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HomeMy WebLinkAboutConstruction of Rangeline Road 1, -A 1: 7, nr- r', ul IWO `4 4 Mc .Nl .4 Im 13 8 14t)- im. "J '3 THE POINT f' FEG! NIN 1 r' OF THF A N - E L N E' D �— T F TH E S, T E A7-,T C 0 R R APPROX1MATEL 85 FEE' 18 —- N -- �� — F "IND —lENDS r�l,,J";l I L"IN G T I—I IR k',N-3y t: 7111— FEET /-;N D T E R M 1 ,",j 4 7 E'13) /`J PC NT P P R C X! MAT 1— 2 E—,--A R I T f E N"')R T H E A S T" CORNER OF SEC'T N 36 T I N R 3—. F A E._! t\ i L. 7 G)N rl'r,-) J N I—Y I ry D I ANA 3 If 4 cl AT E. t3 t4 R D 0 F F" 1 'T Y )F C iA f-�ME L, CARMEL INDIANA L ea t. 1 71 A46-M- f H BEGIN A&- E P92 I z STA , 14 + 15 RILet f 7 F S TFE D_ F 7 M S e C L-Y -IF: F7 . ov t, 4t %JA Road or f) R AAJO Cor 41AIC 944P :� . .... .. ...,. .. .. .:: _ ,.-. .. _ .-,x -,r. ••- ,.:. ,:r ., r,. :.:,v, >: ,. .< -.b:Y:Mk•us`,J.,,,•...xl.it 1'C;...:,MIRY.'+h..31:1Ew4�SSk:G.SiR�::+.✓,W+✓_e,.w>:6hiM':,.YLNM'�:,. �•xb?+C,1td19M1Ca:dF 'a,2"w`:,s;,: L,W, ,:Je P.'tie+,•w-a r,ur4 WY.•,r�ST 1 r".'bn 24K•v,rw�.t:. .. ,... „... .r °.,. w: t -:::. '.„. :...anM"�e.x',.�.� .u«Y. a•:_' ,„ -t+a'xK».A➢b'[':.'�C:ra'.-'.a�..iin':i3..r �R), ._.. i:. . .xM.. _..,.'#.. .... .. a A a. �. ... �- .., .• � .. _ ' ._--. ... ,., -„_ ... �.;, 'v:' , •::li;J)N`...tioy:'k:hvP1+. '•-.ws+=^iC-:�r"w a .,r :*.o-Y [f`r:!nY�r�R a...4.�.�M1, ::... „vY,t..', :,.�w�.?:1.....'.a�: +5G!` .!'Gr F..,W^ubw+:ki 3Q.w?ttM..A,S.Ma-x.. M, ,. �� . .. _ - ,+. -, e.+:5...,fx5!-,taii7 u.•fi s4A•i� ',t;�xm5...,8--V,auMiY v. ..re..�..:aMbN�„^.M,..i',.>a,. .�yn ^y.+R, S. "+l'.K r,:+,,,, :xip,J.,.:. A Cif[i•.',:,•.:..?Y•d2RF.,.a:`LK�6,......y:s..f,.+Wx ..::•:vNS°.'a5'rw,S Xe:M,ra.sM',PY.2:.F`^4.r,•F.',6°XiC!5� 'R!v'M Sn....v+Fr iS(,.,.•a,lf'!'f6...f..KdeA3,'.0.'Y+Slf�9P0,.,'DyL' i I Mp 92 19 g 8 x, , ! S INCVTiANA HF I. 1 i EL_ E EP '_i `, F - _ . �,E L V`w�.TE-R MQRK� w z 8 6 .7R + tt L�_E ��E >`"�R I!1 E L S E G�.''1 G E C.C N1 PA f�Y 583 5 _ N .� � • _ _. FIRST AVENUE S W . INS} IAA A'r' "i._ rr , �� - N 4C�'',0 3 alE , 3-45 L. ! N D" A NA 4603 u w ; , r — — I, t ` t ;: `Jir F- 11 j,�iAiJ,� Ii, �� iJr1 >,7 CIE x WAl[ C YY t j f �t�) , p i a ,r 4 V - 1 YY N , 7 r tiIC'f Al_l7ATION L. ET-Ai'� -OPDING TAHLE SIGN TABLE , -1 STRUCT' 1RE DATA i; ':J'JANTi T IFS Fi AFF'ROACH TABL _ S nn K Y r. > - - t G Signal CjtAe as 5J e Lr e Pr v s ci in c' l: _ 74 i 7r1 R 9 - 1 P R C 4 - 74 R I - -'4 r' 6 - i ''� 74 (? I ? 4 - 9 80 7 - r G} } LEGEND J) r- L) BITUMINOUS BA`=)E N° 5D SEAL COAT , TYF'F 2 5 • T. _ _ ?- '71 LT JMR � �L ':�� i ���' !�'1 r� r t- E ` N l k� ! Tt_jMI MIA 1. i� �:.. .J�; �� ' I \� Y^ L t- _ 4' r, I C. i�' L Il .1F L i . r } '..A A. , H. t .,. w ri:: '4 Ht. t,. r.o : H Th C ,t s t �. SE._ E � F I� At )L_.. I I r'� [TPIIJi' '! F, r,E_ , iy! ; t5'i or Hoi Aspta,- is ,n, n ie . f :s shown - �,T T j r ! }; ; Guard Roil pa lea the on the plans are bc,sed on the ;;f bunt, en'ci ; excel + (.:ward r F �aJF E '17 RE.PL 4 .[+t�� � , F31 , Y� � C . ' R. _>� Y 9 —, � i � K(�il , Tvl,e A r the evert the ("Ontr(I(Jor elects to usE, the steel t)ellm seoiar� . a BreaKaw';y I R S 110E E �. ` j� i 3 C�A)Ie Terr-Final , TvL,e ��1+'� shall he substituted for tr,e buried erirl an; thF pay lengtr! redu_:F�i by f U - - - `It F W,`' '_ K I ,'. :;t` st I Type �' pay Iengthis shrjII be as srowr { '� A E �;T. ( r 37 � for each B. T. in, allation. For Guard R��� � X G" TYPE "0" COMPACTED AGGREGATE FOR SURFACE. ( SIZE N° 73 ) on Guard Rail Sheet GR - I ” Due to 1H�e recent change n the Guard Rail Post weight, the �:;ontroctor until January I , 13LsU will be �)erm!tted LONGITUDINAL jOINT ` � � t�, substitute the 15.5 1b. post for the 15 Ib. post and the 8.51b. post for the 91b. post, _ _ _ z i� PREF" RIMFr, J ( iN -r Fi E _ I�! CONCRE? E CURE (7 t-"MBINED CONCRETF C IR Ex U, T -TE _. S -)DDIG t NURSERY ) 71 4� , ` PE�C;�IAL PA`✓ I-rv'! E ; , I MARKi r4I G STOP LINE ( <?=1 1, 1 ? - 71 �,42 I SP E- It\i �'A L M F r T MARriING' ARR0W L i'R R 9 - I - o ; �13 F'I-CIl;i_- PA'�, EME1IT MAPK + f�d .� � - �; �� titi f E- HE R l I�? '`� - { - 7g F11 Y WO v �I � 1_ rr 7F; R RAI _ L . _ . Z CURB wALL ( SEE SHEET N° T p F 17� R l ; l _j 4 -T� A 't �n�, ,_RAnr ,r ,r�,�l�t_ L. �,>- 1 � � BA , ��{ �: R , :.ti;.l -� 13 - , ---- {4I ' ( ' ) 7 I 80 �V � LINE 6 7 � j IiJ, 79 9 ' 80 3 e , - - r STUD. DETOUR S10NS SHEET T E, ',1 r c n F + F= ?! i t t 82 83 TRAFFIC Sl:� { I,ETAIL , SHEET y ----___ R f;PFZIi 1979 x 83 A MISC.'E_L) ,'ANE-)US BRIDGE STA�,;DARD SHEET " (,-I It 6 __ 13 - 77 R - r. I T R3 B M IS.CEI : ANEOU'S BRIDGE ST,,'Jf;HRL) SHEF-T C-3 _._._. ---- - Y -Y � �� ,. - r.. w n r .. � :« s x., ..r»«a.„r. x,. c.r , ,..- ., .� pry.kw� ..•,.cn .an*.. w�, v ., --. ,, ..�,; _ .::.roast-v�r+: �an.am r r,w w:........ ........:... .ar>:a.,. �r,��,:. ,:,:.,..._ .•., .> -- '' f... e R. - .., - :aDYF ,,sIgryNu.••A.-aN's:rix,s,,:rr:e•� o tl.ic.st.t. x9Ce�,i9••Xt Y.a1a.e�YNz'F'a:�ar>,a' F,4a'a••c•;s1tlr•0.Sii�ispar,trt :-a,IDAO.(f buai•sYF,'�DS^'kA*,ti•.wr.eri•rr.,..=.v,:xVbp4w'gaxas+n J,a..11cacrtM'ac°e[irLlx+s a,erswz...,. -s„n...• ry ,: ^'n 71bM}4kr'a�«'AI�'ite�6, "�'*."W.<<'{�4 ';IGv.,�', J-a. .+v'+M..%.. +.P-x„elk.nn:••.r I, pe.':.' : X,:k..,.'Mavx.iTl!d'+'---,1 p'Y:.yn L1RWS 1M *MH.,.,uL"M y.."rnW 1•. '4�ANWi't[i 5,.ill•!$Y.4r TNKIf-4!'*u ,. - M-B 892 ( I 1 2 !8 T ,- s�s,wws«s.. .,.�z:...,c.aw•cr.,;;.xaacx,,:aat �waumn+w.:_,,,,.. -.>.«. .w.....:<,-... ,r..... .«.".,:ar_a . ,:r ,, -.°-' 4 E w ..,- ..., Ss. sr 1w E'F At -,. r7 ti k) 1 4 --r � I �.�-x1� `,rte �"� -`� ��`' J l _ _ � '-. ,. • 1 (i J Off RANGELINE RD . - TRANSITION -- 0 # / Y ,5 o' Bi'�Umin 5Q 7 A N5 ��/� ;ten(�;✓� �'�' i i��' � � oVP;r A �� ,��', l-,✓fi L��'��7""f"1 �/�c./i`li/ ��i'/J5 ; 0'v�', 7 / I � I � i r < i I L r .T L r e y WIDENING & RESURFACING, LINE RL / 23 57- l ( Y 1 16J 5 7/4 '�->� T? / 1 i`-1 A/(�)�77/ � "^ u �' , F s G ,,::.,a«ev:x�:.,.n..,.wn, u..w r,,:. � >.s:,:h.•.�...w.:+.x:..,,mm.....,.., :nn....w.e..,�«..,,.,,. „a.w+«...�".+r..,,;,.;... ,... ..::., •:: ., .,«. ..,� .. ... - - } xik t. -ylMiyu.•,:�!!': .°Y�":'+.,!sti W'AM tiQ'r�nN.at"as�M•..m,.ti..•�'u•....,.r.1:dSu s..,YY.+W-•.xe.. a.::.a::.aY,aMN.•.x.:Y: x•,[ + _ .aG'a.M'R^..NM13,RYA.iNfl]dYiiM`Ft,bbi:i7.WiJ"!::Wnif 'Sldb�°�a9 +... .d�Y dk?:x'.!'M�G14fM1YY4'4`».,w'?,�WF.aSP":t4".f,,�V"llff�tt+Yi. 4 l _ - waa%aau!Se;✓#v:�zwrrz's,cu ,... a /._. r, , ... ___... �aarac?'.�=w!+�i+,+a�w:xkn� r�scvw�ecis�*:as mien.:w.�,:»sas»aawznau+w+xuw+,:�,,c r.«c.•�;�+iws:w fias.W,���.�.r" ,.�/ .r - <. ;- , '. _ / }.. sue..,-' - > . .- -y' :- � �.. ....__.... _._..._._ ----._.._._._�_.�,.-----__._.-_.—_ .- <. FEDERAL ROAD FISCAL SHEET REGION NO STATE PRO7jECT OTAL _ Y EAR NO SWEETS I y 1 < , ' .. _ G 5 RESURFACING L if � E F. �- � DENIN � � r RESURFACING LINE " Rl_" r FROM S71 A . 67+ 00 " RL � 0 _ SSA � � � �s4 J R L „ r _ F f ' r 1110- q TY ROSS SECTIONS 4 T` ST. h TO MAIN ST. _ _ MA-IN ST N.W. SCALE:- ' —DOWN I ST ST. AVE f U' '._ RECOMMENDED FOR APPROVAL , PICAL C r PR CT _T SNE—ETA— TOTAL T FILE lE NO I�NE O SMEETSrf — _. _ ,.. ._ .:.,- ... ,.// ... „._ -,..., ;.. era... .it.F. _ n .. .- i +N::Y4LTie.. .v 3+^:.:a nfi :^4. �. ,:,,. _. .. '3s .. ,..� �,.,.'$'Yw-'kr Xw.r ..r.wkx 3„,3:X.k„uu�, .� _ s'i&�rt!44i-!s . . ,;•i��o .. ...... .. .. ... .. ,. ,.. . - , .. :. .. - .. i d s ..,..- �...,.,. t,Fa':e,�*v?.t+r..•'�ML'sw.m+'c....ror s+hb2.rn. 8r. _,.._.d-. .h :,x'4ar.:r4n -:.t 4°5a¢Y,n^,^nJMiMY96'SGi�H"AW k.'fiR1As:kMA?!V^/'FI(A'.5?Y'r,.;,"o-a.Wi"a+,h'�k'.,.M. ai?,.vx.?Oew.f-�� :..a.!;'A4..%x dr+ae'1,.�+b1+.�., -.w.5k'.aQti,.rs.;.6Y::,+. M�ni:�.... *5 Y..bw -.,,. .,;..,...,,� N,.• ,a. a,r.�+r: .v, � ,v•.. •.. . ✓ r r � I It /. % -7) 7-!, I 6TH WEST OF PANGELINE RD " S- , _A�� ,� 15 r r r r 116TH EAST OF RANGELINE RD . " S - 1 -All l -/; C _, 7`”, C_.i l5- ,' 5Tf� v ,'f:7 5-0,V 72 J _ .I ,r a h • I'; ...;7auWrasz� k 4 '� +, . >. xx wea„. ax ,t• ,rVQ+eN.�i,YV.SiR.V1 tm.W,a ,a . .. ,. .._ ... .. ....". .. ..,.: . _ .. .. .. ,-.>: � ,,..,.. ...: yw Nf.�..:.w:abK rt.:.:r,., ... �. :.. , . Y?.:' .,:i4M tex::YYt.e!4 NCfY.NRM':tiefi'].*wtlJY[RrJU'Vgf.:MOC! 4l3 $I?RiS/A1u1Y[IWY •.�°. _. .... .... _. ... .. ,.- ., .. .+ ....,. n. ... :.... w ..,,.... ,-r..:.ri� ,..:.,r.,•. :. ,..AFY .`t;xe:�...R.r....-_. I-n54"1MwRNS!i'.L+.e w.•...n .3+, ,. JPt Y+.ne .. .. atw ,.dr.A±M'Rv .� 'VLC - W.°�a�,93�v3.�«ice... - .., .: Wfi�.iBR�4tl.(0!W". :.MN4Ub#'�A�LMdnlli9?kP:bN�53A?C�WfYlfA+. MAF1^a19i0i=An "'FJubWKd�Aif9'W :{?Hra,sS� .I✓FS. -...m.sh.,. ...r�. ,•, .+. f .,.F.... ..P.. A.M wrs_. f „'aai:t. SS... na tr�:. n. ... t ... ry .r.�...,.... . ____._ ;..` 1 Ij•..}.` a,.sa {j_ ., "3''t51(:At, rC.)rALp irOaE �o t ` .f f y •' -r - \ - - 1, - �. t � f?E .Sapr .• .. ti a F �'EAVS NL'� SMEI�'6"?s t a f ^ IJ (, t` I 'J _ \y: \'\1, •y ..1; 1 .� v / \ \. � 1 \./ ._� 0 , J} Ln vr o h C � Y f rr L I LEGEND 1 I 6 6 0#/ S Y D BITUMINOUS BASE Ns " D W/ SEAL_ COAT, TYPE 2 - _,, C CEMENT CONCRETE PAVEMENT FO�� DRIVEWAYS ( 6 r . , F CONCRETE SIDEWALK ' _ .:. , K ' FULL DEPTH BITUMINOUS PAVE M _ T f 3 BITUMINOUS MIXTURE FOR AP . - INOUS BASE ) I P ) PAVEMENT REPLACEMENT ( 990*r r"G BIT i LK RAMPS 1 r , S + SIDEWALK FOR SURFACE SIZE N° 73 ; r X ) 6" TYPE IO COMPACTED AGGREO,'ATE __ __ 3l LONGITUDINAL JOINT - µ - t IOl 112 " PREFORMED JOINT FILLER ` !13) CONCRETE CURB !!5? COMBINED CONCRETE CURB 5 GI 'i TER RANGELINE RD. SODDING ( NURSERY ) - _ r� ' f _ - • u�q SPECIAL PAVEMENT MARKING , STOP LINE ( 24") 2! SPECIAL PAVEMENT MARKING , ARF�OW s ; 43� SPECIAL PAVEMENT MARKING , WO'r:- ( ONLY ) y CURB WALL 4 SPECIAL PAVEMENT MARKING , CR'? ;SWALK LINE ( 6p) _ - - -- 1 ' SURFACE REMOVAL r BITUMINOUS RESURFACING OVER ` xISTiNG PAVEMENT , BE,, ! N M -1- M �'Rc) J. 9 , f l Al_L Ri � ' ON THIS Sf1E FE TO 'E: AS SHOWN ;y ALL R/ W ON THIS SHEET TAr, ;_N FROM LINE \ + +AFL" UNLESS OTHERWISE INDI " ' TED I i v ., P ---- ----- — ——a.--� _ , z f. 1 , + s - .r 20,a i_ is . } i .. bl,.. 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I-- ' r �� rte. - - �_ r - ,-f I I ,� . 1 L., c_ '' X r,1 r I I �-, , - f t t { I `y c ; I ` y i , I I , I I . I I I I - t\j)l � � , � L . �Fl, __ 7 I i 11 i 1: . 'S , I `rr _ 825 825 � _ ' _ _ _11 _ _,.�t r�,jlt! ,. fi - r �` -, _ /7 C 1 , D � - i _ I/ I ? f I , Ji. # ._.._ _�_ _.._ .._. . .. _ _ -- _. __ 1 i , , _ - _ 820 , , < - ; ,, .' I ,%-1- ; FEDERAL ROAD DIVISION NO 4- INS . LEGEND CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ( 6" ) OF CONCRETE SIDEWALK LONGITUDINAL JOINT 112 ' PREFORMED JOINT FILLER COMBINED CONCRETE CURB & GUTTER SPECIAL PAVEMENT MARKING, STOP LINE ( 24") jo 41 Pal SPECIAL PAVEMENT MARKING , CROSSWALK LINE ( 6 -) SPECIAL PAVEMENT MARKING , ARROW SPECIAL PAVEMENT MARKING, WORD ( ONLY ) al Qf) W� Ake- 0017��/­e- Ac IVA (a -16 1�7 7"7 CC1,77(f-i77L aWC1-t7LC A-,4 5 va5 3�0 65r-t e "-01 115to. o/trio L-1- ' Gro &' TYPICAL CURB WALL DETAIL SCALE : 3/4 " = l '-O DRIVE DETAIL NO SCALE A -11H 5h -)4 1. 1 st AVE. N.W. z O 0 CIO F--: -F 0 cf) 0 0 CO 0 0 cn Lo F- F-� 0 IN 0 Z Ye ll?-)kll -4, 4 (7770r/-7-20 7� �J- RANGE�L INE RD. Z-Inc )00110,5 7' C 7u-rl-7 PAINTING DETAIL NO SCALE DETAILS BLUE PRINT a 1T,o t M8 L992( l) l9� 24A 18C� L�riv� ✓U��th r aolc C i k 4 , , Abm, ) Sidevva/k l )cI f . / t , )A -- r7► �. - / ' I Le 9. / b� - I t_ L I i a I Ck a 'e as Shown i; x 6 891? 1980 34 l80 e+or- r�der�dre�.,T ' fi/ Yvriob/e c�¢f� h dr cam•�n h e '. <�;. _y ,, ,�," , 0� " i ; , Toe � - ' uraderdrvir� El-_- LvAT ► ON iDLAN F (�O N T V I Eu/ �,' f-� �. � e r chi� ��� 7r-7` �_,-�' �,�� ,, ,•� _ _ - . �� 7� ✓ CZ�� �Iq r,(_) l�I QfT Or � � r'i � ,,�,, � s _ ho�.--��, G ��e�o�ornerrf kIPDAP AND AGGIZP(;ATE: F O T r�� p rZ oT 2 R r:CTION AND AE: Wf3qS,,ATION IN FILL TREE PROTECTION , TYPE A � br•oc,e_r ono' Y�vr, ,(� or- q re a fe for U�d�d�-a�n � � • a ' � 1 � � � - _ � x �'2 ,�s-hee?ii�•q i 10 I � , Y I Of o � o a • a . e o o• 1 dea o. J, �- ,d,.'. °� _:�• yY' � \ �o,N", ��q 7''`or Frees �h�Ch i fe �'or � � \ — — c�c�-�q�r off' y con � �nJury b - _ oo¢roYion-1- �. Qedii.� or-¢o - vor-�c�b /e .♦ Feed��y oo'�" area Yor/o31e. 2�x ic.L LvA'r to N PLAN 7`r'o rr� conYoc� AGGREGATL FOR TREE rZOOT AL� ATION IN FILL TREE: J O TE: CTION 50A TREE PROTECTION TYPE B ' or le-T-'5- 07'`' r��roo is 7"o bP o%ced os s,��y✓� D�ve�o ,mer�f. NOTE P/ f�e /2 P LAN f�arrQ' �/•o' �Pi• -�r rZI P DAP FOR -Mr�E PROTECTION IN CUT D E T 1 . . TREE PROTECTION , TYPE C 5/ t2480f /90 fi.FiATPIW�ql rl,✓i4�8rs'n4JrtJSYr15Y4NO�iY�DW( '. FEDERAL ROAD FISCAL SHEET TOTAL REGION N0. STATE PROJECT N0. YEAR N0. SHEETS 5 IND. M5-5 92 C! /990 25 /80 7 _ X ,. i .. I >.- w.� i — — r n - - I _ 1 µ i L''% { / -- _ r /�"7-'-T� �V' � � n � '� �'r �� � i t- I .•�i "� .�_� �t� -� �;� / 1 1 11 \ 1 t , yy i t ' , i4 • .. -� � ! �/ T —°ter {.- � — � • p /I jai +� _ `' tiJ Y 1 , , INDIANA STATE HIGHWAY COMMISSION i 7" S�i E E T . j O F 45C I� — -- — — -- R�; _JF t r i ra r•-' i N 1 r< o N�_� �i L FEDERAL ROAD STATE PROJECT NO, FISCAL SHEET TOTAL REGION NO. YEAR N0. SHEETS 5 IND. Mg-0920) 1980 26 /80 I Co Aa ib- i r �• , i � I •t � r' .1 1 : r t i _ I v . r1 , t :.f j r — r i r I I V M1 aj I i I - I �� l , ----- _ A 1 µ i , l i i , j , l - --�-- STATE HI 10 N INDIANA i _ . S `1EET C�D OF .; t - r 7 c- 00 C.J I FEDERAL ROAD FISCAL SHEET TOTAL REGION N0. STATE PROJECT N0. YEAR N0. SHEETS 5 IN D. M8- 892 <l) 1980 27 /80 — n Y r • I - --- ---- --. I. ._t; 1 1 _ , i1 — „ i : r , , I . - 1 , I , I "XI � a I u i s Y r, • I r f f _ I , -- . - r �4 I I ti. J 7 INDIANA STATE HIGHWAY COMM' ISSO" ION r _ � w w I ' r ra.\N SHEET 27 OF 480 0 , Mamie 1 wagan s� +.xsxa�a+-:rvxn w.,�...: ,.u:.� �. ..,:,-,... ,..,.<,��.a:..t.sn„•.�.,:,,... .:.,af.:wu;:s�evuwFv.'-'� r.wroewu�s FEDERAL ROAD STATE PROJECT N0. FISCAL SHEET TOTAL REGION NO, YEAR N0. SHEETS 5 1 N D. MB- 892(l) 1980 28 /80 C N C N I � � - -- t I , I - I j , w x - , i , " l ' I INDIANA STATE HIGam" WAY I ION P R .1 E ; r- 3 FEDERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL REGION NO. YEAR N0. SHEETS 5 IND. MB- 892 1980 29 /80 , - - /, !_ -• ... ., � :, . , Yew - - - - i , - �--, - _ i 7 r / ' ' I A . _ � ..., "-t - i ._^ , - /. i. i '• I /� // !/ I ✓ _- r - - - N 11 1! // F Vt I� I - t 1 _ s'e fi / /v / r � • 4 ,. s r � i ..._ ; r I V I I t - I ' N� - I I W , I F r tt_ INDIANA STATE HIGHWAY C 0 MIRA, I S s 10 , , r ( Al - S W E E T . C? 0 F /,QR� IL y 4 r L �s �� aw :.�.ru onxaw�,,e o�rmacwa�aa-%r���«rw, �nnrnxnav�e�rars:rcYa�^sexo��:wr•;o v�zcsacsr;�:.aww«Y�,�'aasrn�c��t ,.�:�.,,:ar+'':�.�•m•:�: , �.,... . OT FEDERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL REGION NO. YEAR N0. SHEETS 5 1 N D. MB-892 1980 90 /80 r T i : i y << -- _.__._ Ali t 1 � I i { T _ : j. i r i t ' 1 i F� i : I i F! n r , : t i { E - t _ r , 1 _ i , _ I , I I ' f INDIANA T I W A S M. N I a I I I '"'.'.'Mir � .. 1t:. lI0.' ID0.14'F:NiEi9&DFf!Ht:'..?n•.RW+3B"M':;'-»wt#PY•s:'4Cw1�9,P!OT?{"9it'4iV&Nv.'fbpb"y.:Y•.w5>r.fi9'aN^:-!g".::r gi,.SW!'.:'.: �M,wr,.'b..Y✓:,'i.ou ,rnpr:..,,,. ..y,. ..:r.,r _N-.-a.,...:r. ..,x.' +...: v.k'.,..�r,.,..,. ,.Y .., , ..,..-. FEDERAL ROAD STATE PRUJECT N0. FISCAL SHEET TOTAL REGION N0. YEAR N0. SHEETS 5 IND. MB- 8920) 1980 31 /80 I y z m � µ ;r _ I I � G I ;t t i I M • f i , i t � r y _ I _ INDIANA STATE HIGHWAY COMMISSION SCALE - DATE- - i R �'A' SHEET . �/ OF �C3� Y P R O J E ;_;-7_ K -- ONTPAC NC. t� ID E F I LC_ : - - 4N' N�91[ .f..}.>*6Nt!+'2�mM}. ,..>.2`.si-rW9' -'.tT.G"a: /w:e,�:.,'.✓-Y'.+'+WY'�:.tN:Y•w .ti.rs:O:Y:%'41Gi"ytGuil.r'`� FEDERAL_ ROAD STATE PROJECT N0. FISCAL SHEET TOTAL Y$" itGIUN NO YEAR N0. SHEETS 5 IN D. MB-892 1980 32 /80 4 4 1-4 J-� I i I .ee i I ( _ 1 r .f I, f 4 - I : f -- t INDIANA STATE HIGHWAY N r ------ - A L E f c 1 , - v =3 A'A S 41 E E T : 032 O F �c:�Q 0 F—'R C J F, T _ r�— rt FEDERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL REGION NO- YEAR N0. SHEETS 5 IND. M8- 892 (i) 1980 33 /80 - r' _ t4 K FF j 't K , : f I � I iI f I . I , , I J _ t { , 717 -ia — } i + I - I I I 4} F FEDERAL ROAD STATE PROJECT N0, FISCAL SHEET TOTAL REGION N0. YEAR N0. SHEETS 5 IND. M8- 892(i) 1980 94 /80 i , i k 't _. A I j i I , i 1 _ , - - 1 i `i t _ 7 I i i i i i INDIANA STATE HCOMISSION I f S;C'A E - DATE� _ )R 1 ^ S'iEE7 . OF PROJ Ems , , ? ON 1 F L N:) E- F- I L_E-_ - I FEDERAL ROAD STATE PROJECT N0. FISCAL SHEET ESH�E TAL REGION N0. YEAR N0. ETSI N D. MB— 892 �l) /980 35 0 a.. ^ I I I - _ f A ,*- �- Y i r-' A a t k t i 9 i Y- i .w_ INDIANA STATE . HIGHWAY COMmISSION C 1� F SITE E T :- OF i . FEDERAL ROAD FISCAL SHEET TOTAL REGION NO. STATE PROJECT N0. YEAR N0. SHEETS 5 1 N D. MB-892(i) 1980 36 X80 r I 1 I _ q r 1 I , I : f t . E 1 F 1 , I I I ; f i { - - I _ _ 1 rt , INDIANA STATE HIGHWAY COM"M" ISSION Tl- SLiE ET . OF - - - --- _ 9 �hdT — r ` Y d-� r -- r. . i FECERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL — REGION NO. YEAR N0. SHEETS 5 IND. M8 - 892 (/) 1980 37 /80 � � f 1 i j i i +ni , i J i I F _ i , 4 r' Am a i I . i j INDIANA STATE HIGHWA I COm " ISS' 1 0N L)A { - r S`iE ET : OF Or, r SIGNAL PHASING MATCH /N LINE A )7eo1/.°�O I II 0 MI Ax + A Y Ax + A1 AY +A2 AI+ A2 I �I _ f— I N I cD (D (D I U g c� NI N 5 9 �6 8 co 6 � 6 � y 5 N \\ Bx+ BY Bx + BI BY + B2 BI + B2 �, 2 2 --- �� 2- 2C/16 PL, -- NOTE _ -- Indicates Permissive Left Turn R 3 12 6 5C 14 2C/16 2C/ 16 7C/ 14 O —_—_ ---- - - ------- - - -- ,�2 C/ 16 8 ' 5C/ 14 3 ---�--t-� 150 q� 3 7C / 14 5 5 5 1 C I I 5 i , $ 5 5 O - O s 6' OB C= r-- r— --------- ---- ---- --- -----—---- 1 --- RANGELINE RD. 150 2C/1 6 I I LA] }a- -4 -2C/16 � I 8 I 5C / 14 I - ----- -- 2C/16 2C/ I6 7C/ 14 2 - 5C / I4 — ---- 2- 7C/ 14 - - - —� 3 6 9 \ 5C/14 IN 2 - 5C/14 I I 6 7C/14 2- 7C / 14 / _ -- -� --------- \ \ 0 4-5C/ 14 \ 2 7 4 -7C/ 14 6 5 Q 2 i 4 -2C/ 16 2 2C /16 C $ 6 U y p 2 C / 8 N FL 6 - A C) Z i U I N I SIGNAL LEG E N D LEGEND 5 -1 0 Furnish & Install 8 Phase, Solid State , Fully Actuated 12 O 12' ( R 12 R I I Controller in Type P" Cabinet & Concrete Foundat ion 12 12 A> 12 I N ON Furnish & Install 1511x 3d Galvanized Strain Pole O I O12" G� 12" 12 �3 Furnish & Install Span, Catenary And All Related Hardware ® Furnish & Install I nductive Loop Detector 6' x 6' With 4 Turns (n I o i No. 14 USE - RR Stranded Wire NFurnish & Install Inductive Loop Detector 6 x 16' With 3 Turns 4 4 � _ No. 14 USE R R Stranded Wire I © Furnish & Install 2' Galvanized , Rigid Steel Conduit 6 8 1 07 Furnish & Install 4t Galvanized, Rigid Steel Conduit ® Furnish & Install Aluminum Detector Housing For Junction Box �9 Furnish & Install Handhole I� Furnish & Install 60 Amp Service Entrance on Strain Pole Furnish & Install R- 17L Sign & Brackets Furnish & Install R- IOR Sign a Brackets � I I 9 O I I 1 N D�, 4 4 U I NY I v c0 N c� 4 0 Uzi I N — — — - I MATCH i LINE A TRAFFIC SIGNALS ,I Rangeline Rd. & 116TH ST. SCALE )"= 20 ' - dn,.. .....d r 3"N.. ...,^".T'wW ..Y!1!)AYYfn. •1."Y•µ EAF:.... ,...:.M ... 'Ah .. ,. t s �L f� A - , i A 5 SIGNAL PHASING a-_j Q=j �-- . Ax+ Ay -Ax 4-A i Ay + A2 SIGNAL LEGEND co 5 I N `�° ® l� N 6 8 i OR 12�� R 12.. N N � A 12" � 12.. — _ 9 cD 5 i G 12, i N A -}� A B �G 12 5 6 \ 6 N I 2 N OTE if 5 2 4 -5C/ 14 Indicates Permissive Left Turn 2 7 2-7C / 14 0 0 2 -2C /16 —— 3 10 6 - 2C /16 ~ -- ------ 6 - — -- ------- -- — 5C/14 — — — — — 7C/14 U 2-5C/14 2C/16 2C/16 � ti 7C/14 3 � 9 5 5 5 6, ® 2- 5C / 14 (66 �7 2C/16 — I50 C� 7C/ 14 I I 8 I -- -- -- O 6 , 6, --- - --_ _ o RANGELINE RD. 6� O —__ 4 150 8 11 _ � - 5 05 8 — — _ �� 3 6 �4 - 2C/ 16 4 2C/16 2C/16 —�� I 6 2C/16 �� Al 5C/14 g FA C0 `� 2-2C/16 3 1 / -- �\ 2 _ - _L _ 5 ` _ �j 6 2 cD �p U N g N 5 8 LEGEND IU 5 N ID Furnish a Install 5 Phase , Solid State , Fully Actuated (D v 5 Controller in Type "P" Cabinet & Concrete Foundation 02 5 Furnish a Install 1511x 30' Galvanized Steel Strain Pole © Furnish a Install Span, Catenary & All Related Hardware ® Furnish & Install Inductive Loop Dectector 6' x 6' With cc 4 Turns No. 14 USE - RR Stranded Wire Furnish a Install Inductive Loop Detector 6 'x 16 ' With J a�j 3 Turns No. 14 USE -RR Stranded Wire a=j W 1 ® Furnish & Install 2 Galvanized, Rigid Steel Conduit I Q © Furnish & Install 411 Go Ivanized, Rigid Steel Conduit U ® Furnish & Install Aluminum Detector Housing For Junction Box 09 Furnish & Install Handhole ® Furnish & Install 60 Amp Service On Strain Pole 0 Furnish 8 Install R- 17 L Sign a Brackets TRAFFIC SIGNALS Rangeline Rd. & Carmel Dr. i SCALE 1 ��= 20" - - FEDERAL ROAD I FISCAL REGION NO. STATE PROJECT NO YEAR ivU I r.t F S E ,r►- IND. r�� �(` � l�� I �-�c-/ • /�mac. � I I I i 1 F _. `N ATHER HEAD I _ - � 0N' Lek L_.= E'LA: F_ ( SERVICE) f�l I�A ?;4i S. ELANDS NOTE r i FOR C,A`MA RO IRON RII N`;T. AND COVER SHALL_ BE SIGNAL 320 1-13' i )()IT E R 1 I'F I I L POLE PLATE' DS - C I r� I • NOT _• NOTE ; i ..•< < f iPE EAEAC HEPEDES a N1 NIGN aLL AND BE VICTER RTO j II 1 C l ._I. A EQL - I - E TN:'(D POL-E PLATES .AND QUIRED BY UTILITY / COMPANY. IETER < J� TWO PIPE ARMS. -- - -- 1 j - -CCU ;/: fwIPPl E 'ENTRANCE �WITC14 • �� - r, I I _ p 3 1 -- I I ' R.Il b__ �� (Y _ TEEL a{ 1 ND ;Fiif 1 I� fc ASE r - -_- a'I POLE ONLY 1 ONLY A I,� REUIRED - '- w NO 4 BARE - w 1 �.. > d F F I VI `-C t R 1tiIRE i _ I I 1 C� '\C) � I _ r 3,111 m O N (I I y r i . c •, �� � :�v�, `� i I o co GRAD= �� ,v � - .,?."TO ; REDUCER ROIN C FO RC FD � tom---- ?�� T E PIPE, n STEE` CONDUyT I I (( t L '' - ___.__...._ ..------- - I _ �T ! - 1 L CJ� i J f-S 1 N�i - I -- v I — 2 STEE1 I � � I �lI -7-, o r a i 1C� UROI,ND__ III o ROD = I III ���� _ _ 2. I 2C/8 - - t - - L 2i, CONDUIT - C ..TYPE "A" FI:?,��. �; - � � I CONCRETE: FAD - i J -u- i i A6C�RE GAT E 7,. L- __J CONTROLLER ON 2 PEDESTAL SIDE MOUNTED SIGNAL INDICATION ON SIGNAL POLE SERVICE ON WOOD POLE HANDHOLE ; _ rl 2 MIN 9 ' - _ N.•� I CONCRETE V,)ALK ,I 5 "I _ I ; i , - i - ,- - � �� .: r it i� '✓ � �+ — I �' I ;( � , �. „ = �' •: �i`; - - - UTA RAM I )N ' - t , � �, rill �' L "A'' � '>T N _ � � ; � C � 1.. 1 _ . _ �' �; _ •J . :I '�� FOR ANCHOR <-� --- I 0,1 INSTALLATION / N. --�- 1 ?'MAX• x1 I CuR[� F�A�F - T I LS I , 1' J- .--- _ .. 'I f... I i Ell � I ' I , 1 _ _-.�- _____.___. ._.______. .._..__..___.._ _....__-_.-___.-_...__. -..--_.-___.._-_______......_._.__.._...-_.-._____..___.___ _ _.-_, I � _ 7 - � � I I- � - I i 1- 1 ___ -..� __ -_-_- r T - /� 1 0 _ _ G�, �-, �E�� � ; RAIN POLE t :.__ �j A GRE �A E (.�3B PLACED IN Y _ }} A �� C 40 R 8 C' T 4 T �} = ---- - - � � "tiIIN. � F 1 ) h" _A CR__ AND f L-N. UETAI .. r- - - fir, - I , ,• �. . _ � �, �.,M ACTED T� MiAXIMUM DENSITY" AS SET t� II f OUT IN ASSNO- T 99 r-ONTROL LER 7 I. T � L_� ,�W��, IE-�• �- I _. i� '� LLVLND 5%1i " MESS EN' ER CABLE a 4-- (2) 5/1F' ESS A}3LF - ("3) _.R05B CLAMP �• Y - o • C M v a 10- 10 WOOD PC LF_ (4) CRt7S S - P : r ti ANCHOR BOLT I - _ , ) B0'T LAMP 8 3/8 SE--Rvl (5' 3- �•. ANC NOR G _. '�N�i lT) s e G 0) w __ °UI=n = _ - r-1 Null TVv'IN-EYE JCNOF �;,)D - r I _ t III\�1t1=111 1 ( � ^ , r --- t�) S RA GNT FY a N MIN HUB-EYES E Di IF -+- j t9� 2T I GRADE --I -I - . . ;i 1Nv COrvCRETE �; I = �� _ : , 6 �` 1� 10) DOWN GUA[,' u - ,,� GUYS - -- _- WALK I _ II - - I� I -- 15' --� 1) CABL GR1NG 5 1 r I • Ln 6� DIAGRAM ':A,. �'"'. '� PJ; ifl�Al_ dr i (13) SICN _ CABLE a� I - A f 10 -ROUND AGGREGATE (53 E3) PLACED IN 6 ' LAYER` ROD I AND COMPACTED TO MAXIMUM DENSITY CIE i`-;i, 1r' <,.r�.�I �_.'}•'I COUPLING C7. AS SET OUT IN A 99 uAvIN �I. ._f t SSHO T- }<F .,�� r, 1. - , I J" - ---- -- - _ _ __. _J) SPAN 8� CATENARY SUSPENSION C;DNDUIT �... CONTROLLER CABINET FOUNDATION CONTROLLER CABINET FOUNDATION TRAFFIC FIC SIGNALS s TYPE " M " TYPE " P " � PROcE�i- N0. LINE 1 "•EST TQT4L FILE NO.. - _ . �I I r �r ,,,,,,,.,., aawirr aw...>.re:a.zu.... saw®nvnn.+or...axww.,ruc nrrraeevaw sweww>muw -+ srarwa-R,. : • r. e .rveaaarvcuax,m: wvir+oeaow..os.-,.wem. wacr ,rz. ssro,+saw.+w»s.+srrt-.eaeAS... N. F-EDERAL ROAD FtSCAt f 1-4 FIE ,>To ST A7E FRC7JEC7 NCI. REGION NO YEAR ; NC1 SHEE r%, 4 NI! r ti 7 r7 i V _ ^ �t, �r,,� F I 1n C�(vtY� A ; ' .; , 2C:'1� It ,_ L A ' f _ I I I N nl� C)y _ I -r R . � - �_ - - �'°JCR !-I S I A N f ' �� F'' n. >. APPI ,V r ) I - - - r D C r - I 2. O„ 12' c .1 T • r 'i__ E'E TL( ,_)R n ., . SPF-�If ih M!N. j • 2C/16 WELDED , STkANCEC CABLE Jr'iTH Al - T _ � CON DJCTGRS TYdISTED TWO TURNS PER FOOT I L T J T I - � GRO�JN,- t3U`�NiN� - ' i i a J L1 E_ 17- '%'_TA! Ll D FiKVH VaA r k_: GTN -., --�— ---- --- -----_...----- - c n 'i f , I I OT E Q E l r< 75 ANCHOR BOLT ,- � I �----------(—�---- - (1). SLOTS IN PA�'EMEI�T AND IN CONCRETE= L �J .� GUTTER tiNCRE REQUIRED SHAL'�. BE Pv C _R E : �. --- D H A CO RE A G H- 1 :1_�. �.� - —� — _ / II JT NL TE S 1�L'IN MAC O THE DiMEN�. 'DNS SHOWN ON D _ P ., 2 STEEL _ I Z co COUPLINv _ t TE L . ��_ E.� i K Lam) ZL. INS- T iE �1� CONDL'iT P CONIC �_ _ � � OS �� _ E PLANS , O T . Dll,l[ NSION_> THE 1.00F'S C1% THIS C v N G ----------- ---- - ---- -=----- _)N 1 I,_F T FOR Xr L l t .A, 1�E- P U R PO S E.L; - -- -- I eJ 1 L �. Ir SONIC PRESENCE DETECTOR DETECTOR HOUSING TYPICAL LOOP DETECTOR INSTALLATION i _ . Y 1 s, 1 , e � I +r- =- N C_Of�CRE t a _ �.- j iI I , CONDUIT SPLICE DETAIL CONDUIT TRENCH DETAIL r:1, ! N! T1, Ci% f l OR I_ D N CABLE SF'i_ ICF- D TO f)ETECl R I-:ABLE WITH N LINL SPL- ICE KIT. 15 5 FT. EXT PA RUBBER HOB=,E 1N H.H. ; r:� }- 1 1 x 1-I F }- A D_I U C,T M E_N'T DETAILS MAGNETIC DETECTOR HOUSING WITH TYPICAL *DETECTOR TRAFFIC SIGNALS I< FOR MULTI - LANE DETECTION ca.n.,;.M,ranw ;s rms:i.mnusv .a..*.Ewa-. ar ma;..:ew.z,xsaww • ' yasw>. •..aew.,zcd• :wr ,r:.tee sass uxaac axww rcawc uuamz+.w„uerxaavm:em iw.we<vw <usn.•F» anr.,w;»lr.Y.w.rvvwo ,rser, .u.wv. x::,:.YSsr.:.:.:maw, o:>:ecxa rrero ra.* ,: raawreemarz : .as: sm-:mm.au::st:c Svc - PROJECT NO-NO- LINE i H E E T TS FILE N _,H E E F�` FEDERAL ROAD I EISCA' T SHE e f �i •A - REGION NO STATE C j PROJE T NO YEAR ( Nn I SHFt'S IND. -- -� , 4 UI'i rACE [A(-J: OF < nE3 _I 1 ' ANCHOR BOL� I<�'nL I E-rZ --- --- T 1 � CIRCLE ,AMETEK _ { T / "C ' BOLT CIRCLE D 02 CI _ - D" ANCHOR BOLT DIAMETER t r " - _- 4) 3/4 DIA. . ASV STEEL ANCHOR BOLTS _ I j 1 2 STEEL CONDUIT & BUSHING 12 3/4" DIA. BOLT CIRCLE - r I � /: , �� -�y STEEL CONDULE7 8. --' TOP VIEW BUSEaING \ 1 -- —_ I�--- A S Q U A R E -- — TOP VIEW TO FD _ A X i GROUND PUSHING BUSHI N' A _ - (4: )!;NU �� cv cv - _ -- --- FOUND BJSHIIvv QD LSO �P . I 'f -- -- i ._ ,_ � � � TWC� QIE7ES OF BASE. - 5QUARE NUT UNDER EASE jl -— -S�DUARc r���T u�, _-� EASE ! ' ' = .� � � . I I ��_ -- - I t PLATE FOR PLUMBING I i P I I OR RAKING POLES „ o l p I I OR RAKING POLE. PI ` I ' P I I A,'l OR B I GROUT TO F E` �!_E N _ � I r ', - c r = P E1 = II Ii II iAND? ? 'I nj i rs AF TE_:I ULE. I_� mot_ , I I d C1 Af ik F (___ I 5 ) +� - -- - - - - S L) 4„ PE 7 ��� a AN PLUMBED. I 1 D I _ -- � ' ' ANCLiC)P B-)LT u I; v ANCHOR — - - � I ! BOLT �1 � 'I o � HEX HEAD � ^ 1 _r, JL RE_w fI � � /i� ,� ��AI v --._--C- •TELL �-ONE")� __ �j __- -- - .._ - � i i.,)L. � i I D I } 1 1 -, d v - ° i o _.� _ -- -- - --°- 1 __; _ Ire '/ S T _t L_ - f - 1 i �J P j v CONCi�ETE h i - _, SIDE VIEW I R,r, I,D F�c n SIDE--E ._ --- �IDE VIE DE VIE l ------------- FF'OLE SIZE A 1 8 r C )k D � Eli F j-=G _- I � r LF ---- D E 1 F_ �' - - _ - } _ , 4 K" r—F 96 5-3/4 � � 72 5- 1/4 F 13 X 30 3F - -_ - - -- 2G �J _ - ` - 5 I n K _ TYPE A FOUNDATION 14"X 30 36" , ,- -,� . 96 _� �I 3n 1_ 36 �_� I �4 g4 6 D A 10 N f 1i4 -_ -�-- 1- - -- - -_ --�- �i - - ' k ,,�4" CAST IRON B A S E 6 ./2 ' 15")( 30 — —6 -- ---- - - 3b 9 7-1 M..�� �t _. ; � � �. ° rl�lsi-,ING� P(_-,i_F_ . OR !,S SFi_CIFIE r) OF? AS SFE C:FIUL) STRAIN POLE MAST ARM SIGNAL POLE FOUNDATION FOUNDATION vARIaBLIE ~ - T;,PERED• ALUM TUBE INTERMEDIATE I" WIHJr G ALLOY 6063 T� HC)L E WITH GHC lV�MET r 2�� PIPE ELBOW POLE CAP ALLJ! 43 I;"2"- i3 N.C. ALUM. -- � �; G c ' (THREADLESS) WITh S `: SCREW ) rDWE 81 " RUB- v s 3L,E'FTTER POLE CAP ALLOY 43- ,F<.IAf?., t--- - _ 12'-�' BER GR, MME-' .� � ---_ WITH S.S. SCREWS-I 3"� 6-1/2" 5EC'TIONa - '� ALLC'Y 6065 T6 I t_ (I" 6! -MOUNTING STRAP I,/6 SECT WITH I/2��- 13 N.C. ,, r VAS 'A'3 PIPE ELBOW t ��R e �\ �.? _- S.S. HDWE N"EP,PrIEr'ATE Yv'R iTH FAL'LF _. 'i) �� \ R FR vTAP.. ED ALUM. TUBE , ALLOY 6063-T6 V -MOUNTir)G STRAP WITH m ?Ar.({�S ALL-17f 356-TCi � v - r 4 �- " ' e I/2 13 N. 5.3. HLw I- I/4 DIA, W,RE. HOLE WITH I I.D. -;- TA.PERFD ALUM. TUBE RUBBER GROMIMENT ALLOY 6063-T6 �t } CAST ALUM. POLE SANDS ALLOY 356-T6 WI1"F( 1/2" I -13 N.C. S.S. HDWE a 1/4 DIA.DIA. HOLE WITH GROUND TAPERED ALUM. TUBE - r I 1.D. RUBBER GROMMENT LUG ALLOY 6063-16 SATIN GROUND FINISH TAPERED ALUM. TUBE _ ALLOY 60E-3-T6 II 4 6 HANDHO�E WITH SATIN GROUND FINISH -- -- � COVER AND S.S. SCREWS (D 1. ADJUSTABLE BRACKET BASE FLANGE ALLOY 356-16 WITH r 4" '( 8" HANDHOLF WITH BOLT COVERS AND S.S. SCREWS FOR MOUNTING INTERMEDIATE SIGNAL HEADS ��� S.S. SCREWS s BASE FLANGE ALLOY SIGNAL POLE ON MAST ARMS 356-T6 WITH BOLT COVERS AND S S SCREWS. COMBINATION SIGNAL POLE TRAFFIC SIGNALS FROJECI' N0. LIn,F SI4EET TOTAL FILE ___ NU SHEETS tL Al i { t , 1 w SIDE DITCH �0* 0 U"*' D I I"\4' G SUMMARY TABLE LD SIDE DITCH & SODDING SUMMARY TABLE PAVED SIDE DITCH SODDING PAVED SIDE ITCH SODDING i r, 5 r .1 a , r 1 , } a° , r r i t PAV r r r { j I i I s i i { I PAV 1 i i ,. i r .. , i f i t r, SIGN TABLE y a RANGE- LINE ROAD T , LA,�E USE CONTROL LANE USE CONTROL STOP SPEED LIMIT NO PARKING F ( 30 MPH ) TYPE: — R- 1003A(R) TYPE — R — IOR TYPE — R — I —A TYPE — R — 2A TYPE R — l8 i — T— — 1 LOCATION EA. AT 10 N EA . LOCATION EA LOCATION EA. LOCATION EA. LOCAT ION EH. rr f ? 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R- i�11 ti, !`11 G "i S16NAL /NOtcATro�/ EACH - _ _ 8 8 " n - WAY 3 SE ,0 , I6 �7$2/U C , , �'V ( i _ �� I;- `A�_ I y !�+' StCNA[. �NrJK ATio�c/ EA� N - - I - ` AY, 3 SECTIOiIE !. +_"+ TI'_i.LLY GROGRA.Mi`tEG _ SIGNAL FACE ( 12" R 121, A ii" G EACH 9 4 " IPICANC-E`>CEfJT 1hAL'K- C.J(IIT WALK INDIC'�,TI�N EACH 1 + F 12" INCANDESCENT WAL K-r�OIIIT WA'_K INDICATION EACt i i PEDESTRIAN PUSH- BUT TON 81 JIrJ EACH Z 2 -- G74379� •� CuA1,tNEL iNOUc-r��E Loop `pETE�R, AMPLIFIER, ANA NgRtJESS CA�HI - - - t - r INDUCTIVE LOOP CETECTuh AMPLIFIER - DIGITAL 4 CHANNEL EACH 5/6 X 2 % SAW SLOT w/EPDXY SEALER FOR LOOPS + - _ _4 _FT. A 116th ST INTERSECTION CAST IRON BASE. ANCHOR 60LzS 81 T'+'r'E ..A„ FOUf4DAT10+ ' EACH - � -- I f , t 21 PEDESTAL (411 P;F�E) EACH B --- CARMEL DR. INTERSECTION I i 81 PEDESTAL (4" PIPET WITH CAP _ _- EACH __�..-.._91 PEDESTAL (411 PIP E) WITH CAP EACH f 12 MAST ARM, POLE, BASE, ANCHOR BOLTS a NUTS EACH 15 MAST ARM POLE BASE ANCHOR BOLTS & NUTS EACH t ; ; 20' MAST ARM,, POLE, BASE, ANCHOR BOLTS & NUTS EAC!-i 2F1 MAST ARM,- -POLE, BASE, ANCHOR BOLTS a NUTS EACH 301 MAST ARM, POLE, BASE, ANCHOR BOLTS 81 NUTS EACH -- - -- 351 MAST ARM, POLE, BASE, ANCHOR BOLTS & NUTS EACH - f FOUNDATION FOR MAST ARM EACH INDUCTIVE LOOP DETECTOR 6 X 6 WITH 4 TURNS- N2 14 USE - RR STRANDED WIRE EACH 9 4 ! - - + - o I3 INDUCTIVE LOOP DETECTOR 61 X 161 WITH 3 TURNS N- 14 USE- RR STRANDED WIRE EACH 12 # 18 ? 30 ._ . _-__ _ 8�0 30 �T. 5Tl5JfL 5-TRA/N _ _ _ - - - + 1 ANCHOR BOLTS t31 NUTS ± EQ ;H i 4 4 7$ 05' S TES t / r -1 - - - - 1 9 s i? ru POLE l�vu�lD ,c�7lON `3 K 3 �1 �( s F7� EACH 4 4 }_ _ 8 i 8 CL CYP SERVICE POLE EACH : 78415` SPAN 81 CATENARY 81 l�tT7tNC� - EaCH 4 4 VERTICAL Plf✓E i EACH _ I i MID MAST MTG. ASSEMBLY _ EA'_ H r_ ; 1-WAY POST TOF SLIPFITTER EACH � - +-2-WAY P O..>T TOP 0 SLI PFITTER POLE PLATE a BANDS _.n. _......-. ONE FACE SPArl WIRE HAHGEP ASSEMBLY EA'' H ? TWO FACE SPhN WIPE HAfJGER ASSEMBLY EACH r !78 ��'`. ENTRANCE SWITCH 81 FITTIrI!-S _ ONE FACE MAST ARM HANGER ASSEMBLY --- -- GA� _VANIZEC RIGID STEEL CONDUIT _FT 06.4�f S-i•�E L P T 1 PIPE �CO(Ji UI ,� 2.'t - LFT :. 1 095 740 } - _ I .T. _ - ._L PPE 411 066tiJ(,� S i t :O Pd D U I T� ' LFT - 1835..---- t IO 10 4 PVC TYPE n COND'J!T IN C0 1 C R E E ( -WAY) i LFT 20 PRECAST CONCRETE P U L L b J X EACH LFT i I 78465 2C/8 SIGNAL_ CABLE - - - - ----— — 60 Li3C/14 SIUNAL C'ADL E —+---------_--- ___ --- -- 7F348S 5C% 14 SIGNAL CABLE -- - _ _ i_F 860 795 F -- - _ -- - - - -- fi I 79490? 7C/ I4 SIGNAL CABLE - -- r- __- LFT. 745 360 e __-__ I R • IO(R) SIGN a BRACKETS - ; �- f - 5- II0 __.-._.. _ .__ EACH i I I - 1 - --- - ! IC/14 THW STRANDED WIRE FJR LOOP DETECTORS LFT r s 75901 H A N D H 0 L E -- -___ EACH 10 R 17(L` SIG N a BRACKETS EACH 4 2 -- -- _- , T�510a 2 C .' l6 SH I E L G E G C r�3 LC FOR L DD PS i - ----- - LFT. i 18 50 19 50 -- 3800 7852 �� MISCELLANEOUS EQLIFMENT r�,e -r1QAr�rc- 16114 -5 � L.S. LISTING OF MISCELLANEOUS EQUIPMENT FOR TRAFFIC SIGNALS IS FOUND IN THE TRAFFIC SIGNAL SPECIA_ PRJVISIONS PROJECT NO. LINE SN—A 0— SH�ET� FILE -' w... -:tt �:�.�' �• �rF� �' .:: '. '.:. ',. .':. �• •.� 5', ;' i� °� —' F.A SM 4 .[t itif.'4A+3 114 - IIIVI�)IN�; - i R r- ° , 2000 , a a Z , . i 2 L F 1 , � •. �,�c4i F�EMOJ�I :)F �tJAkC�RAIi_ LFT . ,. .� i ,,,t,', , r : I 7 t S r. lZ„ " „ r SIGN TYPE F1 8 wi PCST A i �L; ,AID ENS Tn"tti� ME:�T �A �- 70051 SIGN R N PC` l A c 7 o ` � SIB T rP� F� w� .. E _ • R t : x , l t r f i f e , RAILING, U MINUM ( I12 0 ) LF1- `�h •. , ., �. � r• -, a .. _ , 04226 COLD MIXED BITUMINOUS BASE F R ONCFiETE 0 r NO 2 ( OPEN GRADED ) _.. ;04105 PURE 'ALCIUM CHLORI DE_,. _._ TON 04277 OPEN GRADED BITUMINOUS • _ , _ , _ ;I-N, T'�PE TA(R) POST �A � ON ` • BASE NO 5 WOO t .s. t , LG 04267 BITUMINOUS BINDER, NO 8 OR 9 TON 1 a _ oNCr ETE ����.�F � WALL LFT �'l� R� t I-W4 7 _ A JL f • t _ t ir`cc Pro fc.cfio r7 7-p c A E� _ _ v p �r� .. _ " ?�1O THF �"MOr L A T� � ' LINE. ,4 � -4- 04348 SEAL COAT, TYPE SY; �KIF r� � I � 4 'N UT , pp 7` 45 TIIERMOF'LAS1 �, I INF SOLiD° • � ._. � � F_i_.LCW 4 IN LFT. T�300 1 HERMJPLASTIC SPEC'iA _ MARKING, 2 CROSSWALK LINE 5 IN LFT ,2 9 THERMOPLASTIC SPE1, MARKING, i 1 7 F STOP LINE 24 IN LFT, ' ' t :r'•:_ s 75320 ';THERMOPLASTIC 'JG� _ +{ I 7 t LANE INDICATION ARROW EA 17 >r -t- i T 325 r T HERMOrL- ST1C _SP_ECIA L MARKING , Y, t s WORD 0 N LY EA 01 of fc. Y NC f iwE.. iHEET T TOTAL ' stLE OCTOBER 1979 + NO H ,SIB 892Ci) 54 n j ■j _.J1 L.• S A T PRO.�E r� NO f'FARL.. _.�SHEET 7 ',Hf FAiI,S_ Rlo] NIARY n: . ,. r SIZE KIND 4 6 8 10" i2 15 18 21 24 30 36 42 48 , STEEL THICKNESS { t THICKNE TOP a SIDES SS STRUCT. PLATES BOTTOM A, +k STEEL ;.TOP_ _a SIDES .� BOTTOM , t n GROUP L ,� � GROUP CS f(3CCS) 1564 by t � GROUP } GROUP - - -- GROUP t a GROUP � ->._., «• ;�,:. ,� :y GROUP r .. GROUP -- u/tG'%sf,ribu+ed '-�u(�nf,f,es, K .. . � _. ._______-• ._ ____-+ _____.-� _-- ', REINFORCED CONCRETE r_ EXTRASTRENGTH REINF. CONC. --_ HEAVY DUTY RE INF CON G. VITRIFIED CLAY CULVERT _ ._ _ - _ --� CORR.STEEL I FULLY BITUM. COATED CORR, STEEL FULLY BITUM. COATED CORR . _ STEEL WITH PAVED INVERT , FULLY BITUMINOUS COATED _ PERFORATED CORR. STEEL 2 � AiNTiL� C1rA33 3'T`ANDARD DRAINTI LE CLASS EXTRA L DRAINTILE CLASS HEAV y" DUTY * STRUTTED 1 i 'I :�il"� P F(* ERDI+AfN.� 6 LIN. FT AUTO DRAINAGE GATES I ' ll R ��, - _ - ail COATE�<�NON `�IFORA`TE.") "IRR Gt HEAD EAC.:;t� a CZTEfL "THICKNESS 0.032:1 �`t UIVDERDRAiN.-; ¢. A� i. S r._sNi AG E: I i . y. .� w _� GRE OR UNDERDR IN$ �; KIND a W _. �A G GATE F A Y '^'/�y 1 ' `A-' d �b ` = �.s �: ..: Y FULLY EDIT. COATED PERFORATED CORR. .AST ING S —1 LA.J McL� 11 ul - �l$ $.� .! ..� L,2.1 L,6 Ma +,C:.' ,,,p.; i.a. .n, .}.' �.w! 1Al 5,.4..' i L` I N IR Ell ti F. ET I v SQ u� t,.4 ;,, x �E �L� T� CsUSTrD SPRING N R F Yra c �; ;r� .� k ,_. TO GRADE SP O EL N.F a ; a �S KIND EACH EACH : THICKNESS ;TOP 8 SIUES STRUCT. PLATES BOTTOM STEEL TOP a SIDES �..3N +. .. ' ,UA ' �' G N �' IT Y CASTINGS FURNISHED THICKNESS .13� t QNCRI� T f :*-ASS`A ` IN ►TRU 'I"URES CYS Z 7� - s AND ADJUSTED TO GRADE A0E GROUP G- - _ S TYPE �' , ±�EifVFt�t��:IP�It� S"�F�:I,� Ft:)R STRUCTURES LB /_�� � �� EA�_N , TYPE {_EAR d GROUP G CYS_____. _ GROUP G- X)NC:Rt T , LASS"A"IµOR INTEGRAL- GROUP H- �:�a.t ?H 1AAt_K CYS GROUP H- . .. GROUP CORR, STEEL P1 PE ARCH S -RUCT, PLATE STEEL IN E"! ',ATC:H BASIN INLETS CATCH BASINS USING CA3 r ING LAS T' PE F4CH T YPE A�_H TYPE E-A01 917 COAT. CORR. STEEL ARCH _ USING G CASTING PIPE ARCH - IN PLACE IN PLACE c? T YPE ; EACh - TYPE , EACH_ _. IB T. COAT CORR. STEEL PIPE -- - ARCH WITH PAVED iNVER`T ' - PIPE RECONSTRUCTED MANHD F,S PIPE ENG SECTION �BASINS t STRUCTURE , ,. EACH SIZE EACH REINF ELLIPTICAL CONCRETE PEACN iE E �5 SIZE t M A N CATCH BASIN �� 1 22"X t3" INLET " I « _ b _25 X 6 _ t - _ «.. - 2"i : TTT f I#)*SPAN"AND "RISE " WHEN OTHER THAN GROUP "Ci " OR GROUP "H" IS SPECIFIED. 36".- :43 X2? , r/`