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05120018 Civil Construction Plans NFC Rcv. 2/28/2006 DOCS
SITE C PLANS F t ...... °.: '�' PI ACHE P01 T EDICAL. EMEEMME s i r PLA Sheet List Table Sheet Number Sheet Title CS COVER SHEET C1.0 EXISTING CONDITION — DEMO PLAN C2.0 SITE PLAN C3.0 SITE GRADING PLAN C4.0 SITE UTILITY PLAN C4.1 OVERALL SITE UTILITY PLAN C5.0 SITE LANDSCAPE PLAN C6.0 SITE EROSION CONTROL PLAN C7.0 SITE EROSION CONTROL DETAILS C8.0 SITE EROSION CONTROL DETAILS C9.0 SITE SPECIFICATIONS C10.0 SITE DETAILS C11.0 SITE MAINTENACE OF TRAFFIC PLAN A3.1 ARCHITECTURAL ELEVATIONS A3.2 ARCHITECTURAL ELEVATIONS L101 SITE LIGHTING PLAN PROPOSED SITE "°"TM NOT TO SCALE SITE ,r a' T. #J L�. a€ t 311 At a g/ i *swa. Its Az ' Worm- 1i € - P ..• ��� - - � - 3- �(d � � € �. - . '�`� � /yam LOCATION MAP NORTH NOT TO SCALE NOTES: ANY ALTERATIONS TO THESE PLANS NOT AUTHORIZED BY DEBOY LAND DEVFLQPMENT SERVICES AND NOT IN ACCORDANCE WITH THE PLANS AND REC 'S (Y " "': AT THE DEBOY OFFICE SHALL RELIEVE DEBOY LAND DE% RVICES OF RESPONSIBILITY FOR OVERALL ACCURACY OF TI-If U APPROVED: MLD z CHECKED BY: MLD C DATE: 11-31-05 W o 0 U C)o Of O d' 0-- __ �'t w U Q w U) Z W z LL -<z_j G Wz0OQ LLJ _ cn a. Z - w F— L� O F— w T- Lo w =��LOCO w Z)woo LLJ o J V O W ti001` Z �mti00ti 0�00T- � °z�°0� co P GC , �C; -. U) llU)^ GO DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL Q APPROVED: MLD N CHECKED BY: MLD Q DATE: 11-31-05 J C S OF 1 0 N M O d' 0-- __ Z Q.... J _ LJJ 2 W .0 G LLJ _ cn z o oW C) LLJ J o J V L' o N Z L1 F— w w z U) ry w O U CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C Commercial GREENWOOD, IN 46142 �1 -pitp PHONE: 317- 882 -7850 A D"I= OF 1. GREG AMEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED: MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS DATE: 11-31-05 PROJECT NO.: 2005 -0052 C S OF 1 0 PROJECT: F.\2005\2005-0052 — Allen Commercial Group — Old Meridian do Penn Ave \ENGINEERING \DRAWINGS DWG: CS COVER SHEET.dwg PLOTTED BY. CLAUDE l.. HATFIELD DATE: Monday—February 27, 2006 1:18:36 PM I I I yinI . � . I I I - I 1. . I I I . , , ,.�.. - , . . � I I . - I . I . , " ,� --- I - I .>.. , � � . / � 11 I do- -..,;'- " ... . - *qMJS OF CONSTRUCTION _�, Gas Valve , I . . - -_ : / . . - I '', I -I-, . fl, . 1. � I � 1. I . I � I � . 1. ..: f '�-;' . . A 0 � I I ., . . I . / � . . . ,,�., ., e". 7>/ .) I � - . . � 11 I � � . I I ,P , 0: ,'��- -��Z,/" V"///, W,A I= Nr.—'�-ff -17 '. , "' . * ' .-, � --J Ift.3 EM IC=3 11=3'�'�4, � , , ._ �, CM 12\ E2� cm 6 EXISTING INFORMATION WAS PROVIDED � , I � ;1 f . .. � - Y', I, J* �,az � / . I I I , � I � I . - I I I I � . I I I # I .. , I . 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I : � I I - . . . I � - � � I � I *0 , .. I I I . 4 � . I :V,.. . . 1. * � ., �, . . I I � I . I . I - . - . . - - : - �, 4 / _j . L I . I - , - I . I I ,. I ' . � . -1 , � I I - I , : : ' , .. A . - I � . . � 4 . I 'i " of " I . , I 11 I I - - * . 1. 11� � , , �?: . � �� I � 11. I I I - a DE MOLITION NOTES .. . 0, 4 V � ------------- ,/,_,"i,�"`;1�111 .. I I . .. I I * . : *I: � %-,,� ,?,,., �- � . o; 0 1 - if.- I -//;,--., � �". �_ . ,.,;. _,� � .1, I . I .Pw�f, . -, I I 1! � .., 1 .11/; 1. . I`#,-.,0` 1. I # I I - . : �/�, 1 - - I 1 , # 1: ..#-*, . 0 � 1;�T .., ., � , I-- I I I - 1. I . I 10 . ". r. I " I ?; , � I 1. - I I ,� .. . I �. I j I 1 _��, . � . I I 1. . ; . i I . I , - . I /_ - I �, ,. I - - . I.. I ,ii - � � I I . : ,,��- ,;��,` 1. ALL EXISTING BUILDINGS AND ALL ASSOCIATED UTILITIES WITHIN THE BUILDING, BUILDING SLAB .1 . � , .- / / -��,,_.,-. '..:."; .;, .;:- , I I . - . . I i � I ,.. *. ,- # 1, - !, .1; ,,�Al . . � I 1-1 � ,�', - � . �//o, ". . •- , �/ ;, I "I A, : . - I . I A V,. ? "I,- . - C� L1 I - 11 � .1 I � I - ,"- /�. I I - I I I rl.i " * /I � I I , .O., 0 . .. I I . 0 '.. � I . 1. ''. . I ;, - - � - . 1__;-_�;; , �1 �� I � � 1 7 � I I .�,, I 0 1 ; . � I;, , �, . , , _. - , x I ,01 . . . X - -- . , 1-1 - - ,_.., I - . 1 ���., . , , - , , 'AA, . . � ,.,�� � . I � � i " _., . .. 1, I , I / , 0 0 . I , � /% / ,,, �, - el.le, e17 I � , . I - I , - 1* .:I. . - . , I '. ,4 1 4�1.*-," • 1 . I . , I "" � �, . ;I,'- , ..- I.-o"# LL BE DEMOLISHED AND REMOVED FROM THE SITE. IF HAZARDOUS OR . , � - 10, i. '..., � I ". I I / V` I � . I - . � , I I—— � - 4 :. , �Olr� 'r ��,-, f::�o ,�;;�;, 1, , I ,ffz , .000e, 1."1�114�.'r Joe&�,� �." lf-�, - " , V.0 I I _00/ , - I (b `;�,�/� I •� � :, - . , , , zj , , . 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'. , _.__ � � , 10 /'_ � " , '' , I . , - -i- I I , .,:, / � � `o � � � � - ,� � /V ��> I : , , . / - � . - I I /,, , , � I . , a 2. DRAIN, PURGE OR OTHERWISE REMOVE, COLLECT AND LEGALLY DISPOSE OF CHEMICALS-,Zl- I � L ./. I , � I Ov, - I C) " � - , � $ 1 - / r, / - -) �/� - - I � 1 $ � � 11 / of 7 1 � 0 : - . - ;,�, * ,/ , . y � : : , 0 - �# 1� , . % - I I I L GASES, EXPLOSIVES, ACIDS, FLAMMABLES OR OTHER HAZARDOUS MATERIALS AND WASTE BEFORE . .� ... $ � . I oo` . If I - � 11 .. . , I . / � I 11 , - ; ; , . I : I , I .. _� I.. i V, I , . Vo# . $ , a PROCEEDING WITH DEMOLITION OPERATIONS. 0 �� .11 � I � I ,b / , 117 1/1/,-1 4 / , . / I . I � ;1 I � . 0 , - � I . i I � � / , : If / , : � � , 1 $ , .. -1 I . 1 1 .. I - : I I � . - . r � . / I : I I I 11 . . I . I - � C� C� .& - ,o :)' , , , . #, I 1. I . �1 " X . /Y�, 1 I - 3. CONTRACTOR SHALL NOTIFY BUILDING INSPECTOR FOR DEMOLITION PROCEDURES. . I . *1 , . , , . - 1, "? �' I I I 01 .., . . " ,� 5';'*-*- �,�_,/, / " , : _,�Ir-, -"'90 . I (01 / - / I � // , / 'Co .1 - " / � 'V If a LY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL .�, . I REGULATIONS / : : , , � , _ � / � // �, 1. � � of I , ,� I � I I 1 $ �� I "-I I/ -�; - .) .. # ,-%. o, � , . - � � $ , o . " . 01 , , I , - , I I . I : # I f ,,� I , I � � 11, � , 11 . � 1, I ,� ,� T X I-C" a - . .00. I I j- , ', , "O . . - .- , � /1_1 � - __ -', I " .. . - 4. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INCLUDING DEMOLITION , � ..'i - - - . , X . � 1. , ,�_ - _ /' z , . -I I � , - I � / , ;A -, , �� -I. " 'o- - ��*' - I , _ -- ", //,7 - . I . . ,��;, -1 - r ", /,,,rr , A ,/�, , , - ;71-, zp, ;vz//., ,Vzm �Pzm mo vm, " 9m.. �//, �:�?//, vz/., �� " /",;" zz 'o , - /, � "I-' . ) ,,,- -. ;,,.,,__-io"- / : ' . / (� .X ." ,e . a ONS, ETC. BEFORE THE START OF ANY DEMOLITION. ,�/ ,/ . _. � � � , $: - - - � , / ; ,� - ` - I �_., � I . I � / ; . - I I. ". I - . . I . V lo , � ,( . I . I A - .1 , I I � - X -1 , / , , . :/ � $ . , . I "O'.1 . f , A, . $ 1 - . I I . . . I .- / - I '. i ' . � , - . f , I I ;; I � a V. A K "I � 1 _ . AI 1 $ , : , I, ,P / �,� 7/, . I . I , , ,/IV X 5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 72 HOURS PRIOR " � / I .- � / 1, A 41 , / I � . I I I , , � . I . - $ - I ,-I / - C�l #I � I / � . %- /-0 TO THE START OF DEMOLITION. X , ,___,I I . I / , , - - I ,._: ,, / - - , , ,_,,,, " � I- I I / . � %, . . " . % I .1% - , .,. I I / I I . TIES BACK TO PROPERTY LINE. " " / _% � � / � " . 4� ___,_ . RK ALL UNUSED UTILI � , , a 6. � ,.�Pe -. � I : � I I I ,.,- _', CONTRACTOR SHALL CAP AND MA . I L � � I 1, � 4 . ., ;1 .. �" - � -,,,� . ., / � , � L_ - I . I . - . I I I 11 �, ARD, IN DRAWING FORM, TO ARCHITECT AND ENGINEER, LOCATION OF ALL I . I / . � I " , / : 01 ___ I I � I I � 1 $ , : � "I / / , , -� 1:1�_; " UTILITIES. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND SEAL OR CAP . . / // . : �;. �, . I . . / � 1. I-/ " z" - X /�, I I - : A � I I ; I /, / t.� % , .' ,/ V '�. I I . I _ � 'I., -. I : , ,* I I � , / - ,, -, - . , , * OFF INDICATED UTILITY SERVICES SERVING STRUCTURES TO BE DEMOLISHED. I . . - I , - � I . � or / ,or., I � 0 � . , - � ;/ It , 11 , *. _� I 0 , I 1� - V- I I . ... ,' : " . : q) - I I I / I *< cgj "I -1 � , . I,- ,--,,-- . � - 4 . I - � "" - // / : , r /I I I, C�,�,(., �. . � 1. I - 1 7. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN d"', !� , . 5 1 - 11 - , (o I I . . $ - , . � I . _ *, _ ' ' , ,'�, A 0 A /, - 1 . / o . 41 - EM � co A * , 1, I �, xz , 9 7/1 � Vl///, ?11/41�1; W,//" VOIX, ?, S VI/x, - V/1/1 " /1101W N/K . 4 DISCOVERY OF HAZARDOUS OR CONTAMINATED MATERIALS. 2 , � , / -� /ov -1 � , 7 13 I , r-. vz/, , o � ,; , A . / i . , , .. .$ � I * , - ".7, � " .. $ 1 , : .1 11 - -Al If ( - I / o I " 1 ', ,/ , ,/ — V , 1 I I , � I " '' EMPLOY A CERTIFIED, LICENSED EXTERMINATOR TO TREAT BUILDING AND TO CONTROL / " .-1. . � ..1. , ".,I . . I RODENTS AND VERMIN BEFORE AND DURING OPERATIONS, IF APPLICABLE. 1..#. 6 .. (o I '. . 1. � .1 r I � ...d % , � 1. �, � . 'I I //-.) /. ", � X (D...r. I , dy", . � . , I ' / �._-- . : I - I . I ,.� o` 9. CONTRACTOR SHALL CONTACT DEVELOPER REGARDING THE SALVAGE OF ANY ON-SITE . � I - ', , .-.. - - - . ., /... - A/, _ , , " . __V . - �,;� , . "'.1 " ' I -. 0 --(F. I I I I - , 4, I I / - I - . . . , ;�11 � � I . o' - �, vo "-'-/ 11 % - . ; . / - , - -;! L 'JI , 0 /--..' I * J / 04 � - i ' I , , , # MATERIAL. . - .,, I . , , - ; ! _ $ .-/.# . / ".. / �� x .1 1. > 0,-.,-.. 0 jr , .., . ,1 . - .4 I I - _. --. $ 1 , - . I i I . I . - - .� I z O. . ; : f " : I � I I I . ,z , , -, _.. I I ..;", # 1��; 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL BUILDING REMOVAL, UTILITY / . I / " , I . . . I , 'X F .. , ". - L $., � I /', i ' $. ., ., -0 /I � REMOVAL, AND UTILITY RELOCATION ARE DONE AT THE DIRECTION OF THE APPROPRIATE UTILITY. . I # I , . $ . I # I , , .1 I � : � L . , , �, � o . -, . , . 0 1 f I o , " . . z -.,-.o . I 1 , : 11. ALL UTILITY LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. IT IS THE CONTRACTOR'S , , , - �" " , . . � RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS. � _ I , � I t-;. m , , . I I , I . , , �0 " 661 11''.., 0 � 1 ./ � � CV � ./ , ? X I .; " „,_-�,,, �zlr / � 1 s --, � , , , � .,.� , o , -,-- $ . ..�, . I . I I ..,0-r: 0 , I I I / , . � ,- . . :, X IW 0”. _ - / . A � 1 . . / , .. _ , . � I , p V` P, . � I �..,v 1 .. 1'/ ...; " " I I ._1 CP . 12. IT MAY BE NECESSARY TO REMOVE OR RELOCATE ADDITIONAL UTILITIES AND/OR STRUCTURES V 0 , t.� I " . \ . / . I / / . % . , I I $ L ' I . / , > I ' � � �` I , I . I 1 , , * $ # . �,�; 4�) I'- 11 I I I 4 V � - , �7,1'� - - . . /,. " y ,,,%'�, /& U - --.-;--, $ d I I . . . I .� : : NOT INDICATED ON THIS SHEET. A PRE-CONSTRUCTION MEETING SHOULD BE SET UP TO ESTABLISH .� � . ,$ / . Iz- '. , s , � of, I. l � I I # I I 0 " I o . 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I I ,_, � I 1%, .. kk �a . _ -, •/\ ,� �1 ,0 � *'11 I I I � , lr�__ - , 15 I" . -�_ / , . . � %.% �� . �Ik "N N I - xem�_,_ , I.-O "s . VNI. - -1 I �, ; — � ... 7 - r, 4 I 11, (Z. . . -, . .&&, k�% = ;� , - I 1i " 1�w. , • — � � - - ti - a , C "'�j I _� br4� 1W -1, - - ;�A q- . 11. . . ,�� , a,\ "I - A > T, . _. - V 40- I 101- W .. I �� . 0 1 -1 . . - . I co I -10 --IV O.- j I ?. - f �' 0 .1 P, . . • . , / - A W ,�- t�, 11 -, r--*, CL A I I - \� � r/. ? 1�� \ I < GO /1111 I I I Ill%%\\\\ I - DATE DESCRIPTION � ' .-24-06 CITY SUBMITTAL . � : I I � CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C ial GREENWOOD, IN 46142 PHONE: 317-882-7850 ,. FAX: 317-865-7213 © 2005 DeBoy Land Development Services, Inc. !;j . ... ,;� /\ of 0 . �1 _1 . '040 . ' - k - • DESIGNED: MLD APPROVED: MLD - ") • CV X 4� __________b!oP /\ • 41), ' ' • /A - � ---..W- - � - 1_;'()_) <� A) n I _� ,, , X 1p � -�, to —C6�' ' ' ' ' 861 /\ * 'F. C. E� 8 5 5.8 am __ � _9K____________ 4D (n , - 00 Inv. E. = 8 51. 9 7,� t=j . - DRAWN: RCB CHECKED BY: MLD rl� A V� .�_ �:�, N F__. N - 1^100 I * / �,\, 12 ) ) RCP LA T_ " ITS ' THE LAW" SCALE: 1 19 = 30' DATE: 1 1-31-05 CALL 2 WORKING DAYS BEFORE YOU DIG 0 EDGE OF �y+00DS 0 1-800-382-5544 PROJECT NO.: 2005-0052 1 1 CALL TOLL FREE NORTH �_ a EXISTPER INDIANA STATE LAW IC8-1-26. ING CONDITION � DEMO PLAN IT IS AGAINST THE LAW TO EXCAVATE SCALE: 1" = 30' . WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 10 BEFORE COMMENCING WORK. I PROJECT: F: \2005\2005-0052 — Allen Commercial Group — Old Meridian & Penn Ave\ENGINEERING\DRAWINGS I DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY.CLAUDE L. HATFIELD DATE: Monday —February 27, 2006 1:18:46 PM I � : I < i < . I I J/� I.. - I � . N co 0 1 ; - ..... < C) qqT . I I — - _. - - 1. Z I I . � W% .j - W , � I . � 1 Z2 1 . I - - . I . 0 . W% 0 . . � � . : I z - I I Q . � . ! . I 0 � -1 I. I . . CK - �_ W I 2 I 0 I . I I I 11 I I .1 I 0 I , 0 : ! (M) I " C) I N I i . 1 <__ C I ' I . . I I , - - - � . . I I � I - I . I i CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C ial GREENWOOD, IN 46142 PHONE: 317-882-7850 ,. FAX: 317-865-7213 © 2005 DeBoy Land Development Services, Inc. !;j . ... ,;� /\ of 0 . �1 _1 . '040 . ' - k - • DESIGNED: MLD APPROVED: MLD - ") • CV X 4� __________b!oP /\ • 41), ' ' • /A - � ---..W- - � - 1_;'()_) <� A) n I _� ,, , X 1p � -�, to —C6�' ' ' ' ' 861 /\ * 'F. C. E� 8 5 5.8 am __ � _9K____________ 4D (n , - 00 Inv. E. = 8 51. 9 7,� t=j . - DRAWN: RCB CHECKED BY: MLD rl� A V� .�_ �:�, N F__. N - 1^100 I * / �,\, 12 ) ) RCP LA T_ " ITS ' THE LAW" SCALE: 1 19 = 30' DATE: 1 1-31-05 CALL 2 WORKING DAYS BEFORE YOU DIG 0 EDGE OF �y+00DS 0 1-800-382-5544 PROJECT NO.: 2005-0052 1 1 CALL TOLL FREE NORTH �_ a EXISTPER INDIANA STATE LAW IC8-1-26. ING CONDITION � DEMO PLAN IT IS AGAINST THE LAW TO EXCAVATE SCALE: 1" = 30' . WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 10 BEFORE COMMENCING WORK. I PROJECT: F: \2005\2005-0052 — Allen Commercial Group — Old Meridian & Penn Ave\ENGINEERING\DRAWINGS I DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY.CLAUDE L. HATFIELD DATE: Monday —February 27, 2006 1:18:46 PM C�' 0 rY, EXISTING LEGEND JO Gas Valve EXISTING INFORMATION WAS PROVIDED BY MID — STATES ENGINEERING, PROJECT Power Pole N0. 122 -0022, DATED: NOVEMBER 2002. — > Guy Anchor Street Sign Power Pole 0 Telephone Pedestal Sanitary Sewer Manhole ® Storm Inlet '4 Existing Coniferous Tree Existing Deciduous Tree Storm Manhole 4 End Section 0/E Overhead Electric Line PROPOSED SITE LEGEND m *CO NEW SANITARY SEWER CLEANOUT E3 NEW STORM SEWER INLET PROJECT AREA NEW CONCRETE BUILDING AREA R/W PAVEMENT PARKING PROVIDED: 9' X 18' ACCESSIBLE PARKING 100 SPACE(S) 4 SPACE(S) NEW ASPHALT PAVEMENT 104 SPACE(S) W Q W z W AO NEW ASPHALT PAVEMENT O NEW 4" CONCRETE SIDEWALK CD NEW INTEGRAL WALK AND CURB CD NEW 6" CONCRETE CURB CD NEW SIDEWALK RAMP CD NEW CONCRETE INLET COLLAR 0 NEW PAVEMENT MARKINGS CD NEW CONCRETE PAVEMENT O NEW ACCESSIBLE PARKING SIGN CD NEW DUMPSTER PAD CD NEW 10' ASPHALT PAVEMENT WALK CD NEW SIGN SITE NOTES 1. SEE SHEET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE FACE OF CURB OR FACE OF BUILDING. 5. ALL RADII ARE 4.0' UNLESS NOTED OTHERWISE. SITE DATA TABLE SITE ZONING B6 PROJECT AREA 2.431 ACRES BUILDING AREA 19,5201 SF PARKING PROVIDED: 9' X 18' ACCESSIBLE PARKING 100 SPACE(S) 4 SPACE(S) TOTAL 104 SPACE(S) THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS OF THE CITY RIGHT —OF —WAY. HOLEY MOLEY SAYS "DIG SAFELY" 0 I..L �W/ L^.L.. i D, W 0 0 U 0 (0 �� ITS THE LAW" W CALL 2 WORKING DAYS BEFORE YOU DIG � d' W t— W C!) W Q W z W � 2 PER INDIANA STATE LAW IC8 -1 -26. F-- z W :Qz� OF 10 LOCATION SERVICE TWO (2) WORKING DAYS W 0� PROJECT. F: \2005 \2005 -0052 — Allen Commercial Group DWG: C2.0 SITE PLAN.dwg :E U) z =0 DATE: Monday;- February 27, 2006 1:18:58 PM z — F—�- O f— W , LCD , J 0) _j J 00 ltd CO = T- CO T- �•— > I I I W O O � O O O C, 0 W r` Co r` 0 U) _j z Q T_ M t` CO t` O Q c— 00 r- _! LO z CC O CO CO g LN,. a a� �����ttt�►s'���� . 01 4 5 ` S • LL_ '-r Imo,• a OA 0 Q V� /���1llittt�lle U) DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL J L�! CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317- 882 -7850 1u EN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED: MLD APPROVED: MLD �� ITS THE LAW" DRAWN: RCB CHECKED BY: MLD CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 11-31-05 1 -800- 382 -5544 PROJECT NO.: 2005 -0052 CALL TOLL FREE � 2 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 10 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT. F: \2005 \2005 -0052 — Allen Commercial Group DWG: C2.0 SITE PLAN.dwg — Old Meridian & Penn Ave \ENGINEERING \DRAWINGS PLOTTED BY: CLAUDE L HATFIELD DATE: Monday;- February 27, 2006 1:18:58 PM F f . i=-) �f i - lo v- �J /� 1 �l , / / r THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS OF THE CITY RIGHT —OF —WAY, HOLEY MOLEY SAYS "DIG SAFELY" O w o J 0 U LO ° N 6b W CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C kd GREENWOOD, IN 46142 PHONE: 317- 882 -7850 UEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED. MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD "IT'S THE LAW" 3 CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 11-31-05 .7 SS �, 1 —OQQ- 382 - -5-5 44 y . . 2005 -0052 �'" CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. c3uu IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 10 BEFORE COMMENCING WORK. PROJECT: F. \2005 \2005 -0052 — Allen Commercial Group — Old Meridian & Penn Ave \ENGINEERING \DRAWINGS DWG: C3.0 SITE GRADING PLAN.dwg PLOTTED BY. CLAUDE L. HATFIELD DATE: Monday;— February 27, 2006 1:19:08 PM L"J r9q4 aS MRKR WALL SLEEVES - W/ GROUT (TYP.) FINISHED GRADE, PAVEMENT P L A N EXISTING LEGEND ,0 Gas Valve NOTES: EXISTING INFORMATION WAS PROVIDED 1. CUSTOMER SHALL FURNISH & INSTALL VAULT BY MID - STATES ENGINEERING, PROJECT Power Pole N0. 122 -0022, DATED: NOVEMBER 2002. INCLUDING ALL APPERTENCES EXCEPT AS NOTED BELOW. Guy Anchor 2. VAULT CONSTRUCTION MATERIALS SHALL BE 8 "x8 "x16" , CMU, OR PRECAST, OR CAST -IN -PLACE Sign Street Sign „A„ CONCRETE AT CUSTOMER'S SELECTION. 3. INSIDE DIMENSIONS PER DRAWING NOTES. VAULT Power Pole TO BE SET LENGTHWISE WITH SERVICE. _. LIMITS OF C 4. TOP OF VAULT TO BE CONCRETE, AT LEAST 4" THICK D E D E.3 © Telephone Pedestal WITH REINFORCING SUITABLE FOR ANTICIPATED LOADING. WHEN VAULT IS CONSTRUCTED IN PAVED AREAS, PAVEMENT Q $j �� Sanitary IS TO BE LEVEL WITH TOP OF VAULT, AND THE TOP REINFORCED O y Sewer Manhole AS REQUIRED TO SUPPORT TRAFFIC LOADS (i.e. H -20 WHEEL LOADS). WHEN VAULT IS CONSTRUCTED IN GRASS PLOT, TOP OF VAULT SHALL BE 3" ABOVE FINISHED GRADE. p ® Storm Inlet T.C. = 864.00 5. BOTTOM OF VAULT TO BE EITHER A MINIMUM OF 6" OF CRUSHED INS/ IN ELEV/ = 853.96 STONE OR 4" CONCRETE PER FIRE DEPARTMENT'S REQUIREMENT. t/5 MINIMUM CLEARANCE OF 12" BELOW BOTTOM OF FIRE SERVICE �i'� 1T ELEV = 853.96 O Existing Coniferous Tree AND DOMESTIC SERVICE LINES IS REQUIRED. ra• �'� 6. DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE A MODEL `O APPROVED BY THE INDIANA DEPARTMENT OF Existing Deciduous Tree ,, ENVIRONMENTAL MANAGEMENT, WITH RESILIENT 9 � ��If� SEAT GATE VALVE ON INLET & OUTLET SIDES. _ DETECTOR METER IS FURNISHED BY UTILITY AND S� Storm Manhole INSTALLED BY CUSTOMER. 7 Cr . ACCESS HATCH IN TOP OF VAULT SHALL BE 30"x30" - nT Q End Section ALUMINUM BILCO J -2AL, BILCO PCM -2, HALLIDAY �- Q O �--- -FIRE DEPT. CONNECTION ., (PER FIRE DEPARTMENTS W1S3030 OR EQUAL. ACCESS HATCH SHALL HAVE 0/E Overhead Electric Line REQUIREMENTS) SAME OR GREATER LOADING CAPACITY AS VAULT LID. O PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP, f3" AS APPLICALBE. d TFINISHED GRADE, GRASS PLOT r) I „��r ..,,1,1 -r- tkl -- .�� .- ROW I`�,KR _ - n ^ n ■� n ■ ■ � ■ ■ ■ 4� i ■ ■� AONN%k .� w ■ ■=%� 0 GAS ' EL N - 45M - O U IN. O� " 2 MIN. RE 6 STONE BASE ( Q D ) x 12 t -_,r _ , _ OR 4 CONCRETE DEEP O. PER 99 SUMP - p� SS ( » U DEPTARTMENTS S E C T I 0 N A -A of REQUIREMENTS >00 y 0 STM L E G E N D 0 O� A o 5 1 M �- NOT USED NOT USED PROPOSED R W_ PER PLANS PREPARED -BY / U- B } NOT USED I� TAPPING SLEEVE W /TAPPING VALVE & BOX (COORDINATE WITH LOCAL UTILITY BUTLER FAJRI' +SAN & SEU ERT: INC. F-QR SUPERINTENDENT/MANAGER) ` DESIGN OF OLD ���ERIDI PAN STREET AND �`�' a z �) NOT USED NOT USED O i ROUNDABOUT o ;� PENNSYLVANIA STEEE D? DOUBLE CHECK DETECTOR ASSEMBLY (K� NOT USED E) FLANGED OS & Y VALVE (� FLANGED TEE O O cn } FIRE LINE OM DOUBLE CHECK DETECTOR ASSEMBLY E- �, NOT USED N SUMP FOR TEMPORARY PUMP J �J 0 FLANGED GATE VALVE WITH PIT TYPE POST INDICATOR O Q T.C. = 862.40 Inv. E. = 851.0 Inv. S.W. = 85`1.9 O� SS S GAS LINE UNDERGROUND ELECTRIC SANITARY SEWER SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET UTILITY _ NOTES S88 49" W 26.89 TION AND SIZE OF SANITARY DRAINS WATER 1. SEE MECHANICAL PLANS FOR LOCA % j Qo Q LINES AND FIRE PROTECTION WITHIN BUILDINGS. r, 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE A U) LL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING Q Q UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. O 40' U Q THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR o SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE © o © ®� ©� ©I • o UTILITY IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. - ) TOR. S 3 STRU- 2 4. RCP REINFORCED CONCRETE PIPE CLASS III _ T.0 = 857.00 PVC = POLYVINYL CHLORIDE - INV IN 1:�...�_` IN N ELEV - 854 28 © • • '� - - SANITARY SEWER - ASTM D -3034 SDR -35 o INV IN E = .% IN UT ELEV = 854.28 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED OUT INV , o ._ . © _ ♦ =; �;' /• r iN ! ' r' /• / /fir /• ' ` - - O ® - "r 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D-2321, CLASS 1 2 OR 3 BEDDING. 'f•' I iiii iiiiiiiiiiiii ice•• j �I / iiiiiiiii ii i. • . �•�'� j / •iiiiiii ii ri. - %''� •�''� RIGID PIPE TO BE INSTALLED PER ASTM C -12. a r Q► ` S • 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM -� v O -• ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0 ". > _ 2" ° 0 OF 1 5'R� -o r 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". O " 148 e O0 > zw 0z 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "C8.0 Ste► ". Z ® '�' 10. ALL CONSTRUCTION SHALL CONFORM TO THE ..► CN, a- I -Zi -� CITY OF CARMEL STANDARD jr 1 SPECIFICATIONS, LATEST EDITION. -a Y� N�V 5 EL V / �' � ' � MANHOLES WITHIN NTHE PAVEMENT, \�CURBS, � �1�1 INV T E E. � ;- • .'..'; � r i I OR SIDEWALKS OF THE CITY RIGHT -OF -WAY. approximate locatin )t Burled Manhole HOLEY MOLEY SAYS "DIG SAFELY" PAI UI W J U O (0 > T1_ c) W c0 � N c-I U) ♦ ^ Z W L.L HOLEY MOLEY SAYS "DIG SAFELY" PAI f Ib �n 1 �_ z 0.. I IS V 1 . 1J GO W 0< ... `� U) DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL Q L.� N M 0 U Z J ir W U Q O 0. W D J 0 LO (0 V o N J J L1J C� CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317- 882 -7850 FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. W � O U O (0 > T1_ c) W c0 � F- d- W U) ♦ ^ Z W L.L Z PROJECT NO.: 2005 -0052 W � 0 � 0 U) Z =Q PER INDIANA STATE LAW IC8 -1 -26. CL F- IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 10 W CO LO CO = J > T- CO > I I W U) O O W�co � 0 Z U) J 00000%% 000-%% m � co � Q .J o p T- co r- �Z��� f Ib �n 1 �_ z 0.. I IS V 1 . 1J GO W 0< ... `� U) DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL Q L.� N M 0 U Z J ir W U Q O 0. W D J 0 LO (0 V o N J J L1J C� CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317- 882 -7850 FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED: MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD �� ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 11-31-05 1 -800- 382 -5544 PROJECT NO.: 2005 -0052 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 10 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0052 - Allen Commercial Group - Old Meridian & Penn Ave \ENGINEERING \DRAWINGS DWG: C4.0 SITE UTILITY PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Fridoy, -- December 02, 2005 9:09:13 AM Z.\- : -: • 4 �1 z� �Q A. l I 0 z /"- Sian --,\\ T.C. = 850.50 Inv. W. = 845.55 n v. E.- 845.50 247.73 - STM - STM STM STM STM STM STM 27" RCP A. CLIENT NAME: , 8 A 0 GREENWOOD, IN 46142 Inv. = 844.13 PHONE: 317- 882 -7850 EXISTING LEGEND ALLEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. Q ®o "IT'S THE LAW" ® � Q ®N o ® N PROJECT NO.: 2005 -0052 U co N O C4m 1 PER INDIANA STATE LAW IC8 -1 -26. Be 1 0 OF �� ® N 0 ,.� ' o Gas Valve EXISTING INFORMATION WAS PROVIDED - Old Meridian do Penn Ave \ENGINEERING \DRAWINGS DWG: C4.1 OVERALL SITE UTILITY PLAN.dwg no PLOTTED BY: CLAUDE L HATFIELD ------------- - - - - -- _ -- N Power Pole 80' o W V Q Q Q QO PO - > Guy Anchor ST1 2 T.0 = 857.00 IN N ELEV = 854.28 IN UT ELEV = 854.28 0 '�jlr� Iv ro T.C. = 850.50 Inv. W. = 845.55 n v. E.- 845.50 247.73 - STM - STM STM STM STM STM STM 27" RCP A. CLIENT NAME: , ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 Inv. = 844.13 PHONE: 317- 882 -7850 EXISTING LEGEND ALLEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: MILD CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 11-31-05 ,z� ' PROJECT NO.: 2005 -0052 U C4m 1 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF Z BEFORE COMMENCING WORK. ,.� ' o Gas Valve EXISTING INFORMATION WAS PROVIDED - Old Meridian do Penn Ave \ENGINEERING \DRAWINGS DWG: C4.1 OVERALL SITE UTILITY PLAN.dwg (n PLOTTED BY: CLAUDE L HATFIELD ------------- - - - - -- _ -- Power Pole BY MID - STATES ENGINEERING, PROJECT NO. 122 -0022, DATED: NOVEMBER 2002. W V Q Q Q QO - > Guy Anchor > W W (0 F-- W Street Sign � D Q W 2 Power Pole �-- Z c � Qz J © Telephone Pedestal W Q O O f Concrete Ramp / Sanitary Sewer Manhole � O =zf1F -LL W L0 T- ► � U ® Storm Inlet _j ; C) J Q LO 04 = J � CO CO CO I� W O r• O N � Existing Coniferous Tree Q OWtiooti � J z mtioot` O � CO r Existing Deciduous Tree J LO z M ZZ. @ Storm Manhole !' T.C. = 847.53 Q End Section Inv. W. = 8 43.8 3 0/E Overhead Electric Line - W Inv. N.= 843.9 10 » of Standir i Bottom of PROPOSED UTILITY LEGEND 0 244.45 STM STM STM o W 30" RCP STM STM STM Q W WATER w TEL TELEPHONE W a T.C. = 857.92 rn v. S. E. = 854.12 T. C. = 857.65 Inv. E. = 853.40 T.C. = 856.74 = 853.62 Inv. E. = 852.49 nv. N.W. n Inv. W. = 853.70 n v. W. = 852.54 o v 8%P2 His His 8 2.4 2 His ®wls 21" RCP 21" RCP B 00 ®0� NORTH OVERALL SITE UTILITY PLAN SCALE: 1" = 30' (P �Q Jy n T.C. = 856.17 [y Inv. E. = 852.07 N Inv. W. = 852.10 � TC _ v. N. 852.84 ly T.C. 855.33 Inv. W. = 850.18 Hi.s HpsO.16 Hls Inv. N.E.- 8 5 0.15 21 " RCP -ffl D GAS EL SS C.O. SS STM STM �- UTILITY NOTES GAS LINE UNDERGROUND ELECTRIC SANITARY SEWER SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS OF THE CITY RIGHT -OF -WAY. HOLEY MOLEY SAYS "DIG SAFELY" OA ' aq � GO - -, P -� ,.�•, OP ,•�`� U) DATE DESCRIPTION -24 -06 CITY SUBMITTAL Q N. Q J M J o U z .J _W cl) 0 � G.. U Q �- W 0- D J W o J `O U ° N z Q J d J LU H J J Q LLJ O Jul CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 CoII1IIlei'Clc`Il o GROUP PHONE: 317- 882 -7850 A DMSION OF J. GREG ALLEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: MILD CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 11-31-05 1-800 -382 -5544 PROJECT NO.: 2005 -0052 CALL TOLL FREE C4m 1 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0052 - Allen Commercial Group - Old Meridian do Penn Ave \ENGINEERING \DRAWINGS DWG: C4.1 OVERALL SITE UTILITY PLAN.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: Monday-,-February 27, 2006 1:19:27 PM c !'� 5 L M7_ F q_', i i i r r 1 i I r i f NMI El_ 5i GENERAL NOTE: 1. THE SAME GENERAL PRINCIPLES AS ARE INDICATED, WILL APPLY TO EVERGREEN TREES. L N.T.S. CLEANLY PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. SET ROOT FLARE AT OR SLIGHTLY ABOVE FINISH GRADE 4 70 "� ^ 3 Ste- 6H 'n.� 3B 21 �I /1 II I mce PLANT LIST N.T.S. EXISTING LEGEND OGas Valve EXISTING INFORMATION WAS PROVIDED BY MID — STATES ENGINEERING, PROJECT Power Pole NO. 122 -0022, DATED: NOVEMBER 2002. — > Guy Anchor Street Sign Power Pole © Telephone Pedestal Sanitary Sewer Manhole ® Storm Inlet A Existing Coniferous Tree Existing Deciduous Tree Storm Manhole Q End Section 0/E Overhead Electric Line LANDSCAPE NOTES PLANTING NOTES : 1. ALL PLANT MATERIAL IS TO BE PROVIDED WITH A ONE -YEAR REPLACEMENT GUARANTEE AND SHALL BE REPLACED IF DEAD, DYING, OR OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. 3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND. 4. ALL PLANT MATERIAL SHALL BE IN CONFORMANCE WITH THE "AMERICAN STANDARD FOR NUSERY STOCK" ANSI Z60.1. LATEST EDITION. 5. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANGES CAN BE MADE UPON APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT. 6. THOROUGHLY WATER ALL PLANT MATERIAL WITHIN SIX (6) HOURS OF INSTALLATION. 7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD SERVICES AND UTILITIES WITHIN THE CONTRACT WORK AREAS. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 9. IN CASE OF DISCREPENCY BETWEEN NUMBER OF PLANTS SHOWN ON PLAN AND SCHEDULE, PLAN SHALL SUPERCEED. MISCELLANEOUS PLANTING MATERIALS: 1. MULCH: FINELY SHREDDED HARDWOOD BARK, AGED. THREE (3) INCH DEPTH FOR ALL PLANTING BEDS AND TREE SAUCERS. 2. BACKFILL MIX: ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 100 SF AREA FOR ALL PLANTING BEDS. FURTHER AMEND BACKFILL MIX FOR TREE PLANTING WITH 1 CUP EACH AGRICULTURAL SULFUR AND HYDRATED IRON. 3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED 4. ALL LANDSCAPE BEDS SHALL BE SPADE EDGED TO A DEPTH OF 6" 2 l rmn 7 +� AP KO 3 KIIOAG 3P AG 2 2 GB 2 -489— SS HOLEY MOLEY SAYS "DIG SAFELY" m 0 W Q W a Cl) W � O U O (c) > T O W (D W RK 73 ROSA "DOUBLE KNOCKOUT" F_ z KNOCKOUT ROSE W 3 GAL :2 CONT. SB 64 SPIREA X BRUMALDA "NEON FLASH" F. LOx- NEON FLASH SPIREA o) 3 GAL JOOLO ON O = CONT. HOLEY MOLEY SAYS "DIG SAFELY" m 0 W Q W a Cl) W � O U O (c) > T O W (D W 'd' W W � Q W W F_ z LL - Qz_I W F_E0_.1 U) =O :2 Z CL _ — (L F— LL O F. LOx- PER INDIANA STATE LAW IC8 -1 -26. o) W W JOOLO ON O = > — T- 00 c- I W C, � � OO � O 0 0W� co � = ��� z Q m ti 00 I` O r00� PROJECT: F:\2005\2005-0052 — Allen Commercial Group — Old Meridian & Penn Ave \ENGINEERING \DRAWINGS LO � 0� t- O� .i NI C W,,..•••• U) DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL LLl Q U w I- Cn CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C 1d GREENWOOD, IN 46142 PHONE: 317- 882 -7850 \LLEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. SP 22 SYRINGA PATULA "MISS KIM" MISS KIM LILAC 24 " -30" CONT. DESIGNED: RCT APPROVED: MLD EDGE OF Wooas "HICKSII" IT'S THE LAW" DRAWN: RCT CHECKED BY: MLD TN 20 TAXUS X MEDIA HICKS YEW 24 " -30" CONT. CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 11-31-05 1- 800 -382 -5544 VI 7 VIBURNUM LANTANA "MOHICAN" MOHICAN VIBURNUM 30 " -36" CONT. CALL TOLL FREE PROJECT NO.: 2005 -0052 NORTH VO 51 VIBURNUM OPULUS "COMPACTUM" COMPACT EUROPEAN VIBURNUM 1 GAL CONT. SITE LANDSCAPE PLAN PER INDIANA STATE LAW IC8 -1 -26. SCALE: 1" = 30' 1 EXISTING TREE TO REMAIN IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 10 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F:\2005\2005-0052 — Allen Commercial Group — Old Meridian & Penn Ave \ENGINEERING \DRAWINGS DWG: C5.0 SITE LANDSCAPE PLAN.dwg PLOTTED BY. CLAUDE L HATFIELD DATE: Mondgp,— February 27, 2006 1:19:38 PM f9- Lr 9 (�DD V- T.C. = 862.40 Inv. E. 851.,Q10 Inv. S.W. = 851.96 w w w V Z VJ W O C:) C) (.C) > T- c) W w w= U) w Z) < w w z w z U- :QZ� w 0 U) Z 0 .J F. W" x- LO T- 0) J 0 LO N 10 W > 1 00 LO 00 CO > I I w ❑ 0 T- 0 C10 C) ❑ 0 r-,.. 00 P.. ❑ U) zr--. 00 r,.,. T- co T- Lo Z CO 00 C0 11%� 1-ftw0000 %%000-4 0 C3 40- .4Q .0 w.......... 'f4l M / 01 0 < *11, %w III I I I I I U) DATE DESCRIPTION 02-24-06 CITY SUBMITTAL ILI WWI I I 1 1-% mi iu r-Ru I r-Lo I iw4 ur U I ILI I T x STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN `' © COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED TY OF THE CONTRACTOR. X4- RESPONSIBILITY X x \ ®. 10 CO C\j j (0 C) Co 10" W W x (0 4( D x z Z(n 0.. -.q x �b %0 co, (D s A (D • 41 M (D -Z-U x A)* r C:0 _00 dZI, 0`� rrz A TR-4 861, r x 4�, 0-05 10, j Qy. - I 41 Cbr i V > A 41� 01 A�' N I *05 0> XM v Area 2.L�Ac es %K 9V* M w X V C C CTI 0 Q0 x > Ike Qi A J� QTR 5 M yy v A� X O co LO x Cb C) 0) 00 Ln M 0 L71 Ln o[) U L \ I Q Cn X0 0 X0 C) C\j 71 7 0) x 4D �CV C�l /a %0 C� ci� STR-7 (0, W W W ®I ❑TELE PED C. x �h RANS BIKE CV HOLEY MOLEY SAYS RACK.' 4 4' .. •�- rb "DIG SAFELY" X x Q • W W v W� W �Q -U I.C11 1b 1-,Z% CLIENT NAME: VD Concrete • 9 CP �,6 Cln lkledian TONY ALDERSON X ALLEN COMMERCIAL GROUP 9 U\ CP 489 S. STATE ROAD 135, SUITE C o o OI11I11eL'C1`ll GREENWOOD, IN 46142 PHONE: 317-882-7850 44 FAX: 317-865-7213 01 85 3 2005 DeBoy Land Development Services, Inc. W o• x X x x 4 -)* ,a � • DESIGNED: MLD APPROVED: MLD W W W �Y W W W W W W W W W W W W _ Mj r1a LJ L3 C= LEI L;j E=PEI Ly — E=1 CHECKED BY MLD of =3 ro DRAWN: RCB �,,V4 AM - i -11 . TRUCTION 436.0 tj� Bill /Ib 6ximale locatin n N88"49491PE (M) 442' 0 (M) �9- ONTied Manhole "IT'S THE LAW" 10" PVC 00 CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1 30' DATE: 11-31-05 488LF ss ss s ss s x s ss D SSX4 ss s X A�' 05 1-800-382-5544 X x A PROJECT NO.: 2005-0052 .co �� 9 X A\, CALL TOLL FREE xlb 861 /V 855.8 rya Inv. E. = 851.9 NORTH 12 RCP PER INDIANA STATE LAW IC8-1-26. SITE EROSION CONTROL PLAN IT IS AGAINST THE LAW TO EXCAVATE to EDGE OF WOODS WITHOUT NOTIFYING THE UNDERGROUND SCALE: 1 30' LOCATION SERVICE TWO (2) WORKING DAYS OF 10 BEFORE COMMENCING WORK. PROJECT: F. \2005\2005-0052 — Allen Commercial Group Old Meridian & Penn Ave\ENGINEERING\DRAWNGS DWG: C6.0 SITE EROSION CONTROL PLAN.dwg PLOTTED BY. CLAUDE L HATFIELD DATE: Mondey—.February 27, 2006 1:19:49 PM FABRIC = AMOCO 4535 2 "X2" HARDWOOD NONWOVEN = POSTS SPACED Z COMPACTED 6' O.C. SOIL � Stop SOIL I, I10 III_' z //� co /\N co EX. SUBGRADE _Li 4" I I SEDIMENT CONTROL FENCE •o e o° 0 0 O • c \ o00 0 •O ° 0 •0 °00.0 o °O•e °O• o °00.0 °00.00 PUBLIC ROAD o • o' - O o • o'o -•Oo °o \ \ 00.0 °0.000.000.0 °o 50' (MIN) 00.0*Oe0*0e0- 0.0 *0• •0.0.0.0.0.0.0.0 00e0.0e O °0 • O °0 • O °0 • O 00 • 0 °� • O °0 • 00 0•00•0•00•o•00•oe00•o•00.0e00•o•00•00 00 .0e0•o.o•000.000•o00.000•000•0° 00.0 °o•0 °0.0°0.0 °0.0 °0.0 °0.000.000.0° O. 000.000.000.0000.0000 °0• °0•- 00.0.0:00 e e e • e e e e e e e •e p•0 O• O•o 00.0 O•o O•o •o O•o O•o O•e •o° o.••e.•••.• e.• 000.0.00.0000• 000.*00•o°O•ego•00 • • • . • e e .00 e e • e • • e.• e• O• e.• O.• • e O• O • e • O O• O O• O O• O 0.0.0••••. • •e.••.�••• -•O• •O.0e0•oe0�oe0•oe0�oe • •0 .• •0. • 0° • o° p• 0 0 0• 0° 0• 0 e 0�000000 •i.•� •o•e.0 °00eo0000o00eo00000000e000 e e• •e•0 0 0-00,0-0 0-0,0-000.0 0.0 • • •• • 0 , 0 •0 * 0 0 . 0 00000000 0 - o e • •0�0 00.0e0 0 °00.0 °0.0 °0.0 °0.0° •• i� • O ° O O • o • O • O •0 • o • 0 • o • ••� °0. a, 00000-0.0.00 0° 6" (MIN) 0.0 "0 00.0.0.0 0 ° •• *o:�• °O•0e0•00O• °O e.. 0060900 o 2 " -3" COARSE ••••�'• • 0 • 12' (MIN) •. e AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL r- -N r- A r-- n n i A I r-,\ r- -N n T r- T i n n 1 /--11 1 1 A r-% T SEASONAL SOIL PROTECTION CHART SEEDBED PREPARATION: 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.) 2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN. DEEP WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 12" - >4 COMPACTED EMBANKMENT MATERIAL TYP. BERM AROUND PERIMETER 2' -0" MIN - - - - 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" MIN 7 3:1 OR FLATTER SIDE SLOPES GROUND SURFACE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL- 02-24-06 I U) APPROVED: MLD W O O CU � C700 o w F-� w U) DQ � z - Q Z J F- X U) z�0 0 F - wr- LO � �W �°r000 J;000 W . j 0wtioor` mr` Z 0ti pr - Qor- Ln Z CV) 00 C0 # a. I m &W r• IL W IY IL 1 %111111111" k'� rY Co 0 . .....�� op 0- \A � GpN �� /111111 ►11111 DATE DESCRIPTION CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 �C-pup 1 PHONE: 317-882-7850 A DMSION OF 1. GREG ALLEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MILD SCALE: NTS DATE: 11-31-05 PROJECT NO.: 2005 -0052 C700 OF 10_ Q J J � rl" CY) W J Q C:) q:11 D U ? J � W � �LLF G U z LLJ N 0 � Q U O° Z o O//� 0. J VJ LLI o 0 U LO (.0 Q � LLI z LLI z d U) CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 �C-pup 1 PHONE: 317-882-7850 A DMSION OF 1. GREG ALLEN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MILD SCALE: NTS DATE: 11-31-05 PROJECT NO.: 2005 -0052 C700 OF 10_ PROJECT. F: \2005 \2005 -0052 - Allen Commercial Group - Old Meridian & Penn Ave \ENGINEERING \DRAWINGS DWG: C7.0 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: Monday - February 27, 2006 1:19:58 PM TPA `1i 17,91 Mr CI lrffH SOILS MAP MmB2 Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non —limed areas is 4.5 to 5.5. Droughtiness and water erosion are management concerns for crop production." Br Brookston silty clay loam, 0 -2 percent slops, This soil is dark grayish brown, silty in texture and is in typically broad depressions, swales and narrow drainage ways of till plains. It consist of deep, very poorly drained, moderately permeable soil. Its water table is high and the water capacity and content of organic matter in surface later is high for good plant growth and is commonly use for cultivated crops. The soil has a loamy glacial till underlayment. The main soil features that affect urban development uses are a seasonal high water table, high potential frost action, moderate shrink —swell potential and moderate permeability. Because of these Engineering limitations, roads and streets should be designed with adequate drainage to minimize frost action and dwelling units with basement should have adequate footing and foundation drainage due to wetness in the soils. CrA Crosby silt loam, 0 -3 percent slopes — This soil is dark grayish brown colored, silty in texture and on sloping uplands. It is deep and somewhat poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink —swell potential, high potential frost action and slow permeability. Because of these engineering limitations, roads and streets should be design with adequate drainage to minimize frost action and dwelling units with basements should have a( SANDBAG CURB INLET SEDIMENT BARRIER J Z o o' N�V) 0Z� W O J 5' SEE DEVELOPMENT PLAN FOR WIDTH (VARIES) Z J o_° FnI— H from 5 I PROPOSED (� GRADE CHANNEL RELOCATION SECTION SEE EROSION CONTROL PLAN FOR EROSION CONTROL BLANKET AND SEEDING CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCIIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCIION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE, STORM WATER POLLUTION & PREVENTION NOTES: . (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean —up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. ' (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). INDIVIDUAL LOT STORM WATER POLLUTION &: PREVENTION DETAIL NOT— TO —SCALE EXISTING INFORMATION WAS PROVIDED BY MID - STATES ENGINEERING, PROJECT NO. 122 -0022, DATED: NOVEMBER 2002. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE U INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; J STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING W F_ TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND Z Q Z J SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY F-o0J WZ =0 W INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING J W HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID Z T-- CO > I i UNDERMINING DURING CLEANOUT Or—O EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING _J DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE — SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 —B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE). ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FOACE OF DAME. IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH C EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED I m 0 W Q IL W Of a .10 � s en; C13 m GO LU � \A0 0 P AA\\ �����`` Q Q`'��r��►rlill►ll�►� W G DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL Q - W O O U ED J O I..L `t W W F_ - U)ZWLL Z Q Z J W F-o0J WZ =0 W � v� J W O JOL0 CV = J CO LO O Z T-- CO > I i W C, Or—O 0Wtio0l` LLJ J o Zm Q ti co ti o 0 r- 00 _J rrn Z � CO m 0 W Q IL W Of a .10 � s en; C13 m GO LU � \A0 0 P AA\\ �����`` Q Q`'��r��►rlill►ll�►� W G DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL Q - N Q J I..L .N M J Q o � U D W �2 W � v� Z o 'o LLJ J o J � �C:) N J Q W D J 0 z 0 U Z O U) O 0� w w U) CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP ip 489 S. STATE ROAD 135, SUITE C iI1ll11ChC1 GREENWOOD, IN 46142 PHONE: 317 - 882 -7850 NVI" uP OF1GREGALLFN FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED: MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MILD SCALE: NTS DATE: 11-31-05 PROJECT NO.: 2005 -0052 ■ OF 10_ PROJECT: F. \2005 \2005 -0052 — Allen Commercial Group — Old Meridian do Penn Ave \ENGINEERING \DRAWINGS DWG: C8.0 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: Monday,- February 27, 2006 1:20:07 PM GENERAL NOTES UTILITIES SOIL EROSION CONTROL SUM 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD APPROVED: MLD MARY SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF 1. ALL WATER LINES FROM CITY OF CARMEL WATER COMPANY MAIN TO ANY LOT SHALL BE INSTALLED 1. CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND STRAW BALE FILTERS AS SHOWN THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE INDIANAPOLIS WATER COMPANY. 2. MASS GRADE THE SITE (SIDES OF SWALES, AND MOU =I3I8F�0M ORSg DAN 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO 2. CONDUIT SHALL BE REQUIRED FOR ALL ELECTRICAL AND TELEPHONE LINES UNDER PAVED AREAS. MULCHED IMMEDIATELY UPON COMPLETION). TEMPOR FOR ALL SWALES AND DISTURBED AREAS THAT CANN - p VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE 3. COMPACTED GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY SEEDING THE CONTRACTOR SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS, ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES OF PAVED AREAS PER INDIANAPOLIS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. UPON TIME OF YEAR. DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES. SUBMITTED ON THE CONTRACT. 0 F- W r- Lo r- 3. CONTRACTORS SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, 3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. W PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SANITARY SEWER SPECIFICATIONS SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADDITIVES OR OTHER SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE z APPROVED METHODS. CLEANING OF STREET SHALL BE REQUIRED AS DIRECTED BY LOCAL AUTHORITIES, OWNER, ARCHITECT, OR ENGINEER. UTILITY), IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR IN THE PERFORMANCE . 1 STANDARDS SPECIFICATIONS OF CITY OF CITY OF CARMEL UTILITIES, INDIANA DEPARTMENT OF OF THE CONTRACT AND IN PREPARATION OF THE BID. TRANSPORTATION AND INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL APPLY GEM FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN WITH AGSM SECTION 7 4. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS ASTM AND MANUFACTURER SPECIFICATIONS. ONS. FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW BALES MAY BE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR SOIL CONSERVATION SERVICE. SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. 2. SANITARY SEWER PIPE SHALL BE PVC TYPE 1, CONFORMING TO ASTM D -3034 OR PVC IN RIP RAP SHALL BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MINIMUM SIZE 1/3 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR ACCORDANCE WITH ASTM D -3034 (S.D.R. 35) AND ASTM 2321. JOINTS FOR P.V.C. SHALL CU.FT.). PAYMENT FOR ADDITIONAL STRAW BALES AND RIP RAP NOT SHOWN ON PLANS AND SEEDING SHALL BE ON A UNIT BASIS. OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND BE COMPRESSION TYPE FLEXIBLE GASKETED JOINTS. OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER 3. ALL SANITARY SEWER MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN 5. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION ACCORDANCE WITH ASTM C -478 AND 720. MANHOLE SECTIONS SHALL HAVE KENT SEAL INSTALLED. DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM AND "0" RING TYPE GASKETS WHICH SHALL CONFORM TO ASTM D -443. BACK PLASTERING OF ADJUSTING RINGS IS REQUIRED. 6. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE D -1557. IS PREPARED. FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT 4. THE TYPE OF NEW MANHOLE CASTING AND COVER SHALL BE NEENAH R- 1712 -B -SP. 7. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 5. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER EROSION. ADJUSTED IN THE FIELD BY THE ENGINEER OR HIS REPRESENTATIVE SHOULD A 6, CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING OF THE CITY OF DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. 8. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING. CARMEL TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED 6. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISHED GRADE. INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF PARKING LOT STRIPING THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY 7. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH RIGHT -OF- WAY. COMPACTED GRANULAR MATERIAL. TRENCH OPENINGS WITHIN 5 FEET OF PAVED ROADWAYS SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL IN 1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT- P -115A FOR CLEARING AND GRUBBING ACCORDANCE WITH INDOT SECTION 211. TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION). 1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND 2. STRIPE PARKING LINES AS SHOWN ON DRAWINGS WITH STRIPING PAINT. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY DISPOSING OF ALL TREES, DOWNED TIMBER, BRUSH, PROJECTING ROOTS, STUMPS, RUBBISH, BOULDERS, BROKEN CONCRETE, FENCING (AS DESIGNATED), AND OTHER COU NTY PERMITS HAVE BEEN OBTAINED BY OWNER PRIOR TO START OF CONSTRUCTION. TO ACHIEVE STRAIGHT AND TRUE LINES. ASPHALT MUST BE CLEANED WITH POWER BROOM AND MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE 9. THE CONTRACTOR SHALL REQUIRED TO FURNISH THE ENGINEER WITH A SET OF PRINTS HAND BROOM TO REMOVE ALL LOOSE MATERIAL BEFORE STRIPING. THE SUBCONTRACTOR TO PROVIDE BARRIERS TO PREVENT MARRING OF LINES BY CONSTRUCTION DOCUMENTS AND /OR AS DESIGNATED BY "CONSTRUCTION LIMITS ". , MARKED IN RED PENCIL SHOWING ACTUAL SEWER LOCATIONS AND INVERTS TO INCLUDE LATERAL LOCATIONS, DEPTH AND LENGTHS. SUCH "AS- BUILT" PRINTS MUST BE VEHICLES UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF 2. ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH OF FOUR INCHES. DISPOSAL AREA(S) OFF OF THE PROJECT SITE; NO "BURY PITS" SHALL BE USED FOR ONSITE DISPOSAL. AUTHORIZED. THE SANITARY SEWER LATERAL AND STUB TERMINATIONS SHALL BE INDICATED BY A MAGNETIC TAPE LOCATOR PLACED AT THE END OF EACH LATERAL. 3. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL 10•ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST, UNLESS OTHERWISE DIRECTED BY ENGINEER. FIRE MARSHAL. SAID TEST SHALL BE CONDUCTED ACCORDING TO TEN STATES STANDARDS, INDIANA DEPARTMENT OF TREE REMOVAL AND PROTECTION ENVIRONMENTAL MANAGEMENT, AND CITY OF CARMEL DEPARTMENT OF PUBLIC WORKS AND SHALL BE WITNESSED BY AN ENGINEER. INFILTRATION UNDER TEST SHALL NOT EXCEED 100 1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE GALLONS PER INCH OF INSIDE DIAMETER OF SEWER PIPE PER MILE OF SEWER IN 24 HOURS OCCUPIED BY ROAD AND SURFACED AREAS. AND INCLUSIVE OF ALL APPURTANCES WITHIN THE SECTION BEING TESTED SUCH AS MANHOLES, HOUSE CONNECTIONS, ETC. 2. TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE OWNER. 11 • DEFLECTION TESTS SHALL BE PERFORMED ON ALL *FLEXIBLE PIPE AFTER THE FINAL TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION DEFLECTION OF 5% ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE PIPE, IS OR WILL BE FATAL TO SUCH ADJACENT TREES. DU ) . CTILE IRON PIPE, CAST IRON PIPE AND ASBESTOS CEMENT PIPE THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND 12.ALL TESTING SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE 5. EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE 13.THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH CLAY OR PLASTIC DISC OR CAP CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. SUCH TREES. 14,CLASS I BEDDING AS DESCRIBED IN ASTM -2.321 SHALL BE USED, EXCEPT WHERE THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR SPECIFIED OTHERWISE. PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL 15.WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN BE BOXED, FENCED OR OTHER MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED OR STATES STANDARDS AS SHOWN ON THE DETAIL SHEET. ST ARE BrOKEN SHL��EATLY TRIbr�AEDEAND BRANCHES SCARS SHALL ICBE COVER�DBWITH TREE OR 16• BENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL 1. WI ONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT TO BE OCCUPIED BY ROAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE UNATTENDED. REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE ORGANIC MATTER WHERE REQUIRED. 17.ALTERNATE PRESSURE PIPE MATERIAL SHALL BE POLYVINYL CHLORIDE PLASTIC PIPE WITH A STANDARD DIMENSION RATIO OF SDR 21 OR AWWA C -900 WITH A SDR OF 21(CLASS 200) 2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT AND BE DESIGNED FOR A RATED WORKING PRESSURE OF 200 PSI WATER PRESSURE. ALL PLASTIC WATER MAINS SHALL BE COLORED BLUE. PLASTIC PIPE SHALL BE SUITABLE FOR BE USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL AREAS. USE AT THE MAXIMUM HYDROSTATIC WORKING PRESSURE IDENTIFIED ABOVE, AT 73 DEGREES F. ALL PIPE SHALL MEET THE REQUIREMENTS AS SET FORTH IN ASTM D -2241, WITH THE 3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH STANDARD DIMENSION RATIO IDENTIFIED ABOVE AND SHALL BEAR THE NATIONAL SANITATION FOUNDATION (N.S.F.) SEAL OF APPROVAL FOR POTABLE WATER PIPE. CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. PROVISIONS SHALL BE MADE FOR EXPANSION AND CONTRACTION AT EACH JOINT WITH A RUBBER RING, AND 4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. INTEGRAL THICKENED BELL AS PART OF EACH JOINT. PIPE AND FITTINGS SHALL BE ASSEMBLED WITH A NONTOXIC LUBRICANT. STANDARD LAYING LENGTHS SHALL BE 20 FEET PAVEMENT CONSTRUCTION PLUS OR MINUS 1 INCH. 1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST 18. SANITARY SEWER CONSTRUCTION WILL NOT BE ALLOWED TO COMMENCE UNTIL A VALID 327 IAC ARTICLE 3 IS OBTAINED (WHEN REQUIRED). EDITION SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. 19,THE MINIMUM CELL CLASSIFICATION FOR P.V.C. PIPE SHALL BE 12454 -B OR 12454 -C. a. PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. 20,THE FLOW CHANNELS FOR THE SANITARY SEWER MANHOLES SHALL BE U- SHAPED WITH THE THE BENCHWALLS EXTENDING TO THE CROWN OF THE INCOMING AND AND OUTGOING PIPES. b. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 402. 21. MANHOLES LINED IN THEIR ENTIRITY SHALL BE VACCUUM TESTED. ALL PIPES ENTERING c. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT SECTION 208. THE MANHOLE SHOULD BE PLUGGED, TAKING CARE TO SECURELY PLACE THE PLUG FROM BEING DRAWN INTO THE MANHOLE. THE TEST HEAD SHALL BE PLACED AND THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CONCRETE CURB AND WALKS A VACUUM PUMP OF TEN (10) INCHES OF MERCURY SHALL BE DRAWN AND THE VACUUM PUMP SHUT OFF. WITH THE VALVES CLOSED, THE TIME SHALL BE MEASURED FOR THE 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. VACUUM TO DROP TO NINE (9) INCHES. FOLLOWING ARE A MINIMUM ALLOWABLE TEST TIMES FOR MANHOLE ACCEPTANCE AT THE SPECIFIED VACUUM DROP. 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO DEPTH (FEET) TIME (SECONDS) A.S.T.M C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE 48" DIAMETER 60" DIAMATER 72" DIAMETER STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED, 4 10 13 16 REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M. 8 20 26 33 A -185. 12 30 39 49 3. ALL EXTERIOR CONCRETE SHALL CONTAIN 3% TO 6% AIR ENTRAINMENT. 16 40 52 67 20 50 65 4. APPLICATION 81 24 59 78 97 ADD FOR 2 FT. MORE DEPTH 5 6.66 8 a. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN NOTE: THESE NUMBERS HAVE BEEN TAKEN FROM ASTM C 1244 -93 (REAPPROVED 2000) ACCORDANCE WITH INDOT SECTION 604 AND 605. IF THE MANHOLE FAILS IN THE INITIAL TEST, REPAIRS AND ADJUSTMENTS NECESSARY b. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC DUE TO EXTENUATING CIRCUMSTANCES (IE. PIPE JOINT, LINER, PLUG SEALING) SHOULD BE MADE RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED. TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT STORM SEWER SPECIFICATIONS SPECIFICATIONS SHALL APPLY. 1. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL AND INDIANA DEPARTMENT OF c. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE METHODS DESCRIBED IN INDOT SECTION 501.17. INSTALLED IN ACCORDANCE WITH INDOT SECTION 715. 5. TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE 2. ALL REINFORCED CONCRETE STORM SEWER PIPE (RCP) SHALL CONFORM TO ASTM CURB CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER DESIGNATION C -76 CLASS III. ALL HELICALLY CORRUGATED STEEL PIPE (HCSP) SHALL ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB. CONFORM AASHTO M36, 16 GAUGE IN ACCORDANCE WITH INDOT SECTION 908. ALL HIGH DEMOLITION DENSITY POLEYETHELINE (HDPE) SHALL CONFORM TO AASHTO M294 AND SHALL BE TYPE S WITH MINIMUM CELL CLASS OF d324420C CONFORMING TO ASTM D 3350, FLEXIBILITY 1' FACTOR NOT TO EXCEED 0.095 AND ALL JOINTS SHALL BE ASTM D3212 & F477. ALL POLYVINYL CHLORIDE PIPE (PVC) SHALL CONFORM TO AASHTO M304 & MINIMUM CELL CLASS OF 12454C OR 12364C PER ASTM D1784 AND JOINTS SHALL CONFORM TO ASTM D3212 AND F447. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS 3. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED FROM THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. U Z U) APPROVED: MLD W O O U �o PROJECT NO.: 2005 -0052 W OF 10 It W wi- 47 w 0 Q w U) Z W z LL -<z_j U) X OQ Z�F- = - F-IL 0 F- W r- Lo r- O O W tiO ti OWCoQ z ti 00 ti p r- Co J �Z�OOM � m w a w of IL ``��ttttitt��i� 0, b ; s a A% GO ►t�tt U) DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL U) z 0 U. Q U U W d U) w a. BUILDING WALLS. 4. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. CLIENT NAME: TONY ALDERSON MANHOLE, INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION ALLEN COMMERCIAL GROUP b. FOUNDATIONS. 720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN 489 S. STATE ROAD 135, SUITE C ACCORDANCE WITH ASTM C -478. IN 46142 2• c. PAVEMENT (CONCRETE, ASPHALT AND BRICK). Clofn riercW PHONE: GREENWOOD, OD, I 4614 5. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO U d. CONCRETE SLABS. FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR L�5� OFGREG AUEN FAX: 317 - 865 -7213 WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND MATERIALS NECESSARY TO 3 ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF COMPLETE ANY MODIFICATIONS ACCORDING TO THE UNIT PRICES SUBMITTED BY THE ©2005 DeBoy Land Development Services, Inc. THE CONTRACTOR. THE CONTRACTOR S LUMP SUM BID PRICE FOR THE DEMOLITION SHALL CONTRACTOR OR THE CONTRACT AMOUNT. TAKE INTO ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID SAVINGS. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS, THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED UNLESS OTHERWISE INDICATED BY PLANS. FOUNDATION WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS, 7. RIP RAP SHALL BE A MINIMUM OF 113 CUBIC FOOT IN SIZE AND A MINIMUM 18" IN STRUCTURES, PIPES, MANHOLES AS SHOWN ON THE CONTRACT DOCUMENTS. ALL EXISTING DEPTH. DIMENSIONS FOR RIP RAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES BASEMENT FLOOR SLABS THAT ARE NOT REMOVED SHALL BE BROKEN UP SUFFICIENTLY TO ONLY. ACTUAL BEST PLACEMENT OF RIP RAP SHALL BE DETERMINED BY FIELD 4• PERMIT DRAINAGE THROUGH THE SLAB. ALL EXISTING BASEMENT WALLS, FOUNDATIONS, CONDITIONS AND SHALL BE IN ACCORDANCE WITH INDOT SECTION 616. FLOOR SLABS, AND ETC. SHALL BE REMOVED TO AN ELEVATION SUCH THAT THEY WILL NOT SUPPORT PROPOSED FLOOR SLABS OR PAVEMENTS. 8. ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SUBJECT HOWEVER, TO ANY THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF CARMEL, AND ALL OTHER APPLICABLE MODIFICATION REQUIRED BY THE ENGINEER AT THE 11ME INSTALLATION IS COMPLETED AND GOVERNMENTAL AUTHORITIES, NECESSARY PERMITS REQUIRED, A COPY OF SUCH PERMITS TO TO ANY ADJUSTMENTS NEEDED FOR FIELD CONDITIONS NOT ADEQUATELY ANTICIPATED BY BE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK REQUIRED HEREIN. THE DESIGN DRAWING. THE CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER PROOF THAT HE HAS COMPLIED WITH THE PROVISIONS OF THE MUNICIPAL CODE OF INDIANAPOLIS, INDIANA. CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND 9' NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS DATE: 11-31-05 PROJECT NO.: 2005 -0052 c9mo OF 10 PROJECT: F: \2005 \2005 -0052 - Allen Commercial Group - Old Meridian do Penn Ave \ENGINEERING \DRAWINGS DWG: C9.0 SITE SPECIFICATIONS.dwg PLOTTED BY. CLAUDE L. HATFIELD DATE: Monday February 27, 2006 1:20:11 PM o P VM' T ACCESSIBLE PARKING SYMBOL z ; 0 I Lo CD I N 0 I It N GALVANIZED STEEL SIGN ADDITIONAL SIGN REQ'D. AT VAN ACCESSIBLE SPACES ONLY VAN LACCESSIBLE_j O GALVANIZED STEEL POST 0 0 NOTES: 0 1. ALL FACILITIES FOR THE DISABLED SHALL 0 CONFORM WITH THE AMERICANS WITH DISABILITIES O ACT AND ALL REVISIONS. O 0 2. THE CHARACTERS AND THE BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR 0 OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERED. 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 70 %. O 0 0 CONC. WASH rKL —rmi�r CAP FLASI UTILITY BRIC 6" CA B CAST STON #11 H.A.C. SURFACE 110 # /SYD #9 H.A.C. BINDER 275# /SYD #5D H.A.C. BASE 880# /SYD N N 00 COMPACTED SUBGRADE 90% ASTM D -1557 TYPICAL PAVEMENT SECTION WITHIN CITY PUBLIC R/W 24" 6" 1/2"R. 2 "R. III -11I' ° C,4 `— �IIIIIIIII p. CRUSHED STONE-/ -SLOPES 1/2" TO GUTTER TOP OF ASPHALT PAVEMENT. USE TYPE "A" ASPHALT, SEE BP STD. SPEC. SHEET BP -S -1 [(ASPHALT PAVING SECTION). Lo I AGGREGATE ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. EDGE II101II. ° CONCRETE SLAB CRUSHED STONE -' AGGREGATE 24" CURB AND GUTTER (ALTERNATE BID) 5' F.. ° D ... p •.p III -I I I_I -I 11 =1 I I_I I( I I -1 1-= III -III- 4" COMPACTED GRANULAR AGGREGATE MATERIAL APPROVED at n" nnA I r%mCTC- 1AI A I I/ BY CONSTRUCTION MANAGER PRE - FINISHED "r'•' CAP FLASHIN JTILTTY BRICK 6" DI BC CAST BUL CAST STONE GLAXIANIZED STEED ASSEMBLY WITH CEDAR SLATS 12' -0' I THICKENED EDGE 1" HAC SURFACE ON 9" HAC BASE 6" CONCRETE SLAB W/ FIBER REINFORCEMENT CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION 0 I U) "cPH ML- T NEMENT EE SPECS.) CONCRETE STRAIGHT CURB y (0 16-1 COMPACTED STONE TO MATCH CORNER CHAMFER BOTTOM OF PAVEMENT SECTION 1) COLLAR TO SLOPE WITH PAVEMENT GRADE PER PLANS 2) 4000 PSI, AIR ENTRAINED CONC W/ WWF 6X6 -6/6 CONCRETE INLET COLLAR 8' VAN ACCESS 5' STANDARD ACCESS PLAN VIEW 5' MIN. 6' RAMP 12" _ �r 0 iU-) 4000 PSI - 6% AIR ENTRAINED CONCRETE INFORMATION WAS PROVIDED ° BY QrSTATES ENGINEERING, PROJECT p ° p N . TW22, DATED: NOVEMBER 2002. COMPACTED SUBGRADE TO 90% I OF ASTM D -1557 CONCRETE PAVEMENT SECTION ON SITE 1" H.A.C. #11 SURFACE 3" H.A.C. #8 BINDER 3" #53 STONE xXzX� // \ 4" #2 STONE OMPACT SUBGRADE-, TO 90% ASTM D 1557 TYPICAL PAVEMENT SECTI ON ON SITE 100' -0" TOP OF CURB e e ° • D ° o D ° �— TRANSVERSES PAVEMENT BOTTOM OF CURB EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS CURB JOINT DETAIL VARIES 4" COMPACTED GRANULAR AGGREGATE MATERIAL 1/8" R 8" APPROVED BY SCORE CONSTRUCTION MANAGER SLOPE: SEE GRADE PLAN 1" R co = r- I =1 . NOTES: 1. SEE CONCRETE JOINT DETAIL DEPTH OF CONTRACTION JOINT. =I ► I -1 I i - =11 2. SEE CONCRETE WALK SECTION FOR LOCATION OF JOINTS. 6" 3. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. INTEGRAL WALK & CURB SCORE ° c a 4 e m 0 w a w a U Z W O O U � o F- � W U) Z) Z T- Z - Q Z J LL U)z °o — IL F- LL. O= F- -W�LO J W O _j 0 L0 04 J 00 Ln O � �j� O i � I W �� (0 � OWtiaoti Q �z mti ors o 0 r- CO LoZ�°2°� 07( 1n • 3 g� co G --' � O \v� 7!!lllltllil\ \1 U G DATE DESCRIPTION 1 -24-06 CITY SUBMITTAL Q N_ Q J co J CD a J w LU1. � LLJ.' v) Z _ 0 0� O w o J LLJ 0 J � v o N Z e p: SCORE _ CLIENT NAME: TONY ALDERSON D- - -I —De 6 "COMPACTED \//\/\/\/\/ \ / \ \ / \� \j / \ \ / / \ \ / \ / \ / / \ ALLEN COMMERCIAL GROUP ° = 489 S. STATE ROAD 135, SUITE C ° pr l D 1 -6 DIA. AGGREGATE 3/8" � GREENWOOD, IN 46142 CONC. FOOTING CONCRETE CRACK SEALER / I, D 1 8 RADIUS � ronnnercial ° A /1 Dl / ' PHONE. 317 - 882 -7850 COMPACTED (DOW) GrO11P GREG A A DIVISION OF FAX: 317- 865 -7213 IO ). LIFN SUBGRADE o a © 2005 DeBoy Land Development Services, Inc. 4 ° a ° 6 o 1 DESIGNED: MLD APPROVED: MLD SECTION VIEW CONTRACTION JOINT N OTES: o DRAWN: RCB CHECKED BY: MLD " 1. CONCRETE TO BE SAME AS CONCRETE p #6 X 1 -2 LONG USED FOR SIDEWALKS W /8X8, 10/10 WWF SCALE: NTS DATE: 11-31-05 REINF. BAR E.W. " \ p ° CONCRETE CRACK SEALER 1 /8 RADIUS 2. AGGREGATE TO BE COMPACTED TO 90% (DOW) PROJECT NO.: 2005 -0052 D OF MODIFIED PROCTOR (ASTM D1557) _ 4. r; I RI OR AS SPECIFIED BY THE SOILS REPORT p S" CONCRETE BLOCK ° WITH BRICK AND STONE 3. CONTRACTOR TO COMPLY WITH AMERICANS WITH NON- EXTRUDING C1 000 PAINT INSIDE TO MATCH DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING EXPANSION JOINT MATERIAL BRICK FACILITIES FOR HANDICAP ACCESSIBILITY ACCESSIBLE PARKING SIGN DETAIL DUMPSTER DETAIL HANDICAP RAMP CONCRETE JOINT DETAILS OF 10 PROJECT: F: \2005 \2005 -0052 — Allen Commercial Group — Old Meridian & Penn Ave \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: Monday- February 27, 2006 1:20:15 PM rNA r� NORTH MAINTENANCE OF TRAFFIC DETAIL SCALE: 1" = 50' COORDINATE TRENCHING OF PENNSLYVANIA STREET WITH PENNSLYVANIA STREET CAPITAL IMPROVEMENTS RECONSTRUCTION. NOTE FOR PHASE II �F 500' N TYPE II BARRICADE CHANNELIZING DEVICES TYPE III BARRICADE x" LEGEND 500' 200' Soo' p nAMM TRAFFIC CIMMUM wya USE MM OR TfK 2 WIMAES Al TRAFFIC M#XrEW CE SftL BE N ACOORAMICE ' D1iECIlON OF TRAFFIC SO TW NOIMIA MAMAL ON IM M TRAFFIC EXISTING LEGEND ,o Gas Valve W O p EXISTING INFORMATION WAS PROVIDED o co Power Pole BY MID - STATES ENGINEERING, PROJECT NO. co 0 F-'t W 122 -0022, DATED: NOVEMBER 2002. - > Guy Anchor U1QZJ Street Sign X Power Pole © Telephone Pedestal 5� Sanitary Sewer Manhole ® Storm Inlet O J O LID N W _\ Existing Coniferous Tree QV Existing Deciduous Tree 5� Storm Manhole Q End Section 0/E Overhead Electric Line MAINTENANCE OF TRAFFIC LEGEND ARROW BOARD O TYPE II DRUM W/ TYPE "A" FLASHER Tr CONSTRUCTION SIGNS ® MILL AND RESURFACE AREA PHASE I A. TYPE III BARRICADES SHALL BE PLACE AT EACH APPROACH AFTER GRADING IS COMPLETED FOR EACH APPROACH. B. RIGHT LANE CLOSURES FOR PENNSYLVANIA STREET, AND MERIDIAN STREET, SHALL NOT EXCEED 8 HOURS IN ANY DAY. AS ILLUSTRATED IN THE DETAIL, DRUMS WITH AN ARROW BOARD AND ADVANCED WARNING SIGNS SHALL BE PLACED AND USED DURING CONSTRUCTION IN ACCORDANCE WITH INDOT STANDARD DRAWINGS LISTED BELOW. C. ENCROACHMENT OF PENNSYLVANIA STREET, AND MERIDIAN STREET ONLY AS NEEDED FOR CONSTRUCTION OF CURB & GUTTER AND PAVING. D. PEDESTRIAN TRAFFIC SHALL BE DIVERTED USING CONES DURING ENCROACHMENT PERIODS. E. TYPE III BARRICADES SHALL REMAIN IN PLACE WITH CONSTRUCTION SIGNS UNTIL ALL CONSTRUCTION IS COMPLETED. REFER TO INDOT STANDARD DRAWINGS: 801 - TCDV -01 801 - TCDV -02 801 - TCDV -03 801 - TCDV -04 801 - TCDV -05 801 - TCDV -06 801 - TCLC -11 801 - TCSN -11 COORDINATE MAINTAINENCE OF TRAFFIC FOR PENNSLYVANIA STREET RESURFACE WITH PENNSLVANIA STREET CAPITAL IMPROVEMENT PROJECT. END CONSTRUCTION XG20 -2 X W4-2 60* x 24' 36' x 36' ROAD ROAD NARROWS CLOSED AHEAD END DETOUR XM4-8a DETOUR LEFT LANE 24' x 18' CLOSED AHEAD AHEAD DETOUR X14 - -®OR L �XW20 -2 XW20 -5 (R OR L) ( ') �' x �' H LEY MOLEY SAYS 30' x 24 ROAD CLOSED FLAGMAN 'DIG SAFELY" To AHEAD THRU TRAFFIC m 0 W Q CL W a U Z ``���111IIUrr�, cma • Gp rill► DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL J W O p U o co of 0 co 0 F-'t W U) Q W F- U1QZJ X U) z00 LLl = - F- 0 I— W r- Ln r- O J O LID N W 1 00 L0 00 00 W I O �-- O C, 0Wtio°oti Z Q ,- CO ti 00 ti p0T -00T- UnZ�� CIO ``���111IIUrr�, cma • Gp rill► DATE DESCRIPTION 02 -24 -06 CITY SUBMITTAL J N U . co 0 D Uj W LLl � U C/) 0 z o. Ljj W J U o Q o LO z (.0 0 N r z 0. Q J U LL LL Q H O Uj U Z Q Z Uj H Z Q R11 -4 0 CLIENT NAME: 36' x 36' XW20 -3 x XW20 -7 36' x-3fi TONY ALDERSON 48' x 48' 48' x 48' ' Lj rri ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 Com><nercial PHONE: 317- 882 -7850 nCONSTRUCTION ONE LANE aMupRE�� FAX: 317 - 865 -7213 ROAD DETOUR _ ROAD © 2005 DeBoy Land Development Services, Inc. CLOSED AHEAD car+IROI orv�s, uTESr EaIaN .� Twwm wNIEwa so X 14-10 (R or Q �-XX R11 -2 XX x W DESIGNED: MLD APPROVED: MLD * Mu�oa6 DEV XW20 -1 48' x 30' 48 x 18 Q TtaE 3 B�tICJ1DE 48'x48' XW20 -4. � x '� DRAWN: RCB CHECKED BY: MLD TYPICAL LANE CLOSURE WITH FLAGMAN TRAFFIC MAINTENANCE SIGNS " T'S THE LAW" DAYM MANfEIVAM FOR 2 LANE ROADw Y CAL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 11-31-05 1- 800 -382 -5544 PROJECT NO.: 2005 -0052 CALL TOLL FREE NORTH C 11 0 DETAIL"A" PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE SCALE: 1" = 30' WITHOUT NOTIFYING THE UNDERGROUND OF 1 O LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F. \2005 \2005 -0052 - Allen Commercial Group - Old Meridian do Penn Ave \ENGINEERING \DRAWINGS DWG: C11.0 SITE MAINTENACE OF TRAFFIC PLAN.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: Monday,- February 27, 2006 1:20:23 PM T.O. PARAPET Y 140' -0" METAL COPIN OIL T.O. PARAPET 135' -0" EIFS ROOF DECK 130' -0" PRE - FINISHED STOREFRONT WITH 1" TIN 4" TALL CAST S1 20 FLOOR SLAB 115' -0" 1" SPANDREL PANE UTILITY BRI( CAST STONE E CAST S1 1ST FLOOR SLAB 100' -0" 3, -8" T.O. PARAPET Y 140' -0" METAL COPI� � T.O. PARAPET 135' -0 -0" ROOF DECK 130' -0" PRE - FINISHED ALUMINUM S WITH 1" INSULATED TIN 4" TALL CAST S' 2ND FLOOR SLAB 115' -0" UTILITY BRIT CAST STONE I CAST S" 1 ST FLOOR SLAB 100' -0" 114' -8" 122' -0" O.T.O. STAIRWELLS SOUTH (FRONT) ELEVATION 1/8"=11-011 3' -8" WEST (SIDE) ELEVATION 2 1/8 " =1' -0" LOCATION OF 3ACK LIT INDIVIDUAL AGE (58 SF SHOWN) WITH METAL CAP K VENEER ;T STONE BAND IDE OF CANOPY 114' -0" ASTER, TYPICAL AT ALL BASE RSIDE OF CANOPYot 114' -0" w� KEYED NOTES cn U 0VZp w 0 xxxxx a W � W D (n W Q F- Z2ZO�ww c? F- WWW(L _ 0 a j W 2 U cz0 Q <WLL - ~z wwooD =Q W=�w�W(r =p�cnt<5 �.wmD z0 oZ0mF =w� azaoa�N z < p Z LL F- zor Qa0wpz� �w _jct Wwa- z Lu O p z 0 � °?Q� °o LL x LL x O x m z x m o (D W Fn a z Lli o U z w w w J J Q m :m =:) m cn V) w cn Fw- ¢ m oL C) co W N \ U) l_.' \ U) � z O Q LL. E— co z 0 U p z J 0 a W Z C!) IL z ol w V (D U { f E N U Q - Q m � - 0 Qo w _ U O � - w - v_ W 0 U w o � ACG05002 N N KEYPLAN !, A391 -- - -- — - _ PLAN NORTH TRUE NORTH J 0 o Q �w Of C' H U W H U U Q Z .� F- q X w o U Q �.d U) O � (N Z O � Z0 Z Z O �ce) M ti � M J Lo ~ Ce) U) c') W J m Z J J Q m :m =:) m cn V) w cn Fw- ¢ m oL C) co W N \ U) l_.' \ U) � z O Q LL. E— co z 0 U p z J 0 a W Z C!) IL z ol w V (D U { f E N U Q - Q m � - 0 Qo w _ U O � - w - v_ W 0 U w o � ACG05002 N N KEYPLAN !, A391 -- - -- — - _ PLAN NORTH TRUE NORTH J T.O. PARAPET Y 140' -0" METAL COPI� T.O. PARAPET 135' -0" EIFS �. ROOF DECK 130' -0" PRE - FINISHED STOREFRONT WITH 1 " TIN 4" TALL CAST S1 2ND FLOOR SLAB 115' -0" " SPANDREL PANE UTILITY BRI( CAST STONE E CAST Sl OL 1 ST FLOOR SLAB 100' -0" ,j, 2ND FLOOR SLAB 115' -0" UTILITY BRIC CAST STONE BI CAST ST( 1 ST FLOOR SLAB 100' -0" 3' -8" ,d-, T.O. PARAPET 114' -8" 122' -0" O.T.O. STAIRWELLS NORTH (BACK) ELEVATION 1/8"= 1 1-011 1 -" 18' -0" CANOPY 30' -8" DOOR (STAIR LOCATION) 23' -4" STAIRS 86' -8" O.T.O. FOOTPRINT EAST (SIDE) ELEVATION 4 1/8"= 1 0-019 DOOR (SPRINKLER ROOM) 30' -8" 11 -0" 3, -8" _TAL CAP Z 1 TYPICAL (PICAL AT ALL E LOCATION OF 3ACK LIT INDIVIDUAL IAGE (58 SF SHOWN) WITH M ETAL CAP K VENEER ;T STONE BAND ASTER, TYPICAL AT S BASE L w� KEYED NOTES >� cn U O o�� w XXXXX i W 0 U Z x= z O Q W m U w (n U � c LLI0w = W w <wLu2:0 z v��w �< wwo0DiQ U Lu ix woofU Q= r__ Q =wwD z Z F- Z a �..� o - OwF-�� Q z<�mo � < QZa0Q_j c4 ZUZ) OZO0I U <aww0Z� w�xwwa U) Z w 0 0 z� - �= V F- °ZQ� °o „_ x U- x O x >- Z x C° w z Y F_ 0 w w � J J Q m m m V) cn w V) oL a Z) N \ U) N \ O U IZ 1-- W U � W X W W o U Q � 0 0 LL I— d' Q > 0° LL-U Z qt Q 000 (:Y) W N r- Z� cy) Z z M 0 Z a. U W �` • U Lo J ~ r M 00 > M W J m 0 Z >.- Z cif O Q LL. Z LL-U to O F_ N r- 0 � z u) Z a. p U Drive O ROW MKR 0 BRACE POLE U.0 6 U.11 S88° • '49 "W 06,89 0 .0 .0 .9 'h.1 .3 'h V O J� 11. 51.4 51.3 #.2 22. 21.3 .0 NOTES Q � 53.1 51.7 '1.0 .5 '$.1 53.8 ■ � 1. Luminaires mounted at 25' a.f.g. ° ° .0 O O 2. Readings shown are taken at grade. ��� 'S.1 m3.6 74.1 53. .8 14.1 n M C: 6.0 V 0 O E 53. 13.5 '$.9 53.1 51.6 .9 '$.2 51.9 _ �� 0 o D 3 £ M 51.6 '11.8 #.4 .5 111.9 X1.6 'l .3 O � Cy- D Z -1 .0 v --� .0 Z e Z �� Z Z� ■� 'b.8 71.5 51❑ �1. 53.8 51.1 X1.2 M u r v1 O .0 d �0 0 r M 1T6 .9 ) .8 51.4 71.2 b $.0 22.7 51.3 PO.7 n p rrrl Z7 3 Z M nD o -A .0 .0 '9.2 52 22.9 53.9 -4.�013. 1 ' .8 '.0 0 --1jz M 3 O Z 0 -1 X .5 32.5 23.2 t.5 D r .0 V o �`� 51.1 .4 51.8 N.2 53.7 r�rl loll ���� ��, .o °A v .5 '4.2 '$.2 O NEW BUILDING < „ a F.F.E. - 863.00 b.7 '5�.2 � .7 .6 '�.3 Q d (� � 3 u STR -4 -- 6.2 'b.5 70.9 111.5 51.0 .2 51.3 0 � ° 0 ❑ o Ob.2 fi.5 70.9 'h .4 51.6 ;1.6 'h .7 1 T C 0 < QfELE PED O 0 R NC BIKE ' V .TRACK 6 C 70.6 t. 41.0 .6 .1 '$.2 .1 632 C u (� '0 Z .2 "1. 'h.2 1J.8 "1.2 '1.2 .3 10.9 ;1.0 .5 .7 53.4 '4 7 .0 ❑ oA Concrete Designer �.2 �.2 2 STR -1�.2 't.8 '1.o z1.6 52.4 51.2 STV2 5Z.5 '1.o '1.o '1.4 �.6 VrR -3 #.6 'b.s Medlan EPB .° .o 9 Ef Ef .7 51.7 53.7 53.7 14.1 51.0 b.8 '11.7 '$.4 53.7 53.7 53.4 71.1 t.9 51.4 11.9 #.0 33.2 11.0 _° '0 Date 52.8 .7 71.6 x3.6 .4 10.8 51.0 .4 14.5 14.0 .1 ' .0 b.7 s 71.1 X1.1 A t.4 Nov 30 2005 .0 °A °A Concrete N88 °49'49 'E CM) 442,20 CM) 436,00' (D) ° 00 2 3 3 3 2 3 3 2 0 0 0 Ol 0 Scale ° 0 0 .1 .2 •2 •2 1 S S m WOOD BLDG © LIMITS OF CONSTRUCTION Plan View Scale 1" = 30' Drawing No. EDGE OF WOODS L101 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ❑ ARCHITECTURAL ARM- ONE 400 -WATT CLEAR A 6 AS2 400M SR4SC MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110100.ies 32000 1.00 445.7 � LUMINAIRE WITH SR4SC HORIZONTAL POSITION. REFLECTOR. ARCHITECTURAL FLOOD ONE 175 -WATT CLEAR ❑ C 20 7100 175M WITH FULL SHIELDING ED -17 METAL HALIDE, ITL41275.IES 13500 1.00 175 RATED 13500 LUMENS, HORIZONTAL POSITION. ❑ ARCHITECTURAL ARM- ONE 400 -WATT CLEAR D 1 AS2 400M SR4W MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110101.ies 32000 1.00 443.5 ° LUMINAIRE WITH STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Parking Area � 2.4 fc 6.2 fc 0.2 fc 31.0:1 11.9:1 Property Line ,+" 0.1 fc 0.3 fc 0.0 fc N/A N / A SR4W HORIZONTAL POSITION_ REFLECTOR. Drive O ROW MKR 0 BRACE POLE U.0 6 U.11 S88° • '49 "W 06,89 0 .0 .0 .9 'h.1 .3 'h V O J� 11. 51.4 51.3 #.2 22. 21.3 .0 NOTES Q � 53.1 51.7 '1.0 .5 '$.1 53.8 ■ � 1. Luminaires mounted at 25' a.f.g. ° ° .0 O O 2. Readings shown are taken at grade. ��� 'S.1 m3.6 74.1 53. .8 14.1 n M C: 6.0 V 0 O E 53. 13.5 '$.9 53.1 51.6 .9 '$.2 51.9 _ �� 0 o D 3 £ M 51.6 '11.8 #.4 .5 111.9 X1.6 'l .3 O � Cy- D Z -1 .0 v --� .0 Z e Z �� Z Z� ■� 'b.8 71.5 51❑ �1. 53.8 51.1 X1.2 M u r v1 O .0 d �0 0 r M 1T6 .9 ) .8 51.4 71.2 b $.0 22.7 51.3 PO.7 n p rrrl Z7 3 Z M nD o -A .0 .0 '9.2 52 22.9 53.9 -4.�013. 1 ' .8 '.0 0 --1jz M 3 O Z 0 -1 X .5 32.5 23.2 t.5 D r .0 V o �`� 51.1 .4 51.8 N.2 53.7 r�rl loll ���� ��, .o °A v .5 '4.2 '$.2 O NEW BUILDING < „ a F.F.E. - 863.00 b.7 '5�.2 � .7 .6 '�.3 Q d (� � 3 u STR -4 -- 6.2 'b.5 70.9 111.5 51.0 .2 51.3 0 � ° 0 ❑ o Ob.2 fi.5 70.9 'h .4 51.6 ;1.6 'h .7 1 T C 0 < QfELE PED O 0 R NC BIKE ' V .TRACK 6 C 70.6 t. 41.0 .6 .1 '$.2 .1 632 C u (� '0 Z .2 "1. 'h.2 1J.8 "1.2 '1.2 .3 10.9 ;1.0 .5 .7 53.4 '4 7 .0 ❑ oA Concrete Designer �.2 �.2 2 STR -1�.2 't.8 '1.o z1.6 52.4 51.2 STV2 5Z.5 '1.o '1.o '1.4 �.6 VrR -3 #.6 'b.s Medlan EPB .° .o 9 Ef Ef .7 51.7 53.7 53.7 14.1 51.0 b.8 '11.7 '$.4 53.7 53.7 53.4 71.1 t.9 51.4 11.9 #.0 33.2 11.0 _° '0 Date 52.8 .7 71.6 x3.6 .4 10.8 51.0 .4 14.5 14.0 .1 ' .0 b.7 s 71.1 X1.1 A t.4 Nov 30 2005 .0 °A °A Concrete N88 °49'49 'E CM) 442,20 CM) 436,00' (D) ° 00 2 3 3 3 2 3 3 2 0 0 0 Ol 0 Scale ° 0 0 .1 .2 •2 •2 1 S S m WOOD BLDG © LIMITS OF CONSTRUCTION Plan View Scale 1" = 30' Drawing No. EDGE OF WOODS L101 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ❑ ARCHITECTURAL ARM- ONE 400 -WATT CLEAR A 6 AS2 400M SR4SC MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110100.ies 32000 1.00 445.7 � LUMINAIRE WITH SR4SC HORIZONTAL POSITION. REFLECTOR. ARCHITECTURAL FLOOD ONE 175 -WATT CLEAR ❑ C 20 7100 175M WITH FULL SHIELDING ED -17 METAL HALIDE, ITL41275.IES 13500 1.00 175 RATED 13500 LUMENS, HORIZONTAL POSITION. ❑ ARCHITECTURAL ARM- ONE 400 -WATT CLEAR D 1 AS2 400M SR4W MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110101.ies 32000 1.00 443.5 ° LUMINAIRE WITH STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Parking Area � 2.4 fc 6.2 fc 0.2 fc 31.0:1 11.9:1 Property Line ,+" 0.1 fc 0.3 fc 0.0 fc N/A N / A