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HomeMy WebLinkAboutConstruction Plans„ — SITS— li ?RO?OS.D 30L�iJtr�Y D.SCRIS TION Fart of the South%:est Quarter of SEction 6, Tet,-nship 17 North, ?.ange 3 East in i?a�ilton County, Indiana, more particularly described as follows: ,encin at the South::Est corner of said Southwest Quarter Section; t}.ence along the South line thereof, North 89 degrees 35 minutes 36 seconds East (assumed tearing) 389.44 fEet to the Point of $eginning; thence North 00 degrees 24 minutes 24 seconds Kest 45.00 feet; thence North 20 degrees 12 minutes 58 seco:,ds Kest 343.41 Leet; thence Borth 69 de€Tees 47 minutes G2 seconds East 128.00 feet; thence Korth 20 degrees 12 minutes 58 seconds Kest 223.96 feet; thence Tiorth 70 dEgrees 35 minutes 25 seconds Last 469.51 feet to a point on the i�'esterly right of vay line of U.S. Highway 421 (Hichigan Road), which point is on a curve hSoutheasterlg aving a radius of 17,238.74 feet, the radius point of which bears y alon North 70 degrees 50 minutes 24.5 seconds East; thence said right of Way Iine and said curve, 268.99 feet to a point which bears South 69 dEgrees 5fi minutes 46 seconds Kest from said radius point; thence along said right of way line, South 20 degrees 03 ninutcs 14 t, line ht of a 'd ri y � sai on thto M eet e in tern ecti of g 2-t 55 3.2 4 seconds . with the South line o: said South :est Quar`.er Section; thence along said South line, South 69 degrees 35 minutes 36 seconds hest o46.�4 feei to the Foint of 3eginning, containing 9.171 acres, more oz less. Subject to rights of may, easements, and restrictions of record. &!, Ar- w1A.�T'ixr ".ra a:;'rn,ay'.. -1 , - L/ SOILS MAP_ . . 1- I wI , ;;" \ \ \ cI, 1%111, : w I .' 4 x• -. 3 r ,, < ,:, I a' _ 71 t� a , / IV': T REM( ." *' w It & IN Ir. : �..` • � �c N I * .a �.;r�Y'er a, r,; fl-- , � 4 r1 I A x 4" , , ,tIt x • 1k, 11 t d^ 1' .c�4 ""., r '". n I. ;; r ,2 •. V . , " Po* ,a,r,••M G �M k �i . " " fir°, y t. 11 + *, t , m• Y'' .x .4,�` 1 r 1' $ • r % t � ti hw�v` ', ' 111 � I i 96 4,.� .. :1 y- 0 , , �11 .....7��� „: . " , .... .......................... a ;+M'. . , .' , CIA of 11C; 99V� I N\ I-- '* SCALE I°1 1320 ( 1 s.:.FXIST SEWERS . . , O _OBE �11"t"",�,,A­­;- T r d5 +w i f— , :'- a11 ,1. '"a O »,r 1 r, , .•' . - , 1.4y1< O') `\UU115{IIIR711/!///! \ / k , / \ / h \ / H r�OP R AO ": / \ / -T i5 E ' "•G R ' �- ti N / /� Q`. .: -I 1 I .s + V ,+ — w No.11 - r . , O5 o - 20491 I x = lot�11 ATP N7 E$ ', ,�r / .11 No �, ZF *�,I ,y CERTIFIED �� `'' `./NDIANP',," �:, � fi ' � , �_ S . ;,,� Via,,.:, 10-15-90 DATE a t w ,, x *a \ /p ".ckr a a r - . : ". d+ ti u11 , a+,- REVISIONS i4tililzie. f;li/ill yiili Y r ri fiffi r ,�\ ,\\\,t fimi I �*\, IP J"', I JJ 61, I I/ ,, . X f " S.A A -. 9it Y : I t ,y k'- fi fiill:;,, "` A ., ; �4,'IP ,1. ,., . * . 1 ` iz .:IF4 1,144 �i 4, f s * T i. 5,, � �tl }, ', b � , �� " o- , r . 'i""'! or ),�a,. > r ,a), 042,4 LJ', .•°"`� 44 „r, h: T IO II 1(• __. / t- - �� !"� '�l`���7 Ea Ilat . I.` 1 i I, / r. i •1 • .• J, .IIIIIIII.J ,M;i t �� r10 �: T. i7 fl. ( r a O ,• i a ,�. 9 V�[ 1.5� I. •'BSS t 1 - 1 /) r 11 lI / - N fi .I ,� i Ile, i ( lir.. �i �ti �� , ,,I ' 1 ;, 1 W \ d o)i I _ .. w gyp 11 1 jJ lismil - 4' R 1 — x'I I r mi' . Jr,LF ' h t; ;t.:4 Z 1 . I� o .1 . "I ) - , �� ,i y-4,` i,-94 J, JJ I' . i, . f' �� ' .. i, �t «M` 1 �� % 1 // 1 T - \! ` , ,< c .. - , .. .. y a ,:. 1 I \ ��- _114 € x, ..Q /!I'd_.- W__ t "I"' : y: ., N - try Cts :ti .., / r\,� .. - , , .: r{� , , 1 „-m -... , ser.: - A I ' i 1. . ` _ // �\ 1A 2 l i li)-­"\.,.,u x o (/ 7 / i1 - ­� ,,�, .. I P - ! t I Q G//'� ..� �,' ,) moi:. IF*r.t�', SCALE: 1": 2000' a:ri�C� ate,\ FSS' _ ') i IL w 8 0 0 '� , o 6- // �, Worth Augu y ,, / VI L, 's . — / x : - ,,ho� I u 20 I 010 �� ..,. r r ib,t <•� 4, I' -• �,'. / Y*,kt.. `X-/ /, ,f . i� — PELIM[ ••""L ,+x, ''v4• =4;'>. • < 0�1\) / 0 � - • I. —rte i 1. ,. ( , �,j [[• .. :. ,' t "* —.A.' .11[/1�U N' a'. e" 1 • INTO �11' � // / O' � 11 1- � I .1, � 1. 'r . e � ,� Y t I I , i_ ' / 11 ' POI ' `^-•yf gip$ 2 M :t`sF ery - #` fie eta i�11 +i'nP, A /<� r �'J' 1 Z - i �•� I/-� • ` / l , L :1', ,. q5.-. -,',x'A Ire ..,<.. nl �. .", ${ ,�,'bW 3 900•' - ')I I '� P/� WEST IMTH. 1 r --_ W T 106TH ,'+"''a, I I "'.t a`n �,, ;. t'• • I I r-�' � rF' /- c % r K �11 1. ,k� ­� a ..• :; e : , - er i s 3 a1 j I �\ • t E. , : �� �l , ,.. -k .,. t "s,. a� u. .r,..n< .,+:ry ,. .. y - 4f kffi I N.,A� _ tr „ ,. ... 11 :. , ,- :*Itl;, a: - y�.- 2 - - . ob X , ' + ` x3 se ,: i - w.y"Ir, ba4*1 �­,., k, ­��,,,;eI III A AREA MAP .­�ii; I ", . � � ��,�,"�­:� I ­::- , ��­ 11"'. - ­-1:�,4­­." 1�­, ,� ''I"I K I ,,­� - �� ­�, -..q. ". I I ,,`,i.,,tv 11 � . -11. '' , . I I I ­�.,l , - ­ A. lo vl'':, 1. -,,; 1� I �:,L'oq­ 1. �.;�,l, �, "."! ,,,, ,� .1 11 . � �,".- - �;,i . ; 'L. I - .1 11 'L q I ,�, '' �,,'41, � � I 11 I— I r � ----- Ir", I ­;� ,�, -`-'4R , :, I r --.,� 1�1- -- I d '.­ ---� I ** 1'�- 1.""i" 6 "1 s A - $r4 P., � 1. ; k ­ *k� � " 4,111.1 1 - -- o�;'W`1`­!,;:­ "I ;-:.:-" - % 1, ,� '11, � ,_ -, '" \ i ", lf.j:,�­�,, I "I 7�f�,i ;: \\ �-,% - I A,v ,� - k � '1,1­..­�,­�­, F-, ­ ­ t- vo-�, ::; ,;­". �, Vti' 101t �- 1 ­,f4,,,pi�-, ­ %�'! :�\ ''\,\ \ -: 1L�,', , - I � 11, 1��,��, I I � ­ !N '', � �, ­ � � ,��'', � I �1 I *K11171 ".­ ­ �' 19 \ 1 I It+;, ;rq. Y„, ” �' y I �� 11 I.'' � ,"v 1. -,a 4 - 1;;:� - ­ -� 11 ­�t:l 1\1�,,.-1�1;1.11­1. ,it\ -­-, 1 '' ��;4� � 1'� �' ",' 1.� ­ I„� .,.: , -- 11 \< �� I 1- ” .1 11 ' � / a ­', t�! z' �� TTTT -#. Po �: z A. 6 0 �" ', ` o PLAN C501 j':.' _ w 4r i z j \� 1 � #�. $ < 0 C p . o : �I a Itit'll �' -�,, 0 0 J U ❑ ❑ . ' 1 ,': / - \ C� b .. s v -11 602 �.: 4R, Y tel' SES P� I 1 11 � 603 �, 4 `� k �1 � a 2 a ?'7 k . i \\ ������� \ , , G „ : N r/ * O 600 » �, », a' ,' 612 T pR�P�S�� 6O o J' SCALE 1 -100' 6-' b \\\ 1 y = itt o I �I G>; /_ T \\ Y ; Wit. L L' S -I » ' .. €> T y 60 11 6 <= � o 1 Z ...yT"'+ 1 1 �Z 0 v / aA 1 6 , J r 4 v `- ` �2 0 \ `» 616 606 I � B_3 , \` Fah, ,., l S ITE- - Vawnl �� z \�\ E p�� \ , ` �` 1 rt t - 615 �. a .w , T t,9 » T %n y 617' �" �P 2, �—"� /'/� •`'* F ORS .yZ � SANG \ KRB � S-1 X5 \ i' 8 » E 0 �s \ �r \ I 0 /, .4✓ » \ \ �, -.111 0 6 �t O ,-!M> k„ ': FEr,x` 4� rw, 4•`. �1 T—'r '7 T.... \ ^1 a,x. ';'e. . t • t, - - - »11, --� 1� �y SCALE: Ill- 2000 i \ 0 �a 111 \\ l :t 4 e•'''' S 'R yyy, } `» 1-b 17 ° I -I i° B-2 \\ /- 111 \\ I ` ` \ YTN x! V 618 t..._..._ �— z 1 �'N ' �, B -3 /r4, 4' ............. ........... \ I t s . ..... .. .......... . 401 SEE PLAN ONE, SHT. C601 ; (� ' .................. , N , 1 1,4,1 ...... it \ it \ A - .; n tz •. 4.t $1 - til CO W. 106th. STREET - * , /,,,n . � � goo M hw, t �3" q `t r _ t 41,:"MAIION CO . < 1. 1 ,, , 4&1", . � �"­11' . � , � � 4� M, 1 1 1 ,x. ,, ... 1 �,4 1 , a . ---i �' st:.?i wt �a m 1 d' a .: wr L rs „ 01 - :. ,, m t ,`�,� �,,iI­?, i ' ,.IIIIIIIIIIIIIIIIIIIIIi �,r€ r ,: _ • . I ,PLAN'. - .� � �.�- - S ITE � r . , . , . " �� aI."," p� k11.t� , w 'li,... a :. ,. ..,.. ?I ... e; 1,- t I e4 ­;tri ,,-,�: ZO � - '�,,�­, I I INC x a ",".'�' MAP "I M -�i` I ­ I r" '­ { yy��. "I". fi { .Y I 1� g, h. p `dl Y 4+' s „ 4' 4 y ;; ,, .,,„%� I'll ., .rte.', r .. ;pKr , I II I,,L4I , - .�­­',­­' 4,1- �,., I � rl x y,. xr `�; �., x• _.� I /I�- �”' '­", i ": . 1� I ,� ,-1 ­. Y ", 11-�. I „ ­­ w «_ �.x I P- 4 �I« F' �t. r t l-.1 - I ,-�t. ?, :.-` ' sa#"''•I..t 'y y�'Y,p:,v.:: 1 ' >- R'... ,„ '# ;N+,; \' .;,�,'� ., _ ' ,h 1 .. ,.--, ,.-.:. .'., 41. '-,t' e. is ,.. ,.: � ,­. L I i 11 -1111 I I , � ­­­.� ­ � "I 1411`.1 , , , ­ , �, ­ ­ I ";��,, . ­ , . .. , 1, � v 45., .r J.l: a..,. 'N. .. ,��t . . Ili YF'. �­�" ,�, • / Y ''�,,,.,t, �1!s 11 � '.��.�,,�, �.­ : d �`,'­!,., 1 k " du � , d. � 1.-�Mw * IY 11. L M ll I . 4�- --1 I , v r � 1. s .. ?•-. r- r z .. -,w, ... .. .. x: , :,t-,! "' I I �It ". 11 ­,""., I I :.+ :,�­.�, -,`, , s I ­,� I I " L4_ �111. ' a k A' -11 11 d , - - I - PAUL I. GRIPE INC * CIVIL ENGINEERING ENG CHK: DRAWN BY; SCALE: DATE: CLIENT: • LAND SURVEYING AS NOTED 12-17-90 PERSON FORD 7172 GRAHAM ROAD 0 ARCHITECTURE TECH. CHK: DRFTNG. CHK: DRAWING TITLE: / INDIANAPOLIS, INDIANA 46250 0 LAND PLANNING qG P-7-5OVER SH E E T (317) 842-6777 WORK GENERAL NOTES AND SPECIFICATIONS r rill NOTICES AND PERMITS " °�*�I _ :. ,. ow A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. B. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 'r : � ; C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND '" COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES 61, D. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS „,, RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB .. 1, SITE AT ALL TIMES DURING CONSTRUCTION , .; ::r A � , ,,,, :, E. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS , I PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS, TH • 11 ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS - , PROJECT UPON COMPLETION. THEREFORE,IT IS S NEC ARY T OBTAIN APPROVAL ES TO 0 L AND ACCEPTANCE BY THE CITY THATCONSTRUCTION WAS DONE IN COMPLIANCE , M, WITH THESE PLANS AND SPECIFICATIONS., #u., � ` * � � oo,-. x F. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK` 11 SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR „.�, },.�� , G. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR f' `,' YY EXCAVATIONS FINALRU 9 FR PART 1 6 PART "P" APPLIES T A.,; LE 2 C 92 SUB LES 0 ALL X, d :yS.'�4 EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. �"• # x;= 0��111,�H. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE ,DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER , IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE I 131 ABOVE STATED REQUIREMENTS Y«, t� .,f'F 'tr' / :9W"4', Fw,. 4_ fi 4' "� fi ".,+ b9 •lad"" rl I h'„ 4 h o 4 a b k� qq` I ,,,,�­ -,,, t"'..� *^� • �» Y, y' o d'�Q, p a s 'a'»in�4„ + ,,, .',. p� It"k eZ dE s I Y tY sk' `,w 'g `.�.�µ t I a � t4s k F>* `,„ rn ;art si1.11;"' ^'' ' i°r - 'd '/'t ,w, $ t. INDEX {d� a' ,. SHT DESCRIPTION'4�i` CS COVER SHEET do C201 SITE DEVELOPMENT PLAN 3 y C203 LIGHTING PLAN11, C401 ENTRANCE DETAIL =•:�.';%' -: C501 STORM SEWER KLAN & PROFILE it,• ,- . C601 SANITARY SEWER PAN PR FI � J ; L & 0 L C801 STANDARD DETAILS ' " . �.; , C901 STANDARD SPECIFICATIONS. ,. J Aiip C902 STANDARD SPECIFICATIONS.��y. � # L101 LANDSCAPE PLAN ,, °�;( .1— ` `° ,`17 ; YL:.11 1. 4. ,,, k �,'4K, Ley '.k':. .t, ,-, a ,s+ x rt �` M -•`R.. tq, ..i; ,;7�1 ,� ,, * -:,�'­4, r, - , �, 11, ­ 11 """ I , ­ - - , I BENCHMARKS �,,i�_` ' T.B.M. LARGE HINGE NAIL IN PAVEMENT AT EDGE OF PARKING LOT AT WEST OF N W CORNER OF .111" EXIST. BLDG ELEV. 895.53 Wz a r �fi k t C 1 u I'll I •C y, 4 :I'll Mt t '� i , , 4 "4s -!K i�4rFn 11 I 4;0 tt y v ° � >• ' „� M4 1, r", �+ , '�- �" �e y�,;%­� 4 � ,,F -,:t'' q+ ,'., ° , r/ ,sr rr e "' p'� 11 �• 4,4 '„'I'/f L. ".+, '. *Y.' ' , •y. `:t•4 - Y,Y "v 'k . 4 � 17 " '1'• `} 't" d !`i Y ,, �yjv ,aa A,2 `N.'�,<.LL.,:"-: r,- 4 , A � 3 r �' +1. W,.<,bY.. 1,` ei� y,�, 4 "' . a ""r"4 r, i„ 5 �4 r , 4., r , ",- c .` ` y� syr g : 5'r m•c >�x A=„+"$Ij;.:;,3 5 \ >>�,Rry£ r . ,.iya'`F `�?@ T.•�'” , > '7;k r ' '�'• 4 ii',Nek-# L:, C Ki, 'ua t" 2ry'f ,/ , �pry}",i 'L.. 3 L,-0" i•;. *"•f,'.:. u� y Yo a " -, 11 I ,� t X'.,a '' 4a "Y L { W b M • A )+ W, , i q4 .,I i J. "rd A ' l gVaR :,y f11 a A Q q` q A ' 4 1 }4; 3 m g 4 ; f t a:r: '}r 1s1 ,-? ", 11}: i.. .�" . A', "..114, r p� +.r, . ,?a, y REVISIONS< Y• Y P' ,},}�� qq yyb� ,..' W'.., --.5-/2-9/ IQEY/SED L/�,,VrIAIq < A,/iiic. /ZEV/S/DAIS 1 ;, �.5/T3. G 20/ C 203 E C60/ ' ;:; \ t �frx A rM . rte M m 4' M .; .'§ . , y �' »Ak#r^n' r "" y`+af Y `F^"* xM!N&11 v.,p 3./ ftz11u '€P•�E.;v wrOinisllll .$. t, 1 4 n . ..,..:;, �.. ,: A., , .H ,I ,. v .. H, .,in,'. , tc... 1',v!' z t :. 3' 1. w. a F It I -4 �( ' SN s , ..:'.: .A:.. `7 '... w• rr, .,y,. ,,. w.. r L. �, "r`>, I,/K•{fV'. «Y n. r . 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I W T 106TH �_ t'• • I I 1 •+ ba4*1 �­,., k, ­��,,,;eI III A AREA MAP .­�ii; I ", . � � ��,�,"�­:� I ­::- , ��­ 11"'. - ­-1:�,4­­." 1�­, ,� ''I"I K I ,,­� - �� ­�, -..q. ". I I ,,`,i.,,tv 11 � . -11. '' , . I I I ­�.,l , - ­ A. lo vl'':, 1. -,,; 1� I �:,L'oq­ 1. �.;�,l, �, "."! ,,,, ,� .1 11 . � �,".- - �;,i . ; 'L. I - .1 11 'L q I ,�, '' �,,'41, � � I 11 I— I r � ----- Ir", I ­;� ,�, -`-'4R , :, I r --.,� 1�1- -- I d '.­ ---� I ** 1'�- 1.""i" 6 "1 s A - $r4 P., � 1. ; k ­ *k� � " 4,111.1 1 - -- o�;'W`1`­!,;:­ "I ;-:.:-" - % 1, ,� '11, � ,_ -, '" \ i ", lf.j:,�­�,, I "I 7�f�,i ;: \\ �-,% - I A,v ,� - k � '1,1­..­�,­�­, F-, ­ ­ t- vo-�, ::; ,;­". �, Vti' 101t �- 1 ­,f4,,,pi�-, ­ %�'! :�\ ''\,\ \ -: 1L�,', , - I � 11, 1��,��, I I � ­ !N '', � �, ­ � � ,��'', � I �1 I *K11171 ".­ ­ �' 19 \ 1 I It+;, ;rq. Y„, ” �' y I �� 11 I.'' � ,"v 1. -,a 4 - 1;;:� - ­ -� 11 ­�t:l 1\1�,,.-1�1;1.11­1. ,it\ -­-, 1 '' ��;4� � 1'� �' ",' 1.� ­ I„� .,.: , -- 11 \< �� I 1- ” .1 11 ' � / a ­', t�! z' �� TTTT -#. Po �: z A. 6 0 �" ', ` o PLAN C501 j':.' _ w 4r i z j \� 1 � #�. $ < 0 C p . o : �I a Itit'll �' -�,, 0 0 J U ❑ ❑ . ' 1 ,': / - \ C� b .. s v -11 602 �.: 4R, Y tel' SES P� I 1 11 � 603 �, 4 `� k �1 � a 2 a ?'7 k . i \\ ������� \ , , G „ : N r/ * O 600 » �, », a' ,' 612 T pR�P�S�� 6O o J' SCALE 1 -100' 6-' b \\\ 1 y = itt o I �I G>; /_ T \\ Y ; Wit. L L' S -I » ' .. €> T y 60 11 6 <= � o 1 Z ...yT"'+ 1 1 �Z 0 v / aA 1 6 , J r 4 v `- ` �2 0 \ `» 616 606 I � B_3 , \` Fah, ,., l S ITE- - Vawnl �� z \�\ E p�� \ , ` �` 1 rt t - 615 �. a .w , T t,9 » T %n y 617' �" �P 2, �—"� /'/� •`'* F ORS .yZ � SANG \ KRB � S-1 X5 \ i' 8 » E 0 �s \ �r \ I 0 /, .4✓ » \ \ �, -.111 0 6 �t O ,-!M> k„ ': FEr,x` 4� rw, 4•`. �1 T—'r '7 T.... \ ^1 a,x. ';'e. . t • t, - - - »11, --� 1� �y SCALE: Ill- 2000 i \ 0 �a 111 \\ l :t 4 e•'''' S 'R yyy, } `» 1-b 17 ° I -I i° B-2 \\ /- 111 \\ I ` ` \ YTN x! V 618 t..._..._ �— z 1 �'N ' �, B -3 /r4, 4' ............. ........... \ I t s . ..... .. .......... . 401 SEE PLAN ONE, SHT. C601 ; (� ' .................. , N , 1 1,4,1 ...... it \ it \ A - .; n tz •. 4.t $1 - til CO W. 106th. STREET - * , /,,,n . � � goo M hw, t �3" q `t r _ t 41,:"MAIION CO . < 1. 1 ,, , 4&1", . � �"­11' . � , � � 4� M, 1 1 1 ,x. ,, ... 1 �,4 1 , a . ---i �' st:.?i wt �a m 1 d' a .: wr L rs „ 01 - :. ,, m t ,`�,� �,,iI­?, i ' ,.IIIIIIIIIIIIIIIIIIIIIi �,r€ r ,: _ • . I ,PLAN'. - .� � �.�- - S ITE � r . , . , . " �� aI."," p� k11.t� , w 'li,... a :. ,. ..,.. ?I ... e; 1,- t I e4 ­;tri ,,-,�: ZO � - '�,,�­, I I INC x a ",".'�' MAP "I M -�i` I ­ I r" '­ { yy��. "I". fi { .Y I 1� g, h. p `dl Y 4+' s „ 4' 4 y ;; ,, .,,„%� I'll ., .rte.', r .. ;pKr , I II I,,L4I , - .�­­',­­' 4,1- �,., I � rl x y,. xr `�; �., x• _.� I /I�- �”' '­", i ": . 1� I ,� ,-1 ­. Y ", 11-�. I „ ­­ w «_ �.x I P- 4 �I« F' �t. r t l-.1 - I ,-�t. ?, :.-` ' sa#"''•I..t 'y y�'Y,p:,v.:: 1 ' >- R'... ,„ '# ;N+,; \' .;,�,'� ., _ ' ,h 1 .. ,.--, ,.-.:. .'., 41. '-,t' e. is ,.. ,.: � ,­. L I i 11 -1111 I I , � ­­­.� ­ � "I 1411`.1 , , , ­ , �, ­ ­ I ";��,, . ­ , . .. , 1, � v 45., .r J.l: a..,. 'N. .. ,��t . . Ili YF'. �­�" ,�, • / Y ''�,,,.,t, �1!s 11 � '.��.�,,�, �.­ : d �`,'­!,., 1 k " du � , d. � 1.-�Mw * IY 11. L M ll I . 4�- --1 I , v r � 1. s .. ?•-. r- r z .. -,w, ... .. .. x: , :,t-,! "' I I �It ". 11 ­,""., I I :.+ :,�­.�, -,`, , s I ­,� I I " L4_ �111. ' a k A' -11 11 d , - - I - PAUL I. GRIPE INC * CIVIL ENGINEERING ENG CHK: DRAWN BY; SCALE: DATE: CLIENT: • LAND SURVEYING AS NOTED 12-17-90 PERSON FORD 7172 GRAHAM ROAD 0 ARCHITECTURE TECH. CHK: DRFTNG. CHK: DRAWING TITLE: / INDIANAPOLIS, INDIANA 46250 0 LAND PLANNING qG P-7-5OVER SH E E T (317) 842-6777 WORK GENERAL NOTES AND SPECIFICATIONS r rill NOTICES AND PERMITS " °�*�I _ :. ,. ow A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. B. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 'r : � ; C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND '" COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES 61, D. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS „,, RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB .. 1, SITE AT ALL TIMES DURING CONSTRUCTION , .; ::r A � , ,,,, :, E. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS , I PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS, TH • 11 ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS - , PROJECT UPON COMPLETION. THEREFORE,IT IS S NEC ARY T OBTAIN APPROVAL ES TO 0 L AND ACCEPTANCE BY THE CITY THATCONSTRUCTION WAS DONE IN COMPLIANCE , M, WITH THESE PLANS AND SPECIFICATIONS., #u., � ` * � � oo,-. x F. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK` 11 SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR „.�, },.�� , G. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR f' `,' YY EXCAVATIONS FINALRU 9 FR PART 1 6 PART "P" APPLIES T A.,; LE 2 C 92 SUB LES 0 ALL X, d :yS.'�4 EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. �"• # x;= 0��111,�H. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE ,DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER , IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE I 131 ABOVE STATED REQUIREMENTS Y«, t� .,f'F 'tr' / :9W"4', Fw,. 4_ fi 4' "� fi ".,+ b9 •lad"" rl I h'„ 4 h o 4 a b k� qq` I ,,,,�­ -,,, t"'..� *^� • �» Y, y' o d'�Q, p a s 'a'»in�4„ + ,,, .',. p� It"k eZ dE s I Y tY sk' `,w 'g `.�.�µ t I a � t4s k F>* `,„ rn ;art si1.11;"' ^'' ' i°r - 'd '/'t ,w, $ t. INDEX {d� a' ,. SHT DESCRIPTION'4�i` CS COVER SHEET do C201 SITE DEVELOPMENT PLAN 3 y C203 LIGHTING PLAN11, C401 ENTRANCE DETAIL =•:�.';%' -: C501 STORM SEWER KLAN & PROFILE it,• ,- . C601 SANITARY SEWER PAN PR FI � J ; L & 0 L C801 STANDARD DETAILS ' " . �.; , C901 STANDARD SPECIFICATIONS. ,. J Aiip C902 STANDARD SPECIFICATIONS.��y. � # L101 LANDSCAPE PLAN ,, °�;( .1— ` `° ,`17 ; YL:.11 1. 4. ,,, k �,'4K, Ley '.k':. .t, ,-, a ,s+ x rt �` M -•`R.. tq, ..i; ,;7�1 ,� ,, * -:,�'­4, r, - , �, 11, ­ 11 """ I , ­ - - , I BENCHMARKS �,,i�_` ' T.B.M. LARGE HINGE NAIL IN PAVEMENT AT EDGE OF PARKING LOT AT WEST OF N W CORNER OF .111" EXIST. BLDG ELEV. 895.53 Wz a r �fi k t C 1 u I'll I •C y, 4 :I'll Mt t '� i , , 4 "4s -!K i�4rFn 11 I 4;0 tt y v ° � >• ' „� M4 1, r", �+ , '�- �" �e y�,;%­� 4 � ,,F -,:t'' q+ ,'., ° , r/ ,sr rr e "' p'� 11 �• 4,4 '„'I'/f L. ".+, '. *Y.' ' , •y. `:t•4 - Y,Y "v 'k . 4 � 17 " '1'• `} 't" d !`i Y ,, �yjv ,aa A,2 `N.'�,<.LL.,:"-: r,- 4 , A � 3 r �' +1. 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" �, I 11 `-*�,v �, �, ,��,,�, , , '" �., �, "14 � . �­;, ; �,.%�, �_­ , � , A O.'A" I - , . , , , " I 1� " ""' � " .1 .", 'f! , " " , 1, � 71, I .... . �, � , , , ,,, _N . , ,,,, , I - � 'i - " ", " p" ­ I'll, ,_ �� 1. , -, � , o , ,� , L- , " ­��`�­!�j - , '� 11 1� ... - '' , I ,-,, 11 1. ALL RADII AND STREET D ��,, ....... �> �_ .1i, � � . " , I , ­11�i,' -',-';,, 4 " ,, 1" " I'Z !1v � � IMENSIONS SHALL BE MEASURED TO BACK -I' . * , .11 \ ,,�,:, ,z 4r-,141,lt, ,:" , SANITARY SEWER V ,j -,,,,,', �� 11 -1 ''� '!,�;;� ', pir. � -L� � 1. . 11, t�.*,�, l : � �, ; , , �. t, " _ " "`�,�; , , " '' 5. �. � w i,: "v T, 1- ivO(vzt. � , , CURB OR FACE OF INTEGRAL CURB AND WALK. ALL ��_, I I , ,� -1111 � I 2, , � '.­ , ,_ , ,� " " z ­_ ,,, , v- ,� �,�. 'l-, 1�. "M,u " 14, , , �- V � I 1, It I -, 1111 ,�*­;�03`j� �54*w�k y , - , OF ROLL I .., , , �, * � �� � I , - - , - '4"'It " , � i�',_ I .", ", , ... 11 .� , \ 11" t 1­3t�,, I -%.t I .1 . , _,.: ,t �,, , A I,,,,. ,�.�`�, �,� ��,;, � rt 44,_n A - __, , u , X,�.,-: . �� - - ", 1� , ,­ I , �..;, r , . - , I - , ­� * ,F* TS t"., "' :, - ,4 DIMENSIONS 70 THE BUILDING ARE TO THE OUTSIDE OF BUILDING I _1 * . 11. I 11 ,�,, , .1 I'll . I �Ll� 11-1� � ,�� �, 11: -, ­ 400 �.w _ t� � , " _ .- k - ��, I , I � I I ; � f, v , P,k' " 11 � . I I _�­ , __," I I I' w''f - '-1. � ,�_ " � , � ---,TYPICAL STRUCTURE I . 0, , k0%, , I , . , , ,N _ --, "I " , � , I � !;1,'_; � ,�O_*, -, " t � �,,, ''..., �, I � ,", , � , _. ��, J, I I I � , � � ,� , " _ ., i�4-.,­g�,c ,��, I`T,;,�,*04� 1. '. �, , , , , �' a'�'A', �-; 11; � "'o. 11 I _ __ " , . I'lu ,.,�,;�� * � � ff,�.:,, �: �,;� �'K � �, , , 'w, , ­ .. - -1 11�I�l il �,:x I 1�.­,, ,�_ _ �', . " �' : " ., ;r�*'11­ I. 11-11 �Ilvl, �­ , ,� , " , , , ­ I I Tl�_ '' , - , ' _,*�li, , " , �_ ;:� , . . ,_j,,�,�7_,k.,�'t, , ,,,, r'74: �,�� � - F� -4-;," , 1 4, NUMBER , �, ,� x 11 1;1 , , I . I zl� \ � �­111_ " i " �_ , � - �, , " , - �_ 'k " I I "_ I � 1�� 1, � l, ". . .." �­ ,,, � 7.'�,o,_, :­ I �t;',,, , -1 I I , I - �t�- , � 11, _V� * I" � �­ --o, �!. -, ­ � , � -- '. � �:,q �,vf � " i. , _� � - I I �,z; 'IV, '_ l _1 � , �* . ", I 4. ,: , , , � I � I ,.-II ..o� _ � ,;, �, -,:1'1.,1., ! " - - 11i1.­111w_�1-v111_ , , _ - , * ,- I \ 1�', f ,�,� - . -.��, � � , -A ,'-" � e ,,, �­­ ,,, - " , � -1 . � , - ?.V ,,, 1, , "o � *T �, % � -- , , - ,�*_v ft; 1i I 11 A I ��,.� , , " I "; R ,I � �g',, �; �z �' ,�4.�jgi I I � .�_ � , , " � .-, ", ," " �_ r* - !�,,�il, ,� , -i% 11 , ". �'.' .11- , '- . , ,� V� "At" �. - - "It - I -�:,::_. -11, - I . I , � , , , - l- ,;� , ,c, - . .l,tll 1 1`4,�'�­_F, � ,�, �j ., . � � .i `,'. i -,g'-, � & -"- , - �,:,��,l ., "i", �l ­ I �,,,- I " _', I I , - I '.. , ".- " � . t, ��im_, , �, , " .... � . , I \ , v IM, 1PO"'. " A �,,�,��;,.; ,,,�, - , 4 - � .11 , " � �k I I - . � '. ,�,�,'�:'_'� , -1, , ��­ 1� I - 1, , I ,, 1,� , � �� Rv;711 �'�-vj',') i,11'rl 15-11 .,; 2, ALL RADII TO BE 5 FOOT UNLESS OTHERWISE NOTED. .� �, , _­­­!, , ." , , 0 , \ 1� 11 �4­1 ',.`t�3'. , �! ,ovi., �4�,Ylt��,, � 'A- , V;,;' �_11 I I '� - I 1 3. BEARINGS. DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE - . , 11 ,� , ,� , :�::�. �- t, 's �,,,,, . k,.*" . , 0 1, , , , .1, "(, . q,_ , z 'l", T. t.7 ,�',5�v�vr 7�tiv�' � . I I . � . , 1, - . , , e , ­� ,*Vk , I 11 , ", -� � ­-_ � �%11 � , � . � �41� ',,�]�,,, , , 'r � , (�� .::::%_ ONLY, SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. A. 11 - ___ I � %&,7 ,,�` , , �,%'� I � -, - i'� � � , , _,�,j, , *�- I 't4 ,��'ti�pz-�1- � , 1 -1 I ,%** " , 16 "... ,g 1 �� - I . . . '�, i � < ,,,, ­�l ,,#,,, � ,l -"'p .1 � 111r, - I 't 11, �','��Ili 1'3r, tt7�1 1"i U01", ­?;_­�� "N i* I*, �! I . I ii- _i,A, 't�,� I . " � " ,_ - . ­ � ,,­,,Z.-��,_,�, - � - , ,- - _ � t,t_t,� ,4 , if I I �, � � 'k 1, 11, , � , , I . , "v " , , " ., - I I- - "I ,. . I 1 , �, , ""'j5z, , ;;�, V, , 1 _7" "" ,,�4,,4� "I � " I I I "l , I" , . ";�, : i � '4'1��"": �,W,,,,�,��,�,',.�,,��,�.1,�,,,- - "q� , I ;i.-�� ,, :-, �,l, I- ''. .,�,,��: I 11 .1 ", � - _11 '', I , :,-1 . , 'e.. , 11 �,��, , � A044lr"*�,'A. - "� , � 1 ,,, 't, " "­ - - ­ _ '' , ��t�-, I '�. ,W' -�t .., 14 , , , ",;" ­­A,X,�111 � I 0,11 t l,�41! W�!� , �� -,��', I . ­ - !� ­, 6,,�' zl., wf :i " '14'- ­-J��,-;P.P,4A�, ,-,� , .1 �, � , � , - , I �, M� 111�1'!­',�,','�­k , , ,',-� '' INLETS � - , " - � � ,�' 1 �., " "' 1, �_, , i�', - , � , 4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND --- 1, I �� - � I I � 1, �, I 1 41.1', � - , a", , . I I _�'k I �311 ', . BUILDING DIMENSIONS, __ " - , -1 \ I \ . , - "O N, �, *' � �, Il'), �:""" . � � i"", ,,�, 1� � �_ I IF N - '��. " I 11 k - I , �' ­�:, '' I I , ,,, - , IV " ''In � .,,..::;; - 0 ,j) � _�, , , P q­�# '. 1, , I , "" � A� ,* . , , - �A 0� 4 ", I :� \ , ?�� 11 � �.�." �, ,* �, , , � I 1� , i .. _IQ I _�, ,�, , I ; _�,17#jv - ��, ­ ... � " I 1- ,,t� + - - `Q1 4 11� .4 �, ,�b�'�,,,�­-J'7�,�� _._*111 �.0­1-111* � 01 " , 11 I ,� � �­ � I ,�, " ."'! 4,; ,,,.,, .1, I � � .. ­­ , . " �, , ., , I I - , - -f'4' " , " , I � ''t , �, ". , , ;- , � -44 . . �', I - I . . �:,, 1�4 " . , %" 4" 't, �,A �­, ,;" � � �� I � - ,�.�.''.�,',,,."�,�;,N��,:::��,-4",��! , _.; � , � � � I ,- 1, i,hf4t,,A,1 ", , ; ___� 0 ,\ !,.� , , � � , , � t- ­- ,.-",- � \ , x",t4ouk" j� , ,� . f , . lt'�l , 19 � .. 1 5. ALL PARKING AREAS 70 BE CURBED W17H 2 F007 ROLL CURB OR ,�,, � -1 .... 1/14� I \ �s , I - ­' It X11 11 , k, , ,: -, I - - - �,. 1, "A l � ,,,, � ".v, , , kr,�J�; - ��`, 1 ".'8 , - -­ `*,_� cp I C- '-- I x I 14 v_- 1� ­li � � � t i�',:: ", � \SA. � , * - ____ ::��� I -, - _,.;_�v , � 't., ., ,4, �� A , 14 W-tz , �; , � SA 1- - __ - � 0 1 - ,_ � i . � " I 'el CURB _. 1.1__1.11�1 _,., � INTEGRAL CURB AND WALK AS SHOWN. ��i i�9, It :,,o�"Q­:�!,"�; , I 11-1 �?��; � , ",.,�N 1'�"` L' ", . � , � IZ,-* - �,,, �,�A r',� �p " ,�,� .1 , 11 - ;, " ;, � - -1- �, t_ . " - , IM I'M. 11 \ � % - '� �7,g­­,­ , � ': �t ";% �Ik .; , 4.1114 �0, , k ,* '" , , , .1 _� , � \ "V , V� � -ylyr , N11 � ,, ­ . , .", V,,t, ", % . I ",1, , , ­ �wl �,� �_ - :::::;:�' .1� , tu,e ,T�kMl, � - STORM SEWER . � - -,,t�,'­ . , , , , I, I- � .:::� I �,�.: W I . 11 , ,�, ',��'! z � I -�, ... `�'� �'k, ", Z.4 _r 11� ": - l �, 'I'll A 6. ALL PARKING STALLS SHALL BE 9'X20' OR 9'X18' WHERE ADJACENT I 1A , , 0� , I I v �1'1 4 . I ."Ir"..'- I .. I " ,� -, i , -, �,, o'. 7'�, - ,'%` � � 1. ... , , I �:, , � " �'­, , � �, 'I, ­ 1 ,,,, -Iff"" - - 4v.�_, , �` AREA, WHERE INTEGRAL CURB AND WALK IS I - " "::::, _� I , .. , , rw - �', , 11_� a ;� �ix'�,,, �,. ��,,,�, ,l !.',,� , , ,l oe ,� " 'r .- ,�", I - ... �� .1 �, , . , ., IT' , ", , __ 70 SIDEWALK OR GRASS \ I '' tli 1;7',�, q. ��, , , , � . . � ,­�,;,, 1, " , � "li,,g � -;! c 'Ict, ,v �, �It'. _ _ , "it . 1 4 STRAW BALES � , " , � - , I ,� I l,�,� ." l: "i � , �, � ".­ Al, .- - 'r ,,, ,,,,,, " ,,.,,�O�';,,,;�,�F ,4"7 - , g 1_�71 , ,,, , , � 11 - n I : FEET OF SIDEWALK SHALL BE ,���4� _� -1 � �11 I \ `�� -,-o,,- -��' , I *1, �;Ilr ,__ �,c; "t'r.", � : , ", � -, " W's'.. � I k t"I __�_e_. ,­ . ,,i --�,,, -v,.-, i . I cvv ".�,* . It, -w'.1, �; "' .4, � lk��,�l;­­,, ", ­ �,, i7r ADJACENT TO A PARKING STALL, TWO �\?X. " �, .1 \ \ \ . 4 ,,, 14 ,, �,-�� , ,,,�A,Z�r � I lq,lvi, . ,,,, � � , �.,V. r, ''I I ,�A _m. -4 - I -.1 I � � � " "". � " � ,; 4 ,v � I UTILIZED AS PARKING AREA OVERHANG. \�,kv '� �. � " I \ " - � 1,i�'!i.l1IcI` ,- I �­, 4 " , , '. � t;:, � "', , "�, e'. #'t " __ 11\*�_ -.:,::::: � I _ I'. " jt� , I , � ,, - - I .W', I I "��',_- -"t-""!� , ." . � ., ­,i";i'��'� 4." w �,--,- ,4 ,,� NA P�s� I - . I ''. , , " .., � . _ ''.., 11 , .. i I , � . � "' � -t.' " - ,S-,T,,+qt­,�� 4 " ,� .- Q�� - \ \ ,1. I iV I A I ­ ,� :'A ill 1 " - � \ , I � _ IVI,� -1 1_ I . I 54� "I !L' � RIP RAP �11 , * ,­ !�,�,,`, ��; YA, ", � � , , � 'A , PARKING STALLS ARE DI �:,: , I- k " � i �. 14,1'' ,It �;, j ' '�� I 1� I- -V ., , -,- --I�",z-­­t&", ,,��, � ",''. I T� �,�- 1 _�W'­"I*13�f -�,, � I �?;: -1 � 1, " " I / \ ­,. -I , ,,-, %; , �A;, 11 -.1, �'J," ' "' ­ , _:� MENSIONED TO THE FACE OF CURBS; WHERE ROLL lcocl Ir-alm _-- A \ , ��,, \ , -'.t ..�, - � , ,4 ." e- � - " " , ,"":7". CURB IS ADJACENT, ADD 2 FEET FOR OVERALL DIMENSION (A7 EACH END) \b 15�/,- ."', I \ \ \ I, C7 ", - \ , , , " t'; �, *1 . . . , . , W'04 .--,,', .1,k �, � .1 i�­�-A,7 I , : 0 1 1 1, 'i,� A,&�;, 1, -,I, - , , - ­ I ,� 71 VIE - 11 �, � , � � Nl�iE I 1 3'. �11 I 11101", I'll" �, : " e:: i;,�,�: " 1� >�_� I - �­11 , - '­, �; � tt�� ___ -,7( . I � I "I I I - I , �%', 'T�V�* w, �;",�', , " "S � il ,�� I% t . 'N' -_ ��i� � �, �. , t , I - 11.11 �jN " _ � tl , . ,,, ­­, ­ ­ ­:,�e',;-; I TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM ,�- - - I I . I I I . , � �,,,,T, .", I . ,10��',, , � "". " �i, 1i t;�r.-" " 7. \,. �01 \ , , ." w -, ,� 9 \ , , I k:,� - I � �_ " , ,�'i�, 56 " 11 ..'­ ", -1 ,� 1�, "', 1, 1 013 : ,,j�,' I �, ,,, � ; �, , -_­�� ,� I ,;�t�l , I 1.�, � , � ­ -,,� -,%, ".� �,�"­,;P'01111 , 11 � � ,; 14 1 I .1-, I ,,�� - "' , -� 10 A2A , , I , , " I ".. i ,,�!��; , - . , -f , 1, pij 1-� -11 , -;1 V It"w, ,44� 1 �,, , ;l , , i ejpw�l , ,., \ �: ".; . ­;*',,,, :'�, �, ji p X ��,,,, , �4 , "' , , ' , I . I � " ­ 'i , " m'tk, 'I" , TO APPLICABLE LOCAL STANDARDS. I \�, \ - 1� .1 I I i-�,� !1�' ,, 1'( , �� I _­ gn I \ . �­ , Q _,,�' . , . . , " I I "'� 'I " � -1 11: � , I I _',_ I . Ix '117 - ?11�!: ."","Ir "'r -,". �T_ - I - I \" \ (S.). I "" " I" welll��A'J­�T �,�,'IZ,Ii' I r , 11 1. F, � V, �*. .� , " %, I - �,_ iol , K I 'I 4 I _ , " \ I �_, 7-':� 17 " I 1� , I . ,�t : � -,", -,l, �, 7��;�;l, ,­,,-_<, " "', ,,� ,, �, � i"i ", . 01 I ` , ­�,� � -,,,.,,.,,,, m ,$� EDGES WHERE PAVEMENT IS TO BE REMOVED. _ .. IQ `4,-� I., , 'I'L�_',,,, , i', � ,. "' ,7- - ��,4--;,�, _:��,._ \ �', I N 7 DITCH GRATE STORM END SECTION -P'111., ,T-.'?� " _� :: 5 , I , � � , I" 1, . i, , �_� - ", � �,, , ,,, " " �,,%, 1� *��!,� ��O ,_ d 8. SAW CUT ALL PAVEMENT - � . I � 4CS , I \ � '1� 11 ­ *­,% I , -1­1�1, , , , � 11 t __� � \ n.,�k, � I �_ lk�l +...�..::_. � ,� I . �� � �, - _� � !,�j,�",, L"' _� , I � r, ,, I -1, � . �� ,� �, I I , 11 '� ion �. � - INLET MANHOLE 64 - 4o',. _,I Ir- - * ,�, A � 1. 1, I- t-, � " �1 . .1� 11 , '�-, . ­­,�� ", �. 1�.xl �:� : :,� - - � , ;�', , ',' ,,` kl­ , � I � .1 -1 1-1 ­�111 i� " I -1. L I I f, - 1��'- 11 ?Ibl'_�'. "I I ,�` ,,�,. , � ,� I I ;­ 'T " , � , � , : I , I., - *�'.�,P�'4 ! ' �'iL', � -'T I", . � .1 . . I , "" , - ...... 'T � , r - _ RK TO BE COMPLETE PRIOR TO CONSTRUCTION ?10\)_ I , ,.,I ". 1; - I— '­ ":�� " I " i�, A 0�a 0 c� `A �:, \ I � , , " � � f, 4. ,� 9. ALL SANITARY SEWER WO - __---',,��- , � I ", 64 gn 7� \ ,,, \ � �C_�,��j"t �' , - , " , N , � - i i,(�,\ � p .. �1 I - I 1�, �, ,, I 11 I I - , 11 I I i, ­12'T7,�Vl, �_11­111­1­fv­, I 1. _11. L 0, - �, �, I , ,!, '' _ - � , I _�i!' . l. � 7'. It, 1 ,4,�,'��:7�'.�',I�,����"",;�,,�, ,�,z,, , v i, i'll;, " I � L/ - 11 , I 11 , I I - ,. - I � , , �, , I � , " ,; 1- ,tO 11 — � " -.4- i", , , . 'r I �4,1�11 �,­T,.�, ACTIVI XISTING SEP71C FIELDS. \ 1, 1 2 0 c \ I I 11 � �, ,_,�, � � , ,� . �",,g�� � &I -­ -k _�'. . I I ,�. 11 ,i ­ .1 I . I ,�. ,_,, ,%.�i; � I 11 I � , ,f7 �,,,,, ,,',,,,, _. �_� , ", , 3 U - " � , I 9n !3�1 � , 11 �41 ,� , 1"I x j- \ �, """ ��"!1;�. ".l, ,� ­ 1_11­111­1��, ­ $� I -cpi�,� / - I 11 � ,� , � I __ __� - — I � �� �, I �,etk� I t � �,�rl; , - - ) . . I - '441 �1_ I I , � I ­�'111 t�,,7,p 1-4 --F le - . . � Z 4116t,�"71;�tI� A j I , , — I - z � _� I � 4 I �, �` , I 11 I � I ­� , L� � ��, I �. "I 1 4�.t; — � - , I I . I � - � �� q ,��gf-, " _ ­IW7�13 11 , - ­- I -,,�, ,., ja�% �q 41 I " '. ftNi I �, �, _; I � 11, f ` ", L.* I .�,,� '*� 1 1 10. NO ENTRANCE DRIVES EXIST ON THE EAST SIDE OF S.R. 421 FOR 7_ _----- , I I I -',� - �1�i,�,,, � " " , S. I , . , - . '' 4, APPROXIMATELY 1000 FEET NORTH OF THE INTERSECTION AT 106TH. ST. I __-, . .1 � �� I .� . - � ,_5�1'�,, 4, 1 , , I ,�. ; - I I � " j EXISTING SPOT ELEVA I I L)N I i 0"; ,, - �ft, ., " � - , � 1 7 tt, � . . w, ,�.,, , ., � , , I I � ;,_ 11 41��,� , , __ , -7, ? w ,� I -N� 1 I I I I ;,.!., . . � _1 , , ,F, . I � 0, . . ­ 0 S�� '1� ­ I I 1, I I , ", - '.��',' A-t,-,;" 11 - , :1 � � -, I � C, ',� �,� I " l � , , , " - , � '_# ,?,� . I I , - - , ,� , , _ - ", , " �, �_ , . , It, 1�vl I I I ;,o -::A . I :.g� I _0 N , _��- � " ll " R� .. - I �� . 'IN - 1.7 1 'L, �� ,, � � ; 1;1 , I lt � I I I I I ",'� _,-;,,i�, � I I - - -1 'IT I �,,, ,,,, �� � � , , , "", , ,:: , � � , * , , 4'r . . � ,, F, , , 1, t; , i ',!�t, , � ". , . I I � '_ t I "., �, 1. - 11 I � fl, I . �, ,,,, 4'. ?e.1 , � � e -�' ? ',��,l, ,�* ,44 ;�N\ - ','� I I ,,.,� I , 11 �� .. � I I . � 4 , . , � , I , I W� ,� I" �, N A - T'I �1.4�0 , , 1�111­ 7 I I � � I .1 ­_ ` - VA, I ' - , 1. 'p " � , `,­` ,,�,�,- � i , , I - - ; ,�: 7""', � , ,_­ - ___ 0, ,Q A I �. ,I - ,74 It"r � �<, \ . I ,W* I.v, .,� 11, S17E VISIBIL7Y IS OVER 1500 FEET IN EACH DIRECTION. S., I I ., �.�i �',X�­ � � Its D I -1 I .1 P, I W� ,,� � I I ... �. �'.., : 1 I . v_,,�,� � I '�, " � t I,- -��P,4­�,�- -;�, ,'� 'V, --,jl',tA,-,, ,,, . I . :V4� 16 ..'�_-,� -, � �j � I I . , -� �* . . I , , L� \ , I g � I . , �,� . � -r - z .... . . Mt, . I ��l,Ai� "'."i", _ ALL INTERIOR DRIVES SHALL HAVE TWO WAY VEHICULAR . - ; � �,, fL" .. I.. !, 1 I -�L 10 1, 1% il 01'.` � I-, I I�Iifl;�X_:y ­�Itl p " �, ,�_, , , ,,�,, , I , 11 � ,­,' '��'�,�_j,,,�,,,,��:,i - 1: ''. , '' , ;jy, , , I . 41-1111; ."%�,z,py,oi ,;� . . 't , '11,!��, 'L", , . � - . 11 I ...... �, , m , 'i , ��, �, ;i _� - l .. � � I �., I 1". .1� I � 1". ''. 1, -, �,. v , , V. ,,, � .- - " .''m *� �"4 " '-.o, -, . �� , " I 11 ,� �, � "'t" - I � "', , , ; 0 ��!.'Y� �, 1� __;? � 11,� I , , -1 1, � , 6 , � , ,,*, , �,, A�,,!- c � N �!, �,, , � " \ . i�j _- _. , � Y�� PROPOSED SPOT ELEVATION � " .0 I , m 6- >�� N --, -)' __ �,. - . I " \ , �Y/,*: _\ , , 11 :11 . 4�1 M ., 111- 1.1,4 --i *r - " � � I I I I _,_,", 1-11 -�,�'­ -,r��,�,,�'. "i ,.�� . TRAVEL PATERNS. -1. 11, - ---------, .. I � . , � �� �, �, " ,4 - ip 12. . 11� I . . I - . AA -- , w � I 1�1 � � 7,,,11 1� , 1,1 �4.�7 1 - I � 't , , , "I .ItO ., � � ". � *iit,tl� I " ., , . 1�0,. �\ �11 � . I . , _ I . .1 - . , , , _ .�, 14 . . , � , 1.11 , ". I � I . ­W,�,, I � . � 1 *7 " , , , " "', � I I - , I 0 ,� 1, , 11 I_" , I ­ . .:N ''f, �111 , �,�� " -, " W L'� I , � 'N I ' ��`i,'_�7,`,�',- `," ' �`x., , , I _�!_�_ I I I �, , �� -1a, . 1.w -I'll, , �, 4, g 1 4 , - � I . , , - , , . " . , , ,*, , . I 't I � �; . "'."', � , t ,� "I , �, -1. I -,.,* I ,�� a` ,;� �­ _� - " ,' - " �,­, t,:,. I I , �R �111 11 - . -� , , , � 1 , ,_ � .4- , tv ., V:1,11k, � � - (SEE SHEET C801) 1 54 � � OD- \ . \� -, ,I- , ", �A,&/�"* �111'.'i ­_ - 11 I - - " , P,`_,_,,-,`i!�,%,j _­­� . V/ 11 I . , � "! 1 5 t, ,, �, , , - - tn, I . 1� ­ -1. , - . - � , _', !�, I , tj - 11 � 1� -,- %, � v " � ,*,-1 ."7 � 611 13. CURBS IN BOTH COUNTY & STATE R/W SHALL BE TYPE"C I (:�� 0 � IT71,0,4 -"-, -or � �` � �', , � ", " �:), , ___, �� �. �1_1�1­ . , I , -4 - � , _-,, � . I W� - - \11, NS . l, "It I _ " \, I , � i , " ,�- ��­, ,� ­ - ,, , ,�� ��, � 4111-, .- �. , , ,� I 02 _____ -� ,i I I 1. \_ I 11 �:4 V, I ­ I I . I " ,�M,_ 1, ��, M 1. I � . ­*,W� t;6 , 4i. �,'V�­, ____ I ___, -I' ,�Nl � . il . ,->\ - � I � - ­ - I , 1. " `:,��! I - i� �­ OR STORM SEWERS TO BE REMOVED, I � - I - p , 14. SEE COVER SHEET F - �s� /I A, sw 1��.�_ 4 ­ , _ - �, � ,� � . "? 1��-�" � ,04,��, ­% 11 �L EXIST. ASPHALT TO BE REMOVED '*­r5�N`t"c"'It, - ", "'.1'.1h 'i �, I - , '111 � � 11�', � I . � __ I �.,,Ilti�,;�L,,,i N._�_ .11 ! -1­;� -,r" -,;�,, , . �,,­4 1 - � it �_�, ,,, . , I - _e__� I I , I - . 77 , � -,_� � I ��_ - , ­� li� 7�: �;Ii�j," I I .� , . .�, _, t' - io� ; " ��, "t 4 , , I - 11 , - . ­ I I '�, "K V. ,,,� � �,jio,j, � , 14";�, � I - ; I - , _� � �.� ", . 1� I I I A - . � 11 , Q ,v v Nb _ ________� ��I_ X I ­ , I I � -v � - ,,, - v � � , I'� -, " * 15. ALL SHOP DRAINS SHALL BE CONNECTED TO SAN17ARY SEWER. \ �, I - ?I] I I I I ., 1, �, I, ,.� - �, T. " ,V., " -,71"- v­$j%,­' - I 11 i I ,,.�,�, ,T,---�'-,i,N`, -, " ­qt� , 1 _1 ) 1, " ""," , "#� I I I t �t,",�'.'�'.',jo,Ar,.74 ",j� I \ I,,�. _�� 0 g-j'�� _�tl I 1� I Aw L , -1"' ,�.� I,,,� ,,,,,,, 1�� , , . I � ,,,, , ,,,,, - ,­ I". I - - � k ,liO 6114� : I'll . � I l ...... . � ,"' 11 � I I , . ,Iwt,7�' J!"'o" I v INSTALLATION AND OR REMOVAL OF GREASE TRAPS AND OR OIL I - Ii I c � ''I , '74, , .,f4�, t I �_ I., � ''. J�,,� w � � i , __ 11 �� ,� � , I . -_ . . 11 . , I It �:, "I ­ �� L' " 'i, * , 'A" , �,#,)�,e",;�,�v ,c " ��;, "-, " pq�" .. � � � I \ I .1 'I; �,�! I . . . . Z 1"'?. -� �', , ". ".1 1, " � . � , , � I - 11' , I I I �­'Rzl llill_F�0.41 0, � .11�: - \,�, f !!�2D4 - _. ,'� - �.� "!'�­� _4��, ! 1'1� 'k-11 - 2n . t7e,3 ,, � � I 1_1� SEPARATORS SHALL CONFORM WITH APPROPRIATE LOCAL, STATE - � ,----, - . \0 � ,I . ., ,.. ", � �, ,� + , �":, `g �'1'1`1,,�,I,i4i�.�'#",'� ,,, �,�;tt "I � ;. t, 14 1 ,�,,,; I I . k '11­%�,,�,_N, , I % I __ - I , I 11 11 .',�­­ I I ,_ , ,q,�kwz'q�', ,;�, 11� * " �� A, �,,,', W , . ,----- _� 15--. - I I \ ,I I : , � � ,_ I � , - ­­% " ,­ - ­ .�, - "' I � ��_ � I I I I 1 �77 . w', �711" , T 4, . . , - D � , I ',�: � I ­ .1 � ­­ 17'_ ,_ - .W """, V ,�? AND FEDERAL AGENCIES. � 641. ,�.S' gv _-, 1, � - , , o,,� ., ,'h� ,l�N,,, ' � - '19 , �, ,,, I I I ' . V , I I . . -1 , 1 -7.- _ P-j�, I � 57 � , � � , 'W'4-"� - � - "" I - 02) __�__��_ O� � . r . .. � � - � ::.; . I %Q, , .:::::-�,::: I I � I � , , I � I 11 ,.N.�", _, 1 . �0.k� ��� 0\�A!"- �, 4",� " , � TREE PIT (SEE LANDSCAPE PLAN) ' '7�­`, t4 'k I . 1, I L ­�,,, - 1. I ,� � "i- �, ,;',,, ,", ":',�4_1_711 Q , . I , I , . "�O, " � !i5_) - -1 _. I � � t­­I11_k " I , -111111 . I , , � ;� I ;, i . ... I ___ I _:� I I I I � I � � � I ,,ll', � , 1, 1�, , � -y- �- - t I I:r_ l � � I 1, ­ I " ��, , , , � 4'*�jwv','-: , ,,,� IV- I I x � I A,Z �­_11_1 �, "O."t, " I � I . h- 11 I '� I I -1 -f -, , ", �, 1� ,�­ - , , I T_ , ,; ",,, I 11, ril- ,,� I I , , ` - - it I � , , ,. 1�­ " - ""'.7"' 6 . � . I , I . �., '�,;, , i ____ . , ' - 1; " 4"'t' ""' 7 r- S __ �_ . .. � *_ a I - � � 11 - . ..... 10�1`�,; . , ,_ 11 1 I , 4�, - ,, r z t --$- �R, " -I,-- . �11 -III, 71 , __ 4 � . 0 (`� � I ; � ,� . � V. � '..'.: ��_ _w__ � .:� .:;!;�� - � � � -i I , .�, . � �_ , A" " '" "' ­�,-,,� ,�i;,'; �_4�rl,"`,`�� I ��/_�_ . . . . � - , I . I . . 1,;�� �. - , r , , , I i::� I - V, . � , I 1� �or­ �?' 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S N TO BE REMOVED " � 4 .,:� - - I &��- \\ . .*1 I � I , , , I . 111- 1- " 1, "pl. 1� -f, � - ,K�� � i � 1� -IT""" I , ,- j .. � -k 1� . - - .^, Wttf�!,'i�;,�,tlt', , -ft , - - -.� I ____ - - i�'$J5 0pl, -1., ?�-*�`�o* ,4p" �� 11 l',11 BLIND �, 11_-�111�r 4 �' - , � -, . - .�_* ,2,e_-- -- \\ k - b. S� -0 - , �4 , --- �, __ . - \ , i� It - - , '? \\\1 '-p \0 . , ca� I � � , , ­,�.,_ - ;,io 0K - /7, ��-�? ) � rIn i " '/_�_- 17�� 1 1 1 r - _�-?�;"�,., ", �vil - W.", -1 I :2,; - 1'r), __ .... /�/ /' /, -o\ \ *� ,.C��,"� I I ",',��11� � I ­', I . �,�;� "'- � �pr, , ­, . � . , 'r, "ll " _�,, �.,p,.,, , - \\ �, �/� �/ ,§� + i ��' I 11 I � .1� " , , lm i� N 32 s - y,,,,,- � I NNN- I I I .,": _. "Ta, - -­­ 117�_ , I , I - I ", "" ­­ 't-.��"f � I \j 111; 11 I ,,, ",_,,,%%,L11-' -V_ - k1r, '$I- , , I - � _�_ I , �11 , - - I . W_ 11 I , - 'I "'' , N - � " , " * x, I � ": 11 11 �'. - 0, ", \ , \\ - Q�l \ ) I \ , I I ,I I , '7, - �r, � , -1 ...... .. ­'-- .. .... ... '' , * 11 il. - �,r .__ , '. CONC. � .. " I � I Q,t - ____1 SO- I c�)N I \ � , �.' 1 411 � � ,.,IT i"! I . , ) � . " I , . - � I I I , 1 � � ' �,,, 'T ____ I ��kk�_ \ au 31 1 -S*-v ", , ': -� q 11 � �74, l � ," �1` , � , � I , 1, I I , - I ­' ' �' . - , , �l, ,.�.', " ,'IQ' �, , % ,� . � " , - " __. I " , - , It '" � � ,, " 't, �,7 -,,,, ,�,, - ­ - ___� ­ ___ - ----- - . I �I' � - � \ 4�1. 93,15 ,� ,q� I I ­ I . � I _", N ;i,j �,,,�,�� �,,; ,,,\', " �_ 1.� I 1, I c _ �, .41 SITE COVERAGE SCHEDULE I � " —800-382 1 'Y' , %�"' . ___ � L \ ,�, \ ,_11: �11 , 1 —55 15' BUILDING LINE 3-0 �> - , . \\ -,, -<�7' BLACK \ANYL " �". 1, � - I i-__ _---' CHAIN LINK � -*N I . � . - ;#7 x , " �� ­ -_ , "., R � I - � � - %-,", " �'J­ , -,�- - - "- ". A g , ,r, , , ��', �,, I / �� � � , ,: 'T I I /o/ � . ­ /�; __ \ .,�� X \ �� - I ., I CALL TOLL FREE , 't , �, . I— ., I " " , , "M - I I I - & U.E. ____ - _ , � 4 ,!�_ nt,*N­1.�--��_, - & 15' S.D ____ . 4, :A � I I - � - ; I , ��_ _ ! I I � � �- 1 I TN I 1� 1, ill, P ,� r, �, - - , 1 : 9.17 Ac.± 1-800-428-5200 1,,�,if,-; i 4, '­­ " ,il ' _0%� GATE , -A \\ SLIDING ". I 1� I � �11 11 �, , '. ,� ,� _� LLg�j�; _---- \ \ , I 11 I , I I - , "'? "I I , I I 'i�. "o If , , . , I \ - 1, k! c , � "" 11, � - '7,�tw4f, , " I � -, .,,� I _ �, "P 1� ,I " �, 11 �, r. 1, i'i tt;', ... 1*101 L i , ,�)il. \� � �i 11 , - � - R/W -0,65 Ac.± 11 I -OR CALLS OUTSIDE OF INDIANA w � , 1, \\ GATE � � L� � � � � 7-B i �' . , vy, � �. . I 11 I � J-) I I- � j I ,:­ ­!,J.'�r I I ln� , T,` �,�w , I" . t I, _Vtl` -,lo, -%_��Z', e �D - I i � I �, , " �__ �� , 11 - I � I ,. I '111- " , ____'1 36' 50' BUILDING LINE/ I I I I I ":_� ... 3&1 �� 1-11 � ­', , .1 I � � , �,;�"r ", W I 01 � - . I , ­ �, 'i-, .,,c ,,, I .1 ., p,'--_ ,,, e" ", A I , I � - , X,� $ !f.,_ # � � I ,y., � ,ov 4 "I � � . I �t' -- *;� ��' . � .> ,,,, 6 � - , - -A";1, - to�t., V, '4� 1 ­�`! , � , '�, 618 - \ 12 _... ... -N, '��'-�-' Q1 4 . 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I . � A6 ", - I T - - - T -- I , �� W�, 'V'Ti*�g, ,4m!,r I , � 4- -.1 ,,6 4" SSD 0 , I r _M%��A� - " 1k, - "I " it 11 -Im I 1. � II395 \ � ",I, I I � ,-,.'k, -;7"ok'r., I - �, I I 1 � I 1 � ,---** - I cK I - , I I , . 896.5 ENBELT/ Jol , I- � 1 93.1 ��: , -,,�� ,� " __ r, -, ,, - il,;P � 1 30' GRE . 5 11 " 1� .It� , Tt -Y,o��f�,j.'��',? , , - "I - - ., I .#,,'1XV' -w w", �_,,,,",�,,�, _t� ,�,,�;,!� ; �, '4� �� - - � i 1), / I , ,,.. �6.4( '.. 8. . _ j� : , "N�' �'�W,,` �l ,,ft 47,'.'.',� � ,,�,� A? , - , - � � � ,.. - - . � , 1, I 11* Vli - , �, �, ,, ., .1 .... 1�ar, � - �11 'A it 4,v 'r " _', �,,Q, - -, � , ,2 I ­'�.. ..;c*1 ��,,l <�, . I , I . 1- 46 - 1_5_� TC=893 . I :� ,t4 � ­. - , 1 ,8" - _- � - . � 1 I 1, � -i: ,��, 'i��_"Iig Tz '! 1; , (;��]) / - i , , , 11 ­ � t; " I - -� � , , �� .. I.- -- - -�i, 4 I �_ / ,��i,,' " , ,; '7 ',�' I �,�`, \ , " o) �, � � 11 - I I _� � -, 0, � � � ,��,. I \ I � � �, �j, ,* "I I -1 'r � I I � , � , , - `j . I ' - ,�� ��!4",.�1471��f� , �;�', I � - I . R i IN�)_ I � � I � , �_ - - I . \ " , � ", 4, Ine, - 1+ , .; � SL _1/ iui i .p. 11 ',7' - — ..... 1-1.1- .......... __�_, -1 - � ,, " A', ��: ;?'­-,�.IiP � . % I �; Tm � . I Gi I G (INCLUDING CANOPY) COVERAGE 16.787. (OF N E T)`�,k�i­,­,4_ -,;,;,* � 2,�,74,,,,­�%.' " -, A T? " - + - .).v 89.6 �, I I N I I . ',f , ,,:: T1�4 - � - I � �,,,�,- ,t -n M, I tl*v�l -_ , � � C�) _� —, _. -'.. ,.q, \ I ,,,.­ PROPOSED: BUILDIN _ "; -75 -, . 4 , =)= = - - r I T';. 1 ,� Lm _-_,_� i .- I- : -;7- -= = . - , PROPOSED 45' 1/2 R/W I I "� , , I 1�_ I ­ � ��_'�,:;,,�,!�', ,ti .�, ,�.,!��;, viw1111%,; - . t* - I 0,,, i� , ',,4 'Z�, �:,, e��, � z;, 0 �1 1� = ___ � 4:i�� . = ,f-- =t:-==7�---_______ E__ �� C,� - � ,� ,,,:I PROPOSED: ASPHALT AND WALKS 65.37% (OF NET) . 7 � kt.�,�,,,,`*�,,,% u f _� , F92 .9 _:7�_ � � __ __ CT �_ "� .�', e� .4�� ". I �, . "I ____ - 'I -, .__ - , - I I .......... 21 ... 11 .................... t: ....... '4- SSID . �� " : I 11, 1�i , I . � .1.1. I ,, , N - - - ��, - G *� - � I G ------ G , ..G.- I - - ­­ .......... ,.k-." � ......... I C) I �� 1 , , \ , . ___ - , - - — : = 97.10 - G — — G GO- � c , ___X�_ , " � ­ � !_� �', ;,�,�� *�,A!___, ?""Ply, ­_ � ." I I REGRADE SWALE 0 0.50% - - . ".. 1,�\, � ... 1. `!t:.,. � I I I i ,, 1�., :�, "I , #I ',,,l�,,�, ,,�,,, I I � �1% - L . . - - �� ,�.,�_.._ .... I.. z - � ­ "I .... . + ) EXISTING: BUILDING 7.5% (OF NET) ,�; ' � I I c� I -1 ­ I.. ,_11 _ I- 1� r I . . _.� " ''.0411 . A � 11. . I . , . .��_ . I - -Ij ,�), -1 61 1 1. ", ,�� " . I . ,, I I `T �_ - I . I .- , - .11 *� I 1 $­ , ,,�j;� - 10, 1�1 l � �' I I . I ,:�,,��. -z I'D 1�_, I 11 .1 + ­­. I ... � 1. � 11 I.. � I.. I 1. I 11 11 .... 11 I tl: A,� I " I - I . I - � - , �,�, , , " �4r, ,'� I ­ '' 0� C�/ EXISTING: ASPHALT AND WALKS 54.97. (OF NET) 1 71C,,� �', 1 I I c - - I �w I'll, ,,� , , .�5v," ,�A�. :1111., &;� % � , ,," . 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CHIK: I c_ - . .40449 ,;9§61,w� - - � I 0 LAND PLANNING SITE DEVELOPMENT PLAN I- 10-15-90 __ DATE __ - __ I 1 (317) 842-6777 I I 1 18 161 11.1 r 7. .I l M. " .r, ,.,. " ,J .u,.a — .-- -.-- . ' small, medium and large. w Corners are welded and r.1 I finished to produce a clean, 'µ` sharp appearance while t ",» increasing housing strength 'i' �'r"1111 � , ' Y 1 I y# „< and ensuring weather -tight " '�$ "" , w = „ construction. One-piece , ,�,. I 1 .;a2 , n. „r h$»�'�"- ' ' dp .. •'- ,q., ,4 ; ', '. COnStrUCtlOn eliminates the x -11"� ;�f � �' -I'l' f � ..11 worry of moisture entering s F il.z *P , from poorly sealed top pans �1 "# sI. " ' r• , , ' °� " N x, and side panels. 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R �.. s� , , �/ ,,,�'.; .,fes .; ", , , ,I 9':' b „;.�, " • .:a;: y - ° s .;{ ."- \ / �sTF i, APPROXIMATE LIMITS OF 0.1 FOOTCANDLES �,,,�• QL , EG RF . '�'� f o `:. T '� , ' `, �. �,- i.,,. .,: „wry. V f . , i , r No. 'i ° 11 _ * °� - * ' 20491 _�� = , �,; REvISIONS • CIVIL ENGINEERING ENG CHK: PAUL I. GRIPE, INC. IFIED B`;:D' \,,,NDIAt1P �' ,c` • LAND SURVEYING 11 "/ s�ONAL 7172 GRAHAM ROAD * ARCHITECTURE '` ' TECH. CHk -"'!�r+"" , :�Z�� INDIANAPOLIS, INDIANA 46250 LAND PLANNING /Z)-/5-90 DATE 317 842-6777 .,., W . . i �,. - L sharp appearance earance while a increasing housing strength and ensuring weather -tight construction. One-piece construction eliminates the worry of moisture entering from poorly sealed top pans and side panels. / Porcelain sockets feature spring -reinforced contacts for longer life. Available lenses include a molded dropped prismatic acrylic, a dropped prismatic polycarbonate, and a C73 diffused flat tempered glass. The dropped prismatic acrylic allows for uniform ground patterns, while the polycarbonate is an ideal choice for high -vandalism areas. The clear flat tempered glass is used primarily with the Forward Throw or Type Ill reflectors. Each lens has two layers of silicone sealant. The Heritage is designed to utilize either Super Metal Halide, Metal Halide, High Pressure Sodium or Deluxe Mercury Vapor lamp types. I I M-1 L��:im"A Porcelain sockets feature spring -reinforced contacts for longer life. I Reflector assembly combines hammer -toned and specular aluminum to maintain shape of contour optics. This provides high efficiency and low distortion of optic curve. High Power factor. Type CWA Ballast designed for minus 20 degrees Fahrenheit operation. The ballast is mounted to housing reinforcing plate which ensures maximum heat -sinking for long life. Continuous one-piece EPDM gasket for 11----�+maximum sealing. The Classic is available in dark bronze, black, sandstone or white. Other colors are available on request. Paint is applied in a revolutionary superior baked -on powder S�r coating, which gives the fixture an exceptionally attractive appearance. This unique polyester protection lets the fixture withstand extreme weather changes without A B C cracking or peeling. Finish dl) 2011," 5'/." 14%" is guaranteed for five full years. Vit; ,- ,'� A single, captive door fastener allows easy access without loose hardware. 23" Pole and Bracket Specification High Power factor. Type CWA Ballast designed for minus 20 degrees Fahrenheit operation. mounted The allast is b to housing reinforcing plate which ensures maximum heat -sinking for long life. • A one-piece, asymmetrical reflector is standard. Also available are Forward Throw (FT) and Type III (3) reflectors, which add diversity to the fixture, allowing for perimeter lighting and project continuity. Continuous one-piece EPDM gasket for maximum sealing. The Heritage is available in dark bronze, black, sandstone, platinum or white. Other colors may be available on request. Paint is applied in a revolutionary superior baked -on powder coating, which gives the fixture an exceptionally attractive appearance. This unique polyester protection lets the fixture withstand extreme weather changes without cracking or peeling. Fixture finish is guaranteed for five full years. f T UL listed for wet locations. 81,101, -� }- POLES (Straight 4"r 5" and 6" Sq. Poles) 1" Steel Specifications • Pole shaft is electro -welded ASTM -A500 Grade B steel tubing with a .- 't . minimum yield strength of 46,000 PSI. • Base is ASTM -A36 hot -rolled steel plate with a minimum yield strength of �..: 36,000 PSI. • Standard finish is prime. Bronze, black, sandstone or white finishes are 11 steel 10•-39• optional. Pole 5; Aluminum Aluminum Specifications • shaft is seamless 6063-T6 alloy extruded aluminum tubing. s• • Base is ALMAG•35 high-strength cast aluminum. • Finishes available: Natural brushed aluminum, or anodized bronze, black, DRAWN BY: SCALE: DATE:CLIENT: and clear; or painted bronze, black, sandstone or white. 12" 1" = • Two-piece fabricated aluminum base cover is standard. iiii ' •. Specifications Common to Steel A Aluminum Poles Projection DRFTNG. CHK: DRAWING TITLE: LIGHTING PLAN • Poles are furnished with anchor bolts with zinc plated double nuts and washers. Galvanized anchor bolts aro optional. Anchor bolts conform with ASTM -A36 with a minimum yield strength of 36,000 PSI. 1. • Hand -hole is 12" above pole base. 40" above pole base is optional. • Weatherproof duplex receptacle is optional. (GFI not available.) " ` . , 111111111011111111111111 'Wx M.11, low i .- 't $. ,w , , �..: : .` DRAWN BY: SCALE: DATE:CLIENT: 1" = 50' 12-17-90 PEARSON FORD DRFTNG. CHK: DRAWING TITLE: LIGHTING PLAN SINGLE - A{ r a: LS100032.IE5 , 24' MOUNTING HEIGHT 40000 LUMENS 72 LIGHT LOSS FACTOR , W1, TE �: TWIN - B LS100032.IES 24' MOUNTING HEIGHT w 40000 LUMENS";4 W 72 LIGHT LOSS FACTOR D90 - C ".r •* , " LS100004.IES ,.` , 22' MOUNTING HEIGHT 40000 LUMENS `.fes- ," 11 72 LIGHT LOSS FACTOR Atffi�­ TRIPLE - D 4eI LSI00032.IE5 24' MOUNTING HEIGHT 40000 LUMENS - 72 LIGHT LOSS FACTOR .Mli--,a -, .., ...... r+ ' :�'. DWG. TYPE UF' N i tWIIM hUKWA THROW OPTICS) - F LS100004.IES 22' MOUNTING HEIGHT 40000 LUMENS 72 LIGHT LOSS FAC70R -" "HOLEY MOLEY" DON'T sEz:, a'`. DIG :� -- BLIND $„ V;, � ' 1 11 1-800-428-5200 V M �t FOR CALLS OUTSIDE OF INDIANA :,K ..:v :� "':*� 4 C} ` a "� � '� `11 A FILE NUMBER SHEET: C203 wA w '­ A % P't ;_t 1;7 '14 14. ;;1 '5­z� "95 J -N -21 4 C�2 �`l:3 w'. "n �a 4 S� x 4 S. �o, 4� 'To N,:, kw , W 4L IA t\\AG .......... -------------- L At. i:,� A B A 36' TC= $4 1195.03 AdwOw 5' CURB TRANSITION rj� L P 0 REVERSE S E ROLL CURB , It ................... .............. ............. ........ ... ........... ... .... . . ...... .. . ................... . .......... .... . .. ....... ... ............ 0 " ------- - - --- x .. .. . . ...... . t t) 4 .................................... 11111M ............. REMOVE EXIS�. STRUCTURE ...................... TC=892.82 till lilt H11111111111111 ........... ... . ...... it'i lit l'i"iti-imil . ....... i it -i i till i - ... b, - ­ .11 1" ........... ..... ..... IE=889�64 .... ..... .... 910 9&6 1..." 111.1 ­­ -1 I'll. .111, ..­ ..... ..... ..... ..... ..... C .. ..... ..... ..... 9 40, 00 D 'E D E 0 00 0 0 PROP. TC=892.64 D m 0 0 0 .......... => G .. ............ .. . .. . . ................. ...... ........ ...................... . �4 ..... .... )( . ............................ .... . ..... ....................... ............ .. ....... ........ CD.......... .......... .. ............... .. ...... X ---------- - ------- MATCH EXIST. PVMt. 35' TAPER 35' TAPER EXISTING ENTRANCE & REGRADE SWALE 0 0.5% MIN. PIPE TO BE REMOVED 'v, .................. ................ ............ ........ . . .. ...... ......... ............. . ........................ .. . . . . ..................................... ................... ..... . .. ...... ... ........................................................ . K"o "It, .... . ....... ....... ....... ...... .. . .. . ... ..... ................... ........................................ -- - ------- . .. . ...... ............ .......................... .............. . .......... . . W. 1 06th. St. K W4 lit, A �4 ti fw, 4, 11w THIS ENTRANCE HAS FOUR DIFFERENT CURB SECTIONS: l""4m STD. ROLL CURB -C- (SEE DETAIL, SHEET C801) NOTE- CURBS WITHIN R/W SHALL BE TYPE REVERSE SLOPE ROLL CURB p� HOLEY MOLEY" SEE SHEET C801 FOR PAVEMENT SECTIONS SE Z: DON9T DIG 8" CHAIRBACK CURB 4 BLIND Q0 cc D 8" CHAIRBACK CURB W/ REVERSE SLOPE 4A -800-382-5544 7 �,`,7,,r 0�� CALL TOLL FREE -800-428-5200 L'j FOR CALLS OUTSIDE OF INDIANA VAO- z '4� Ov"Lm'op Nam Aw L�j cl�f No -t-A 20491 ENG CHK: DRAWN BY: SCALE: DATE: CLIENT: REVISIONSO CIVIL ENGINEERING DWG. TYPE FILE NUMBER SHEET: 4 _T CERTIFIED 1 "= 20' 12-17-90 A N PAUL 1, CRIPE, INCe 0 LAND SURVEYING B.7 7172 GRAHAM ROAD 9 ARCHITECTURE TECH. CHK: DRFTNG. CHK: DRAWING TITLE: C401 I �Ijtlmmlil JOB NUMBER INDIANAPOLIS, INDIANA 46250 40 LAND PLANNING �G ENTRANCE DETAIL DAY (317) 842-6777 8161514111-12 101110 10 1, 1 WW'. . I I , A " 11 "I 7�- , - I � ��j, I � 1 , � "I'411- 1 ­ �� I ,i,� I 1� I I � . . 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".. , D : : '.."'L," "', -" �_x � " i I -11 - V11. � , ` �. il�l It- lill I il�l ,�, ",,11 � , � ", _��, ,. (] I ­ 'Iji'4,� 1 � -,�ii� , - `­, V, 1. � -, I r, . I I - ' I ", �;`_­ `.'-4, i,. '­ 1? i� 5' , ` I : �fi I I , � �.'�: " I " - _ I V� L, I, ., �� ,+� _ - ,It' 4, ,r "", I 1� ,I __1 , , , , , , , , I�ILI­ PROFILE ONE -11., PROFILE TWO I ROFILE THRE tV, PROFILE FO R 61 ri ,i ­ 11, 11 1. ­�__�..­­ u .", I I FILE FIVE 11_1�1, ��V`gIV"-�"��S" A -11 = ­N�,� I ­, ­:,". iL,,, _il -1v., 11" � ,; I 11 N, = I "I, � I .� � _1� ,,, ­-,'"', I __ I.r. I " 1�1'1 �,�, I '11,, , I ., ". '' Clel- ml� 11.11, �1,1�­;'­`�,'.­L'j' r ` IIIIIIIIII I 4"L �,.�_o � l-,"', 4, .1 - I , I "ol.-, - __ I '11-Z'' 1. 7 %­ -r', ". I I I I I -, � I _ I - I I ,,, - " �, � . . I,".,.'IL�*,,�` ­:",,� 1� R , _-1,r,!,. , ", ,�, * I ,,L "li 1"', � I I , � ""' . . �";�,o , 'AVL V_� I Mz-�, �1'4 ,. 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", " �� '�' ` � . 1, � I - ,I i ­ ,_ , 1, .1 , - ,.r ,)� A � I- .1 11 I I I ,1 . � "" i I�p , � +. - �'L �� � 1 , � ,,�V 1, ; 1 'XI"'i""" "" :"' , i Z �,,*'w,,,��44 1'� � NOTES: �Z ' L "i ,, �,, _�',%�, � 'L I", , k, . : I ­ .. - - , IN _ - 11 �7 , , , _ , ? `V I,' , , . .. ... � , , 'VI , I I 1. CUTS SHOWN ARE APPROXIMATE, TAKEN FROM E XI' ` . ,i .; , � I , � I ,'1�07W-Ii'i?­' ': _ " , "� -, , i I I - - , i., 4 N , - " �� , , ' + I T .,� 2i � ,,, ,,.�,,' 11 ­`,�j�.' L . . I . I , . 'ZI, � - �.� �7' ',� - ­ -, - I I ­ L - ., "., - I I ` I � . . Aft,;�; - I I ,; ­ 'l, . 4, , � 1, ,,,4 � '��k", , IN` -, __K.4 11i ;,,,I. .- � ,4 ' 111 - - 1 �.� L",,� .L' 7 ' . - -; I : . ,� " , 2. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO � �,l �'­�,.�_I: Vii�N"L , I il _ I '�' ! 'L­;"',� � . V�.N � , . - � 1,�,_ " " . ,� �, I ;A -A;� l, " * 11,�,,� .1 I I " LI " 1'A ' """ L , i, '­ 'I ,, 1, I . � -, ,, "L "' V"". �1;1 i, , 1, I., -L- ";"*, I I I i ��' , � " , � ,,r;,".�,,­, . �Z V- -,4e. -1 "," '' L'� , . . � V. % : I '. ­ ''I "'. 11 I � 'L , , tNr Z�,:, � ' -4 .'�;'!�V%j �i,� , �, � �'­' -, .;_M " . I � , � , ,,,,r 'L" I "k, I 11 W11- "' � I , 4606ligob��," ­ - A I,- "I INSURE PROPER OUTFALL CONDITIONS. , , ,�� . L'. ' i 'r I I �. - ,� T - 'm e_% I- . , z:�, - , -I ".. ­�,P_ ­,, I , .. _1 "" ", L" I - . I L , �, - I I i .* I I " . , , 3. ALL STORM DRAINAGE STRUCTURES (IE MANHOLES, CURB INLETS) SHALL HAVE " f,iel , ­­ -.1" il-� I- � I . ", , �1' , � :, 1 . I V, "' I -- ,Vi ,V�: "'; 44� I, Ili �, ',�, - , , i ,_�k POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCH ALLS SH A ". , Us - ;�_ ­ '-V L' , - -� . I � I r,V0-- - - io, � .`7 , fl�- ,� � X, �,� �, I ; �v ?�11: I I I ' � ­ I , " I �- L j,7 �o , L � ­ . L . �� 41 .-, , I - I— - - 1-,, ',!�,t ­ - I � .I "I BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED.lWAD .`4' � I I 40 ;�i; I, L 114" "I � 11 I , ,, , rkj , . ,_,,� � �. , , � I I .11 L ��,1,,� .11 - I I _l* I I 1:_* � I I 'L" - � I I � I � " ,;, � ,,� V�:. 115 L . � I I . I -� 111. , I � I I " �, I , ,� : i , zl", �, I " . . I, I A I � , :�_ _4 �i I �, 11"I ,V', Pi �,,i f�-!� , il. :, I ... ��,:� , 4. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS I'll , ­ ,, - I - ,, �: � . Pi , v I I L �,,,, �, . . . I ,��,. I . � L f', ", �L.,,, 1,� ,; I I ,I �Z, . . I �,,I�, �,­�,,, I,V,, �,;,,� , � " I� . � '' WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 1, `l I . , 'I,- " 11" , q1": r �, 'o I I "I � i I- i, ��It , �, - N,"'I!, � . :1. _t, , .,+.; L I . I A,�,�. ,,, � ,., I 'I,- I `1 , , 1 I ;_�,',I, ; � � . I , I T � I - ... : I � , -� " ,,,, I _ ,, �,. � 11 , ', 111 I I I 1 40091W ,p7**"* ......... .. a& I I .1i ,1.',,I " L ?j '�' � , , � , , , 1, 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR 'L� L I , � H . I L i* '- , - �� li:', j, I . ................ , - , ' - I , ,,''I " � -1 " ,�� i !", I . . .-.,.. 1.r�l - :,� , I'L� ' � 'LLLL . ... , " �� 11 EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES 70 ALL 'L � I . '� - I il Al I :." " I, , , I . It L " l,� , L ­ I �, ... ­ . " '4�,,:y ­ . I I 11 , . - _', IV, , ,4,p , -1 EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. Al � I , I 'L� I , l4, 11 ,I , .1, I I t 11,� ­�� . - I "I -�,, .��, I ill ........... *4 ........ ��; " q "V 11�­_ , j,,jl; I'k STA. 1+00 Ill ......-j.-fo.... . * .. -, , I I , '1_1 �,�, 1, - - � - I , . ­ 11� L" - "I. I.V 11 `,1 . I,.. 1, L ! �, I I . � �. `-.� % -:� " IT - �4,�`, I , � .�� .11, z I la �or .. I , �%",�, , "t, - . 1, . : .. .... __q ... I . . . ............... 11 p . It .. STA. 3+68 1,.111 ,,, ` ` L lV ­ 6. IN ADDITION, EXCAVA71ONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE 0 -1 I %--,#-,P , ,;, � ,,I- �" , ,�, : 111,;; ,, , . I . , ,.,�V,., ,. iI, , -1 , `,."�, '.7lw� . , -, I �,� , , . I 1,V1:4, I I ,.�, t 1, � , , ; I I , I, I I " 4" V �, � A" , �'� r - � "I, .1� DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. . ,� ",�', INLET i 11 1111� ',4,,�I ., ,,_.r, �� _., , �, p INLET , I " , �, I , ., .il .,L ,�., 7 ,,,, '� � , . - 11 I ................. I I I I � . '' �, 11 � - .1 I � . I __ 11 . STA. 4+ , 11 V,; , 11 '�L - 1117 1 � , , ji I, 11 "" .. 58 - ­,� I q-, I". , , IA, 'L I � LL . . , . � 1-i", : I'll, , . "I" , 1. .1 """.'. � i , " - ,�, LLLL )I� I . .?! ­'.�F.`j,�_,""!��`� L I ,., �', -1 "., MANHOLE . I ­ , I 0 STR. #616 11 11 _"­ - J , 'll 1, , , L . , ��, I 7�1,'% 1.� t 11 , , " , V !� I �� "I ,-- I ""';", I ''I ... 11 , . � "I ; I , , , � " .............. I .... I ........ � ....... , - . . I "T N, - � ,,� ; �, "', . I I I "_ V, 1 �.i44, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE i INLET I I vw**Aaoov1 . I " . ',­� , , , � I _Zw, `i,'O��1­4XV . -1 'I, *, , IF. , . 1.�, , . 0 1 _ii,, �ii, I �, V, I, � I , STR. #603 .�� ' ,+1 , �L , � lI: �; I I . I I TO BE CONSTRUCTED 0 ER EXIST. .. , . ­ ,4,rW ",, l, ��, I "I. , , - I ; I . . ,.", � , , " , , �'., , , " ABOVE STATED REQUIREMENTS. - , I ­ 11 ­ � ­ .:. < 17. [ . . . ........ I I I PIPE, PROPOSED TOP OF CASTING (NEENAH R-3405) � - : . I I'l 4.,-,.,�1,,;je ,-., - ':,x- �" I I I,.,, ,� . . INLET I a I., � r"i , L � I � I , '� �� ... ;4 ", 1! ­ * ­ " - . , � Ile, IV' .il', V, . 1. � ��,W, - ,�, � _��, I "".11111.,�,,,j I ,,� .,V, V � . �, - I I . `_ . � STA. #604 1-,� - 1, ­ . � ­� . - � , ...... . ...... . . " 1� ;�, "' . - � - 1­L11lit I . I L - - - - STIR. #61 7 SHALL BE 0.1' BELOW SURROUNDING , I """. ' L I ll, "l, 4q­.!4L"L, I , . , "L � I,'. - � 1 11 �:;, ,� i� , . I, 0 I . ii 11 .1 ,�, �', L I�i ,, "I I h I�L . 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L , � � I I '11) I ­ f ­', I � ,�;4,?�,; 0 , � I , �11_ ",�,1�1 I , �r � IL, I., , '­ ,,� , �, '�' , , I.,, � `��': � � '� " 0 il "I'll, - � , ,kX 0,��7 �1 I ,,r � I � 74�,�� . . :!F ",",� "I , I _ L � , I I � I I -�,- �, .: � � " 1�` !�,17 L k �� , , � I L _� , � � L' I . I � I - I 11 - . I - I I I . � LL .1 - __ 3-12-91 REVISED LA7ERALS & MISC. REVISIONS n , ��Alz-,, A�, I pww,"�, It !�, �i I , STA. 9+47 1 MANHOLE STR. #402 ' `-q�#4� � I i I I TQ— : lyavwm I � 1. � Willis. , I I N07ES: I 1. CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE. 2. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R-1642 OR EQUAL W/CDNCEALED PICK HOLES, 3. EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE EXACT INFORMATION. 4. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES 70 ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE ABOVE STATED REQUIREMENTS. I I "' _�41*1141�b& m � I I I I I . HOLEYMOLEY" DON'T SEZ: DIG __ �1,� BLIND _� 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA ��]'L�'*)Ifi�c�*,Klj, :11J-LX�1�*U R E M SI 0 N S CI)AL ENGINEERING ENG CHK: DRAWN BY: SCALE: DATE: CLIENT: DWG. TYPE FILE NUMBER B . T. HORZ. I "- 50' 12-17-90 PAUL I. 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If* � I'll �4w, , 'ff , 'I, � �, �', , I I : PIPE DIMENSIONS IN INCHES S7D. * ,�fllld, , - ,�,, t ,,, "", " , -.�� -,'�', -, '-,I, I � ...... __ I PIPE I I . � � " I �%,',',,Ai ! 1�111, . .r, - 19 I - I i. � - 11 I ,, 1�­i. - "'' ; , , i ", d'A - ..­ i, , '' g " ,�� PIPE SIZE & CONN. USAGE �V_' Vw . �4 ,�)r r , � �, ; ­ y'r , �,:�44 � I � , IN INCHES APPROX illik�. *�`r.r�'�'i� ­ , �1� I 1#1 � �, 4 -t I , � , - , -, , - � � ,, ,­,,!�,, � I!, � i*�, � , ", x It A W, I I I t, , �� 15. �� � %,C, 11�'�_ - - 11� ��r ,�- .1 � , � " - j��., 1, ­ I "­', 17� � , I - , `�_, § i�vl_i,, � I'll . - . 1�,�,�,*c,­�',�,i "" .- , I I � " � �11 , , - I �,�,�`:!tt-;,O; � I ,_ I ", ", ,.,I ", , , -.T " .,� I . I I g, S�,-�� 117� 11 . , , " . , , ? , ­', , .,.�". - .� -1 m 11 _ I' I I,r � I . , , , 11 � ,� 41 f ,� lii ;r"i;1 I, <��, .�,�, '', � _.","', 1 -..V,-,4,d - � I .t � , , -r, SAW CUT ,111,I_ 0-1. I �,��,_"T�� , . I " , ��,;4, ` � � ,,:,, - ,., ,-A`4o �?:� "TI, I 11 " I - ,�,,,,. SAW CUT - " F "?,M11 " - '�rj-_­ �.4�',�,K,�, I V , �'k ,,,i7w . 1_k -SEWER ,R'�"­i, �­1�. - 1. ",, _ ,,, i J, 11 ,", . � '­­`� " a i I A1111 11 I ­J� I , '. .1 � � , ,4F "f'', - ,w,,�' �,!�,4 I - 11 , , ,Y,,�,,,�, - - LIM17 1/3 THICKN , , "T, ,,, - � .. . d,:V 4 1/3 THICKNESS I k ­­�­ ^� I . __111 I �_A I ,�,(-Z,;�'+ `$'Y.'�',�""�", , " , .1 , . ESS - - ',v-�'� , " �, ','�,d,.'�f�,��,�,', 1 , 0 A 4 , �, 4"-. 'w, I- - "S , - -0 1" #11 HAC SURFACE -1 """ ­ 1 1/2" #11 H.A.C. SURFACE � t!"') , 1� I 1 `4� ? :'RO"IN, I -­�- -11 , THEN BREAK OUT ,� `­ '�'Alz"T'le` k� I , . .� ,,, i� �� I ­W­w,'­�'�(� , ''I "i"Id, �111�i I �, , ", 0 - 1 ", "" " , I' �' 'i�_ . BENCH " , ',,��t ­"'. �, ,,, THEN BREAK OUT I . 'O "'. _ "I' , .. 11 I ,� , ,.1Y,0, ', �', � I 1 _,__ .� - , "! -f ,�,j I " 1 �711%" - I " � I - �. � �r, � V 1, "", I �11 ,I;- "t, , ",;Vo�-41, !�', " , .,A$T,��,,,-�,;,.,.,!�"'�,,,��,�,"�",,',, 8�_ �,." , ", f1f �4.14111 � 4" #9 H. A. C. BINDER- , . � , ,�,, � "', ,��_,��'�N , f:.,k"iff� , ,,*,�', :�,;,?!;-,_"'�,�� A , , � � , ,� V, �� , ,t,' 1;�, �' � 'i ". ,� I .1 � -� — , ,;., ,��, 2" #9 HAC BINDER _: ;�� , ".., I'll ,�, , -,�,, ,,, ', / � - 1�, , , f, �,`,i­'t,',��d,­, 4q, ­ , - � -- --1. � !;, �,kf,;,Ie / . -1-4, ,'� � �.��, , � , 1,� I I ,,� i. , ;m ,U. ,,� I �_' .�, r'111 11 I ", I .1 ' '�"` j -7 ': I I , rf. I 4, , --17 ;. ,�e �­`ti' I"tw, . "I 'K , � i� ,;4 "", , c, I , ,�- . 2' k �,_.,� � � -W�'1'41, *,, -, - -- - PREPARED SUBGRADE COMPACTED T) I I 4_" � I ,�V,;" , . . ''..,., , , ,; �11 1� - i , 'nj�.,;f".Q., . � �: COMPACTED #53 STONE BASE ,' �, , . , , _ _ , � , , I '�� .,� I ,#,- _­ - 't , �10'i�, " " , . ,,, " 4� '­"� ,p��,,,�,,�y,'�i,;t �,(Iw 9" #53 COMPACTED STONE BASE' , �w_ ,I ,V,; I " , 6 , ,,�!, " � ,7*-%, 1!I " 1_4 " � ; � ,,,,� -1� �4'-,�,,�,'.,, , -, ,--I 1, ; 'i I I : " A" , , - 93% MODIFIED PROCTOR 11 ­ 'w� ,­�,­ -,'C 0 ,­_� Vj, -�: � " �,,I� 1: 4� 41 I �v'l 15%, -1 I z� �, ,i�� , 41, i" . . " ,� ";, - (MAX, 3" COMPACTED LIFTS) ;j � � I , 4�"4-­,,,� ot� . P � � i . , 1-1 . , ,�,__,*!% -, �­ . I . 4 - I" I :111'� 11 , il , I � �� �_ 1'1� � 5, Mt 1 - , "'� ,V�, I '?, I -,�, I . 04, '­ I., A, � . .1 -141., " , � . A , �,� 14 ! d, ,,, �- �� ­�l � . ,I,- 1� " ��, ... , ''T� -,! - , �. � ­ . I _ t , i 6-�"'­ , , "'..: ',�, . 4, I^ � ;!,. I I , ., �t g '40,,.'�,�,'�,­v,-7 ,,, ! 4 t,:,'k� � ,,,;,*,- ­ � - , .�� , , . r- -, ,- �':� d",,;, , %, ��' -,".' �,- "', - "' , - ,,,, � . , q i , _ , , ,�, , ,,is, � "? �4 , " .', 1. I., 17"I", ,�*,+ . ,�Y,, , " I " , C,_41�1, ., , li�l 1:4 I I , 111. 1.1�; , � , " ", " �, " - �� / I / , .. , � , _ - ,# "I , lt�`� d �' ��.�� ` , I I 11 I , ,:�-,e �,, "�'I.-;', 1: ,,�� ,7 EX. PAVEMENT . ��, �,,,`t, ". ", �� ",.,�, , I 11 - � � " , , " . ��­T , I , , 0, , � ­ :��,,*,�, .. �' � , �- , t't ,,�,,�,:".- - I 11 I , ", , , , � "" - " "" - �_'t '10"y ",_ � ,, 11 INI ­. � il � ­,�, �,� � " :�­ 1. I PLA . 11 ,,, ;1 ­, ,�j,V,­'_ , "''n - !,� � I , , .t, 1i � �,. , 44;,,� �I, , ,,, 1, � " ,, - ��, ,, � , irj",�-, I, , -14, � I Ai?�_ - - "A , ,� � , 2 , f . � , � ., . 11r, I I , � "',�,.", Z", .,�� , ,,, . �,, I—. ­ = [ Ill � — 11, t I � - , , _. , _ ",I - � : .�, I NOTE: , 11 - ��� �,­. , , 'I'.V, � " .� ", , " * �� `�A,:�� , 4 . 11 � I �, �, V, � " �, . ""d. w I.", , � , 11 ''.. I � "I'll"", I � I I I I Ed I I I i I 11� �, I -, , , MANHOLE CONFORMS 11 :�,��­�r��;I,­�,�­';­, "; - C),o t , I — SI TE PAVEMENT CROSS SECTION ,t PVMT. CROSS SECTION IN 106TH. ST _ " ',,� 0 0 0 , d"J"�'k-t'p,"t!", ,�� �,,­, ��k:,r,�'_' '/.'' � 1,1, � . 1.�111.f , '', - 0 0 0 0 . " � TO ASTM C- 478 , , .� " , I I 0 0 0 0 —I' "7� 1 M_Iqr� CDC i 4 . . t-*-,�Men CrIA] r 54 � B7 1,38 1 1/16 3 PC. 84 1 'L C .5 1� I %, - - Nv* �1,19%� .'', I U U 11 , INU ,'�,�,/AU_ I I I i I— - JOINT CONFORMS TO � . ,, , , - 7_'�^ � �­ 6 1 1, - I 1� - 11 11 ., t', � I � �, � 4% � I " ­", , .-1 A� ,7,'�­ � U � �; '.;�, ,�­,� , , , "' . I ­ , � ,­�, - 4111 , , , "" � 0 0 0 J! ,,,;,-, � , ,, . PP, %�%.,,,,, d, , , 1, - , ,�,��,­ S. ,4 1 .� A -0,1,44 -�, * � I- , , , - .. . 50,����-7,.' ' ',6'* ' - 71., , _', 5_ , ��­', 't ;�,� � -, i , "M,t,,-�� �;If� - 1- �, � - . _1 I ASTM C-443 .11,1�4,1�111 I , " I . �j, K 1, 1, t � 1-. , �, - ,� �, " , , , ". - i � 1. �� , , , , � , . � , - , .. I , - w1l", X1. I � ., ­ 1 4,1 ,�� , , " i , " 1� - - ­-,�'*;�­', �;��, � , ,;, ', -, V _,v A � � v, f -, , )�', j, � - P .;g .1 " I � � I I '. � ,�, , I i I ,� �$, , ,e , .; r, , _ . I I 0 ..... , � I -, I - ­ '. - MATCH EX-",,� ,-�,!� T �, - 2N.", 'f,,�,,*j; k,'__,,..` , , , " � , "' .`� , ` " . ,i;. Y I . . ,� fd� ­��%,,tl � , N I� '. - , ", Type # 1 Shall Be Conrector Lug With threaded Pod. � , - I �v - 7�'�� I -� 01 -�,, T, 4 � , " . , "', ",� , ,q TIONS : 1 ,,,,, _ Ill 0 (2 U U , ."'. ,_ � i � , ­ dr;,, �,,*"1� , -_ I �,�";� . � �1. a, i - Ik T I - " jk , I ?, V,� - ,-," " I , . ,� "I J, ; ;, `� ., -01, ',.,�,­4, , ,�.',, , , " ­­ ,.� " I 11R. ,1 _9� ", ,�',j , , I �X_l la, 01 . ;�P �_ , - . . ,�� , I , '4, I 0, , , _�, ­ ,_ -1 A , _ 2 .:,�il ,"T "', 1. �ft.�i�, I., "I I"" . , , ,,,;, "tt, - , , . -,t,� � ��, , . , " � '4 . -t , i�­ "I 31 17"i ��e �,.;g . 11�t J � 1_�,��',,�.,- I ,�'. I -11, I - , , , , '1�1 'i�'� " , 11, � I ". I 1 1, " ,� �, " . �,�, , U U T,'��,�., M, T.'!11 %E'�Igz, , i � i 1;1 I � Type iveted Or Bolted Connection ,V,j,_r'71 .�k.,­ , DE TO DRAIN '�&; �,e ­­ � I 1,� , , � N -,, I PAVEMENT ­'t tl�,-, ,�;Ni 11�1� t� .,!�Z;,�,�"_ �� "41"! , Type # 2 Shall Be Threaded Pod With Rod Holder. - 41, �,!��,,`�i&*: , 1;" .L ,3;,�� , 0 , , C, , A.4, , "', ", , '*1 , , " _�' � I 1 1 -4, , �', ��_�, . -, - "� - � . I , , � , �,V,�, '-­­.:­,'c4,�, � Ir T44i, - - - It- ? ,',4-,;,, :, � 11 U U U 4 _,� 1 111-4 , _� " ` � , " '4 N I " , .. `­ � , " , ��_� �f I , ,:�, " - "', w ., , , ,:-,I, , ;�'­'-4_ - - �A,�,�k 1� , ,� ,,� 0 111-1 0 U U U � 1,",� el� - lixrl'l�'4- - Z I � � -,. ;,,, ! " 0 jot � - -j,- - � ., li,4, , � , ­� ' I , ,4,�� 't Iit� ...... _ I" J11 , I, i6 '�*v "A I'll . I .1 � laof�, ""IJ " ,� " �,�e� ,, ;, _. - *.. .. � 11�', �, , ,, !;�,,,� _ L I ,1�11 ­ 1- ­�; , ,�,,:_U, -7 I I I -;T, , 1. - ,:�, " f� � , -�;v -, , 47f,-, A ,1 ,. ", �, R ,� "k k I - �, I 11 � I �� ­x'd, ­,-, U U U .: 0 7 - � ��' �­, " �­ V� ',., ­� �� . I .�, , - 0�' t. I � �',� ,,�­­ , tr" , `,J % kl",., " It" � 'al", 1­�;ik� ,�Z'- � " ��'J_ , ,ll ,�. ". t"""r-"t"4' !`A;"��, , ,& 2F�4;70, , i ,,- A - ,� "A771$', ­." ,; _ i .", , , ' " ";` " " " " U U U IN, . � ,� '�,;, I A �, ­ I, /_ AWAY FROM CAS71NG ';'�" 4"" " ' T" =� I I C) I , , 'L ��Ii ,V, , _ l$V 54 FINISH GRA I , , 4',� �,f � 119' 0 1. L , - " - - COMPACTED Id - , �­, n�, V4 " '� ­� -� � I_V�;" � , " . LQfe - i , 1� i , ' , -Arch -i,'*�"Zjr t , �d,'. ��, _ I I I I I , 1,­,.N�t , V,�t-k,`,�:, ,4,�%, , , I L��, �A;poff :�� - -11 � , , �, , .1p. �`, I.. _,` - �,, �t, -,-,� �,., ,7w -­, �,� 1,04F �, �, �� ���r,r�.�I'll,�,���,��t,�"t,�,,�.". , F., ", �­ t , 1. 1. �_� '�', d-' ,'�,Z ­ � - ��-�,, 4" . , � :.,�� , - 7 1 - , �11"V,­ , , 1 _"N.,;, , ,,, � � � :� 0 W " ,-V ,,, � 1114:�i"',�`­.!;: 1 I., ., I I , " , . � ., , ", � , , � I. � , . State Highwoy Sto dord Speclfcations. �,-,�,O� 74?Mi*w,!r -1 . . �,,� , i'.',,, I' �� - '', I , '' .1 1� r, �­ �r �,,�,' 0 *,- �.11, "'I;V � �� � 1M wt,� ­��',�P,;�� I , : _,� " , I I , I ;, ��, , "',71"'. ­ _ 'fu , _u - I 11 I I "". , - _V � , , '4,1", , I .� 1, ­ ­,r� ­ �,'�. "I �M__l I I - d`10 , , , �;4 . " A,f ', � .�,­ . . , � !� ." , , , Sheet "d, , ,4� THICKNESS FROM - w Z U U , , ;` M1,711 "I , , , F� � I * , May Be Found On Misc. Standards E , Doted July,1972, The Indian , 0 - -- � " - W , . NOTE :Standard Dimensions For Galvanized Steel End Sections For Pipe 1. , , ,4 iN I I 11 I �� " 0; BACKPLASTER = 11 ,44i - , '2l,,4 ", , �, ,� " . �, ,,.� I MATERIAL. 1/4"+ 1/16" 3 , 0 , �11 T. � I , . EXTERIOR . =-1 I I 0 4 a ,xA­f V� I , , "Fz , S. , ,, T 4 , _ I , , "' ,4 -, " - � , ,,�r, MINf _. ___� ' ,� � ,,j- * , V". M - � , I i.; I , ,,, � , 1,,,, - ''..",­ . I , I , ,� ,� MIN. I I I � e� �,e�,; �'jl �, 7% �,_,w , " . I." Di��k­­ . . I � I t"''. - ,X, . 11�,, �_ _I,k��, �� , � P.,;F,i�-- - , >RECAS7 CONCRETE ADJUSTER ;� t,� - ., �, -1 ,­ ""I 11 � 1. ,,, � T-1, Z." - i., I 4,11. 1- � . . ­ ", � I ,,'�.,:� � � �'_ , ., q� " - . , , .- ", " I I I ��._,. , , e ; , �­ , , . , .1, �, . . ., .'' - d", -1 � - �0 , '� �x,�, � 2" BELOW TOP OF CONE - � ., ;, !�. 11 ��,�j'tZ.77�, :::1 I I ­ U U I 4 I �fw 5, I 71,­� I�', , 4 � , , ;, , � , �, " 7, � � , , f � 10 � .5 ?_i ,,� �4,�,,­­ " ,�e'�­ ­',.,�'­,',',i '' . �A, �1� in� , "I'll "I I^ ­ _; I 11 I , (-) U U 11 COMPACTED �t-W " , � "" � _�V-.,, . �� I ��,, " , 0 I '' Or W5, . ", : 'J." I -, �4,",N,­Zi�'kf,� c ".4. 1111­�­ � I L'. t, , � - ,,, , � - ., .__ I P - ,'r�­� , , A,,,� ;­_: � L T , 't - � ",,�­ I R ­', ,,:, , A, , - � _4 . - " '��f'7�, `�,: I am Or Rivetcl �:)pan I TO CASTING, PER SPECS. ',��"' ii�, � � w 'i, ( U "�" .- �, ,�j �, " ,-, Ti ,. I � - � T, IfIT�A RINGS MAX. , 0 �,z , 4" MIN. -12" , � ,,, � I I 1E - ,� I "", ­;, " , . li�;�� r ,,, ; -1�,;!Z;� _ �', . .. ", , _ * , -I� A 1, . ;7, 2" ! ._­�� ,� I ,--� �: ,5, ,,,, _"i GRANULAR �`, - 8" �;,�-.,, P-:I'1!'1F1 �, :,, Vill, I . . , ,, , 11 I � �, I ", -1 I .1�� " �1. � " - , ,�ZS�* 4 � ,;.�' P7, � I . 1., ,�N 4, .141 11� " 't _� U (j � ,, 11'' I � - J04",!,�� ��',��: �-, "', -2'- ­ � '�, �_! - ; � _. I '.� � , _;, 11j., ­-%, _� "'I'l 1,,%,�4�1,'1`.p , . Finish Grade . r , IZIY,m�,� A T-� , _ �4 '. , Sll­ , -) .. � �. " " �,� � , ,1 ;, �,I, _� " t­'��,'., I - " 'A �, , , �) 0 1, , �� ', ., �,� � � � � ,,­ , - �". 11 - 11 -, �;,. 71,_Q ," 1;11� ", ACKFILL � __" � , " ­ , . I kol-_ � _ P. . ,, li�, 4to ,11"'I. � �,,,`i,'�-` Stub Shall Be Used With I" � , 1,111"AT, ��111,_ � I C) ( 0 � 11 L. ­ ".., �. ,: � � I 1 , � .4, �, . 11 - t'u� ..... ... � % v:,� I �' I'll, _�;_It,,:'�� , 1 ­� , �, ". , - ,� -1 � 1 21 /2 ,.Ip " .� 1'­"".Vx'_' ", F. y -1, 1, I.. ".1 X �, �:t, - - - �,I I , ,� ��Ts�t, -,��%�,�,", .,Y � �t." I - � T, �., -1", , "t. , I - ,V,,! , ,I` - � � I - � I "f_ , _� "'; " ..�," ,,, - Std. Steel End Section 11 ECCENTRIC CONE SECTION - � , ", . j � I , , ! __ Bockfill To - , i *, .1�x 4."i h � E111 0 00 I I F - �­i­ - 7 : : � , � ", 1, � �t *�� � ., - I "I - - �," %, � _ �, 11 � ,� ,,, J� - _,, ­ ,_ , ""', ,�� - . I .V., �­ � - �� - 1. ­ I , C, , , .7 � ". , _�, ,�7 _ �, :, � I_ 56, ,,, I , � I ,�,,­ ..." I . � , "' , - 11.1 I., r ,,­� ,-', � � �, .�! � 1%,-j V- �, - _�., , - o �W_- " � "" , " I , -41� ,7,,� r"O. -, ,, - '�j�­,', _ , � ., , , I . ­ "I", :� Outlet Elevation - I" -1` � i T*, 4 POLYPROPYLENE OR 6' MAX. , _ �,t�.:�,,� ;,-,, JEEI I 0 F ; ­�; !��,,�;"" ,­ -,;,�,t_'�V�,, , � ", ..,: � ", � Bolts Or Rivets 11 -1 0�. I'L_L11 , 1',..�...�'O-.,� j-, '' �Q , , ", ­� MP',-*' ­ :: = = - i� ,_ , "" . "' . .", , t�,,j -1 4,1*' � : . I I I 10, ,4` - - O-RING GASKET . ��T-,,,,, " - = - I 't_,; ��, , ` " ,,,, , � , "�, " , "". �,� , "; " " � , " '� ""'. ; , � .. f � "" �� � 1:� With Rip -Rap " , ,,, � I I � 44 PLASTIC COATED CAST 11 . RISER AND CONE ,� , ., � 3'. - ", _', . , % " 0, -111 I I ,-=I I 1=1 I I: . ... - , I � ,5 � �, ,.,. , I �i .�VL - , ,�-; ..., ., ,�, I I ,5� -, � , - "t _ -, _� """"',_ - , �, , . , t, _", , '' ..'� , ��, , ,, �I, , I ­,_,��, - ­, � -�, ,;, - �_ " , . - . , ., ;: , " T',N�",I­, L, -4 1, -;-q ,_�., -41 - 11 �1,1,�. , ­ , .. " iT "' " 7' . I. - , .� , ", " 7 �. ­ 11 ,,, . � ALL ,� I -1.1 , , , 't k" -111-111-1 "IV " _. , 0-1., � ,,, . ", - " ,� , j 5 -------- , _ � � 18A, - , - , p � '_�, �4�.�,,�, � I _ I . , k � ;, _ " _�, - , � ""::, , . � " � �, I , - t �,,4I,e� 11 IV, I � ; ,­- ­','� , -,, - ,11 �� I - .1 .1,11` ,�,_1.0;e. ­� lf,­Ii I . I .� t � .�,:,;, I � � I -f � ­ �, � � -1 1 ­_.,­­­..��'e "",��L, - " �7,., , *,--t��- R "'N ' - ' �;­ I 1, -1 , 17, " -1 I 1= 0 -,� " , � -1,r, ,,,, - 1, ­ ­ " x , , - '' ',I A , 11 _ . 14 I ,,,,,�_ — -_ - SECTIONS, PLUS 1/27,V,, - ,­ * ��' �40� I . , IEEI I IE ;�, ":,��,',, ,`,-�!,:7' , � Y, � i � , � ;­� ,, ,, ; ,� �, -,1r-_. -,I," ., v t IRON STEPS _ ,, I . 1, I � , � I �, -11 , �;. ��Iw , '. � . , , , - I _7!�' IEE ", :. �� , . " .,,�� , -, I ,.; ­ , , _, _, � , i , , EXTRUDABLE GASK ,% '�' " .11711, - 11�_ -,� I, , ,. " ". I ,f., ,, - ��', ,, I 1� I - ,. tw �N �", r .; �, w , ,,, ". . I ". . � Z!, I , " , I It � `-� , , 1,11 ", "�;�, I - I - - I �. I " "�, � , , , " .1� , -, , ,," 14'i . �, 00 �,, ,�� V'. I �11 , ". ��c � 0 ( ,`­ d� i I - - � � ,"� ,��, I - � I ,�� , ,4' :, ., . . � ,,IN" I , I '. , - " _,:r� %,7.,',, , , � _"r � , -, � � ," L . - "."�V. " " FLOW CHANNELS THROUGH EQUAL) S"" " I �'�', ."I&I"1141JI, , 1=1 I 1:: I _0 4" � " �7Q , 1, I . . 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St �� -11 , � I" TYPE SURFACE - __ , - ­ -, . , `�,*; �' -, �� � =Illm , �',:­;d��,v .�,j,;�,e,,: ; , , � It 'A - ,:"W' � , , ". � "i, I I I - I _ ,/ " I , Ili I'� � � Ga van zed A .41 't, I ­ - I I:E - t') ,�7 : �*1�4 ,,,, -� � � . , 'IT "I I , , ­ , I , - " I , I � " . , I , -, , �,.%, -4 "O'. I " CROWN OF PIPES. — ii 24* M X. � , � ' , I"T : L '17 _- I I _\ 1, , �1. � , ", Z r� I -,4 � NZ --Z ." T. I 11 ­ 10 I I . � 4 - .. '', ) � - 5�� Toe nluLv I 'Ii, #�%-'* 4'� i�' , I � , ' I �t I., 11i1i , , / Ste I SECTIONS I ,,z -, - � X'd � � _ 'i_ "... 6� , , 11, � , 10 , ' " 1� 17 � � " , ` , � , � , " � ­ � -, " t", , At�; � - 1�1 ., ��' I d. �' _51- , . � - � � GROUT BENCH I I fr" 1 , � I I,- ­ 1" " -_ ,, � �,;t, I" "c' -,.7'- - ., "'Ot'l- I" d I Go. Metal (ISHA Soec.) ,� 17 ,�� ,,�, . , ­ � I I r) I 1 '""..'i - �t: .�. ". ,. t_ 't , 8' "? 1-1 . , ., .1.. I 1.�O­ ,;��' ., �, ,.;. -1 . t - I', - I I , ; -_ I \ A � -'d � " ,' ' � - I I I ­" � , �, , . - � " , , -fl, �­ ,,, , �T' Z. � ,; � -1 11 - , : - 1� --� " ­ , ,i,�,,.' '' I I � "A I MIN. 1/2" PEI KET OR I - � 1 � 11-A.- ,�­' � ,, : �, 4 �:­ � � � ,, , 4t,� ­ �j 1. , ­�`,, ,� , ", - . R . ��,,, " , , '�,'.� ,� � �', '� .1 ,-,'A1`;1- ,,, 1 T', ­' * , , '4 '11`� , �' � A � - W A d,,_ TO It, I-' 11 , �, 1�1' , , " ,7�,�! :, .� , �, ,., , - f,,_,;T , , '111�� - _, "," ' ­-',� 4-,j� * , ,,,,, A 1p��,Zll .. I I; It" 1� I ;.",. 1� 0 1I -1� I I � . ­,� , 93% MODIFIED PROC70R " , ,31 Ittfil""', BOOT AROUND PIPES 111. 1: " . " - .q , " FOOT .. � , , I � "",`:e;�1'. ,, ". ��` , , , ' L: 11 I ,� "' �;111_ _,_�, SLOPE 11 - a, 1 ­ I I i _� ;,' ­ .-.j�l� , �, . �� � � _ " 1�%: 11 � I - . __ . , . '. , �.,� 4 -1N, " � �', _ , 'i -I., � � �- I" , �1­ ,� , , ,,,, '' ,-I I N ,A',,��Tkq I � ,­ 11 A , '' I ,r - V - , , : " - � 11 ,_;711.,�Pl' 1�,,, " V. ��wc�* �� . I ­ I I 'r " �ONC. 13ASE 40'1�­71, �',,� — ,,, � ­. :�,��i I 1"; _,�' � . il i - ,�4 `467�� :� i­",­'� ,,�,-,�,�,­ �,,­,�­,, " 411 ,�,!�,�� , PAVEMENT REPAIR DETAL Typical ElevatiorI .; " 1' , 14 - 7�,,'. , - � � ". 4 � , ''... NO SCALE 24" " ,�. ,,�, "I, ,:,; - k , 1,�, ,7" i" ,, J r� I 1` LATERALS ENTERING MANHOI E — 4 � -, 4 '' , - "- '1�1,j ��,� , dd I 1z I I � - - � — ,;,, " - ` ,�,� " , ,,, - ., �;;,p � 4' � ,_d�, , �, , I `,,e , , , ,,� , I " i, ­ � i 414`1�,,,111 , � - , , Id'. � � __',� , 11`11��I�_,­_ ,,!.�.�, ,,, Pla -1-1 I *,f, � 11, 11 I , 'i�,,��,'�,�.-' 1. �' I ,. , �,7��', -4, , I 1,11k,# " ... " - , I'll �_ 14 , � SHALL BE PLACED A- �',,� ��­, , h ,, ��I, *. ,,iI; �d.�, " - n 4 ""I ,7 , :. I :'i-,".1 . � �, ­;� I I I Typical Cross Section , � - _ x. � J,,.,� Typical 1, -T6" FOR DIA. LESS THAN I 11 11 4 - �i I., 11 III ASLI, 1:1. &I 11 '­ ,- , - , � � �� .-F, ,,, , '' � '*��,�O�--,. .1k I'll L MIN+ I � e, � F ,,.�' � ",�111,111,�I,i"" ,,, � '�,_:"w,7, - 1; , ,. " �111 J "Fr- ,,,­ � "I" I COMPACTED SUBGRA �11.1�1' 1,�.��1':�-,�.::-1,1,,,�t, ��" I t U 0, ,��, I "" * '. - - ­ � ­ PVMT. CROSS SECTION IN U,S. 42 � R W - 1.,w i,r FOR DIA. GREATER THAN 11 I r-," ,,� 0, W;t*, " I " - _i _ , � BENCH LEVE � 1�1 DE ,­ " , " ,��, , �:- *C� �, � Vi�a ""' � I - , �j � _� . , Pipe Or Pipe -Arch With #3 �tlit ,j 11 � jj�, � �, � , 4 - v� 4 ��� ��,�, 1. 1, .*409*~ , I , I I ,� , , � � - �� - I'll, " I,-,- . , o, , 'r - - -- 4" ~T _N-. - - - - -_ , �� � �, . '� , �' - - `4,� 1 �, ­ � 1. 1 . 1",�� , i -,i , q- , - 1, ,,I '' - - - - - - .- - I :�: � I ", ,4 . - I , , I � ;;r 4 "� �_, 1�4 All� R! , ,; � _V"_ed.-,. I � ;,� 11ri I I , ,'�, �� 1 - , , , ,�:,, . 1�2'!',"�%� ',-i "; �, �� - ­.-;,,. NO SCALE 0 ' I , ' Riveted Stub .0 � � I �� � -1 I �,,i - _`* .I. 4t #4 0 0 12" 'i ,; I 11 I �, -_!Z��, �,7,� !',,d ": 1. �.�, ,.,�� ill",. , " ", 1, " , , , � ". 1�1=w,­­,V -, O.C.-B.W. -110"I'll " ' � P :� �, � Iff , � , , - � - . 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", , I . r � , , , ­ ;, �� 7"! ,;�o � ,, , - % 7,; 1 ,!� , " " I �, ", � -i, 4 ,� , ,4 , �!�r,",171 . . , , , � - Vt , .. � - ­ � �t , � �. 'f� +� I , :_ -r,,; � , I , ,-I L� . - "I - --r 1'r,"; �- - -1, "i"', 1, I 11 I - 'I",4" EXTRANEOUS MATERIALS. 4"X4" POSTS-/ " \ 10 I 1. " k, " ,17 - I , _� 41;� �� _N N 4 � � ��, ,� ,� � �, �:', " � ­ , - I , � I I 1i 11 �C� " � , 'ZI -i-- , -j- - -,,�, , -, ",*,*�� . ;,_. , 11 , -t� ,�,4 �;�, ,.0 L �%�,., .,V�:�, ,:, �) . , , � , , , ': �. 1-1 ­' �, � . ,,, 11 .,01", , , , , ''�7i_4, " I � k ""Z7 t xv,, , . 1'�,/ 11 � �,: ''I I , " _ � . � --- � , --I I I= � I � _ 1.11 , , I . I I ,310.� ,� , ? ,�t.l "I � I � , , � ,.5 - , " �� - � , A ­ , I \ - ;�1'*1.t,,;7 Q�,, 1� ' 2�w ­ "_' L",_ , , - " - I r _tff �'k I I - � _'w "I , � ,.�i � ­� 1, � , � i�,�` ,',,:�,. ,,� " , � "; ", ,_ _ 0,;s��,, -; ,�.,,.�,�;';�tj,,, �� 4 ll"tn�4'F�') , 6" CONC. 11 1611`�*�"�,",� 4 ,. k, -, �. � , �K -0 V . ,�� - I I ''I �_ I I '' I , '' I . 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I I , ," , 11 .1 � I �,y - ". , t 0 - , " �.'­ '. - , , ­�� ", , 1�,7 , , �L , F �,� "I ", �' -,' ., . � . : , �-, �, ", I I ,�­­�,� ;,4,- _Y, :; 0 ­� � I �` �., 1, ", 4 � I , "I � - , , � : I �'i � , - I ',,I. - I , �, , , , , �,, � -,1 "I , I , ,* � - '. , � - - - -1 " , " ;` ", - � , ", , , "., , I ,� - , 'O , ; , � , ;; X � I I ; , Ir, � . , � � !" , I I .,� , T', L, � ',�, , , r , I � : : , 1�1 . ­, " � - � � 11 � , ,'_.",��_ �­ 'I., I',.,- '_"�_, . . . . . I ��,_, P; I FLEXIBLE PIPE BEDDING DETAI ID A. IN INCHES � GAGE I . I ZILU�'L BODY - L 1 1/21 W2 12 Li ;�4 2 1/2 1 P'. 1 5 26 30 2 1 /2 1 PC. 18 31 36 2 1 /2 1 PC. 21 36 42 _2 1/,2 1 P C, 24 41 48 2 1/2 1 PC. 30 51 60 2 1/2 1 PC. 36 60 72 2 1 /2 2 PC. 42 69 84 2 1/2 2 PC. 48 78 go 't , 4 1/4 2 PC. 1\4 84 102 2 2 PC. 60 87 114 1 3/4 3 PC. 66 87 120 1 1 /2 3 PC. 72 87 126 i 1/3 3 PC. 713 87 132 1 1/4 3 PC. I DIA IN INC ES � GAGE Type Conn. 'A' 1 'B'(MAX.) I 1H' 1 12 ic 6 � 6 F .1 5 16 7 B � .18 16 B 11 0 t, 21 16 9 I 2 6 24 16 110 I 3 6 30 14 12 16 8 36 114 14 1 19 9 42 12 16 1 22 1 1 48 12 18 1 27 - 12 54 12 18 1 3�) 12 60 1 - 1 B i 33 12 66 2 18 1 3 1 2 7 I 2 1 � 1 � 78 112 18 1 ENCE (SEE SPECS) I ­ I ,__._­____­ - - � ,� , e, ," ­­,xf I ""',", I " 1,7 - i ,.,.,� - ,�� " I-, . "" r ­­ " . 1:,"": , �­ �, :,w.� ��,�,-,t � -�'­1'1_ j " . 11 �- 11 ­ ,,4 ,!, '174 w , - - , _ - - �,!f �� ,� I " I" ", ., � " � " ,­ ,, � -, '' 1 '4', - , � � - - - ., 'T'. , �,r 1�, � ", I , . " ,� I., �, .� '6 -,V, , � 'I, ,-Vill-lill __ ,�,� ,, 1. ,� Ir +�_ " 7,� .� " , [u. , ,,, , 'MI!tf , �, � �,v , :.� �,, , , , , `­%,4��­` :?,," �'- "', �� K -VI, X& �7, .,�.v � ��,�,.� �­ . , � -, , , - :�,v�',�;:,p )��t;,V- � " K ",',I-'r��-.r - , , 'Id'-; I .11-1 ,,,�,��, I ��4_ - , ". r .. I ,10'.�' - kl_ .- __ '_­,�41",­ ,"PEW , , , ", , � � . 1. " W "X6" CEDAR OR REDWOOD %� � W I, , V 'e,�"!"' 'r ­ , , , 1. . , , � , � - , R � , I- 5 ­ ,�4. �� I . - . , " . I . , �,::,�T ,, X,',�,', � W,�­�_ 1.w., I, �11 14. , , , - - Ti LEVATION 70 MATCH T Q, "' ;.�,�N_ 11 ',;�' ,�T�O�' _. 1 , "'I , I 11 � , �T .�, 1 14, 1 _; -, ., 7 -1 . , �:�, ;'�� ,��', 4 " , DGE OF PAVEMENT - .- 4 112- � 7.�`-��J' , , �:, *141 � , 1!? i �s ,� - OW141 - , N ,�' _ � �` '� , - � , , "Iul I ��,,�', 15. k�..�. �J; ;, �- ��'4 11 - ., - , �N' � - , � I " , �, - �. 1 I , " -1-111 I 11, �.,. " , , � .. I I ,."P, _­ It �, 1, a" � � �, "', , . �, '_114_11­��,' � 2,0!1' 1, �­ I �'i tl� I I -*, 41 'f ,� I I,, 4, 7 , '_ __ � .k_ j I ... n ,�,.��*,, x"'; " "" � -,. � -, " " " , "" ! S a - ; ;,�� � - I I _ � � -_ , , � �, � . , I I I 't , I= - � , "I., .,:,f,� ,,� , i- i I., :1 , � 11 d1r_ , , ­ � , 4 I � , , � , " ,, . � ", ", � , I t � 't I 11 i I I I ,,4�_ , , � , ", 44�7� 1 CONIC --- � -_ I Ill Ill � � ;9_�rl I Z � I I.. - - . I I . SLAB W/ I I I I 1`1 1, 11 11 I 1� , el :* I , GALVANIZED STEEL PIPE Type Conn. Round #1 — -1-- �-, - #-� : , _. .. -,�­ I . ,#3 I - - - " . - __� -_ E. Pipe - Arch 18"xll" Thru 58 71- #2 03 65",40' Thru 85"-�, ENCE (SEE SPECS) I ­ I ,__._­____­ - - � ,� , e, ," ­­,xf I ""',", I " 1,7 - i ,.,.,� - ,�� " I-, . "" r ­­ " . 1:,"": , �­ �, :,w.� ��,�,-,t � -�'­1'1_ j " . 11 �- 11 ­ ,,4 ,!, '174 w , - - , _ - - �,!f �� ,� I " I" ", ., � " � " ,­ ,, � -, '' 1 '4', - , � � - - - ., 'T'. , �,r 1�, � ", I , . " ,� I., �, .� '6 -,V, , � 'I, ,-Vill-lill __ ,�,� ,, 1. ,� Ir +�_ " 7,� .� " , [u. , ,,, , 'MI!tf , �, � �,v , :.� �,, , , , , `­%,4��­` :?,," �'- "', �� K -VI, X& �7, .,�.v � ��,�,.� �­ . , � -, , , - :�,v�',�;:,p )��t;,V- � " K ",',I-'r��-.r - , , 'Id'-; I .11-1 ,,,�,��, I ��4_ - , ". r .. I ,10'.�' - kl_ .- __ '_­,�41",­ ,"PEW , , , ", , � � . 1. " W "X6" CEDAR OR REDWOOD %� � W I, , V 'e,�"!"' 'r ­ , , , 1. . , , � , � - , R � , I- 5 ­ ,�4. �� I . - . , " . I . , �,::,�T ,, X,',�,', � W,�­�_ 1.w., I, �11 14. , , , - - Ti LEVATION 70 MATCH T Q, "' ;.�,�N_ 11 ',;�' ,�T�O�' _. 1 , "'I , I 11 � , �T .�, 1 14, 1 _; -, ., 7 -1 . , �:�, ;'�� ,��', 4 " , DGE OF PAVEMENT - .- 4 112- � 7.�`-��J' , , �:, *141 � , 1!? i �s ,� - OW141 - , N ,�' _ � �` '� , - � , , "Iul I ��,,�', 15. k�..�. �J; ;, �- ��'4 11 - ., - , �N' � - , � I " , �, - �. 1 I , " -1-111 I 11, �.,. " , , � .. I I ,."P, _­ It �, 1, a" � � �, "', , . �, '_114_11­��,' � 2,0!1' 1, �­ I �'i tl� I I -*, 41 'f ,� I I,, 4, 7 , '_ __ � .k_ j I ... n ,�,.��*,, x"'; " "" � -,. � -, " " " , "" ! S a - ; ;,�� � - I I _ � � -_ , , � �, � . , I I I 't , I= - � , "I., .,:,f,� ,,� , i- i I., :1 , � 11 d1r_ , , ­ � , 4 I � , , � , " ,, . � ", ", � , I t � 't I 11 i I I I ,,4�_ , , � , ", 44�7� 1 CONIC --- � -_ I Ill Ill � � ;9_�rl I Z � I I.. - - . I I . SLAB W/ I I I I 1`1 1, 11 11 I 1� , el :* I , � :,� t. L, � �,� � 11 . I I . . 1� � I , - 1 * .1 I ., 1� � I - , , I , '. 11_�11 .. 1. " - �,,,­ " �,,�I �;� � `� I I 1. ,I . . .:�, �, I I " 11 . I , . ,, " , ;� "I., ., , ., � �, , I , ', �t, . �01.1 , , �, * �. ", t" 1 7. 1� " ��;�_, . - . I . 11 , 1 . 11 , I � � , , , IBM � - I � I I", �01� I I . . " ,�� . . , . I � E. ,��.',4�� ,:,-,v I � � -Ir �� 'I- � I 11� I . . � I i 3111 — � . ", , � - ,,�, ,,-, ! I I , ti �, � I 11m, ­ I I . , "At,""', . -,' 10" �7�,,.!;rs. - . - z, I- I ... I ENCE (SEE SPECS) I ­ I ,__._­____­ - - � ,� , e, ," ­­,xf I ""',", I " 1,7 - i ,.,.,� - ,�� " I-, . "" r ­­ " . 1:,"": , �­ �, :,w.� ��,�,-,t � -�'­1'1_ j " . 11 �- 11 ­ ,,4 ,!, '174 w , - - , _ - - �,!f �� ,� I " I" ", ., � " � " ,­ ,, � -, '' 1 '4', - , � � - - - ., 'T'. , �,r 1�, � ", I , . " ,� I., �, .� '6 -,V, , � 'I, ,-Vill-lill __ ,�,� ,, 1. ,� Ir +�_ " 7,� .� " , [u. , ,,, , 'MI!tf , �, � �,v , :.� �,, , , , , `­%,4��­` :?,," �'- "', �� K -VI, X& �7, .,�.v � ��,�,.� �­ . , � -, , , - :�,v�',�;:,p )��t;,V- � " K ",',I-'r��-.r - , , 'Id'-; I .11-1 ,,,�,��, I ��4_ - , ". r .. 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S a - ; ;,�� � - I I _ � � -_ , , � �, � . , I I I 't , I= - � , "I., .,:,f,� ,,� , i- i I., :1 , � 11 d1r_ , , ­ � , 4 I � , , � , " ,, . � ", ", � , I t � 't I 11 i I I I ,,4�_ , , � , ", 44�7� 1 CONIC --- � -_ I Ill Ill � � ;9_�rl I Z � I I.. - - . I I . SLAB W/ I I I I 1`1 1, 11 11 I 1� , el :* I , � :,� t. L, � �,� � 11 . I I . . 1� � I , - 1 * .1 I ., 1� � I - , , I , '. 11_�11 .. 1. " - �,,,­ " �,,�I �;� � `� I I 1. ,I . . .:�, �, 11 I �. . I I . . I " 11 . I , . ,, " , ;� "I., ., , ., � �, , I , ', �t, . �01.1 , , �, * �. ", t" 1 7. 1� " ��;�_, . - . I . 11 , 1 . 11 , I � � , , , I ,:_ � 11 11 , , ­ I � I. 1, �� � �, I 1_11 ,.. I � , " ,�� � - I � I I", �01� I I . . " ,�� . . , . I � , � �� ,��.',4�� ,:,-,v I � � -Ir �� 'I- � I 11� I . . � I ".. ... I., "'t' ., , , � . � r� 11 . . I . . i I . . � � . ", , � - ,,�, ,,-, ! I I , ti �, � . I - I I I 1, . �� 11 I ­ I I . , "At,""', . -,' 10" �7�,,.!;rs. - . - z, I- I ... I ��? �z--"­� �- ,,,, �t.�_;A�I.i�� ,w- . "I 'I, ., ; �W,fr%%",�, , .", " � INLET CASTING F . ,;. � , -,"e.."'T ­ I , , , , �, . I 11 I ,, �. 'w', , I + , , IM -1 11 �11' . ... � .., - , 4_3�'01� , - , �4 -1o;. I" ­ I 11,� .11 . ... 11 . I'll . I'll � -, - ,;i;" �",;r�e'v,'7;, , _ �_'_ t�N­ I, � CONCRETE . . �_ , � I m 11 I 11 'c> 10" 411- -1 - 'w , " ., - COLLAR 1 . j , � , I 1 ., 7 ,�4�c-`M*�­'-.- 0 I r - I I'll :. i'� , 1. .1 ",_�A� ,;4'1,1,t� � � ,4,,.,.,r , -1 ,_4 I " . . ,�11 . I I I ` I . , - � �., SIR �'W- VMT. '4 -in', +', 1 : PVMT. . I , , ,�il I ;: -,�,z,t­ , ,�I,.t I I" .8;��7 , I 1$ ,, I; I. - . . , . 1, _ . I � . . � . *. , '?, "N '"',��'q4"i"Cl., ­ "t I t , "I ,z 1�7 I;. �4 , �,�P, "�* V11, , 1� ,,�,,;"., �,­,�­ W" , �, , '� -'� It; , ,,, ,; - ­ " , -4K. IP i': , 1, "I `I,� I - , "';_ r FI E FOR ,�, - , . I 1 11 - I ,.. SEE PRO LE _ , Mw '' co.�'&p I .. .. . . � - ��, , , 4 - � " , 'i , 'k , 2 7kV-,1,, " , , , .� � " - '. 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I r- I - , � � - - ASPHALT - "� R��_� , . 12; j / PVMT. ,�.'� 2 5 ll , I — — — — — — — — .� , � 12" L6 �- - - " I � � �1 �. I 1, . . � �1! . I l �,, &COMBINED WALK & CURB DETAIL 11 011111111111111�0111_-31111111119 MAE& Ul W�1011 I. �� � K t�#., �_.� I I � �_, I . . t ��, ,� ��, .il �­- , I . � , , �� , � WMAIRM, nk I I.; � 11 I ­ � . � ,',i�,,,;41-�,,'::::: 10' , , , I , ,, , - - , . - , , ��, � �, I . "I",,, 1�1 - 0 1, � � , ", U 'I',., 1� .1. — -_ i 1 -114 '_', I 11 ", '. � �. " '. � I i r � . ­­ I I X,� � �,. 't, , f - - ,� �00_�i.14�, ��! � ,$ , ­ - I I ,�,,�, ­ og 0A, Tu%, V� , 4 NOTE , ­�� , ,;6 4 , , , , , �, .,7 ,�� �'. � 1 , '14"'7 , ., � t � �Z, , -.,, " ,�� , � v -4, , , ,��,," , 4 2% � � � 11 I t . S70NE STRIP FOR ISLAND INSTALLATIONS ONLY. , LEG QETAIL co 10 'r, _­�, I I ,.F,;. , 11 J90 W�.!Z,�,'��, ._� . - 41 1. "I � , � -11 0 , '7-,41 ,� , " - , W7HIN PARKING AREAS, PAVEMENT WILL EXTEND'.. 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Sw, )" - - - ��-_,! � �; i'm 0 �� �­ ') .1 I E E K `:� 111 11 " ­i,I[j.lL6IL �. _- li..l L 1.��I, I.I.LL, �' --oat'l E, 1- _�_l I ��`l,!',�dl� d d 1� -11-1 - ', "., 1 Vi7_�__ `A111'11' 'T,A Ill — - :� r==- � T7 � � . 11 _= I 1�1':: 1 _---7�1 1 )! I ',11 I I _`�E - I . I . , I ;-,� � � I �­I, � - 1=1 I I El i - - - - llh.�O�I,Iwlllnl I I I f" " * , - I I 1= - ll� I I I I It ,�,rwlffiwl - ­­=�_ - = = = �, 1- - I I � '­," , _... - � I , - � - = I `il �11 III d �l IM 0�1 ll`iT "I " . """' � " =111 - ill A \ ,,-� -sT \m,n%\'�,�ws_% -,,;� "'z, 4. - 711�7 - -=- I I 4_1 STRAW R 6' l =-I I = = - l=_I I l=_I I _=I I =1 I 1=1 I I=1 I 1=1 -11 I = - = = =11r I -1 I 1=1 I 1=1 I 1=1 I 1=1 I 1_1 I 1= ..;Z_: I 1=1 T �iwl I lEil I 1=1 I I=i I 1=1 I 1=1 I 1=1 I 1=1 1 1-71 1=1 I 1=1 I _=9 - � i I 1,1 - . . 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I I I I �� 1, ,1111 ­ � � 11 ,ill. - ­ -1__1 I HANDICAPPED RAMP DETAIL - """ , I , � _4 5 A ,� � -, -!,�,1111111W,�,, L� � ,6' F �� 17� I - t�A'l 0 - 4�� - ­,, � _� , .11 , " I ,, -� 4 ", ��*,, J NO SCALE ,. , ,. � ,�,��.,wrl l-, i 1� , - , __ . , _V� I w ., , Aw- _ ,� ,- i . � I . � �­, I . , I . I - - REVISIONS CIVIL ENGINEERING ENG CHK: DRAWNBY: SCALE: DATE: CLIENT: PAUL 1. CRIPE, INC, * NOTED 12-17-90 0 LAND SURVEYING 7172 GRAHAM ROAD _ 0 4W'�4'1,,:--�e 0 ARCHITECTURE TECH. CHK: DRFTNG. Cl DRAWING TITLE: , INDIANAPOLIS, INDIANA 4625 7,­-!-­�­,�­�': , 0 LAND PLANNING qG 27r5 STANDARD DETAILS . ___] 1. (317) 842-6777 1 1 - __ -_ - -_ I I � . - � " � � ­ 1 14". 1 1, 11 I- 11 r - 1. - I , , , - 11 .w."', , vot 7— , ll .", t 1'� 11 I � I 0 I I ­ . I., , �, , , I !", ,�",�,�,,wli,`� .t ftr�,.,�LT , 7 " i 1 �-,w . ,�, r !�,� , Of, - " � , R � , � ,11 I 11 , I d-, , � , i 0 i ,� � , � , 'f _V ., , , ,_ _ r . - - - � ,,, ":r"` � wl "I I I'll � 1. r " _1 , , - ., " I- I- I �!, - ­ " � ­,."' , , � �, . ,L �� , __'�� "whill _T SECTION 01010 - GENERAL CONDITION! 1 lhe Indiana Department of Highways, Standard Spe cifications 1988, are the basic materials and reference specification. The sections noted below for various items are to clarify the intent of the requirements for this project. Please note that other sections of these Standards Specifications may also be applicable. 2. These specifications in themselves, or when combined the American Institute of Architects (AIA Document A201) General Conditions of the contract for construction shall be considered as part of the contract. A(, 3 By executing the Contract, Contractor represents that he hoi acquainted himself with the site and has made all evaluations and investigations necessary to a full understanding of any difficulties which may be encountered in performing the work within the time frome� allotted. Any soil investigation data furnished to Contractor by Owner shall be for the convenience of Contractor, and Owner will n ot be responsible for any variance in actual conditions with such data or interpretations D r conclusions therefrom. Data on subsurface conditions do not constitute a representation or warranty of the continuity of such conditions. 5. Contractor shall schedule a pre- construction conference with Engineer prior to start of construction to review the plans and scope of project. Contractor shall obtain latest set of Minor changes ... ay drawings prior to start of construction be made if all reviewing agency approvals are not grant � � 1, before bidding. Changes in cost shall be negotiated prior to physical construction based on unit prices submitted on the contract documents. 6. The Contractor shall contact all utility companies to locate all mains, conduits, service lines, etc. in the construction ffected area. Existing utility structures are shown here 4,' in accordance with available information at time of design. The location and protection of utility structures and facilities, their support and maintenance during _�4 t; construction (in cooperation with applicable utility), is the express responsibility of the Contractor in the 1" performance of the Contract and in the preporation of tlhe"'� bid. The contractor shall notify the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. Extra core should be taken where a long time period occurs between design and,& construction. 7, The contractor shall be responsible for obtaining a r verifying that all permits and approvals are obtained from the respective private, City, County and State agency prjor,� to starting construction. The contractor shall also be responsible to comply with the conditions set forth within 9. It is essential that the work to be done in conjunction with this project be installed according to these plans and specifications. Upon completion, the Engineer will be required to certify to certain portions of this project. Therefore, It is necessary that the work being performed comply with these plans and specifications in order to obtain acceptance by the governing agency. Any damaged or defective work will be the contractor's responsibility to correct or replace. All changes or discrepancies in plans shall be reviewed with the engineer prior to implementing changes in field. 10. Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. Boundary lines of property have been established on the plans and contractor sholl exercise care that building lines are established in accurate conformity with dimensions indicated. For construction and grading purposes, a bench mark has been established; the elevation is indicated on the drawings. All vertical dimensions and final grades shall be established from the bench mark. 11. All quantities given on the prints, verbally or in the Scope of Work section are estimates and shall be confirmed by the bidding contractor. 12. Contractor shall be required to maintain records of all as -built drawings and construction activity during the construction process. All as -built drawings shall be submitted to the Engineer upon completion. SECTION 01020 - QUALITY OF WORK 1. Perform all work in the most workmanlike manner and according to the best standard practices. All work shall be free from faults and defects in workmanship. 2. Contractor shall be soley responsible for quality control of the work and shall maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce work of specified quality. 3. Required testing and inspection are intended to assist in determination of probable compliances of the work with the Contract Documents but do not relieve Contractor or Subcontractor of responsibility for those compliances. S ified testing and inspection are not intended to limit Contractor's quality control program. SAFETY SECTION 01040 1. Contractor shall take all necessary precautions for the safety of persons and the protection of the work and adjoining property. Contractor shall comply with all applicable provisions of federal, state and local safety laws and building codes. 7, 2. Contractor shall erect and properly maintain at all times, as required by conditions and the progress of the work, all necessary safeguards for the protection of the employees of Contractor, his subcontractors, Owner and its lessee, Owner's other contractors, members of the public and for the protection of the work and adjoining property. �Il workmanship shall comply with the Occupational Safety - - - - - - Health Administration Standards. 7 R ej No. 20491 STATE OF C AL 10-15-90 'Am ,SECTION 01340 - SHOP DRAWINGS AND SAMPLES 1. Submit all drawings, diagrams, illustrations, schedules, performance charts, instructions, specifications and other project data illustrating portions of the work as required by the specification sections. Such submittals, whether or not referred to as shop drawings herein prescribed. Unless otherwise noted in the specification sections, submit a minimum of five (5) sets of shop drawings to Project Engineer, Two (2) sets will be returned to Contractor unless otherwise requested. 2. Do not commence any portion of the work requiring a shop drawing or sample submittal until the submittal has been approved as prescribed herein. All such portions of the work sholl be in accordance with approved shop drawings or v samples. DEMOLITION SEC71ON 02010 1. Scope of Work The Contractor sholl excavate, demolish, remove and dispose of the debris generated from the demolition of the following items: A. Buildings B. Foundations C. Pavement and Curbs (concrete, asphalt and brick) " D. Concrete slabs E. Utilities (i.e. gas, electric, telephone, water and 917! f�ccble TV) F. Underground tanks and septic tanks G. Any other items 2. All material as a result of the general demolition shall be the property of the Contractor. The Contractor's lump sum bid price for the demolition sh 11 take into account the salvageable value of materials and said bid price sholl v, eflect said savings. The Contractor sholl be required to demolish and remove designated foundation walls, retaining walls, curbing, concrete slabs, paving, tanks, structures, pipes, manholes as shown on the Contract Documents, and as may be all existing basement floor slabs that are not removed shall be broken up sufficiently to permit drainage through the slob. All existing basement walls, foundations, floor slobs, and etc., shall be removed to an elevation 2' below existing All debris grade or proposed grade if in an area of cut. generated during the demolition operation shall be removed and legally disposed of off the site unless alternate bury pit area is approved by the Construction Manager. 4. The Contractor shall coordinate with the gas, electric, telephone, water and cable TV utilities for disconnection of all utilities. Utility connection shall be removed to the property line limits. Utility relocation and removal shall e included in the price of the demolition bid by the Contractor. 5. The Contractor shall obtain from the City of Carmel, and all other applicable governmental authorities, necessary perrr'ts required, a copy of such permits to be furnished to the )wner prior to commencement of any work required herein. The Contractor shall further furnish to the Owner proof that he has compiled with the provisions of Carmel, Indiana. 6. All septic tanks within the limits of building pod and parking areas shall be removed. All others shall be pumped and 'backfilled with sand or other granular bockfill. 1. The Contractor shall remove all topsoil in the areas to be occupied by roads, parking areas, walks buildings and 4 d esi gnClLed JlLure building 1111 areas. lopsoil sholl be removed to a depth of six (6) inches or deeper, if necessary, to remove vegetative matter where required. See Soils Report for approximate topsoil thickness. If site has been recently stripped, the topsoil shall be removed to depth required to remove all roots as required by engineer or testing lab, Topsoil shall be kept separated from suitable fill materials and shall not be used as fill under pavement and building areas. Topsoil shall be stored at a location where it does not interfere with construction operations. Topsoil sholl be reasonably free from subsoil debris, stones, etc. Topsoilsholl be spread over all areas to receive seeding and landscaping. Landscaped islands and planting area shall have a minimum of 12 inches of topsoil and seeded or sodded areas sholl have a minimum of 6 inches of topsoil spread. 6. Excess topsoil to be stockpiled in the areas designated on the grading plan, or removed from the site if directed by the owner or engineer. SECTION 02220 - EARTHWORK Scope of Work Extent: The work required under this section consists of all excavating, filling, rough grading, backfilling and related items necessary to Complete the work indicated on the drawings and described in the specifications. 1. In general, the items of work to be performed under this Section shall include: fill compaction and rough and finish grading of entire site as indicated on the drawings including subgrode preparation and grading for streets, building pods, parking lots, walks and general cut and fill. 2. Fill material: shall consist of earth obtained from cut Iareas, borrow pits or other off-site sources. Earth shall be free from vegetable matter and other deleterious substances and large rocks. Fill obtained from off-site shall be of kind and quality as specified for fills and the source sholl be approved by the owner, The fill material shall be placed in layers not to exceed six Inches following compaction. Moisture content of fill material will be such that compaction to specified density is possible. All fill beneath paved areas, floor slabs and future buildings shall be compacted to at least 95% of the modified Proctor maximum dry density (ASTM -D-1557) or higher if recommended by Soils Engineer. 3. Excavate, replace and dispose of site soil materials determined to be unsuitable by Project Engineer or Soils Engineer if Engineer so directs. 4. Replace unsuitable soil materials with Common Fill Materials specified and backfill, compact and grade the replacement materials as specified herein. 5. Dispose of unsuitable soil materials on site in the area designated by Engineer and seed as noted. Bury pits can be utilized in nonstructural fill area not restricted by other easements to obtain suitable fill material and waste unsuitable soil and unused topsoil. 6. Contractor will be compensated for excavation, replacement and disposal of unsuitable soil materials for soil other than noted on plans based on the volume of excavation, time and the contract unit price of the specified fill. 7. Perform earthwork operations to establish required elevations and dimensions within the following tolerances, except that no tolerance will be permitted that would allow a lesser size than indicated for footings and foundations or a lesser thickness than indicated for paving, paving base courses and concrete floor slabs-on-grode. A. Under buildings and paving areas: + 0.10 feet. B. Other Areas: + 0.20 feet. 8. Place topsoil to minimum depths indicated on the planting plans In each respective area. Place topsoil in 6" compacted lifts and develop smooth planting surfaces. Subgrade sholl be scarified 3" to 6" in depth before topsoil is spread, Remove all vegetation, stones, roots and rubbish from topsoil and rake to even surface. Carefully spread topsoil to meet walks, paving, adjacent properties, and be free of low spots, Finish grade shall be + 1' of finish grade elevations shown on the grading plan. 9. Settling: Mere settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 10. Removal from Owner's Property Remove waste materials, including surplus excavated material, unacceptable excavated material, trash and debris, topsoil, and legally dispose of it off project site unless otherwise directed. The loccition -, of dump and length of houl shall be the Contractor's responsibility. SECTION 02110 - SITE CLEARING 1. Scope of Work Clearing and grubbing sholl consist of cutting, removal and satisfactory disposal of all trees, down timber, brush, projecting roots, stumps, rubbish, boulders, broken concrete, fencing (as designated), and other material on the PROJECT SITE AS INDICATED ON THE SITE TREE SAVE & CLEARING PLAN. 2. All debris generated from the clearing operations stated in Item 1 shall be removed and legally disposed of off the project site; unless a "Bury -Pit", approved by the Construction Manager and Developer, con be utilized in on area where it shall not be beneath building areas and/or pavement areas and shall not be located in an area where any utility structures ore located or where impoundment of surface drainage may occur. 3. Materials shall not be disposed of by burning unless approved by the local Fire Marshall and the Construction Manager, and all required permits are obtained by the Contractor. 4. Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from the appropriate governmental agency, see Traffic Control Plan. 5. Protection of Existing Improvement: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. a. Protect improvements on adjoining properties and on Owner's property. b. Restore damaged improvements to their original conditions, as acceptable to parties having jurisdiction. 6. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain inplace, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. These protection guards are to be chain link fences, removed after all construction is complete. 7. All trash and lose debris is to be picked up and disposed of at least once a week. SECTION 02510 STREETS AND PARKING LOTS 13. Utility Structures: Check for correct elevation of all manhole covers, valve boxes and similar structures located wit hin areas to be paved, and make, or have made, any :ope of Work necessary adjustments in such structures. The work required under this section includes all conciete and bituminous paving and related items necessary to 14, Placing Concrete: Complete the work indicated on drawings and described in t A Subgrade: Place concrete only on a moist, compacted specifications, including but not limited to: subgrade or base free from loose material. Place no All streets, parking areas in contract limits,'Curbs and gutters, 'g, concrete on a muddy or frozen subgrade. Forms: All forms sholl be free from warp, tight enough Sidewalks, Signs, concrete slabs oD� exterior steps to prevent leakage and substantial enough to maintain their shape and position without springing or settling, 2. Concrete: Plain concrete pavements shall be constructed in when concrete is placed. Forms shall be clean and accordance with Section 501 of the Indiana Dept. of Highways 4, smooth immediately before concreting. Specifications. Concrete sholl be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates C. Placing Concrete: Concrete shall be deposited so as to with Portland cement and water. Minimum cement content'110014 shall be 6 bogs per cubic yard of concrete and maximu tv, , , , �1; � � - , ,- I � � require as little rehandling as practicable. When m water concre e t is to be placed at an atmospheric temperature content shall be 5.5 U.S. gallons per sock of cement, f 35 degrees F. or less, paragraph 702.10 of the including moisture in the aggregate. Slump for normal'O Indiana Department of Highways Specifications, latest weight Concrete shall be a maximum of 4 inches and minimum revision sholl be followed. of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches nor more than 3 inches. Standard test AS7M C-143 shall be used to measure slump. Compressiv strength of concrete at 28 days sholl be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by A. Expansion Joints: Shall be 1/2 inch thick premoulded at -260. Retempering of delivered concrete ends of all returns and at a maximum spacing of 100 volume per ASTM C will not be allowed. Concrete shall be composed of: fee A. Portland Cement: Conforming to ASTM C-150, Type ]A or f� B Contraction Joints: Unless otherwise provided, Type IIIA. Icontraction joints shall be sawed joints spaced 20 feet on center. B. Aggregates: Conforming to ASTM C_ 33. Finish: Tamp and screed concrete as soon as placed, and C. Water: Shall be clear and free Trom injurious fill any honey combed place. Finish square corners to of oils, acids, alkalies, organic materials or other 1/4 inch radius and other corners to radii shown. 4 deleterious substances. 16, Concrete Walks and Exterior Steps conforming to Section 604 3 Welded Steel Wire Fabric: Where required for concrete of the Indiana Dept. of Highways Specifications. reinforcement shall conform to ASTM A185. A. Slopes: Provide 1/4 inch per foot cross slope. Make 4. Premoulded Joint Filler: Shall be of non -extruding type meeting ASTM D-544, except that premoulded joint filler use. adjustments in Slopes at walk intersections as necessary to provide proper drainage. in concrete walk construction may be either non -extruding oi resilient. 6. Dimensions: Walks and steps shall be one course construction and of widths and details shown on the 5. Bituminous Pavement Materials: All materials proposed f or ftry,�� Kl� drawings, the construction of bituminous pavements shall comply with the Indiana Deportment of Highways Specifications, per Finish: Screed concrete and trowel with a steel trowel latest revisions (Section 403). to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe 6. Compacted Aggregate Subbase: Shall be crushed stone or Provide 1/2 inch at 5 foot spacing. gravel. Crushed gravel shall be a minimum of 35% crushed ints where sidewalks intersect, and at a expa nsion Jo material. Chert shall be limited to a maximum of 8% of the maximurn spacing of 48 feet between expansion joints. total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or dissintegrated pieces; D. Wheel chair romps shall be provided as detailed. and shall be free from fragments coated with dirt, -1 Curing Concrete: Except as otherwise specified, cure all Compacted aggregates shall be graded as follows concrete by one of the methods described in Section 501.17 SIEVE SIZE % PASSII at the Indiana Department of Highways Specifications, latest 1-1/2- 100 80-100 16 Bituminous Pavement: Hot asphalt concrete pavement shall be 3/4" 70-90 as specified in Section 4D3 of the Indiana Department of 55-80 1/2� Highways Specifications, latest revisions. Paving will not #4 35-60 be permitted during unfavorable weather or when the #8 25-51) temperature is 40 d(grees F. and falling, #30 12-30 I#200 5-10 Compacted Aggregate Subbase: The thickness shown on the drawings is the minimum thickness of the fully compacted 7. Tack and Prime Coats: To assure bond between base and if subbase. Compactici shall be accomplished by rolling with a binder courses or between binder and surface courses, apply smooth wheeled roller weighing 8 to 10 tons. Compact to complete tock and prime coating. Place binder and/or 100% of maximum dry density in accordance with Section surface course immediately after applying tock or prime coat 304.05. Along curbs, headers and walls and at all places after specified drying time.,.400, not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand -7, mpers. constructed asphalt or portlond cement concrete and A. Apply tack coat to contact surfaces of previ( surfaces abutting or projecting into asphalt concrete 20. Construction within Right -of -Way All street construction pavement. Distribute at rate of 0.05 to 0.15 gallon per within the lines of dedicated right-of-way sholl be in square yard of surface. Cut-back asphalt type: AASHTO M 82 (ASTM D 2027) MC -30, MC -700, MC -250. accordance with the Specifications of the Hamilton County Highway Department and the Indiana Department of Highways. B. Apply prime coat over compacted base stone. Apply 21. Pavements built by stage construction, that is pavements material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration used to carry traffic before the full pavement structure is and evaporation of volatile. Distribute at a rate of "4. in place, will have each stage used by traffic inspected by the Count Engineer for distressed areas before the next 0.2 to 0.5 gallon per square yord. Emulsified asphalt; stage is started. Distressed areas will be repaired to the y AASHTO M140 (ASTM D 997) or M208 (D 2397); SS -1, SS I so is fie CSS -1 diluted with one part water to one part emulsi t' faction of the Engineer before an additional stage is constructed. asphalt, 8. Striping Moterials� Traffic paint, white, Irubber base, factory mixed, quick dryin conforming to Fed. Spec. TT -0-115C, Type 11 and conforming to ISHSS Section 908. 9. Grading: Do any necessary grading to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. 10. Preparation of Subgrade: Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrojp nrinr tf) poving. 11. Compaction of Subgrode: The first 6 Inches below the subgrocle sholl be compacted to at least 95% of the maximum dry density as determined by the provisions of AASHTO T-99. Water sholl be prevented from standing on the compacted subgrocle. Cloy and silty cloy soil sholl be compacted at a moisture content 1% to 2% above optimum moisture to reduce future volume changes. All testing shall be performe b qualified Soils Engineer. 12. Acceptance of Subgrade: The placing of the stone b --- constitutes that the paving contractor has accepted the condition of the subgrade and accepts full responsibility for maintaining the grade elevations and contours indicated on the Drawings. Subgrade should be inspected and tested by F the appropriate governmental agency prior to pavement construction. Should the paving contractor refuse acceptance of the subgrade, he shall notify the General Contractor immediotel of the deficiencies. Should the poving contractor f 'I t notify the General Contractor of any deficiencies and/or proceed in the placing of the stone base, said ac ions sholl constitute acceptance of subgrade. -mob RVASIONS 0 CI\AL b71-NEERING ENG CHK: DRAWN BY: SCALE: DATE: CLIENT: 0 PAUL 1. CRIPE, INC 0 LAND SURVEYING NONE 12-17-90 PEARSON FORD 7172 GRAHAM ROAD K: 9 ARCHITECTURE TECH, CH DIRFTINIG, CHK: DRAWING TITLE: INDIANAPOLIS, INDIANA 46250 I �G 9 LAND PLANNING STANDARD SPECIFICATIONS (317) 842-6777 SECTION 02620 UTILITIES (Gas, Electric, Telephone and T.V.) 1 . Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of work. It shall also be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the Engineer of any changes, errors or omissions found oi these plans or in the field before Work is started or resumed. 2. If active utilities are encountered but not shown on the drawings, the Engineer and utility repiresentative shall be advised before work is continued. 3. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer and utility company. They shall be remo�ed, plugged or capped as directed by the utility company ard Engineer. 4. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. 5. Granular backfill shall be required for all utility crossings under pavement areas exce)t for utilities which 6. Conduit shall be required for all crossings under pavement areas. Contractor shall coordinate w th each respective utility for their location and installation. Conduit shall be 4" PVC Schedule 20 or approved �quol. 7. Existing storm sewers, sanitary sewers, water mains, gas mains, electric ducts, telephone duct,,;, steam mains and other underground structures hove been shown on the plans according to the best available information. The exact location and protection of these facil'ties and structures, their support and maintenance in opEration during construction (in cooperation with the proper authorities of the utility involved), is the express responsibility of the Contractor in the performance of his contract and in the preparation of his bid. 0 APPFIOVAL PENUNG Wr " 00wr"JOTM DWG. TYPE FILE NUMBER SHEET: JOB NUMBER C901 r, I r, I A I 1 1 - r I r) I 1 1 1'r) I () I each permit. 8. It is the responsibility of the developer and contractor to maintain quality control management throughout the project. Failure to do so may result in removal and replacement of the defective work. It is recommended that the developer have a qualified supervisor on the job at all times during construction. 9. It is essential that the work to be done in conjunction with this project be installed according to these plans and specifications. Upon completion, the Engineer will be required to certify to certain portions of this project. Therefore, It is necessary that the work being performed comply with these plans and specifications in order to obtain acceptance by the governing agency. Any damaged or defective work will be the contractor's responsibility to correct or replace. All changes or discrepancies in plans shall be reviewed with the engineer prior to implementing changes in field. 10. Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. Boundary lines of property have been established on the plans and contractor sholl exercise care that building lines are established in accurate conformity with dimensions indicated. For construction and grading purposes, a bench mark has been established; the elevation is indicated on the drawings. All vertical dimensions and final grades shall be established from the bench mark. 11. All quantities given on the prints, verbally or in the Scope of Work section are estimates and shall be confirmed by the bidding contractor. 12. Contractor shall be required to maintain records of all as -built drawings and construction activity during the construction process. All as -built drawings shall be submitted to the Engineer upon completion. SECTION 01020 - QUALITY OF WORK 1. Perform all work in the most workmanlike manner and according to the best standard practices. All work shall be free from faults and defects in workmanship. 2. Contractor shall be soley responsible for quality control of the work and shall maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce work of specified quality. 3. Required testing and inspection are intended to assist in determination of probable compliances of the work with the Contract Documents but do not relieve Contractor or Subcontractor of responsibility for those compliances. S ified testing and inspection are not intended to limit Contractor's quality control program. SAFETY SECTION 01040 1. Contractor shall take all necessary precautions for the safety of persons and the protection of the work and adjoining property. Contractor shall comply with all applicable provisions of federal, state and local safety laws and building codes. 7, 2. Contractor shall erect and properly maintain at all times, as required by conditions and the progress of the work, all necessary safeguards for the protection of the employees of Contractor, his subcontractors, Owner and its lessee, Owner's other contractors, members of the public and for the protection of the work and adjoining property. �Il workmanship shall comply with the Occupational Safety - - - - - - Health Administration Standards. 7 R ej No. 20491 STATE OF C AL 10-15-90 'Am ,SECTION 01340 - SHOP DRAWINGS AND SAMPLES 1. Submit all drawings, diagrams, illustrations, schedules, performance charts, instructions, specifications and other project data illustrating portions of the work as required by the specification sections. Such submittals, whether or not referred to as shop drawings herein prescribed. Unless otherwise noted in the specification sections, submit a minimum of five (5) sets of shop drawings to Project Engineer, Two (2) sets will be returned to Contractor unless otherwise requested. 2. Do not commence any portion of the work requiring a shop drawing or sample submittal until the submittal has been approved as prescribed herein. All such portions of the work sholl be in accordance with approved shop drawings or v samples. DEMOLITION SEC71ON 02010 1. Scope of Work The Contractor sholl excavate, demolish, remove and dispose of the debris generated from the demolition of the following items: A. Buildings B. Foundations C. Pavement and Curbs (concrete, asphalt and brick) " D. Concrete slabs E. Utilities (i.e. gas, electric, telephone, water and 917! f�ccble TV) F. Underground tanks and septic tanks G. Any other items 2. All material as a result of the general demolition shall be the property of the Contractor. The Contractor's lump sum bid price for the demolition sh 11 take into account the salvageable value of materials and said bid price sholl v, eflect said savings. The Contractor sholl be required to demolish and remove designated foundation walls, retaining walls, curbing, concrete slabs, paving, tanks, structures, pipes, manholes as shown on the Contract Documents, and as may be all existing basement floor slabs that are not removed shall be broken up sufficiently to permit drainage through the slob. All existing basement walls, foundations, floor slobs, and etc., shall be removed to an elevation 2' below existing All debris grade or proposed grade if in an area of cut. generated during the demolition operation shall be removed and legally disposed of off the site unless alternate bury pit area is approved by the Construction Manager. 4. The Contractor shall coordinate with the gas, electric, telephone, water and cable TV utilities for disconnection of all utilities. Utility connection shall be removed to the property line limits. Utility relocation and removal shall e included in the price of the demolition bid by the Contractor. 5. The Contractor shall obtain from the City of Carmel, and all other applicable governmental authorities, necessary perrr'ts required, a copy of such permits to be furnished to the )wner prior to commencement of any work required herein. The Contractor shall further furnish to the Owner proof that he has compiled with the provisions of Carmel, Indiana. 6. All septic tanks within the limits of building pod and parking areas shall be removed. All others shall be pumped and 'backfilled with sand or other granular bockfill. 1. The Contractor shall remove all topsoil in the areas to be occupied by roads, parking areas, walks buildings and 4 d esi gnClLed JlLure building 1111 areas. lopsoil sholl be removed to a depth of six (6) inches or deeper, if necessary, to remove vegetative matter where required. See Soils Report for approximate topsoil thickness. If site has been recently stripped, the topsoil shall be removed to depth required to remove all roots as required by engineer or testing lab, Topsoil shall be kept separated from suitable fill materials and shall not be used as fill under pavement and building areas. Topsoil shall be stored at a location where it does not interfere with construction operations. Topsoil sholl be reasonably free from subsoil debris, stones, etc. Topsoilsholl be spread over all areas to receive seeding and landscaping. Landscaped islands and planting area shall have a minimum of 12 inches of topsoil and seeded or sodded areas sholl have a minimum of 6 inches of topsoil spread. 6. Excess topsoil to be stockpiled in the areas designated on the grading plan, or removed from the site if directed by the owner or engineer. SECTION 02220 - EARTHWORK Scope of Work Extent: The work required under this section consists of all excavating, filling, rough grading, backfilling and related items necessary to Complete the work indicated on the drawings and described in the specifications. 1. In general, the items of work to be performed under this Section shall include: fill compaction and rough and finish grading of entire site as indicated on the drawings including subgrode preparation and grading for streets, building pods, parking lots, walks and general cut and fill. 2. Fill material: shall consist of earth obtained from cut Iareas, borrow pits or other off-site sources. Earth shall be free from vegetable matter and other deleterious substances and large rocks. Fill obtained from off-site shall be of kind and quality as specified for fills and the source sholl be approved by the owner, The fill material shall be placed in layers not to exceed six Inches following compaction. Moisture content of fill material will be such that compaction to specified density is possible. All fill beneath paved areas, floor slabs and future buildings shall be compacted to at least 95% of the modified Proctor maximum dry density (ASTM -D-1557) or higher if recommended by Soils Engineer. 3. Excavate, replace and dispose of site soil materials determined to be unsuitable by Project Engineer or Soils Engineer if Engineer so directs. 4. Replace unsuitable soil materials with Common Fill Materials specified and backfill, compact and grade the replacement materials as specified herein. 5. Dispose of unsuitable soil materials on site in the area designated by Engineer and seed as noted. Bury pits can be utilized in nonstructural fill area not restricted by other easements to obtain suitable fill material and waste unsuitable soil and unused topsoil. 6. Contractor will be compensated for excavation, replacement and disposal of unsuitable soil materials for soil other than noted on plans based on the volume of excavation, time and the contract unit price of the specified fill. 7. Perform earthwork operations to establish required elevations and dimensions within the following tolerances, except that no tolerance will be permitted that would allow a lesser size than indicated for footings and foundations or a lesser thickness than indicated for paving, paving base courses and concrete floor slabs-on-grode. A. Under buildings and paving areas: + 0.10 feet. B. Other Areas: + 0.20 feet. 8. Place topsoil to minimum depths indicated on the planting plans In each respective area. Place topsoil in 6" compacted lifts and develop smooth planting surfaces. Subgrade sholl be scarified 3" to 6" in depth before topsoil is spread, Remove all vegetation, stones, roots and rubbish from topsoil and rake to even surface. Carefully spread topsoil to meet walks, paving, adjacent properties, and be free of low spots, Finish grade shall be + 1' of finish grade elevations shown on the grading plan. 9. Settling: Mere settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 10. Removal from Owner's Property Remove waste materials, including surplus excavated material, unacceptable excavated material, trash and debris, topsoil, and legally dispose of it off project site unless otherwise directed. The loccition -, of dump and length of houl shall be the Contractor's responsibility. SECTION 02110 - SITE CLEARING 1. Scope of Work Clearing and grubbing sholl consist of cutting, removal and satisfactory disposal of all trees, down timber, brush, projecting roots, stumps, rubbish, boulders, broken concrete, fencing (as designated), and other material on the PROJECT SITE AS INDICATED ON THE SITE TREE SAVE & CLEARING PLAN. 2. All debris generated from the clearing operations stated in Item 1 shall be removed and legally disposed of off the project site; unless a "Bury -Pit", approved by the Construction Manager and Developer, con be utilized in on area where it shall not be beneath building areas and/or pavement areas and shall not be located in an area where any utility structures ore located or where impoundment of surface drainage may occur. 3. Materials shall not be disposed of by burning unless approved by the local Fire Marshall and the Construction Manager, and all required permits are obtained by the Contractor. 4. Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from the appropriate governmental agency, see Traffic Control Plan. 5. Protection of Existing Improvement: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. a. Protect improvements on adjoining properties and on Owner's property. b. Restore damaged improvements to their original conditions, as acceptable to parties having jurisdiction. 6. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain inplace, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. These protection guards are to be chain link fences, removed after all construction is complete. 7. All trash and lose debris is to be picked up and disposed of at least once a week. SECTION 02510 STREETS AND PARKING LOTS 13. Utility Structures: Check for correct elevation of all manhole covers, valve boxes and similar structures located wit hin areas to be paved, and make, or have made, any :ope of Work necessary adjustments in such structures. The work required under this section includes all conciete and bituminous paving and related items necessary to 14, Placing Concrete: Complete the work indicated on drawings and described in t A Subgrade: Place concrete only on a moist, compacted specifications, including but not limited to: subgrade or base free from loose material. Place no All streets, parking areas in contract limits,'Curbs and gutters, 'g, concrete on a muddy or frozen subgrade. Forms: All forms sholl be free from warp, tight enough Sidewalks, Signs, concrete slabs oD� exterior steps to prevent leakage and substantial enough to maintain their shape and position without springing or settling, 2. Concrete: Plain concrete pavements shall be constructed in when concrete is placed. Forms shall be clean and accordance with Section 501 of the Indiana Dept. of Highways 4, smooth immediately before concreting. Specifications. Concrete sholl be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates C. Placing Concrete: Concrete shall be deposited so as to with Portland cement and water. Minimum cement content'110014 shall be 6 bogs per cubic yard of concrete and maximu tv, , , , �1; � � - , ,- I � � require as little rehandling as practicable. When m water concre e t is to be placed at an atmospheric temperature content shall be 5.5 U.S. gallons per sock of cement, f 35 degrees F. or less, paragraph 702.10 of the including moisture in the aggregate. Slump for normal'O Indiana Department of Highways Specifications, latest weight Concrete shall be a maximum of 4 inches and minimum revision sholl be followed. of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches nor more than 3 inches. Standard test AS7M C-143 shall be used to measure slump. Compressiv strength of concrete at 28 days sholl be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by A. Expansion Joints: Shall be 1/2 inch thick premoulded at -260. Retempering of delivered concrete ends of all returns and at a maximum spacing of 100 volume per ASTM C will not be allowed. Concrete shall be composed of: fee A. Portland Cement: Conforming to ASTM C-150, Type ]A or f� B Contraction Joints: Unless otherwise provided, Type IIIA. Icontraction joints shall be sawed joints spaced 20 feet on center. B. Aggregates: Conforming to ASTM C_ 33. Finish: Tamp and screed concrete as soon as placed, and C. Water: Shall be clear and free Trom injurious fill any honey combed place. Finish square corners to of oils, acids, alkalies, organic materials or other 1/4 inch radius and other corners to radii shown. 4 deleterious substances. 16, Concrete Walks and Exterior Steps conforming to Section 604 3 Welded Steel Wire Fabric: Where required for concrete of the Indiana Dept. of Highways Specifications. reinforcement shall conform to ASTM A185. A. Slopes: Provide 1/4 inch per foot cross slope. Make 4. Premoulded Joint Filler: Shall be of non -extruding type meeting ASTM D-544, except that premoulded joint filler use. adjustments in Slopes at walk intersections as necessary to provide proper drainage. in concrete walk construction may be either non -extruding oi resilient. 6. Dimensions: Walks and steps shall be one course construction and of widths and details shown on the 5. Bituminous Pavement Materials: All materials proposed f or ftry,�� Kl� drawings, the construction of bituminous pavements shall comply with the Indiana Deportment of Highways Specifications, per Finish: Screed concrete and trowel with a steel trowel latest revisions (Section 403). to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe 6. Compacted Aggregate Subbase: Shall be crushed stone or Provide 1/2 inch at 5 foot spacing. gravel. Crushed gravel shall be a minimum of 35% crushed ints where sidewalks intersect, and at a expa nsion Jo material. Chert shall be limited to a maximum of 8% of the maximurn spacing of 48 feet between expansion joints. total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or dissintegrated pieces; D. Wheel chair romps shall be provided as detailed. and shall be free from fragments coated with dirt, -1 Curing Concrete: Except as otherwise specified, cure all Compacted aggregates shall be graded as follows concrete by one of the methods described in Section 501.17 SIEVE SIZE % PASSII at the Indiana Department of Highways Specifications, latest 1-1/2- 100 80-100 16 Bituminous Pavement: Hot asphalt concrete pavement shall be 3/4" 70-90 as specified in Section 4D3 of the Indiana Department of 55-80 1/2� Highways Specifications, latest revisions. Paving will not #4 35-60 be permitted during unfavorable weather or when the #8 25-51) temperature is 40 d(grees F. and falling, #30 12-30 I#200 5-10 Compacted Aggregate Subbase: The thickness shown on the drawings is the minimum thickness of the fully compacted 7. Tack and Prime Coats: To assure bond between base and if subbase. Compactici shall be accomplished by rolling with a binder courses or between binder and surface courses, apply smooth wheeled roller weighing 8 to 10 tons. Compact to complete tock and prime coating. Place binder and/or 100% of maximum dry density in accordance with Section surface course immediately after applying tock or prime coat 304.05. Along curbs, headers and walls and at all places after specified drying time.,.400, not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand -7, mpers. constructed asphalt or portlond cement concrete and A. Apply tack coat to contact surfaces of previ( surfaces abutting or projecting into asphalt concrete 20. Construction within Right -of -Way All street construction pavement. Distribute at rate of 0.05 to 0.15 gallon per within the lines of dedicated right-of-way sholl be in square yard of surface. Cut-back asphalt type: AASHTO M 82 (ASTM D 2027) MC -30, MC -700, MC -250. accordance with the Specifications of the Hamilton County Highway Department and the Indiana Department of Highways. B. Apply prime coat over compacted base stone. Apply 21. Pavements built by stage construction, that is pavements material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration used to carry traffic before the full pavement structure is and evaporation of volatile. Distribute at a rate of "4. in place, will have each stage used by traffic inspected by the Count Engineer for distressed areas before the next 0.2 to 0.5 gallon per square yord. Emulsified asphalt; stage is started. Distressed areas will be repaired to the y AASHTO M140 (ASTM D 997) or M208 (D 2397); SS -1, SS I so is fie CSS -1 diluted with one part water to one part emulsi t' faction of the Engineer before an additional stage is constructed. asphalt, 8. Striping Moterials� Traffic paint, white, Irubber base, factory mixed, quick dryin conforming to Fed. Spec. TT -0-115C, Type 11 and conforming to ISHSS Section 908. 9. Grading: Do any necessary grading to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. 10. Preparation of Subgrade: Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrojp nrinr tf) poving. 11. Compaction of Subgrode: The first 6 Inches below the subgrocle sholl be compacted to at least 95% of the maximum dry density as determined by the provisions of AASHTO T-99. Water sholl be prevented from standing on the compacted subgrocle. Cloy and silty cloy soil sholl be compacted at a moisture content 1% to 2% above optimum moisture to reduce future volume changes. All testing shall be performe b qualified Soils Engineer. 12. Acceptance of Subgrade: The placing of the stone b --- constitutes that the paving contractor has accepted the condition of the subgrade and accepts full responsibility for maintaining the grade elevations and contours indicated on the Drawings. Subgrade should be inspected and tested by F the appropriate governmental agency prior to pavement construction. Should the paving contractor refuse acceptance of the subgrade, he shall notify the General Contractor immediotel of the deficiencies. Should the poving contractor f 'I t notify the General Contractor of any deficiencies and/or proceed in the placing of the stone base, said ac ions sholl constitute acceptance of subgrade. -mob RVASIONS 0 CI\AL b71-NEERING ENG CHK: DRAWN BY: SCALE: DATE: CLIENT: 0 PAUL 1. CRIPE, INC 0 LAND SURVEYING NONE 12-17-90 PEARSON FORD 7172 GRAHAM ROAD K: 9 ARCHITECTURE TECH, CH DIRFTINIG, CHK: DRAWING TITLE: INDIANAPOLIS, INDIANA 46250 I �G 9 LAND PLANNING STANDARD SPECIFICATIONS (317) 842-6777 SECTION 02620 UTILITIES (Gas, Electric, Telephone and T.V.) 1 . Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of work. It shall also be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the Engineer of any changes, errors or omissions found oi these plans or in the field before Work is started or resumed. 2. If active utilities are encountered but not shown on the drawings, the Engineer and utility repiresentative shall be advised before work is continued. 3. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer and utility company. They shall be remo�ed, plugged or capped as directed by the utility company ard Engineer. 4. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. 5. Granular backfill shall be required for all utility crossings under pavement areas exce)t for utilities which 6. Conduit shall be required for all crossings under pavement areas. Contractor shall coordinate w th each respective utility for their location and installation. Conduit shall be 4" PVC Schedule 20 or approved �quol. 7. Existing storm sewers, sanitary sewers, water mains, gas mains, electric ducts, telephone duct,,;, steam mains and other underground structures hove been shown on the plans according to the best available information. The exact location and protection of these facil'ties and structures, their support and maintenance in opEration during construction (in cooperation with the proper authorities of the utility involved), is the express responsibility of the Contractor in the performance of his contract and in the preparation of his bid. 0 APPFIOVAL PENUNG Wr " 00wr"JOTM DWG. TYPE FILE NUMBER SHEET: JOB NUMBER C901 r, I r, I A I 1 1 - r I r) I 1 1 1'r) I () I = � ,� 14 1A -M - 1J,-__1, , I � ­ -:1�'111,7ZE, , , �'tll,�A , .1 � "at ! �. �, � ,,� '&47-e_�?17;91_1�,,�, �,�`��,�,�;� I' ''., ,',� !, � ,4', ,,,�, ��.V, �711kr , ,;�,�,", " 4 V "'�7,4.-,-;,Z,�74',�! 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I , I ,�, " " I I I 1, , 11. ,I ­ r � - .1 � I I � , �� - 'i 11� � _� , I I , , � I "', :, � - - ,� -1 �,,,, - 7�_,-�,� ��,�,-,i,�� � , �, Ili � I , " � 01 11, I �m t I J ,I I ,1 , "I , ,!,:,-:� 4� I ., �� .� ,�.,_ ; ��`, , ", � 11 I � , �, � � - -`­. - 11 h - I I , %,;�'%': " *,,47 " 1-1 ,��. �,, , � ,�; � " V * , 9 �rltl , , I I ,� , � I I - � -�� I" � - ;, 7. ' � 1� I 11.11, - I I 1, I � "o 14-, �,.� " - - -� ' ' , , , I . �,A 7 , ". '; '� , '�� , " . ,% .� � " ,� � �,� f", "' I "'., ' I - � I 11 . , 1, , , � . " " SECTION 02720 - STORM SEVERS ,- , "at'. ,�, � ,;, , I I 11 ,��, . I , , II �, , , ��, . 1, , "' I ,,�, , " � � �_ ,. 41 " !'�--�:�', �,,` I 1�� 4 1 , I ��,W,,,�-,,, ,,, ..� I - '. , ,I I - I , �, -4t, I , * " " r. � �,,., . . t.-,", ,� , ,;,� � � �. V� , r, , I I %, " � .., �� I - �;,� ­'�-*�.,� *�,.e , - , " R �o, , , _. -, " .. � J , , , � -, , - , I "'I � - - j.� "4 , ,�, � %. - �,,!, : -:�� '04 � P , �_ ,P ,jw ,c ,,, ­,,� , , ,, , . _ , ,­ 't � 11 �,� , - I ,t""T, ,�, " " 1. I I, '_,��',T � ", � ;.� �:� T, 1 _..�r 41 " I 1 . Scope of Work ­� '�'­ Ir". � . '_* , I ,'�l I- - "'.-I.- �� Al - "Y � " �i�- ��.�,' �J ,� 1. ,.. . , - ��Ilft 4�'., _1�1 ,�, ��,; �' _% , "'" .1, - t , I I ,I, ,!i * 11 1�1' I , f- , ;'­­;, %,"��i4��%T. _iW!�,,t,Vl �� �', �� �, , , - _ �, " ,*:ir;, I 'r � I 1�; �7, 1, I . N - . � � ,v, , I.t,.%, . I I I _,�, , , - - ", �,� 1 �41 wZ � , "' � " , , ­�� I . 0 ,44p, , ,�t � , _ ,,', . . � , ,�, - , ,,, 1- .* ! I, ­.. 141 " W 111N, The work under this section includes all storm sewers, storm ,' ,, t U, - r V4 11 11 I " � �,�_ R. . - . � "' ,,, - "� "", � 'I" �4, 6".11 �*�,T,-­ � .%,. " ", �'r, , ,, �� �, I I *Z I � I 11 , .."'er"',w, - sewer inlets, and related items, including excavating and '�: ­;, , I " , I 171 r,, , � � �, ,,, , ., - V, ',�,," -1 I I . , , — ,,, -, , � I R11 — 1i 'i'­S_­",:�,­­,� ,;"4 1, � `�' � , , ,,V,, �,,,�,s . , r, ,7! , � N,,7','W, ��v ... � " - ,:- ,. i, , , � — ­14_1��I,-,,1�4;, 'Iti . � 01WO. backfilling, necessary to complete the work shown on the .-,' " ' , " � I � rl::,�"_ �­­ " drawings, , -, , i, - ,1 ­�, 11 - ��: - � V..�, � , - �--'A'! �J I i�z,;,Ai�,�l I, ,I 1%11_�11 � I . , i_ I � , 1110INTI, " Ti""! t �, 1, V '_ , ", 4 , . 41 ;�;, _"',� � , C )�!.�,i�� . . �� �Iw � � ,� 1 '4N4,�� 11'� I:, f,,� ,,�.'i, ,4 ;� -,_,voc; ,; -,� � - I , 4,� � , , llj� . ", , ,., �. ', ., - ­ - e% ,,, :­ i ", �0 �, ; , , "�q, P -y't�-�, 'r ,!, ` r�: ",", 2� Standard specifications of City of Carmel and Indiana .. , ,"� " 't �,�,Y�l �,�,, ,,! �, �%�,�' - "', , I,— �, ! " I " - ,,�,),M, � 7 1.4 *1 � � � , , � � . _"0-144 .''01,Nq 11 *11 � , 1,7 j 4110, - ,4_��!*., ,� , i,4 , ", I � I :*11 ���� 4�,!! , . I 1. .q � � - J�', - " .�, -�",,,',' " Dept. of Highways Standard Specifications shall apply 1Dr %�-,��,?q$- 1;*1 � � ." , '�01* �'101 * � , -. �, 7'� - � "" - . I � ,1�,,t��.,t ,­::� ,, -, , ,� �,r2��t' ,,�- , ;*­ _ _7` . T , -- r!� ,, " , ��,�5,­- ,4 Ni- '�, , I.. I r " , I � . . .. Y771 . 11!0? , K�t !, all work and materials. Pipe shall be installed in 1�,�^ I �, - ­ I 11 I � � Y . I -19 , " � �`- �;--%�R;,, � , � ,,,�" r � , ., a�l .1 I �� %,��, �, "� �, " , 'I *, �,s"' J - , , � � 3,4344� 111 ,,-,, " � I accordance with Section 715. . ,,,� �,,� � i4p�, - , ,� ­­ 4� ­0;,� , , , , I . I 1. .4, � 7, ��', ,� " -,;� - I .1 11 ,,% � -, - - , ­�, ", � �;, ,.': 0- I ii, . , , , �,I. I I S , � 44 ",jf ',� '� - '� �': � � �. � � � :1 I. I 1" , �1,4 ­�4' -11 _,�,­, � I " , , , , '4 '� I ,� � - , � I � � �, k., I , - " I � ,�­�, - ". . � �-"*�,,-��,' ,,;: � � ., N1,­,"'r,�'. :,�, �� � �,, ,; " I � ,0,, �,, '-4.." ,,,� I r.�; I 1E, I flli�, , ""'r,", �V� -, ��,. ­�' I I ". ,f , i 1, _71.1.4 ,��,,, �­ 11 I- I �, 4 � I I �, ,,�,,� -, � *` - _1% �',,.,, 3. All storm sewer pipe shall be reinforced concrete pipe I '"', -, I � 'j" ,, , , 1, .., 1, ,V,, , r I . . "I � �,;. , 1, I I I - , j�,� ��'. 11 ""' -,I- , ,�L ­ � �t'l - I ­,� �,� - 11 ,,, - . " � �� e I - � . i .,,;� , �, . conforming to ASTM Designation C-76 Class 111, unless P" 1, � - -1 -.,�,, � `�, , -tl' ,-� � 0. , I .1 , �� , ,,,*,,, � " 0,1,11-11 ,_ - - r� � -1 � IN:, ,' r, Z, , "L t' 4 ��. I" - ,4 -- _#"X, � --I � , , 11r�., ,i � . � . � I . � � � ,W , ,v " � _�f,f , , . , � "I �,�:�, � .- therwise noted, in accordance with Section 906. Joints ­ �'_`&�"`�, � , - I ,�� � �,��­ - �� 0 , " ;W� I __ -1 �, " .. 'Wr, � � 11 " �,,* 1"tl� � , I *�� ., ­-;�% , *,�* "�_; ,�� ,C�, -�'i',F, ", , t A , ­ ­ , �,- mp� . i , ,� " shall conform to ASTM C-433 latest revision. ­;� I I ,� - ... #. T" ., -'., �,"� ,II, .. Kil, �� ., I . . : � ��, ,T#?, ,. � . .'.7.1 1, � ." , , ) � . ,. - 11, " � - � ", 41� , ., I I �� 1, 'i� ­. �-4 f. � - ."", 4 1 `� 4,1_1 " , F, -�'e',CIWZ, �� , , ­ 1 I . -,,�' 1, ,�,,�,,, '.,'; �­ ' Z4 � � ,�- . lj�­� 111f,,­�, A`-�,, ,,�,��.;e I on plans and � ,;,. , _., ­,�,�"T . '� , ,,, 4. Subdrainage system shall be installed as shown , . " ,� iv"�ii,,,,"":�-.�",�,�',,�,,,,,,, ­� - ." I � "Ii�,,11, , 1­�-1,1` I I J��,­!, � V ,� _4;,;�, ­� , I *; ,,, �11 be of pipes designated in Section 906 of Indiana Dept. of , .."', ­­�'.. 44 %', )_� - � �"_. 1'..� I '� -0. _1',11 .,O�,,, _-4:_-4r- ' , " . - 11ir. 11 , I ­., .., _ .J. ;� _.�'_, , f47 I I , , � . , , ,. $ . R � �', � -4 'i", � li, .'' , . � , __ � I I ' �� � :,,, ,.' , N , ,,, �, k - � 1, 1, ". ­."-, Transportation specifictions as follows: ., 1, I 1� 1, ,� , " , � � - - , '�,#_� � � I 11 ,_ r 1 4- _ _1 , ,. 1. , ,, �',',�,. 7,;j , ', r " I , : - , r' � � I � I , , '', , � " Al�,�� 1_,N-, , --,, �' . � , .� '. ,. � , , k'j__!1f 'I,' -11, 41,,�,, 1, "� . , , , � 1� 11 I I , , I , I �,, %­. " - . _,,A,r,, , _ � I ' �, ' � � �'>'v 4,� 4,1 " �"' " , , " Pipes to be installed for subsurface drainage only shall be , � ' ' `� 1 ... ... _'.`� . . . ", �z�,' -, i 11 �,�-"., ' ­ � �, �, "'k , 0 . J'1­';�`�'�,'­�,� the following: )� , �_� I .., � '' " -111- d � � � ,;;7 ,,,, .1 �� "N ­. , I .. 1, �� _�` 11-v: lrl� I �. , �, I ,�, `Q ,�,,','�, I I I ��; k�, � , " � - . ­ )Ni` 11 , l� _�'il�t�l 71,11,11 1 -� ,� �� �";A"", . *. . ,, Perforated Corrugated drainage pipe in accordance with '1�e � ,�, �,`�,,,41 I .­ � AASHTO M252 or AASHTO M 294. PVC shall hove minimum cell 11�" `: , I I , - ��10�1��".�, 11 ��__,,­ -4. classification Conforming to requirement of 12344-C ASTM , ,,, " I,-,# ,,,,, - I.. , ;t �. ,� ; ­; r _11Z, �-'Z­ k. , � t ... ­ -- -1784. , ­ I t I D , 1� , , � I - 4,*, 4g� 1, � . :�!,�� t , , , , ` , I . . I , , ,,�Vk­ - ,��I%4,�,i,:,��,,,,. 11, "I I 11 I I I 1, t, -�,�! �,,�,, �1� � 111�', ; � ,, T", "'; , ,� . I -, I I I �, I I I � " 4', � —I..'r., I , - � �, Nc�,hi.r,- . Mere pipe is to be used for a collector of other subsurface �'��',�, --o-w -�",- I I I 1 V�41�'�, '1*et� I I 'eJ1r,"­&,e 1_,�,,, . . laterals and/or sump pumps and installed with provisions f or � � � . " I I I ­­ � 'r ' , I ", . P!, cleaning, it may be one of the following: I _ � ,��,'�� ,',-�,`� �,Ipi-e , ",',,�, - . I � . I " ;4�,'j"",,�, 4 1 : . ,� ,�,'�,� �., ��', I "I �! ­� , 'ZI I I . f'u Ir 1�q� _ . 11 ". I , � , _ I I 1. 11 44. �4 � , ;4 . . . - "., , 1�,,A�WA, -1 I., A. ABS Composite in accordance with ASTM D-2680. ' .. %". - "II, ,�w -mq ,� .1 , xT, � I I I , I -, " '11'.4 qL, . " L �� - - 47-!!F`�,;7, . � , 5 B. PVC in accordance with ASTM D-3034 SDR -35. "',"', �,,�o,r,-4'41 3r, �� . ,. " . ,� .,.,..� , r � � I 1, I � C� PVC Corrugated with smooth interior in accordance with ,�- -,, ,�',' .�,­�, , , 1, I I I � , " I � - I I ��,, �,. .k. 1", " 11 ,�.,., " ,� , �,,�� , � �� 'j." '' �_,w I � IQ . I � ". ,-, � , "�- "K-- ;,� , ,�,. ", I I ASTM F949. ,,,,I�,,i,,,,�_ "," ,., - - , ,7 ,J.­"'� .. , " ,9, I , �� , I I -1 �­ I e:..q I'll I I I .1, , I , 7' �-7- - � I I , , ,�,� . I � ��, �:_ V. , �� 1. ,", X I I , , I .. � ., 11 ­ . � � 5. Backfill around all structures and cuts under paved areas , , ,� �. I. ",� .. lor material , `� � , . I and within 5 feet of pavement edges with granu ,-_,��,, � . �,, V; - " , - . I . I in accordance with Section 211. .4;r�,* ,'_.�."!'�,',-,�','�, '.,&,,�,,,�,­� _"',�,­ �', � ., , ; . - ,,;, 11, , �,� " ,; � - .',� . � . ��,+, I ,,, y, , i,'�­�,-Z�`, I ,,-,�_�­ - � " .,,% ." � , '��:' �,,� - . . . I Select Granular Fill - Well graded sand and gravel or 44`7 I " � I -,, I , "' , . I crushed stone that has a uniformity coefficient (ASTM , �;, -- " - I . . D-2487) of aggrregates and contains less than 5 percent (by ��-­-, 1"; .S�j . I . , . . weight) fines passing a No. 200 Sieve size. Onsite _��", � . - i 'il, L I 1, I , " . excavated granular materials may be utilized if approved by lnt�',',' ' �.i � .", �� I ,.�;._�', �� . ; 7- : I .1 - - _.,� I the Soils Engineer. , ­.- , , ," A_ ". , ,� � '_,t 4, I, . I ��,;' ,�, -,,,,,,, 1 1 " , f,- ­ � ,,,,, . " - , 1� � __.. _�,­­_,:, ­ ��t � -�, L��` �, I 11 I , ,, -� � . 6. See standard detail sheet for construction dimensions of i? , , I�� � � I - ", - 411" , , , 'Ar '*�, _ � - �� �,,� - � V "o . _,J,4 ,� " storm structures. Manholes, inlets and catch basins shall ".Z. , . N��' - "N . �, � I - � "N' �­, . 1@Z - ,I be in accordance with Section 720. Precast co . � St" ncrete and '� , , " �A � , x !1, I � ", ,,, I 11" r" I ��P­ steel for manholes and inlets shall be in accordance with ,� " C�., I �, I . , ,, ASTM C-478, latest revision. Steps shall be ductile ir on or 4��-,�Iiy , .. , k,:, 1% � I . , _� ,. j,,r% 11 I I � . 1�,e ,� aluminum integrally cost into catch basin sidewalls. � �� ., -, , , , !,� .� ly::4tv� 11 , �L� �, , 1;`,,f�4 , I 11 I I I � , - �, 11� � 1 _;��'­4 . -1 . __. - i � � � - - '�­;4x, , , , 71 11 , - � , , ,�e,;,., " ,, ,, ,�,,*',` ��, ,� 4 1 1, I ­ , . . ,'__ , : � '. � � I , , 1, � 44 7. 6e,7 7. The Contractor shall provide a minimum of 1 at cover over '�-,�;�,, �,�`;'- ' , , , " �,�,� all storm sewers. X_1,1,�­; , , I , I r'� ,,, , I , ', '_ ���::,�o ,� ­ � , I'll, - 111. I I - k�.�, ,I,_ _ � � I I - � * 41�� -4,J -, �,-.�:� I � ,�, �,�., :,�'A�* - , , _, - �,,I - 8. Rip rap shall be a minimum 6" and a Maximum of 17" in size ,, and a minimum 18" in depth. Dimensions for rip rap on this , � plan are for estimating purposes only. Actual best , I placement of rip rap shall be determined by field conditions and shall be in accordance with Section 616, 111 ��_ I'll - 1. 9. All drainage pipe and ditch outfolls to receiving streams ... I shall be constructed in accordance with drawings, subject ,,q ��� 11 11 I however, to any modification required by Engineer at the I � .:1 I � .:1 * , I ; time installation is completed and to any adjustments needed 4,:� "" I - , I. , .. I � r " . - , 11. . . for field conditions not adequately anticipated by the ":Z�n,i,,, ,,1�­� , , . . . . I design drawings. , 4;1.1� 11� �_�Il *� � �, . I , "'.. I,. - " �i," I ` , , , . � , , I�, 4�41 -t-1 ,,,,- . - , . " " - . � :, � , � �0 I % �,4. I ', 1; I*Vli�:11�1�, w, , ,,, I , �*�� "A , I - . I I I 1 '. �� �P, � 11 , , 9, "", o - ,,n , - 10. Castings shall be as shown on detail sheet for manufacturer, 'V� - �., , .� I., �-,U-w 1 - I - ��: ,,*VrV1AfK � � -1 1-,T�� _ . . � _i 11 . . . . . a l castings shall be Neenah or Lost �,zoi,��_fwl - - I � A. 4�� .1 , i, " � " ,, �1. Jordan approved equal. Castings shall be groy iron meeting ?,F,ill � ... � I I "I 41 -, 1. -- :�� , W _,,�,- ,,,,,, k "�t�.- , . . I ASTM A-48, latest revision. ,,,10�` ­­,`,��­,­� ,,",� ' ." � - � ­ , . � i � ., �­ , " . .. . "' , ,� 7 iti, . . . I , IM -1 I . ,'_, __ V -Vv - , ; "of , 's . ,.e "*i" 11 .. . . 1. 11� Install gaskets in accordance with manufacturer's , ,�, 1.11 "I ,.� � 11 I I , . - , .1 recommendations for use of lubricants, cements and other �* ,1 �� I I li��-,$ �Z � , I - . � special installation requirements. ,,,,... .,. - _,; ,_A,� " 'r, ,,,,,,,,�-,, , " , , ,. � I ', 1.�,�� _1W - _� . - - I , . 11 "A -J " 4141111 -�8�, -'�41. V , 7 � . , " , . . . I , 1,11 . 1�' 12. Place plugs in ends of incomplete piping at end of work day I 114 - . . 11� " or whenever work stops, and at stubs for future development. .:�; " . � , � . _� ,�" , I '� ,I - . . 13. Carry depth of trenches for piping to establish indicated ,`,'�O-� �� . . ., I -11N - - . flow lines and invert elevations. Notch under pipe bells ,V� . �� I I , - . �,-�­"' �e v�, where applicable to provide solid bearing for entire body a. : ,:, "'41t,''w", I � , - - - I �1�1 pipe. , , " , I , ,. ­ . 1� A� -, 1 vw,�- ,�� " �,­ 1, 1. I . . I ,� 'N"'i t.­�"� � -.k- , , ?_$ . " I .1 _�r"J,:, 4­�.,­­9`�_,tj, *14t'7� I � I I � 1, I �," . � I .11 14. Trenching: Lay all pipe in open trenches, except when the , " '�', ,�� � A �, I I .. . local authority gives written permission for tunneling. �2 14 �i. . 11 , . � "I - .. . .1 . I Open the trench sufficiently ahead of pipe-loying to reveal '11 I.. - I I . . "I any obstructions. The width of the trench shall be the , L _� I .. 1� I . " I . .., 1, , outside pipe diameter plus 6 inches each side for 12 inches I �. I � I'll � , , , . . I I above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to .1 . . . . . I . I comply with Occupational Safety and Health Administration , 11 . Standards. Keep trenches free from water while constructio I .t II . �' , . ..) 11 is in progress. Under no circumstances lay pipe or I... . . . I, I appurtenances in standing water. Conduct the discharge from I . I ,�� � I trench dewatering to drains or notrual drainage channels. 11 I .. . I - - I I 4 1 15. Bockfilling: For a depth of at least 12 inches above the I . � "I'll, I'll . . . . I I'll , top of the pipe, backfill with earth or granular material 11 I 11� , F . . �1, �,_ free from large stones, rock fragments, roots or sod. Tamp � - . I . . .. 111�,;, I " � � this backfill thoroughly, taking care not to disturb the � . , 1 . � - pipe. For the remaining trench depth, backfill with earth I .. . . or granular motaerial containing Stones or rocks not larger I . .. than 4 inches. Backfill under wolks, parking areas, , I . "I . �� ­ 11 - driveways and streets shall be granular material only - I I I I I . I I,,, thoroughly compacted, by approved methods. Trenches � ..... I'll , . . . , "I , parallel to and within 5 feet of paved roadways shall be . " . I 1, . . , constructed the some. .� .1 , " � , r I .. I I., ; I., J 1 11W.14 els of I . . ,r4 � 16. Manhole Inverts: Construct manhole flow chann . . . . �, concrete, sewer pipe or brick, smoothly finished and of I'll, I'll ; I � _ 11 I . 11 . . -Fl, semi -circular section conforming to the inside diameter of , mw� C-) �, - 11- C.) wers. Make changes in size or grade I �� 11 . . __ ;, ,; 0- ' I, �� I . t (/') gradually and changes in direction by true curves. Provide . , 1, I I 11 I I cr�� such channels for all connecting sewers at each manhole. ', _!1*4 I 11" " .. . , -* . . . L�i W, . , I . . . I , . � ___j . I . I �, � LT- 17. Shop drawings of oil drainage structures shall be submitted , �1�, I . -1 . 1 1'4,­.,� , -,��-, , to the Engineer per Section 01340. 1 11 , .. 1. 1� I 111*11 ­p,,k,. , - " I . , !, _11 ,:D ­� '7.'� _1_1'%�v I . - .1 11 ,r, - 1 i �g I � I . � W,,t%-, I , 0 ,,,, , �. . �, . I ��_ 1�w ,� -1, 18. All Pipes on sleep slopes( over 20% ) shall hove concrete anchor �z,y , ,�J-, " , , ,; �: � I . , �4 , ,;- , ,, , I "I . , , �� 1's.1'%,.W�.'_,'i,,i,,,., I % .. " S,� L�j . -� , r ", ��., ,,, �, . ximately 1/3 cu. yd. at maximum 40 foot intervals. 1 ,"40', 11� , , . appro , , - 11, " ,., :�; , I.. . �' - 1 :2 �111 .W I � "I � A�4.1 � ,r , .. � �= 1, I � , 11, 4 4 �,,', 11-1 ­�y� - �, . I � I - e— _0 -7 .�, � " 4 " ,A 1� 11 , 'Ift"411116PINT, 1_­"��_�­WTIII­ - '�; X-',­�',�, , ­ , : � IN " , . , I . " � I ,.. I,— � , �w , . . . 4 411� 1 e C__ ONAW"UM11"14 ; �,,q - ,`�', ,,, '� I I .. "I I I C� '00 - *1 ­ �4,.:,;�,�,*�"'�., , , ,��; V W r - .", ) �,,,#, " � ,� I �.,� ,, ,� , � :Scp�" '0� 5""", 1. I . . 1". I ... , -Ahickwim . . 7 , - � , � 11 w- I �*,- � ,\,�, ,---, - * -,, " I ­ , , - , _� I . , -Wmm � �;,',, . .� �11 9� , L-� _ _ __ , *;:. ,.�4',J . . � , , JG 61 k Ri� " 0:v, I "' . IV. � ,, "'�'� k�, ,0,4��,!t, 7 , - - " 11 � . � , .0 , t , � . �:,_ % vilil 1, ��::���, t:�,:, 4� 14 � �, 11, � . , I � , t - I , , , �, * �­: - � - . . ,�W,�� - Li 0- ' 1 No. I * I I _, ., � I I .11,; " , . I * ' 20491 ,' 11 ,,11-� .< 1L a li . r= V's- % % SIAIL Ul' If I I 1� � � . . . . 1 I I "L - Ab . I .. . . -, ^, _% / ,- Z�l Sq . C - I ­­­�_ NR�I .. ER IlE , (J".0. A., . . X� 1. I . !�'A r �� I , . .. � NA1_ ,\%\-- . 7" . """ ,IOM111111100% . 14 ,_ ,� I - . '�, - I � 11 49o%__ ,401?7_74?��, I I , . . " ", I . - 10-1.1-90 DATE 1 __ . � 1 � . I � WW' OW SECW71M_3O2T4O _- W§AN17ARY SEWERS - Clay'Regionol Waste District " 1 . Scope of Work The work under this section includes all sanitary sewers, I manholes, castings, cleonouts, testing, permits, � - � governmental inspections and approvals, fees, surveying � , layout, and related items, including excavation, backfill, I 1. granular fill, and dewatering necessary to complete the work 11 . I shown on the drawings. � ' �' r, , ," 2. This is an outline specification. In case of conflict, the � ,.. � standard specifications of the Cloy Regional Waste District I �, Standards for design and construction of sanitary sewer I I � � shall govern for all installation and materials. ,.,I,- ___ � - !: 3. Sanitary sewer pipe shall be PVC in accordance with ASTM 4V! e � � . I I I D-3034 (S.D.R. 35) and ASTM 2321. � - I I . �� 4. PVC shall be graved bell and gasket. - 5. All sanitary manholes shall be 'precost concrete" manholes I in accordance with ASTM C-478 and Section 720. The bedding I , beneath sewer manholes shall be a minimum of 6 inches of #8 , 1 � stone beneath the manhole base. Inside joint of manholes shall be grouted with non -shrink, non-metollic grout. , , , "" ­_ I � � *W*. t Of new manhole ring and cover shall be as specified 1, on the standard detail sheet of these plans. Bismatic 11 � � coating shall be applied around each manhole joint from 6 inches above to 6 inches below each joint. I - �­ '� . The costing elevations ore set by plan. However, the � I castings are to be adjusted in the field by the Engineer's - representative should a discrepancy occur between plan grade � - and existing grade. Castings should be set 3 inches above � -w- , , , , grade in unpaved areas and graded for positive drainage away � I from manhole. Manhole castings shall be stomped 'Sanitary I Sewer" (Neenah casting R-1642 or equal) and have � self-sealing cover. ; � 11 8. No construction of sanitary sewers will be allowed to 9 ; commence until a valid construction permit per 327 I.A.C. 7 � Article 3 from the Indiana Dept. of Environmental Management � I I is obtained, I 1 9. Backfill around all structures and all cuts under paved I 11 areas with granular material. Trenches opening within 5 � feet of paved roadways shall be backfilled with granular 11 X" material in accordance with Section 211. 9 _-Vi- ­� - . � � ,-I rc ,§g%, ; r �'N 1'�` �� I 10. The Corilractor shall be responsible for verifying that all I State, City and County permits have been obtained by 00�k developer prior to start of construction. "'. - . 11. The Contractor shall be required to furnish the Engineer with a set of prints, marked in red pencil, showing actual 04 sewer location and invert, to include lateral location, depth and length. Such 'as -built" prints must be received I by the Engineer before the final contract payment can be 114'. authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above said termination point. � � . All son"tory sewer lines upon completion will be required to pass a low pressure air test and infiltration test, unless I otherwise directed by the Engineer. Said test shall be I . conducted according to NCPI Standard Method, and shall be . witnessed by a Professional Engineer and Cloy Waste District for certification. Forty-eight (48) hour notice shall be I given to the Engineer and Cloy Waste District prior to any � testing. Infiltration under test shall not exceed 200 1 gallons per inch of inside diameter of sewer pipe per mile � of sewer in 24 hours and inclusive of all appurtenances within the section being tested such as manholes, house connections, etc. , � . Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5%. DeflectiDn tests shall be observed by a Professional - Engineer and a representative from the Cloy Waste District. 1 14. All sewer laterals shall be bedded the some as the main line sewer. 15. The ends of laterals are to be plugged tight with plastic � disc or cap capable of withstanding a low pressure air test without leakage. � I . 16. Bedding of sanitary sewers shall be as shown on the detail I I , , , , , , , sheet. 11 , � �, I I , ,. 1 17. Water and sewer lines crossings and separations shall be in ­ 1 I accordance with Ten State Standards and local codes. , , I A. Where water lines and sewer lines cross and the water line cannot be placed a minimum of 18 in(;hes above the sewer line, with a minimum cover of 48 inches, the sewer I lines shall be constructed of waterworks grade cost iron pipe with mechanical joints. B. Where water lines and sanitary sewer lines run parallel � � with one another, a minimum of 10 feet horizontal separation shall be maintained. I . 18. Trench shall be opened sufficiently ahead of pipe laying to I , reveal obstructions, and shall be properly protected and/or barricaded when left unattended. Lay all pipe in open L trenches, except when the local authority gives written I'll, I permission for tunneling. The width of the trench shall be I 1 1/4 times the outside diameter plus 12". Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the dischcrge from trench dewotering to drains or notrual drainage channels. �- . . � . � . I I , � i - � : REMSIONS . I I , . � I... � ,,, � - _ ­ -.1--, ___--',V��7,"'T� " , - " I � ­ - I .1 �, .. I I-, _,��_ ,,�,­".-, �,, 4,�,'-�"T,r,,TS, " " ,��_ I I � ;�� ,��'� . , ��I , � �411111111_01111111111111&11111k� , , A ... . � ,�, , 11� I I __ , I ­­ 7 1, , , ,,, �� ­� I , �, _;11 - ,.,, �,,7.' , � �,� -� �, � , " I'll `-,,� ­ 11, " , , �e, �. f =M-1111110111111 - , , . I % � , . ,; . , , , , �,, , ,,,, - mt%, - - , , , - . . I . I I ,� . ,�, � 4 �, , " I 1� , : , � ­� " %,w I " I �; I I , , �,�!, I �� I - I �.- 1, � - 11 11., 1� �, � , I I , I " :, , : ��� � , : ,, , �­ - V I , :, I 11 _ , , " , eq, , , , � � �� " " . � :, : �,. �, , 1, 41� , , � ., � , �,� ,I ,�, , _�_ � - , - . .1 � . . . - 11 ,_ ��'O �1� � I I . I I I , � I I � � � - I smw� i . I . �­­­_- .- - I . I- I 1. I I I 11 � I I I "I I - lw� I - �, " _ . . I � , - 7 "O . r� .�r � , 19. Forty-eight (48) hour notice shall be given to the Cloy �� � -;,, - �,Wl , , , I �,;,1, " , - Waste District prior to the start of sewer construction. - I .F,-�' Also, 48 hour notice shall be given prior to any testin " � 'it �1! , , 9 , ­ I - -1 , I I'll, ,*Fjl Z� I , Aam I � '�4, 11%M � , . O�,,, � , -, - ... I've ," , �_*,'�,k_;��;"%_: , , , � _ ­� , 1,�,_ � ­ I J_ - __ . 11 4 0, ov, 1, �-,. 14 ' ' , 4 f�4, ,.; I , ' ­ " 'I" t'V'�"*Y ... �Sg�!�F:��%01_ ,4. Y , I ,,� ` 1i , I - , I .1 i � " , , . -l", - 'I'm., - 1 . . . . . . . . . I I I'll I � . 11"PAncon2eclions t"'4o existing manholes shall be core drille47, 1�, :I � I 1 21 All pipe openings in manholes, including laterals, shall be � .... .. � ,4. - fitted with rubber rings or gaskets. Manhole sections shall ,1 .- .0 - have "O" rings, which shall meet ASTM C-433. Manhol. , ,., , k,",_ I J ,,A �,00 ." waterstops shall be installed at all connections to *;, i_ - "' manholes, where flexible -type manhole connections are not '*',;, �� I I ­IW� , used. r 1� ' 14 _`V � .41" ", !r*1T I !kL1 . 11K 0011 I A � I " - ' i OF RK , � -, i�, ��!;i��,,'r" lo-.Y,,�� .�Vto�i,,pf- �,,, " ', � 1. ­ :iP,V, 22. The contractor will be required to provide as -built drawings 1�cl 7 I - i S_ . to the accepting agency to certify the elevation and slope �,��- �X.F, " 11 � � of sanitary sewers. Sewers installed at a grade less �. ��, ", "' " "I required by Ten State Standards will not be accepted and ��),! I � will be the contractor's responsibility to install properly. �, .1 Contractor shall provide for periodic as -built checks on � sewer elevation during construction to assure that ,the I '�111 �� I I ­ I—- . , , design grade is being maintained. ,-,,,,I, I ',-, .."I'll . 11 ,� _�� 11 - "I'll , , � - W . "I ' ' 23. The minimum thickness for concrete encasement shall be 6 ' *.1 , , , , , I I I I r, -1 ... ,-,- I'll � � "I I I 1 24. The flow channels through manholes shall be U-shaped with I the benchwolls extending to the crown of ,the incoming and - � - " , �-,4j, 1-11 I ,­ - .. 1, M, � I - outgoing pipes. i~.07111 I . 25. All sanitary sewer pipe crossing bodies of water must be ductile iron pipe with mechanical joints. In addition, where there is less than 4 feet from the crown of the pipe to the stream bed, the pipe must be encased in concrete to limits shown on the plans and details. A, . , I-, I .1 "I ' �� 26. No water shall be permitted to flow into the sanitary sei. - I system. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet.,10 � . I ... I I I � I 27 Storm Water Connections: No roof drains, footi g drains and/or surface water drains may be connected to the sanitary ' sewer systems, including temporary connections during � construction. �_ , , - 28. No building lateral connections shall be permitted until the ' sanitary sewer has been tested, inspected and accepted b the governing agency. Failure to comply may require additional testing, cleaning and televising of sewer lines - to obtain acceptance. 11111 ,__,­__­_;,_Im_ �-�,,,,.z, ,F i - SECTION 02910 - SOIL EROSION CONTROL SEQUENCE 1 t - � . ,'7 I � _ � � 11 1. , tl� I I 11 I � ,,,, I - "I � The following is a list in sequence of construction activities to � , I I , , , control soil erosion: i�, : 1. Contractor shall install sediment traps and straw bale ,' . . ��, ;; .. "I, filters, as port of initial phase of any work to insure , . , 4 " "�, ', T �,;141�1�� maximum silt retention on-site. �-O ­ I -1 - I . .. I 1� ­ t, � I � 1-11 I -1,�, . 2. Moss grade the site (sides of swales, mounds and ponds to be" ,,A�, 11 ;X, 11 ., seeded and mulched immediately upon completion). Temporary "I � 1�e I seeding shall be required for all swales and disturbed areas I , � , " �, I , ". -" ;, , �­`*,­- , �� that cannot be final seeded within a time period that will , '' � � I'll, , I ,., I'll, -I ,,,.r:_,,,,,. ` � prevent slope erosion. For temporary seeding, the � I , r. - f- -11 11 I - ` I contractor shall utilize a fast growing seed of either oats, ,,, ", ��, ,,'_�, - , , _, I I , 1, I " I "" annual ryegrass, wheat or rye depending on time of year. ,��t � �, _ I ,,�, .,� W�,� . -, I ,� � , I " Disturbed areas shall be kept to a minimum ot all tiMes.,' , -1 ,� , V I' �, 11,1­� .,;,- �1'1�i'l �11_11 I ., P " , �, - , i, ,�;, Ar4, , 0 , "M i ' �� ,�,,,,,,�,��,, "O" 04^"� , , , -� , 1, "': 7" � I � .7, �"",, �' "Itonittor 'streets 11 , , � -11, � I ­ . I , , - -_ , 3 shall control m'ud 'accumulation on oil ;Y � " ` ` � I "', 7��, , surrounding project by installing stone surface at all ,, 1-7, �P, t, _; locations where construction traffic leaves the site. Dust �,;a 14"", " 11-11 a inimum by utilizing sprinkling, Calciuml! -1. �i%;, , 7��,�, - _- I Chloride, vegetative cover, spray on adhesives or other ,, �,'Z` 4111�,�p It �,I " �, ��I�-, , L,," ,1 approved methods. �i ' m "', � , , I ,� 11�1 �,�', I ". , " , Z� ,4, 11 kv� i R11 W'11�z- ,:'i, . � , � o 11 4. Maintain all filters and traps during constructio I Additional �� prevent any blockages from accumulated sediment. � I il ,� ,�Y,IRI seeding and straw bales may be required during construction -, " T,�V�,,�-,,r � � as specified by Engineer or Soil Conservation Service. Rip ` 1p, . �'4�.`J:4:,� � I I I,, �-�*i, -, , I rap shall be placed in areas of high velocity stream flow - -, I I , 11,0,� Z I P, (minimum size 1/3 cu. ft.). Payment for additional rip rap �� - - � ��,? i ��,* � ., (not shown on plans) and seeding shall be paid for on a unit �` �1 ­: I , ,,, r " "N" . . - �17ill 10, 4 ,!�7,­-7;� �, basis, I � ,. 1 1 �,1^1_1. , , %14. V_ ' ' , , V ,. , " : , X, ' - I 5. Contractor shall install all sanitary sewers, storm sewers, ,Vlw,�.­ �, '��'�.� ,fr- -Y", " subsurface drains, and water mains. Silt barriers shall b e 1� I installed at all storm inlets (including street inlets), and ,.1 �W, 11;� all drainage swales at 100 ft. intervals. I`- ;,, � � � � , V� 6. All proposed street areas shall be paved as soon as possible n�, * , I after subgrode is prepared. � �� - ,� . ­ I - I I - � � 7. All disturbed areas shall be seeded and mulched as ) t'IV specified. . ­ 1. ,.',',;� I I I ,�I. 7,.- . ­�­ I .1 � I I . -410N 1 - I ­ T -M � I ,1� , - ­ ­­­ I 4 8. Contractor shall maintain all temporary er0511111111 I - measures throughout the construction phase of this project I , I I , , �� and remove all temporary erosion and sediment controls only I 1,,'-,,- when there is a sufficient growth of ground cover to prevent I erosion. I . I �111� ".4 , , 1_`� , ,", I �, �--,,,��' 71,,,� , , . , - � -, I I " " " Z,�!,,,� , � 1111` �', I � � 1 I .=U ­,1R �� , I , _� ,�,, � -1 � , 11 , B. August 15 to November 15; 2 bushels/acre Rye (grain) or A - 11 I I lw� , , , ; 11 4� , , — I � , 11 -4 110 — , I - I I � I ­ � - 11 -11-', I 1-1 -I.- 1, ­ -, �� SECTION 02912 - EROSION CONTROL BLANKET IRW 1, - : I I Erosion control blanket shall be a machine- produced mat of 100% � . : agricultural straw. I I The blanket shall be of consistent thickness with the straw � I evenly distributed over the entire area of the mat, The blanket the top side with polypropylene netting �, having an approximate 5/8" x 5/8" mesh, and on the bottom with 0 � I polypropylene, netting with an approximate 1/4" x 1/4" mesh. The ; �, blanket shall be sewn together with cotton thread. � � Straw erosion control blanket (or low velocity channel lining) ' ,, shall be S70 as manufactured by North American Green, or , equivalent. Erosion control blanket or channel lining shall have �� the following properties , I �, I - I''. , , " N- ,I �ii " 1". , ­ � , , . , ,! - -1, 1, .1 �*,� , 44 �, I* I � -, _ ��4 ��I? Material Content: I - �k ': W,� , '�64�'� �,, I I �11,, - , � " ,,, -, � � " .-I, , I ,, �.� ,%,V'Vj� Straw , 100% (.5 lb/sq. yd.) (.27 kg/m2) r,, - -11 , , �, , 111� A 4 �� ,4,� , , _ �r,4` ..� 4t',4"­'� �, _ . � "" � " f . Y, ��Z, Netting �� I, One side lightweight photodegroclable .4 I-', 1- ,4 r ,; , , I �7" ,,, � -:�,*,��,N,$,,:,,�,7��,'.. , ,_�-�,.-_��'% ��A_, (1 lb/1000 sq, ft. approx. wt.) :4 , , " " �, � I; �,,��,,vv��,�,�""�, � 0 ,.W- " 1:111.;11. - , , " � , ,7 ., ,�i W� "A"'., . � , ,,44 11., , Z, W, , ,_ .1. - - . , 1. . " " A!"I.V � . �,_� � I - � -�f-',��*, -- - - , - - I - lur I One side heavyweight photodegrodable � � ""Ill - -�,. , � , - . _ 11 I-, ,�� I 'r - X ,�i ��, �r , "i �, 1� � ,�, 1' � � '.. ,,, � ' (3 IbI1000 sq. ft. approx. wt.) � , ", %��14 , , , - , ,, , I 'T ". .""'T 10 1; � ,i I. ,,, I 4" , ON I,, 1, ' - ,,'�"?�,,,;I`f,7`�,� Thread - , Cotton � I I , , I - ��',�7 �, , I I I ". �".V, I qs'. - 1�11`1 I Specifications (Roll): � � i .'� ,,'.� I - - - �� 22, I . I I PAT-, 46, , Width 1� "', , 6.5 foot a '�, �' ;�� � 61", � . � - -:-T., 4� i, , , � W;w 1 , ' ' �'.A.'Zo"VT ��', Length � 83.5 foot (25.4m) , , . �,t� ,�' � . ".� T , �, , , I V I4. �; � 1. `I�A �, 4� 1 , I 4 "I A�­ji .�­ Al ­` �� ` ."­ ­ Weight g". 30 lbs + 10% (13.6 kig q��.%I, � �,'�'. ,�" . � , _m- ) " I , 5, . ,4 �1�,�,Ie', Area '� 2 60 sq. yds. (50m2) , I ", 11 i I � (I ,� , , I 1`,' � I � I t ` " �0!1 ,.'. I I I Site Preparation ,1 I � , ! i� 05�" �01- Smooth grade and compact all areas to be covered with mat. , � ,� . Kemove all rocks, dirt clods, gross clumps, trash, and other ,�*,- , ,�,pbstructions that will lift mot from ground surface. 0� 44VO __ 'A� 1 .4 , , 1 _4 1 _1P n�� , . 10, � - bo", i N%w - - ** tl * Y1- 1, � -1 I I ,r , - ­ � Anchor Trenches I , i'4­ �4_4.*, The mat must be anchored at the upstream and downstream ends of �� � �`:�,N the protected area and intermittently in between. , ` � ,Y� Excavate end trenches to a minimum of 12" deep and 6" wide _ �, , � T ­,'l . ,,t "� before placing mat. ,-��;, rpik'Na- Uig intermittent check slots 6" deep by 6" wide transverse to "It, ..... . ' -, , J�,, mat at approximately 25' intervals. N"A, " V` , � 1, � I 1,, Seeding r � �-, - Seed and fertilizer shall be spread before mat installation, il _ S ed type, fertilizer type, and rate of application shall M, � e k � ,z f�� to I mply with seeding specificotions. f I I I ­ _� _ �021 I I , . �, , '. ;5, , � �� _ . . . , ,;,S,1�, . 1111� , ; ��,�111 r I � - " _ , I I � 1,i - " � . ot Plalwv_ � J � � I , , _ I �at cemen I, � I _;tM � - � , I'm -1 -1 , - I " '. ,� 4�, I. � , 11� �� , , , W, - , . Unroll mat flat side against the ground. Unroll mat in , L 11 direction parallel with direction of water flow. - Mat should lay flat. DO NOT PULL MAT 7,WT over ground. ,L� Pulling tout may cause mat to bridge depressions in the surface 1� and allow erosion underneath. �' - Beginning at up or downstream end bury transverse terminal end 011of at to secure and prevent erosion flow underneath. Fold and secure mat snugly into all transverse check slots. ,Backfill and compact trenches and check slots after staking the mot in bottom of trench ... see "Ground Fastening." ­ �, - Bury final terminal end as prescribed above I R.'ot Overlap roll ends by 3' (min.) with upslope mat on top to '0. prevent uplift of mot end by water flow. � , Overlap adjacent edges of mat by 3" (min.) and stake. -see , , 1, _�,: "Ground Fastening." I Ground Fastening NIT'1100wvll 0044 - . Metal pins or wood stokes are recommended for anchoring mat to I � the ground surface. Metal pins should be 3/16" diameter steel I with 1-1/2" diameter steel washer secured at head of pin. Wood I I stakes should be 1%3" nominal stock cut in a trionculor shape. -� Stakes should be 9" to 18" long depending on soil density. I ., Longer anchors are required for loose soils. I . � , Note that ground fasteners different from those mentioned here I may function adequately. Core must be token to assure that I � fasteners hold mat securely at the surface and have sufficient I � ground penetration to resist pullout. . � , I - Stoke mot to ground on 3 to 5 foot centers. Add extra stakes ; 1, at depressions in ground surface where mot bridges over to I assure ground conformity, j - Drive wood stokes to within 3" of ground surface. Do not drive flush to surface. Steel or plastic pins should be driven flush to surface. I- In all transverse terminal trenches and check slots, stake each I, , mot at its center and at overlapped edges before backfilling 1�1 - and compacting. J� Stake overlaps longitudinally at 3' intervals. Z3 I . _ ,­!jj� 1,�.,fi I I j - �� 11 � ; � �­',�,� � � "I" - , ­ . , -, � , ­_�14 " , 4 ."'. ,; '_1 " K I.. . 1_�, , " , - . I I � . , I I , , , I . . ��, ;; .. "I, � , ,; " " - A temporary seeding mixture shall be used in the orEos where -X11 " — �-,,, .1 '' "41', _1� - �� -, � I " �,'T' , " , I � 4, "A�', � M , �;il 1-1;,. I - . 7� I 1�, 4,6 11 1 1 . � 11 �' I 1 11 ,,�! " I , I 'i �� , I -� , I : " 11 I , , '' ''i., � " �', I - I .�:,� � . � , I � , � I '01.�, -, 11. ,�, �_ . � I . � 11 , � "I I , , , - I � I . - 1, I I � . �' � 11 ", � � 4 , . � . � �4.,�t � t� � , , iNk, � � I , IZI! '. � i��t� �,4 � I , I . �, �_, 11 - I W��,,,, A A-17 � I "' �;A� , , - . IL, � � - . , � ,,, I 11 I � I " ,I I �� ` I, 1k , 11 I � ­'I Sodding: Locally grown Bluegrass blend uniform in color, I I" J 1 type, density, and thickness. " ;'*, I 11 ­�i I , — - � , " AN& 1-11 ,11 . � ''-:, ,��o 4": , I R­­,�U_ qn-_-g —W - __ ,,,,,, , - L L" - C 9 m-' a, � I . ING 0 CIVIL ENGINEERING ', 'r�. " "I I " ­` lj�'r Z;4e ",1;� : — i I SCALE: _,O� i DATE: i '"' CLIE N T: Iii*�� ' I I �p � � _,,� � 14 J I.* riff � v--,,- ,,,,�;, " A. Swales/Slopes: Blended mixture of seed shall be opplie, 1 7'w?,�'!',,I'��` ", 0 LAND SURVPflNG t, �r " ,L�r,..­ , , � � I , - 51w,7", ,f RN, I�V I ��,,�C, - NONE ! 12-17-90 I ,..V,, �V,_ 7172 GRAHAM ROAD 'eV, I "�,­114— -1", INDIANAPOLIS, INDIANA 46250 � I 11 � I . 0 ARCHITECTURE �� � NNING TECH. CHK: I 4G � DRIFTING, CHK - --- - -_ _41 -_ -_ ____0 �DRAWNG TITLE: E 1� STANDARD SPECIFICATIONS � �"A'Xu", � � � - - ,�!'�11 - r__�` (317) 842-6777 - .1 - 1,_11L-. __ 1. 0 _LANDPLA _' - i--.-. 7;1� - _______ ___ _______ 11 j:�� 11, 14� t �� 1-�.� I.; I ,-_,;1,. ,�g,, -*-,� �1,­ , 11, -, " T, 1�,-, `!, I "�� ,, , � �411' I ,� t+t �IX,�,�­,�­�7` "': i W7777ZF r . 11 ,_ 1 ,,, 11 , � 4 ­, 4? - 11 - 11 _� I � 1, 1 , 1 -r'-=�­,r , i. . . , I � ..... 'I,' ,.',',;� I I I ,�I. 7,.- . ­�­ �� - , ;7� F 7 �', ". " - VIM , F� , �: , � , I I � I I , "71, I- F , . I , , ­ 1 ,7 'i 4"', .. . I I - �w I -1 Z k I 10 ,- i, . * ,i I r I - , � I 11 '. �. "" FF�7�11,�"`;, � ,� �, 7, '14' � .��", �-�, �� , � I I ��"'-� .__ �'�"�r�""'. - " 11 : _ , ��' .1 I §'� J,� " I , A � � I ,� � 11� L , ,-- 5; I - !", 71 �yr��Q ". - M_ I � N, - ,4, 'Wz, , � , I , �, __ - - 'A ��.2 , "", � , ,11 a -, _'l 4,� - -,��� - ­­, � � -,� 'AgL � M , , I I , , �� - I 11 I � , 17�t' 11 � I I I � I 1 1 - I �� I I I , ,,, , �,�, I , , , _& I.. -_ I . I � I ,Z"`� ! I 1, �1��'Oii� Z � I a,,, ,� . - ­ , � --U , 1_`� , ,", I �, �--,,,��' 71,,,� , , . , - � -, I I " " " Z,�!,,,� , � 1111` �', I � � 1 I .=U ­,1R �� , I , _� ,�,, � -1 � , SECTION 02930 - SEEDING . - I . � I . - I I , ,_ I, ... i 11 - `_�"` I ` � . " Fn, 1 .11 I �_15 � I � .1-10? 1 '. .,�, ", �11 ­ 2!1*�� 1. Scope of Work . . ��, ;; .. "I, A temporary seeding mixture shall be used in the orEos where I, I 11 , G i�. ,,; I 411 fl� I stripping or fills have been graded shall be used for silt tr� ., N' and erosion protection. After grading, all construction - I , N& � areas are to be seeded. Sodding or matting shall be, used on I 1�.,,, all swales over 2% slope and enbankments in excess Df 4:1 �� ­ slope. � " �', � I �Irl 'T�1, . I , , . 2. Sodding: Locally grown Bluegrass blend uniform in color, , ... � 11 A '-T 11� ,� �,f . .. � 11 type, density, and thickness. " - 14. � .. TIN. '�, U1, . 1!� , 3 Permoneit Seeding: March 1 to May 15 and August 10 to - I V. " i 4, r �, .7�' , ,,�,:4� , �i 4, Y October 15. (Dotes may vary at discretion of Landscape ', 'r�. " "I I " ­` lj�'r Z;4e ",1;� Architect depending on weather conditions.) 1. 1� ,V­�, ; t,� � . 1�_�11 I, .. , ,'�Mr t. .-iz - - -0i �,- � "i T, 1� , �� �14 v--,,- ,,,,�;, " A. Swales/Slopes: Blended mixture of seed shall be opplie, 1 7'w?,�'!',,I'��` ", at the rate of 110 pounds per acre. The mixture shall t, �r " ,L�r,..­ , , � � I , - 51w,7", ,f RN, I�V I ��,,�C, - consist of 40# Mustang turf-t�pe Tall Fescue, 30;� Bon" , , I . I I I ,1, 1,,,'�' r iK ',� ;_,� - � ,, _!t,t! or Wabash Kentucky Bluegrass, 30# Fiesta Perennial 'J'.'� , ,,!�n�i , , _ . -,' -, ., :,?, .�t�,,,��,��,_, �, ,;",�;" ", . Ryegross and 10J Redtop Bentgrass. � ��,� 1'e�r, - , � B. Graded Area Adjacent to Pavement: Blended mbture a. I,��, ­��;.� 11, 1, 7,V"n z 7 -�,-11�.% � IV ,-;, .. , -, ­1� ,� It �: seed shall be applied at the rate of 90 pounds per acre. .1 - 11 .� ",_11 ,� , " - I., � I The mixture shall consist of 35# Mustang turf-tX)e Tall 11 j:�� 11, 14� t �� 1-�.� I.; I Fescue, 30# Fiesta Perennial Ryegrass and 25# Bariff or ,.',',;� I I I ,�I. 7,.- . ­�­ Wabash Kentucky Bluegrass. .- I " �1. ­'41� . 1. ";, " - ,� 4. . Temporary Seeding: - .1;,V, � , �j,-V�,' 1, ,,�.;""q , , '. � ', �,�,,, � �, ,,�, 1 ,*,-4, -;:,i", ',,- �,'T, �,' -�,', , , , , ,-�, , -, , , `rl, '. " I A. May 15 to August 15; 40i/ocre Annoul Ryegrass. �'._V� W. I , V� `�,;V,�� - B. August 15 to November 15; 2 bushels/acre Rye (grain) or A - 11 I I lw� wheat. .1 . ,%, " , ,-,P- � iv, 71.X4--_ 1 C, March 1 to May 15; 3 bushels/acre Oats. I 110 I", "I - " , �1�0,ef 4 ­� I ,,*,,, � �, :. R . , !,��' , - ` 'i rn ,,:r 5. Fertilizer: Commercial analysis 12/12/12 applied at a r - ,-', ,,, .� r-,", . , �'Y.,5, of 600#/ocre. Apply lime to raise PH to the level needed .11 .11­,,�111 1�^ - , All -V , ,- �- � ­ ,,, . for species being seeded. Work fertilizer and lime into the, ,J,�,­­ � V *,, , �,,k�",� 4 " , L soil to a depth of 2-3 inches. �� ,' "�.,. -1 . �fo,_.,�"�� , 11 1�tcl , ,;�(�­ '7 1. � .- �., I 6 All Hydroseeding shall be in accordance with the preceding 11. ,',"g,�:., . �11 7, " , - - �_­, requirements. .j ,,,� ,,Z I . - ­__ � - . �- �� ,Y� � � 2i ii � ,,, . � I " ,� -, 1�", t.�; ! 1. "I �,e A,-,:, 7. Mulch: Wood cellulose fibre may be used where applicotion�. V. � �1. 4,i, . ?,� � , ;,*"_ is made by hydraulic mulching at the rate of one tor per � � "IL . � ,�- I,; �- *,,�;.., I �,, !q �rt, '. ...' W,�_.,,, " " � , , ,.�,, ,, acre. Straw mulch may be used and applied uniformly in a i 7�li '7�,­., �, , �`,!--� 'P, ,.� '. , 1, � I,:1 , ,,,, ,�' 4�% , continuous blanket at the rate of 2 tons per acre wi-:hin WAIL �.�, )�=,.! i � , Z�" hours after seeding in accordance with Section 621.. ,- , , � m,"', f �,,�*%-'�,,��t�," I _ � � ."__ .,­��'.­,.11 , ,,-,41 �;, j,�, ., ;�� 8 Sediment Control Fabric: Fabric shall be non -woven � ,M* � �� , , �r- I - 'N ­,- � � ". construction composed of polypropylene and shall be " I 4, '_ ,�: �,�- "L, , , , - . 4- ;, ,��,"�, � , , ultraviolet stabilized. . � 4 " `4 � ­4�,, ,,;�", , W I ,�, ��`; ,-,.- �' , �.,� - - �!', _­,�_ ,,,, , ,, - - �, - ��­.1 - �-�, _ 4�, 1- � 9. If temporary seeding is established prior to permanent. -, , I '. � � , I "T, � " 1A �. I seeding, the mulch may be eliminated except in "bore areas _1 � .� 11P - , - �1� 10. If occurs during December, Jonuor February, Z, - � 1 4­ , I ; !. 1, 1�;,. � 11 1� ; grading y , or no I % i" V. , I �411 .t seeding to take place till spring planting time; however i '' , 1,-� - I ��� V, "� , ,_ _ v . ... �',, , , ;,� ;1-111." I .11 , " 'i, is imperative that all sediment filters and traps are in 1. . ''? � I. ;�__, I I WIV , . "'T!!;0j�1'. �;., I place prior to bulk earthmoving or clearing. . I � I I , -1., A, 1- A ww*�),l , �� ` �1� % � 11. All areas along street (approximately 25 foot behind curb) : -11, �; 7 �' '� - � I � ixture as sooi as grade ,' 1, is established. Reseeding may be required after utility. ' ' g- I companies hove installed their mains. I 1_1 , I -1 r A; �� 12. All lots/outlots where grading has Dccured and no �, �, V, IT, � construction is expected to occur within 60 days, shcll be � I � f��,,- , � , . filled with additional 3" topsoil and seeded with the I 5�,f h�� � temporary seeding process, 1, ._ 1 or; 11 1 - I During dry weather, keep lawns watered with sprinklers or ' other approved methods. Reseed any areas not germinating , 0 "I ��7��,�, k damaged at intervals as may be required according to " 'r'� ...2j,", A, " -, ,� . 1�,�, �' , , � , " � I , , seasonal condition. Water gross and execute necessary r, � � � ,,,, I " � , . I weeding until acceptable and full stand of gross has been _1� - - , � - ­,,�� ",.� obtained. Upon acceptance by the Owner, the Owner shall :,. r I ,�", I � �1'1!�� ­ ': I -r" , I assume maintenance of the lown areas. _�,�. f"T I,', '. ,�'­'V! _ .11 .... ... . - , Or 'k�4' .I ­'V_��, . �� ,1�1 11 1, ,., 4�W � N , , " ", -1, 11 " . ., Z, I . !',,44�, 't� ,;,­,,,, �4�; - � � ". t:, �, - - - 1� �,.�,�, 1� � I , 14. I All dates shown are nominal and may be varied with K I 14-� I I �. . � '. concurrence of the Engineer or the Local Soil . , 1. ,'�. , ' ­� %1� �,� , r �,,. 1 1 "-,", � 1 , 1� � - Conservationist. 1. � �, _ �'; � ��t � 'r :.- ,.; � . . , , , � I � .... � � � � � � � � . , " _", � � ., . .1111,11" �,,r , )n' " . , , . . I I , ­; � :, I k­'� ,, � ­ I . _�., 1,�",�',��"�­­ . ,� ,�111'. " � �; .� " ,� � I � I ,� E, I., 7 ­" I I'll . ... I L. . -_ . I & I 11 t',V ,,,�". 'I, jf,­� ­', ,, - r , , �. ." , - . . , �f� I � 1� . . i a= . n. 1'� I .1 - I � � *A,t, . I I , _ -, � I , , ­!� 11 I � . , � . s 11 11 I 11 .... ,_ . � I r I , � 'C ,� , I , " Z _ . I " 1 ���� �ERWI`111;_ .� � , . 1 f-1--;.,147�, �1 "1-1' - -_ I 11111111111111111 —.1 - 'IV 1_" ;1 04 i 6A0,y.Y0_J!!. i-41 ik � An& . 4a I" , .1 ,--A= � I - � IWOW — DWG. TYPE FILE NUMBER I 10 I , I I I I I I r 1011 NUMBER — - ., I r _, I I , _ A I 1 I- ) I n I I T11 T '__ � _,VP - �'. , , , ��, 11. , " - ". I.., �, ... , �,�,� , r 1. �,.�, Z.1"', , , "*!�,.,O, ­ I . I " .%.�� " ,,, � - 1�1 � , I , I W,,,,� , , . 11,'. 1P , X " ", . I W, 41� � ­,� : I T- _n . - " "N I %% 1�� f - , " ,�, I . 11 1�., �,p I ­ f ";� I I , I ,;�', loo I j'f , '. , , �., - .7�", , , y ­ i _4 I � � I r I - � : . " ,. 1�, � � , ;,,,�. �, 1V I ,,� , I 1�11 � 1�17'_ L��. 11.4 . I ,,� I " I ,,, . .. I .1 I , I � , " W " , � I I Z 4 , � ��� ,9�­� I 'I, ", � 'I, I 1� , Ix., � � :�,.­ . I I 4:1� L'!�' -,' . � , �"�'t�, � '. - W: , I , - ___ - SHEET: C902 I - I - I 4,11- , -A fiW,,_-,,X_00� ��' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� - 11 '. _11k � . I I I � �6, ,;L