _S � i' •• .. + •• TT ��,� � ~ _ � � . • ski � �r� `. '1�,1r � �•-. _ Si'- .: - _^� 7�• '- �, • •5` � ►� :.3T .5. G Y _ i. a �.• • •� .T �.. • .. SOILS MAP- SOIL il(PES BROOKSTON SERIES Br - BROOKSTON SILTY CLAY LOAM. THIS NEARLY LEVEL SOIL IS IN DEPRESSIONS, ON FLATS, AND IN NARROW DRAINAGEWAYS BETWEEN BETTER DRAINED SOILS ON BROAD, UNDULATING PLAINS. SLOPES ARE 0 TO 2 P ERCENT . ARF AS RANGF- FPxG3 A 2 T03 250 ACRES IN SIZE-MOST IRREGULARLY SHAPED, BUT SOME ARE LONG OR ROUND. IN SOME SMALL AREAS, THIS SOIL HAS A SILT LOAM OR CLAY LOAM SURFACE LAYER. CROSBY SERIES CrA - CROSBY SILT LOAM. 0 TO 2 PERCENT SLOPES. THIS NEARLY LEVEL SOIL IS ON BROAD PLAINS, ON RIDGETOPS IN ROLLING AREAS, OR IN LOW DRAINAGEWAYS. AREA RANGE FROM 2 TO 450 ACRES IN SIZE- MOST ARF- IRREGU LARi-y SHAPED, BUT SOME ON RIDGETOPS OR IN DRAINAGEWAYS ARE LONG. THIS SOIL HAS THE PROFILE DESCRIBED AS REPRESENTATIVE OF THE SERIES. IN SOME SMALL AREAS IT HAS A LOAM OR FINE SANDY LOAM SURFACE LAYER. titi::v'r'r: % 'r :. ... .:. . :.. .. Yr • l.': rti rJJJf z -.��� �''• -x� � .� �� rte., �,: y � .� �,.��� ��`^��� �} CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317 - 334 -1500 Fax: 317- 334 -1552 i t t �O r Certified By: i o Cn 0 Z 0 Cn i W V V) W D a� 4-- 0 Z V 1. vii o m � I 1� N CL) Z m U 7. m 13 m Z D.. vl D D D D CD U v O O O LU Title: E;WNTROL Sheet No.: C .1 NOTE: I Z AZM 5 REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. EROSION CONTROL BLANKET SLOPE INSTALLATION NO SCALE M X� 3' A X 1 STAPLE PER SQ. YD. 1 1/2 STAPLE PER SQ. YD. i-- GENERAL STAPLE RECOMMENDATIONS Lu300 275 Z 250 225 200 w 175 150 w 125 a0 100 j 75 U) 50 25 0 NOTES: V-6"_30[::::��l-6" 2 STAPLE PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED + +�+ CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. 4:1 3:1 2:1 1:1 CHANNEL LINING SLOPE GRADIENT 1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS. 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. 5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER. EROSION CONTROL BLANKET STAPLE PATTERN NO SCALE CON V L-V I L-Z% I ILL 8 OZ. /SYD. MIN. NOTE: RIPRAP SHALL EXTEND 5' -0" OUT FROM END SECTION RIPRAP AT END SECTION SCALE: NTS V IKII C:T QC:n1RAGn1T RA j - DY BAG II OVED EQUAL) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY. 3. REMOVE SEDIMENT ON A REGULAR SCHEDULE 4. AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAG INLET SEDIMENT BAG DETAIL NO SCALE SEASONAL SOIL PROTECTION CHART C JAN. FEB. MAR. B MAY JUNE JULY AUG. SEPT. C C DEC. PERMANENT SEEDING � B z C J Lu A aa A B B V-6"_30[::::��l-6" 2 STAPLE PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED + +�+ CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. 4:1 3:1 2:1 1:1 CHANNEL LINING SLOPE GRADIENT 1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS. 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. 5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER. EROSION CONTROL BLANKET STAPLE PATTERN NO SCALE CON V L-V I L-Z% I ILL 8 OZ. /SYD. MIN. NOTE: RIPRAP SHALL EXTEND 5' -0" OUT FROM END SECTION RIPRAP AT END SECTION SCALE: NTS V IKII C:T QC:n1RAGn1T RA j - DY BAG II OVED EQUAL) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY. 3. REMOVE SEDIMENT ON A REGULAR SCHEDULE 4. AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAG INLET SEDIMENT BAG DETAIL NO SCALE SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING � A z � J Lu aa U DORMANT SEEDING B H Cl) W TEMPORARY SEEDING C E f11111111I11 / / / / / / / *D SODDING F MULCHING G A = KENTUCKY BLUEGRASS 100 LBS /ACRE; CREEPING RED FESCUE 100 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 20 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. B = KENTUCKY BLUEGRASS 120 LBS /ACRE; CREEPING RED FESCUE 120 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 30 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12- 12,42 ANALYSIS, OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12- 12.12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYE GRASS 40 LBS /ACRE (1 LB /1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS./ACRE OF 12 -12.12 ANALYSIS, OR EQUIVALENT, FERTILIZER. F =SOD G = STRAW MULCH 2 TONS /ACRE * /I/ * = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER **= IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD TEMPORARY SEEDING CHART NO SCALE NOTES: 1. PLACE WHEREVER DIRT OR PUBLIC STREETS AND IN CONSTRUCTION TRAFFIC AREAS REQUIRING DUST CONTROL 2. PLACE ENTRANCE ON LEVEL GROUND WHERE POSSIBLE. 3. PROVIDE A SEDIMENT TRAP OR SILT FENCE BARRIER FOR RUNOFF FROM THE ENTRANCE AREA 4. LIMIT THE NUMBER OF ACTUAL ENTRANCE CONSTRUCTED FOR THE SITE MAINTENANCE: 2 "X2" HARDWOOD OR 1.33 LB /FT STEEL POST MAX. SPACING BETWEEN POSTS IS 6-0 ". FILTER FABRIC SECURE TO POSTS WITH 2" LATH IN SWALES OR AREAS J OF CONCENTRATED FLOW, REINFORCE WITH 14 GA.X 6" WIRE MESH z FILL WITH COMPACTED SOIL 4 N UNDISTURBED GROUND FLOW EMBED FILTER CLOTH MIN. 6" INTO GROUND ? N r r MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE DETAIL ri-%s SCALE: NTS C4.2 ISTING CURB 1. ENTRANCES REQUIRE PERIODIC TOP DRESSING OF STONE 2. PLACE NEW STONE IN SURFACE VOIDS 3. USE ENTRANCE IN CONJUCTION WITH STREET SWEEPING 4. REMOVE AGGREGATE AND SEPARATE SEDIMENT FOR DISPOSAL WHEN ENTRANCE BECOMES CLOGGED 5. REPAIR ANY ROAD PAVEMENT DAMAGE CAUSED BY CONSTRUCTION TRAFFIC FROM THE SITE 20' I,12I3 RAIKIIMUM 6" - FONE V I v 11 rev 1 L_ &.# %J L./ Lj V l v \LJ L- •r ••• • �•• • • • �� CONSTRUCTION ENTRANCE SCALE: NTS GROUND 10 FT MINIMUM SURFACE r-- 2 FT MIN. NOTES: 1. PLACE IN CONSPICUOUS LOCATIONS WHERE CONCENTRATED SURFACE DRAINAGE IS NOT LIKELY TO CONTACT THE WASHOUT AREA 2. CONSTRUCT A CONTINUOUS MOUND NECESSARY TO ENVELOP THE WASHOUT AREA 3. INCLUDE A SIGN INDICATING THAT THE AREA IS FOR WASHOUT OF CONCRETE TRUCKS AND PUMPS AND HAND TOOLS 4. PLACE SIGNS AT THE SITE CONSRUCTION ENTRANCES INDICATING WHERE THE CONCRETE WASHOUT AREAS ARE LOCATED 5. INSTALL A SUFFICIENT NUMBER OF WASHOUT AREAS PRIOR TO ANY CONSTRUCTION WORK REQUIRING DELIVERY OF CONCRETE MOUNDS CONSTRUCTED OF COMPACTED FILL MATERIAL STONE ACCESS DRIVE CONSTRUCTED ACCORDING TO CONSTRUCTION ENTRANCE DETAIL MAINTENANCE: 1. WASHOUT AREAS REQUIRE PERIODIC INSPECTION AND REPAIR 2. REPAIR THE STONE ENTRANCE ACCORDING TO MAINTENANCE EFFORTS DESCRIBED FOR A CONSTRUCTION ENTRANCE 3. REMOVE DRIED CONCRETE WASTE WHEN THE WASHOUT AREA IS 1/2 FULL. TREAT DRIED CONCRETE AS SOLID WASTE ACCORDING TO SOLID WASTE DISPOSALS GUIDLINES 4. AFTER COMPLETION OF CONCRETE OPERATIONS REMOVE THE WASHOUT AREA ENTIRELY AND DISPOSE OF WASTE. REGRADE THE AREA AND PROVIDE SOIL STABILIZATION CONCRETE WASHOUT AREA SCALE: NTS NX �r r • f f' � ':: fNrrh'r jill � � CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317- 334 -1500 Fax: 317- 334 -1552 .E 1.AI FIT NESS. A AV Certified By: Ic 0 N Z Z O O � N a. > U ix N w 0 1<1<1 • m �• o I c m 0 m C-4 V I C C o Co W p m C D 0 U Title: EROSION CONTROL DETAILS Sheet No.: C4�. <C � U CO O � m z � J Lu aa U 0 H Cl) W Title: EROSION CONTROL DETAILS Sheet No.: C4�. SWPPP INDEX B. EROSION CONTROL REQUIREMENTS (CONTINUED) 6A A. PROJECT INFORMATION 7. ONSITE PUBLIC NOTICES INCLUDING THE NOI, SITE OWNER CONTACT PROJECT NARRATIVE AND DESCRIPTION (THIS SHEET) 6B INFORMATION AND LOCATION OF CONSTRUCTION PLANS ARE REQUIRED 1C 1. SITE OWNER 6C POTENTIAL GROUND CONTAMINATION POINTS (ESCP) 2. PROJECT NARRATIVE 8. THE SWPPP PROVIDES A BASIS FOR EROSION CONTROL. THE SITE OWNER 6D 3. RULE 5 INFORMATION IS RESPONSIBLE FOR MAINTAINING SITE EROSION CONTROL IN ACCORDANCE GENERAL CONSTRUCTION SEQUENCE (THIS SHEET) 4. EXISTING POLLUTION SOURCES WITH RULE 5 1F B. EROSION CONTROL REQUIREMENTS 9. THE SITE OWNER SHALL INFORM AND IF NECESSARY EDUCATE EACH LOCATION OF PERMANENT DETENTION AREAS (ESCP) 1 G CONTRACTOR REGARDING THE CONDITIONS OF RULE 5 AND THE 7A C. SELF - MONITORING PROGRAM PROVISIONS OF THE SWPPP LIST OF ADDITIONAL WATER QUALITY PERMITS (THIS SHEET) 1. GENERAL REQUIREMENTS TEMPORARY STABILIZATION MEASURES AND SEQUENCE (ESCP) 2A 2. SITE EVALUATION GUIDELINE 10. THE SITE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR INVESTIGATING PERMANENT STABILIZATION MEASURES AND SEQUENCE (ESCP) 3. IMPLEMENTATION AND TRAINING AND IMPLEMENTING PHASED SITE OPERATIONS THAT WILL MINIMIZE EXPOSED 7D TEMPORARY AND PERMANENT STABILIZATION PRACTICE AREAS D. CONSTRUCTION OPERATIONS SPECIFICATIONS (SITE DETAILS) 3B. 1. GENERAL CONSTRUCTION SEQUENCE 11. EROSION CONTROL MEASURE DESIGN AND IMPLEMENTATION ARE THE 12. Are diversion swales and /or waterbars installed to plan & protected? 2. CONSTRUCTION SEQUENCE RESPONSIBILITIES OF TRAINED INDIVIDUALS INSTRUCTED BY THE SITE OWNER 7E 3. EARTH MOVING AND GRADING 3C 100 YEAR FLOODPLAIN AND FLOODWAY (GRADING PLAN) 4. SITE OPERATIONS 12. NO UNVEGETATED AREA SHALL REMAIN WITHOUT TEMPORARY OR PERMANENT 5. VEHICLE AND EQUIPMENT MAINTENANCE STABILIZATION FOR LONGER THAN 15 DAYS. IN CASES WHERE ESTABLISHED SELF - MONITORING PROGRAM DESCRIPTION (THIS SHEET) 3D AREAS DO NOT EXCEED A 70% COVERAGE, THE AREAS ARE TO BE E. MATERIALS AND WASTES RESTABILIZED WITH APPROPRIATE METHODS 1. MATERIALS DELIVERY AND STORAGE POTENTIAL POLLUTANT DESCRIPTIONS (THIS SHEET) 3E 2. WASTE MANAGEMENT 13. MATERIALS STORAGE AND HANDLING OPERATIONS MUST NOT IMPAIR SURFACE 18. Has temporary stabilization of disturbed ground been addressed? (dormant for 15 days?) A. SANITARY /SEPTIC OR GROUND WATER QUALITY OR DEGRADE SOIL QUALITY 7H B. CONCRETE 14. FOLLOWING COMPLETION OF ALL LAND DISTURBING ACTIVITIES AND THE ADJACENT PROPERTY LAND USES (ESCP) C. SOLID WASTE ENTIRE SITE HAS BEEN STABILIZED, THE TEMPORARY EROSION AND SEDIMENT 3G 3. NON -STORM WATER DISCHARGES CONTROL MEASURES SHALL BE REMOVED PROPOSED LAND USE POTENTIAL STORM WATER POLLUTION 4. POST CONSTRUCTION POLLUTION SOURCES AND CONTROL MEASURES F. SPILL PREVENTION AND CONTROL C. SELF MONITORING PROGRAM PROPOSED IMPROVEMENTS, ROADS, UTILITIES, ETC. (ESCP) G. CONSTRUCTION PLAN INDEX 23. Is a designated equipment washout area established, clearly marked and 1. GENERAL REQUIREMENTS POST CONSTRUCTION STORM WATER QUALITY MEASURES (THIS 4B A. AN INDIVIDUAL TRAINED TO RECOGNIZE AND EVALUATE EROSION SHEET) CONTROL MEASURES SHALL EVALUATE THE SITE AND PRODUCE A A. PROJECT INFORMATION WRITTEN REPORT B. THE SITE OWNER IS RESPONSIBLE FOR INSURING WEEKLY WRITTEN 8C POST CONSTRUCTION STORM WATER QUALITY MEASURE EVALUATIONS ARE MAINTAINED AND MADE AVAILABLE UPON REQUEST 1. SITE OWNER/ENGINEER CONTACTS WITHIN 48 HOURS OF REQUEST BY AUTHORITIES 5A A. PROJECT NAME: C. FOLLOWING MEASURABLE STORM EVENTS OF 0.5 INCHES OR MORE OF POLLUTANT MINIMIZING STORM WATER QUALITY MEASURES LA FITNESS RAINFALL, AN ADDITIONAL WRITTEN EVALUATION IS REQUIRED BY THE B. SITE ADDRESS: END OF THE FOLLOWING BUSINESS DAY SOIL STOCKPILE AREAS SEE NOTE (NONE) 106th STREET & MICHIGAN ROAD D. DURING PERIODS OF EXTENDED RAINFALL, THE SITE EROSION CONTROL CARMEL, IN INSPECTION PERSON MUST COMPLETE A WRITTEN EVALUATION RIPARIAN HABITAT IMPACT MINIMIZING MEASURES (THIS SHEET) C. PREPARED BY: EVERY 24 HOURS TLF CONSULTING ENGINEERS E. WRITTEN EVALUATIONS WILL INCLUDE A DESCRIPTION OF EROSION 8675 PURDUE ROAD CONTROL MEASURE MAINTENANCE AND PERFORMANCE 5D INDIANAPOLIS, IN 46268 F. WRITTEN EVALUATION REPORTS MUST INCLUDE THE NAME OF THE SHEET) PHONE: 317 - 334 -1500 PERSON PERFORMING THE INSPECTION, DATE OF INSPECTION, SITE D. OWNER: EROSION CONTROL MEASURE DEFICIENCIES AND CORRECTIVE LA FITNESS MEASURES REQUIRED CONTACT: JOHN TUREK G. SEE SAMPLE EVALUATION FORM ON THIS SHEET FOR SUGGESTED FORMAT 317 -416 -8322 2. SITE EVALUATION GUIDELINE A. INCLUDE THE FOLLOWING INFORMATION ON THE REPORT 1. NAME AND SIGNATURE OF EVALUATING PERSONNEL ALONG WITH THE E. RESPONSIBLE SITE EROSION CONTROL PARTY: NAME OF THE COMPANY EMPLOYING THE EVALUATING PERSONNEL COMPANY: TBD 2. DATE OF INSPECTION CONTACT: TBD 3. WEATHER CONDITIONS AT TIME OF REPORT ADDRESS: TBD 4. INDICATE THE PURPOSE OF THE EVALUATION TBD A. PRIOR TO FORECASTED RAIN TELEPHONE: TBD B. AFTER RAIN EVENT 1. STORM DURATION 2. PROJECT NARRATIVE: 2. APPROXIMATE RAINFALL AMOUNT (INCHES) 1A. PROJECT LOCATION MAP: SEE VICINITY MAP IN SUPPLEMENTAL INFO. B. PROVIDE COMMENTS AND IF NECESSARY CORRECTIVE ACTIONS 1B. NARRATIVE: REGARDING THE FOLLOWING SITE CHARACTERISTICS: PROJECT CONSISTS OF 3.9 ACRES OF ASPHALT PAVEMENT, CONCRETE AND 1. SILT FENCE ROOF TOPS AND 3.2 ACRES OF OTHER PERVIOUS SURFACES AND LANDSCAPING A. CONDITION (TEARS, GAPS, BROKEN LATHE, ETC.) 1C. SEE PLANS FOR LOCATION OF ROADS, UTILITIES, STRUCTURES B. SEDIMENT BUILD UP (1/3 HEIGHT OF FENCE MAX.) AND OTHER FEATURES C. ADDITIONAL AREAS REQUIRING SILT FENCE 1 D. SEE PLANS FOR LOT AND /OR BUILDING LOCATIONS 2. AREAS OF NOTICEABLE EROSION 1E. SURROUNDING LAND USE: 3. TEMPORARY STABILIZATION ESTABLISHMENT AND EFFECTIVENESS THE PROPERTIES WEST AND SOUTH OF THE SITE REMAIN 4. NON-STABILIZED AREAS EXCEEDING THE 15 DAY LIMIT FOR UNDEVELOPED. PROPERTIES NORTH AND EAST OF THE SITE TEMPORARY OR PERMANENT STABILIZATION MAKE UP COMMERCIAL PROPERTIES. 5. ADDITIONAL EROSION CONTROL MEASURES POSSIBLY REQUIRED 2A. EXISTING VEGETATION: FILL AND GRASS /WEEDS A. STRAW BALES 2B. EXISTING DRAINAGE NARRATIVE: B. ROCK CHECK DAMS THE SITE DRAINS OVERLAND VIA TEMPORARY DITCHES C. FIBER ROLLS TO AN EXISTING DETENTION BASIN. D. GRASSED WATERWAYS OR SWALES 2C. THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE. E. EROSION CONTROL BLANKET REFER TO THE GRADING PLAN FOR ADDITIONAL FLOOD ZONE INFORMATION. 6. STORM SEWER INLETS 2D. SEE SOILS MAP AND NOTES ON ESCP SHEET FOR SOILS INFORMATION A. ALL INLETS HAVE SEDIMENT TRAPS OR VEGATATIVE DRAINAGE AREAS 2E. SEE GRADING PLAN FOR EXISTING AND PROPOSED CONTOURS AND B. INSTALLED SEDIMENT BARRIERS SHOW SIGNS OF BEING GROUND ELEVATIONS MAINTAINED SUCH AS LOW SEDIMENT BUILD -UP 2F. PROPOSED STORM WATER DRAINAGE NARRATIVE: 7. SEDIMENT BASINS A. SEDIMENT BUILD -UP (1/3 HEIGHT MAX.) SITE WILL DRAIN VIA NEW STORM SEWERS TO THE BASIN LOCATED AT THE 8. PERIMETER SOIL STOCKPILE SEDIMENT CONTROL SUCH AS SILT SOUTH END OF THE SITE. FENCE OR TARPS IN WORKING ORDER 2G. RECEIVING WATER IS THE PARK NORTHWESTERN LEGAL DRAIN. 9. STONE CONSTRUCTION ENTRANCE 2H. STORM WATER COULD ENTER THE GROUND WATER THROUGH A. VISIBLE STONE SURFACE WITH LIGHT SEDIMENT LOAD NORMAL PERCOLATION PROCESSES B. STREETS FREE OF MUD AND SEDIMENT 21. SEE PLANS FOR LOCATION OF THE STORM SEWER SYSTEMS 10. WIND EROSION EFFORTS OR EVIDENCE OF WIND EROSION OBSERVABLE 3A. SEE PLANS FOR LOCATIONS AND AREAS OF DISTURBANCE. THE ENTIRE SITE 11. PUMPING OR DEWATERING OPERATIONS INCLUDE FORCED WILL BASICALLY BE DISTURBED WITH THE EXCEPTION OF THE SOUTH DISCHARGE TO RIP RAP OR OTHER ENERGY DISSIPATION STRUCTURE AND AND WEST EDGES OF THE SITE. SEDIMENT FILTRATION 3B. SEE THE GRADING PLAN FOR THE LOCATION OF SOIL STOCKPILE. 12. VEHICLE FUELING AND MAINTENANCE AREAS 4A. CONSTRUCTION SEQUENCE: A. AREAS ARE DESIGNATED AND WITHOUT EVIDENCE OF LEAKS OR SPILLS SITE WILL BE CLEARED FIRST, WITH THE PERIMETER SILT CONTROLS AND 13. WASTE MANAGEMENT AND MATERIALS STORAGE CONSTRUCTION ENTRANCE ESTABLISHED. EARTHWORK CUT AND FILL A. MATERIALS STORAGE AREAS LOCATED AWAY FROM AREAS OF OPERATIONS WILL COMMENCE NEXT. INLET /OUTLET SILT CONTROL MEASURES CONCENTRATED SURFACE STORM WATER FLOW (DANDY BAGS, ETC. ) WILL BE INSTALLED FOLLOWING STORM SEWER CONSTRUCTION. B. SPILL CONTROL MATERIALS OF ADEQUATE TYPE AND SUFFICIENT SIGNAGE PAVING BASE AND FINAL SURFACES WILL THEN BE INSTALLED, WITH PAVED AREA LOCATED NEAR POTENTIAL SPILL AREAS INLET PROTECTION REMOVED UPON INSTALLATION OF FINAL PAVED SURFACES. FINISH C. SECONDARY CONTAINMENT STRUCTURES NOT HOLDING RAIN WATER GRADING, SODDING AND LANDSCAPING WILL BE DONE LAST. INLET PROTECTION D. DRY CHEMICALS STORED ON PALLETS AND PERIMETER SILT FENCE CAN BE REMOVED UPON ESTABLISHMENT OF E. HAZARDOUS WASTE CONTAINERS PROPERLY LABELED PERMANENT VEGETATION. F. BOXED MATERIALS COVERED WITH IMPERVIOUS MATERIAL 4B. SEE NOTES ON THIS SHEET AS WELL AS DETAILS FOR MONITORING G. CONCRETE WASHOUT AREAS IN GOOD REPAIR AND SIGNS POSTED AND MAINTENANCE GUIDELINES THAT DIRECT TRUCKS, PUMPS, CREWS, ETC. TO THEIR LOCATIONS 4C. SEE PLANS AND DETAILS FOR PERIMETER SEDIMENT CONTROL MEASURES H. TRASH RECEPTACLES SUFFICIENT IN NUMBER AND LOCATED IN 4D. SEE DETAILS FOR TEMPORARY SEEDING INFORMATION AND SPECIFICATIONS APPROPRIATE AREAS 4E. SEE PLANS AND DETAILS FOR TEMPORARY EROSION CONTROL MEASURES 14. TEMPORARY WATERWAY CROSSINGS 4F. SEE PLANS AND DETAILS FOR PERMANENT EROSION CONTROL MEASURES. A. CHANNEL AREA FREE OF SEDIMENT AND ALSO REFER TO PROJECT SPECIFICATIONS SAND BARS 4G. SEE PLANS AND DETAILS FOR STORM DRAIN INLET PROTECTION B. SILT FENCE OR OTHER EROSION CONTROL 4H. SEE PLANS AND DETAILS FOR STORM WATER OUTLET PROTECTION MEASURES EVIDENT ALONG BANKS AWAY 41. SEE PLANS AND DETAILS FOR CONSTRUCTION ENTRANCE FROM CROSSING 4J. THERE IS A SINGLE LOT CREATED AS PART OF THIS 15. EVIDENCE OF ILLEGAL DISCHARGE OR ILLICIT PROJECT REQUIRING SEPARATE SPECIFICATIONS WHEN DEVELOPED. CONNECTIONS 4K. SEE DETAILS FOR PERMANENT SEED OR SOD SPECIFICATIONS. 16. STORM WATER DISCHARGE POINTS ALSO REFER TO PROJECT SPECIFICATIONS A. EVIDENCE OF OILS OR ODD COLORS IN STORM WATER DISCHARGE 3. RULE 5 INFORMATION B. OUTLET EROSION CONTROL IN PLACE A. 14 DIGIT HYDROLOGIC UNIT CODE: 05120201120080 C. NOTE EXCESSIVELY ERODED DISCHARGE POINTS B. WATER QUALITY PERMITS: RULE 5 ONLY D. ALL BMP STRUCTURES ARE IN PLACE ACCORDING TO C. LEGAL DESCRIPTION: SEE SURVEY CONSTRUCTION PLANS D. TOTAL DISTURBED AREA= APPROXIMATELY 8.2 ACRES E. 10 YEAR RUNOFF - PRE 6.3 CFS & POST 33.6 CFS (INTO DETENTION BASIN) 3. IMPLEMENTATION AND TRAINING F. THERE ARE NO ADDITIONAL STATE OR FEDERAL PERMIT A. THE SITE OWNER IS RESPONSIBLE FOR INSURING THAT EACH REQUIREMENTS FOR THIS PROJECT. INDIVIDUAL EMPLOYED ONSITE HAS A GENERAL AWARENESS OF THE SWPPP AND THE POTENTIAL FOR STORM WATER 4. OFFSITE CONSTRUCTION ACTIVITIES POLLUTION A. THERE ARE NO OFFSITE DRAINAGE OR UTILITY IMPROVEMENTS B. CONTRACTORS PERFORMING CONSTRUCTION OPERATIONS PLANNED FOR THIS PROJECT. REFERED TO DIRECTLY BY THIS PLAN SHALL RECEIVE A COPY 5. EXISTING POLLUTION SOURCES OF THE SWPPP AND DIRECTED TO THE PORTION OF THE PLAN A. SOIL POLLUTION: NONE KNOWN THAT APPLIES TO THEIR PARTICULAR WORK B. GROUND WATER POLLUTION: NONE KNOWN C. THE DATE AND SUBJECT MATTER OF TRAINING EFFORTS C. UNDERGROUND STORAGE TANKS: NONE KNOWN PERFORMED OR SPONSORED BY THE SITE OWNER OR D. SITE EROSION: SITE IS CURRENTLY AN UNDEVELOPED COMMERCIAL LOT CONTRACTOR SHALL BE RECORDED AND KEPT WITH THE SITE WITH STABILIZED GRASS AND WEED GROUND COVER EROSION CONTROL EVALUATIONS B. EROSION CONTROL REQUIREMENTS D. CONSTRUCTION OPERATIONS 1. GENERAL CONSTRUCTION SEQUENCE 1. ALL STORM WATER QUALITY MEASURES INSTALLED MUST COMPLY WITH THOSE A. INSTALL CONSTRUCTION ENTRANCE 15-OCT -2007 MEASURES SHOWN ON THE CONSTRUCTION PLANS B. INSTALL PERIMETER SILT FENCE 16-OCT -2007 C. EARTHWORK 16-OCT -2007 THRU 1- DEC -2007 2. STORM WATER LEAVING THE SITE SHALL BE TREATED TO REMOVE SEDIMENT D. INSTALL STORM SEWER AND UTILITIES 1 -NOV -2007 THRU 1- APR -2008 E. INSTALL INLET PROTECTION 15-NOV -2007 3. MEASURES TO ELIMINATE SITE CONSTRUCTION TRASH FROM LEAVING THE F. INSTALL STONE BASE 15 -NOV -2007 THRU 15- DEC -2007 SITE BY MEANS OF STORM WATER FLOW OR WIND SHALL BE INSTALLED AT G. ASPHALT PAVING 15- APR -2008 THRU 1-JUN -2008 THE ONSET OF CONSTRUCTION H. LANDSCAPING AND SEEDING 15-MAY -2008 THRU 15-JUN -2008 I. REMOVE EROSION CONTROL AND SEDIMENT CONTROL 4. EACH CONSTRUCTION SITE ENTRANCE SHALL HAVE A STONE CONSTRUCTION MEASURES SUMMER 2008 ENTRANCE INSTALLED ACCORDING TO DETAIL PROVIDED 5. ALL PUBLIC AND PRIVATE ROADWAYS SHALL REMAIN CLEAR OF MUD OR SEDIMENT. SEDIMENT TRACKED ONTO STREETS SHOULD BE SHOVELD OR SWEPT AND DISPOSED OF PROPERLY. DO NOT FLUSH STREETS WITH WATER. 6. STORM WATER DISCHARGE POINTS TO WELL- DEFINED DRAINAGEWAYS MUST INCLUDE MEASURES TO REDUCE FLOW VELOCITY AND MINIMIZE DOWN- STREAM EROSION D. CONSTRUCTION OPERATIONS (CONTINUED) 2. CONSTRUCTION SEQUENCE UPON COMMENCING SITE OPERATIONS THE FIRST SEDIMENT CONTROL EFFORT WILL INVOLVE CONSTRUCTION OF THE TEMPORARY CONSTRUCTION ENTRANCE. SITE EROSION CONTROL INSPECTIONS ARE TO BEGIN ONCE THE CONSTRUCTION ENTRANCE IS INSTALLED. EFFORTS TO REMOVE TRACKED SEDIMENT FROM PUBLIC STREETS, IF NECESSARY, WILL COMMENCE AT THIS TIME. PRIOR TO MASS EARTH, WHICH IS THE NEXT EXPECTED PHASE, PERIMETER SILT FENCE CONTROLS WILL BE INSTALLED. TEMPORARY SEEDING OF EARTH WORK AREAS FOLLOWING MEETING GRADE ARE TO CORRESPOND WITH SECTION B.12 OF THIS PLAN. UTILITY WORK AND PAVING OPERATIONS WILL FOLLOW MASS EARTH WORK. INLET PROTECTION IS TO BE INSTALLED UPON INSTALLATION OF THOSE STORM STRUCTURES. FINAL SEEDING WILL COMMENCE FOLLOWING FINE GRADING AND TOPSOIL REPLACEMENT. 3. EARTH MOVING AND GRADING A. PERIMETER SILT FENCING IS REQUIRED ACCORDING TO DETAILS ON THE ESCP B. SEQUENCE EARTH MOVING OPERATIONS TO MINIMIZE THE EXTENT OF SOIL EXPOSURE AND DURATION OF SOIL EXPOSURE C. PRESERVE EXISTING STONE /GRAVEL AREAS UNTIL SITE WORK REQUIRES THAT THOSE AREAS BE DISTURBED D. PROVIDE TEMPORARY STABILIZATION OF DISTURBED AREAS WHEN EXPOSED AREAS ARE THREATENED BY IMPENDING RAIN EVENTS E. USE WATERING METHODS OR OTHER METHODS TO MINIMIZE WIND EROSION DURING DRY PERIODS F. STABILIZE SITE CONSTRUCTION ENTRANCES ACCORDING TO DETAIL ON THE ESCP H. TEMPORARY PARKING LOTS FOR WORKERS AND EQUIPMENT SHALL HAVE A STONE SURFACE AND SHALL BE MAINTAINED TO PREVENT TRACKING OF MUD ONTO STREETS I. STABILIZE ALL CATCH BASINS IMMEDIATELY FOLLOWING CONSTRUCTION ACCORDING TO DETAILS ON THE ESCP J. SEDIMENT TRACKED ONTO STREETS SHOULD BE REMOVED MANUALLY OR WITH A STREET CLEANING MACHINE. DO NOT FLUSH STREETS WITH WATER TO REMOVE SEDIMENT K. INSTALL SEDIMENT BASINS WHERE EXPOSED SOIL AREAS DRAIN AND COLLECT AT INLETS L. STEEPER SLOPES MAY REQUIRE SEEDING AND EROSION CONTROL BLANKET. CONTRACTOR TO CONTACT THE ENGINEER IN THE CASE OF SLOPE EROSION. M. STRAW BALES MAY BE USED IN SURFACE DRAINAGE WAYS DURING PERIODS OF EXCESSIVE RAINS AND UNSTABILIZED SOIL CONDITIONS N. ROCK CHECK DAMS MAY BECOME NECESSARY FOR DRAINAGE WAYS WITH STEEPER SLOPES AND LARGER DRAINAGE AREAS 4. SITE OPERATIONS A. PAVING 1. PREVENT PAVING MATERIALS FROM ENTERING STORM SEWERS 2. STORE PAVING MATERIALS AWAY FROM SURFACE WATER BODIES 3. INSPECT PAVING EQUIPMENT ACCORDING TO PROCEDURES OUTLINED IN THE EQUIPMENT MAINTENANCE PORTION OF THIS PLAN 4. USE SECONDARY CONTAINMENT WHEN CLEANING PAVING EQUIPMENT 5. ABANDON ALL PAVING OPERATIONS DURING RAIN EVENTS AND COVER EXPOSED PAVING MATERIALS 6. COVER EACH INLET WHILE APPLYING SEAL COAT OR TACK COAT B. PAINTING AND ROOFING 1. PREVENT ENTRY OF PAINTING AND ROOFING MATERIALS INTO STORM SEWERS 2. CLEAN GUTTERS AND DOWNSPOUTS THOROUGHLY FOLLOWING ROOFING OPERATIONS TO REMOVE DEBRIS 3. COLLECT WASTE FROM SCRAPING AND BLASTING OPERATIONS AND DISPOSE OF MATERIAL IN PROPER WASTE COLLECTORS 4. MIX PAINT IN A COVERED VENTILATED AREA OR WITHIN A SECONDARY CONTAINMENT AREA DESIGNED FOR THAT PURPOSE 5. REFER TO THE MATERIALS STORAGE PORTION OF THIS PLAN FOR PROPER STORAGE OF PAINT CONTAINERS C. LANDSCAPING 1. PESTICIDE APPLICATION SHOULD ONLY BE PERFORMED BY LICENSED AND TRAINED INDIVIDUALS 2. APPLICATION RATES OF ALL LAWN CHEMICALS MUST COMPLY WITH THE MANUFACTURER RECOMMENDATIONS 3. CONSIDER VEGETATIVE WASTE AS SOLID WASTE AND DISCARD OF ACCORDING TO APPROPRIATE SOLID WASTE DISPOSAL METHODS 4. AVOID APPLICATION OF CHEMICALS WITHIN RIPARIAN (STREAM BANK) AREAS AND SURFACE WATER BODIES 5. VEHICLE AND EQUIPMENT MAINTENANCE 1. PREVENT MACHINERY RINSE WATER OR MAINTENANCE CHEMICALS, FUELS AND LUBRICANTS FROM ENTERING THE STORM SEWER SYSTEM OR SURFACE WATER BODIES 2. ONLY USE DESIGNATED FUELING STATIONS LOCATED AWAY FROM INLETS AND SURFACE WATER BODIES 3. IMMEDIATELY COLLECT AND PROPERLY DISPOSE OF SPILLED FUELS, LUBRICANTS AND ANY OTHER VEHICLE RELATED CHEMICALS 4. COMPLETE REGULAR INSPECTIONS OF EQUIPMENT TO IDENTIFY LEAKS AND DRIPS, PLACE ABSORBENT MATERIALS OR PANS TO CATCH ANY LEAKS OR SPILLS 5. USE OFFSITE SHOPS FOR MAINTENANCE OF VEHICLES WHEN OPERATIONS COULD CAUSE INCREASED RISK OF SPILLS E. MATERIALS AND WASTES 1. MATERIALS DELIVERY AND STORAGE A. KEEP STORAGE AREAS AWAY FROM STORM SEWER INLETS AND SURFACE WATER BODIES B. INVENTORY LEVELS SHOULD REMAIN LOW IF POSSIBLE TO REDUCE THE CHANCE OF SPILLS OR EXPOSURE C. STORE ALL CHEMICALS ON PALLETS AND IN APPROPRIATE CONTAINERS D. MAKE WEEKLY INSPECTIONS OF MATERIALS AND CONTAINERS TO IDENTIFY LEAKS OR A DISORGANIZED STORAGE AREA E. STORE ALL HAZARDOUS WASTE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GUIDELINES F. COVERALL MATERIALS STORED IN EITHER BAGS OR DRUMS TO CONCEAL MATERIALS FROM IMPENDING STORM EVENTS G. SECONDARY CONTAINMENT AREAS SHOULD BE PROTECTED AGAINST ACCUMULATING STORM WATER H. INFORM ALL EMPLOYEES OF THE NECESSITY OF KEEPING AN ORGANIZED AND CLEAN MATERIALS STORAGE AREA 2. WASTE MANAGEMENT A. SANITARY /SEPTIC 1. THE CONSTRUCTION SITE MUST CONTAIN A SUFFICIENT NUMBER OF CONVENIENTLY LOCATED SANITARY FACILITIES 2. ALL SANITARY FACILITIES MUST BE MAINTAINED BY A LICENSED AND TRAINED SERVICING COMPANY 3. ENSURE FREQUENT WASTE COLLECTION INTERVALS SO THAT SUFFICIENT EMPTYING OCCURS 4. SANITARY FACILITIES SHOULD NOT BE LOCATED WITHIN THE STREET OR ON ANY PEDESTRIAN WALKWAYS 5. UNDER NO CIRCUMSTANCES SHALL PERSONNEL DISCHARGE UNTREATED WASTE WATER TO THE GROUND SURFACE, STORM SEWER OR ANY SURFACE WATER BODY B. CONCRETE WASTE 1. AVOID MIXING EXCESSIVE AMOUNTS OF CONCRETE ONSITE 2. UNDER NO CIRCUMSTANCES, WASHOUT CONCRETE TRUCKS OR OTHER CONCRETE CONTAINERS INTO STORM DRAINS, DITCHES, STREETS OR ANY SURFACE WATER BODY 3. THE CONTRACTOR MUST CONSTRUCT A PIT OR BERMED AREA AND INCLUDE AN ADEQUATE SIGN THAT DESIGNATES THE AREA FOR CONCRETE WASHOUT, REFER TO THE CONSTRUCTION PLAN FOR DESIGNATED AREAS AND DETAIL ON THE ESCP FOR CONSTRUCTION 4. ALLOW CONCRETE WASHOUT TO SETTLE AND SOLIDIFY BEFORE COLLECTING AND DISPOSING AS SOLID WASTE 5. FOR ANY PURPOSE THAT REQUIRES RINSING OR WASHING WET CONCRETE, THE RINSE WATER MUST BE DIRECTED TO A CONTAINMENT AREA C. SOLID WASTE MANAGEMENT 1. ONSITE WASTE BINS ARE REQUIRED IN SUFFICIENT QUANTITY TO ENSURE A CLEAN AND ORDERLY CONSTRUCTION SITE 2. DURING PERIODS OF EXCESSIVE RAIN OR IMPENDING STORM EVENTS, TRASH BINS ARE TO BE COVERED 3. RETAIN THE SERVICES OF A LICENSED TRASH HAULER TO REMOVE TRASH, UNDER NO CIRCUMSTANCES DISCARD WASTE ONSITE E. MATERIALS AND WASTES (CONTINUED) 4. ONLY DISCARD EMPTY PRODUCT CONTAINERS IN COVERED WASTE BINS 5. SEGREGATE TO ANY EXTENT POSSIBLE WASTE MATERIALS AND PROVIDE FOR RECYCLING OF WASTE 6. INFORM ALL EMPLOYEES OF FEDERAL, STATE AND LOCAL SOLID WASTE REQUIREMENTS AND NUISANCE ORDINANCES 7. TRAIN ALL EMPLOYEES REGARDING PROPER CONSTRUCTION SITE SOLID WASTE DISPOSAL PRACTICES 3. NON -STORM WATER DISCHARGES 1. DEWATERING OPERATIONS REQUIRE DIRECTING PUMP DISCHARGE TO A SEDIMENT TRAP AND ENERGY DISSIPATING DEVICE PRIOR TO ENTERING THE STORM SEWER OR SURFACE WATER BODY 2. DIRECT RESIDUE FROM SAW CUTTING PAVEMENT OR CONCRETE TO A TEMPORARY BASIN AND ALLOW RESIDUE TO SETTLE AND DRY BEFORE REMOVING AND TREATING AS SOLID WASTE 3. COLLECT RUNOFF FROM STEAM CLEANING OPERATIONS AND DO NOT DISCHARGE TO STORM SEWER OR ANY SURFACE WATER BODY 4. WATER LINE FLUSHING WATER SHOULD NOT ENTER THE STORM SEWER OR ANY SURFACE WATER BODY, COLLECT FLUSH WATER IN TANK TRUCK OR DISCHARGE TO SANITARY SEWER GIVEN APPROPRIATE PERMISSION FROM THE SANITARY UTILITY 4. POST CONSTRUCTION POLLUTION SOURCES AND CONTROL MEASURES 1. GRASSED AREAS SERVE AS NATURAL FILTERS FOR REMOVING SEDIMENT FROM STORM WATER PRIOR TO ENTERING THE STORM SEWER SYSTEM 2. BIANNUAL LAWN CHEMICAL APPLICATION REDUCES THE RISK OF CONTAMINATING SURFACE AND GROUND WATER BY REDUCING THE AMOUNT OF PRODUCT APPLIED YEARLY 3. ONGOING TRASH COLLECTION SERVICE OF COVERED RECEPTACLES WILL PREVENT EXCESS WASTE FROM ACCUMULATING AND POTENTIALLY ENTERING WATER RESOURCES 4. MINIMIZING IMPERVIOUS AREAS INCREASES SOIL AND CONTAMINANT CONTACT AND ENCOURAGES NATURAL DEGRADATION PROCESSES. 5. STABILIZED STORM WATER OUTFALLS SERVE TO REDUCE DISCHARGE VELOCITY AND REDUCE DOWN STREAM EROSION 6. A STORM WATER QUALITY TREATMENT UNIT IS PROPOSED TO MEET THE CITY OF INDIANAPOLIS STORM WATER QUALITY TREATMENT REQUIREMENTS. F. SPILL PREVENTION AND CONTROL 1. CLEAN -UP MATERIALS FOR SPILLS ARE REQUIRED ONSITE AND IN CLOSE PROXIMITY TO POTENTIAL SPILL AREAS 2. PROVIDE SECONDARY CONTAINMENT FOR ALL HAZARDOUS MATERIALS INCLUDING EQUIPMENT FUELING TANKS 3. UPON NOTIFICATION OF A SPILL, IMMEDIATELY COVER UP STORM WATER INLETS AND PROPERLY CLEAN UP AND DISPOSE OF SPILLED MATERIALS IN AN APPROPRIATE MANNER 4. UNDER NO CIRCUMSTANCES ARE SPILLED MATERIALS TO BE RINSED DOWN WITH WATER OR BURIED 5. IN THE EVENT OF A SPILL, CONTACT THE LOCAL HAZARDOUS MATERIALS CENTER AND INFORM THEM OF THE INCIDENT 6. IN THE EVENT OF A COMBUSTIBLE OR CAUSTIC MATERIAL SPILL OR LIFE THREATENING EMERGENCY DIAL 911 7. INFORM ALL EMPLOYEES REGARDING SPILL PREVENTION AND PROPER CLEAN UP PROCEDURES SWPPP SAMPLE SITE EVALUATION FORM PAGE 1 G. EROSION CONTROL INFORMATION INDEX 1A CONSTRUCTION PLAN INDEX (THIS SHEET) 6A 10 YEAR PEAK DISCHARGE (THIS SHEET) 1B PROJECT NARRATIVE AND DESCRIPTION (THIS SHEET) 6B STORM SEWER LOCATION AND DIMENSIONS (GRADE PLAN) 1C LEGAL DESCRIPTION (SURVEY) 6C POTENTIAL GROUND CONTAMINATION POINTS (ESCP) 1D SOIL PROPERTIES AND CHARACTERISTICS (ESCP) 6D STORM WATER SITE EXIT POINTS (ESCP) 1E GENERAL CONSTRUCTION SEQUENCE (THIS SHEET) 6E NAMES OF RECEIVING WATER BODIES (THIS SHEET) 1F HYDROLOGIC UNIT CODE (THIS SHEET) 6F LOCATION OF PERMANENT DETENTION AREAS (ESCP) 1 G REDUCED SIZE PROJECT SITE MAP (SUPP. INFO.) 7A STORM WATER QUALITY MEASURE LOCATION AND (ESCP) 1 H LIST OF ADDITIONAL WATER QUALITY PERMITS (THIS SHEET) 7B TEMPORARY STABILIZATION MEASURES AND SEQUENCE (ESCP) 2A VICINITY MAP (ESCP) 7C PERMANENT STABILIZATION MEASURES AND SEQUENCE (ESCP) 3A LOCATION OF WETLANDS, LAKES, (SURVEY) 7D TEMPORARY AND PERMANENT STABILIZATION PRACTICE SPECIFICATIONS (SITE DETAILS) 3B. LOCATION OF EXISTING STRUCTURES (NONE) 12. Are diversion swales and /or waterbars installed to plan & protected? 7E CONSTRUCTION AND EROSION MEASURE SEQUENCE (THIS SHEET) 3C 100 YEAR FLOODPLAIN AND FLOODWAY (GRADING PLAN) 14. Is inlet protection installed properly on all functioning inlets & being maintained? 7F SELF - MONITORING PROGRAM DESCRIPTION (THIS SHEET) 3D SOILS MAP AND SOIL CHARACTERISTICS (ESCP) 16. Have swales and ditches been stabilized or protected? 7G POTENTIAL POLLUTANT DESCRIPTIONS (THIS SHEET) 3E VEGETATIVE COVER DELINEATION (ESCP) 18. Has temporary stabilization of disturbed ground been addressed? (dormant for 15 days?) 7H MATERIALS HANDLING, STORAGE, AND SPILL PROCEDURES 3F ADJACENT PROPERTY LAND USES (ESCP) (THIS SHEET) 3G EXISTING TOPOGRAPHY CONTOUR MAP (ESCP) 8A PROPOSED LAND USE POTENTIAL STORM WATER POLLUTION SOURCES (THIS SHEET) 4A PROPOSED IMPROVEMENTS, ROADS, UTILITIES, ETC. (ESCP) 23. Is a designated equipment washout area established, clearly marked and 8B POST CONSTRUCTION STORM WATER QUALITY MEASURES (THIS 4B PROPOSED 100 YEAR FLOODPLAIN AND FLOODWAY SHEET) (GRADING PLAN) 8C POST CONSTRUCTION STORM WATER QUALITY MEASURE 4C PROPOSED TOPOGRAPHIC CONTOUR MAP (ESCP) DESCRIPTION (THIS SHEET) 5A PROPOSED LAND DISTURBING ACTIVITY LIMITS (ESCP) 8E POLLUTANT MINIMIZING STORM WATER QUALITY MEASURES (THIS SHEET) 5B SOIL STOCKPILE AREAS SEE NOTE (NONE) 8F RIPARIAN HABITAT IMPACT MINIMIZING MEASURES (THIS SHEET) 5C OFFSITE SOIL STOCKPILES OR BORROW AREAS (NONE) 8G POST CONSTRUCTION MAINTENANCE DESCRIPTION (THIS 5D EXISTING AND PROPOSED CONTOUR MAP (GRADE PLAN) SHEET) Date: Project: Inspected by: Type of Inspection: ❑ Scheduled Weekly ❑ Rain Event CONSTRUCTION SITE INSPECTION AND MAINTENANCE LOG (To be Completed by Property Owner or Agent) All stormwater pollution prevention BMPs shall be inspected and maintained as needed to ensure continued performance of their intended function during construction and shall continue until the entire site has been stabilized and a Notice of Termination has been issued. An inspection of the project site must be completed by the end of the next business day following each measurable storm event. If there are no measurable storm events within a given week, the site should be monitored at least once in that week. Maintenance and repair shall be conducted in accordance with the accepted site plans. Yoe. I ti" I Idle I PAGE 2 Date: Project: Inspected by: Type of Inspection: ❑ Scheduled Weekly ❑ Rain Event A I TN E S S m 1. Is the site information posted at the entrance? X40 Certified By: m 30 3 p 2. Are all necessary permits attained and special provisions being implemented? m m m Z 3. Is a construction entrance installed and functioning properly? 4. Are construction staging & parking areas restricted to areas designated on the plans? 5. Are public and private streets clean of sediment, debris and mud? IL 0 6. Are appropriate practices installed where stormwater leaves the site? Z 0 F- o.. 7. Are all discharge points outfalls free of erosion or sediment transport? U 8. Has all silt fence been installed properly and being maintained? (entrenched - upright - fabric not tarn - terminated to higher ground - properly . ined at ends W > 0 V) W t� 9. Are sediment basins & traps installed according to plan & pipe or rock spillways functional? 10. Are other sediment control barriers in place and functioning ro erl ? 11. Is the earthwork for erosion control practices properly graded, seeded and /or mulched? 12. Are diversion swales and /or waterbars installed to plan & protected? E, 13. Do perimeter practices have adequate capacity & do they need to be cleaned out? 14. Is inlet protection installed properly on all functioning inlets & being maintained? 15. Is catch basin insert protection installed where required & being maintained? 16. Have swales and ditches been stabilized or protected? 17. Are stormwater outlets adequately stabilized? 18. Has temporary stabilization of disturbed ground been addressed? (dormant for 15 days?) 19. Is permanent stabilization of disturbed ground progressing on all completed areas? 20. Has hard or soft armoring been installed where natural vegetation will erode? 21. Do water pumping operations have a protected outlet and discharge clear water? 22. Are all dewatering structures function in ro erl 23. Is a designated equipment washout area established, clearly marked and PAGE 2 Date: Project: Inspected by: Type of Inspection: ❑ Scheduled Weekly ❑ Rain Event If you answered "no" to any of the above questions, describe any corrective action which must be taken to remedy the problem and when the corrective actions are to be completed. CONSULTING ENGI1' EE.RS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317- 334 -1500 Fax: 317- 334 -1552 A I TN E S S m betg. utilized? X40 Certified By: m 30 3 p 24. Is solid waste properly contained & a stable access provided to the storage & pickup area? m m m Z 25. Are fuel tanks and other hazardous materials safely stored and protected? 26. Is spill response equipment on -site and easily accessible? 27. Are temporary soil stockpiles in approved areas & properly protected? If you answered "no" to any of the above questions, describe any corrective action which must be taken to remedy the problem and when the corrective actions are to be completed. CONSULTING ENGI1' EE.RS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317- 334 -1500 Fax: 317- 334 -1552 •" Z U p A I TN E S S m �V �5 God Go X40 Certified By: m 30 3 p 0 m m m Z IL 0 � Z 0 V� Z 0 F- o.. U W > 0 V) W t� E, a •" Z U p C" '_ ^ °o N m o I N CO o m m C .0) - to m 30 3 p m m m Z IL 0 0 U f� P.0. Title: Q U O J m Q d Z 0 In= Cl) W �.i SWPPP Sheet No.: M J W a V 4J 3- 0 1 06th STREET :...... • U U .,,... ....... ..................... • ... . ............ ... .... inv 892.74 = cam... ',/ inv = 892.27 for 89 1 wLconc- le w /conc. e.s. Inv(w)= ,893.16 / - _ -897 - - - _ - 898 - 12 rcp wV . /-- - 8 9 5 89 6 o - -_ 6= - - - - - I t e� t e l e --- �g �- �� ----�� - -t e- f to - -895.11 -- - // - - - - - - - - - vv _-- �-g�tr - Wtr Wtr Q / - - - - o _ I nv(w�= 8.06 8g� W t r -894- inv e)=891.(96 .. .. '� 1 -- - jo L \ 40' GAP IN _ i�16N- ACCESS - 1 ` SEMENT ` -- - / / I ON -ACC �` � �- 2' N EASEMEN� 96 / 2' NON ACCESS curb Inlet / or = 92.08 EASEMENT f 8- . ....... / inv 888.48 \ / / 5 15' GREE BELT 9 S. S., D. U.E. � / r no terminus f 12 1 2' NON- ACCESS found EASEMENT VARIABLE WIDTH S.B.L., I I I I 894 / / I E. D. & U.E. & curb Inlet COMMON AREA for = 892.10 1 11 I ° 11 inv = 888.35 ° \ \ r-- I STR 1 / � . ST -109 � 0 / I \ III •I III I I I I I 1j 1 I 1 I I I 11 I I I I I 43760 S FT ( Q \ °� O LU draina e m anhole ° 1.0 ACRES for 893.97 O 01 ° I I I I I I "I I I I I I ° I inv 88 7.85 � MIN. FFE- 894.90 'n W hI // S.S. � curb inlet Ld T tr 892.80 inv 887.90 I.II �I�I I 00 / l 1 STR. ST 206 0 I (Ill STR. ST -108 00050 T I I / � 11 STR. ST -107 \ � sanitary manhole ° z\ G) for = 893.87 \ � / / �- III I I I / I � / inv = 885.87 \ \ 7 / / STR. ST-1 15 _ 0=111 III Z I rit / AC(PP\ , < o , Ss I I g40 -0 Q °. I I I I I I I • i a� � � �- I11 � 4 I < LLI I II I I� � II I 1 � 3 ---892-- \ I I I I ag / -, _ L �� , /II c I I I II II I II II III III I I I I 08� I ��0 -6 -Fly -U RE RETAIL ..� 11) I I I I 1 11 11 II I I FF = 894 / 111 1 I li I 1 .90 I CD rN CA �00 10 i I I i I i I - _6 - - -- / � � � 7,550 GSF± � I curb inlet V\C5 � V. � . 10I t� � aag s 6 � v 887.6 $ 3 \ STR. ST-120 I � ST.- � ST- s si I o0� R �: ST -106 i CII I STR. ST-20,5, 1 In�llll�,,.l i I _ °�° STR. ST -105 Sr ST r 11K� cl \1 � S \ WESTON PARK ARM OF \ PARK NORTHWESTERN ` REGULATED DRAIN ►� III III I I 00 I I I w � �► / 1 g2 � 1 1 I 13 I I1 1 III \ I I I I I I II 1 12 / I I 1 1 I oo c.o. 14 I 14 I l i I i -� I I I I I I \ � / I I 0( M I I I I \ .o. STR. ST -126 c.o. s--� s s - s - -- (11 �I ICI I I IIIII111�IIIII111111111 I l ° I I I f I 11111,1- 51111111 -L -L -L 1111 IIII I I f I I --8 I I I I I I I I 13 /� I I I( I IIII � � c.o �, s I I ( I c.o. 1 nhole 1--,' 1-1 Z' 14 lsanjitar� / C.O. s \ m 893.92 \ S! s = 8 inlet \ \ for = 891.19 � \ $ � / � J �\ \ inv = 1386.79 � cp- _900 =� c� curb � ��<�e �� tor= 891.84 SIX / II�I�� III \inv = 886.27 / nv(W)= 886.27 o 8 -sos � 000 ST T ST � � � \ � �\ \ � � STR. ST -125 \ � \ \ _ / \ _ N PRA / � STR. ST -104 for = 8 91 �000 $ < � inv = 887.32 / / o I 9 " g3� 1� � � II III �� / STR. ST -204 � I TNES 0 .I ` 5G + \ Q i o �-= � /��j/ `� 92 p /r..,�, _ o - ..892.93 T- + -4 1 1 � (o \ � I \ S \ - T � I I� I \II \\ \�� - / / /// / II .I -- -891 inlet I 1° II I / III �, ��� �__� /// I � 9 1 I I I I I \ // / / I o� \ - o for = 892.15 ` I I I \8 � �� � \ _ I I \ 9 / / inv 885.22 \ I I 1 1 \ S� -- � j G G - G G G G G G- G G G- G- G G G Inv(ne)- 887.45 STR. ST -103 c � I I I I 1 1 -8 / S ST ST I I I I I 90__ / 15 I I° 11 II I II I° II I 5 8 S ° 8 00 c.. s � I I I II _j 1 S �_ I / \ 32' S.B.L., \ I /E. D. & U. E. c° �Q -o ` I I I I I T� IT C) 1 I I 1 11 1 / S I STR. ST 203 / �z� ss_� S 15 I SS-_-, Ss'-I 5 12 SS__, S 5 rc P I I I I Q N -sanitary = 893 manhole I ° I \ I �� �/ Ca t� 30 I � � � 10 doraina eg manhole inv(w)= 878.50 1 I I ° I I � \ / � - 891.36 - ° inv - 884.63 Inv(se)- 878.45 s2_1 v� w w w w w w j w w w r w w I ' / / san tar m nhole 1 , r7 20' D. & U.E { I I I s 0 Lor - 8 pvc = I ( I 1 I inv(n)- 882.80(dro - � STR. ST -202, 89 inv(e)= 880.20 I I � - � I m � !(n 891 \ � 8 I sanitary rnanhc In e ma o J tor = 894. STR. ST -102 \ 8 1.2 \ -�'+ inv(sw)= 873.. I \ \ (9, \ I , °��'� / I nv(sw) - 880. 8 - - - - - - - - - - - - �1° inv nw =873. I 8 Q I� �) inv(nw) =884. I STR. ST -201A ) ( ) 890 \ inv (s)=873., =873.: \ I 1 \ co STR. ST -201 889 - - - -- - - - - -889 Inv(ne) =873. PARK NORTHWESTERN - - - - _ - - p� - - - 115 f w - RF_GULASED nRalN- -888 �" � _ ` II \- �� \\ `� �` ------ - - - - -- - -- - -- 887- - -- - - -- t - STR. ST101A - -- - �� STR. ST-200 - - -- - - - - -- - STR. ST-101 - - - - -- 885 ` f ( - - _____ 15 S.B.L., D. & U.E. � \ 1 I 8 8 3 `15' S . B . L. , D. & U . E. _ _ _ - - - - - - - - - - - - - - - - ° ° r O \ 1 O O O O ° - -_ _ - - - _.-O - _O - _-- _ - - -_ {- - 1 O - O ° = - - - - -- - O O O oI 1� °6 - _ - _ __ - - EXISTI G 40GULATED DRAIN ° ° o inv 883.82 STR. ST -100 _ w /conc. e.s. \ � \ \ \ SITE UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES PRIOR TO BID AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. ALL FEES AND INSPECTIONS SHALL BE INCLUDED IN THE BID. 2. CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWER CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. SEE PLUMBING PLANS FOR LOCATIONS OF UTILITY CONNECTIONS AT BUILDING. 4. PATCH PAVING DUE TO UTILITY CUTS TO MATCH EXISTING, SEE DETAIL 1/C2.2. 5. CONTRACTOR SHALL INSTALL ALL SLEEVES /CONDUITS AS REQUIRED BY THE UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY COMPANIES. 6. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE SHALL BE INSTALLED ABOVE THE SEWER WHEREVER POSSIBLE. COMPRESSION -TYPE JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES 7. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 8. WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5' -011 . 9. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES, TRANSFORMER PADS OR POLES, ETC. 10. PVC AND HDPE PIPE TO BE INSTALLED AT LOCATIONS INDICATED AND SHALL NOT BE SUBSTITUTED FOR RCP PIPE. 11. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY REGISTERED PROFESSIONAL ENGINEER. 12. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM. :% {: � tiv: 'r:•'r:•:: ':::::tiff ::;: a :; •::� tir'r:w:: r.Y: J::•::::.::tiw:•:.:•. • r.w: Y: •:: r. 'r.... r. r:.: ti rf. .f l.'ll:• ffJ�l. Tti f fflf: '. frlf.• }rig �_;,� -��.� �_; � "` =�� �X� ,.- Y•�-�< •��- CONSULTING ENGINEERS TerHord, Lamson &Fisk,ine. 8675 PURDUE ROAD Indianapolis, IN 46266 Phone: 317-334-1 500 Fax: 317- 334 -1552 O Certified By: v ( Z � O O - LI U jr V) W 0 KEYNOTES O8" HOT TAP, TEE &VALVE -SEE DETAIL 8/C6.3 O8" C900 PVC WATER LINE .. ,. M m O3 POST- INDICATOR VALVE Z o m� o � Z U m Z 4O 6" INCOMING FIRS LINE -SEE FIRE PROTECTION PLAN FOR CONTINUATION m o m N v� o '(n v m 5O 3" GATE VALVE AND BOX oL. D D D U 6 3" INCOMING DOMESTIC WATER LINE -SEE PLUMBING PLAN FOR CONTINUATION. 7 GAS METER AND INCOMING GAS LINE BY GAS COMPANY. ROUTING SHOWN IS FOR INFORMATION PURPOSES ONLY. o SEE MECHANICAL PLANS FOR LOAD INFORMATION AND CONTINUATION. ° OCLEANOUT -SEE DETAIL 7/C6.2 0 OWATER SERVICE FOR RETAIL, SIZE TO BE DETERMINED 10 FIRE HYDRANT AND VALVE -SEE DETAIL 10/C6.3 11 INCOMING ELECTRIC SERVICE AND TRANSFORMER BY IPL, ROUTING SHOWN FOR INFORMATION ONLY 12 SANITARY CLEANOUT -SEE DETAIL 5/C6.2 13 SANITARY CLEANOUT -SEE DETAIL 6/C6.2 � 6" SANITARY SDR -35 PVC @ 1.0% SLOPE O 14 15 6" SANITARY SDR -35 PVC @ 1.2% SLOPE 16 RELOCATE EXISTING FIRE HYDRANT CAUTIONH. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 WITHIN INDIANA 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Title: Sheet No.: ■ �00 10 i I I i I i I - _6 - - -- / � � � 7,550 GSF± � I curb inlet V\C5 � V. � . 10I t� � aag s 6 � v 887.6 $ 3 \ STR. ST-120 I � ST.- � ST- s si I o0� R �: ST -106 i CII I STR. ST-20,5, 1 In�llll�,,.l i I _ °�° STR. ST -105 Sr ST r 11K� cl \1 � S \ WESTON PARK ARM OF \ PARK NORTHWESTERN ` REGULATED DRAIN ►� III III I I 00 I I I w � �► / 1 g2 � 1 1 I 13 I I1 1 III \ I I I I I I II 1 12 / I I 1 1 I oo c.o. 14 I 14 I l i I i -� I I I I I I \ � / I I 0( M I I I I \ .o. STR. ST -126 c.o. s--� s s - s - -- (11 �I ICI I I IIIII111�IIIII111111111 I l ° I I I f I 11111,1- 51111111 -L -L -L 1111 IIII I I f I I --8 I I I I I I I I 13 /� I I I( I IIII � � c.o �, s I I ( I c.o. 1 nhole 1--,' 1-1 Z' 14 lsanjitar� / C.O. s \ m 893.92 \ S! s = 8 inlet \ \ for = 891.19 � \ $ � / � J �\ \ inv = 1386.79 � cp- _900 =� c� curb � ��<�e �� tor= 891.84 SIX / II�I�� III \inv = 886.27 / nv(W)= 886.27 o 8 -sos � 000 ST T ST � � � \ � �\ \ � � STR. ST -125 \ � \ \ _ / \ _ N PRA / � STR. ST -104 for = 8 91 �000 $ < � inv = 887.32 / / o I 9 " g3� 1� � � II III �� / STR. ST -204 � I TNES 0 .I ` 5G + \ Q i o �-= � /��j/ `� 92 p /r..,�, _ o - ..892.93 T- + -4 1 1 � (o \ � I \ S \ - T � I I� I \II \\ \�� - / / /// / II .I -- -891 inlet I 1° II I / III �, ��� �__� /// I � 9 1 I I I I I \ // / / I o� \ - o for = 892.15 ` I I I \8 � �� � \ _ I I \ 9 / / inv 885.22 \ I I 1 1 \ S� -- � j G G - G G G G G G- G G G- G- G G G Inv(ne)- 887.45 STR. ST -103 c � I I I I 1 1 -8 / S ST ST I I I I I 90__ / 15 I I° 11 II I II I° II I 5 8 S ° 8 00 c.. s � I I I II _j 1 S �_ I / \ 32' S.B.L., \ I /E. D. & U. E. c° �Q -o ` I I I I I T� IT C) 1 I I 1 11 1 / S I STR. ST 203 / �z� ss_� S 15 I SS-_-, Ss'-I 5 12 SS__, S 5 rc P I I I I Q N -sanitary = 893 manhole I ° I \ I �� �/ Ca t� 30 I � � � 10 doraina eg manhole inv(w)= 878.50 1 I I ° I I � \ / � - 891.36 - ° inv - 884.63 Inv(se)- 878.45 s2_1 v� w w w w w w j w w w r w w I ' / / san tar m nhole 1 , r7 20' D. & U.E { I I I s 0 Lor - 8 pvc = I ( I 1 I inv(n)- 882.80(dro - � STR. ST -202, 89 inv(e)= 880.20 I I � - � I m � !(n 891 \ � 8 I sanitary rnanhc In e ma o J tor = 894. STR. ST -102 \ 8 1.2 \ -�'+ inv(sw)= 873.. I \ \ (9, \ I , °��'� / I nv(sw) - 880. 8 - - - - - - - - - - - - �1° inv nw =873. I 8 Q I� �) inv(nw) =884. I STR. ST -201A ) ( ) 890 \ inv (s)=873., =873.: \ I 1 \ co STR. ST -201 889 - - - -- - - - - -889 Inv(ne) =873. PARK NORTHWESTERN - - - - _ - - p� - - - 115 f w - RF_GULASED nRalN- -888 �" � _ ` II \- �� \\ `� �` ------ - - - - -- - -- - -- 887- - -- - - -- t - STR. ST101A - -- - �� STR. ST-200 - - -- - - - - -- - STR. ST-101 - - - - -- 885 ` f ( - - _____ 15 S.B.L., D. & U.E. � \ 1 I 8 8 3 `15' S . B . L. , D. & U . E. _ _ _ - - - - - - - - - - - - - - - - ° ° r O \ 1 O O O O ° - -_ _ - - - _.-O - _O - _-- _ - - -_ {- - 1 O - O ° = - - - - -- - O O O oI 1� °6 - _ - _ __ - - EXISTI G 40GULATED DRAIN ° ° o inv 883.82 STR. ST -100 _ w /conc. e.s. \ � \ \ \ SITE UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES PRIOR TO BID AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. ALL FEES AND INSPECTIONS SHALL BE INCLUDED IN THE BID. 2. CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWER CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. SEE PLUMBING PLANS FOR LOCATIONS OF UTILITY CONNECTIONS AT BUILDING. 4. PATCH PAVING DUE TO UTILITY CUTS TO MATCH EXISTING, SEE DETAIL 1/C2.2. 5. CONTRACTOR SHALL INSTALL ALL SLEEVES /CONDUITS AS REQUIRED BY THE UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY COMPANIES. 6. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE SHALL BE INSTALLED ABOVE THE SEWER WHEREVER POSSIBLE. COMPRESSION -TYPE JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES 7. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 8. WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5' -011 . 9. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES, TRANSFORMER PADS OR POLES, ETC. 10. PVC AND HDPE PIPE TO BE INSTALLED AT LOCATIONS INDICATED AND SHALL NOT BE SUBSTITUTED FOR RCP PIPE. 11. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY REGISTERED PROFESSIONAL ENGINEER. 12. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM. :% {: � tiv: 'r:•'r:•:: ':::::tiff ::;: a :; •::� tir'r:w:: r.Y: J::•::::.::tiw:•:.:•. • r.w: Y: •:: r. 'r.... r. r:.: ti rf. .f l.'ll:• ffJ�l. Tti f fflf: '. frlf.• }rig �_;,� -��.� �_; � "` =�� �X� ,.- Y•�-�< •��- CONSULTING ENGINEERS TerHord, Lamson &Fisk,ine. 8675 PURDUE ROAD Indianapolis, IN 46266 Phone: 317-334-1 500 Fax: 317- 334 -1552 O Certified By: v ( Z � O O - LI U jr V) W 0 KEYNOTES O8" HOT TAP, TEE &VALVE -SEE DETAIL 8/C6.3 O8" C900 PVC WATER LINE .. ,. M m O3 POST- INDICATOR VALVE Z o m� o � Z U m Z 4O 6" INCOMING FIRS LINE -SEE FIRE PROTECTION PLAN FOR CONTINUATION m o m N v� o '(n v m 5O 3" GATE VALVE AND BOX oL. D D D U 6 3" INCOMING DOMESTIC WATER LINE -SEE PLUMBING PLAN FOR CONTINUATION. 7 GAS METER AND INCOMING GAS LINE BY GAS COMPANY. ROUTING SHOWN IS FOR INFORMATION PURPOSES ONLY. o SEE MECHANICAL PLANS FOR LOAD INFORMATION AND CONTINUATION. ° OCLEANOUT -SEE DETAIL 7/C6.2 0 OWATER SERVICE FOR RETAIL, SIZE TO BE DETERMINED 10 FIRE HYDRANT AND VALVE -SEE DETAIL 10/C6.3 11 INCOMING ELECTRIC SERVICE AND TRANSFORMER BY IPL, ROUTING SHOWN FOR INFORMATION ONLY 12 SANITARY CLEANOUT -SEE DETAIL 5/C6.2 13 SANITARY CLEANOUT -SEE DETAIL 6/C6.2 � 6" SANITARY SDR -35 PVC @ 1.0% SLOPE O 14 15 6" SANITARY SDR -35 PVC @ 1.2% SLOPE 16 RELOCATE EXISTING FIRE HYDRANT CAUTIONH. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 WITHIN INDIANA 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Title: Sheet No.: ■ \ WESTON PARK ARM OF \ PARK NORTHWESTERN ` REGULATED DRAIN ►� III III I I 00 I I I w � �► / 1 g2 � 1 1 I 13 I I1 1 III \ I I I I I I II 1 12 / I I 1 1 I oo c.o. 14 I 14 I l i I i -� I I I I I I \ � / I I 0( M I I I I \ .o. STR. ST -126 c.o. s--� s s - s - -- (11 �I ICI I I IIIII111�IIIII111111111 I l ° I I I f I 11111,1- 51111111 -L -L -L 1111 IIII I I f I I --8 I I I I I I I I 13 /� I I I( I IIII � � c.o �, s I I ( I c.o. 1 nhole 1--,' 1-1 Z' 14 lsanjitar� / C.O. s \ m 893.92 \ S! s = 8 inlet \ \ for = 891.19 � \ $ � / � J �\ \ inv = 1386.79 � cp- _900 =� c� curb � ��<�e �� tor= 891.84 SIX / II�I�� III \inv = 886.27 / nv(W)= 886.27 o 8 -sos � 000 ST T ST � � � \ � �\ \ � � STR. ST -125 \ � \ \ _ / \ _ N PRA / � STR. ST -104 for = 8 91 �000 $ < � inv = 887.32 / / o I 9 " g3� 1� � � II III �� / STR. ST -204 � I TNES 0 .I ` 5G + \ Q i o �-= � /��j/ `� 92 p /r..,�, _ o - ..892.93 T- + -4 1 1 � (o \ � I \ S \ - T � I I� I \II \\ \�� - / / /// / II .I -- -891 inlet I 1° II I / III �, ��� �__� /// I � 9 1 I I I I I \ // / / I o� \ - o for = 892.15 ` I I I \8 � �� � \ _ I I \ 9 / / inv 885.22 \ I I 1 1 \ S� -- � j G G - G G G G G G- G G G- G- G G G Inv(ne)- 887.45 STR. ST -103 c � I I I I 1 1 -8 / S ST ST I I I I I 90__ / 15 I I° 11 II I II I° II I 5 8 S ° 8 00 c.. s � I I I II _j 1 S �_ I / \ 32' S.B.L., \ I /E. D. & U. E. c° �Q -o ` I I I I I T� IT C) 1 I I 1 11 1 / S I STR. ST 203 / �z� ss_� S 15 I SS-_-, Ss'-I 5 12 SS__, S 5 rc P I I I I Q N -sanitary = 893 manhole I ° I \ I �� �/ Ca t� 30 I � � � 10 doraina eg manhole inv(w)= 878.50 1 I I ° I I � \ / � - 891.36 - ° inv - 884.63 Inv(se)- 878.45 s2_1 v� w w w w w w j w w w r w w I ' / / san tar m nhole 1 , r7 20' D. & U.E { I I I s 0 Lor - 8 pvc = I ( I 1 I inv(n)- 882.80(dro - � STR. ST -202, 89 inv(e)= 880.20 I I � - � I m � !(n 891 \ � 8 I sanitary rnanhc In e ma o J tor = 894. STR. ST -102 \ 8 1.2 \ -�'+ inv(sw)= 873.. I \ \ (9, \ I , °��'� / I nv(sw) - 880. 8 - - - - - - - - - - - - �1° inv nw =873. I 8 Q I� �) inv(nw) =884. I STR. ST -201A ) ( ) 890 \ inv (s)=873., =873.: \ I 1 \ co STR. ST -201 889 - - - -- - - - - -889 Inv(ne) =873. PARK NORTHWESTERN - - - - _ - - p� - - - 115 f w - RF_GULASED nRalN- -888 �" � _ ` II \- �� \\ `� �` ------ - - - - -- - -- - -- 887- - -- - - -- t - STR. ST101A - -- - �� STR. ST-200 - - -- - - - - -- - STR. ST-101 - - - - -- 885 ` f ( - - _____ 15 S.B.L., D. & U.E. � \ 1 I 8 8 3 `15' S . B . L. , D. & U . E. _ _ _ - - - - - - - - - - - - - - - - ° ° r O \ 1 O O O O ° - -_ _ - - - _.-O - _O - _-- _ - - -_ {- - 1 O - O ° = - - - - -- - O O O oI 1� °6 - _ - _ __ - - EXISTI G 40GULATED DRAIN ° ° o inv 883.82 STR. ST -100 _ w /conc. e.s. \ � \ \ \ SITE UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES PRIOR TO BID AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. ALL FEES AND INSPECTIONS SHALL BE INCLUDED IN THE BID. 2. CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWER CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. SEE PLUMBING PLANS FOR LOCATIONS OF UTILITY CONNECTIONS AT BUILDING. 4. PATCH PAVING DUE TO UTILITY CUTS TO MATCH EXISTING, SEE DETAIL 1/C2.2. 5. CONTRACTOR SHALL INSTALL ALL SLEEVES /CONDUITS AS REQUIRED BY THE UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY COMPANIES. 6. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE SHALL BE INSTALLED ABOVE THE SEWER WHEREVER POSSIBLE. COMPRESSION -TYPE JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES 7. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 8. WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5' -011 . 9. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES, TRANSFORMER PADS OR POLES, ETC. 10. PVC AND HDPE PIPE TO BE INSTALLED AT LOCATIONS INDICATED AND SHALL NOT BE SUBSTITUTED FOR RCP PIPE. 11. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY REGISTERED PROFESSIONAL ENGINEER. 12. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM. :% {: � tiv: 'r:•'r:•:: ':::::tiff ::;: a :; •::� tir'r:w:: r.Y: J::•::::.::tiw:•:.:•. • r.w: Y: •:: r. 'r.... r. r:.: ti rf. .f l.'ll:• ffJ�l. Tti f fflf: '. frlf.• }rig �_;,� -��.� �_; � "` =�� �X� ,.- Y•�-�< •��- CONSULTING ENGINEERS TerHord, Lamson &Fisk,ine. 8675 PURDUE ROAD Indianapolis, IN 46266 Phone: 317-334-1 500 Fax: 317- 334 -1552 O Certified By: v ( Z � O O - LI U jr V) W 0 KEYNOTES O8" HOT TAP, TEE &VALVE -SEE DETAIL 8/C6.3 O8" C900 PVC WATER LINE .. ,. M m O3 POST- INDICATOR VALVE Z o m� o � Z U m Z 4O 6" INCOMING FIRS LINE -SEE FIRE PROTECTION PLAN FOR CONTINUATION m o m N v� o '(n v m 5O 3" GATE VALVE AND BOX oL. D D D U 6 3" INCOMING DOMESTIC WATER LINE -SEE PLUMBING PLAN FOR CONTINUATION. 7 GAS METER AND INCOMING GAS LINE BY GAS COMPANY. ROUTING SHOWN IS FOR INFORMATION PURPOSES ONLY. o SEE MECHANICAL PLANS FOR LOAD INFORMATION AND CONTINUATION. ° OCLEANOUT -SEE DETAIL 7/C6.2 0 OWATER SERVICE FOR RETAIL, SIZE TO BE DETERMINED 10 FIRE HYDRANT AND VALVE -SEE DETAIL 10/C6.3 11 INCOMING ELECTRIC SERVICE AND TRANSFORMER BY IPL, ROUTING SHOWN FOR INFORMATION ONLY 12 SANITARY CLEANOUT -SEE DETAIL 5/C6.2 13 SANITARY CLEANOUT -SEE DETAIL 6/C6.2 � 6" SANITARY SDR -35 PVC @ 1.0% SLOPE O 14 15 6" SANITARY SDR -35 PVC @ 1.2% SLOPE 16 RELOCATE EXISTING FIRE HYDRANT CAUTIONH. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 WITHIN INDIANA 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Title: Sheet No.: ■ inlet \ \ for = 891.19 � \ $ � / � J �\ \ inv = 1386.79 � cp- _900 =� c� curb � ��<�e �� tor= 891.84 SIX / II�I�� III \inv = 886.27 / nv(W)= 886.27 o 8 -sos � 000 ST T ST � � � \ � �\ \ � � STR. ST -125 \ � \ \ _ / \ _ N PRA / � STR. ST -104 for = 8 91 �000 $ < � inv = 887.32 / / o I 9 " g3� 1� � � II III �� / STR. ST -204 � I TNES 0 .I ` 5G + \ Q i o �-= � /��j/ `� 92 p /r..,�, _ o - ..892.93 T- + -4 1 1 � (o \ � I \ S \ - T � I I� I \II \\ \�� - / / /// / II .I -- -891 inlet I 1° II I / III �, ��� �__� /// I � 9 1 I I I I I \ // / / I o� \ - o for = 892.15 ` I I I \8 � �� � \ _ I I \ 9 / / inv 885.22 \ I I 1 1 \ S� -- � j G G - G G G G G G- G G G- G- G G G Inv(ne)- 887.45 STR. ST -103 c � I I I I 1 1 -8 / S ST ST I I I I I 90__ / 15 I I° 11 II I II I° II I 5 8 S ° 8 00 c.. s � I I I II _j 1 S �_ I / \ 32' S.B.L., \ I /E. D. & U. E. c° �Q -o ` I I I I I T� IT C) 1 I I 1 11 1 / S I STR. ST 203 / �z� ss_� S 15 I SS-_-, Ss'-I 5 12 SS__, S 5 rc P I I I I Q N -sanitary = 893 manhole I ° I \ I �� �/ Ca t� 30 I � � � 10 doraina eg manhole inv(w)= 878.50 1 I I ° I I � \ / � - 891.36 - ° inv - 884.63 Inv(se)- 878.45 s2_1 v� w w w w w w j w w w r w w I ' / / san tar m nhole 1 , r7 20' D. & U.E { I I I s 0 Lor - 8 pvc = I ( I 1 I inv(n)- 882.80(dro - � STR. ST -202, 89 inv(e)= 880.20 I I � - � I m � !(n 891 \ � 8 I sanitary rnanhc In e ma o J tor = 894. STR. ST -102 \ 8 1.2 \ -�'+ inv(sw)= 873.. I \ \ (9, \ I , °��'� / I nv(sw) - 880. 8 - - - - - - - - - - - - �1° inv nw =873. I 8 Q I� �) inv(nw) =884. I STR. ST -201A ) ( ) 890 \ inv (s)=873., =873.: \ I 1 \ co STR. ST -201 889 - - - -- - - - - -889 Inv(ne) =873. PARK NORTHWESTERN - - - - _ - - p� - - - 115 f w - RF_GULASED nRalN- -888 �" � _ ` II \- �� \\ `� �` ------ - - - - -- - -- - -- 887- - -- - - -- t - STR. ST101A - -- - �� STR. ST-200 - - -- - - - - -- - STR. ST-101 - - - - -- 885 ` f ( - - _____ 15 S.B.L., D. & U.E. � \ 1 I 8 8 3 `15' S . B . L. , D. & U . E. _ _ _ - - - - - - - - - - - - - - - - ° ° r O \ 1 O O O O ° - -_ _ - - - _.-O - _O - _-- _ - - -_ {- - 1 O - O ° = - - - - -- - O O O oI 1� °6 - _ - _ __ - - EXISTI G 40GULATED DRAIN ° ° o inv 883.82 STR. ST -100 _ w /conc. e.s. \ � \ \ \ SITE UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES PRIOR TO BID AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. ALL FEES AND INSPECTIONS SHALL BE INCLUDED IN THE BID. 2. CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWER CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. SEE PLUMBING PLANS FOR LOCATIONS OF UTILITY CONNECTIONS AT BUILDING. 4. PATCH PAVING DUE TO UTILITY CUTS TO MATCH EXISTING, SEE DETAIL 1/C2.2. 5. CONTRACTOR SHALL INSTALL ALL SLEEVES /CONDUITS AS REQUIRED BY THE UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY COMPANIES. 6. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE SHALL BE INSTALLED ABOVE THE SEWER WHEREVER POSSIBLE. COMPRESSION -TYPE JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES 7. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 8. WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5' -011 . 9. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES, TRANSFORMER PADS OR POLES, ETC. 10. PVC AND HDPE PIPE TO BE INSTALLED AT LOCATIONS INDICATED AND SHALL NOT BE SUBSTITUTED FOR RCP PIPE. 11. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY REGISTERED PROFESSIONAL ENGINEER. 12. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM. :% {: � tiv: 'r:•'r:•:: ':::::tiff ::;: a :; •::� tir'r:w:: r.Y: J::•::::.::tiw:•:.:•. • r.w: Y: •:: r. 'r.... r. r:.: ti rf. .f l.'ll:• ffJ�l. Tti f fflf: '. frlf.• }rig �_;,� -��.� �_; � "` =�� �X� ,.- Y•�-�< •��- CONSULTING ENGINEERS TerHord, Lamson &Fisk,ine. 8675 PURDUE ROAD Indianapolis, IN 46266 Phone: 317-334-1 500 Fax: 317- 334 -1552 O Certified By: v ( Z � O O - LI U jr V) W 0 KEYNOTES O8" HOT TAP, TEE &VALVE -SEE DETAIL 8/C6.3 O8" C900 PVC WATER LINE .. ,. M m O3 POST- INDICATOR VALVE Z o m� o � Z U m Z 4O 6" INCOMING FIRS LINE -SEE FIRE PROTECTION PLAN FOR CONTINUATION m o m N v� o '(n v m 5O 3" GATE VALVE AND BOX oL. D D D U 6 3" INCOMING DOMESTIC WATER LINE -SEE PLUMBING PLAN FOR CONTINUATION. 7 GAS METER AND INCOMING GAS LINE BY GAS COMPANY. ROUTING SHOWN IS FOR INFORMATION PURPOSES ONLY. o SEE MECHANICAL PLANS FOR LOAD INFORMATION AND CONTINUATION. ° OCLEANOUT -SEE DETAIL 7/C6.2 0 OWATER SERVICE FOR RETAIL, SIZE TO BE DETERMINED 10 FIRE HYDRANT AND VALVE -SEE DETAIL 10/C6.3 11 INCOMING ELECTRIC SERVICE AND TRANSFORMER BY IPL, ROUTING SHOWN FOR INFORMATION ONLY 12 SANITARY CLEANOUT -SEE DETAIL 5/C6.2 13 SANITARY CLEANOUT -SEE DETAIL 6/C6.2 � 6" SANITARY SDR -35 PVC @ 1.0% SLOPE O 14 15 6" SANITARY SDR -35 PVC @ 1.2% SLOPE 16 RELOCATE EXISTING FIRE HYDRANT CAUTIONH. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 WITHIN INDIANA 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Title: Sheet No.: ■ � (o \ � I \ S \ - T � I I� I \II \\ \�� - / / /// / II .I -- -891 inlet I 1° II I / III �, ��� �__� /// I � 9 1 I I I I I \ // / / I o� \ - o for = 892.15 ` I I I \8 � �� � \ _ I I \ 9 / / inv 885.22 \ I I 1 1 \ S� -- � j G G - G G G G G G- G G G- G- G G G Inv(ne)- 887.45 STR. ST -103 c � I I I I 1 1 -8 / S ST ST I I I I I 90__ / 15 I I° 11 II I II I° II I 5 8 S ° 8 00 c.. s � I I I II _j 1 S �_ I / \ 32' S.B.L., \ I /E. D. & U. E. c° �Q -o ` I I I I I T� IT C) 1 I I 1 11 1 / S I STR. ST 203 / �z� ss_� S 15 I SS-_-, Ss'-I 5 12 SS__, S 5 rc P I I I I Q N -sanitary = 893 manhole I ° I \ I �� �/ Ca t� 30 I � � � 10 doraina eg manhole inv(w)= 878.50 1 I I ° I I � \ / � - 891.36 - ° inv - 884.63 Inv(se)- 878.45 s2_1 v� w w w w w w j w w w r w w I ' / / san tar m nhole 1 , r7 20' D. & U.E { I I I s 0 Lor - 8 pvc = I ( I 1 I inv(n)- 882.80(dro - � STR. ST -202, 89 inv(e)= 880.20 I I � - � I m � !(n 891 \ � 8 I sanitary rnanhc In e ma o J tor = 894. STR. ST -102 \ 8 1.2 \ -�'+ inv(sw)= 873.. I \ \ (9, \ I , °��'� / I nv(sw) - 880. 8 - - - - - - - - - - - - �1° inv nw =873. I 8 Q I� �) inv(nw) =884. I STR. ST -201A ) ( ) 890 \ inv (s)=873., =873.: \ I 1 \ co STR. ST -201 889 - - - -- - - - - -889 Inv(ne) =873. PARK NORTHWESTERN - - - - _ - - p� - - - 115 f w - RF_GULASED nRalN- -888 �" � _ ` II \- �� \\ `� �` ------ - - - - -- - -- - -- 887- - -- - - -- t - STR. ST101A - -- - �� STR. ST-200 - - -- - - - - -- - STR. ST-101 - - - - -- 885 ` f ( - - _____ 15 S.B.L., D. & U.E. � \ 1 I 8 8 3 `15' S . B . L. , D. & U . E. _ _ _ - - - - - - - - - - - - - - - - ° ° r O \ 1 O O O O ° - -_ _ - - - _.-O - _O - _-- _ - - -_ {- - 1 O - O ° = - - - - -- - O O O oI 1� °6 - _ - _ __ - - EXISTI G 40GULATED DRAIN ° ° o inv 883.82 STR. ST -100 _ w /conc. e.s. \ � \ \ \ SITE UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES PRIOR TO BID AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. ALL FEES AND INSPECTIONS SHALL BE INCLUDED IN THE BID. 2. CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWER CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. SEE PLUMBING PLANS FOR LOCATIONS OF UTILITY CONNECTIONS AT BUILDING. 4. PATCH PAVING DUE TO UTILITY CUTS TO MATCH EXISTING, SEE DETAIL 1/C2.2. 5. CONTRACTOR SHALL INSTALL ALL SLEEVES /CONDUITS AS REQUIRED BY THE UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY COMPANIES. 6. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE SHALL BE INSTALLED ABOVE THE SEWER WHEREVER POSSIBLE. COMPRESSION -TYPE JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES 7. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 8. WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5' -011 . 9. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES, TRANSFORMER PADS OR POLES, ETC. 10. PVC AND HDPE PIPE TO BE INSTALLED AT LOCATIONS INDICATED AND SHALL NOT BE SUBSTITUTED FOR RCP PIPE. 11. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY REGISTERED PROFESSIONAL ENGINEER. 12. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM. :% {: � tiv: 'r:•'r:•:: ':::::tiff ::;: a :; •::� tir'r:w:: r.Y: J::•::::.::tiw:•:.:•. • r.w: Y: •:: r. 'r.... r. r:.: ti rf. .f l.'ll:• ffJ�l. Tti f fflf: '. frlf.• }rig �_;,� -��.� �_; � "` =�� �X� ,.- Y•�-�< •��- CONSULTING ENGINEERS TerHord, Lamson &Fisk,ine. 8675 PURDUE ROAD Indianapolis, IN 46266 Phone: 317-334-1 500 Fax: 317- 334 -1552 O Certified By: v ( Z � O O - LI U jr V) W 0 KEYNOTES O8" HOT TAP, TEE &VALVE -SEE DETAIL 8/C6.3 O8" C900 PVC WATER LINE .. ,. M m O3 POST- INDICATOR VALVE Z o m� o � Z U m Z 4O 6" INCOMING FIRS LINE -SEE FIRE PROTECTION PLAN FOR CONTINUATION m o m N v� o '(n v m 5O 3" GATE VALVE AND BOX oL. D D D U 6 3" INCOMING DOMESTIC WATER LINE -SEE PLUMBING PLAN FOR CONTINUATION. 7 GAS METER AND INCOMING GAS LINE BY GAS COMPANY. ROUTING SHOWN IS FOR INFORMATION PURPOSES ONLY. o SEE MECHANICAL PLANS FOR LOAD INFORMATION AND CONTINUATION. ° OCLEANOUT -SEE DETAIL 7/C6.2 0 OWATER SERVICE FOR RETAIL, SIZE TO BE DETERMINED 10 FIRE HYDRANT AND VALVE -SEE DETAIL 10/C6.3 11 INCOMING ELECTRIC SERVICE AND TRANSFORMER BY IPL, ROUTING SHOWN FOR INFORMATION ONLY 12 SANITARY CLEANOUT -SEE DETAIL 5/C6.2 13 SANITARY CLEANOUT -SEE DETAIL 6/C6.2 � 6" SANITARY SDR -35 PVC @ 1.0% SLOPE O 14 15 6" SANITARY SDR -35 PVC @ 1.2% SLOPE 16 RELOCATE EXISTING FIRE HYDRANT CAUTIONH. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 WITHIN INDIANA 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Title: Sheet No.: ■ GREEN - ILLUMINATING TAPE (LETTERS) I— 12" 10i WHITE - ILLUMINATING RE ER ED TAPE (BACKGROUND) 00 pl, RKI N G BLUE - ILLUMINATING $° °p TAPE (SYMBOL BLOCK) IIIIIIIIIIIIIIIIII F199-90 IIIII 330 LBS /SYD. BITUMINOUS 131 � ONLY FOR SPACES 2" COMPACTED AGGREGATE #53 0 F A" 1`nftAr3At%rC:n Ar_`E3Cr_`ArC 41,7 NOTEDWAN ACCESSIBLE" o GREEN - ILLUMINATING v TAPE (ARROW) ° GREEN - ILLUMINATING v TAPE (BORDER) ° 0 9' -6" 2" SQ. DARK BRONZE TUBE STEEL SIGN POST ° z PROVIDE 1" SLOPE @ TOP OF FTG.- IF NOT IN CONC. WALKS 11 11 zo 0 LID flo 12" Ox 3' -6" CONCRETE M FTG. RECESS FTG. BELOW CONC. WALK 4" 12" HANDICAP PARKING SIGN NO SCALE M 10" DIA. d 20° NOTE: ALL STRIPES TO BE 4" PAINTED WHITE BLUE BACKGROUND WHITE BORDER PAINTED HANDICAP SYMBOL DETAIL NO SCALE 1— 12 .112 SIDEWALK 6' -0" SEE SHEET C2.1 6' -0" SIDEWALK A CURB SECTION A -A w CL O J U) 0 N 6' -0" �_ SEE SHEET C2.1 PLAN 1 HANDICAP RAMP rio SCALE: NTS C6.1 0 0 _ 0 12" 4' -0" 12" PLAN 5' -0" r- ELEVATION HANDICAP RAMP 11 SCALE: NTS C6.1 2' -011 X WIDTH OF RAMP ONLY 8 "x8" OR 12 "X12 ", ADA COMPLIANT DETECTABLE WARNING CONCRETE PAVERS SET ON COMPACTED SAND LEVELING COURSE OVER COMPACTED LIMESTONE AGGREGATE BASE FLUSH WITH SURROUNDING SURFACES CONCRETE SIDEWALK SAND SWEPT JOINTS 1" COMPACTED SAND LEVELING BED WALK BEYOND F6" COMPACTED CRUSHED LIMESTONE #53 AGGREGATE BASE MWIIIIIIIIIIIIIIIIIIIIIIIII 6" A . " 4 $ 4 f H' PAVING - — _ _ — — �... #5 BAR CONTINUOUS INTO L1 1/2" DIA PVC DRAIN PIPE WITH CURB EACH SIDE OF THE RAMP FILTER FABRIC EACH END DETECTABLE WARNING PAVERS r1'2 SCALE: NTS i NOTE: SIGN IS TO BE MOUNTED ON 3 LB /FT. GALV. U -POST PAINTED GREEN PER INDOT AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS STOP SIGN (24 "x24 ") 13 SCALE: NTS C6.1 1" RAD. SEE PLANS 6" CONTROL JOINT 1 /4 " /FT. SLOPE TOP OF PAVEMENT ° °° .°�°Q ° ° ° 0Q° v 0 0 on 450 °° 00 01%, CONCRETE WITH FIBER ADDITIVE N 6" 4" OF COMPACTED AGGREGATE SIZE #53 . COMPACTED SUBGRADE NOTES: 6n 1. CURB SHALL HAVE 1/2" EXPANSION JOINTS @ 48' -0" MAX. AND @ ENDS OF RADII. CONTROL JOINTS @ 10' -0" MAX. UNLESS OTHERWISE NOTED. 2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF TOTAL THICKNESS OF SLAB. 3. FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4" LENGTH, NYCON BY NYCON INC., OR FORTA NYLON BY FORTA CORPORATION, ADDED AT THE BATCH PLANT AT 1 LB. PER CU. YD. OF CONCRETE. MONOLITHIC CURB & WALK K`6� SCALE: 1"= V -0" BITUMINOI PAVEMENT n A /A" COMPACTED BACKFILL NOTES: (MIN.) 1. INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE. 2. ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LATEST REVISION OF THE CARMEL CONCRETE CURB POLICY. STRAIGHT CONCRETE CURB r7 NO SCALE C6.1 VARIES (SEE PLAN SHEETS) I- v FINISH GRADE REINFORCE WITH SYNTHETIC FIBERS, SEE SPECIFICATIONS. CV ao 00 11%% III — III — III — III —I 1I- -i 4" COMPACTED GRANULAR MATERIAL COMPACTED SUBGRADE NOTES: 1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND - TOOLED AFTER EACH FINISHING OPERATION. 2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN WALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS. 3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX. CONCRETE SIDEWALK WITH FIBER r7� SCALE: 1 1/2" = 1' -0" 100' TOP OF CURB � t PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM - OF CURB TRANSVERSE CONTRACTION JOINTS AT 10' ON CENTER CURB JOINT DETAIL 9 SCALE: NTS C6.1 110 LBS /SYD. BITUMINOUS SURFACE #11 M CV DER #8 �- COMPACTED SUBGRADE _ LIGHT DUTY H.A.C. PAVEMENT SCALE: 1 1/2" = V -0" TACK COAT NOW vzzzzzzz, z o °° cP O 0 vzzzzzzzm 0, 00 00 o °0p0 °° 00 °o °�Oo° $° °p IIIIIIIIIIIIIIIIII F199-90 IIIII 330 LBS /SYD. BITUMINOUS 131 � 1 2" COMPACTED AGGREGATE #53 0 F A" 1`nftAr3At%rC:n Ar_`E3Cr_`ArC 41,7 M CV DER #8 �- COMPACTED SUBGRADE _ LIGHT DUTY H.A.C. PAVEMENT SCALE: 1 1/2" = V -0" 11 �mrml,w.iolr,l Is �— COMPACTED SUBGRADE MEDIUM DUTY H.A.C. PAVEMENT SCALE: 1 1/2"= 1' -0" FINISH GRADE co N 6" 1" R. rr1Y] Plc r%A11r-kAr-KIr NOTE: CURB SHALL HAVE 1/2" EXPANSION JOINTS @ 80' -0" MAX. & @ ENDS OF RADII. CONTROL JOINTS SHALL BE @ 10' -0 MAX. UNLESS OTHERWISE NOTED. CONCRETE CURB & GUTTER s� Certified By: 0 Z O 0 > U LLI V) W QQ m 0 rn rl_ m Z rn o o m �. o m o c _y m '0 ° cv .4) o .N p aUi U SCALE: NTS C6.1 $ °�a 0 _ Z vt $ ° 0 .III =1 I I =1 I I =1 � CONCRETE PAVEMENT J WITH FIBER ADDITIVE W COMPACTED AGGREGATE BASE #53 COMPACTED SUBGRADE Q a V FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4" LENGTH, NYCON BY NYCON INC., OR FORTA NYLON BY FORTA CORPORATION, ADDED AT THE BATCH PLANT AT O 1 LB. PER CU. YD. OF CONCRETE. uj CONCRETE PAVEMENT r4 SCALE: 1" = V -0" C6.1 110 LBS /SYD. BITUMINOUS SURFACE #11 TACK COAT Title: co 0 0060 Oo LO °po _ n SITE DETAILS IIIIIII -IIIII I -1III1 III 330 LBS /SYD. BITUMINOUS BINDER #8 5" COMPACTED AGGREGATE #53 COMPACTED SUBGRADE Sheet No.: BIKE PATH r5 SCALE: 1 1/2"= V -0" C6.1 NOW vzzzzzzz, z zi, OAO, v vzzzzzzzm 0, F199-90 1 0 F �— COMPACTED SUBGRADE MEDIUM DUTY H.A.C. PAVEMENT SCALE: 1 1/2"= 1' -0" FINISH GRADE co N 6" 1" R. rr1Y] Plc r%A11r-kAr-KIr NOTE: CURB SHALL HAVE 1/2" EXPANSION JOINTS @ 80' -0" MAX. & @ ENDS OF RADII. CONTROL JOINTS SHALL BE @ 10' -0 MAX. UNLESS OTHERWISE NOTED. CONCRETE CURB & GUTTER s� Certified By: 0 Z O 0 > U LLI V) W QQ m 0 rn rl_ m Z rn o o m �. o m o c _y m '0 ° cv .4) o .N p aUi U SCALE: NTS C6.1 $ °�a 0 _ Z vt $ ° 0 .III =1 I I =1 I I =1 � CONCRETE PAVEMENT J WITH FIBER ADDITIVE W COMPACTED AGGREGATE BASE #53 COMPACTED SUBGRADE Q a V FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4" LENGTH, NYCON BY NYCON INC., OR FORTA NYLON BY FORTA CORPORATION, ADDED AT THE BATCH PLANT AT O 1 LB. PER CU. YD. OF CONCRETE. uj CONCRETE PAVEMENT r4 SCALE: 1" = V -0" C6.1 110 LBS /SYD. BITUMINOUS SURFACE #11 TACK COAT Title: co 0 0060 Oo LO °po _ n SITE DETAILS IIIIIII -IIIII I -1III1 III 330 LBS /SYD. BITUMINOUS BINDER #8 5" COMPACTED AGGREGATE #53 COMPACTED SUBGRADE Sheet No.: BIKE PATH r5 SCALE: 1 1/2"= V -0" C6.1 J Q SKIRT � B DIAMETER A w A QLu I- L w - Q J o � B 4J 1/32 TAPER PER J Q I INCH PER SIDE D HORIZONTAL FLARE C B DIAMETER FINVERT w LU a \ - Q Q � D 1 1/2" RAD. 1 1 /2" RAD. WALL E WALL G or T (GROOVE- OUTLET END) Q (TONGUE -INLET END) 3 VERTICAL FLARE SECTION AA SECTION BB SIZE SCHEDULE DIA. WALL G or T WT. SEC A B C D E DIA. +1 R -1 R -2 SKIRT 12 2 1 -1/2 530 4 24 48 -7/8 2 -7/8 24 1 13 10 -1/16 9 3 -1/2 13-1/2 15 2-1/4'- 2 740 6 27 46 73 30 16 12-1/2 11 ° °° 18 2-1/2 2-1/2 990 9 27 46 73 36 19 15-1/2 12 4 21 2 -3/4 2 -1/4 1280 9 35 38 73 42 22 16 -1/8 13 4 24 3 2-1/2 1520 19-1/2 43-1/21 30 73-1/2 48 25 16-11/16 14 4-1/2 30 3 -1/2 3 2190 1 12 54 19 -3/4 73 -3/4 60 1 31 1 18 -5/16 15 5 -1/2 ° ° ° ° ° ° ° ° ° ° ° ° ° ° SOUTH 884.20 NEENAH R -2251 MANHOLE 10" WEST 886.00 NOTE: MANUFACTURER OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. PRECAST FLARED END SECTION 8 SCALE: NTS C6.2 FOR PIPE LOCATED IN AND WITHIN 5' OF PAVED AREAS FOR PIPE LOCATED IN GRASSED AREAS MIN. 6" TOPSOIL PAVEMENT SECTION F-IN NON -PAVED AREAS -I I I I o o° o�� Oo 000 °o o °° ° 0 - °0 0 0 0� °000 �° ° ° o °o° )-0.(. (90 '0Ooo° 0 °0 °v 9000 00 0 0�� o° -III= 1I- "B" BORROW OR EQUIV. 01 °�° `b o ° o'0 ° ° 0 0 o o° 0 o 90 0 °0 00 000° 0 ° ° 0 o ° 00° °OO °0 GRANULAR MATERIAL _I ° °° 0 °° o 0 °0° ° °o °oqoo° °� °o0000,0 ° ° ° °° o o ° 0 °0 ° °0 080° ° ° ° 0.000, 0 °0 54 " -66" COMPACTED TO 95% 00 ° MIN. 1.25 Bc +12� o 0 0° REGULAR BACKFILL - STANDARD PROCTOR NOTES: GREATER THAN 45° TO 900 °0 °80 °0000° o °0�o °O° o GREATER THAN 5' DENSITY 72" 42 "-48" ° ° 000 0 ° 00 FROM EDGE OF PAVEMENT 0 0° °000 6" 1. ALL BEDDING &INITIAL BACKFILL ` ° 0 00 ° ° ° °° o COMPACTED TO 90% ° ° ° 000 °° ° ° ° ° ° oo 0 �° x°°0°°00 °o °moo° 000 0 0�0 0 0 90 °0 °0 ° ° %° °o °0 °0 °0 °000 ° ° ° o °o 0 ° 0 °° 0 ° ° ° °° o 0 0 0 °6011)9 0 ° 0 0 00, 0°° 000000 0° 00 °00 0090 0 °° 9000 12" BALANCED LIFTS. I II I II 11 I l I I =I 1 O 0 o °9090 ° °O�000 oO ° o ° ° 0° o °O°°O °oa °° °° ,III (- DETAIL 2/C6.2 & 2/C6.3 SE MM 1 W GREATER D t 2! Q+ t 000 0° 0° ° 0 0. °O o° °0090 15" O.D. 883.30 THE INSTALLED PIPE. oodD 0 0 0 0 90 90 0OP ° o 000000 I Oo 090 a tD7 PVC TRENCH DETAIL WEST STATE OF °0°°00 �ooa 000 o 00 °° °o SS' /pNA 775 .80 "B" BORROW OR EQUIV. WEST o °� °00 C6.3 0 0 °90° o° 00 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEVER BEDDING AND ." GRANULAR MATERIAL NORTH o° 9000 o ° 0 0 000° 889.60 30" COMPACTED TO 95% 883.50 °° o °O° 0 �° O 0 0 ° 00 °00 0 0 07 ° 0° 00 00 ° ° 00 ° 0 0 00 00 ° 000000 0° 90 °° 27" NORTH STANDARD PROCTOR ° ° ° ° ° ° ° ° ° ° ° ° ° ° SOUTH 884.20 III -IIII DENSITY I -III- III III I' Bc DEPTH OF BEDDING NOTES: MATERIAL BELOW PIPE LEGEND 1. ALL BEDDING & INITIAL BACKFILL D d MIN. SHALL BE INSTALLED IN 6" TO Bc = OUTSIDE DIAMETER 27"& SMALLER 3" 12" BALANCED LIFTS. D =INSIDE DIAMETER d =DEPTH OF BEDDING 30" TO 60" 4" 2. A MIN. 9" CLEARANCE SHALL BE MATERIAL BELOW PIPE 66" & LARGER 6" PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. R.C. PIPE TRENCH DETAIL SCALE: 3/4" =1' -0" FOR PIPE LOCATED IN AND WITHIN 5' OF PAVED AREAS PAVEMENT SECTION - FOR PIPE LOCATED IN GRASSED AREAS MIN. 6" TOPSOIL IN NON -PAVED AREAS III -III- I- il -I 900 °900 0 90 O °O 0 0 0 0 0 0 00 0° 0 0 0 °p0 °00°0°9090 e 9000 °OO 0000 0 0 0 0 0 00co 0 O 06U,°°I "B" BORROW (INDOT SPEC.) OR _ °0 ° °oo00O� 0oo0 0 °�°0 °0 0 0 ° 0000 90 ° 0 00° o°° EQUIVALENT GRANULAR MATERIAL -I 0 0 ° 00 ° °9090 ° °0 ° °° 000000.0-:00 0 ° ° °0 00 °000° 000° ° °o ° MIN. 1.25 D. +12" °0 °0° 0000000 COMPACTED TO 95% STANDARD o° PROCTOR DENSITY ° REGULAR BACKFILL - GREATER THAN 5' FROM EDGE OF PAVEMENT COMPACTED TO 90% °O000. -.00 0, .00u' °V000-00000 vo0 °O °U /fZ O° 000 0 °C3 0 ° 0 0000 0 0� #8 CRUSHED STONE OR ° 08 0 ° o °0 000 0°° 00000 000 0° °0 °0° EQUIVALENT CLASS 1 MATERIAL 0 0 °do do0 ° °o°° Oo 900 °p ° o° ° °o ° 00000 ° 0 ° ° DIA. "F" HAND TAMPED OR WALKED 96" ° 00° °OO °0 ° o ° O° ° 0 00000 GREATER THAN 450 TO 900 INTO PLACE 54 " -66" 000 6. 0 ° 0 V000 UP TO 600 Oo 0 00 ° 000000 °° 42" NOTES: GREATER THAN 45° TO 900 °0 °80 °0000° o °0�o °O° o °° 0 0600 °0 ° ° 0 0 °o o° TURNS UP TO 450 72" 42 "-48" ° ° 000 0 ° 00 00 0 0° °000 6" 1. ALL BEDDING &INITIAL BACKFILL 60" ° 0 00 ° ° ° °° o ° 900 00 ° °° o ° ° ° 000 °° ° ° ° ° ° oo 0 �° `t SHALL BE INSTALLED IN 6" TO 0 ° 0 °° 0 ° ° ° °° ° 0 °°° 000 PER CONSTROCtiOM PIA & 12" BALANCED LIFTS. I II I II 11 I l I I =I 1 15" 2. A MIN. 9 CLEARANCE SHALL BE ,III (- DETAIL 2/C6.2 & 2/C6.3 SE MM 1 W GREATER D t 2! Q+ t PROVIDED ON EACH SIDE OF 15" O.D. 883.30 THE INSTALLED PIPE. AQUA -SWIRL STORM SEWER PVC TRENCH DETAIL SCALE: NTS NOTE. CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT MINIMUM 1' CLEARANCE FROM TOP OF CONTACT THE LATERAL OR LATERAL CAP. CAP TO BOTTOM OF CASTING NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1 TRACER WIRE WITH SEWER ON CASTING 6 PVC CAP FINAL GRADE tlt dt al alt 36" X 36" x 6 CONCRETE APRON WITH F1BERMESH 6' PVC PIPE REINFORCEMENT. (s' x 6' x 67 TEE -WYE FL - #8 STONE BELOW CONCRETE 6' SEWER LATERAL APRON TO PREVENT CLEANOUT TYPE 2 SETTLING. EXTEND TO UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) `Mxtwtxiy� .1 \0 No. 19300219 STATE OF ki lft&:70NAL Op11 ate'"" • „.�,� CLAY TOWNSHIP REGIONAL WASTE DISTRICT •CTRWD- ar TYPE 2 CLEANOUT DETAIL E Date 12/06106 File T: \6I1\ 6366 \001 \DWGS\DETAIIS\IN- DTIS.DVG SANITARY SEWER CLEANOUT TYPE 2 SCALE: NTS SANITARY SEWER CLEANOUT TYPE 3 SCALE: NTS HEAVY DUTY CLEANOUT CASTING- JAY R. SMITH 4250 FINISH GRADE SERIES OR EQUAL NI SLOPE zoo I � e CONCRETE COLLAR (CONCRETE SHALL NOT 12" .012--1 BE IN CONTACT w/ PIPE) MIN. MIN. U) w SAME SIZE AS MAIN LINE (MAX 8" ON STORM SEWERS) 67 SEWER LATERAL (SIZE AS SHOWN ON PLANS) STORM SEWER CLEANOUT SCALE: 1/2"= 1'-0" FINISH GRADE SEE SCHEDULE RIM ELEVATION FOR CASTING TYPE STANDARD PRECAST MANHOLE CAP OR CONE. PRECAST CONCRETE ADJUSTING RINGS 24" DIA 4" MIN. -12" MAX. (IF NEEDED) NOTES: MANHOLE CONFORMS TO ASTM C-478 5" 5" NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE. JOINTS MANHOLE STEPS SHALL CONFORM 4' -0" DIA. TO ASTM C-443. AT 16" O.C. r-- CONCRETE REDUCER CAP 1' -0" MIN. OVER HIGHEST PIPE H" 1/2" PER FOOT SLOPE Z "H" -WALL THICKNESS • O co z ao BASE SET ON 6" VF- ° °00 °00 ONE COMPLETE UNIT OF PRECAS #8 OR #2 STONE °° °O °Oo CONC. MANHOLE BASE AND RISE . � I I I =I 11E SEPARATE BASE IS OPTIONAL H" 3w 1 COMPACTED SUBGRADE �►1 III -11 -1 I- III - III =III DIA. "F" MANHOLE PIPE "H" -WALL THICKNESS PIPE TURNS DIA. "F" DIA. "G" 96" 48" 9" GREATER THAN 450 TO 900 96" 54 " -66" 9" UP TO 600 84" 42" 9" GREATER THAN 45° TO 900 84" 48" 9" TURNS UP TO 450 72" 42 "-48" 7" UP TO 45'0 60" 33 " -36" 6" STRAIGHT THRU 60" 24 " -33" 1 6" IGREATER THAN 45° TO 90° STORM MANHOLE DETAIL 2 SCALE: NTS C6.2 SEE SCHEDULE FOR CASTING TYPE WEEP HOLES OR UNDERDRAIN CONNECTIONS TYPE-A-24-x24" TYPE "B" 30 "x46" SEE SCHEDULE FOR 6" TYPE "K" 24 "x36" 6" SIZE AND INV. EL. 18" MAX. STRAIGHT CONNECT 15" MAX SKEW /CORNER .. FOR TYPE "A" SEE SCHEDULE FOR INVERT ELEVATION 0o r BASE SET ON 6" OF °o° °°off' °o 9090000 °o° -�o° 0 ° 90p00 #8 OR #2 STONE �� °° °o °000 CLASS "A" =111= III - III- PRECAST REINFORCED COMPACTED SUBGRADE - i =l I I -I I I -1 I I- CONCRETE BOX INLET BOX r3 SCALE: NTS C6.2 SANITARY SEWER PVC PIPE TRENCH DETAIL SCALE: NTS MANHOLE AND DRAINAGE STRUCTURE SCHEDULE MARK 1RE2ESy11MOTN YAXi" 10 FEET T INN BOX OR GM X&A AT TOP OF 1YATi0T1 fXG RIM 8�i1 TFE ACVTAM 70KH SAFETY zrs� 1 >�Bt+iWN a 10' F3Pf RARRiI AND BQ1. TYPE ELEVATION %\ CLEA,Y BAC1tFTti "T43MAL FREE OF R00a f tFR?iCH 1h�iN'SIAU NOT fXCEEU 1i0x / ETA LARGER TstAN 8' OR OTHER E)MMEZ7tl3 "Dai By MORE 1NAD1 1.0 FOOT MAIM (COMPACT M PRIMIT SETRkJU*. IN WAS DF �ADMACE, C0 ELEVATION REa s rRA DEPARTWK 100 CONCRETE TRAAiSPRTATM W WAC'T F&1. TO 95S 1/2 D 12 OR Po \ \ MOu WOwR DEf 112 D R 30" NORTHEAST WSM SW OR *At8E1F M FRACR= FACF DETAIL 8106.2 A9GRE'CAT8 1 f2 D Y\ D \� FILL MAIEIMA(. VS TO BE RAW FROtF 6 NM NI M TO 12 too AW* w PIPE THE TREMOI MU 8E A W&M OF 18 NM W_ SFi FIRST LAIfR \i /� stm %= "w TAMPEa ACID MAIM R a ITEbOfNG TABLE BElO9F ' CSZtSS s STQW W%EL I=, 8t J ` + SOUTHWEST 883.00 j2 STONE AS REQUIRM BY C r ° \/, (t3f1f HOLE E=AVA Et FOR vN F SOIL 0OM10 6 - FN To 7' DIAMETER STABLE FROM PER ENOW SEWR AS 30" NORTH PER CONSTROCtiOM PIA & NEENAH R -1772 101 FIRST LAYER BEDDING TABLE PIPE SIZE A 88980 ' 15" F'VE 512E TD *.M Ir UP 1 883.10 DETAIL 2/C6.2 & 2/C6.3 SE MM 1 W GREATER D t 2! Q+ t 15" EAST 883.30 o IsT RF SANITARY SEWER TRENCHING, AQUA -SWIRL No. 19300219 BEDDING AND BACKFILL DETAIL 15" WEST STATE OF SEE DETAILS, SHEET 101A SS' /pNA 775 .80 15" WEST 883.20 C6.3 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEVER BEDDING AND ." 30" NORTH Schneider BACKM DETAIL 9. TYPE "B" 889.60 30" SOUTH 883.50 DETAIL 3/C6.2 Date 12/06/08 PUc T: \81(\636b\t101 \UTt4S\DKidAP4 -Oils B>t& SANITARY SEWER PVC PIPE TRENCH DETAIL SCALE: NTS MANHOLE AND DRAINAGE STRUCTURE SCHEDULE MARK STRUCTURE RIM 8�i1 TFE ilIN8811t � 8' >�Bt+iWN a 10' F3Pf RARRiI AND BQ1. TYPE SANITARY SEWER PVC PIPE TRENCH DETAIL SCALE: NTS MANHOLE AND DRAINAGE STRUCTURE SCHEDULE MARK STRUCTURE RIM PIPE SIZE DIRECTION PIPE INVERT REMARKS TYPE ELEVATION C0 ELEVATION 100 CONCRETE NA 30" NORTHEAST 882.70 DETAIL 8106.2 END SECTION a U 30" SOUTHWEST 883.00 7' DIAMETER 30" NORTH 883.40 NEENAH R -1772 101 MANHOLE 88980 ' 15" EAST 883.10 DETAIL 2/C6.2 & 2/C6.3 15" EAST 883.30 AQUA -SWIRL 15" WEST 883.20 SEE DETAILS, SHEET 101A AS-6 775 .80 15" WEST 883.20 C6.3 INLET 30" NORTH 883.60 NEENAH R- 3287 -15V 102 TYPE "B" 889.60 30" SOUTH 883.50 DETAIL 3/C6.2 27" NORTH 884.30 103 5' DIAMETER 880.40 30" SOUTH 884.20 NEENAH R -2251 MANHOLE 10" WEST 886.00 DETAIL 2/C6.2 12" WEST 886.00 104 5' DIAMETER 890.50 27" NORTHWEST 884.90 NEENAH R -2251 MANHOLE 27" SOUTH 884.80 DETAIL 2/C6.2 5' DIAMETER 18" NORTH 886.00 NEENAH R -2251 105 881.30 18" WEST 886.50 MANHOLE 27" SOUTHEAST 885.50 DETAIL 1/C6.2 12" WEST 888.00 4' DIAMETER NEENAH R- 3286 -8V 106 892.00 15" NORTH 887.20 MANHOLE 18" EAST 887.00 DETAIL 1/C6.2 INLET TYPE 12" NORTHWEST 887.90 NEENAH R- 3286 -8V 107 "A" 882'60 15" SOUTH 887.80 DETAIL 3/C6.2 INLET TYPE 12" NORTHWEST 888.20 NEENAH R- 3286 -8V 108 892 60 "A" 12" SOUTHEAST 888.10 DETAIL 3/C6.2 109 INLET TYPE 893.60 12" SOUTHEAST 889.20 NEENAH R- 3286 -8V "A" DETAIL 3/C6.2 115 4' DIAMETER 893.50 18" SOUTH 887.00 NEENAH R -2535 MANHOLE DETAIL 1/C6.2 120 INLET TYPE 892.60 12" EAST 888.60 NEENAH R- 3286 -8V "A" DETAIL 3/C6.2 10" WEST 887.10 125 4' DIAMETER 892.60 12" NORTHWEST 887.50 NEENAH R -1772 MANHOLE 12" EAST 887.00 DETAIL 1/C6.2 126 4' DIAMETER 892 90 10" WEST 888.30 NEENAH R -1772 MANHOLE 12" SOUTHEAST 888.20 DETAIL 1/C6.2 CONCRETE 200 END SECTION NA 18" NORTHEAST 883.00 DETAIL 8/C6.2 18" NORTH 884.40 201 5' DIAMETER 891.50 10" EAST 884.30 NEENAH R -1772 MANHOLE 10" EAST 884.10 DETAIL 2/C6.2 & 5/C6.3 18" SOUTHWEST 884.00 201A AQUA -SWIRL 891.50 10" WEST 884.20 SEE DETAILS, SHEET AS -3 10" WEST 884.20 C6.3 202 4' DIAMETER 892 10 18" NORTHWEST 884.80 NEENAH R- 3286 -8V MANHOLE 18" SOUTH 884.60 DETAIL 1/C6.2 10" NORTHEAST 887.00 203 4' DIAMETER 881.50 18" NORTH 886.00 NEENAH R- 3286 -8V MANHOLE 18" SOUTHEAST 885.80 DETAIL 1/C6.2 4' DIAMETER 10" NORTHEAST 887.50 NEENAH R- 3286 -8V 204 MANHOLE 891.00 18" NORTH 887.20 DETAIL 1/C6.2 18" SOUTH 887.10 205 INLET TYPE 892.30 15" NORTH 888.30 NEENAH R- 3286 -8V "A" 18" SOUTH 888.10 DETAIL 3/C6.2 206 INLET 892 80 15" SOUTH 888 20 NEENAH R- 3287 -10V TYPE "K" DETAIL 3/C6.2 NOTES: 1) ALL STORM SEWER CASTINGS SHALL CONTAIN A MESSAGE AT THE TOP OF THE CASTING STATING "DUMP NO WASTE - DRAINS TO WATERWAY ". 2) CONNECT ALL UNDERDRAINS INTO STRUCTURES AS SHOWN ON THE PLANS. 3) FOR CURB INLET CASTINGS, RIM ELEVATION = GUTTER ELEVATION. RIM ELEVATION ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PLASTIC ENCAPSULATED STEEL MANHOLE STEPS O -RING GASKET - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS - SEE SCHEDULE FOR CASTING TYPE FINISH GRADE PRECAST CONCRETE - ADJUSTING RING AS NEEDED (4 MAX.) SEE DETAIL ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. 48" DIA. 16" TYP. #4 RE BAR @ 12" O.C. EACH WAY (STEEL MESH AREA = 0.12 SQ. IN. /SQ. FT.) a a a e a e a a. 8 ° BASE 6" OR 8" A- " 5" M IN. WALL - PRECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W/ NON SHRINK CEMENT GROUT BENCH WALLS AT MIN 1/2" PER FOOT SLOPE PER SECTIO MANHOLE BASE SET ON ,boo °N 6" OF #8 OR #2 STONE °a °a °0 00 ° o °o °o °o °o ° °o COMPACTED SUBGRADE -:11 -1 � I -I � I= NOTES: MANHOLE CONFORMS TO ASTM C478 JOINTS CONFORM TO ASTM C443 4' STORM MANHOLE 1 SCALE: NTS C6.2 :.: •rrff�ff � � : r CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317- 334 -1500 Fax: 317- 334 -1552 TNES 0 v0 lei �G �t�t QGO �O Certified By: i 0 ( Z Z O O �_ (n a- W U � w � a <1 p ^ m m Z o >` 1 c.4 (D O m O V o CV C o m CO •°-� 3 p o h p m CL. 0 U Title: SEWER DETAILS I Sheet No.: Q � U C0 0 j JAI 00 z � J Lu a U 0 H Cn W Title: SEWER DETAILS I Sheet No.: �- DaSTING THRUST I WATER MAIN BLOCK I I TAPPING SLEEVE d a =-e Ir a I I GATE VALVE I I I I W WATER MAIN CONNECTION SCALE: NTS Y PLAN BENDS SECTION X -X BENDS & TEES TO BLDG. X__j PLAN TEES 1 PLAN & ELEVATION PLUGS TYPE SIZE 1/4 BENDS 36" 1/8 BENDS 39" 1/16 BENDS 42" TEES PLUGS A B A B A B A B A B TYPE 1 4000 PSF SOIL 6" 6" 10" 6" 8" 3" 8" 8" 8" 10" 15' 8" 12" 12" 8" 10" 5" 9" 9" 12" 12" 20" TYPE II 2000 PSF SOIL 6" 16" 10" 9" 10" 6" 8" 10" 12" 10" 20" 8" 22" 13" 12" 13" 8" 10" 13" 16' 12" 29" NOTE: BASED ON 100 PSI STATIC PLUS A W W A WATER HAMMER CONCRETE TO BE CAST AGAINST UNDISTURBED BEARING SURFACE. STANDARD THRUST BLOCKS FOR WATER MAINS SCALE: NTS co GRANULAR BACKFILL REQ'D. AROUND BASE AND BARREL 86".02 6 o o DRAIN 6 ° CONC. PAD AGAINST UNDIST. GROUND CONC. PAD AGAINST UNDIST. GROUND HYDRANT SHALL MEET LOCAL FIRE CODES AND LOCAL WATER UTILITY SPECIFICATIONS. NOTE: FIRE HYDRANT SHALL BE SET A MINIMUM OF U FROM ALL DRIVEWAY OPENINGS. HYDRANT DETAIL SCALE: NTS 6" HYD. BRANCH MAIN LINE 6" DIMENSION "L" (MINIMUM) 35" 8" 36" 12" 39" 16" 42" MAIN 6 C6.3 LL 8" WIDE CONCRETE WEIR 18" RCP INV = 884.40 T/WE I R= 885.29 SEE DETAILS 6 & 7/C6.3 STR. ST -101 5' DIA. MANHOLE 10" PVC INV = 884.30 SEE DETAIL 2/C6.2 10" PVC INV = 884.20 15" PVC O INV = 884.20 30" RCP INV = 884.10 18" RCP INV = 884.00 MANHOLE PLAN (STR. ST -201A SCALE: NTS 8" WIDE CONCRETE WEIR WALL 10" PVC 18" RCP * Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orientation. Octagonal Base Plate Pipe coupling by Contractor. 12" long Stub- by Manufactui Bollards shall be placed around access riser(s) in non - traffic areas to prevent inadvertent loading by maintenance vehicles. Cove . soli - - . . • soil .... ' - ;•Concrete• '; '•' rame trz• ` •': '' Manhole Frame and ln° 1R° +_: rr to Rim elevations to match finished Cover by Manufacturer. ` • ti. `: r ..'. - ............................... grade. HDPE risers can be field ` :; 32 (See Details) E > :......:..:..::::::::; : ; :.: <: •:<•::::::. cut b Contractor. Gravel l3ackfill Gravel Bacldll �'� Place small amount of Grade (Rim) ser conaete to support and _ ......... level manhole frame. DO NOT allow manhole frame to rest upon HDPE riser. Varies Manhole Frame & Cover Detail For Non - Traffic Areas Only NTS Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. Swirl Inlet /Outlet OD Varies OD Varies I-42" Plan View Abud - 13 ac Phone (888) 344 -9044 www.aquashieldinc.com ad�n 12" .... ..... ..........:.� - -Und�sturrbedd sou q -A Section -------------------------------------------------------------- ____ __ry _____ __________ _ _ ______ ------------------------ .. .........- Document: AS STD AauaShielff- DraYS'liTb STORJwATER TREATMENT nOLu -ri NS I Scale: 11:x0 I 104" TYP. STR. ST -101A AQUA SWIRL AS -3 BMP UNIT T /RIM = 891.50 SEE DETAIL 1/C6.3 1> TAIVE I R WALL ELEV @ 885.29 I 2 - #4 BARS I_ 10" PVC i CONCRETE MANHOLE BASE 7 C6.3 WEIR WALL SECTION SCALE: NTS 18" RCP HILTI "HIT HY 150" INJECTION ADHESIVE ANCHORS (#4 BARS x 2' -0" LONG) WITH 4" EMBEDMENT LENGTH. 4" T/WEIR WALL FI ;�O) F ELEV @ 885.29 CONCRETE MANHOLE BASE WEIR WALL CONNECTION DETAIL SCALE: NTS 8" WIDE CONCRETE WEIR W, 15" PVC 30" RCP 3 �_3 30" RCP INV = 883.40 STR. ST -101 0 7' DIA. MANHOLE I u- SEE DETAIL 2/C6.2 _ 8" WIDE CONCRETE WEIR T/WEIR= 885.16 SEE DETAILS 3 & 4/C6.3 - 15" PVC INV = 883.30 r- 15" PVC INV = 883.20 Z0( 4 15" PVC INV = 883.10 30" RCP INV = 883.00 15" PVC INV = 883.20 MANHOLE PLAN (STR. ST -101A SCALE: NTS T/WEIR WALL ELEV @ 885.16 I 4 - #4 BARS 15" PVC CONCRETE MANHOLE BASE 4 C6.3 WEIR WALL SECTION SCALE: NTS 30" RCP STR. ST -101A AQUA SWIRL AS-6 BMP UNIT T /RIM = 889.50 SEE DETAIL 1/C6.3 HILTI "HIT HY 150" INJECTION ADHESIVE ANCHORS (#4 BARS x 2' -0" LONG) WITH 4" EMBEDMENT LENGTH. T/WEIR WALL ELEV @ 885.16 d d - a + d d e_ d d a - + d d CONCRETE MANHOLE BASE WEIR WALL CONNECTION DETAIL SCALE: NTS ri :% ::. : ::::::::• :;:;• ........... . ... Af'� CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317- 334 -1500 Fax: 317- 334 -1552 A far" I T N Em. S e O� P GJ� .0 �� GO F O� �O Certified By: 0 N Z O O � > U W N W O a <1 �► Z rn o f3fl m .. I I N m O m O U ^ N C C .Y °o y cc - 3 V p N IL L_ D 0 D U Title: SITE DETAILS Sheet No.: Q Y � U � O ICI OJO z Uj a U Z Q H W Title: SITE DETAILS Sheet No.: SITE CLEARING 1. PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Furnish all labor, material and equipment necessary to complete all clearing /grubbing and disposal of debris as necessary to complete the work shown on the drawings and herein specified. B. Site clearing work includes, but is not limited to: 1. Protection of existing trees. 2. Removal of vegetation within construction boundaries. 3. Topsoil stripping. 4. Clearing and grubbing. 5. Removal of field drains if necessary. If field drains are cut or broken, positive drainage must be re- established. 1.2 JOB CONDITIONS A. Existing items to remain shall be protected from damage by clearing operations. Any utility or other improvement to remain that is damaged shall be repaired /replaced to the satisfaction of the owner and /or local utility. This includes items on the owner's site as well as the adjacent properties or facilities. B. Provide, erect and maintain temporary barriers and security devices as required to ensure safe site conditions. C. Conduct site clearing operations to ensure minimum interference with roads and other adjacent facilities. Do not close or obstruct roads without permission from authorities having jurisdiction. D. Protect existing trees and other vegetation against unnecessary cutting, breaking, or skinning of roots, skinning or bruising of bard, smothering of trees by stockpiling construction materials or excavated materials within the drip line. Limit excess foot/vehicular traffic or parking of vehicles within the drip line. Provide temporary guard to protect trees and vegetation to be left standing. 1. The contractor shall protect existing trees to remain by the erection of temporary fences or by other means approved by the owner. The temporary fence shall be no less than 3/4 the spread of the branches, or the edge of new construction. 2. Water trees and other vegetation to remain within limits of the contract work as required to maintain their health during the course of construction. 3. Any trees damaged by the contractor shall be repaired by a professional tree surgeon at the expense of the contractor. 2. PART 2 - PRODUCTS NOT USED. 3. PART 3 - EXECUTION 3.1 SITE CLEARING A. Remove grass, vegetation and other obstructions interfering with installation of new construction. Dispose of materials off -site using legal disposal practices or per the direction of the owner. B. Strip topsoil to whatever depth is encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Stockpile topsoil in storage piles where directed. Construct storage piles to freely drain surface water. When required, storage piles should be covered to prevent wind blown dust. Erosion control measures must be implemented around the perimeter of the stock piles. C. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding 6" loose depth, and thoroughly compact in accordance with the requirements of earthwork section. EARTHWORK 1. PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Provide earthwork as shown and indicated on the drawings. B. Excavation consists of the removal of material encountered to subgrade elevations indicated and subsequent disosal of materials removed. C. Placement and compaction of all subgrade and base materials for site and building improvements. 1.2 QUALITY ASSURANCE A. Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. B. Testing and inspection service: 1. The owner shall employ a geotechnical testing service to monitor the excavation operations. The service will be responsible for soil testing and inspection services. 1.3 JOB CONDITIONS A. All OSHA standards for excavation and trenching shall be followed. All open excavations shall have a barricade around the perimeter when not active, i.e. end of work day, etc. Barricade is to be temporary fencing or approved equal. If open excavation is along an adjacent thoroughfare, post and operate warning lights as recommended by the authorities having jurisdiction. B. Protect existing utilities and pavement sections from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. Protect trees, shrubs, lawns and other features remaining as portion of final landscaping. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs from damage. Determine location of underground utilities - and perform work in a manner, which will avoid possible damage. Hand excavate as required. Repair any damage incurred during construction at no cost to the owner. Provide any required dams, fills, and temporary trenches, as required to protect any adjacent property from damage due to accelerated or undesirable surface water runoff from construction site. 2. PART 2 - PRODUCTS 2.1 SOILS MATERIALS A. Definitions 1. Satisfactory soil material: materials as determined by the testing service for appropriate use. 2. Base material: naturally or artificially graded mixture of natural or crushed gravel, crushed stone, natural or crushed sand. 3. Drainage fill: washed, evenly graded mixture of crushed stone, crushed or uncrushed gravel, with 100% passing a 1" sieve and not more than 5% passing a no. 4 sieve. 4. Granular fill: clean granular material such as sand, pit run or gravel. Material gradation must have 100% (by weight) passing the 1" sieve and a maximum of 5% (by weight) passing the 200 sieve. 5. Backfill and fill materials: satisfactory soil materials free of rock or gravel larger than 2" in any dimension, debris, waste, frozen materials or organic materials, with a plasticity index less than 30, a maximum dry density of at least 100 pounds per cubic foot, and capable of being compacted to 95 percent of the maximum dry density in accordance with ASTM D 698. 6. Topsoil: excavated material, graded free from subsoil, vegetation, weeds, debris, and rocks larger than one inch. Remove any unsuitable topsoil from the site. Coordinate offsite removal location with owner. 3. PART 3 - EXECUTION 3.1 EXCAVATION A. Under footings and foundation bases, the contractor shall fill all unauthorized excavation by extending the indicated footing /base - bottom elevation to match the excavation bottom. The footing /base - top elevation shall not be altered. Lean concrete fill may be used to bring elevations to proper the elevations when acceptable to the geotechnical engineer. B. Elsewhere, backfill and compact unauthorized excavations as specified for authorized excavations of same classifications, unless otherwise directed by geotechnical engineer. EARTHWORK CONTINUED 3. PART 3 - EXECUTION 3.1 EXCAVATION C. If unsuitable bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated materials as directed by the geotechnical engineer. D. To maintain stability, slope sides of excavations shall comply with OSHA standards, local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. E. Temporary or permanent drainage improvements should be completed to prevent surface water or ground water from flowing into active excavations. F. Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade, and shape stockpiles for proper drainage to minimize erosion of saved materials. Locate and retain soil materials away from edge of excavations. G. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 ft. The excavated area shall extend a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of service, other construction, and for inspection. H. Pavement subgrades shall comply with cross - sections, elevations and grades as shown. Prior to placing stone base, proof -roll excavation to locate any soft spots of soil. If soft areas are encountered, excavate area and replace with engineered fill compacted in specified lifts. I. Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide a minimum of 9 inches clearance on both sides of pipe or conduit. Do not backfill trenches until tests and inspections have been made by the testing engineer. Use care in backfilling to avoid damage or displacement of pipe system. J. Trenches shall be backfilled to subgrade elevation with granular fill material and satisfactory soild material as indicated on drawiings. Backfill shall be completed using compacted 6 -inch lifts. K. The contractor shall provide, install and maintain all erosion and sediment control devices as indicated on the drawings or specifications until permanent imporvements or seeding has occurred. The entrance shall be maintained in a condition, which will prevent tracking of sediment onto public right -of -way or streets. 3.2 COMPACTION A. Compact all fill material, base material and granular material supporting and within five feet horizontally from pavement, concrete stoops, walks and foundations to 95 percent maximum dry density per ASTM D -698. Compact all general site fill and landscape fill to 85 percent maximum dry density per ASTM D -698. fill areas shall be compacted using equipment capable of compacting each lift for its full depth. Moisture during compaction operations shall be maintained at optimum content. 3.3 BACKFILL AND FILL A. Place acceptable soil material in layers to required subgrade elevations for each area classification listed below. 1. In excavations and trenches, use satisfactory excavated material, borrow material or base material. 2. Under piping, use base material compacted to specified density and proper subgrade elevation prior to placing remaining backfill. 3. Under grassed or landscaped areas, use satisfactory excavated or borrow material. 4. Under pavement, use backfill and fill material to properly prepare subgrade prior to crushed stone base being placed. 5. Under building slabs, stoops and steps, use backfill and fill material or granular fill material with minimum 4" layer of drainage fill. 6. Behind retaining walls, use minimum 12" width of drainage fill, capped with 12" of cohesive soil. B. Prior to placing fill material, prepare the ground surface by removing all debris, unsatisfactory soil materials, obstructions, and organic materials. Plow, strip, or break up sloped surfaces steeper than 1 ft. vertical to 4 ft. horizontal so fill material will bond with existing surface. C. Place backfill and fill materials in layers not more than 6 inch loose depth for material compacted by heavy compaction eqiupment, and not more than 4 inch loose depth for material compacted by hand operated tampers. 3.4 GRADING A. Uniformly grade areas within limits of this section, including adjacent transition areas. Smooth finished surfaces within specified tolerances (after proper compaction) with uniform levels or slopes between points and existing grades. B. Grade areas adjacent to building lines to drain away from structures and to prevent ponding. 1. Finish surfaces free from irregular surface changes, and as follows: A. Lawn or unpaved areas: finish areas to receive minimum of 6 inches of topsoil to within not more than 0.10 ft. above or below required subgrade elevations. B. Walks: shape surface of areas under walks to line, grade and cross - section, with finish surface not more than 0.10 ft. above or below required subgrade elevations. C. Pavements: shape surface of areas under pavement to line, grade and cross - section with finish surface not more than 1/2" above or below required subgrade elevation. GRANULAR BASE COURSE 1. PART 1 - GENERAL 1.1 WORK INCLUDED A. Aggregate base course, compacted. 1.2 REFERENCES A. Indiana Department of Transportation standard specifications ( INDOT), including supplements. 1.3 SUBMITTALS A. Furnish certificate of gradation to establish that aggregate is material and gradation specified. 2. PART 2 - PRODUCTS 2.1 MATERIALS A. INDOT gradations of crushed limestone, as shown on the drawings. 2.2 QUALITY ASSURANCE A. Test finished surface with 16 foot straight edge applied parallel and at right angles of centerline of area to be paved. B. Compaction tests will be directed by the testing agency in accordance with ASTM D2922 and D3017. 3. PART 3 - EXECUTION 3.1 SUBGRADE A. Verify compacted subgrade is perfectly dry and is ready to support granular base and pavement before placing any material. Placing of material on the underlying surface constitutes acceptance by the granular base contractor of the underlying materials. B. Proof roll subgrade as required by INDOT, paragraph 207.02. C. Clean all foreign substances from subgrade prior to placing any material. 3.2 WEATHER LIMITATIONS A. Do not place material when weather conditions will affect quality of finished course. Do not place materials on a frozen or muddy subgrade. 3.3 PLACING AGGREGATE A. Spread material so that the total compacted thickness is as shown on the drawings. Do not exceed the allowable compacted depth of lift as established by INDOT, paragraph 303.07. B. Compact base course with a minimum 10 ton roller to 95% of maximum dry density as determined by ASTM D698. C. Perform hand tamping in areas inaccessible to mechanized compaction equipment. D. Place earth or other approved materials along the edges of the base course so that at least one foot of the shoulder is rolled and compacted simultaneously with the rolling and compacting of each base course layer. GRANULAR BASE COURSE CONTINUED 3. PART 3 - EXECUTION 3.3 PLACING AGGREGATE E. Add materials and water as necessary to achieve the required consistency and degree of compaction. F. Correct any surface deficiencies more than 1/2" measured as described in paragraph "QUALITY ASSURANCE ". Correct by loosening, adding or removing material, and reshaping and recompacting. ASPHALTIC CONCRETE PAVING 1. PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Provide bituminous aggregate mix paving work as shown. 1.2 QUALITY ASSURANCE A. Perform bituminous paving work in compliance with applicable requirements of governing authorities having jurisdiction. 1.3 JOB CONDITIONS A. Apply tack coat when ambient temperature is above 50 degrees F. (10 degrees C), and when temperature has not been below 35 degrees F. (1 degree C) for 12 hours immediately prior to application. Do not apply when base is wet or contains excess moisture. B. Construct bituminous aggregate mix surface course when atmospheric temperature is above 40 degrees F. (4 degrees C), and when binder is dry. Binder course may be placed when air temperature is above 30 degrees F. ( -1 degree C) and rising. C. Establish and maintain required lines and elevations. 2. PART 2 - PRODUCTS 2.1 MATERIALS A. Indiana Department of Transportation ( INDOT) standard specifications, latest edition. 3. PART 3 - EXECUTION 3.1 SURFACE PREPARATION A. Remove loose material from compacted subbase surface immediately before applying asphalt paving. 1. Proof roll subgrade surface to check for unstable areas requiring additional compaction. 2. Notify owner of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to install aggregate base material. B. Apply tack coat to contact surfaces of previously constructed asphalt and surfaces abutting or projecting onto asphalt or concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of surface. 3.2 PLACING THE MIX A. Conform to INDOT standard specifications for placement and compaction. 3.3 WARRANTY A. Warranty completed work for one year from date of acceptance. B. Repair or replace any pavement failure other than that due to normal wear and tear or abuse during warranty period. CONCRETE PAVING 1. PART 1 - GENERAL 1.1 SECTION INCLUDES A. Concrete sidewalks, curbs, gutters, stoops, and drives. 1.2 REFERENCES A. ASTM C33 - concrete aggregates. B. ACI 301 - specifications for structural concrete for buildings; American Concrete Institute. C. ACI 305 - hot weather concreting. D. ACI 306 - cold weather concreting. E. ASTM C94 - ready mixed concrete. F. ASTM C309 - standard specification for liquid membrane - forming compounds for curing concrete. 1.3 QUALITY ASSURANCE A. Perform work in accordance with ACI. B. Obtain cementitious materials from same source throughout. C. Conform to requirements of testing agency. D. Comply to local codes and specifications for work within the Right - Of -Way. 1.4 ENVIRONMENTAL REQUIREMENTS A. Do not place concrete when base surface temperature is less than 40 degrees F, or surface is wet or frozen. 2. PART 2 - PRODUCTS 2.1 FORM MATERIALS A. Form materials: conform to ACI 301. B. Joint filler: 1. Preformed; non - extruding bituminous type (ASTM D 1751) or sponge rubber or cork (ASTM D1752). 2. Thickness: 1/2 inch, or as shown on drawings. 2.2 REINFORCEMENT A. Reinforcing steel: ASTM A615, 60KS1 yield, deformed billet steel, uncoated finish. B. Wire fabric: plain -type, welded steel wire, ASTM A185, uncoated finish. C. Tie wire: annealed steel, minimum 16 gage. 2.3 CONCRETE MATERIALS A. Cement: ASTM C150, normal Type I, portland cement, gray color. B. Fine and coarse aggregates: ASTM C33. C. Water: clean and not detrimental to concrete. D. Fiber additive: virgin nylon fibers, 3/4 inch length, nycon by Nycon Inc. or forta nylon by Forta Corporation, added at the batch plant at 1 lb. per cu. yd. of concrete. 2.4 ACCESSORIES A. Curing compound: ASTM C309, Type I, Class A. B. Paving joint sealer: one part, self - leveling, polyurethane. 2.5 CONCRETE MIX DESIGN A. General: design mix for the least amount of water consistent with workability and finishing requirements. Do not exceed 4" slump. B. Mix concrete in accordance with ASTM C94. C. Mix proportions (Class S concrete): 1. Minimum cement content per cubic yard of concrete. A) 6 bags (564 pounds) for 4000 psi concrete. 2. Proportion the fine aggregate between a minimum of 35% and a maximum of 45% of the total aggregate weight and utilizing the maximum amount of coarse aggregate within these limits that is consistent with the desired workability. 3. Coarse aggregate: crushed limestone. 4. Air content: 5% - 7% 5. Maximum water /cement ratio: 0.45. 6. Twenty -eight day compressive strength: 4000 psi. D. Use accelerating admixtures in cold weather only when approved by architect/engineer., Use of admixtures will not relax cold weather placement requirements. E. Use set - retarding admixtures during hot weather only when approved by architect/engineer. F. Add air - entraining agent to concrete mix for concrete work exposed to exterior. G. Use water reducing admixtures to achieve water /cement ratios and maintain workability. 2.6 ADMIXTURES A. Air entrainment: ASTM C260 B. Chemical admixture: ASTM C494 C. Prohibited admixtures: calcium chloride, thiocyanates, or admixtures containing more than 0.05% chloride ions. CONCRETE PAVING CONTINUED ST 3. PART 3 - EXECUTION 2. 3.1 EXAMINATION A. Verify compacted subgrade is acceptable and ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. 3.2 PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. 3.3 FORMING A. Place and secure forms to correct location, dimension, profile, and gradient. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. C. Place joint filler vertical in position, in straight lines. Secure to formwork during concrete placement. 3.4 REINFORCEMENT A. Place reinforcement as indicated. B. Interrupt reinforcement at expansion joints. C. Provide doweled joints at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement. 3.5 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Concrete for curbing may be placed using the slip form technique. C. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. D. Place concrete continuously over the full width of the panel and between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. E. Consolidate by vibration, spading or rodding so that concrete is thoroughly worked around reinforcement and embedded items, eliminating all air or stone pockets. 3.6 JOINTS A. Align curb, gutter, and sidewalk joints. B. Place joint filler to separate paving from vertical surfaces and other components. Recess top of filler 1/2 inch for sealant placement. C. Saw cut contraction joints 1/8 inch wide at an optimum time after finishing. Cut 1/4 into depth of slab. Saw cut joints shall only be used for drive and curbs. D. Space joints in accordance with the following table and as indicated on plans. MAXIMUM SPACING FOR PAVEMENT TYPE: JOINT TYPE DRIVES, PARKING SIDEWALKS CURBS Control 15' 8' 10' Expansion 80' or as indicated 48' 80' and at on the drawings all returns Longitudinal 12' or construction -- 3.7 FINISHING A. Stoop paving: light broom. B. Sidewalk paving: light broom, 1/8 inch radii with troweled 3 joint edges. C. Curbs and gutters: light broom. D. Inclined vehicular ramps: broomed perpendicular to slope. E. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. 3.8 TOLERANCES A. Maximum variation from true elevation: 1/2 inch. B. Maximum variation from designated thickness: 1/4 inch. 3.9 PROTECTION A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury. B. Do not permit pedestrian traffic over pavement for 7 days minimum after finishing, or longer as required to prevent damage. ROADWAY AND PAVING MARKING 1. PART 1 - GENERAL 1.1 WORK INCLUDED A. Mark parking spaces. B. Islands and handicapped aisles. C. Stop bars and directional arrows. 1.2 RELATED WORK A. Asphaltic concrete paving. B. Portland cement concrete paving. 1.3 SUBMITTALS A. Submit paint product data under provisions of division 1. 2. PART 2 - PRODUCTS 2.1 MATERIALS A. Paint: quick drying yellow, white and blue paint conforming to Indiana Department of Transportation standard specifications section 909.05. B. Thermoplastic markings: Indiana Department of Transportation standard specifications section 913.14(B)1. 3. PART 3 - EXECUTION 3.1 PREPARATION A. Allow asphaltic concrete pavement to cure for at least 1 week. B. Clean surface of dirt, grease, oil, acid, or any foreign matter. 3.2 INSTALLATION A. Delineate parking spaces by lines parallel to length and one line at forward end as indicated on the drawings. Adjacent spaces may share a common line. End and side lines are not required at pavement edges. B. Pressure spray line 4" wide with true and even edges. Apply paint at rate of 300 lineal feet of line per gallon of paint. C. Paint handicapped symbols in center of parking space. Symbol shall be the international symbol of accessibility in accordance with ANSI A117.1. D. Mark islands and handicapped aisles with 4" wide stripes at 2' on center. E. Apply thermoplastic markings in accordance with INDOT section 808.06(b)1. STORM SEWER SYSTEMS 1. PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Storm drainage includes but is not necessarily limited to furnishing all labor, materials and equipment necessary for the complete installation of storm sewers, subsurface drainage, and appurtenances in accordance with this section and applicable drawings. 1.2 QUALITY ASSURANCE A. Comply with the geotechnical engineer and testing agency construction inspection requirements. B. Comply with applicable local ordinances and standards. C. The Indiana Department of Transportation ( INDOT) standard specifications apply to this section and to the construction drawings. ORM SEWER SYSTEMS CONTINUED PART 2 - PRODUCTS 2.1 PIPING A. Reinforced concrete pipe and fittings 1. Reinforced concrete pipe shall conform to ASTM C -76, Class III, wall B for gasketed joints. The pipe and fittings shall be of the minimum strength designated herein or higher strength as required by the plans or special provisions. Gaskets shall be rubber and shall conform to ASTM C-443. B. Subsurface drainage pipe 1. Single- walled corrugated, perforated polyethylene tubing and fittings in accordance with ASTM F -405 for swale underdrains. 2. Double- walled corrugated, perforated polyethylene pipe with a smooth interior and fittings in accordance with ASTM F -667 or polyvinyl chloride (PVC) perforated pipe and fittings in accordance with ASTM D2729 for pavement underdrains. C. Polyvinyl chloride (PVC) pipe 1. ASTM D3034, SDR35, Type PSM, polyvinyl chloride pipe, bell and spigot, gasketed joints. 2.2 MANHOLES A. Precast concrete manholes manufactured, tested, and marked in accordance with ASTM C -478 constructed with separate base and riser sections. B. Lid and frame: heavy duty cast iron construction, removable lid, "storm sewer" in 2" high letters cast in lid, NEENAH or approved equal, model number as shown on plans. 2.3 CATCH BASINS A. All catch basins are to be precast sections constructed of reinforced concrete as specified in ASTM C-478. B. Catch basin bedding material shall be natural sand or crushed sand compacted to 95% proctor density. C. Casting and frame: two piece, heavy duty cast iron construction, NEENAH or approved equal, model number as shown on plans. 2.4 END SECTIONS A. Precast, reinforced concrete, flared, sized to fit pipe, INDOT standard sheet ME -2. PART 3 - EXECUTION 3.1 INSTALLATION OF PIPE A. All pipe shall be protected during installation against shock and free fall, and shall be installed without cracking, chipping, breaking or bending. Damaged pipe materials shall be replaced. B. Maximum deviation from plan line or grade of any pipe after installation and backfilling shall not be greater than 0.1 foot. All pipe shall have a continuous slope free from depressions. Contractor shall establish such grade control devices as are necessary to maintain the above tolerances. C. The laying of pipe in finished trenches shall commence at the lowest point and be installed with the bell end facing upgrade. All pipe shall be laid with ends abutting and true to line and grade. The pipe shall be carefully centered so that when laid they will form a sewer with uniform invert. D. Where a minimum horizontal separation distance of ten feet, from outside of pipe to outside of pipe, or a vertical crossing separation distance of 18 inches, outside of pipe to outside of pipe cannot be maintained between sewers and water lines, the sewer pipe shall be water works grade ductile iron with mechanical joints. At vertical crossing locations, both the sewer and the water line pipes shall be installed with the pipe joints equidistant and as far as possible from the crossing location. Where ductile iron pipe is required, because the minimum separation distances cannot be achieved, the sewer shall be pressure tested to ensure water tightness prior to backfilling. E. The class of bedding required shall be as indicated on the plans. Bedding shall be rodded, spaded and compacted as necessary to provide uniform and continuous support for the pipe. 3.2 JOINTING OF PIPE A. Preparatory to making pipe joints, all surfaces of the portions of the pipe to be joined shall be clean and dry. Install pipe in accordance with manufacturer's instructions. B. Openings in structures for piping shall be either cast into structure or cut with a core drill or mechanical saw. Breaking holes into structure will not be permitted. C. Pipe connections to structures shall be cut parallel with the inside face of the structure for plain walls. For curved wall structures, the pipes should be connected parallel with the spring line of the structure. Projection of the pipe beyond the inside face shall not exceed 1 inch. All connections shall be grouted inside and outside the structure to seal the joint. 3.3 INSTALLATION OF CATCH BASINS A. Castings shall be installed according to accepted construction practice and procedure. All joints of catch basins and pipe connections shall be properly mortared. B. Mortar shall be composed of one (1) part portland cement, ten (1 0) percent hydrated lime, and two (2) parts sand by volume, with a sufficient quantity of water to form a plastic mortar. C. All structures are to be installed plumb with level tops and maintained in such condition during backfill and compacting. D. All structure castings must be brought to finish grade at the completion of earthwork and before seeding commences. Install adjusting rings where required to meet grade, not to exceed 12" in total height. 3.4 CLEANUP A. Clear interior of piping of dirt and other superfluous material as work progress. Maintain swab or drain in line and pull past each joint as it is completed. B. In large, accessible piping, brushes and brooms may be used for cleaning. C. Flush lines between manholes if required to remove collected debris. Remove loose grout and concrete from structures. SANITARY SEWER SYSTEMS 1. PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Sanitary sewerage includes but is not necessarily limited to furnishing all labor, materials and equipment necessary for the complete installation of sanitary sewers and appurtenances in accordance with this section and applicable drawings. 1.2 QUALITY ASSURANCE A. Comply with the local sewer utility, the Indiana Department of Health and the Indiana Department of Environmental Management regulations regarding sanitary sewer construction and construction inspection requirements. B. Comply with the geotechnical engineer and testing agency construction inspection requirements. SANITARY SEWER SYSTEMS CONTINUED Comply also with Clay Twp. Waste 2. PART 2 - PRODUCTS District specifications. 2.1 PIPES AND PIPE FITTINGS , A. Poly Vinyl Chloride pipe (P.V.C.): ANSI /ASTM D 3034, Type PSM, ££ SDR 35 with bell and spigot joints complying with ASTM D3212 - . -- using elastomeric seals complying with ASTM F477. B• General: furnish ells, tees, wyes, couplings, increasers, crosses, transitions T F and end caps of same type and class of material as pipe, or of material having equal or superior physical and chemical properties as acceptable - to the material as noted herein or on the plans. Fittings shall be SDR 26. CONSULTING ENGINEER S 2.2 CONCRETE MANHOLES A. General: provide precast concrete manhole sections and adjusting Ter Horst, Lamson & Fisk, Inc. rings complying with ANSI /ASTM C478, sized as indicated. 8675 PURDUE ROAD B. Manholes: Indianapolis IN 46268 1. Sanitary precast manhole shall be constructed with the base P ' and the first riser section as one complete precast unit. Phone: 317 - 334 -1500 2. All joints between precast manhole elements shall be made with an Fax: 317- 334 -1552 approved rubber gasket in accordance with ASTM C -443, or two rows of 1/2 inch diameter nonasphaltic mastic (KENT SEAL or ` approved equal) conforming to AASHTO M -198 and federal - -R- specifications SS- 521 -A. f , - -• 3. Manhole bases, inverts and flow channels, bench walls shall be conform to local standards. L A I F I TM E S S 4. Pipe to manhole connections shall be with resilient waterproof connectors conforming to ASTM C923. 2.3 ADJUSTING RINGS A. No brick or block shall be used in the construction of a manhole or to adjust �� the elevation of the frame and cover. Final adjustments in elevation of the Q� ��O frame and cover shall be accomplished by the use of precast concrete !'�,t NG adjusting rings conforming to ASTM C -478. A watertight seal shall be `� �V �15 provided between the cone and riser ring, each adjoining riser ring, and riser O ring and casting by the use of two rows of 1/2 inch extrudable preformed �� �G gasket material. Total height of adjusting rings shall not exceed 12 inches. `O 2.4 CLEANOUTS 0� _`O A. General: provide as indicated, pipe extension to grade with ferrule and `_ countersunk cleanout plug. 2.5 CASTING, FRAME AND COVER Certified By: A. The frame and cover shall be either NEENAH FOUNDRY company or EAST JORDAN IRON WORKS with machined bearing surface, self - sealing gasket lid, and concealed pickhole. W 1. Covers shall have the words "SANITARY SEWER" cast in letters two (2) c inches in height. 2.6 BEDDING AND COVER MATERIALS A. Pipe bedding material: Indiana Department of Transportation coarse aggregate size no. 8 crushed limestone or gravel installed a minimum of four inches below the pipe, a minimum of nine inches on each side V) of the pipe, and a minimum of twelve inches above the pipe. Z O B. Pipe cover material: as specified in earthwork section. O P: V) CL 3. PART 3 - EXECUTION � it 3.1 TRENCHING IX N w A. See earthwork section for additional requirements. 0 B. Hand trim excavation for accurate placement of pipe to elevations indicated. 3.2 INSTALLATION OF PIPE AND PIPE FITTINGS A. General 1. Install piping in accordance with the specifications and requirements of the governing authorities except where more stringent requirements are indicated. 2. Lay piping beginning at the low point of a system, true to J lines and grades indicated with unbroken continuity of invert. 9 a Q 3. Place bell ends or groove end of piping facing upstream. 4. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other •: >- 6 special installation requirements. o M r-- m . m Z M o 5. Where vertical clearance between two pipes is less than one �.. I N m z m m z foot, a concrete saddle shall be placed as a buffer between m o .. N rn 3 them. After backfill for the lower pipe has been placed and 'p N o CO �V) v s compacted to a point halfway up the pipe, place concrete in CL 0 0 0 U the trench and between the pipes to a point at least 4 inches above the top of the lower pipe. The saddle shall extend the full width of the trench and a minimum of 8 inches on each side of the crossing pipe. B . Plastic pipe: install plastic piping in accordance with pipe W manufacturer's installation recommendations, and in accordance with ASTM D2321. ;::t C. Cleaning piping: clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. �e D. Joint adapters: make joints between different types of pipe with V standard manufactured adapters and fittings intended for that use. V O E. Where a minimum horizontal separation distance of ten feet, from outside of pipe to outside of pipe, or a vertical crossing separation distance of 18 U10 =J inches, outside of pipe to outside of pipe, cannot be maintained between 0 _M sewers and water lines, the sanitary sewer pipe shall be waterworks grade ductile iron with mechanical joints. At vertical crossing locations, both the J sanitary sewer and the water line pipes shall be installed with the pipe joints �e W equidistant and as far as possible from the crossing location. Where ductile q P 9 o W iron pipe is required, because the minimum separation distances cannot be achieved, the sewer shall be pressure tested to ensure water tightness prior < Q to backfilling. 0. V 3.3 STRUCTURES A. Precast concrete manholes: install precast concrete manholes at locations - shown in the drawings and in accordance with the construction details. Set O tops of frames and covers flush with finish surface, unless otherwise F indicated. B. Free drop in manhole shall not exceed 24 inches, from invert of inlet to top U) of floor of flow channels. Construct drop manhole if freedrop is greater than LU 24 inches. C. Manhole joints shall be wrapped with butyl rubber coating to 3" above and 3: below each joint. Applied in accordance with manufacturer's recommendations. Internal chimney seal by Cretext or NPC shall be furnished. 3.4 CONNECTIONS A. Make connections between piping and to structures, in accordance with the drawings. Maintain positive grade through all such connections. Title: 1 Use commercially manufactured wyes for branch connections. 2. Prevent water and debris from entering existing sewers at new CONSTRUCTION connection locations. . 3.5 FIELD QUALITY CONTROL SPECIFICATIONS A. If tests indicate work does not meet specified requirements, remove work, replace and retest at no cost to owner. B. Infiltration test: provide infiltration or exfiltration tests or low pressure air tests. C. Deflection test: provide mandrel test for PVC pipe. D. Manhole test: vacuum test per utility specifications. Sheet No.: WATER DISTRIBUTION SYSTEMS 1. PART 1 - GENERAL 1.1 SECTION INCLUDES A. Pipe and fittings for site water lines including private water mains, domestic water lines, and fire protection water lines. B. Valves and fire hydrants 1.2 QUALITY ASSURANCE A. Perform work in accordance with local water utility requirements, Indiana Department of Environmental Management (IDEM) Regulations, and American Water Works Association (AWWA) specifications. B. Perform work in accordance with the "TEN STATES" recommended standards for water works. C. Conform with local fire department regulations pertaining to hydrants, hose threading and location of fire protection devices. 1.3 PROJECT CONDITIONS A. Where a minimum horizontal separation distance of ten feet, from outside of pipe to outside of pipe, or a vertical crossing separation distance of 18 inches, outside of pipe to outside of pipe cannot be maintained between sewers and waterlines, the sewer pipe shall be constructed with waterworks grade ductile iron with mechanical joints. Where the sanitary sewer line and grade is fixed and cannot be altered; the existing and proposed water line locations shall be adjusted between the connection locations and in accordance with the minimum cover requirements to comply with the cited minimum separation distance requirements relative to the sewer. Coordinate this work with the sewer installation, with the owner, and with the engineer. 2. PART 2 - PRODUCTS 2.1 WATER PIPE A. Ductile Iron Pipe: AWWA C151; Class 51 for 3" and 4" pipe, Class 50 for 6" and larger. 1 . Fittings: ductile iron, standard thickness. 2. Joints: AWWA C111, rubber gasket with rods. 3. Lining: AWWA C104 cement mortar. B. Copper tubing: ASTM B88, Type K, annealed: 1. Fittings: ASME B16.18, cast copper, or ASME 816.22, wrought copper. 2. Joints: compression connection or AWS A5.8, BCUP silver braze. C. Plastic pipe: AWWA C900, Class 150 bell and spigot, gasketed joints. 2.2 VALVES A. Valves: manufacturer's name and pressure rating marked on valve body. B. Gate valves up to 3 inches: 1. Brass or bronze body, non - rising stem, inside screw, single wedge or disc, compression ends, with control rod, post indicator, valve key, and extension box. C. Gate valves 3 inches and over: 1. AWWA C500, iron body, bronze trim, non -rising stem with square nut, single wedge, resilient seat, flanged ends, control rod, and valve key. 2. Valve box: cast iron, adjustable arch base with drop -in lid. 3. Post indicator valve in accordance with the local water utility and the local fire department requirements and specifications. 2.3 HYDRANTS A. Hydrants: as specified and required by the local water utility. B. Hose and steamer connection: match sizes required by local fire department. C. Finish: primer and two coats of enamel in color required by utility company. 2.4 BEDDING AND COVER MATERIALS A. Bedding: indiana department of transportation coarse aggregate size no. 8 crushed limestone or gravel installed a minimum of four inches below the pipe, a minimum of nine inches on each side of the pipe, and a minimum of twelve inches above the pipe. B. Cover: Indiana Department of Transportation "B" borrow for structure backfill mechanically compacted to 95 percent proctor density in six inch balanced lifts to pavement base course. 2.5 ACCESSORIES A. Concrete for thrust restraints: 3000 psi, 28 day strength, ready -mix concrete, bearing on undisturbed earth. 3. PART 3 - EXECUTION 3.1 TRENCHING A. See earthwork section for additional requirements. B. Form and place concrete for pipe thrust restraints at each change of pipe direction. Place concrete to permit full access bearing on subsoil for 6 -inch and 8 -inch pipes where angles turned are 45 degrees or greater. C. Backfill around sides and to top of pipe with cover fill, tamp in place and compact, then complete backfilling. 3.2 INSTALLATION - PIPE A. Maintain separation of water main from sewer piping in accordance with ten state standards for water works and for wastewater facilities. B. Establish elevations of buried piping to ensure not less than 4.5 ft of cover, or as indicated on plans. C. Install ductile iron piping and fittings to AWWA C600. Install plastic pipe in accordance with AWWA C605. 3.3 INSTALLATION - VALVES AND HYDRANTS A. Set valves on solid bearing. B. Center and plumb valve box over valve. Set box cover flush with finished grade. C. Set hydrants plumb; locate pumper nozzle perpendicular to and facing roadway. D. Set hydrants to grade, with lower flange not more than 3 inches above ground. E. Provide a drainage pit 36 inches square by 24 inches deep filled with 24 inches washed gravel. encase elbow of hydrant in gravel to 6 inches above drain opening. Do not connect drain opening to sewer. 3.4 INSTALLATION - MAIN CONNECTION A. Coordinate permits and the tapping of the main with the local water utility. Verify with the water utility regarding who makes the tap, and who provides the tapping valve, sleeve, and tapping saddles. B. Provide valve box and riser in accordance with the local water utility standards. Valve box cover to be installed flush with finished grade surface. 3.5 FIELD QUALITY CONTROL A. Pressure test pipe in accordance with local water utility requirements. B. If tests indicate work does not meet specified requirements, remove work, replace and retest at no cost to owner. 3.6 DISINFECTION A. Flush and disinfect water lines per local water utility requirements, or in accordance with awwa c651. SOIL PREPARATION 1. PART 1 - GENERAL 1.1 WORK INCLUDED A. Prepare seed and sod beds. B. Prepare topsoil backfill for trees and shrubs. 1.2 QUALITY ASSURANCE A. Work in this section shall be accomplished by a recognized landscape contractor with a minimum of three (3) years experience. 1.3 JOB CONDITIONS A. Do not work topsoil in a wet or frozen condition. B. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions or obstructions, notify architect before proceeding. 1.4 PROTECTION A. Protect existing and new structures, fences, roads, sidewalks, paving, curbs, and landscaping and other features remaining as final work. 2. Part 2 - PRODUCTS 2.1 FERTILIZER A. Fertilizer: provide common fertilizer with an n -p -k ratio of 12- 12 -12. Provide nitrogen in a form at least 50% of nitrogen to be derived from organic sources. 3. PART 3 - EXECUTION 3.1 SEED AND SOIL BED PREPARATION A. Scarify soil to a depth of 6 inches. Till to a smooth homogeneous mix. B. Eliminate rills and gullies. Remove all stones, rubble, sticks, wire, plant mass and debris over 2 inches in any dimension, as well as obvious quantities of small stone. C. Add additional topsoil and grade as necessary in areas of settlement and erosion, and as required to meet finish grade. D. Apply seed fertilizer and amendments at rates as follows: 1. Fertilizer a t 5 pounds r 1 r feet. p u s pe ,000 square E. Mix fertilizer and amendments thoroughly into top 3 inches of topsoil. F. Roll sod bed in two directions at right angles with roller weighing between 60 and 90 pounds per linear foot of roller. 3.2 PLANTING BED PREPARATION A. Scarify soil to a depth of 12 inches. till to a smooth homogeneous mix. B. Eliminate rills and gullies. remove all stones, rubble, sticks, wire, plant mass and debris over 2 inches in any dimension, as well as obvious quantities of small stone. C. Add additional topsoil and grade as necessary in areas of settlement and erosion, and as required to meet finish grade. D. Apply fertilizer and amendments at rates as follows: 1. Humus to a depth of 2 inches. E. Mix fertilizer and amendments thoroughly into top 8 inches of topsoil. 3.3 TREE AND SHRUB TOPSOIL BACKFILL A. Secure area on site where topsoil and amendments can be mixed and stored for use by contractor. B. Break up topsoil and remove all stones, rubble, sticks, wire, plant mass and debris over 2 inches in any dimension. C. Apply specified amendments and mix to a smooth homogeneous mix. D. Apply amendments at rates as follows: 1. Humus at a ratio of 1 part humus to 3 parts topsoil. E. Stockpiled topsoil backfill not to exceed 8 feet height. 3.4 RESTORATION A. Restore existing and new structures, fences, roads, sidewalks, paving, curbs, and landscaping damaged during execution of work of this section, as approved by the architect/engineer. B. During work, keep surfaces clean and work area in an orderly condition. 3.5 TOLERANCES A. Topsoil in areas to receive lawn: plus or minus 1/2 inch. B. Hold topsoil adjacent walks, curbs, and pavement in areas to be seeded to 1/2 inch below. C. Hold topsoil adjacent walks, curbs, and pavement in areas to be sodded to 2 inches below. D. Hold topsoil adjacent walks, curbs, and pavement in planting beds to be mulched to 4 inches below. SEEDING 1. PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Provide seeding to areas disturbed by the earthwork. This includes any temporary seeding required for erosion control measures as shown on the design documents. B . Excavation requirements are not included as part of this specification. See earthwork section. 1.2 QUALITY ASSURANCE A. To protect the seeded areas, erect barricades and warning signs to protect seeded areas from traffic until grass is established. 1.3 JOB CONDITIONS A. Proceed with and complete seeding as rapidly as portions of site become available, working within the seasonal limitations. B. Determine location of all underground utilities and perform work to avoid possible damage. If required, hand work should be used to prepare the Soil for seeding operations. All grade stakes should be maintained until directed by the owner for removal. 2. PART 2 - PRODUCTS 2.1 MATERIALS A. The mix shall be as indicated on the plans. Temporary seeding for erosion control shall follow the guidelines as set forth on the construction plans. B. Erosion control mulch shall be provided. 1. Mulch shall be oat or wheat straw, reasonably free from weeds, foreign matter, and in dry condition. 2. Hydromulch for seeded slurry shall be wood or wood cellulose fiber dyed green, free of growth or germination inhibiting ingredients. 3. Erosion control blanket shall be as manufactured by North American Green, or approved equal. SEEDING CONTINUED 3. PART 3 - EXECUTION 3.1 PREPARATION A. Preparation for planting lawns. 1. Fine grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll rake and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. 2. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 3. Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. B. Preparation of unchanged grades: 1. Where lawns are to be planted in areas that have not been altered or disturbed by excavating, grading, or stripping operations, prepare soil for lawn planting as follows: till to a depth of not less than 6 "; apply soil amendments and initial fertilizers as specified; remove high areas and fill in depressions; till soil to a homogenous mixture of fine texture, free of lumps, clods, stones, roots and other extraneous matter. 2. Prior to preparation of unchanged areas, remove existing grass, vegetation and turf. Dispose of such material outside of per owner's direction; do not turn over into soil being prepared for lawns. SODDING CONTINUED 1. PART 1 - GENERAL 1.7 SEQUENCING AND SCHEDULING A. Coordinate the work of this section with installation of underground utilities, irrigation system, and remainder of site work. B. Coordinate any pesticide application with the owner. Notify the owner three (3) days before any pesticide application. 1.8 WARRANTY AND MAINTENANCE A. Warranty: provide a lush, well rooted, pest ree, full lawn with no edges or weeds. When the lawn is established, contact the architect/engineer to document the date of substantial completion in writing. B. Maintenance: maintain sod to date of substantial completion. C. Substantial completion: time at which grass is in a vigorous growing condition with no brown pads or edges, nor more than 1 weed per square yard, and pads are sufficiently rooted where they cannot be pulled up by grasping midpad with two hands.. 2. PART 2 - PRODUCTS 2.1 SOD A. Grade: certified grade cultivated grass sod; of bluegrass mixture. B. Thickness of cut: sod shall be machine cut at a uniform soil thickness of 5/8 inch, plus or minus 1/4 inch, at the time of cutting. measurement for thickness shall exclude top growth and thatch. C. Pad size: individual pieces of sod shall be cut to the suppliers standard width and length. D. Moisture content: sod shall not be harvested or transplanted when moisture content (excessively dry or wet) may adversely affect its 3.2 SEEDING NEW LAWNS survival. A. Do not use wet seed or seed which is moldy or otherwise damaged in E. Thatch: sod shall be relatively free of thatch, up to 1/2" allowable transit or storage. (uncompressed). B. Sow seed using a spreader or seeding machine. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. C. Rake seed lightly into top 1/8" of soil, roll lightly, and water with a fine spray. D. Protect seeded areas against erosion by applying mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1 -1/2" loose measurement over seeded areas. E. Anchor straw mulch by spraying with asphalt emulsion at the rate of 10 to 13 gallons per 1000 sq. ft. take precautions to prevent damage or staining Of new construction or other plantings adjacent to mulched areas. F. Hydroseeding: mix specified seed, fertilizer, and fiber mulch in water, using equipment specifically designed for hydroseed a pp lication. Contin ue mixing until uniformly blended into homogenous slurry suitable for hydraulic application. 1. Mix slurry with nonasphaltic tackifier. 3 2. Apply slurry uniformly to all areas to be seeded in a 1 -step process. Apply mulch at the minimum rate of 1500 lb. per acre dry weight but not less than the rate required to obtain specified seed - sowing rate. 3.3 MAINTENANCE A. Maintain areas immediately after seeding until final inspection by owner. B. Maintain lawns by watering, fertilizing, weeding and other operations (such as rolling, regrading, or replanting) as required to establish a smooth, acceptable lawn, free of eroded or bare areas. C. Keep soils moist during the seed germination period. Supplement rainfall to produce a total of one inch per week of water being applied over the entire seeded area after germination. D. Reseed and mulch area larger than 1 square foot not having a uniform stand of grass. (A stand of turf is defined as 95% ground cover.) E . Maintain all parts of this specification for not less than the period stated below, and longer as required to establish an acceptable lawn. 1. Seeded lawns not less than 60 days after substantial completion of other construction activities. If seeded in the fall and not given the full 60 days of maintenance, or if not considered acceptable at that time, continue maintenance the following spring until an acceptable lawn is established. 3.4 CLEANUP AND PROTECTION A. During seeding work, keep pavements clean and work area in an orderly condition. Remove all trash and excess materials from the project site. Remove barriers and signs from project site after final inspection, if applicable. B. Protect seeded areas and materials from damage due to seeding operations and operations by other contractors. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged work as directed. 3.5 INSPECTION AND ACCEPTANCE A. When work is completed, including maintenance, owner will upon request, make an inspection to determine acceptability. 1. Landscape work may be inspected for acceptance in parts agreeable to owner, provided work offered for inspection is complete, including maintenance. B. Where inspected work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by owner and found to be acceptable. SODDING 1. PART 1 - GENERAL 1.1 WORK INCLUDED A. Sodding. B. Sod protection on slopes and swales. C. Maintain sodded areas until the date of substantial completion. 1.2 QUALITY ASSURANCE A. Work in this section shall be accomplished by a recognized landscape contractor with a minimum of 3 years experience. B. Pesticides shall be applied by an individual licensed by the state and shall conform to all local ordinances. 1.3 DELIVERY, STORAGE, AND HANDLING A. Deliver sod on covered pallets in rolls. protect exposed roots from dehydration. Do not deliver more sod than can be laid on delivery date. B. Uncovered and dried -out sod will be rejected upon arrival. 1.4 JOB CONDITIONS A. Proceed with and complete work as rapidly as portions of site become available, working within seasonal limitations. B. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. C. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify architect/engineer before proceeding. D. Unless otherwise approved by architect/engineer, install sod after trees, shrubs and ground cover. 1.5 PROTECTION A. Protect landscaping and other features remaining as final work. B. Protect existing structures, fences, roads, sidewalks, paving and curbs. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not sod when ambient temperatures are below 35 degrees f. or above 90 degrees f. B. Do not sod in muddy conditions. C. Sodding season: 1. March 1 to december 1. F. Diseases, nematodes, and insects: sod shall be reasonably free of diseases, nematodes and soil -borne insects. G. Weeds: 1. Sod shall be free of objectionable grassy and broad leaf weeds. Sod shall be considered free of such weeds if less than 5 such plants are found per 100 sq. ft. or area. H. Delivered within eight (8) hours of cut from the nursery field. 2.3 ACCESSORIES A. Wooden pegs: of sufficient size and length to ensure satisfactory anchorage of sod on slopes. B. Water: clean, fresh, and free of substances or matter which would inhibit vigorous growth of grass. C. Warning cords and stakes: 1" x 1" timbers, 30" long. Heavy outdoor cording. Bright plastic tape. PART 3 - EXECUTION 3.1 SOD BED PREPARATION A. Verify work in soil preparation section has been completed. B. Rake soil lightly to break up any surface crust. Lightly water soil to provide moist soil for sod. 3.2 LAYING SOD A. Lay sod immediately after delivery to prevent deterioration. B. Lay first row of sod in a straight line with subsequent rows placed parallel to and tightly against each other. C. Lateral joints shall be staggered to promote more uniform growth and strength. D. Insure that the sod is not stretched or overlapped and that all joints are butted tight. E. On 3:1 or greater slopes and in swales, lay sod with staggered joints and secured by pegging. Peg at time of installation F. Immediately water sodded areas after installation. Water in sufficient amounts to saturate sod and upper 4 inches of soil. G. After sod and soil have dried sufficiently to prevent damage, roll sodded areas with roller weighing 60 to 90 pounds per linear foot of roller. H. Warning cords: 1. Install warning cords immediately after installation of sod where indicated on drawings. 2. Drive stakes 12" into the ground, along the perimeter of the sod; string cord from stake to stake. Securely tie at each stake. 3. Tie a piece of brightly colored plastic tape to the chord every thirty -six (36 ") inches. 3.3 MAINTENANCE A. Begin maintenance immediately after planting. B. Mow grass to a minimum height of 3 inches. Mow at regular intervals as required when grass reaches 4 inches in height. Neatly trim edges and hand clip where necessary. Immediately remove heavy clippings after mowing and trimming. Sweep or blow clippings which fall on any pavement or walks. C. Water when required and in sufficient quantity to supplement natural rainfall to a depth of 1 inch per week during growing season at a rate not to exceed 1/4 inch per hour. D. Roll when required to remove minor depressions or irregularities. E. Apply herbicides when weeds start developing, according to manufacturer's recommendations. Apply insecticides and fungicides as necessary to maintain plant vigor. F. Immediately repair or replace any areas which show deterioration or bare spots. G. Remove warning stakes and cords just before the date of substantial completion. H. Apply fertilizer just before the date of substantial completion at a rate recommended by manufacturer. 3.4 RESTORATION A. Restore pavement, concrete, grassed areas, planted areas, and structures damaged during execution of work of this section, as directed by the architect/engineer. B. During work, keep pavements clean and work area in an orderly condition. EES, SHRUBS, AND GROUNDCOVER T PART 1 - GENERAL 1 1.1 WORK INCLUDED A. Trees, shrubs and ground cover. B. Edging, weed fabric and surface finishes. C. Mulch, guying and staking. 1.2 REFERENCES A. "Horticultural Standards" of American Association of Nurserymen. 1.3 SUBMITTALS A. Submit product data on fertilizer, soil amendments, pesticides, edging and weed fabric. B. Submit 1 pound of each mulch and surface finish specified. 1.4 QUALITY ASSURANCE A. Nursery: company specializing in growing and cultivating the plants specified in this section with minimum three years documented experience. B. Work in this section shall be accomplished by a recognized landscape contractor with a minimum of 5 years experience. C. Provide for inspection of plants at nursery by landscape architect to verify and tag acceptable plants. Contact the landscape architect a minimum of ten (10) days before delivery for inspection of plant material. D. At least one of each plant in variety of shrub and tree must be labeled with a securely attached waterproof tag bearing legible designation of botanical, common and variety names. E. Where formal arrangements or consecutive order of trees or shrubs are shown, provide stock of uniform height and spread. F. Pesticides shall be applied by an individual licensed by the state and shall conform to all local ordinances. 2 G. Stake locations for trees, shrubs, edging, site amenities and boundaries for ground cover and surface finishes. Secure landscape architect's approval on layout before digging holes and /or installing products spedified herin. Make adjustments as requested. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver products in waterproof containers showing weight, chemical analysis, and name of manufacturer. Damaged containers are aunacceptable. B. Protect plants until installation. Prevent deterioration, store plants in shaded area, heal in root balls and containers in mulch when plants are not planted within 4 hours. C. Plants will be rejected when the rootball has been broken, distrubed or damaged before and /or during installation. Also, plants that are damaged, misshaped, half dead, poorly pruned or unsightly will be rejected before and /or after installation. 1.6 JOB CONDITIONS A. Proceed with a complete work as rapidly as portions of site become available, working within seasonal limitations. Coordinate the work of this section with installation of underground utilities, irrigation system, and remainder of site work. B. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by 3 parties concerned. C. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify landscape architect/engineer before proceeding. D. Plants are to be installed before lawns unless otherwise approved by landscape architect. E. Protect landscaping and other features remaining as final work. Protect existing structures, fences, roads, sidewalks, paving and curbs. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not install plants when ambient temperatures are below 35 degrees F or above 90 degrees F. Do not install plants when wind velocity exceeds 30 mpd. Do not install plants in muddy soil conditions. REES, SHRUBS, AND GROUNDCOVER CONTINUED PART 1 - GENERAL CONTINUED B. PLANTING SEASON: 1. Deciduous trees and shrubs: A. March 15 to May 1. B. October 15 to December 1. 2. Evergreen trees and shrubs: A. April 15 to May 31. B. September 1 to October 1. 3. Groundcover (including perennials): A. May 15 to September 1. 1.8 WARRANTY, GUARANTEE, AND MAINTENANCE A. Warranty: provide a lush, vigorous, healthy, pest free landscape planting. Provide mulched, edged, weed -free beds and tree balls. Contact the architect/engineer for documentation of date of substantial completion in writing. B. Guarantee: guarantee trees, shrubs, and ground cover to grown and remain healthy for 1 year after date of substantial completion. At end of guarantee period, those trees, shrubs, and ground cover which are either dead, half dead, or otherwise are not showing signs of healthy growth, unless otherwise approved by architect, will be replaced with plants of same as shown on drawings. C. Maintenance: maintain plants to the date of substantial completion. Inspect plants at least once a week until date of substantial completion and perform needed maintenance promptly. PART 2 - PRODUCTS 2.1 TREES, SHRUBS, AND GROUND COVER A. Trees, shrubs, and ground cover: species and size as shown on drawings and grown in climatic and soil conditions similar to those in locality of the work. 2.2 AMENDMENTS A. Topsoil backfill: see soil preparation section. B. Pesticides: herbicides, insecticides, and fungicides as required to maintain plant vigor and visual quality of the installation. C. Water: clean, fresh and free of substances or matter which would inhibit vigorous plant growth. 2.3 MULCH, GUYING AND STAKING A. Shredded bark: premium grade "A" shredded hardwood bark free of growth or germination inhibiting ingredients,. B. Guying and staking: 1. Wrapping materials: paper specifically manufactured for tree wrapping purposes. ses Earth tone color. . 2. Guying stakes: steel, 7' long "t" posts, painted green. 3. Guying wire: non - corrosive, 17 gauge. 4. Turnbuckles: non - corrosive, 110 pound rating. 5. Plant protectors: green rubber hose over guying wire to protect plant stems, trunks, and branches. Color is to be uniform throughout project. PART 3 - EXECUTION 3.1 SITE PREPARATION A. Dig tree and shrub pits and remove excavated soil to area designated by architect. B. Scarify tree and shrub pit sides and bottom no less than 2 inches deeper. C. Saturate pits with water and allow to percolate out. If adverse drainage conditions are present, notify architect immediately before proceeding. 3.2 PLANTING - TREES AND SHRUBS A. Set trees and shrubs in center of plant pit on layer of compacted topsoil backfill. Adjust plant for best orientation and vertical. B. Remove all non - biodegradable root containers. Remove all binders from around root ball. Cut off top 1/3 of burlap from root ball. C. Backfill pits with topsoil backfill. Place mounded ring saucer of topsoil backfill around pit to form watering basin. D. Settle by firming and watering to proper level. Do not use saturated backfill. E. Flood pit with water once proper level of backfill has been accomplished. F. Remove all wires, ropes, cut burlap, and containers from project site. 3.3 PLANT GROUND COVER A. Plant ground cover in prepared beds. Set plants relative to surrounding grade and in pattern and spacing as shown on the drawings. B. Remove all non - biodegradable root containers. C. Settle by firming. Do not use saturated backfill. D. Water plants to a depth sufficient to saturate immediate area of plant. E. Remove all containers and debris from project site. 3.4 INSTALLATION OF ACCESSORIES A. Level and rake all areas to receive mulch and surface finishes before installation of materials. B. Apply pre - emergance herbicide too all tree and shrub pits, and planting beds before mulching. C. Install edging as detailed on drawings and as recommended by manufacturer. D. Install weed fabric shere shown on drawings. Install fabric as recommended by manufacturer. E. Apply mulch to all tree and shrub pits and to all beds as shown on drawings. F. Install surface finishes where shown on drawings. 3.5 TREE SUPPORT A. Install guying stakes in tree pits taking care to not hit the root ball. B. Wrap trunks of deciduous trees to first branch set. C. Brace trees horizontally with guying wires, plant protectors, and tumbuckles as detailed on drawings 3.6 MAINTENANCE A. Cultivate and weed plant beds and tree pits. B. Apply herbicides, insecticides and /or fungicides for weed control in accordance with manufacturer's insturctions. Remedy damage resulting from use. C. Irrigate sufficiently to saturate root system and maintain plant vigor. D. Immediately trim and prune, including removal of clippings, cross branching and dean or broken branches, and treatment of pruned areas or other wounds. Immediately replace any dead plants of same type as shown on drawings. E. Maintain wrapping, guys, tunbuckles, and stakes. Adjust turnbuckles to keep guy wires tight. Repair or replace accessories when required. F. Add additional topsoil and grade as necessary in areas of settlement and erosion, as required to meet finish grade. CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317- 334 -1500 Fax: 317- 334 -1552 y LAI FIT MESS. co ov: Gox 0 Certified By: 0 W Z Z 0 O 1 �_ N a_ > U LLJ IX () w 0 9 o a, Z C" U 0 .o 0 N :<2< - - __ M C1 C) +.- O �( v m D O .. m M � o C m v L D U Title: CONSTRUCTION SPECIFICATIONS Sheet No.: C•. J Q � U Ap O JAI m z � J � a v � O H CO W 3� Title: CONSTRUCTION SPECIFICATIONS Sheet No.: C•. J E) Tc GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO VERIFY ALL PLANT QUANTITIES PRIOR TO BIDDING. 2. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PEST & DISEASE, AND NORTHERN GROWN IN SIMILAR CLIMATIC CONDITIONS. 3. ALL PLANTS MUST BE CONTAINER -GROWN OR BALLED & BURLAPPED (B &B) AS INDICATED IN THE PLANT LIST. 4. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED & MEET ALL REQUIREMENTS SPECIFIED. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS SHOWN ARE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. 6. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT & THE OWNER BEFORE, DURING, AND AFTER INSTALLATION. 7. ALL PLANTS & PLANTING AREAS TO RECEIVE 3" MINIMUM OF SHREDDED HARDWOOD BARK MULCH (UNLESS OTHERWISE NOTED). MULCH SHALL BE UNIFORM IN TEXTURE AND COLOR. NO PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 8. ALL PLANTING BEDS SHALL HAVE PRE - EMERGENT HERBICIDE APPLIED AS PER MANUFACTURER'S RECOMMENDATION. 9. MULCH BEDS SHALL EXTEND A MINIMUM WIDTH OF TWO TIMES THE PLANT CROWN. 10. ALL PLANTING BEDS SHALL HAVE A TRENCH EDGE (SEE PLANTING DETAILS). 11. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES & SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY & ALL DAMAGE TO THE UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 12. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREA & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT & THE OWNER. 13. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS PER DIRECTION THE OWNER). 14. THE OWNER AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 15. THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL AND PLANT BED CONDITIONS PRIOR TO INSTALLATION. 16. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 17. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH THE SAME MATERIAL OF THE SAME SPECIES, QUALITY, SIZE, AND MEETING ALL PLANT LIST SPECIFICATIONS. 18. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS ONLY AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 19. ALL DISTURBED LAWN AREAS ARE TO BE ROTOTILLED, SEEDED AND STRAW MULCHED UNLESS OTHERWISE NOTED. IF THE SOIL WILL NOT ADEQUATELY SUPPORT GRASS, THEN SIX INCHES OF TOPSOIL SHALL BE ADDED. 20. SEED MIX: 25% "PARADE" KENTUCKY BLUEGRASS, 75% "PENNFINE REGAL" TURF TYPE PERENNIAL RYEGRASS 24. COORDINATE ALL SODDING, SEEDING, AND EROSION CONTRONL BLANKET AREAS WITH THE EROSION CONTROL PLAN SHEET. 21. ALL PERMITS AND FEES REQUIRED FOR WORK ARE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 22. PEATMOSS SHALL BE DOMESTIC OR IMPORTED AND APPROVED BY THE LANDSCAPE ARCHITECT. 23. TREE PLANTING SHALL CONSIST OF 75% APPROVED TOPSOIL AND 25% PEATMOSS. TOP LAYER OF BACKFILL TO CONSIST OF 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE WORKED INTO BACKFILL. PLANT SCHEDULE Quantity Code Botanical Name Common Name Size Comments 11 AG Acer griseum Paperbark Maple B & B 8' Dense, Upright Branching, Dark Green Foliage 15 LT Liriodendron tulipifera Tuliptree B & B 8' Dense, Upright Branching, Dark Green Foliage 15 OV Ostrya virginiana Hophombeam B & B 8' Dense, Upright Branching, Dark Green Foliage 12 PV Prunus virginiana'Canada Red Select' Canada Red Select Maple B & B 8' Dense, Upright Branching, Dark Green Foliage 18 TF Tilia x flavescens'Glenleven' Glenleven Hybrid Linden B&B 8' Dense, Upright Branching, Dark Green Foliage 18 TT Tilia tomentosa Silver Linden B & B 8' Dense, Upright Branching, Dark Green Foliage 27 ZS Zelkova serrata Japanese Zelkova B&B 8' Dense, Upright Branching, Dark Green Foliage 157 DG Deutzia gracilis Slender Deutzia 1 gal. Dense Branching, Dark Green Foliage 112 FG Fothergilla gardenii Dwarf Fothergilla 5 gal. Dense Branching, Dark Green Foliage 18 IV Itea virginica'Henry's Garnet' Henry's Garnet Sweetspire 3 gal. Dense Branching, Dark Green Foliage 42 PF Potenilla fruticosa'McKay's White' McKay's White Potenilla 2 gal. Dense Branching, Dark Green Foliage 110 SG Spirea x'Gold Mound' Gold Mound Spirea 3 gal. Dense Branching, Dark Green Foliage 161 SN Spirea nipponica'Snowmound' Snowmound Spirea 18 " -24" Dense Branching, Dark Green Foliage 52 TM Taxus x media'Densiformis' Dense Spreading Yew 18 " -24" Dense Branching, Dark Green Foliage 42 CA Calamagrostis x acutiflora'Overdam' Feather Reed Grass 5 gal. Full in pot. 53 PR Pen nisetum 'Redhead' Redhead Fountain Grass 5 gal. Full in pot. 48 HB Hemerocallis'Bitsy' Bitsy Yellow Daylily 1 gal. Plant 24" O.C., full in pot. 105 HR Hemerocallis'Rosy Returns' Rosy Returns Pink Daylily 1 gal. Plant 24" O.C., full in pot. KEY NOTES El El a a 0 LANDSCAPE PLAN SCALE: 1 "= 50' 50 0 50 100 150 -77177 7 AREA TO BE SODDED PER DETAIL D /L1.2 MULCH TREE RING. TYP. (SEE DETAIL A/1-1.2) MULCH BED AREA TO BE SEEDED. SEE EROSION CONTROL PLAN FOR BLANKET. TRENCH EDGE (SEE DETAIL C /L1.2) CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 WITHIN INDIANA 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Ter Horst, Lamson & Fisk, Inc. 8675 PURDUE ROAD Indianapolis, IN 46268 Phone: 317- 334 -1500 Fax: 317- 334 -1552 LAIFITNESS, Certified By: 0 ( Z 0 O V1 a.. > U W � W 5 Title: LANDSCAPE t Sheet No.: L1.1 Q Y � V � m z O rn °° a a m U Z rn o 0 F- y W m Cj °O 2 SO% m co 3 U p cV O V) D 4) mc CL 0 U Title: LANDSCAPE t Sheet No.: L1.1 Q Y � V � m z w � a a U Z 0 F- y W Title: LANDSCAPE t Sheet No.: L1.1 PLANTING SOIL — MIX TRENCH EDGE slo e ' ,I 1 I f UNDISTURBED SUBGRADE PLANTING PROCEDURE GROUNDCOVER (AS SPECIFIED ON PLAN) . MULCH (AS SPECIFIED) SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAKTHROUGH AND LOOSEN ALL "HARDPAN ". (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS AND MULCH. WATER THROUGHLY. GROUNDCOVER PLANTING DETAIL SCALE: NONE NOTE: ALL GROUNDCOVER BEDS SHALL BE PLANTED USING A TRIANGULAR PLANTING SCHEME. (SEE PLANT SCHEDULE FOR SPACING) FINISH GRADE NEW LAWN AREA PAVEMENT (TYPICAL) NOTE: INSTALL SOD SUCH THAT TOP SCARIFY BASE OF PLANT PIT WHEN OF SOIL & ROOT LAYER IS LEVEL WITH EXCAVATING PIT. BREAKTHROUGH TOP OF PAVEMENT & FINISH GRADE. AND LOOSEN ALL "HARDPAN ". p (REMOVE AS NECESSARY TO AM������ +`D�'����������6�����I���� FACILITATE DRAINAGE SOD (AS SPECIFIED) (/ yl,/X/N,��ZNsOs I —III / CULTIVATED SOIL / / / / \ I\ Q a ° ° ` \\ j '0 \ j \�0"j Vo i N x i // /\ '/ i/i / /// 00 10/, ° � r—° o O O O 0'a 11 111 -1 11E, -1 I I - 11 I I I_11 =_- I I -1 I -11 o 00,0,0 aQ o o � O ;111 —I 11 =1 I I- J; I I I UNDISTURBED SOIL -I I I =1 I I =1 11= I 1 1 1 -I 1 1 -I 1 1- — III II I�II�IIII� II1�11111-1 11111111 II11111111IIIII11III111III1111) CULTIVATE SOIL WITH ROTOTILLER TO A MINIMUM DEPTH OF 12 ". BREAK "HARDPAN" AND REMOVE TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. SODDING PROCEDURE 1. THE GENERAL CONTRACTOR WILL PROVIDE GRADES TO.10 OF A FOOT OF PROPOSED GRADES. 2. CULTIVATE ENTIRE AREA TO A MINIMUM 6" DEPTH. HANDRAKE SMOOTH. 3. ADD ADDITIVES (AS PER SOIL TEST ANALYSIS) & ROTOTILL. 4. WATER AREA TO BE SODDED PRIOR TO LAYING SOD. 5. LAY & ROLL SOD. WATER THROUGHLY. SOD INSTALLATION SCALE: NONE LAWN AREA NOTE: TRENCH EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & AT EDGES OF MULCHED AREAS (FOR CONTAINMENT). 4" TRENCH EDGE SCALE: NONE PLANTING OR MULCHED AREA MULCH iii �i I oRE EXISTING GRADE OR GRADE OF PLANTING AREA. I l l VERTICA I 1=1 i I= A CLEAN SEPARATION II I II (I EDGE —III —III BETWEEN AREAS; AND SHALL —111 =1 I 1 —I ( CREATE SMOOTH AND EVEN 11-111 —III= 111 =111 =1 LINES (AS INDICATED ON —11 I —' THE PLANS). 3" _ ROOTBALL ROOTBALL GENERAL NOTES 1. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 2. IMMEDIATELY SOAK WITH WATER. 3. DO NOT BREAK ROOTBALL. 1 -112" MULCH LAYER FINISH GRADE • EARTH SAUCER + 3" MULCH LAYER r TRENCH EDGER ii iii -I I _ _ '� ='� `� � '� - �- '� �' • � —� � � —� � � PLANTING SOIL MIX I 1 11=1 ( 1k - rootball rJ , . . (SEE SPECIFICATIONS ADD EXCAVATED SOIL 1 I•� 1 oosen b ap s ` I Ed I M111= ) AS NEEDED TO BRING '=• on top G• � —� � � —� � ( —I I PLANT TO FINISHED I ( I I 61f min. GRADE. TAMP LIGHTLY - - BUT THOROUGHLY PRIOR _I -1 i -1 I 1_= I I (=I 11 -1 11 =1 TO SETTING PLANT TO PREVENT SETTLING. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL "HARDPAN ". (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) TREE PLANTING DETAIL SCALE: NONE PLANTING — SOIL MIX TRENCH EDGE — vs (unless other- wise noted) / / 10 I I Ml I I lttt TI f _ =-I 1511 = 1>T 171=_1 UNDISTURBED SUBGRADE PLANTING PROCEDURE slope CULTIVATED SOIL GROUNDCOVER (AS SPECIFIED ON PLAN) - MULCH (AS SPECIFIED) \( \\/ j GRADE � m m —I i I— III -1 I I— III —I I i— III —I 11= SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAKTHROUGH AND LOOSEN ALL "HARDPAN ". (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS AND MULCH. WATER THROUGHLY. SHRUB PLANTING DETAIL SCALE: NONE PLAN 0 ,ell 0# Certified By: 4 0 W Z O O > U W F w. Title: LANDSCAPE DETAILS Sheet No.: Q � U � O >• Y Z °D aa m U o Q �• .- I m O F— � O N O _ CD .. 0." 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U4 %A U U t4 %a 17 U V7 A4?3fsh %9 S1 U t.4 t.9 L9 a;.2 U %3 %3 U U _ O %J 54 FF = 894,00 NZ Y1 y 1s 9 1s 19 U 4 t. = 1a 1s 19 0.0 0.0 0.0 .0 0.0 0.0 .0 .1 0.1 0.1 .1 .1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .2 2 b.2 0.1 0.1 0.2 0.2 0.2 .2 0.2 0 30 60 90 Luninaht Sctxciuls Symbol Qty Label Description Na Lanps Lur+sns LLF FKsnnnt -E] 7 A2 U4/AR2_400MNficxx _ xx 1 36000 0.720 AR2- 400M.ks [E--0 3 A32fs 28 /AR3_400Hfincx_xx_FS 1 35000 0.720 AR3- 400NJes 6 A34 4C/Ait3_400MHcxx_xx 1 36000 0.720 AR3- 400M.ks -® s A42fs 28 /AR4_400FHbcxx_xx_FS 1 35000 0.720 AR4- 400M.ks �--� 6 A42fshs 2B /AR4_400MHbcxx_xx_FtS_F 1 36000 0.720 AR4- 400M- HS.ies -� 1 AS lA/AR3_400141xxx _ xx 1 36000 0.720 Ail3- 400MI.ks �- -� 7 A32 28 /AR3_400lHbcxx_xx 1 36000 0. �sel�o��►��'��L'i�li'�/�Di°�m s y It t.7 t.9 t2 12 S3 1s 12 720 A 17 1.0 U 13 U It U U ! 9 It U 0.0 0.0 0.0 .0 0.0 0.0 .0 .1 0.1 0.1 .1 .1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .2 2 b.2 0.1 0.1 0.2 0.2 0.2 .2 0.2 0 30 60 90 Luninaht Sctxciuls Symbol Qty Label Description Na Lanps Lur+sns LLF FKsnnnt -E] 7 A2 U4/AR2_400MNficxx _ xx 1 36000 0.720 AR2- 400M.ks [E--0 3 A32fs 28 /AR3_400Hfincx_xx_FS 1 35000 0.720 AR3- 400NJes 6 A34 4C/Ait3_400MHcxx_xx 1 36000 0.720 AR3- 400M.ks -® s A42fs 28 /AR4_400FHbcxx_xx_FS 1 35000 0.720 AR4- 400M.ks �--� 6 A42fshs 2B /AR4_400MHbcxx_xx_FtS_F 1 36000 0.720 AR4- 400M- HS.ies -� 1 AS lA/AR3_400141xxx _ xx 1 36000 0.720 Ail3- 400MI.ks �- -� 7 A32 28 /AR3_400lHbcxx_xx 1 36000 0. s y It t.7 t.9 t2 12 S3 1s 12 720 A 17 1.0 U 13 U It U U ! 9 It U It 1s 13 is 1./ U t3 � 7.G (%3 U ya U 7.7 U 1.4 9 Is Ls %A $4 9 14 7.0 9 u 51 57 13 S2b 2 164 1U 9 V4 U %A 1i Is S3 t3 u 14 4 is to 9 T3 0 U %A j4 H=2 3 si !7 V7 141 vM =23 MH =23 MH =23 U U 1u 162 143 013 Ill U 1A I 14 U 1 1.4 t.7 t.4 U 13 la L4 LA 13 Sa Lr s 4 %A 1.9 b2 L2 is U U 13 L ts to 16 ' MH 2 yt 7 J �.4 t2 U t.9 U U 17 U L7 b U U U u U 1.7 U %3 %a %5 11.9 1s �3 ?a '13 '17 93 52 14 12 12 b! U is 13 l y 17 Z9 1A 1.9 U Z7 is U 1t t3 7s 'J.s 9 1.t 13 1.s 1A 1.4 13 ! i It A t9 12 1A 1l ti t. Is .8 U 1e 7 16 ' AP A.P 12 L3 11 to 12 to 15 2 ' yw 13 9 L 1A L L t 7 U 11 U t2 %4 It 4 13 19 %3 to It is V7 11 13 13 11 Ill t 1 14 U 19 12 1.0 12 U 53 19 It 3.9 14 1a 1.s 14 t3 U '3 s 3w 34 U 52 54 91 33 53 17 1a !.7 1.s 12 *A 13 14 U 1.s 13 t9 L3 11 1s 13 1a 1a t3 13 17 9 13 U 13 1,s U $2 U U Sa U t U 33 1.e U U 13 Ls Ls 12 13 14 1a 18 1.9 14 14 t7 1,4 1.9 13 1.4 U 14 u is 13 E9 13 13 %A &5 U Ill U %3 %1 V9 1.7 L 1.9 12 %.7 %.4 1.7 11 V1 I r. 1.7 %A 7 3 IL 1 14 4 MH =23 Ls %1 %3 17 7 U 14 U u 1.3 y 2 � t, 4 11 X32 t2 1j SA Ij vp It 4 t9 941 &S y.7 % IL 1 17 MH =23 MH =23 MH =23 MH =23 0.0 0.0 0.0 .0 0.0 0.0 .0 .1 0.1 0.1 .1 .1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .2 2 b.2 0.1 0.1 0.2 0.2 0.2 .2 0.2 0 30 60 90 Luninaht Sctxciuls Symbol Qty Label Description Na Lanps Lur+sns LLF FKsnnnt -E] 7 A2 U4/AR2_400MNficxx _ xx 1 36000 0.720 AR2- 400M.ks [E--0 3 A32fs 28 /AR3_400Hfincx_xx_FS 1 35000 0.720 AR3- 400NJes 6 A34 4C/Ait3_400MHcxx_xx 1 36000 0.720 AR3- 400M.ks -® s A42fs 28 /AR4_400FHbcxx_xx_FS 1 35000 0.720 AR4- 400M.ks �--� 6 A42fshs 2B /AR4_400MHbcxx_xx_FtS_F 1 36000 0.720 AR4- 400M- HS.ies -� 1 AS lA/AR3_400141xxx _ xx 1 36000 0.720 Ail3- 400MI.ks �- -� 7 A32 28 /AR3_400lHbcxx_xx 1 36000 0. Luntnaht Location Summary SwgNo Status Label X Y Z Orient Tot 1 On A42fshs 5400.5 75273 23 223277 0 2 On A32fs 55023 75033 23 0 0 3 On A32 5563 7466 23 117.646 0 4 On A42fshs 5375 7430 23 270 0 5 On A2 5520 7412 23 0 0 5 On A34 5592 7370 23 0 0 7 On A42fshs 5373 7344 23 270 0 8 On A34 5699 7309 23 0 0 9 On 442fs 3796 7309 23 0 0 10 On A2 5520 72773 23 0 0 it On A42fshs 5375 7253 23 270 0 12 On A32 6772 72406 23 0 0 13 On A32 6853 7240.6 23 0 0 14 On A34 5592 7234 23 0 0 15 On AS 54903 7178.6 23 270 0 16 On A34 5673 7176.6 23 0 0 17 On A42fshs 5376 7156.6 23 270 0 18 On A2 54453 7123.6 23 180 0 19 On A32 5831.6 7113 23 0 0 20 On A32 59125 7113 23 0 0 21 On A34 6723 7100 23 0 0 22 On A42fshs 5375 7071.6 23 270 O 23 On A2 5661.3 7036 23 0 0 24 On A2 5445.5 69853 23 180 0 23 On A34 5725 6980.6 23 0 0 26 On A32 5831.3 6980.6 23 0 0 27 On A32 5912.5 6980.6 23 0 0 28 On A32fs 6394 6931.5 23 270 0 29 On A2 5506 6921.5 23 270 0 30 On A2 56373 6921.6 23 270 0 31 On A32fs 5503.5 6869.5 23 0 0 32 On A42fs 5602.6 6862 23 0 0 33 on A42fs 6704 6852 23 0 0 34 On A42fs 5805.6 6852 23 0 0 33 On A42fs 5907 6852 23 0 0 Numeric Summary Label CalcType Units Avg Max Mn Avp/FNrt Max/Mpn Prop Lkx CalcPts nlur+k�ancs Fc 0.09 0.3 oA NA N.A. Parking nu.u+k+ow ce Fc 3.83 181 1.0 3.86 1810 TOTAL LIGHTING CONCEPTS 733 E. SAN BERNARDDNO RD. COVINA, CA. 91723 PN11 626 -966 -1611, FAX 622- 332 -5026 wrw.ttccn.con LAF Carmel, IN. CLII =NTH xxx SCALE, FEET' ttc lnf cnrthel in DATES 06i14i2007 SALES PERSM Tom Adams THESE DRAWINGS ARE FOR CONCEPTUAL USE ONLY AND ARE NQT INTENDED FOR CONSTRUCTIOPI. VALUES REPRESENTED ARE AN APPROXIMATa+I GENERATED FORM DATA SUPPLIED BY LAMP W& AND AND TESTING LABS. IO.ndrh 720 A AR3- 400M.ks 6869.5 23 0 0 32 On A42fs 5602.6 6862 23 0 0 33 on A42fs 6704 6852 23 0 0 34 On A42fs 5805.6 6852 23 0 0 33 On A42fs 5907 6852 23 0 0 Numeric Summary Label CalcType Units Avg Max Mn Avp/FNrt Max/Mpn Prop Lkx CalcPts nlur+k�ancs Fc 0.09 0.3 oA NA N.A. Parking nu.u+k+ow ce Fc 3.83 181 1.0 3.86 1810 TOTAL LIGHTING CONCEPTS 733 E. SAN BERNARDDNO RD. COVINA, CA. 91723 PN11 626 -966 -1611, FAX 622- 332 -5026 wrw.ttccn.con LAF Carmel, IN. CLII =NTH xxx SCALE, FEET' ttc lnf cnrthel in DATES 06i14i2007 SALES PERSM Tom Adams THESE DRAWINGS ARE FOR CONCEPTUAL USE ONLY AND ARE NQT INTENDED FOR CONSTRUCTIOPI. VALUES REPRESENTED ARE AN APPROXIMATa+I GENERATED FORM DATA SUPPLIED BY LAMP W& AND AND TESTING LABS. IO.ndrh ce Fc 3.83 181 1.0 3.86 1810 TOTAL LIGHTING CONCEPTS 733 E. SAN BERNARDDNO RD. COVINA, CA. 91723 PN11 626 -966 -1611, FAX 622- 332 -5026 wrw.ttccn.con LAF Carmel, IN. CLII =NTH xxx SCALE, FEET' ttc lnf cnrthel in DATES 06i14i2007 SALES PERSM Tom Adams THESE DRAWINGS ARE FOR CONCEPTUAL USE ONLY AND ARE NQT INTENDED FOR CONSTRUCTIOPI. VALUES REPRESENTED ARE AN APPROXIMATa+I GENERATED FORM DATA SUPPLIED BY LAMP W& AND AND TESTING LABS. IO.ndrh AND TESTING LABS. IO.ndrh IO.ndrh LIGHT FIXTURE EIFS CULTURED STONE METAL PANEL---,, CANOPY Lo % METAL CAN 0 PY METAL PANEL CANOPY ALUMINUM STORE FRONT GLAZING SYSTEM PERFORATED METAL PANEL =�i�i= iii =� -i� 1 / III \ \ life / CULTURED STONE ALUMINUM STORE FRONT GLAZING SYSTEM 60" HIGH INTERNALLY ILLUMINATED LETTERS 330SF BRICK EIFS CORNICE 46'— 2" s. • • 7 7 r 46� • . .. ; .\ a.• ••• . ••• t♦� ••. M• •tY• . \• • Z iA• •• ,r . - . . v am r. IWE am Now WE rw M fr Elm 11MMIN M ALUMINA SPECIALTY FINISH COATING CULTURED STONE Mimic I I R� M1 v lit I I lit I - 1 —1 1 k- UMESTONE MEDAWON ALUMINA SPECIALTY METAL DOOR FINISH COATING ALUMINUM STORE CULTURED STONE FRONT GLAZING SYSTEM North Elevation INUO Scale: "- - -- METAL CANOPY BRICK 11, ALUMINA SPECIALTY PIMM" MA-1171IMp- I UG HL LIMESTONE CAP CULTURED STONE C 60" HIGH INTERNALLY ILLUMINATED LETTERS 330SF 46-211 EIFS CORNICE BRICK CULTURED STONE .7^7 -;' lb 77 :2A PERFORATED METAL PANEL sawsommmu" WaNMI* - - , - - -- - --- - ---- - -- --- - - --I 10111NIM MU11 10100101010001 NUNN! UNION! W NUM law NMI IMINEW AM emmmm"M 0 MOON a NOW NUNN! MMV swam" 1011101011 NUNN!= SON 1001 NOUN! 10001 Mimi MMW 0010000 SWUNG wwo Ma i -UM NONNI- 10=1omal 1 sl M=I =nva! fj Mal M will ON M1W1U111 MOSINEE MINI NMI 4001011 mm� l an SUN ■UNN, MIMI MIMI one! 10111 [MIN UUNUMI NU . . . . . . ;."Moo* asmsiml M110 001 noun, AM% - al A maul LIM 00011 !M MMNW1 U M11 UNNUNNN Mal OWN 100000001001 0001 NOON" INS nano, RAWSON PAM SUNUNU M1NwM101W^TA 111=0111 WIN --WM M0 1010 NUNN own" MOO WWWWN11M1- memo NowNEW WON w"I Mal 101 mass WOMM W—M 2 !. --- Mosul --w= 4ce 1 101001 n�—MMI I IM-100 -MIN 10100" moo -I 11000 0011 — 1010011 NE.NN Moo �MNAMI�M�IMI INS! f♦.��:f� � �� BENIN I IsAlum SM MWWjMW IN IM ■ .................. ONES= IN IN INS INNIMNLIKENOW VNINNEW 1MM11 IMMUNE ONE �wwmsl Nr air 'Alb WT-0 ne INW-11a Elm I - ALUMINUM STORE FRONT GLAZING SYSTEM CULTURED STONE I� METAL TRELLIS 1�� / III \ \ 'Ife / CULTURED STONE LIGHT FIXTURE EIFS CORNICE CULTURED STONE METAL PANEL CANOPY METAL PANEL CANOPY ALUMINUM STORE FRONT GLAZING SYSTEM LO METAL CANOPY LA F1T �S 7 .77 tR L41 4W- v 301 Pennsytvania Pkwy . Suite 155 . Indianapo4 daa .84 [p] 317.842-8500 jq 317.842.8877 Emma Mal iiwrR 0 1MW ff. ■IN W1 — M � IN 9A* 1. 0M4=wj---M— wj1WWxwwwwW1W1 44W .~ ft" � a Tj IM 9 Ul Mal =a MENEM= Walw�m IN R � ni� �n �QMVWUW � VWUW1 *I-- •� �==Mw . in inniIiiii n owin �OMM�om nMW MEMO= M PERFORATED METAL PANEL sawsommmu" WaNMI* - - , - - -- - --- - ---- - -- --- - - --I 10111NIM MU11 10100101010001 NUNN! UNION! W NUM law NMI IMINEW AM emmmm"M 0 MOON a NOW NUNN! MMV swam" 1011101011 NUNN!= SON 1001 NOUN! 10001 Mimi MMW 0010000 SWUNG wwo Ma i -UM NONNI- 10=1omal 1 sl M=I =nva! fj Mal M will ON M1W1U111 MOSINEE MINI NMI 4001011 mm� l an SUN ■UNN, MIMI MIMI one! 10111 [MIN UUNUMI NU . . . . . . ;."Moo* asmsiml M110 001 noun, AM% - al A maul LIM 00011 !M MMNW1 U M11 UNNUNNN Mal OWN 100000001001 0001 NOON" INS nano, RAWSON PAM SUNUNU M1NwM101W^TA 111=0111 WIN --WM M0 1010 NUNN own" MOO WWWWN11M1- memo NowNEW WON w"I Mal 101 mass WOMM W—M 2 !. --- Mosul --w= 4ce 1 101001 n�—MMI I IM-100 -MIN 10100" moo -I 11000 0011 — 1010011 NE.NN Moo �MNAMI�M�IMI INS! f♦.��:f� � �� BENIN I IsAlum SM MWWjMW IN IM ■ .................. ONES= IN IN INS INNIMNLIKENOW VNINNEW 1MM11 IMMUNE ONE �wwmsl Nr air 'Alb WT-0 ne INW-11a Elm I - ALUMINUM STORE FRONT GLAZING SYSTEM CULTURED STONE I� METAL TRELLIS 1�� / III \ \ 'Ife / CULTURED STONE LIGHT FIXTURE EIFS CORNICE CULTURED STONE METAL PANEL CANOPY METAL PANEL CANOPY ALUMINUM STORE FRONT GLAZING SYSTEM LO METAL CANOPY LA F1T �S 7 .77 tR L41 4W- v 301 Pennsytvania Pkwy . Suite 155 . Indianapo4 daa .84 [p] 317.842-8500 jq 317.842.8877 LIGHT FIXTURE EIFS CORNICE CULTURED STONE LIMESTONE MEDALLION ALUMINA SPECIALTY FINISH COATING CULTURED STONE 1A vvl LI M ESTO N E CAP CULTURED STONE J METAL DOOR METAL TRELLIS BRICK South Elevation Scale: 1/16 Iry = 7'•0" BRICK EIFS CORNICE % -A. 7. !J6 06 West Elevation Scale: 1/16" =1' -0" LIGHT FIXTURE \ -- - METAL TRELLIS BRICK LIMESTONE CAP CULTURED STONE wil LIMESTONE MEDALLION --J ALUMINA SPECIALTY FINISH COATING CULTURED STONE LIMESTONE CAP CULTURED STONE METAL TRELLIS LIGHT FIXTURE 4- F N n Carmel, Indiana June 22, 2007 74IN 7 7` 7 77 ft III . n ianapo BLS di.ana [p] 317-842.8500 [f] 317.842.8877