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Construction Plans for Rangeline and Frontage Road YaC2 ut 1. )CA Sh i j p ►i .. SITE .► . r._ SITE �. 1 ^,•.�{ ?_, *(ice 1� .M•�• r�' i' � 'S' ,,��. S� .�� FI ' �«..w+i mrTB 1'1 � "vim �►' •� � Cry r air Mme Ali $h^ ( St �.. .I 1..« "."" `!3 f • i Eli S _ 1 CfA I r� Zt r. ` t '; P ^ •r!; • OCA �' �..;� 1 {-111.,; ,• �,, ♦11i.j.-�•i; t•"'-. Q• � ��I� �•- r��iz,=•1� ice.. tw e z MAP �A STATE INDIANA ATE' INDIANA COUNTY HAMILTON SCALE: 1=i`'000 III` HAMILTON SCALE: 1-2000 14mA MIAMI SIL i LOAM 0-2% SLOPE VIIEELL DRAINED t INDEX ! H�'. ._�.._. DESCRIPTION d j EXISTING CONDITIONS N LEAN C2011 ��I�`E PLAN __ ��- • x.202 CF'AIDINC /' UTUT`1' PLAN C203 L"POSION CONTROL LAN w_.. .... C204 EROSION DETAILS/SPECIFICATION S — :'3+ b REE PLAN & PROFILE •.« a-�II .. _�_ . _. �--- ` 1 E"Q T! N r E DETAIL --. P S N I TaAP f PLAN N S: rP OFI L , DETAIL"" _.b te .. 1ti R PLAN PROFILE �� ,I • .. �..,.�..�. w -__ -_ -~- `�`" I>'`��`�v�2 STORM. PLAN PROFILE, DETAIL _ d Y - � S�'•�N A DETAILS 9 e {.� ....r..._.,,..,...._..-o-,..,....._.,,.�..wa...«....r,_..._..-,<.nnwm..n_o_. 1 it , �`:AIt>k�'�,�R "T 1 r' r� a < -__ „......r ,..—....,...tea.......-- ----....,....+.m.,,,.,,.....,,.�«......,.-,......-..,.....�...,....•....,,.. 1 ll�� go - ,""` .,...,, ,,,, •.. MARKS _ __... . _... , 1 ( _ ROAD •, z. r _. _`---. . s,,. ,..y.•a--"•.`°"___...-_�� --`-- �`�'1tl1 �__. .c„ .. } _ � r ' .. ......a,- _.__...._. ,� . " .,,,.. _ +fir•msa.,i :5 > E AGH v A' wr,naw•--..._....... .._ L1UC�V -- ._:;.;w... muie..ara.:rwW..aws...xa...raa..;,�n.. ,�.._-_. u� - it f 01 r , N t -, _ - °`^I� aeu_ - —_ ar. .16 r NNi � x•n N N �,/ fi / n " .(X- Mot,N 'I.k - _ �C.�,.0 //,w�y��y}.'JC, �/��,�\! !p]•�- J' A Ott®' 1� 4A 1 i I nluw ...��_ 'tee ,` vLNi« � NNNglln n11 _ Y NAME RiONE FAX NO. . �` • ,'}„t;. ' , , t ��:J. _ _ NNIW { x,v, +rb, {i44°.'46 _. F f � lY• ,II , '�'Y'JG^.w... ER STEVE H N 111N7lIIIi111NiN --'�- PUwEH ,.. ,. S '1px' s<�.sC, --_.._-- - �. GAS CO — CITIZENS GAS 924-•3311 927-4372 IIINItNIi Nlirlllililltot in 1 .`. -'•__.-___.-___ A. nNnNN,Itt'NnNxullNf.. _ IxNlunuNyx1l,+Nw'mrN n w mluxu,mn, - I Yl iltiV f Akro.,:� • I�t �� ' � �t �(�� _._ uxmoq,unrNifltNlNNpxllnuylNlaN4t11Nin INI.,Narn, �•� .:.�;. DEPT ,• ` � ��, 571-2426 QH:�H� Aldo _ 252-5000 t1, Of' 'll6t.iC WORKS CAIN 571—'2444 '� �I / i, .. _ 1.11.1111lllllxnl#�,/✓11 �'V... M ,,, ,�Fr�,�: .:�1• rill / �, ' � t 1 �U�=��n,;, Ih;<�AWAPCIIIS WATER.C±.�4PATdY X63-6347 COUNTY H10HWAY DEPT 773--7770 776-9814 INDOT - tDWAY HEAR 232-5522 232-0238 CO SURVEYOR -' KENT �'At� 776-8495 776-9628 Mf7L�Y AIJI£Y, 1 cz. SE z: /'� `} 1-80 0--382-5544 • � � it 1 1 ` DO uA!L TOLL FREE '.(� 9 Et f i1t Er; fOIIRtl( " ' (? ! E3 ( I _1 FOR CALLS OUTSIDE 0€- INDIANA 9f ftf�0l€ 1P � i) , sNI I € 11?1 i !. `I I t It t A i t t�� t' ] Pf t# IA t' FR 1x11 � 1' it� t)/1Y Ltrlit ;% A r�� IF €1 At I r I� I I I I F I t. ; t !.► A y w1 � PA(k L � 317-842-67`�7 fox-841 -479$ Lr a Ill 0 6 1 ! y It I 11) t I h 3 1 A1.I F i)t W f t PR,°�OICT t�M, y GARY CE.�MURRAY j'� rEXT. 677 04 A 1 rV`-/ S It A 1 I. R f PP l )Oid E. A N 1) 1., S rl 4” J< .; F�`+Jl:C 1 L-NG S jm_ PH E. SCI STALL EX 1. w T E r t 1 PROICT SURVEYOR ROI ERT HUTCHINSON EXT. 631 THA, SERVICES THOMAS L. SCHELLENER(IP, EXT 622 APPROVED ;:.}�«``%4Y)t( " Cti.,, err: *},p III Ar"PrIC)VAL . 1 ai"t M& r r{a T )N- _ rrtT R1� r�, f,F SST EVIS ION tS' i , Ar t"°t, f f--" .I:��r.�$ >£;;fl%.1li�aAP�t"dE':'-, ;:'�•,p t• �, t �i 1 LTlis�RANTF..F%,I ! �°�cril'!tFli&A�� AW) E.r r r:'i.e Kit;t . CITY OF s:A11W' afr"'AM IIII>147 Of' Sri+;I rt�Fn t t�48 F��IFIUD E,�.,.. �,. �..�,� >�, �. _� �; F c��r, _ �E , �� '�IrF_S CK. 'v� � �' CAMEL � , r ern 0 ....n� r�U R a SHEET. !'1 I ,� '� \. T :N , f �h �.,�,�� , r�:�.F F_ Y f. ..i'� S?E VE E��{..NI"�E � TE 3 j 5 EA S T CA.%EL DRI VE CIS <'. w A°a', r'i-;S,Jty! .,.,,�...........�..,,.....m — /— T�.'r... , 1,��1� �J .� � "" Q 9i - „•�ta�`"`�: ';X'°,�'F�,,J. ?�6� t3 ,:_+.lu":t._ '�WP3��At+3A114�ItH ';lu: LE GE N D Ql POWER POLE STORM SEWER; INLET & M.H. U'y r WIRE. G`- STREET LIGHT ' A TELEPHONE RISER LIGHT POLE UTIL!7,' RISER, ELFC. DR CIV V FLOOD LIGHT E 1, ELECTRIC TRANSFORMER TRAFFIC SIGNAL E ELECTRIC LINE (AERIAL) a TRAFFIC SIGN T TELEPHONE LINE (AERIAL) B MAIL BOX CTV CABLE -TELEVISION (AERIAL) D. DEED DIMENSION > N(I BTC --- BURIED TELE CABLE M. MEASURED DIMENSION BE%," BURIED ELEC. ;,AKE P. PLAT DIMENSION 79 x ENCF LINE FNC � - + SPOT ELEVATION A FIRE HYDRANT ri. b, TOP CURB ELEVATION C9- VALVE GUTTER ELEVATION (GTR.) cp GAS LINE 800 CONTOUR LINE 6�. &,,��> W WATER LINE I c TOP OF CASTING ELEV. 60 SANITARY SEWER MANHOLE PIPE INVERT ELEVATION ANI. INV. t3O I x N, 1 0 x —----- x TOW x *& -.9 &0 & p < 9 C9 /u r 39, nw MH- C7, c cp & v, >1 J 3,5 L \ELINI- x `< p ROAD -x cc & X iiiiiiiiiiiiiiiiiiiiill 111 3 'S M # G� � 14Q " ED IAN 4- P POWTOMWN�kIJ ,w r_1 x 7-- /& & A -may X *cp TOP W) & L :-�--- > xF 4 S k1t 8271 6 BOTTOM WkI. 4,�i� 825 T '61 cp- L) x v V�4w N I,- �-� T & �7 x DIA SH 0�' BOY T cl) Oc 116, -,�JGN P 0'� N 7'y 4' P R -,7 HWY, p,/W I I,, -4 x & 'Al 93, 6 A 7 r 0 i y X. 54,94, ASPHALT PARK!Nv LOT ,& LOTUS ""ARDENS & x ,9 & 4r,- e & I c-:1 4#' J1, 0 go zl I ��,/ " - X (Z) & 15' # 4p Si_ U > C:y & 4ip L. & 0 x 4 # # '0 4f 4F 61, HCUEY MOLE Y" (,AU710N DON'T SEZ Ll-)�-'ATI NS OF ALL EXISTING UNDERGROUND UTILITiES 4/2 L S�110WN ON THIS PLAN ARE BASED UPON ABOVE > GROUND DIG -v D EVIDENCE Oncluding, but not limited to, manholes, niets, vaives, ana morks Made Upon >sI BLIN _4 j the ground'by others) AND ARE SPECULATIVE IN cgs 147LIRC. THERE MAY A,SO BE OTHER EXISTING -J, 5r'�' G�� /;', C H THERE IS NO UNDEIRGROUND UrILITIES FOR WHICI �,GIST Epi 01 ABOVE GROUND PODENCE OR FOR WHICH NO ABOVE. 1-800-382-5544 CROUND EVIDENCE WAS OBSERVED. 7HE EXACT No. -RFF do LOCATIONS OF SAID EXISTING UNDERGROUND CAI L TOLL. f . 90034-8 N, 111LIfIES SHOULD BE VERIFIED BY THE CONTRACTOR 4�1 TO ANY AND ALL CONSTRUCTION. N— -80c).-,428-5200 41J PRIOR STATE OF FOR CALL S OUTSIDE OF INDIANA cp, I S\io HENKE FRONTAGE ROAD V1 SO ON S i R FVI C�! N, CATS.. NF r FILE NUMBER CEc-'TIFIED BY. AWING 'TiTL'- D 'YP SHEET: VI L EN' F R I N G TECH, SERVICES 4-21-9' PAUL 1• 1y INC. LAND SU"R"�IEYIN-' EXISTING COND -TION '7' clo 7172 GRAHAM ROAD ECTURE S c ALL L. JOB MUMBER 0 4RCH�T DATE -)!ANA 4625C, INDIANAPOLIS, INL E. `0100 NNING 30, z ------ (317) 842--6 777 LAND P AN DACE. 9 33 6 6 2 LEGEND 0 POWER POLE —0 STORM SEWER; INLET & M.H. E•---- GUY WIRE 0—C>- STREET LIGHT A TELEPHONE RISER LIGHT POLE L-� UTILITY RISER; ELEC. OR CTV Vii" FLOOD LIGHT ❑ E T ELECTRIC; TRANSFORMER tom!' TRAFFIC SIGNAL -- E ELECTRIC LINE ',AERIAL.) -n- TRAFFIC SIGN --'T--- TELEPHONE LINE (AERIAL) Cl MAII. BOX —CTV — CABLE TD-EVISION (AERIAL) D. DEED DIMENSION --'ETC -- SURIED TELE. CABLE M. MEASURED DIMENSION I --- BEC--- BURIED ELEC. CABLE p PLAT DIMENSION ° =- '�- ----X— FENCE LINE (FNC) oa SP07 ELEVATION i t A► IRE HYDRANT g I' ``'--___ i►a ELEVATION VALVE + GUTTER ELEVATION (GTR ) GAS LINE g00 -~ CONTOUR LINE z Lr ` T C" TOP OF CASTING ELEV. f � ..._ 11 ``•- -._� X ___w-- WATER i Nf. SANITAR r S'—L NER & MANHCLE 'NV. PIPE INVERT ELEVATION (SEF SITEuLAN}I , y X y� L� IRAF nx. w,, l * I \\\ ; REF >I'E PLAN 'j ` l.J V ' �+ L� V \ ",, ,., 830 ] GELINE ROAD SEE NOTE #2 I ; VRA ME IAA f �l PEU Ai-. , ON I,IOTES: DE r CL R�MO f'A M Nr N F EX!ST1NG ASFEtAL MAY ^v I1` I:. AND �TILiZED <''/ ' ' �11,40 w ° - E O THE F F` ROADWAY L.M. R/ -_ .y��• __- --...,, Pnf„!` - 12 Mi! NIIFPF JOINING EXISTING PAVEMENT VE VE E AND 01+x' � . n 3A P _..M. r (9 �,� k X r/ ! v 1 n r"� �- _ 1 V•-'i � c."• ,,,r -_. r ` `Tr `ZiT /y ,rf{� `�- f'`�>� �� j�.;�x � 1._ 'T—•'--- { � /� �""".''�,'"^a.., ��!rrat gym, ... JfyJ 1 T 7 y \vi IN POST IN 7'z4' I'1 TER..... .. C�� *, ': — ST It li LINE 2 DiA Sti \ rl x MOVE H YDRAt,1 SI1E F' ao ,1 PIPE r — / rG c ,.T REMOVE E AND I EM� F AN f1J . ,h r i / 1� eri �( ,;T T�LAN .s�� ____ , � �. END �F' IC�JS �,SEE E: L �;S4 g4'ASF'NAL1 PARKIN(, LOT - LOTUS GARDENS RESTAURAN ® —_I - 1 I REMOVE TOPSOIL IN 'L-IS-a�_�Ea, � � ,--- �- — � '�" c AIP / _ . / 1 ' / / '� - I IRE, 0VE PAVEMEN!I } � _,.- -- ; RE�nGVE L r .. i I � 'C,T1 f A _ •�_-_ � -- - �' ff G / 71 r:y zT l , oo r _ CAUTION �' , , � ____-�___ - ;.JCAT.ONS OF ALL EXISTING UNDERGROUND UTILITIES .f �' iL�l -P OWN ON THIS PLAN ARE BASED UPON ABOVE 1 _ � GROUND EVIDENCE (including, but not limited lo, � ` manholes, Iniets, `!clues, and mar'Ks made upon the ground by others) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES ' ROD FOR WHICH THERE IS NO 1a �' .I FOR ABOVE . � � � � I� w I •� x A6..�E GROUNu EVIDENCE OR OF C 0 o, } a 1--80 �—382--5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT ( O i `s' CALL TCZ.; FREE LDCA?IONS OF SAID EXISTING UNDERGROUND E• MIJ� / /� �' i; w I ,�'°`y-- �- ��`- ® -°800-��8--x200 UTIIITES SHOULD BE VERIFIED BY THE CONTRACTOR AND ALL CONSTRUCTION. eRlt;n T' ANY LAJ ® fC= ',A;IS OUTSIDE OF INDIAN, No. -\k- W0348 STATE OF HEi'�KE FRONTAGE ROAD �Evl�i0hs c`v'�IC;N - DATE:, U-A' T PE F,LE NuM r ;..... _ _._..___� T� r E. DRAWING 'TITLE: . B SHEET: .,ERTIFlE� � '. ___ r _ n cR - I' H I M-- --E — _ -- !�_ \ A�� I• RI ' INC. CIVIL. EUGI,JEyf �� 5F <V � rS -CK: a-21-9 tr ,ti - � �\ f r LANE)N�) SU R VE , rd ,I / _•__ DEMOLITION M 0 L 1 T i O I V f �_,, �I .�...._L._.._L.... C101 7172�� 7!SR� AH AM RQAC IA R C N�T r C T I �E � � . ✓` , � , � ° ` J_(._E_ Ml._ A E._-_R IhDARA ULI�, i N')f ANA 46257 ---- 66- 20... _1 00 DATE LAND PLANNING =�o 3 X 842-- 677; + F 3., fig F,JF-- PLAN W,''TES A,,,, RADII ANA', .<'REET DIA4E N5 N j SHAL- LE 1C! BACK OF D;, FACT OV NIEGV<4,- CURES AI'V-1 WALK SAN17ARY `:"EWER ALL RADk TU K 5 F:^Cl L,'Nt-ESS 07HE,WSE Ni',77'D 0 , �WEN�-J,')NS AND EASEMENTS A;;7- SHOWN FOR REVEREN11,11- ' SEE RECORD SURVE,"- AND PLATS FOR DAC7 INFORMATION, V,�; 7FVPOkAIRY TRAFF!C CONTPt_)� DURING CONSIRUCT!0N To CONFORM TO APPLICABLF LOCAL 71161!d..ARDS THIS CNG!NEEREL) SITE PLAN L',�ES NOT DISCLOSE THE REQUIRED YEAR F,! F.VA710N OR WETLAND RE51PV'11()NS N COMPLIANCE r a I RE'DuRLCMENTS CF THE. IND!ANA DEPARTMFNI' CF RES')URCES INDR), THE I., S ARMY C-jQP. C)F FN�;;NED,S OR TkE FLOOD -T OWNER OR �jl� r Nu:NEER AK- STORM SEWER r.S1-,PAN('F PATE MAPS (FiPM). THE L�' CONSUL-' -1AESF SOURCES SEFDRL pREpARiN(, SPECIFiC,' S:TE ANS P.L,-ATIN( V, A, Mi A, L ;e 7- -77 CURVE DATA "FABLE F------ lir �4'4 IPA D i U S ANCi N --t 644 '2 2 -;7 7� ------- T V4 ry. 7 D11)Clll:�': �FV5A N. c' # 1626 47(1 2* V f 3� -7- 4, r 45 -lk 21o.5, f -71V, 7 CC R i�, -AQ 5 zzzzz 56' 4? z k ENE SIN.*A-K F x-I N F xr. N 4)(�l V'R rc, x A, f VV.',i I V N YV 05' "ONCRF TE BOY ",i A A kl 4, -zz- :-)LF l.-'7J2 �P-RAP r ,,,z. 40 V 40 Tv" N, H" UTI 4 L Mi "A D0N'T 'A 11 0"'A 1 f' K 1'l!r l,Ni,Etzl Il j N I I'! DIG T ai BLIND the �jfourj,,? 1)y AR. N 1E. V, -H�Rf '�!A A,SO 9F. �'X, < NATIJ L.1 -1 1, 0 -)i �4p jIll ;t)ll T)-;Ep,,' S Nr, 'y AB9VL fR' UND E'' , R , ! 4", No. 1-80 -382-5544 GRcw4i) fV @F%, WA CBSERWD -" 930348 CALL TOLL FREE L�XATIQNS LXI�,71`i-0 STATE OF cl� L �,/- I I 14.t.1. 1-800-428--5200 .""s "t b- rLp" �y `F "t" PRIOR TO AN'f AND ALL f'0NS;R'lJCTI')N H E Nl K,E FIR N T A G rE ROAD FOR CALLS OUTSIDE OF INDiAN!', 4� X' S ti T YV-,F E IN6YO�I`R SHEE7: [)A TE: DRAV�'ING -T�TLE ""O�uftwAw 7 ,lit R E VI S I �'S CIVIL ENGIINEERING TECH SF.-RV!CEc-, CHECK._ _____ _ _____ _ ___� T F__ -_ _ ____ __ _- _ ____1. __ ______._ _ -- - _ _ _-__-___ _ PAUL I. CRIP , INC. LAND SURVE'YING / '/ I L- IA JOB N�--NABFR C201 ^ �6� SCALI: 7172 GRAHAM RC)AD AD ARCHITECTURE 0 0 93366- INDiANAPOL!"", Nr-)IANA 46)tO 0 LA�-'D PL 30, ------- I A NN�N G �D, TE� i LUi nark. t 17) 842—b 7 77 -,3 DATE: 08-02-1995 TIME: 12:43 FILE: N: 93366 20100 CAp NCR 93.366C22 FOR ADDITIONAL GRADES GRADING NOTES 6. Earthwork Balance - The Caniractor shop confirrl oil 1. See Street Pion & Profile sheet for oddlticnal grades earthwork quantities prior to start of construction. If ET � on street areas. on excess or shortage or el is encountered, the 2. a is the intent of these plans to use all excess fill Contractor sholl confirm)with the Owner and Engineer the requirements for stockpiling, removal or importing of material onsite. borrow pits in Hans ructural sill areas earth. Mina adjustments to the grodes may he required to may be utilized to obtain) suitable fill material and waste topsoil. obtain eorthwork balances when minor excess materloll cr shortages are encountered. it is recognized by the LEGEND, 111 3. Contractor shall preserve existing trees wherever parties hereto that the calculations of the Engineer in !I I '+I Ml i' 1 possible. Owner and owner's representative sholl be determining earthwork quantities shall be eccompiished in Ill I I consulted for clearing limits. Clearing iinl shall accordance with the American Society of Civil Engineers ♦'"'i / III I consist of ail trees within street areas, utility Standards for such calculations. Further, that these STANDARD MANHOLE III colculotior,s ore subject to the interpretations of soil site at the direction the I "p-"' " " '""" '"'N"N1""""" SANITARY SEWS ..,,,.,,,, '�.,, � I '� NI IIIIINIIppIMNM11111NIN11 trees may be buried onu� h i fl. borings as the physical limits of the various sot types, INIIN xN 0I I 1 owner's representative. also the allowable variation in finish grade and STRUCTURE g BE ' nd NUMcompaction perrnitted the controctLy. and that all of - -..__.,.. CAL ....-_._.'.� �: .-I `/ .'�.. fill .. ......�........I—".....11..... ""......... 0 4 All topsail shot! be placed in mounding areas a these parameters may cause either excess r short R 1).....,........,, I. I materials ' 11N «""• «,. eorlthwo nonstructural topsoil shat a spread tolto depth of to 6 occurs,atheaco iractorashahecor,a tr�the 9 e project. I i R I,..,.!.. d CURB INLETS k shall ' ,.,,, �1 nc es in oreas to be seeded such as oke slopes mo determine f ad stments can be made to engineer tthe I „ " i'1 °«• areas, areas between curb and clearing limits, and all un lul I 'I } < 1 n." '...... f areas imbalance of earth. I I "N,, / disturbed areas outside of bu8ding and parking ore 1 4' PIPE UNDERDRAIN ,I +, If I II I hb4"a4;,:;; ---' - 1l.. 11 ; I �,. I , CONTINUOUS I ".. I ,,,...•............. � i halt 5. Straw bo e dam , sediment pity and s It eoces s SSD CON I ,,_.,, 7 Spot Elevations - !f ounnq 'the construction or UNDER CURBS I.;?;,I NI1,, ,6,,, N (1, Ill' «,,,, I be utilized to lcorlirolserosion. ,ee erosi xl control survey layout process it is determined that there are STORM SEWER 11 t I „ I l specifications and erosion details for additional 1, IN 1„ insufficient spot e!evaiiore to properly construct the Ill,,C y,,, ..- 1•• ". information. See Soil Erosion Plan for additional "'1., Ili 1 I n nrmo on x 9 "i f_ ti pro ct or 'he design grades appears to be to,) steep or C I -� 1, -, flat on--site cond!tials, the contractor shall contact 'I I ,' 1 .. i!f a �--`RIP RAP tl ,,'' �; the engineer fl., adjust c; add oddiLonal elevations as,11 I '. I I �4r/ �� n' III �� I required.I.' I f ' '' Il,,p,l .,,11 ..,,, II Ill , ,.' ...'' F� .,;1;4iQJ n; LEND SECTION _ x ef,' 100 Tar flood elevation or wetianj restrct!on in eel. es s P required i \STORM DITCH CH E ~ST , E c, . Il .r• .1. ,1,,,,,,,HI.........H• ,„;H llhla,• rl + T INLET MANHOLE I ,� �1 year need u t disclose ,ompl,a s engineered site on d n�• disc th ! !' . ;;� •`...., "~ with re ulrements of the indlano Department! of Resources , DR , III ti' q ) ', 811 f` II it ;''' "" ~••gip, the U.S Army Corps of Engineers or the Flood Insurance Rate , I, - ±, .' '. '''' H IIIHIh -' ", Mops FiRM). The lot owner al. h's n ineer should consul these NOTE' 11 _ 11 ,1 Ill) p- 9 . e .. I 1 or specific _ a to b 1. A EASEMENTS A YIN II' :;1, HN:n,I„: sources n�f e prepor ng spe f sllr p' ns relating ul ding BE RINCS, DIMENSIONS AND E SEME RE SHOWN FOR REFERENCE ONLY AND „ II rnprovements DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED W,1 .. ., 1 / 11 It PLAT FOR EXACT INFORMATION. will""", , _ N,1r,11t1„ RANGELINE ,,11 :f,ill ,"1, .Ai.. '� ', 1 - ,,.... ROAD .` NN ' 1, , j .. , " ".Ill„ ... I,1, „IIIIIIINt ++'' 1,. _. :9uufa.. ,, 1N1HI' 0� '�1a,;I1.•.•. ii 1 ..... ,. „ 1 8 .•. N.,, . . . ,••N„111 ..., - Ii �a ,11„N„,,,11,N 82 IIII N,,.N,IN„ r g3j ::. .,,I „ .........��. .... N111.,r,.• e;. ; ,... I 1, I �I _..-- ! i ,.. ,.NH1',t i i ..,.1.11111111.:1. „l..,1.."«N1,H,,....,....... -I , .,,,N,,,,,,IIN11,,,NIH,„ "'H,1N„I �' ,,,11.,1,1?i9•'I+11,.11,1,�,..-4�"..N ,NN1N,,,H..... .... ....... I ............... �lN.N„11.,,.1.'1 ''II I " JI NlIINNIH H,H, .. „ - N., 1.Ir'11 ..nwN Ng1Hln•,,.....I�l ,. , ;...,....I •1,1." „ , ,.....`111111. 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NN11„ ry7 ..... .. , '. 1 Illw!„Nf„11 .....................»11,• •::11.11. 1 .. .. ,..... .,,. ..... 1 , 1.11 .. •. „ «it.......,..., IIHIfIN,,.1.111,1 '�: «,i '111 0 I. •.f ,. '� ., .._-+ -1-1--....... .....,, '•.... .. „ 1,HN11NtN111 n,N, •• IIa14N,.. III..... I ,., «•..Na,NN«r« ,. ala1NII1Nt ^• I 1111..11 1•:1 1 ,... 11, t .. .INI 41« 1 I , --� I .. 1 INI« i' B u1 2 , •.i 25 3' i tin' .1..:;: i ---_ '., of ^--- 8 6.61 a 2b� n .,..... •• .... ............. .II S ... .iL.. 'A 4111„•' 1.1., 4a,.. , I 1, Nan I 4 � 11 1. -111.. I .. , w, 8 8C� 1 14, «. 1 flz 1 �'1. "N . NI '1 1 1 N� ... :,, 826.. ..... ... ::..'� .................... X «,. ._ I I: IF' I� N,N4numu,n t+;� ..»................... ......,«... ,u"n "+.:: IN '', III,. /� .Q k -- ......:..,,.., 11.11. -' } f `\ ,.. ,N,Nitl 1+ NI'„ ;I \u '•.. IS/ ---f•°. W ., .,"..1.:aa1Ni;BN.,.....•,I- « i.,,.. N,N 1""�;,gi�,;Ol;," 1;;ylb��l�'I:,•• 826 17. ___--__ «.I np,,,i,tl� N, E. - •. -•--1 _ "mss 1 . .r a Nli•N''�"...,•1.•.,,,'�Y -(,{ It, 11 .. "Illirlll .Itl"ilt' �.;.. b Now: '1.111. 5 ti" n I . E. I. I, J 4' , 111{ '"' " ............. 6a � 82...8 - �' r_ 1. -----r ?+ ....«..,« II ....« INN ...... .` � �, 1j `.,.., •.�.,,..,. +NHlq 1111 ,. 1"aNlp' . z, ._-� 1' /-.. ` .... ,r'- 2V.9 ,.«. "n11nNl .., tl,„'' , , Illllfl.+I„,. "' IIII C 3 822 53 ` .� ....... .. ...,.. ..•. ... ,,. �-Nr , ,tlN,wi11••"•. 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Ii.... o 1 ------- 1 fl„",IINHIIH4H,IIIINgp , n1,Pt44ppn u,N1,}OH•`m ,.INIw nwu ..,111 1 fl,,1:,,•,,.. uunenllnn,lu N,tl n,rHN,,mnuuulllia;w PU,11 P,N1,aa °-.._ '•:1'•.•`....... •••`....,.. ,,•••,•,•••..,« .. •••••.,.,. •••'•• 'rynN ` - i \ « I « «.,, '• ";;�.......X./, ,,I- , ,111 1 du u' --_- I. W .. g NII,N.IN„ � ,.,.I'll gUU.I4.IH,N11bf111H1+IN,"L :.iII:'SNt,,..•N11,N11 "fu. .«....lb «N•.,.,,, 1 ... 4�a�- � !. 1 „N t'' 1(. Nn,n h «......,..... „„ III ::::: M �^_ w , I r Ili' ✓ yxN ,•....,I .;,•« '' ,:'• `-• {+ 1n 1 -.-�- I., ,, , .. , ...•I. S7 1 I 210. N : �. -^11,. �.5 �v�o 1x1,111 g w 1 III! Ir11Crl' •. ,.�, Ill) °j ; ' 1 , I1. 11 ?,3 . ....OV 0 J h .. 11 1111 I N. ? „ p.N•11 Nr1,,. /! dlhi, «. e _ T . c 4 08 f I� , , , 11 : I 1 1 , ��. , VI i ,.. , f ! 1 f'1 ''1 1 IINNNt Ili+` 1 I '' , ' 1 NNINtIfIN A� T ;: Nt 11,,,4 1 1' 1 C� 1p,h 1 „ , ✓ IN ,d : .' I f1 ! 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' ' 111 Il t11 i ' I' ' P') ' '. + - ...'!!I!iiNu .,.. .....- - .� �_ ... 1111 '� ''III' ,,' ,l' 11f 1111 i i 1'1 '' r,1; II IIII , 11 g NNflh{111,1 „-`�`.'.� \ ,-.-,� .... I .�•. .....,..,.. „, II ,'; ,''. I1 II ,. , ; I , ; ,, , I,t ,I II 11 .�,120�,`� INNINNH '� \-�. ..__ 6t �..,� ,, .. r , f I I i 3 m1 ,,,u„ -_ - N, 1j ,11 111;' ; d 8 \ u1 ��,\ 5 1!4 H �I• . I II N, III ' ' 111+ ,' III 111 ' 11' ; ,, Ii1 11 11 ,......,. IIryryN1!;I ``�� ,� .--'_ ;° .""'`. 'up, I „I I I, 11 I NN„ 1 11 ' ,' I Q'S NIIIlil4 fy ` °I!Ni I' l ' ,III ,'QIt' �'' 1,! II , fl , r I 11. " Illlll111jllllll" 1u,/�'�'""'. -��... 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IIU"']Iw,iNIN11 711, , (>� �" �� `�,�� "F� "`�. �' `\ I iI ` `� I , II ,' 1 1 ,' ,+ 1 I + I , 11 , I• Illll ll;li 'C/,6 -"•``_-_ _ -�. .�`'`. ! 1 1 Ill'' I I I I II ( I I f i I I III t7 - 8 0, it W I i - Ji _. . I I + ' IIII,'''' '1! , , 1 i I 1 I t ( IIINII{It4pi IIIIiI11N{ `~ - " ..11 I I ,,''{{ I 1I ',, I,'. I 1 'I !:.I I l t 1NNOi1 \ �^n�,'„""'�^,•.««,. ?I�� ..` ., II 11 1, ,I � I41 ,f 1i Intl � ;jell , I i',' '':III'' II ,' ! .,j„ 1 J I. 1, ! lii!IINN,ItliN11 "`'l.1-�_ \�' ��"- \-. T ! I ,I f ,' I Ill) ,i III f ' 111,`I,'I ',,I'I, ,11 11 ;',,' ,1 11 1 I J I I, „,,, P C ■ C K P!L E 1�1i1i1,111111111 ..\ ..`c4•f 41�7 I I I t ; ° , I , i 1 1 1 11 nN1;l I' 1 j I 11,, I'll ! t I I N1ttII+1` 1 l. 1 I I I ' I! '�' Ili)' 'll ,pt' ' ' 1,` I1 I �1/I II i 1111..11111{111 \1�...Z_ ``1:. 1;'I.'�I I i I I o I ,If �, Nllnr p .11,, ;' I Cllr r Ifl ,IN I 'ItINII 1 ! 1 , ,, Ili IL' ' I ,'' ,,'"' �'it II11NIty1 WI Pt/l. �'y •`11,.,,.,t.. I,. ,r Ili , 'il 11 �111i1!{Ih I `"`11+� ii ,• I . ,I ,I 1 11, +q 11pn1" \ lY • ' IIII Iti!, II 1,11; 1 I w t 'nruu'luluN ��''_%I 1 1 fl I1 r,,.,. 1,I II' II II I - IkIIHNII 1 11 11 II 1 ,+ I NNII ,1 I I I f1 �I! ,111 Ill! I. �� I ' JII111N II�INiI IN., .. i 111 ,' 11 flNty�N1Nl1 0, 1 , Ql d I . II I ti I / 11!ltln d1 1;,1 f, 'I L' k lN1i , t fill. ;11 111 I1 i I 1 1 , Ill, 1 Q6NINNf11111 ,''' 1�! ill) ,Ii ,�Ilj II� , J 1 III II 1 ') '1,,,,1 III{II .I,.. b�� . ,1 I 1 I I,! - I iI '1 III 1,, Ii 111 S .'+1'' I II j fill' I I' !{I 1 ,I ', II 'i 11 'Ip,,+1 I '14tip / 1+' I III,,,II II I'I Ii III ,, ' 1 ,1�' ' , I I; ,11''' I I �If Tit 1 1 1 1 1 1 II I i. ! I,I L... IIII 1 I 1, l 11 I I` I l 1 I +q,1 !I it I ,I ,,,,,, I alt' ' III 111 I I I I �1, 1,I I ,n............... " ''I'! 1 I IIII II II I!Illith f I'I 11 ''h,,1 ,;;,I I! ONSTRU%.W ,,,I I,,,„I (,, ill Ii II , 1 a 1 'llI C �� EDIT ''1f, ""' 11 ' I I II I II 1 Ill '; I I I I) I NI1 '• 1 I 1, „IH'P , ' I I III I ,I I I ''. f'' ,111,, 1 I�' III 1 1 I I ! ! I,It1j 11 Illlll ''nyn.,,,,,,, 1l.,pp, I 1 , I! ,I J Ii'' I Ill)' ,1 ' I h, 11 i11 ii 'f'4jh,Nr,tI N I. ., I I , II 11111 ,I 1 I!11 I I I I I ; ''1 1 ll 1, I I' l I I. , '`,�' . I 1 i I ,' I,II , II 1 ,.... I 1 I'' ' .111' IIII X111; , 1'III,� II II I ''+, 'I 11 lt{I I� d 11 .1111 'If I%: 1',If1, ,;, l 11 ,I I 1Il � +, II III' `HOLEY uOt.FY' . DON'T Sz: CAUTION DIG 17 �, SHOWN OON THIS PLAN ARE GBASED RUPON NABOVE I!E:S BLIND `� � GROUND EVIDENCE (including, but not limited to, \`�illik„ulu+ueu,,,,�� ../ manholes, inlets, valves, and rnorks made upon, v�0%',� M 41f, �� X , the ground by others) AND ARE `iPEOULATIVE IN \��.�`' _ _V�Q ''�,,�, ��, NATURE. THERE MAY ALSO B': OTHER EXISTING ��N ,'rte`, T . `, I 'r,' � UNDERGROUND UTILITIES FOR WHICH THERE IS NO 3 r No. '`I ABOVE GROUND EVIDENCE OR "OR WHICH NO ABOVE 1-SOO-382"'S544 GROUND EVIDENCE WAS OBSERVED. THE EXACT 0348 ; r CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND S % -� \ STATE ( �` 1-8100-428-5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR O .' �� PRIOR TO'ANY AND ALL CONSTRUCTION. -0, �•�,NDANP,,' ��' FOR CALLS OUTSIDE OF INDIANA WENKE FRONTAGE ROAD CERTI�FIEe "'�'f""'"'v��"`` _ REVISIONS __ i -- _-_--J-REVISIONS _ _-'- CIVIL ENGINEERING TECH SERVICES CHECK: GRAW!fVG T!T � T�•D 6-21-95 ADDED GAS AND WATER LINE DATE: L` - Dw,, r-E FILE tiIUMBER SHEET- 6-21-95 -ER ____---_ --_- -_-- _.______ _ PAUL I• CRIPE, INCIIII � L AI`d D SURVEYING 4 21-g 5 ! n /� -r----_r----- ---_'T---�---- __._,_.__. --�/ _ '/ - -__ -�---_-_,-_-_-.._ __ __-- -- ------_-_._..- _ 717 2 GRAHAM ROAD A R C H I T E C T J R E SCALE: i GRADING/UTILITY P L A N C202 - Ill__-, ,1' INDIANAPOLIS, INDIANA 46250 _ JOB Nur.�BER DATE -� _ __-__---_-_-_____ �.____-_.� -- 317 8 4 2--6 7 7 7 • LAND PLANNING - __. ___ _ DATE ------ t..=3 0' --.------ -_-_-__ -- ---- -93366- X}100 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DATE 02--'14-1995 !'i ME: 1'7. 1 i"ILE: m \93366\zO 1O0\CAD\ENGR VAN 1 ......... LECEND A S7��AW cl, ............. RIP PAP d50-8" F [.(-17'7FD BARREL OR TRA W P A L E S I II W H SWALL DWEN7 BAS 8 A R S R IER- C .......... K PERMANENT SEEDING WTH MULCH ............. 'N, -7-7�` ............. .... ....... ............. .......... ................ .................. O • 444 4' .. ...................... ......... ....... . .. ........ ................... .......... 6�) .......... ....................... ........... ...... .... ................. ............. ............ ..... ......... 717 ,QQ - ........... ....... ... ........... ....... ..... 7— ............ ........... . .. . ................ ........... . ..... .. . .... .. ..... ......... ............ rN < It . . ............. ......... 1.......- 4 77: 41 .. ........ IVP/? ........... .............. -- -- ------ .................. /> 1:::�.. ....4. ..... IT tilIl......... .. 41 .. ......... 14111, 110" RA P J ........... 1441, fill,, hitilli wz— 7-1 tillit", z Z. �J L till -0 F x F rL- Oki, L it , ' I ) I�INhNN � "'mow T..,-. _ 41, il likiliti; ij t lilt A fill ll L A jo It 'C' @SJ*M MRS Cgflk",;N Ll III lit "'m), Youy- C A L,T I N sz - DON'T z GC A 71C, Nll, 7 AI_', DIG ON 1."W, PIAN ARE PA5FD IJP,,,)N AKvf C�ROJND FV1()Fl,,(,E (Including, 'mt riol limited It) BLIND rie4,,, volt'.I �, !nd rl(,Or'�S 1TIijdP LjD0f) ss\\\*�,\\\ ""',/z 'he. grOJIG 'v -0%.,rs) ANA AF"- I W' IN HEP-' 9E WHF- t-C NATURE. 7 MAY A',-',, �'Jr Ni R h1iiC;-' 1H itj �kS7 F- , DERC j JTKITIIS FC. ABOVE GROUND EVIDENCE OR FOR A-polk No. GROUND EVIDENCE. WAS T!4 FXA(�' 1-800--,382-5,544 j, I 930348 CALL TOLL FREE LOCATION; 01 SAID EY;STING JNC&,,,, ?OlJND -10 x UTILITIES SH(XILID BE VERIFIED BY -iHE (1',,'NTRAr;0p, HENKE FRONTAGE ROAD STATE OF 1--800-428-5200 PR!(1R TO ANY AND ALL CONSTRUC PON FOR CALLS OIJTSIOE OF NDiANA FILE NUMBER SH E ET., D ING T YPF TI -7 -,HFc L)ATE i i L F N G I N E F R!N TE K R EA SI(31 N 4- 21-9� 1 --------- ONTROL PLAN _ - - CE RTIFI PAUL I. CRIPE, INC OSION C203 i ER 717 2 G R A H AM D AR(>i FTEC TU P.E SALE- 6- 20100 3 3 6) olm mill, INDIANAPOLIS, IND!ANA 46,250 LAND PLANNING DATE. Y-.21- i 6777 L onalsom 4---- 8 (31 ,7 42 GATE V N P\'9M�61t!C'I WIN VAMIMI wil Ali FLOW LINE i I. ---N`,, GAP IN BALE` SF CT'C)N 02l SE,O(JENCE SECTION 02930 -- SEEDING f,(, 11 'Scope The fcj,cw,ng is list in stquenc�, ot control sc^�! el A temporary seeding mixture Shall be used in the areas where stn �pirjq or filis have beer graded shall be used for silt —(,�NTRO! SE.01JENCE C�'," , -1 the erosion control EROSION I 1 1. (1 -rnsion protection, or as shown 04 c),)trN' must De COrried 001 occord*lng to !r1l,11", 'Sioie Rule D!ol After 9l oll construction areas ore to be seedi referred to os Rule ,, {General Pel for construction $cndding or matting sbill. be used on oil "ales over 2% slope cicijvAles Stclm water 1'orttl ocn-inistered by ;71"iw1a Deportment Of I and enuonkri in excess of 4.1 slope, or as shown on the P!,.A I'J A' Fnvionmel Yonogernent, and/'x the c,,-o, Plonning Deipartrne-)t n �11 erosion control Pion. the county where constrl activities ore to .,)ml,)ence. Erosion control oltivilies 1-nJ'st begin tl commencing construction, dding: locally grown Bluegrass blend uniform In color, continue thru the .0l)l ono rointoined following construction type, density, and tlljCknl until the urea is stale OL O4her erosion control rneast,!,e may he nil during the Permanent Seeding. March 1 to May 15 rind August 10 to _71�, se as pTr)LI,?r,.s 0�,(-rue 7ee, to ll)e injiono ri:indbocill for Er,�sicn Col 3, rtoter- Ir. (Doies may vary at discretion of Landscape phas ts of Pule 5. 0- in Developing Areas for outer rnil to 11-eet the fPquirerner- Acll depending oo weather conditions.) A Swoles/Siopes: Blended mixture of seed shall be applied 1. Contractor shall install sil t,rji)s and strove bole filters, as "i of ir,itiai prIcse cf cry *I.)rli to Insure it the rote of 110 pounds per acre. The mixture shall consist of Qj Mustang t:jtf--tyre Toll Fescue, 3OW Banff BALES ENTPENDiED maximum retentive on site. or Wool Kentucky Bluegrass,. 30# Fiesta �'eter,niol 4" 10 �" 2 Vass 9l the Site (sides of swoles, mounds and ponds to be Ryegross and 10# Rill Bentgross. seeded and mulched upon comlp!et;c!-, Terripol v _;ECT10N N A SWALE 'DINTS "A" Seeding shell be required for .ail swoles and distjr I bed areas B. Grade l Area Ad.oci 'o �:Ivement: Blended rl of N 0 E: PPOPER P'LACEMFNT OF A SEDIMENT BARRIEP �ir a tirne peiod t,�jj� sped shall be cpplied at the rote of 90 pounds per acre SH01,1;.1' BE. H!GHER THAN POINT "B_. (MINIMUM 1_)F I'l BALES ARE that cal be finol seeded w:, 1 The nxiure shall cc�,.sls* of 35# Mustang turf-type Toll prevent Siope err,)sicri. For temporary seeding the Mill shall j!jiiz(, n last growing seed of either oats, Fescue, `tO# F;etito Pel Ryegiross and 25# Banff or 'Wabash annual rye toss wheat or rye depending on t,rne 0! Year . 9 1 n,n'l o' ol! time:. SWALE SEDIMENT BARRIER Disiur�ed areas shall,be ol to 4 Tef-r),,oral Seeding: Conioctor Sh(j!j ccr,4, oi 7t,d Dr. all 5,re.OS surrouf-,Iirq ;)'oject by imtrhhl tone 51,r4a,,e 31' �Ijj Voy 15 to August 15, 40P/ocre Annoul R�yeql all or wheat loco,,*ns where 'onstru(,00r', trOli(:, �ecvp�; the siLe Dust August I ust 15 to I`40,(C1,n`lhef 15� 2 bushell Rye (q, shall be kept tc, :I by Util*Zry Sp_lf1`11 u C.VUrn C March 1 to Mci 15, "$ bushe1S/oct- 001S vqet • '17V On adhesives :,r cl?hef approved rnetlh,lds 5 F-rt;1,zer Commercial analysis 12/12/12 applied of J rote of 603#,/c.cre Apply lime tCl raise PH to the !level needed 4 Maintain UIl Ono traps (1u,,, )n tC for species being Seel Work fertilizer and lime into the any D!ockoqe,, f,crn occ.;, soil 4,0 o deptl; (1 2-3 inches, seeding and straw bales TOY b-s reqoire) d-1 1, ,I)Sel Servie. R" E VE N I' P I P!N C', os specified -by Inginftf :), �,r` V, All Hydroseerling S+10!1 be 0, ac'-ordcrce with the preceding GAP,- lr� rop sh,_111 bE,, pieced -ri oreas of v0ccitY f_5 ir I )Ient 1(y odo!klnol �lp ":p lm,nimurn size Co. "STAKED --RAA EIAi_� 011 ht' paid f o n G j n t -i il straw to :-)e used where application IRB jN rot show": or Orl-C! SPeO�)J, Sr`� �_,P A_FF ?UN^frF WA 'dr Cu I C )n per F is rri,�dll t'-y r)� i mulching at the rote of care TEF *4 1 -� be used orl�j \N/ SEU,VENT Fl_ Ems; ocr e -,,.raw uniformly in a 0,)rrr, c - 'thin `4 ✓ contro�i�r shloil oil son -,01Y sewers, blarket 0', the rote of 2 tors per acre within .Ifter �,el 1 hoard C'uRB PER 14.,j 04, ojj rA KA E t P E.Q L) R,E ME-NT t �Obr�� Fc;bric ,;hall be nor:-wove-, cI; dromoole swalec, 0 ,ol Dui)rr�rpyleire c-t X `77 -oQ��,sed street or�os s-(ji re os ir A�i p zec OIL, Sunyrade s -Qr,,rfc pri: ro 15 estcbl;5Yil )iior to germane; i T All Jistu,-,,ec! nreCs Sip thill, ui& r,_l., �-e Pirril-oteri Fxcept in "Dore o,eos EQ if gllcd-,,j �cv�,s aurinc; °cernbEr 1a,uor,j, or Febricil no we :yore !,pring p!ant,, t,rre; t S s(, inient filters and trol:)s cile 11, 1r)rt-L1-,out he cor,s.l t)hr.`�e L" i, d ci; te,-jQorar, l (-T 7,- , _)ii, RAI foot bph,�,d curb) 1 ey L_ T AW A,L L URB RIE. S a,1��e Ie sfeljt,, ll seed os S,00n 0 sj Resfleoinci ,'T ay be require'; after 0'111Y iive it "neir 'xns within 10 days. 51holl be seecuo with ine 3et-dirq; 1,foap sprinklers or ct.- —ethoas Rl cny areas rot germ'Poting or dyed ot le'r"DIS CS 7)oy Df 'equired f'Crl to ISI 'Inj eKeC0r.' necessary ael a fu1 Siam Of g'OSS has peen ne sho 'he Cwne!, Ow t; a r,E�,j j in areas All Ail j P Jm l iL - V te vVie r- se 77, na X37-T77' T 7-i7 OSs DN [DON'T F C I ON LIN L,-X4,"I'jNS i-'* A; L fiN6 UND RrIP9j"P �;TIU'19; ON REF SH,r,il DIG 01N TH!') FL AN AR� B^,`,4ED l ABOVE F �r;'UND (Vli�EN\H b,lt not ill to, BLIND r, j!VeS, nd m,)rk- l oon ARF 7J1,A1VF !N -7t the around by otliers' AN- sp� NATURE. THERE Ill 41'A) BE ` ,N` INDFRIrROi,!ND UT, FOP, 'el IHI.R[ NO 17 AD'VF l V"�R Ill I Y, No. W A' 0:1�1 S E WE 13. THE E X A 1-800,-'382-5544 �,!`,V'j I"; � I.J -1 0 F S A 1 D l X!S i N ul t 4D)E R G R d N 930348 CA�,, ll FREE LCCAT�(,Nl J R1 0A D .�Nrr.r...Fml:,C PF iHE C( JRA AGE AD STATE 09 4., 1-800-4208-5200 l 1') AN. AN�� ALI NOIAJNA S E.E T: AW,N C, T 1,Fl. -------- VI: rOR CA!I '0MV&Vigil RL vl��Il Al Y T 2 Tl 4� it (',ERTI', cL1R\,J `116., UH PAUL 1. 1PE1 INC", h6l) 7 R A H A M A A7, H 7 -r`.T u"V r 71 1 N A A OL S, N 1 AN A 4 F- W Ill X/1", , ;�. '- � i I 7' l '*jA"4" j "Vill 41 40,11l Yr V"an, 1:S'k,1W I 1p�,� XM10%.*Wr 1*1WIl-b RIM.�Wl 7w,!�11 V-4 1U.1 1 1" Al V i, T4� V X" W, TN"',0, T X-, ,% i) oc , _ � � �, _ ' , l - _. _ - ,.f'�" •'r fir"°'° __:.. NOR THBOUND U. S. \ - — t��l „nwt"WI.• • n • , is i ,,,, r .i � � ��, i �,i :i,.: i.n ^, ,.., :. �. � : ._... _--�►r..�,��_.�_.r_ .... � .. , CON : •~a,,...,.m ,_,».,.•n.�,,,,,•., ,. .,.,...... - - . � .. _ ... . ,\ C.DtTC+1 ;��"�.,,'n,.,.,..,,• I:::: �. ,ass :.,� .,.,•::.,.,n„ �,•.-- � . . 2400 2 3400 _ +50 r � .189 2� �, 0 — _ µ — • _ — — — _ 5+p0 6-f 00 I � _ 1 • _ s v �_- r 10.5; r - —`---- _ q 01 _ _ r —-•_ — i �i' S 1 - PVI ST•A - 0-t63 10 PLAN ONE . PA ELF_`d = 026 36 A.U. ABU" .9 . Ulm" I CURVE DATA TABLE LOW POIN' EIEV = 819.35 —______ _— j� + r LOW POINT STA r 3+11,95 L -_ AUIU42 G li CNJ',f ti l YAti •E 343 FOR',7 0 ——B �p2 � — L 84 A� 2r1 ' Cc 2 _ _ 7500 97 ^395 v— i�94 1 Ni"41 03 E ; 05i51B Cn I —. �^ _. c I [OTC Jrr 1^'43'(i2 P VI STA = 3+04 _--__--____ _____ O ��0.�0 4 A L i.1 44 y8 N1 — PVI ELEV - 818.50 f y A.D. r i 5.76 V �.. K = 208 , ILL) ��)i�1.� ti�JC li 111` LEGEND PROPOSED GRA'V'E. � PROF'C�ED ^BADE EX:STiNG GRADE Y 1 �� EXIS'fNG GROUND �. RcF ;' kM SEYr'Ek 'r ' 1"11�r RT = 820.46 I r j / 12" F�('1�' STORY SEWER Nv`ERT = 820.15 12" FtuP S 10RM SEWER/ 816.20 I I 'I'NTERL'INE D,PVAT10N PR(�'OSED CENTERLINE ELEVATION +I 04 50 � � �� STATION 4 X5' CONCRETE BOX CULVERT INVERT =- 810.0 �..+C?N"TE uctE' CAUTION SEz L007IONS OF ALL EXISTING UNDERGROUND UTILITIES DIG .� �•� SHOWN ON THIS PLAN ARE !BASED UPON ABOVE �,INK.J GROUND EVIDENCE (ncluding, but not limited to, I�Fr,..J manholes, inlets, v ,es, and mocks mods upa+ j C the ground by oth!rs) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER E RE IS �n UNDERGROUND UTILITIES F OR WHICH THERE 15 NO J ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE 1-800-382- :5" GROUND EVIDENCE WAS OBSERVED. THE EXACT 8` SANITARY SEWER _,•--'' CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND 'd�• 1 = 80�.3 1-800-428--5200 UTILITIES PRIOOR TO ANOYANDEALL�CONSTRUCTION�TRACTOR �CIR CALLS OUTSIDE OF INENANA 1),47711f FLF,1' t HOO 00 KEY v w urn v vc�- I I I v n cv a L cv r3i u� c, ! c• I'c-� a: I;n IL- Ir -fir Ic= I D ri'''/ S - BEGIN VERTICAL CURVE NATION CJ) o f` V c!7 r.. p N O r T L(7 ,I rn - I .. ! - .:: r` r- c:LD -R� C �u� iNN�Iiu,l:., IN r`.l <. CV :. .Ir„ N I _ — vii _ _ ., CV CV "-`. CV N c N .Icy :ICV I N cV CV 11 .. 1� ..,'� 00 00 OJ LrJ (X1 1 0✓ - U7 Q.� I '..I ,.... N� y co <t c!7 c!'7 co _ I I( I \' _ CURVE 0 1 I an as oo ao o0 0o co I ! oc) ` .I� IcO co IoNo of ac io`"o o"d ice' "� j 6J E BEGIN VERTICAL CURVE ELEVATI E. MvR I 1 E i -N V RTI STATION - . ._I_ . - _ . . _ . _ ( �C� END VERTICAL -I _ . � ) ' � I ! EVCE — END VERTICAL CURVE ELEVATION . _ . . .;_ _ _- i. _ - _ I . .. ._ .. f - I__ ____ ._. _ - . . ._.(.. . . . _ .( P zi - POINT OF VERTICAL IN1•ER5ICITON 930348 STATE of PROFILE ONE HENKE FRONTAGE ROAD r „ REVISIONS REVISIONS ----\ c �K DATE. I DRAWING TITLE: DWG, TYPE FILE NUMBER SHEET: CERTIFIt �">". _ _ _ ____ _�_____�_._____.___ __��` PAUL CIVIL ENGINEERING TECH ERViCES CHE I�. CRIPE, INC. 0 LAND SURVEYING / � n I 4-21 95 ( �— n F) � ,L ---- S TR E E I P L,G N 8c r R 0 _..E 0301 7172 GRAHAM ROAD C 1 /y�` ��`' i`"� SCALE: _ J�'B NUMBER • AR�,H I TE�TU R E sue/%L1l'k--- DATE � ____r__ INDIANAPOLIS, INDIANA 46250 -- — -- — DATE – -- HORZ. 1"x30' 317 842-6777 0 LAND PLANNING DATE: — Il—f'j— VERT. 1"=3' 933f�6-- 2010 �A!L 4 "�i`}', IIIJI '4 !it.: N 'G.z;hr, ,'i)i�,-q�`.i,1ji�EN(F:��Trafgt I - `y 11 ` L-) ) 0 �s> /�� 0 Cl 629_ �,,' 830.14 � !,, �.`/� � �,_.__ `✓ ME 829.64 '" Q, R30 829 64 /�i ry 3 E" ISLAND" %� 1. �\ti � ("� � v i_.� �, �.J I ,`Y ✓J' � I ' j �- �._. � d � . . _ -'.- .___-- __�, �J 8" ISLAND E. j SEE DETAIL SHEET C801 -ND rn 827.02 _ 0 6.93 , 6.52 �..."... . ...�....... �.R..»w � ,,",,? ,. 826.2 •� — - _ _ _- —___—_ __ i._-- r�i� WE �l _ _.._ __ _ _- r�7 ✓. N ,,, SANITARY SEWER A L A 825 4� �\ 'a 826.57 ._ �� 826 'r T� �• ll i 8�4 80 '% _ Sp �� j -- - 1 STO M SEWER j _ - - -- I � I I p825.17 - ` r 1/ . ST. HWY. R/w LINE -i C)2 TC _ NOT[ Si GN PST IN 7'x4 PLAN ER 12' �Ir�,, rNRU '�` '`,� -- - _ \ `) ,Air''ra€Fti+ENSRIONSDEpCTca JTardrREC(�RDECVORMAO!v �EFErn:C.,,v ar,D Pl t'T F Ip A' INF(P'.MA i' N --; , �+ 'LEER TG S�q- ".202, GRADIN" /,J'IL!'Y FLAN F,' MORE INFORMATION ON GRADES. EX. 6 ASPHALT CURB r—• n I, t J> i I AHOrE�MOLEY CAIN DON'T DIG LOCAT!ONS OF ALL EXISTING UNDERGROUN „TI!ITIF5 .. SHOWN ON TH!S Pt An! ARE BASED UPON ABOVE BLIND � GROUND EVDENCE 'pnc!u ding, bt,t not fr^ited to, manhcoles, inlets, volves, and marks mode bp:)n F- A40 , ,� the ground by others) AND ARE SPECULATIVE IN � NATURE, THERE MAY ALSO BE OTHER EXIS N6 UNDERGROUND UTILITIES F-OR 'NiICH THERE 1'� NO ABOVE GROUND PADME OR f OR WHICH NO ABOVE No. 1--800-382--5544 GRGUNo Ev!DEr,CE VAS OB RVED. Tt,E E xacT 930348 CALL TOl� FREE LOCATIONS t;r SA!D EX0'NG UNDERGROUND STATE of : 1-800-428-'5200 ''r:�ITIES GHOUL- BE VERIFIED Br' THE C'0NTRACTOP PRIOR TO ANY AND ALL CONS TRLII,'T;ON. • �` �NOIANP. ��, r OR CALLS OUT;IDF OF INDIANA H E N K E FRONTAGE ROAD S/ CERTIFI��"'� " Rc V1 SIONS REVISIONS • CIVIL ENGINEERING TECH SERVICES CHECK! DATE: i DRAWING TITLE: DWG TAPE FILE. NUMBER SHEET: t-- ----- PAUL 1. GRIPE, INC. . LAND SURVEYING A-11-95 I T-� �� _�_�,___�_____�.�� __ __- /� 7172 GRAHAM ROAD ` �___�_� ENTRANCE D E T A i L DATE --" -"�" — __---- �— -------- — -- INDIANAPOLIS, INDIANA 4525p • ARCHITECTURE SCALE: 0401 JOB NUMBER 317 842-677 7 r LAND PLANNING DATE: 1"=20 93366- 20100 DATE: 02-07-1995 TIME 12 28 FILE N:``93366 20100 CAD' NGR 93366C51 Z-7' — ,, X1.5 r"C=fit 9 8U �p r�Jf E M 'rfB E I LE uRCPOSEC GRADE i PLAN E rjl 3C I 1 j Q FX:SrING GROUND DI c� — <f L :N;-. �ErrrER,-INE F_EvATIoN CO IoJ -� PR _ 2 !NE ELLtiATION r )POSED CENTER� �� + cc W > > a W, N W m �r 0 FX!STING SANITARY SEWER i - ` „� c PR'JP;,�t_1: SAN!T GARY ,EYVER -e Ro p SEC STORM .EWER i ,' -- __ -_" S,i.Wkl ARE ArpROXIVA'l, uA.K.EN PROS+! EXISTIN", GRADE TO iNVERT `F PIPE. !.L SAN IARi MANHO�F CA_TINcs ;hALr. BE N-rrN>H '-1712-8- x CR E JUAL Wi( JNCLA,_Et- p ICI; HOLES ' II I � � 3 A5l:M_vTS ARE SHOwty )R REFERENCE ONLY AND 00 N0: I !+ECESSARILY DEPICT AC-TIUAL RECORDED INFORMATION SEE �or<L;E[� Pt AT FOR EX,aCr !NFCRMA T!v . I CGN1e{AC70? 'REQUIRED TO F>RO'VIDE AS-BUILT ;`RANANG'S I _ � NE A(CFP'jING AGENCY TO CERTIFY THE ELEVATION AND SL OPE j{ SEWERS AN;rARY SEWERS INSTALLLO A T A GRADE 'E SS S TNAN f REQUIRED BY THE AGENCY WILL. NOT BE A"'.' '-D THE CONTRACTOR 1 I '1 Ilj I C' .r ,.E >�At� PROVIDE FOR PERIODIC A 91)IL CHECKS Exd THE SEN►fR DURING ,.UN- PjCTiGN TO ASSURE 'HA ;� SI)N ,BADE IS BEING MAINTAINED. I E 3.CIiPA ')NAi. SAFEIY FUJG HEALTH ADMINISTRATION (OSHA) STANDARDS FOR XCAVA7 JNS, FINAL RULE 29 GFR PAR' 1926, SUBPAR.6 "P" APPLIES TO ALL I j EXCAVATION S EXCEEDING FIVE. (5) FEE] IN DEPTH. �C__:; i I r `; > N ADDITION, EXCAVATIONS EXCEEDING I+MENTl' 1201 BEET IN DEPTH REQUIRE THE l � I I � ' DESIGN 061 A TRENCH SAFETY SYSTE!� BY A REG STERED PROFESSIONAL ENGINEER. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH. THE STATED REQUIREMENTS. 7 VTRACTOR SHALL VEPIFY LOCATION & INJERT ELEVATIONS OF E,,X',STINr; C SAN!TARY SEW;R PRIOR TO :-ART OF CONSTRUCTION VC t MOLEY" CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES DIG SHOWN ON 'rHIS P!AN ARE BASED UPON ABOVE UR!iUND EV'DENCL (including, but not limited to, BLIND manholes, inlets, vdves, and morks mode upon Hoe) 1 i)(? 1 I �_ . . . I . . _ . . _ .,. . . �l the grou-A by oihers) AND ARE SPECULATIVE IN r r .I NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROU N D UTI UTILITIES FOR WHICH THERE IS NO M r I I VI OR C ABOVE ,c c0 '�? -.�? �- r� I!� j� �- I d� 'I�� I rp �:c� r�� r� cc a� c7) �7; C ABOVE GROUND EVIDENCE OR F Nh!1 H NO A M l C/ z? � jr !�! c ; N I� ~' ,.;In l� cv icv N Ir`' �`� IcJ Iw a )C) �!r �'ioC u� .ap c0 ��, �� I00 op lcp �� I` in0 lop op op � ,� � :z �`�00`"�8ah..'"55� GROUND EVIDENCE WAS OBSERVED. THE EXACT �_ . . . _ . . ._ . . .� . . . CALL TOLL i`P.EE LOCATIONS S P'LD SAID 8E VERh�DIJBNDETHE POCON]RAC]OR No. 9.30. -$00-`8`500 PRIOR '0 ANY AND ALL CONSTRUCTION. FOR CALLS OUTSIDE OF IN!,ANA �. TA?E OF i? PROFILE ONE HENKE FRONTAGE ROAD "�f7!tflllll". CERTIFIED BY ---_-__-- - r`VISION, ---^�--^tom-�- ------- -- - - - • CIVIL ENGINEERING TECH SERVICES CHECK i T 4-L1-35 DRAwI" C� �ITLE DvvG TYPE FILE NUMBER SHEET: RE"VISIONS I F?E PAUL 7 D A I E._____.-------_____..—_-___ 1. RIPE� INC. ♦ LANG su�vEYINc !' , "� _r r:' v , / SA! ,� , r AI . SEWED _ _ _ C501 D, ti G�GCJ SCALE - JOB NUMBER 7172 GRAHAM ROAD ♦ ARCHITECTURE - ---..____ � 9336620100 — I _ INDIANAPOLIS, INDIANA 46250 HORZ. �'=30' qq�, -__--OA'E ____-_.. ___-� -.______ --__-____ -.._-.__ ___ _--.___--- 317 E3I -6777 • LAND pi_ANNING �` DATES �/_ S I BERT. 1°=3' PLAN & I ROFIL - r - [>A1! : i12.-01 1u9b 1lml- 15:55 f it E: N,`9; �G' 1021"1� C-AD F,NGR�EN!RAN�� 13iF�fi(;�i) SECTION 02730 SANITARY SEWERS - Carmel Junsdiction 1. Scope of Work 18. Trench shall be opened sufficiently ahead of pipe toying to reveal obstructions, and shall be properly protected and/or ' The work under This section includes oil sanitary sewers, barricaded when left unattended. Loy a8 pipe in open manholes, castings, cieanouts, tasting, permits, trenches, except when the local authority gives written governmental inspections and approvals, fees, surveying permission for tunneling. The width of the trench shall be ioyout, and related items, including excavation, bockfill, 1 1/4 times the outside diamoter plus 12". Sheet and brace granular fill, and dewatering necessary to:,complete the work tren.-h as necessary to protect workmen and adjacent shown on the drawings structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches 2 This is an outline specification, In case of conflict, the free from water while construction is in progress. Under no standard specifications of ,he City of Cermei Sanitary circumstances lay pipe or appurtenances in standing water. District Standards for design and construction o' sanitary Conduct the discharge from trench dewatering to drains or ma sewer May, ty89 shall govern for all installation and natruol drainage channels. materials, 3. Son,tury sewer pipe shall be "Contech Truss-Pipe" conforming 19. Forty-eight (48) hour notice shall be given to the City of to ASTM, D-2680 or PVC in accordance with ASTM D--3034 Carmel, Dept. of Public Works prior to the start of (S.D.R. 35) and ASTM 2321 Minimum cell clossification for sewer construction. Also, 48 hour notice shall be given PVC and PVC ''iuss pipe shall be 12454--8 or 12454-C. prior to any testing done on the sewer. PVC Face Mains Shall be class 1200, (S.DR 21) per spec. 503 4. For all sanitary sew., joints, the Contractor shall use 20 All connections to existing manholes shall be core drilled gaseet type joints No glue joints shall be allowed, MANHOLE. STEPS SHALL IN POLYPROPYLENE, P NON-COPRO E insiol!ei and manufactured in accordance with ASTM C-425. 21 All pipe openings in manholes, including laterals, shall be COATED STEEL REINFORCING OR AN APPROVED NON-CORROSIVE fitted with rubber rings gaskets. Manhole sections shall FIBERGLASS MATERIAL. THE. COPOLYMER POLYPROPYLENE SHALL a gas MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH / FRAME: AND COVER AS SPECIFIED 5. Ail sonitory manholes shall be "precast aoricrete" manholes have "0" rings, which shod meet ASTM C-433. Manhole DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORM-- n accordance with ASTM C-478 and Sect;on 720 Kent seal woterstops shall be installed at all connections to !NG TO THE REQUIREMENTS OF' ASTM A-615, GRADE 60. shall be used at n onhole section faints The beduiny manholes, where flexible-type manhole connections are not NOSi-COATED CAS-f IRON STEPS ARE NOT ACCEPTAnLE. i beneath, sewer manholes shall be a rrt,r6rnuT of 6 Inches of y'2 used- stone beneath the manhole base. "r" PRECAST C'ONCRETE AD,iUSTER 22 The contractor will be required to provide as--built drawings RINGS G" V,N. - 12" MAX. 6. The i of new r,onhole ring and cover shall be as speckled to the accepting agency to Certify the elevation and slope on the standaro detail sheet of these plans. of sanitary sewers. Sewers installed of o grade less than Y ( NEENAH R-1772-A COVER WITH R-1712--B-SP FRAME ) - �m?_4" 12"MAX required by Ten State Standards will not be accepted and The ,osl nq elevot cr s ore se'. cy plan However, the will be the controctor's resporsbbil ty to instoll properly. t Contractor sholl provide for periodic as-built checks on the c,,s ings are to be cdjus ed In the fiela by the Engineer's BLTYL RDBBER (SASE � �I - `O�'ENTPIC ''ONF SECTICN -presentative should o discrepancy occur between plo^ grade sewer elevation during construction to assure that the EXTERIOR BACKPLAST'ER � design grade Is being maintained MATERIAL 1/a"f i;16 /� and existing grade Adjustments of i' or Tess are to b m e ode SSS FROM ! et no cdditionol cost to the Owner. If lustments exceed 1' MIN HIC,KN._. \ ' �,� consult the Engineer for the revised top o costing elevation 23. The minimum thickness for concrete encasernent shall be 6 BELOW T^o OF CONE Castings should bN set =3 inches otrove finshed grade elevation inches. > CASTING, PER SPECS in unpaved creos ord graded for positive ciralnoge away from _ cntiDie. 24 Pipe bedding shall be a minimum of 12" of y8 stone above the �� m" N T. pipe and a minimum of 4" below the pipe. \� l � E MANHOLE ,:ONFORMS 8. No construction of sonitory sewers wi!I be allowed to TO ASTr,A ( --478 commence until a volld construction perrn:'. per 327 I.A..C. 2`, The flow channels through manholes shall be U-shaped with a JOINT CONFORMS 7C) Article 3 from the ndiona Dept. of Envir,anrne.nta! Management the ben'�hwol!s extending to the crown of the incoming and ASTM C-443 -s obio,ned. outgoing pipes. 9 Bock:fili Ground oil structures and oil cuts unde- paved 26. Alf sanitary sewer pipe crossing bodies of water must be f areas with granular I material. Trenches )pen:-.g within 5 ductile iron pipe with mechanical fO in i, I n addition, f feet of paved roadways shall be back`illed with granuiur where there is less than 4 feet from the crown of the pipe material in occordance with Section 211 of the INDOT specs. to the stream bed, the pipe must be encased in concrete to ! 1 limits shown on the plans and details. 10 The Contriuto, shall be responsible for verifying that of 0 fRING GASKET BETWEEN State, City nd County permits hove been obtained b + -� P y 21. No water shall be permitted to flow into the sanitary sewer A L RISER AND CONE �� I "! 'e4oper Grior t:: start of construction c� r rTivv,. PLUS 1 I system. ontroctor shall utilize c pump to ke the water E TRUDAE3LE -AS �y ' 'r ,evel below the pipe. Pump discharge sshall be directed to a !KENT SEAL.. CFa Et sALi tom. �. i The Contractor st•oll be required to furnish the Engineer slam outlet t �= �p --- - MINIVuM wrto o set of prints, marked in red pencil, showinq actual 112" PEk FOOT �� pL l' r 2 >t r sewer loco,on and invert, to intrude ti ?ra' loco,.at, 8 arm Water Connections: No roof drains, foot ng drains ! depth and ;engih. Such "as-boil?" parts must be received and/or surface water drains rr:oy be connected to the sanitary 6' t.E`vF.L. 90T�a �IDE� _.._ __.._.. _ i / by the Engineer before the final contract poyment can be sewer systems, Including temporary connections during PECTIO T CONCRETE outnorzed. The sanitary sewer laterals and stubs construction iFrTI�NS termination sholl be indiccted the surface with g r, etol fence post set immediately above said term nation po:nt 29 Na building iaterai connections shgil be permitted until the sanitary sewer has been tested, inspected and accepted by l 12 All sonitory sewer lines upon completion will, be required ':o the governing agency Failure to comply may require pass a low pre,,,sure air test or inflltrotlon test, unless oddltionol testing, cleaning and televising of sewer lines otherwise directed by the Engineer Said to to obtain acceptance t shall be -1 �_-- - •.�--�-----.-.—,- -_ _ -- cotdcted occaroing '.o NCPI Stociori Method, and =`aii be MINIMi!M 6-OP g" 1 witnessed by an Engineer. InfArolion under test shop not 30. Shop drawings of all santary manholes ore to be submitted R . . , <.. _ , .1 . ,. ,✓ _o i40 of sheet C901 IN f .� I exceed 1,,0 gallons nP,r inch of `aside diameter of Sewer pipe to the En ine«'r per S g � p,. g ,,e ectbn 01. _ .r MAIvHQLE .3A.�E SE? per mile of sewer n 24 hours, and inc'usive of all i�' t; '�1 1 v 1 , I T� �� ON 6 i�F S i C,NE 0{pU!"pnanCeS with;1 the SeCi;an being tested SUCK C manholes, house CCN net-lions, etc 13- Deflection tests sholl be performed on alt flexible+ pipe �----� after the frol bockfill has been in place of lease 30 doy✓� STANDARD MAN HOLE/rPIPES 8"--24" No pipe shall exceed a vertico! deflection of 5% (,The •-- following NO SCALE g al,e considered n�flexible pipes: concrete pipe, ductile iror: pipe, cast irpri pipe, asbestos cement pipe.; ""`••• _/// 14 All testing anc inspection; will be the respars!'Aity of the ';ontroctor and shall be observed by c Profrs;icool Engineer fx cerlif,cotipn. 2" 1-r-7,71-RS, RECESSLC% F�USH 6ITI-1 SURFACE astir 1`-- The enas c{ laterals are to be pl��ggef! t'�ghi w�t�: pI � c 2 GONG ALED �� _ NEENAH R-1077- A CC)VER disc cil, cop ccp;b!e of withstoitdiny a tow pressure of, test NEENAH R-1712 E5-_-P ;_RAME without leakoge. EIcKr-:ODES aC 180' � � -,_ (,N92C4--A OR CIT`'- j��(E.J.I.W F�OVI�E�EN'' AP�RO�f=o EQUAL / w! SELF-SE�t-ItJG aPC�;t,A"Cr, ,pr= 15 ,;':ors C bedding os described in ASTM C•-l'-74 (ANS!A 1(62) O� ! FQr JA:. PER SECTION 5 ,'� 37 s.u„ he used, ex ept where speriried Ca 0 D V � rx ASC MOP No. � " f 00 n4 D� W otherwise All precast mor,noles shall be bedded an a gor.,or In hes :mi wnum; nnr�oc�,� 17 Water anri sewer Lines crossings and separotions, shot! be in - rlrJ;SH GF'ApE occordance with Ten State Stondards oral loco! codes 'here shop be no physical connections between c public or SELF-SEALING' < - 1 . .. private water supply system crd a sanitary sewer or APPLICATION-!` I:IIi al t i.. fI 'lf ! oppurtQnor,ces therein which would permit the passage of any �I MACHINED BEARING SURF ACE l poluted water into the potoble supply. Sanitary sewers 6 22 3�+ Ij!Iil ��r shall be laid at least ten (10) feet horizontally from ony - - -'z' ^ - iv existing or proposed water line The distance spoil be ' C ELEvATirJN r' - REPLACE Ex;AvATED IATERIAL measured ed a tc edge, n n� r g cos s where I, is not pocticol to mointcir a ter, ;10) foot separation, the oppropriote Jreviewing agency may allow deviation an o case-bvc7se basis if supported by doto from the design engineer- ch _� 11- JI deviation may allow instoliotion of the sewer closer to a water :main provided that the water main is in, a separate h._. ____ 11. fl?` ` trench or on or undisturbed earth shelf located to one side 34" a 36" `«i _. — t —a-- BF D 'NS VA II TQ BE COVPACTU #8 CRIJ SHED STONE , f _ _ of the sewer, and at on elevation so the bottom o the water _ "I(1 Hain sat feast 18 inches above the fop of the sewer. DEPENDENT UPON 0 G. iv�. �;�I ;f ;Il: f1f fl:�llfi OF RING SECTION IN USA,`. 2a" NOTE: FOR -�,;K OF? OTHER INCQMPRESSIEL.E " MATERIALS. THE TRENCH SHOULD BE OVER Sanitary sewers Crossing water mains shall be laid to SFLTI(N) A_A" EXCAVATED A MINIMUM OF 6" AND REF!t_LEC provide a minimum vertical seporaliar distance of 18 inches W, iy8 RciSHF.I STONE ALL '=iLl. IS TO MEET between the outside of water mein and the outside of the CLAY TWF' REGIONAL WASTE DISTRiC" STANDARD, Sewer This shay be the case where the water moin is either above or below the sewer The crossing shall be arranged so that the sewer joints will be equidistant and as DON'T HOLEY MCCE SANITARY SEWER / GENERIC FLEXIBLE PIPE: BEDDING DETAIL. for is possible from the water main joints. Where a water z ( r )fIUN �� 1 , i� main ,-rosses under a sewer, adequate structural support ' spoil be provided for the sewer to prevent dcmage to the DID Cif Aflt?NS Or ALL CX,T'N ; I,rJDER(�FUUNp J�ILiTIE NO SCALE NO 5CAt_E (CLAY kEG!CNAL WASTE DISTRICT) wotei main When it is Impossible to obtain Draper 1; MAf�HCI_E FRAME rW I ( �[r� ILI(^, ON TH,S FLAN A:a FA` �D 1...I F >E� UPON te3UVE horizontal and vertica separation as stipulated above, the BLIND 4 Cyf1OUNf� t:VIDrN�;E (inciur'fig, Du? not limited tat sewer shall ae designexj and constructed equal to water pipe, � monhc4es, inlets, valves, and morks mode uoon the %'�fnd h others) AND kF SPECULAT vE IN and shai! be pressure tested to assure water tightness prier y E' My ,� < �.� -; q ' y A �.,_1STE __✓�� " NNATURE TNf l?I L MAY ALSO BE OTHi k EX!STiN,,' O ,NDERGROiiND '-T'!,ITIE!", FOR WHICH TI!FPE 1v0 No. ABC rr GXOUND L'VIDF:NCF. OR FOR Yrhili NO A90'A_ 93048 1--800--3$2"5 .,PO;.V EVIDENCE. WAS DBSERv�G THE EXACT CALL TOLL FREE uC4Ti0NS OF AIO t kl, 'N, 'UNDER'GROUND SATE of [Ct, 1-800` 8 . ZO0 'A.ITiE? W)J D HE vEN!Fi C BY IiE �C!+,,-ACTOR T PRIOR IC Al'O AND ALL CONSTRUCfIOi,i. �` vNDIANP �� FOR CALLS OUTSIDE OF INDIANA s CERTIFi B"t` RE HENKE FRONTAGE ROAD �`C1"' `v'151CNS RE Vi$ICaN ® � ��✓" 4 I DATE: DRAWING TITLE: DWG. TYPE FILE NUMBER SHE ET:CIVIL ENGINEERING TECH SERVICES CHECK:PAUL I. CRIPE, 1Nc. LA N D SURVEYING 4-21-9 5 INDIANAPOLIS, INDIANA 46250 ARCHITECTURE SCALE:DATE 7172 GRAHAM ROAD S A N ITARY SEWER JOB NUMBER V5 O2 (317)__ s42-6777 • LAND PLANNING DATE: NONE SPECIFICATIONS QD E TAI LS 93366-- 0100 DATE: 03-30-1995 TIME: 1115 FILE: N 93366 20100 CAD\ENGR 93366C71 PLAN PLAN TWO -- T r IM,..n' T.,v^ ,..,,..r^ :...\ ` �ti <.,Y f.,, �•^•'.,.... 4W' \��IN wwMHPu, • • xw r,.,,,,,. , u n H : 0 -819.3 X7 ,. �07 y> ' -.. _ , r+ C=8 C 2 TC=8,2393 - _..._. . __.-. . .-._ - 26 W 19 3 701 T _ �o u o sfl 0+00 -71 DI • TC- 23 Oc), 26 7 _ TC 703 ` T _ 23 f Ait 1C=826. , ,,.. _ - I• m,,. '_8?3 _ ---� �Ci p• �� n � Y � ' •'A�n. 11 U +..�„�'*TM rte . I!, ' 1 ( FxTEhD ExiSTIwG 05' CONCRETE'BOX GOLVERT WITH 15' ;JF NEW 4'X'; CONCRETE 6�X CUl'�£RT j PLAN F t 11 &N6 PLAN � NEW , VERRA PECI 01 f�P kIP-RAP S1�ECIFICA?IONS I i I� fUi11. #. I I II,,I .I . I Y1 .l 1 1 700 CNU SECTION � . . 701 I F 1772-A } ST`36 j '02• R 1772 _A._. .._ ST-36 . 703 R 1172-A. ST-36 ... .... . . ._.. . V c� R X501 N ST-36 . I 704 I y i I 705 - 51,11 j ST-3 _ - .{ 00 06 ._ . K , 501-N ST-36 _. . . �. x� 107 R ST-36 n I. 708.. _. _ � . . . i END SECTION. C' O + r,) -. _. 709 R 172 A. _ . ST-36 I . �? )I' a7 Q: r X10_ . . . _ . 1 . . R-1774 A ST- 36 > 11 f R-3501 N } ST-36 x_ yti� O ' � > ? j R--3501-N . . _1 . ._ - .5T--36 � F j -tip CC. � �'')I V� F-._. 7 �- - _ - Cx�c7 tl - i j �'J CI " _ DI �,Ii ,� _+ ,rT cG � �.► �2 , 1 �I�' LEGEND C z �! D. PROPOSED GRADE - C7 r _ O C% r ` Lc I CSI _-I ui �,' CO = ". { OU OG u I F J y 1 C.J ,v IU: �- Z _ _._r rY" �. �``•. 1! - %''� _ ^`1 C.Y--:{� L>J Lv LrJ j C:.? L'l.�C ZI i,LyJ D`iUt'�!_L�� ,,'� _ r __ > �- - > > t," I EXISTING ROUND - - jam_ i Nv o: CT) I, ! ' . D C. C7 r �? (� Jj 117 /y -- -- �In C;GC� �� ti _�I,.TIN�S V')�L1� L' QI O C7 �-- '!. I U _ (`L,.. ice`.'.. . �'t, CD O DO 00 L/7�U?Z �, -°� � i E'iSTING CENTER!_IN17 'ELEV'ATION J O c-' � 1 _. �J L1J�.-_ rr LiJ� r-) -- L(� �� ✓ — PROPOSED` CE TLRLINE F E ON N • Li - fY 3 r� _ _� ^'� ? - - - -- �� J�O f� 7 � �� _3 C �`! "_Y_ Cr: (-, C J I-- �-� I ^a>�� r'.'. )Lr r7rT :a` LCEr n �� f- f' ( L L I1J Cpl w_ _ — G z z , Cis �� l ��. IQ I�; ( - ,r.�- _ 1�t.)� < (� C /7 C/�H- " 7 W r > •-_ r) C 1 -- - - ��. . : _ ._... _. I- r �� r Z Z STATION L, I _. Lij r T. NOTES > 1 " 7 r c T 1. , aJTS SHOWN AR" AFPROXIMA E, TAKEN FR,iM EXISTING GRADE 0 INVERT OF PIPE. Q u �' � 2. FIELD AD,kI`:1MEN1 BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO \`-v U' !NW- RE PROPER OUTFALL CONDITIONS 3 A,L 'TOPM DRAINAGE STRUCTURES (IE, MANHOLES. CURB !NLE IS) SHALL HAVE LENGTH 28',, POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCH WALLS SHALL. SLOPE 1.44 LENGTH 1 3' LENGTH 2�' .�� BE TROWELED SMOOTH AND HAVE A BRUSHED FINISH, SLOPE . 6.9D� SLOP � 3.391, � � 4 ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS 12in.RCP LENGTH : 16 1 in.R CP 1 L i 'K C ' WELL GPOUTEC, TROWELED SMOOTH AND BRUSH FfN!SNLC. LOPE 5 46% 12ir,.R-C-P OCCUPAT )NA- SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR E:XC;AVATiONS, FINAL RULE 29 CFR PART 1926, SUBPART °P' APPLIES fO ALL EXCAVA"W) EXCEEDING Fi'r, (5) FEET IN DEPTH 6 N A7.JI"LION, EXCAVATIONS EXCEEDING TWENTY (20) FEET 'N DEPTH REQUIRE THE DL !GN GF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. IT SHA'A cE 1HE RF`_-PONSIBILITY OF THE CONTRACTOR 10 COMPLY WITH THE ABOVF= STATED REX"REMENTS. ,r•� 'HOLEY A�cxj. Y" CAUTION I I)ET:�l.,iA1 Is'I,F,'L' Z?;%I T('.�f f;L,F;'1` I?'�TZ1A1 f1'Lls'l J%t�T(:M 1:'L,I b' _. _ ES - . . _ -. 1 , 1 lr SHOWN ON ALL ARE rBASEDFUPONNAABOVEITI 1�.../�..JN� SEZ i L 810 OCi <l U SH j� I Q(1 { -, I IO .� �`, ROUND EVIDENCE including, but not limited to, { _ � �_Ir G 1 j � 1. �} .._ c, .) �, �� I .- '{ }I, r� �p lanhole , inlets, and D� T, Q, c3 Im 10 O C; f`" cx� C> N nl BLIND � n c n mc,rks made u U; C I C� I rr1 � ) C'; I �? N J ". f) �' `� •� r`) C�i O j y O �1 C� c•�� ',.i cv{ wjl-, C ;c rnI _ �I. r.. _ I r, cs71 v j �� M c1r I� .- c_7 cv o <�dl�� rv 'vV r�'"� N the ground by others) AND ARE SPECULATIVE IN GT _;J) _Icc J I V IN Cvjry c'�'^1 ' �; �^ �I �� - 1 N SIN " ail`- c� a.),; �X)i r x�I a:l - NATURE. THERE MAY ALSO BE OTHER EXISTING LYl x;'cp ^� a x� ! J ? CYO � I N OC),rx:; O �, 00 00 a a0 W co 00 cc oU 00100 oC. �, I co W � co I --_�..- t I THERE IS NO 00 a) Cx Iro �� I UNDERGROUND UTILITIES FOR WHCH i � - . _ { I. i. . . 1 i . ( ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE 3+00 +50 %fi 0 1+5G 1 t Ju C) C1 f UC1 U+GO 0+00 UL; C 1 + ,)0 " + jC% 1-8100-382-5544 GROUND Ev1DtNCE WAS OBSERVED. THE EXACT E M � ��AL ^TOLL�$RE�2OQ LOCATIONS OF SHED EXISTING UNDER6ROt1ND �. "�151En FOR ALL; OI)T<;IDE OF INDIANA PRIOR T SHOULD BE VERIFIED R THE CONTRACTOR �� PROFILE ONE PROFILE TWO PROFILE THREE PROFILE FOUR f RIOR TO ANY AND ALL CONSTRUCTION. Na. - 930348 STATE OF 1 �S ,NOIANP MENKE FRONTAGE ROAD DATE: I DRAWING ?!TL GwG. TYPE FILE NUMBER SHEET: REVI&ONS REV!')NS i CIVIL ENGINEERII�•.G TECH SERVICES CHECK — --�--- - CERTIFI�1�"'�"t"'' _ - _- - PAUL I CROP INC � - - - �a� � E E V� ♦ LAND SURVEYING f _-S" '1 f ��s. __-__._ __._.__._-____ _-________-.._________.__.-_—•__-_ ______ .______ -'� 7172 GRAHAM ROAD SCALE: _ C701 ago% JOB NUMBER • ARCHITECTURE �c./�•- ---- _� / �----� INDIANAPOLIS, INDIANA 4625C ------ - -- - HORZ 1"=30' 'T LAr� .8C F� R 0�1 LE - 93366— 2010 DATE --_-_- _ .M__.__._.__ ___.�___ _____ _ —_ _ _ _ i7 8I —6777 ♦ LAND- PLANNING DATE. �'",z/ -Q/- VERT. 1"=3' x A ` . . -30-1995 TIME: 13:30 FILE: NA9330 MW\CAD\E CONCRETE C END SEC" of Work PIPE !he work under this section includes oil storm sewers, storm CULART s wer inlets, and related items, including excavating and bockfilling, necessary to complete the work shown on the Rprop to be ploced @) Pay loi 011 Colwl End Siliction on Side ocipe*w Y (D) coiled for on pions 2. Stondord specifications of City of Carmel and Indiana 2- Dept of Transportation Standard Specifications shall apply for all work and materials. Pipe sholl be instolied -i SLOPE DETAI-L_ EARTH OR SIDEWALK SURFACE accordance with Section 715. PLAN ViEW CURE5 3. All storm sewer pipe sholl be reinforced concrete pipe Donsier conforming to ASTM Designation C76 Closs. 111, unless otherwise noted, in accordance with Section 906. Joints -433 latest revision. Groovid end v outlet Fend 4. Subdrainoge system shall be installed as shown on plans and ord on Inlet and 0 100 00 0 cicil, 0 11 be of pipes designated in Section 906 of Indiana Dept. of Transportation specifictions as follows: 00 00 INSTALLATION RFQUIRED� SECTION Y Y -7 BJ'H SIDES OF ALL PVV' the following: cUB--GRADE AGGREGATE 9 gI -A OR 0 Perforated Corrigatea drainage pipe in accordance with #8 WA' HED GRAVEL CLASS "A" WASHED STONE 0 0. AASHTO M252 or AASHTO M 294 PVC shall have minimum cell U0 or, mclx coming 6" cicssificotion confDriTirg to requirement of 12344-C ASTM SHARED E3C)7TC)V D--1784. PIPE MATERiAL: "Crooved(or tongue), fo be the mor" as on Sloridard Raimforced SHALL MEE7 GENERAL INDUSTll�y Mere pipe is to be used for a collector of other subsurface CorKlete Pipe ASTM DetmFortion j I r� t C 76 --- STANDARD F(.'R CONCRETE, laterals and/or sump pumps and in stalled with provisions for 6* -let# M17 TA P[.ASTI(',, cleaning, it may be one of the I'Di1cwirg -1,M *A' Wig (See Shw VE- —.1 A. ABS Composite in accordance with ASIM D-2680. LONGI IIJIDINAL SECTION E + 2 T OR PERFORATED. 18* MAX, '�4 'DR-35 5. PVC in accordance with ASTM D-303 Z) NOTES C. PVC Corrugated with smooth interior in occordance with SECTION A, A INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SEC 718 OF ,'L; SM, SPEC"'. AS7M F949 ANY CONTAMINATION O� JINDERD)RAN BACKrk1L_ �HALL BE REMOVED FR�CR To NSTALATON OF A(;�GRE(,ATE 9ASE ard, within 5 feet of povernert edges with granular material 7l, UNDFRDRAN'�- ARE IN F11-ACE in occordance with Section 211 RE Nl^,QA, I)R-_oE D x E x K Ri R2 Approx. Select Granular F�i! -- We;! graded sand and gravel or Weighl crushea stone that has o uniformity coefficient C-248-') of agqrreqates and contains less than 5 perceni (by Ilf` 2 1/2' 11' 1.8 is 112' 12* 1300 weight) fries passing o No. 20C Sieve size. Cinsite A Dy- 3/4. i,-3. S-11, siixrri. ctloctures. Manhole-,, inlets and catch basins shall — Precast concrete and PIPE UNDERDRAIN DETAIL ST-1 3 AS7V "--470, 1,11lest reivisiciri, Steps shall " ductile iron or N 0 S C A LE W/ ROLL CURB (HAMILTON CO.) 3, OW—Mid 7 7ne Coolractv shall provide a minimum of 1' of cover over PRECAST CONCRETE END SECTION ol! i;torrn sewers Contact engireer if problems ore encounterpd SCALE plan cre for estimating purposes only Actual best pllacernen� of rip rap shall be determined by field condilims ,)nd shoii be in accordance w';th Section 616. T ELEVATION- A 8' tX CONC. RISERS shijil be con!ztruclea in occordcnce with drawings, sub�ct MORTAR GPOU-,--- DIMENS401`1 RFFF�S to any modificcotlon required by Engineer at the 00-4 T'-),MA1IMljM PPE �147 tiri-P i-st,illot;or :s completed and to any adjustments needed ADJUSTING RINGS) ill/ ,' )F1 L_f,;S AN( 4o, `!eld' convions nct adequictely anticipated by the PRECAST go' Wt-.y EiF Wo�'L CONCRETE -0 MAAMIJM PIPE SIZE 27' 48" +vre and number. All costings be 14eench or East WHERE DEPIA ExCE105 72' Al'-7M A-0, lo-lest revis�on UJI 6'. USE NEENAH R-1981-1 OF EQ0UAL 24* 48' A CL C special irslollction requirements 36' 60, STEPS REQUIRED REINIORCED CWRfrt,' PloLe pluqs ir, ends �)f InConnpletl?. piping a', end of work day 112 cr wherever work tops, andi at �+jb� fo- future develop,rent. WHERE DEPTH ExCEEDS OR EOUAL 13 Corr., ,*.in of trenches for piping il, esioblish indiccied z flow I;n,-s and invvirt elewtions. Ntch under pipe bells PRFCA- 0CXACRFjE THICKNESS 13OT7CW �4CTIOIN where cppIicnb:e to provioe solid beoring for er-,re body of )2'- OvER 12' UEP*FH 14 lren�,h rig: Lay oil pipe it-, open trenches, except when the OU 7 1 �jo �4' MAX. DEPTH)_,;) local authority gives writter) permission for tunneling Open the trench sufficient'y ohecd of pipe-lci�nq to reveal any obstructions, The wi'�th of the trench s1holl be the 0 outside pipe diameter plus 6 inches each side for 12 Inches IJ S)TOR M MANHOLE above the pipe'. Sheet and brace trench as necessary to S'T-4 protect workmen and adjoceni structures. All trenching to PRECAST 'OR MONOLITHIi" B07TOM GR0L7 SC A! F W/ CONE TYPE REDUICER -amply with Occupotional Scifety and Health Adminisir'cition Standards. Keep trenchi-s flee from water while cons1ruction CONCRI THICKNESS is in praqress. Under no ,-�,fcumstonces lay p;pe or 6'- UP TO 8' DEPTH appurtenance<. in sionding water �orfduct the discharge from 12'- OVER 12' DEPTH Finish OroclilIl7 treich dewatering to droins or rotr,�ol drainage ch-onnels. 15 Rockfillingi For a depth of at least `12 inches above the top of the pipe, bockfill with earth or granular material IT SPECIAL SHALLOW MANHOLE free fiom large stones, rock fragments, ioots or sod. Tom p 7 11-1 S70C) &N�) SCALE W1 FLAT TOP REDUCER pipe. For the remaining irench depth, backfill with earth 1 N.A END SECTION F—ITT— eriol -ontoir�ng stortes or rocks not larger or granular mota IS T__36 P-1772 'fill under walks, parking areas, than 4 :nches Back driveways and streets sholl be granular rnoterial only - S102 SI-36 P-1772 Earth Bockfill thoroughly compacted, by approved methods. Trenches ;0,3 ST-36 R-1772 100 parallel to and within 5 feei of paved roadways shall be ST 36 R-3501 N T C Fl,EVA[ION constructed the sori,le S706 #8 Woshed Grovel 16 Manhole Inverts: Construct monhole flow channels of I concrete, sewer p,pe or brick, smoothly finished and of S 707 6 14 6" Perfoili semi-ciculor sevion conforming io the inside diameter of 4 Pilostic P0 (Rigid) the ''onnecting sewers Make ch-.)rges in size or grode SSD CONNECTION 4 uolly and changes in dire,,;tion by true curves, Provide 9 sr-36 R-1772 grod 'HOLEY WAJY* (4' MAX. DEPTH.) stxh channels for ok conne�,ting sewers at eoch manhole. DON'T 17 Manhole Top of Ccisting3: Field cld�stments of 11' or less ore to be performed at no additionol cost !f odpstments greater DIG SHO S1 Wl` ,N TI&O.S PLAN ARE BA, R-3S01-N tho.,i I' ore required consu!t the Engineer immediately for the r, ST-20 SSD CROSS SECTION reiinsed top of coslin,� elevation. BLIND t`tie ground by 'NIL ARE ',PECik�ATjv`[ iN NO SCALE 001, E. A#1j 18 ;1hop drawings of all drainage structures sholl be submittea No. lk STATE Or �ITIUTIES SHOULD BE NO SCALE FO HENKE FRONTAGE ROAD CI'VIL ENGINEERING TECH SERVICES CHECK: DATE- DRAWING TITLE: 0 WG. T Yr E L r,- PAUL 1, CRIPE, INC 4-21 95 _T 0 LANE) SURVEYING 7172 GRAHAM ROAD ECTURE Z)1-A L L: JOB NUVBER DATE INDIANAPOLIS, INDIANA 46250 0 A R C H'l T C7021 0 LAND PLANNING DATE: NONE SPECIFICATIONS & DETAILS DATE. 02-14-1995 TIME: 17:44 FILE: N: 93366 0100 CAD ENGR 9 6081 A 6'-0"BETWEEN TRANSVERSE JOINTS �— EARTH OR SiDE'WALK SURFACE ) Cvh�GRFTL CURB EXPANSION JOINT .\ 1/2" PREFORMED — JOINT FILLER - D � -- o's o °o°off • � �-o-° r pO Oo� ° ° °o�cAb Ooo 00 _ rvSTALLATION REQUIRED. TRANSVERSE JOINTS co -- I BOTH SIDES OF ALL PVMT. 48'-0' ----►� 8 WASHED r` G RAVEL OR o SUB—GRADE AGGREGATE MAX. EXPANSION JOINT SPACING X0.8 � ~ � DEPTH VARIES CLASS "A" WASHED STONE 1 0E. 6" PLAN SHARED BOTTO,1 BACK- I OF CURET 5'-0" 4'-0" R/W LINE PIPE MATERIAL: Mtn. iain� 4" SHALL MEET GENERAL INDUSTRY STANDARD FOR CONCRETE, ;�' '�'' "f = MIN. 4' TOPSOIL CORRUGATED METAL., PLASTIC, OR MIN ° F, • u.C.T, APPROVED EQUAL, OPEN JOINT 12' MIN. BACK LL PREPARED SUBGRADE OR PERFORATED 18' WAX SECTION NOTES INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SEC 718 DF !.D G T STD_ SPECS. THE SPACE BE=41ND THE CURB SHALL BE FILLED WITH SUITAB_E UNDERDRAINS SHALL NOT BE INSTALLED WILL FINAL GRADING I,OMPACT',CW IS COMPLETED ON SUB--GE�ADE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT '0 EXCEED 6" IN DEPTH. ANY CONTAMINATION OF UNDFRDRAIN B.ACKFILI. S}1ALL BF REMOVED PRIOR TO INSTALLATION OF AGGRE_GATL BASE. SUBGRADE UNDFR ALL CURB, SIDEWALKS, AND DRIVES SHALL BE UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES !OCATEO PENEATH UNDERDRAINS ARE IN PLACE: SUBGRADE TF.D ,N ACCORDANCE WITH SECTION 207 02 OF THE STD. SPECS. I !E WATERMAIKS, STORM SE'IYERS, SANITARY ;LWE�?�,, ETC_ j TYPICAL SIDEWALK DETAIL PV1 N:O SCALE PIPE UNDERDRAIN DETAIL ST--1,3 ° W/ ROLL CURB (HAMILTON CO.) - - -- - _ _ 4 g, 4.5" I � 1 1' LIP T C ELE.V TOGS,_ - (OR E:avA j TO BE 9RUSH1 D f r. ONTO THE ASSPHAI T PRIOR TO EACKI''.I_ �� PLACEMENT JI THE CONC 6" SLAND - I„ ;LIRFAGE - -� - --- ---- 1 I 'CROO O° 0 0 I_" AvY.�Df TP4{ VAR1E- _L-I @MAY BE POURED H A C B NDER -= , 1 --° ° 11 - a o o o 0-- o° �o ooh^I MONOLIT1eC NTH CONCRETE $ oo ° TREET. 0 00 0'o de'G°c(SFoO°8I 24" ,I �j CURB CONCRETE CURB MEDIAN NOTF.1 E7,PAN.IAN J(ilNis AR' REI]uIRED AT STORM INLETS � P V'0 C0NfRACT:)! JIDINTS �_;HQU�_n BE INS"ALIED AT 1(1' ;SPACINGS .. n !G ":ALE SPACINi, SHALL BE 5 'IN C!,IRA RADI. (;,^N'1i?NCT!UN ,xCAN1`: `x;ALL BE I ?)ED :X2 SAWJ IN Cr��TI�i i;d.xY POURS E' CURBS TO A DEPTH ')F 1/2' VIN ROLL CURD pV`.1A 1 I o d�7 SCAT_: HAALT N O. 1 1JP OF 6' ,�UG7E". 'i II I ?' TAP_P ! I l I I PVMT SURrnC;E UP - TC ELEV j 3' T(PSJ?L_ l- LOW POIN' OF GUTTER PVM1. ELFVATIOPI .MAY BE POURED _ I MOMOU11W NTH CARD END TRANSI T1 ON , fi , &V7 s I CONCRETE SNEE.e °C° U °O°0°O SCALE NOTES: EXPANSION JOINTS ARE REOUIRED Al STOR61 INLETS CONTRACTION JOINTS SHOULD BE .NSTAL!.ED AT 10` SPACINGS. SPACING SHALL BE S ON CURVE RADII CONTRA;;IION JOINT; SHALL BE TOOLED OR SAWN IN [E R/W �� PAVEMENT--,,,, GRADES SIAOWN IN PROFILES -u;_,y Line R/V! Line -� ARE AT T'II`: 'IN 1—j C0N'INUOUStY POURFC CURBS O A DEPTH OF 1/2' MIN EMS GRADE SHc;WN IN PROFILE IS AT THIS POINT `S _. 30 -FROV BACK 170 B'K Or-_CURB__ ik FROM BACY (f CURB REVERSE SLOPE ROLL CURE 7 FROM BACK lF CUkF H- a BITUMINOUS SURFACE — ` - � q ? O SCALE HAMILTON CO. _ - 1 N 7 '- WALk- CURB C'JRE3 -vvATK f— 1, 1 1/d" PER 1 4 P f0� E:R 2, 47 3 PEI<. 1' Mir.) I _ Mir �'�> •a w .-�..t _ "fin - TYI-'ICat. CUT AREA 1 — TYPICAL F:L� AREA // 7/ TYPICAL 2•-0" CONC.1/ r HOLEY MftEY" ROLL CURB & GUTT;;R UNDERCRAIN (TIP) 1 /1- #1 NAC SURFACE COURSE , � r DO1�If� SF, CAUTION !SEE DETAIL) / L-3" #9 HA" BINDER COURSE � 'T PREPARED SUBGRADE COMPACTED ! L 9- #53 COMPACTED STONE BASF D1cx LOCA':ICJ ', OF ALL EXISIING TO 95% MODIFIED PROCTER (fi MINIMUM)_ \ SHOWN ON 1HIS PLAN ARE RASED UPIJN ABOVE BLINDBLIND GROUND Ev1DFNCF (including but not Ilrr,ited to, rnonholes, inlet,, valves, and marks mode upon TYPICAL STREET SECTION \`\ \\\\11f11Nlllllfll/!////� �� \ E. My ��.,,, 1 the grourd oy o±t,ers} AND ARE SPECUi"ATi'dE iN &10 R ISO BE OTHER EXI TINS SCALE ( HAMILTON .;0. o �'� �'�� NATURE. THE:Rf. MA'r A r �.� UNDERGROUND U7jL.i7IF1) FOR WHICH THERE IS NO V; ABOVE GROUND EVIDENCE. OR FOR W-11C:H NO ABOVL NO 1-800-382-"5 ;ROUND CVIUENCF WAS I;IjSERVFD THE E XAC1 930348 = CALL TOLL FRFF LDCATIONS OF SAID EXIiIIN^ UNDERGKCJND STATE OF ;' � 1—'800'428200 U1ILITIES SHOULD B- VERIiIED BY ' +E wU"JTRA TUR PRIOR TO Ah'Y AND A_L CONSTRUC'1DN FOR CALLS OUTSIDE ,)F INDIANA3. HENKE FRONTAGE ROAD CERTIFI REVISIONS REVISIONS _ _ — E. FILE NUMBER PAUL I. CRIPE, ��• • CIVIL ENGINEERING TECH SERVICE.., CHECK: 4-21`9J SHEET: c � DATE: DR A.W11�dG IITLF: Wes•• LAND S U R VE YN G 7172 GRAHAM ROAD � STANDARD D� T A! L S- _ C801 • ARCHITECTURE SCALE: JOB NUMBER --` --" - INDIANAPOLIS, INDIANA 4�2so - 9,3366-20100 DATE -- ------.----_____._.___.._---_..--�...__.__ _..__—.._.____..._. _ _..-_ _.._.� 17 842-6777 • LAND PLANNING � DATE: -�/'��" NONE ;Ali 1)< AD\tr}GF'\ f,,jrJOr�?t SECTION 02010 - DEMOLITION SECTION: 0221D STRIPPING SECTION 02510 - STREETS AND PARKING LOTS SECTION 01010 - GENERAL CONDITipNS 1 Scone of Work 1, The Coniror,!ar shall remove all to p soil In the areas to be 1. Scope of Work 13. Jtility Structures: Check for correct elevation of all oc.upied by roods, porking areas, woiks buildings and 1. The Indiana Department of Transportation, Standard Specifications The Contractor snoll excevcte, demolish, remove and dispose designated future building tail areas. Topsoil shall be The work required under this section includes all concrete mor -ale covers, valve boxes and similar structures located 1993, are the basic materials and reference specification. of the debris generated from, the demolition of the following removed to a depth of six (6) inches or deeper, if and bituminous paving and re!cted items necessary to within ::reos to be paved, and make, or hove made, any The sections noted below far voriou, items ore to clarify items: necessary, ',o remove v'egeta'ive matter where required. complete the work indicated on drawings and described in the necessary adjustrnerits in such structures. the intent of the requirements for this project Please If site tics been recently stripped, the topsoil sha!l be removed to specifications, including but not limited to note that other sections of these Siandords Specifications A nu'ainy depth, required to remove all roots as required by engineer !4 Piecing C operate: may also be applicable- R f oi.^dot,"ms or testing lob. All streets: porking areas in contract frnits C Pavement and curbs (concrete, asphalt and brick) A Subgrade. Place concrete only on o moist, compacted Curbs and utters subgrode or base tree from loose moterial. Place no 2. These specifications in themselves. or when combined with 0 Concrete slabs 9 concrete on a muddy or frozen subgrode the American institute of Architects (AIA Document A201) E Utilities ji e. gas, electric, telephone, water and 2 'topsoil shall be kept separated from suitable fit! materials General Conditions of the contract for construction shall be cable TV) and shall riot be used os fill under pavement and huliding Signs, concrete slobs F 'orms: All forms shall be free from warp, tight enough considered cs part of the contract. F Underground tanks and septic tonKS 'areas. to prevent leakage and substantial enough to maintain 3. By executing the Contract, Contractor represents that h G Any other item6 e has 3. Topsoil shall be stored at c location where it does not 2 Concrete Plain concrete pavements shall be constructed in their shape and position without springing or settling, acquainted himself with the site and has mode all Ail materiel as (. resatt of the general demolition shatl be interfere with construction opera±fans. occordance with Section 501 of the indiono Dept. of Tronsportotion whee concrete is placed. Forgets shall be clean and evaluations and investigations necessary to a full the property of the Contractor g The !ontrector's lurnp sum Specifications. Concrete shot! be ready mixed concrete and smooth immediately before tax Meting. understanding of any difficulties which may be encountered bid price for the dernolitvi shall take into acccwni the 4. Topsoil shall be reosofiob�y free from subsoil debris, shell be a rnix of proportioned fine and coarse oggregotes in performing the work within the time frame allotted. seivageoble value of materials coil said bid price shall stones, etc. with Portland cement and wotier. Minimum cement content C. Placing Concrete. Concrete small be deposited so os to shall be 6 bags per cubic yard of concrete and moximum water require as little rehandling as practicable. When reflect said savings 4. Any soil Investi g ation dote furnished to CorAroctor b Owner 5. topsoil shall spread over oil areas to receive seeding content shall be 5 5 U.S. golions per sock of cement, concrete is to be placed at or) atmospheric temperature shall be for the convenience of Contractor, and Owner will 3. The Contractor s`a!I be rea„ireC ie demoiisli and remove and landscaping; Londscoped islands and planting area sho!I including moisture in the aggregcte Slump for normal of 35 degrees F or less, paragraph 702 10 of the not be responsible for any variance in actual conditions designated foundotior webs, retaining wolfs, curbing, nave a minimum of 12 inches of topsoil and seeded or sodded weight concrete shot! be a moximum of 4 inches and a minimum octane Department oiQ!ighwoys Specifications, latest with such data or Interpretations or conclusions drown c)nciete slobs, paving, tanks structures, pipes, manholes ogees shall have a minimum of 6 inches of topsoil spread of 2 inches. The slump of machine placed concrete shall be revision shall be fofiow,d therefrom. Data on subsurface conditions do riot constitute as ;hown x) the Contract Documents, and o,., :Toy be all no less than 1-1/4 inches nor more than 3 inches Standard a representation or warranty of the continuity Of such existing basement floor slabs that are not removed shot! oe 6 Excess topsoil to be stockpiled in the areas designated on test ASTM C once shall be used to measure slumps Comore rve I ,oncrete '-orb and Gutter conditions t,token up sufficiently to permit drainage tnrnugr� the si 7'; the groding pion, a rerw)ved from 'he site if directed by strength of concrete at 78 drys steal! be 4000 psi. All All existinq boseme n'. walls, fNndatian5, floor ;tabs, C:r, the owner 'r eriginoor exterior con Crete shall have air entrainment pf 5% to 8% by A Expons,on Joints. Snob be 1/2 inch th!,k premou!dec a. 5. Contractor shall schedule a pre-constructior conference with et.., shai' be rerocvari to an elevotion below exlF.t ✓olume per ASTM C-260 Retempering of delivered concrete ends of ol! returns and of a -�ir)x.mum spucing of 100 Engineer prior to start of construction to review the plans gr�ide of prcD�seri ;race if in on area p' cut. Ali di�plIS will riot be oNowed- Concrete shalt be composed of: feet. and scope of project. Contractor spoil obtoin latest set of generated ti,e Jernolition o?erat,or shod be r ein- drawings prior to start of construction. Minor chonges racy r.d !r gaily cisDCsed c{ off the site unless alteino;e bury 4 Portland Cemer.!: 'onforminq to AS'u C-150, i,re D, ;ontro(:tion points Jwess ot:nerw,se provided, be made if rill reviewfni agency approvals ore not granted pit orec is approved t,y the Construction klonoger 1;F:1T!0N G,2620 I'T!!_1T-E Ii;as Electric, Telephone and T.V.) Type ILIA. controclibri joints shale be sawed joints spaced 10 feet before bidding. Chanc es in cost shall be negotiated ,riot on r_ertE. to physical construction bQSed on '.init prices submitted or: 4 T.e I rltf^.C'o' shoal! coordinate with tht, gas, Nectric, UtiCties I', shat! b�> +;ne respc,nslb;hty of each 6 Aggregates: Corforrnmg to ASTM L-33. the contract documents. te'eDhone, water c a crt.!e T'd i i:i'tles for ni ;in, t;cton of cnri!roctor to verify ell axist;ng utiiiC,es and cord!tioas Finish Tamp ono °creed concrete as soon as pi->>cd, and cif otllit:es Util'?y ::on ecttlx shall oe reli�vet to '.he pertaining to his phase of work. It shot! also be the C Water Shall al clear and {gee fromi hjuricu; amounts fill any bogey combed place. Finish seuare corners to t, t f ter,-[ r jili v ref,_otion :Ind remrvol shah contractor s responsibility to contort the owners of the ei oils, acids, alkalies, Organic note ices or other 1;4 rah n_;dius and Other corners ti; rod!',; shown 6. The Contractor steel! contort � utility comparles ,r, !ovate arty line mitt nr b C!Udc'd in the riCG Of t`te denlalit v (�i^, f; 'he �'a iOUS ht:!�tieS before lil iS StOrted. The tor,-octor deleterious substances. oil mains, conduits, service iines, et:. ! ti-�e construcfior: P y t f c h r,�ntrn,CtOr ;h,(,i` notify r' Writiil the Owrtef5 Qt ine t nrwirrP?' of ^„'1, it) I,or rete Wolks and Exterior Steps cirifarrrl�n,] to Section 60 affected area xistmg utihiv s.riuctorN- oie shown ere y g y ) Welded Steel Wire Fabric where e-uired -or "cx?crete ti f C fir ti c in accordance with oval!chle fnr mot!On at time of design horgeS, errors jr orm ssions found on these pions or Ir the r of the Indian? Dept 0 TranSpartai';ri .fie. a CN design. reinfor;em,enl shoji ca�f(X;n to ASTM A18,"-. The location and protection Of Utility strictures Cilld The Cont. !mo,, sha!I )t)to:n front the 71y (Came, lied before work !s started or restmed. facilities: their support and maintenance during Ind all I„ner oppi CObie gavernmerf,L J,itf �ri�ieS, ne(e<;safy A S!0 BS: PrOVdt /•� ,nCli ylP.i' fr(7t CfGSS SIO Moke c f I' .') permits required, a colt' of Ss:('1 ;etmils 10 be fwr;'sf,ed to 2 If xtivp, utilities are enc(r.rniered but not Shown or the 4 Prernouided Joint `'Iller a:cl' be of non-exlrudirg type odjustment5 in slopes at wait riterse,,i ens r necessary construction (in cooperation ti-e app.Icable utility),„ ,s �y T meeting ASTM D-544, except. that premoulded iem1 finer rased to rori,de proper dre!roge the express responsibility of the Canfroctor in the the owner prig to cor',mercement of any work r au!red here?!. draw,nQ>, the Engineer ar�d utilay representative shat' be G t P � y performance of the Contract and in the p:eporotion of the he Controc'cr Mali furtter furnish to the iJ'011ef V60f Ira*, advised before worik is continued in concrete walk construction may be either non--extruding or he hr � of resTient. ? �:�men,:r,)ns: Woi�s and st h course Dld. The contractor ��all notify the engineer of ar''y JS i:c.rnplierf with thE', F?tnVlSiUri, the MuriCipal (,lice 7f r�' � � C(i. 5 all be On,u charges, e!ro s o. ornissior.s found Q, these plans or m the i flaCtive and abandoned utilities encountered in excovctinj construction and of widtf.s i,nC details shover or the r r` r C n l,c`rlr', irldl'.ma P 5 Bituminous Pavement Ma�erlais All m�),er-al; proposed fx field before work is started or resumed. Extrn core should or(! gradnc �,per�tions shot! be reported to the Erigireer and drawings or between e .r;,, h. A!! S?pti_ !;arks wiinir, th” ::nits of k'_IIC1'r- pal ord t,iif T ,? t!',e construction of bl°urrinous pavements shin! -comply wit!) be taker, where a Ion time er��od curs r e,weer d.s� ri ,,. ,, ) y ompany. h y shall De removed, pugged or capped Ih T g p g trk r; err, ;ii<l be remove:) At �i'h shr,Ii ne cLlrnp e, , t t t the dioro Department ci rnnsporictior Specification's, per Construction p ± - � �,s rooted �y the util y company and Engineer. I 0"0 f w1h sand C;!her q,onw(t t est re isions (Sect,rr 403) 1 B '-mlr:aus Pavement Hoi Asphalt concrete pavement shoo be 7. The contractor sh0!1 be responsible for fctoinirg or F,,lef o,)c 'eg.u!ot!ors q worn nq the respective utilities fi Compacted Aggregate Subbase Stec,!' be uushec s!:xiP or os ,per:ified in r the !ndlono Depofimr' of verifying that all permits ar,d ipprc�ols are ^btn�ne;f from <,r,afi be observed In Px.ci:fng all work under this ser.tion. gravel- Crushed grovel shall be a minimum of 357, crushed Highways ' rpvisior:s- Pnvny wit riot the respect ve private, laity, County and State perry pripf mater; 1. h f �fi +,, be �^ io"rltde wcJii er cr when the r o e Gronoiar bockfill SI ,li be required fix all utility a h ei t shall be I!mitea t4 Q maximum 0, �.0 0, i p to starting construction. The o ntroct r „fruit also b. y total. MQteriQ) shall be free from rn excess of Flat, -- �rur, � 4�. degrees F and toilin g. responsible to ;(?mp!y with the „rdifian�s set forth *,thin acssngs under guverlent areas except for utilities w`ir,tl elongated, thir,�y laminated, soft or d,ssntPGroied p'z,es, each permit or� bored or pushec ordei street. d b A f t 18 Compacted Aggregate Subbase The thickness shown or the P dolt steal! e free from irag,n„nts cacieu with dire. SFC`!ON 02'10 SITE CLLA�iN; f, drowingt is the minim, n thickness of the fully compocted Cornpac..=•i aggreg":tes snail be graded as fol,ows 8 It is the responsibility of the developer Ind controctor fa E Conduit sha!l tie required feu all crossings under pavement SUhbaSe �n.poction shall be c!ccrxnpGsted by rolling with o maintain uaIit � cnntroi mcnegement throe nix f I! ro ct Sc'-'Pe cf Werk areas. C-cr�!,xior shotl coordinate with each respective n o srnac,th wheeled roller weighing a, to 10 tons. Compact tc q r 9 P 1e Sl,VE S E PASS N Failure to do so may result !n removoi and replacement of "iility for '.heir iocotion and,irisiallot ion. Conduit shall '^X)%. of moximum dry density in accordance with Secur=e the defective w <_ t is recammPnded that ',he developer �aearilir -,ni:i y bt,rig s,�ci'�i consist of ct t'irQ, nericvol aril t�e '> PVC Sct;eau a 2C -y approved equal. 117" r 304 05 Along curbs. headers and walls and of oil p!oces hove a quclifi+a sups vsor on the Nab at o!1 times dur:nq °�'„ioibry uacosal ,f III tree's down t,rriber, brush, t” 8 00 Accessible to the rolier. the :oggregote mater j s ,: ccnsir+iction r-ro,k'ctirq goo's .;!:imps i�:'I ,, oauldNrs i,r Lei; % Exist^q sf.erm sewers, sanitary sewers, voter c;;�:s, gas T�4^ ?(1-4C, tti inn:ped with me hcn�r.al !ampere Or with apk:rcveG !Ip: c I'TICrPte, fen"-iii fl:, desiv:,fed t7r,d otter n�alerial on tFie 'nouns, electric ducts, toieph-one, ducts, steam mains onC 112° )r`_8.�) i0n",pf'rS 9. It Is essen!'al that the work to be done In praft:ct site a; Irldi(Qtr'ti on the SilCa DerrCa,i.,on Pir�i-, other undergrcur• structtures have been shcNn An the _,i1nins #4 55-6'J this project be installed r'(r,rdinq to these U!onS a- , o`Cording tC the best avai!obie inforn ation. The e.xoCt 08 �'S-5(1 y. c. _°`iJitiOr wiih.n Rigrt-of-Wad All Street CGctr.rtinri specifications. UDon cornrl-L:ion, the, Cn !veer will be 2 A!1 debris r,eiielatel 'ic`m the clear.ng operotlon Stated in oration nrid prclecll(`!' Of these oc,11tieS and structures, sF h n P 9 ,¢3t 3G within a lines of Jed.-,rte o) t-oi wc. aha! be required t0 C('tlfv t0 CEft(Pn p^r'iah5 Of jots (,"��rtct erY 1 Sh(dl be roved Cr'.d !eQo,!y di n;"'; o` Cff ',,'!e their c,JPi cXf and mat+iten r'^^ in Gperati0n doting #200 D 1v r ogee with ;rte Speciicoilos of the City rf Therefore, it is reCessory tic!_ tI e wore ,vlrq perfarncd i r;jPct Si't' (in r <XJerati0n with the proper o''Ahvities of comply with these dion,,poks Department of th8 ut'!ity "v�IVeJ , ,o sha Ex�, e5S IEr3pGnsliily Gf iT,e 7 D ossure < t 1 pions and st,e_rtl::r,ticns in aaei °_ 7 pack and erne Coots T(� fv n; between lase anti .P n i r+F r l- M^ erlo lS sl'?I1, not hP 'i'�Cn of emir.! _ri, - �,.nt'aCtO' in the pefforr,..o r,(:e o. s ..or.t,'act and in t!ie t. ..n obtain acceptance by th, gave riiriq ,gen.y. y Gam,ge, or ,.i_ a . .. __ ,, osed � i', bu c_, a -ss .tinder counsel or between binder n r courses, r ! h � st�u�� the, . , e er,+., i., , c. -r.-l. t fr�r> i -:r� 1,11c <; ::°>a"at Or 01 his bi and SlifaCe ppy i�_I r.vemr,*f�tb bl,igt y `an�P car, '�ca:, :� r-�. defective wank wail be the ca,,:ac,or's resoon.11iii-y to a-,r ..:tree fy ine !<:ccl f - Mar oi� G�x_,riitior F "r�nplete took and prime cootie- P;, b;rder and/ter !aed tc corry tr.)ff,c tf-ure the f.�+i r-cvi-nert strcctr,re In cCXrect Or I place A!! Cranaes or discre('nnc1es till ;'or.. v(vI,)ge , -! ii nI required permits are obtair:i ay the f ;ar. t Sl.rfaC° cat rs? immediately ate' optayr. lock .- prime -rv, p!oce, will hove eo( toe ,5'n b} tr: Insbec.ed t'y shall be reviewed with the eri)ineer poor t" after specified erVing time e !nd[,'s. C O V. distrf!..,VJ areas befo e ?he -ext changes in fi. ! g ed a�uw ,s Iorteo Di,tressed are w! ^� repc,red to the 4 ` C":C. C'ndLICI Sate Cle0r'`'g Oi,eIUI,^ S f4 Ir,5Ure nirn r' A. App's, f P y f ± t n T before 'a Od:f,tiOna Stage �g v lock ^t to contsct ur,oct-s of reviotis i s �c-i,, ci !,- Lo 3 Q, Ma,ntaln corefU!l y ai! bench narks, rrlanun-,enis tine! other �r!Pi ferer,ct +wit`, pCd1i, Street;, w 'kS, „na 0th.` j, C°"i cOnstnucted asphalt a porliond cellient ,orcrete 'ind c::rStrUC'ed points e Qye ou p used fac;iities. Do �int c ose or oc .rut t + referen�. arts f disturbed or d.sir� d. contractor c (u�led or t :!CAN 0102b - QI A.i'v 'Jr �)uK surfaces abut�Inq of aro)+c n(, ci, asphalt cr �r ate � i shall lotto eI:�In?2r. dOSndory ineS of property have ,. opts *0!KS ct� f,, _k..L"P. d of Used fc�!Il,ie w,,,Ioul gaver-eht. 1StrlbUte at rate of x_05 t6 0.1� Der v"t ono Other Signs Street name ^rid of M signs shall been established on tnr plans orld cpntrartx she!! exercise ,)e r,i;csion treat th,<, xk,rcancle governrrnei r er.cy, see s uore r.rd of surface Cut ;� ci ,ho!t type AA,7 h fu,ric_n hP devel�r ,r'y exrserse and instdlied hnrr �n fprrn alt wC#H. in the m n ii..e Ira line+ a � Y sl yp e ed at t J�E care tiIci building lines are established it ar(, rte traffic COntr� '!,,wr most wore a u 87 A M D 2027; MC- .:i, M 2` t0 `he releQSe o' the performance bond of pr'N to the o CCrdinq to the ,ES?t stand,)rc Cr !i!I work shell be T -Ted' conformity ith dimensions indicated. 'or corsiri:ci;vii and p yin h. ,p ti rl C - 1 W-*tchr )r,� _.rr free 1,)rp faults ,:,ri defects Ili we Kole):",ship iS, ^Ce 0? the fi'St r)`..i. �onL) pefrr'1. .whichever :ccurs grading pu poses a bench —ork -cs• tee-: estcblis.ed- i^e 5 r'r��iecr�on xis!!~g .rrlprav F .viol p ot(�t ,. is Apply prime cout over cr,mpocted t,ise st rte Apply ins' The signs shall t,r. Insioliec or onf r_,st .o ecc`' elevation is indicot?d pr, the drawin95 Ai! Ycr!iCai nP.Ce55ary t7 preaenl aa'nU'.le 10 exlstKIU r!iprr_it,'r, t t , 2 mil. ar;) ;r'.-.. c ter GhSib!e f.x :u ;t -ontroi at Ir"I erlol '-r venetr0 e and ;teal, o.' r'ct toot, suna:e 51,E:et intersection al ,r' tr,prr;pr r sl. in (he "prt,hea&f dimensions oni f:wl 4,C 5 Shall be eSia�'iShE: fro:" the Irldircte:,, t' rem,!'.', :it e. y 'P ih,e n;r�. C'?oi Talr'tairi ciii I '.ire aria any as i^ry aS neC@55Orr, °v J"71n gore! .I �.n,r wh(,.,Ever p s,rble Mang .na po!;,5 ti.,'I bt s'aridprd bench r,orlk aU,ii y N' vet suppliers, and evoiorction 0 �'rUtle D,str'!hule at ".7te of ize, and Colors ref!ect,vp Cot( r th rho"';taiiuref° I.JUCI„ Sef VlCe$, S ie �:iX l+.!i.jr15 ind a _ Sizes ! , a,.ps a :0 t r' t'Ct !n',p'r,8^trr,. ]dl ,� DrDr,,Sr.e5 and }' l li r :r r,. 1. All J'tltiP,S VE 1 t'i'e Dnfi,g, v�.hilili, 0! in he `_xt ;e g p e `jo ed osp 0 . .,P.. J..3 t^e. S n, { �J i0n5 0 t e I " .2 tC .5 Q Ch f ,:ii ,,,r 4 rift, q WN"t"C"S.•.ip t. pradure work of spec ivied quali'v e 5oua r r; os ph I, n� of Work section ore esi,motes and ftli be r-orfirme0 )v the g el s xc�Mt y AASH'0 M1A0 (,AS M D 9g7j or M.108 !D 2397; c;. 15._11. tiro left C' 'Irons^grtl:t,Ur biddin contractor "SS- 1 dueled wif1, .me part wader tc one port emulsified g RQS(aie i;(if'0 e"t ,r pl,^.'PrY�eriS ''' !hair >r;^inns _ RegU! P.d ieSJna a''Cl 'r'i�er ,Cn r]rB Inferided tQ aSSiSf In ti �arJitix„_' :s ,),:ept iGlt. p': ties ':iivl'l` JPterrri tl[ro of C'nbocJe p!ia lCeS cf the iiii with ,he CSphall 12. Gprtra (N Shull be ''gWret. i malrtr f(.,X�S vt a' !G J'f )JCUr erttS bull dv PriCve %C7r'raCtar or os-built drawings an construction o:.tivif j JUf iJi° �� "dI(''ir t r ro w Striping Maierlal;' TfaffIC Nato! vin'"r e, Ch.OrinC'eG g d 4 U!C,Gr p c 7�S hilt! f I -h cCXStruction Process. 41! ac._',%Uilt ,drewlr',Qs Shell h C , 0 Got ,cmpl.on(es �, �. 5p red test-rig 'nJ lncpp ',pr vf_ '•Ot �ftfltded t0 lirri" ubbry :aiC: faCtrNY mirEri, ;IIICk drx�ng, pate eEd'nCj. submitted to t`e I.igineer upon .c.-cil0inn Ir; Tr N; art Ve�etatla ! r,it,. t c f � t r q ed `:flee TT-�O--1,5C�, T, I and coot' e 4 f , COn orrnll i�� ,e I. r �r„n. tit nl, f'S (j-d c!hr „n tip ndi.:alerJ t: r m, rr i)r ° ar.al_,y Central h'Garam i (7�'!a n r�T•'i.(1 - to Ser:J il W1'405 or� . on.ace, aquinst cutler c't ruo',i 4,nM. -!nd bfulslr,r' tvirL t e�ilri .riot. � � , V y GroCmc�� Ja err necesi y grodny io that pi>rf•xmed in by s!ockp:,n! rnnstructl+dr m:lteric!s wl `in1 1 r II'it, ,:f.1Il N ('-';?4� - .i`i0P DitAWAG`: AND SAMF,,.ES r 1 di accordance with tarihw k Scct',o'i, t0 br,rio subgrades, otter SECTION 01040 SAFETY excess ff of veh tior tr tai,:, o: parka Ia, o` 'el c'ieS f,hal C"Jr7lpUii!01 t0 the rr.7U"pit grades Ond SCCiIOr5 for wt,,in a Ip Iir!a r r_vvdt t�.rnporor: LGt ifs t^ ! c-" IrNC'� ,. S milt a I cwlr:gs, diagrams, illf),,fro o ls, schedules, 1 9 p site improyemenl 1. Contractor shak tdtre id necessary precautions feu the _,rid veletoflon _o be, iefi standing ,:erformarce chor•c !rsiructtcxs, specifications and other Safe! of persons and th project data Il!!:st c, ihq portions of !'e work as reQu red e DrDtectior, Of the work end ,r y i, Preparoilor, of Subarcae Remove spongy and otherwise r fr „ 411 !'ash ind !i>se r,ietiris i,' ,F )I: C1 ':;,, and oiso,,sed i t by `tie apt,r ifiCattor SL'CtipnS SUCK ;>Jbr*Ittai$. whethP,r Cr adjoining property. 1cn,,.ctar :�oL comply with oIi . a iicable revisions of federal, state and !coal soiet „t lei,.! once we'':'� UI„`;!! s!fi��1,_,re of Apr >p ,seei lake �'s ,lot reierrecd ii, us st.oc> drewlnn,s herein pres,:ribed. Unless ur,st itaD!e ma�erol cn rip ;:p wit' stable matenol v„ PP p y troffic will be allowed or. prepored subgrode prior fo lows and building codsis. t.7 be net>t frtre of ”, tins" Otherwise iiAFId in the �, cificotlr„in sections, submit a min;fnum at live (5} seas of shop arowings to Project paving. 2. Contractor sholl erect and properly maintain ;+ a!I Ines. Engineer. Two (2) sets will be returned to Contractor 6,rnpaction of Subgrade ''he rlrst 6 Inches below ire unless otherwise re ue>ted as required by condit,ais ,and the progress of trip «:,rr., oil q subgrode sho,!1 be corrpc-tad to at lecst 95% ^f the rnox;mum necessary safeguards for trip prc,f,ectlon of fhe erne oyees f dry density as determined cy the provisions of AASri TG T49 <. Do commence any portion of the work requiring a shop Contractor, his subcar,;ract(rs, owner arid its lessee, I , , Woi.er shot' h,, prevertr'.K7 irpmi standing on the compacted Dwner's other contractors, members of the public and fo the droving or sampe submittal until the submi.tu, has been o r n subgrode. by and silt c'oy soil sha be compacted at a protection of the work and od,io,ninq property approved as presclhed herein All such p�rrtions of the mosture content i to 2: above optIY',um mo:siure to reauce r,ork sha;, be in accordance with approved shop drowirlgt; or ' sam !es Tuture volume charges. All testing st4 be performed by a 3. Ali workmonship sha!r comply with tir)e Occupattonal Safety qualified Sods Engineer. and Health Adman strolirrl Stanaords. 12. Acceptance of Subgrade: fhe piocinq of the sl,xTe base constitutes that the paving contractor has occepted the condition of the subgrode and occepts fu!l re,ponsind:ty for maintaining the grove eievotions and contoiirs indicated on the Drawings Subgrade snD.Id ne insoecied and tested by the oppropiote governmer:tal agency prior to pavement 'HO EY ViLlly „r r construction. DON'T SELL DI OCAT!r �5 OF AI' Ex'�51!NU UNC)rR OIj!vD 'T!rIT'ES Should the paving contractor refuse icc!�ptc'�ce of the :° ;HOW1v of+ THI N,.Af� Af2E EsAf'1 ;PQN ABOVE subgrode. he shall not"y the General Corrtfactor Immedioteiy BLIND � �. GROUNt JIDEN r (iiicludlnq, Litt riot. !Iml ec! 'c; of the det;ciencies. �ouid t!)e paonq contractor fail to v �, manholes, diets, valves, end mark; moc:e !tour, notify the General Contractor of ony deficiencies -ind%Or the ground by others) AN!) ARE SPFt ILATIW IN proceed in the plorirng of the stone base, sad octions s!-Ioll ��( E U�Q �- ' NATURE THERE V'A� Al c. BF C`H,Q t xI,i N constitute acceptance of subgrode. Q. T ERFv `Qy ��'� UNDE.RGRC)UND JTIi;n!f.> wy+ , 1 r R1 i5 NC NO. 1" $OCR” :3�2— AQOvE GROUND .'viDENt EI? f FUR t�+a;Cfa N 1 ADO GRO'vND Ev1D NCE ry OB ERVt j HE EXACT 8�• � CAL!_ TOt.L FREE OCA?IONS OF SAID EX Tai^ i.,"t ",'D r) STA,[ � `r 1--800-428--52003 �jT!t!T!E, c�JLD BE vez!l!rr r ,� �rf RAh,� ROAD :vG J r PP!^P To ANY AND .AL 0fx; F ti HENKE FRONTAGE-,� vNDIANP �'�, FOR CALLS Oi)7SiDE OF INL'!AN,q _ _. _.x - s r� ` CERT!f-!�1� zE.vl�! tr�f F?Ev!S!��NS -- -- ! �� r - - r C G F,LE NUMBER _^ HEFT: W1 ti ELY' ___ _ ___.._-- _ _ —j-•.._.__.__�. [ ATE: R.r TIT'_E: -_.-- _-----_ _ ____- _..-_____.�_____ .__________._._.�_ _..__.______._.____.. �x � C„ ✓:l_ EN�IN�..E, IN� TECH SERVICES .H�GK I � ` T' ---.__--. _-- _-____ ._._. _______.______ _ ___�..-----_________.__�.� _ \ CRIPE, • LAND SURVEYING 4-2 �` . -r-- / C901 11.72 GRAHAM ROAD ARCHITECTURE ^ SCALE: , ^ JOB NUMBER INDIANAPObS, INDIANA 46250 r, -- -- - - DATE ® LAND PLANNING DA _ 1 842-6777 y- �� _ NONE 9 3 6 6— 20100