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Home My WebLink About116th Street Road Plans by Gray Rd As Builts ROAD CONTRACT NO. 720 131 FEDERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL REGION NO. YEAR NO. SHEETS 5 IND. STP-88860) 1991 1 66 DESIGN DATA INDIANA A.D.T. (1990) 12,954 V. P. D. A. .T. 2010 ) PROJECTED 23,300 V. P D. D.H.V. (2010 ) 2330 V. P H DIRECTIONAL DISTRIBUTION % DEPARTMENT OF TRANSPORTATION TRUCKS D.H.V. A.DT 3 % DESIGN SPEED 40 M.P. H. ACCESS CONTROL NONE FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL PLAN AND PROFILE TERRAIN LEVEL F PROPOSED o S AT HIGHWAY ( ) P. E . STP._ B C R/W • ( � ) CON CONS T. �- UTI L. BEGINNING AT A POINT IN THE CENTER OF 116th STREET APPROXIMATELY 1,040.4 FEET WEST OF THE NORTHEAST CORNER OF SECTION 5, T. 17 N., R.4 E.; THENCE y EAST ON AND ALONG THE CENTER OF 116th STREET A DISTANCE OF 1,600.00 FEET TO A POINT APPROXIMATELY 579.6 FEET EAST OF THE NORTHWEST CORNER OF .SEC- TION 4, T. 17 N., R. 4 E. ALL IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA i GROSS LENGTH'- 0.307 MI. NET LENGTH'- 0.307 MI SCALES :- LONG'- I = 201 HORI Z '- 1"= 201 LOCATION OF SECTION INDICATED THUS PLAN TRANS '-I"=201 PROFILE VERT:- I"=101 MAX. GRADE 5.24 % _ FOR PLACEMENT OF CONSTRUCTION SIGNS AND BARRICADES. SEE SHEET NO. 15- 17 BOARD OF PUBLIC WORKS - --- —----- ------ R. 4E. -- AS BUILT _j" TED JOHNS N, MAYOR EAST 126th STREET II AUGH TORY, MEMBER ) o cc zw __ o •\ III x' Y�:. �� • _ 4 /Z,4/ END STP-PROJECT 8886( ) 1 RICK McKINN EMBER STA. 86+7 A` lJ u' „ NE, - Recommended for Approval f 33 D to ` BEGIN STP-PROJECT 8886( ) \\` 32A � __ ______=__ __�_�_�___�~ _ � , • r, A STA. 70+50 ..A.. ,M' _C L A Y T W P. a „" W - Road Engineer Z N COOL T. 18N. EAST COOL T.17N. I , Recommended for Approval T " 14.4 L. �xwtttrifrr�� F �° Date z Ile, Y i ._3 74 Wl Design Consultant Services Manager J 4 a \ SCALE I"= 2000 113T1: Q MOTIL ER /�'/-88867 Approved -2 2 -'lz APPEARS ON T"Mi PLANS OR CONTRACT DOCUMENTS O , Date R SHALL BE INTERPRETED AS )) _ EAS / ' 2 o T 106th STREET PIPELINE " Chief, Di si of Design FEDERAL HIGHWAY ADMINISTRATION HAMILTON CO. DEPARTMENT OF TRANSPORTATION BUTLER, FAIRMAN and SEUFERT, INC. p G .,. F ,ti �. ''` `t� APPROVED i�r� r Yo INDIANA DEPARTMENT OF HIGHWAYS ENGINEERS j t ' STANDARD S P E C I F I C A T I O N S DATED 1988 9405 DELEGATES ROW TO BE USED r", � y �,•°' DIVISION ADMINISTRATOR DATE WITH THESE PLANS INDIANAPOLIS, INDIANA 46240-3805 X — 317 573-4615 ROAD FILE:- //�� NO• 5 I S / PR SHEET TOTAL r1F i � PROJECT NO NO. SHEETS LINE ;STP-B 886(1) I 66 1 24G7 GENERAL NOTES FEDERAL ROAD FISCAL SHEET TOTAL TILITIES DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS INDEX 5 I N D M—B886( 1991 2 66 Standard divided lane sections for Federal Aid Projects as shown on Sheet No. to be used on the project. F.H.W.A. DATE ADOPTED "A" or PUBL/C SERI//CE OF /ND/AN.� JONES /NTERCABLE SHEET N0. DESIGNATION 1441 SOUTH GUILFORD .. 516 EAST CARMEL DR. Standard ramp section to be used on this project. Pavement thickness shall be inches. APPROVAL LATEST REVISION "R" CARMEL, /N. 46032 CARMEL, /N. 46032 Standard single lane pavement sections as shown on Sheet No. to be used on this project. 1 TITLE SHEET 844-8877 2 INFORMATION SHEET 846-2595 A inch Bitum. pavement shall be used. 3,4 TYPICAL CROSS SECTION Typical cross—section as shown on Sheets No. 3 and 4 to be used on this project. 5-7 MAINTENANCE OF TRAFFIC /ND/ANA BELL TELEPHONE COMPANY CARMEL UT/L/T/ES 8-16 PLAN AND PROFILE 5858 N COLLEGE AVENUE CARMEL C/TY ENGINEER * Standard under dates as listed in the index on this sheet to be used on this project. 17-28 D E AI S INDIANAPOL/S, IN 46220 1 CIVIC SQUARE All Ditches of 1% grade and over shall be sodded except where ditch is in rock cut or where Paved 29 SIGN AND SIGN POST SUMMARY 265-2727 CARMEL, /N 46032 Side Ditch is to be constructed. 30 MISCELLANEOUS TABLE 571-2441 Sodding shall be placed as shown on Standard and Typical Cross—Section and on Miscellaneous Standard 30A UNDERDRAIN TABLE Sheet MB". 31 ESTIMATE OF QUANTITIES 32 STRUCTURE DATA INDIANAPOLIS POWER AND LIGHT All Earth Shoulders, Median Area, Cut and Fill slopes shall be plain or mulched seeded. except where Sodding 25 MONUMENT CIRCL is specified. ST'D DIVIDED LANE SECTION CIRCLE is Overhaul and Added Haul Quantities as shown in the Balances are for information only. P.O. BOX 15958 ST'D SINGLE LANE SECTION INDIANAPOLIS, IN 46206 Excavation Quantities as shown include estimated excavation for Public and Private Approcaches. See Table ST'D RAMP SECTION „ 261-8261 on Sheet No. 31 . P V T IN B The final Cross—Sections of the "Grading Contract" shall be the orignal cross—sections of the "Paving Contract" 33 ST'D PAVEMENT JOINTS SHE ET MISCELLANEOUS STANDARDS SHEET MA * R3-1 -90 except that partial or complete cross—sections shall be taken if necessary to determine the actual quantities MISCELLANEOUS STANDARDS SHEET MA-1 of Excavation. MISCELLANEOUS STAND RDS SHE "MA-2" Paper relocation is to be cross—sectioned by the Project Engineer before construction. MISCELLANEOUS STANDARDS SHEET "MB" 34 MISCELLANEOUS STANDARDS SHEET MB-1 5-19-88 R4-4-88 Where existing surface is located outside the limits of the limits of new construction between Station and MISCELLANEOUS STANDARDS SHEET MB-2' Station , the Contractor will be required to remove the present roadway surface and base as directed 35 MISCELLANEOUS STANDARDS SHEET "MC" 1 -11 -89 R9-1 -88 REVISIONS by the Engineer. 36 MISCELLANEOUS STANDARDS SHEET "MC-1" 1 -11 -89 R9-1 -88 37 MISCELLANEOUS STANDARD SHEET "MD" 12-27-82 R10-1 -82 For Kinds of Pipe permitted for each size and classification as shown on the Structure Data Sheet, see 38 MISCELLANEOUS STANDARDS SHEET "MD-1" 12-27-82 R10-1 -82 SHEET N0. DATE REVISED Miscellaneous Standard Sheets "MP" and "MP-1". MISCELLANEOUS STANDARDS SHEET EET MD-2 — — ADDED TEMPORARY PAVEMENT SECT/ON Such part of existing downspout drains that are disturbed by either adding or replacing the curb, shall be 39 MISCELLANEOUS STANDARDS SHEET "MD-3" 12-27-82 R10-1 -82 5 4- 14-92 ADDED TEMPORARY PAVEMENT NOTES replaced and connected as directed by the Engineer. Payment for this work shall be included in the MISCELLANEOUS STANDARDS SHEET MD-4 8 9 /D r¢ is — — ADDED UN / TR/BUTED UANT/T/ES Contract unit price for this work shall be included in the contract unit price for " Curb." MISCELLANEOUS STANDARDS SHEET M 4-23-92 AODED BELL TELE�°//O/1/E UT/L/Tj'' MISCELLANEOUS STANDARDS SHEET ME-1 34 /7¢-3/ 27- Z yr rr, cfe f The Contractor must accept the plan quantities of Subbase as given on the Estimated of Quantities Sheet 40 MISCELLANEOUS STANDARDS SHEET "ME-2" 6-27-85 R9-4-84 subject to the conditions as set out in 304.07 of the Standard Specifications. 41 MISCELLANEOUS STANDARDS SHEET MH 6-20-91 R3-1 -91 The minimum grade for Underdrains shall be 0.20%. Where the profile grade is less than 0.20 42 MISCELLANEOUS STANDARDS SHEET MH-1 6-20-91 A Apr. 1991 special grades STANDARDS,43 MI6-20-91 R4-1 -91 SCELLANEOUS SHEET "MH-3" for Underdrains shall be established by the Engineer. T NDARDS, SHEE! to mist County Road shall have 4' Edge Lines and Skip Center Lines as set out in "Special Provisions" MISCELLANEOUS STANDARDS SHEET MI-1 and Yellow Barrier Lines shall be placed as shown on plans. 43A MISCELLANEOUS STANDARDS SHEET ' MI-2 6-20-91 R4-1 -91 ' MISCELLANEOUS STANDARDS SHEET "MIX All Limited Access R/W (L.A. R/W) to be fenced with Chain Link Type Fence (C.L.T.F.) or Farm Field Type MISCELLANEOUS STANDARDS SHEET MJ-1 Fence (F.F.T.F.) as specified in the plans. MISCELLANEOUS STANDARDS, SHEET MJ-2 MISCELLANEOUS STANDARDS SHEET "MJ-2A" Curves shall be Super elevated according to the Detail on Sheet No. 20. 44 MISCELLANEOUS STANDARDS,- SHEET MN 9-24-85 R6-3-85 A Keyway Joint is to be constructed on Median side of each pavement. MISCELLANEOUS STANDARDS SHEET "MP" 9-24-85 R6-3-85 MISCELLANEOUS STANDARDS SHEET "MP-1" Contraction Joints shall be placed at all manholes within pavement limits. 46 MISCELLANEOUS STANDARDS, SHEET MQ 4-10-84 R2-1 -84 47 MISCELLANEOUS STANDARDS SHEET MR 4-10-84 R2-1 -84 Contraction Joints shall be placed at the beginning and end of all radii, at Street and alley intersections. MISCELLANEOUS STANDARDS, SHEET MS-1 All Highway Drainage Structures 42" dia. and over have been designed on the basis of a 10 year storm 47A MISCELLANEOUS STANDARDS SHEET "S-1"MISCELLA T frequency. (Except Structures 42" dia. and over have been designed on the basis of a 10 year storm MISCELLANEOUS STANDARDS SHEET MT-1 frequency. (Except Structure Numbers , which have been designed for a year storm frequency.) MISCELLANEOUS STANDARDS SHEET MT-1A The elevations of the design headwater for each culvert having a design flood of more than 500 cubic feet MISCELLANEOUS STANDARDS SHEET MT-2 per second on the Plan—Profile Sheets at the culvert locations. 48 MISCELLANEOUS STANDARDS, SHEET "MT-3" 8-5-88 R8-1 -88 MISCELLANEOUS STANDARDS SHEET "MT— The quantity Crown—Vetch Seeding, shown of the Estimate of Quantities Sheet is to be used at those 49 STANDARDS, SHE I 12-1 -88 R9-1 -88 locations where the slopes are 3:1 or steeper or in an area requiring sand cut or sand fills or as directed 50 MISCELLANEOUS STANDARDS SHEET MT-20 7-13-88 R6-1 -88 by the Engineer. 50A 8-5-88 A Aug. 1988 50B 6-28-89 5-1 -89 The quantity of Peat "Excavation" as shown on the plans has been estimated on the basis of theoretical 0C 12-1 -88 R9-1 — cross—sections by using Method "A" where it applies and Method "B" where it applies. 500 -MISCELLANEOUS STANDARDS. SHEET "MT6r' 8-5-88 A Auq. 1988 Preformed Joint Material for Cross—overs, Drives, Road Approaches and Sidewalk will not be paid for directly, 50E MISCELLANEOUS STANDARDS. SHEET "MT6 ' 6-28-89 R5-1 -89 the cost thereof to be included in the contract unit price for the various items in the contract. 50F MISCELLANEOUS STANDARDS SHEET "MT6G" 8-5-88 A Aug. 50G " 8-5-88 A Aug. 1988 For Paved side ditch and Sodding Quantities see table on Sheet no. 50H 12-1 -88 R9-1 -88 51 MISCELLANEOUS STANDARDS, H 1" * D3-1 -92 /W INDEX When Guard Rail Type "A" is called for on this project the Contractor shall use the Steel Beam Section only. ST'D STR. CONN FOR EXTENSION SHEET MU SHEET N0. DESIGNATION When Guard Rail Type "B" is called for on this project the Contractor shall have the option of using either ST'D R.C.' BOX CULV. Ithe Steel Beam Section, the Semi—Ellipse Aluminum Tubular Section. ' V ST'D R.C. BOX CULV. SK. END & WING DIET. SK. When Guard Rail Type "E" is called for on this project the Contractor shall have the option of using either ST'D R.C. CULV. W.O.F. the Steel Beam Section, the Semi—Ellipse Aluminum Tubular Section or the Steel Tubular Section. ST'D. R.C. CULV. U.F. When Guardrail Type "F" is called for on this project the Contractor shall have the option of using either the ST'D. R.C. CULV. W.O.F. SK. T' V F Steel Beam Section, the Semi—Ellipse Aluminum Tubular Section or the Steel Tubular Section. GUARD RAIL SHEET GR-1 When Guard Rail Type "G" is called for on this project the Contractor Shall have the option of using either, GUARD RAIL SHEET GR-2 the Semi—Ellipse Aluminum Tubular Section or the Steel Tubular Section. GUARD RAIL SHEET GR-3 The Engineer may Change the type of Fence shown on the Plans upon Receipt of Reasonable, Written GUARD RAIL SHEET GR-4A GUARD RAIL SHEET GR-4 Justification from the Property Owner. ALUMINUM GUARD RAIL DETAILS, SHEET GR-5 Prior to extending existing pipe structures, headwall in place on extended end shall be removed. STEEL TUBE GUARD RAIL DETAILS SHEET GR-6 GUARD RAIL PIER CONNECTION DETAILS SHEET GR-7 Unless otherwise specified the contractor shall have the option of using either Hot Asphaltic Concrete (HAC) GUARD RAIL SHEET GR-8 or Hot Asphaltic Emulsion (HAE) on all Bituminous items. GUARD RAIL SHEET GR-9 Movement of excavation is shown on Mass Haul Diagram on Sheet No. with the entire project GUARD RAIL—BURIED ENDS SHEET GR-10 GUARD RAIL—BREAKAWAY CABLE TERMINAL SHEET GR-10A being one balance. GUARD RAIL—BREAKAWAY CABLE TERMINAL SHEET GR-10B All Revetment Riprap to be Placed over Geotextile. RAILING CONNECTION DETAILS SHEET BR-5 _CONCRETE MEDIAN BARRIER. SHEET CB-1 Q REPRESENTS GENERAL NOTES REQUIRED ST'D FOR SUPERELEVATION, SHEET ST'D DETOUR SIGNS SHEET 1 h ST'D DETOUR SIGNS SHEET 1A 6-20-91 52 ST'D DETOUR SIGNS SHEET 2 —1 -9t Q) 53 ST'D DETOUR SIGNS, SHEET A A Sep. 1988 54 ST'D DETOUR SIGNS SHEET 3 * ST'D DETOUR SIGNS, SHEET R Sep. 1988 54A ST'D DETOUR SIGNS SHEET 4A 1 —1 1 -89 ST'D DETOUR SIGNS SHEET 5 R9-1 -88 TRAFFIC SIGN D ETA IS SHEET 9 z i 55-66 1 CROSS SECT IONS F.H.W.A. APPROVAL PENDING PROJECT NO. LINE SHEET AL U93 I 2WETS I FILE M-8886 2 66 2467 REVISED 4-27-92 COMOGCted AqQreQate T e Construction FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS 6'-0 Varies Varies 6**-0" 5 /ND U-8866( 1991 J 66 0'-0„-to 12'-0- Grade Os Shown on Pro�lle "If Z SIOP e V4 'If SIOP& �14 �12 f t. Bituminous Coated Aggregate Base, Size No. 6'j Slopes May Be Increased Where RIW Req Conditions Warrant. Underdral�7 d.** (TYP.) I- For DetGIIS of Underdral�7 See Tack Coat q-�T GeotextIlle Misc. Std. Sheet "U/V”. Prime Coat 6"' Special Subgrade Treatment -;t Use 1 '-0" Width From StG. 74*60 'JPR- 1" TO Sta. 78*00 "Pl?- 1" Lt. & Rt. CUT I Sur/ace 11 HV f itit Slope From Sta. 79*45 -PR- 1- To 220,, Stc. 8J*50 J�4" Z-t. Bituminous Binder 8 or 9 HV (T ,yp.) 7741Syd. Bituminous Bose 5, HV (Tyo.) 9" Compacted Aggregate, Type X for Base No. 53 „p„ TYPICAL CROSS SECTION Scale 2"' Sta. 78*00 to Sta. 79*20 Construction ellol -9 ' - C" 12'-0" Varies Varies 12'-0" 8,-0", to 0,- 0"8,-0" to 0,-0" 81-0 AF All Seal Coot Oe�Gll "A Seal COGI DETAIL A Type 2 Type 2 SCG/e.- %4 1 14 Slope 'lf-t ilk Tack Coat Yd Bituminous ous Bose 55, L (T1p.) f-X1511'1'?_q PCVeMel-71 Prime Coat 6" SpeclG/ Sub' de Treatment graL Hl?urnl'nous Surface 11 HV CUT 270#/:Syd, Bituminous 8/n(:/e,- 8 or 9 440#j`>yd, "I*nI'MUM Base 51 /770,,f1,5'ycJ. H,?um1nous Hcse 5, HV (7yp.) 9" Compacted Aggregate, Type for Base No. 53 "0" TYPICAL CROSS SECTION � , , Sca/e -yj6"1- 1 0" Sta. 71 f00 7-11-e I Sta. 74-f-60 "PR I Sta. 84f5,5 74" to -Sta. 87j-00. 03 Construction 6'--O't �Ijoes 12' --0" 81--o" 12'---0" Varies 0'--0" to 12' -0" 0'-0" to 12'---0" Grace as (;I-Iown on Profile le 12 If-t. -it:-?t- SloPe �12 Bituminous Coated SloPe �14 'IFt �f- �� — a- Aggregate Base, Size No. 5 6 Underdral�7 Reqodl. 'rd rain 7) (Typ- 6 Tack COG( Geotext1le Existing ?t g PGVel72el Prime Coat INDIANA DEPTARTM ENT OF TRANSPORTATION 6"' Special Subgrade Treatment Bituminous Sur/ace 11 HV CUT f ILL 22 TYPICAL CROSS SECTIONS -)Id 81'tuml�7pus Binder 8 or 9 HV 440#/.Syd. Minimum Bituminous Base 5, 'HV &,o.) 770#/Syo`. Bituminous Base 5, HV (Typ.) SCALE:— AS NOTED % 9 Compacted Aggregate, T for Bose No. 5J JvN N D. Q�zz 1\4 T 0, TYPICAL CROSS SEC TION Na . % Scale 18831 STME OF PR- 1 to Sta. 78*00 S�G. 174 60 M4 "PR- 1 to Sta. 7,9-k6-9.08 "PR StG. 79*20 AL PROJECT NO. UNE FILE LM-8866 3 66 2467 REVISED 4-27-92 Compacted Aggregate Type REVISED 4- 14-92 Added Temoorbry Pavement T icol Section FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS 5 IND M-29886( 1991 4 66 Construction * Slopes May Be Increased Where R W Conditions onditions Worront .� ---- .,--- ---- - Varies - _Varies ---- 12'—�„- ----- __ „Varies --- 01” go. 12 O _ __ ___ _ Vo_ries _ 2'-O" 6'-O" � . ForOti 6' O ;2 _ 0'-0 to 12'-O O —0" to 7'-0'1 - O'-D" to 12'-0" #* e a /s of Underdroin See Misc. Std. Sheet MlV'" O'—O" to 7'-0"I I j Grade as Shown j Use 1 '-0" Width From Sta. 46f00 "PR-2" to Sto. 49f 15 "PR- Rt. /- one Profile j .2 Bituminous Coated ----- - j Aggregate Bose, Size No. 5 - -- Rate of Super Ft. -- ------------ Underdrain** �. 6"�TJ'p-� 7* Re d ---- Geotexti/e ` - I 6 Special Sub-Gradei -Tack Coot Prime Coat Treatment --- --- Concrete i I I Curb and Gutter - - - 110#/Syd. Bituminous Surface 11, MV CUT FALL -- -- 220 S d. Bituminous Binder 8 or 9, MV T / �' �) o.) - 660#/Syd. Bituminous 5GSe 5, MV - - - - -- - 9" Compacted Aggregate Type for Bose, No. 53 ,0., TYPICAL CROSS SECT/ON Scale Sto. 46f00 PR-2" to Sta._;.J9f81.30 "PR-2" 4'- O" 6'-0" ._... 6'-0" 4'-0" Sto. 50f 49.50 "PR-2" to Sto. 55f55 "PR-2" I ZIP- %4 7 t. %4 "Ft. 2/,�� Prime Coat Tack Coot i I I 110#/Syd. Bituminous Surface 11, L V 4401f/Syd. Bituminous Base 5D, L V -- 4" Type "O" Compacted Aggregate For Base " 330#/Syd. Bituminous Bose 5, HV TYPICAL CROSS SECT/ON 9" Compacted Aggregate, Type for Bose No. 53 Scale %4 1 '-0" Sta. 10f 60 73- 1-S" to Sta. 10f 69.88 78- 1-S" Sto. 10*69-88 "PR-4" to Sta. 12f 78. 43 "PR-4" TEMPORARY PA I/EMENT SECT/ON Sto. 13f 50. 10 78- 1-5" to SIG. 13f 72.00 78- 1—S" Scale �14 Sta. 70f 50 PR - 1" to Sta. 75 f 00 "PR- 1" Sta. 78-1-00 "PR- 7" to Sto. 79f20 "PR- 1" Z INDIANA DEPTARTMENT OF TRANSPORTATION 'z P c1 TYPICAL CROSS SECTIONS SCALE:- AS NOTED Noptiplloyo�� jQ y WE Q T ti NM 18831 STATF OF' 1aa�`� PROJECT NO. LINE FILE M- E�886 4 66 2467 w Revised 4- 14-92 Added Temporary Pavement Note I FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS SIGN L EGEND — 5 /ND M-8886( 1991 5 66 MESSAGE NUMBER / 1 DETOUR AHEAD W20-2 II 2 ROAD CLOSED AHEAD W20-2 3 ROAD CLOSED 1000 FT. W20-3 4 ROAD CLOSED 500 Ft. W20--3 5 DETOUR ROUTE ASSEMBLY XM4-8 DETOUR SEQUENCE OF CONSTRUCT/ON D3-2 GRA Y RD. M6- 15 o ' I 0 O © DETOUR ROUTE ASSEMBLY XM4-65 END O O Q PHASE I XM4-8 DETOUR DJ-2 GRAY RD. I f 1 Close Gray Road, Disconnect Existing Signal and Detour Gray Road MS-- 1RS " O Traffic as Shown. Closing of Gray Road Not to Exceed Six Weeks. _ J M8L Y XM4-8 DETOUR 2) Construct Widening and Temporary Pavement. 06 �7 DETOUR ROUTE ASSE 3) Route Traffic onto South Lane of Eastbound Approach D3-2 GRA Y RD. ,, and Maintain Traffic as Shown. 4) Begin Construction of Storm Sewe-. M6-3S 5� Ingress and Egress to All Properties Shall Be Maintained at all Times. ® DETOUR ROUTE ASSEMBL Y XM4-8 DE-TOUR D3-2 GRA Y RD. M5- 1 RS 9 ROAD CONSTRUCT/ON AHEAD W20- 1 4 ® STANDARD BARRICADE (TYPE /I/-B)- INCLUDES ROAD CLOSED TO THRU TRAFFIC R11-4 & DETOUR XM4- 10 (R or L� - -- %`�" 18 ' Toper Temp. Pavement � STANDARD BARRICADE (TYPE l/I-A)- - - -M ings & Barricades - INCLUDES ROAD CLOSED BO PIP• • • '\\. 0 700' 18.0' Toper Temp. Pavement Marking & Barricades Estimated Quantities for Temporary Pavement O \ I 127 Tons 330#/5yd. Bituminous Base, 5 HV �- 350 Tons 9 Compacted Aggregate, Type P � � for Base No. 53 F_AS STREET Q - o LEGEND Area of Construction I J � Q 2 Detour Route Tem orar Pavement O P y Qz O O O Traffic Flo w i - W © Standard Barricade Type H-B r �.J Line "B-S- 1„ O „ „ C Construction Sign Type A • Drum or Type -Y Barricade With Type C „ W 7 W W U I ( I I I V I I I Steady Burning Light (Not APay /tem) EAST 116TH STREET - f _ _ - Temporary Pavement Marking, Type / (4" White) 17 OTemporary Pavement Marking, Type / (4" Double Yellow) O -*-0 7y- - Indicates Existing Pavement Marking To Be Removed w BR/AN PLACE,` Q — f DRIVE �� 4 MAINT NANCE OF TRAFFIC � O Q 7 WlC • O DRIVE CONSTRUCTION PHASING PHASE I � � Q 5 Z I EAST I 106TH I STREET �a�gT _ 18831 O © ® SCALE._ 1„ - 50 �. STATE OF 4 INDIAN::•• �� CONSTRUCT/ON SIGNS & BARRICADES O � 70 NA L O 1 207.3/ Ay PROJECT NO. LINE 5 HNE07 I STHOETEATLS FILE M-8886 5 1 66 1 2467 FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS T 5 /ND M-8886( ) 1991 ri 66 i 0 0 o o QS 06 - 06 � o v 180' Toper _�D - - - - -- . , _ . ---- f—_."_ Line low ----�. 180 Taper Temp. Pavement ` 700' Marking & Barricades .c LEGEND Area of Construction =� Traffic Flo w © Standard Borricode Type III— 9 © Construction Sign Type "A" Line "B—S- 1" �" "`"` ' • Drum or Type II Borricode With Type "C" Steady Burning Light (Not A Pay Item) Temporary Pavement Marking, Type / (4" White) SEQUENCE OF CONSTRUCT/ON 0 Temporary Pavement Marking, Type / (4" Double Ye/%w) PHASEI 1.) Continue Construction of Storm Sewer 2.) Begin Construction of Line "PR-2" and Line "PR-4" m 3.) Construct Areas of Widening and Fu ll Depth Section a From Stc. 78*00 to Sta. 79f20 It. 4.) Instal/ Proposed Signa/ization and Lighting Systems MAINTENANC 0 F TRAF I C 5.) Maintain Traffic as Shown. Ingress and Egress to o/l Properties Shall be Maintained at all Times CONSTRUCTION PHASING PHAS I I D.Q 0 o R o•, T • a • !.� : SCALE•— 1"=50' = 18831 i�P_ STATE OF ��'�ZisIONAL E� ``. PROJECT NO. LINE FILE M_-Bf�86 6 46 FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS 5 /ND M-88860 1991 7 66 'I �I 180' TG per Temp. Pavement Markings and Barricades Q < B 180' To er Temp. Pavement 150' Markings and Barricades I � � Q � I � N � I LEGEND Area of Construction -� Traffic F/o w B Standard Barricade Type H-8 Line "8—S- 1" C Construction Sign Type "A" SEQUENCE OF CONSTRUCT/ON • Drum or Type // Barricade With Type "C" Steady 8ur.,7ing Light (Not A Pay Item) Temporary Pavement Marking, Type / (4" White PHASE Temporary Pavement Marking, Type / (4" Double Ye/%w) Indicates EXisting Pavement Marking To Be Removed 1.) Route Traffic as Shown. Provide Access to Property on Line "PR-4" 2.) Remove Temporary Pavement and Construct Fu// Depth Section from Sta. 78f 00 "A" to Sta. 79 f 20 "A" Rt. 3.) Complete Phase // 1 MAINTENANCE OF TRAFFIC 4.) Maintain /egress and _Egress to All Properties at All Times CONSTRUCTION PIIASING - - PHASE III I y � �'�� r v �. SCALE:— 1"=50' �� . 1883 . � �O STATE OF i� �HDIANP• ' �``. A4r PROJECT NO. I LINE SHE TOTAL NO!T SHEETS FILE M-8886 j '7 1 66 1 246 FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS 5 /ND M-88860 1991 74 66 lb • it 0 0 0 l ------- ,<4,,, Yr, i i 4Nfjy. 77 5 v o, s i i rr 1 i. LEGEND Area of Construction / �•-- Traffic Flo w AA Standard Barricade Type _ff Line B—S- 1 '� " Q Construction Sign Type "A" , j SEQUENCE OF CONSTRUCT/ON / l . FHA SE 1.) Comp lete Phase m 2.) Activate Proposed Traffic Sign a/ A - N ENANC OF TRAFFIC 0 3.) Open Gray Road and Route Traffic Through Intersection �< 4.) Construct Over/ay and Final Lifts ' 5.) Maintain Traffic Per Std. Detour Sheet 2 ~ Q) PHASE IV D 0 M*z,•, 4%sTio 'f'�$ J. Ho. SCALE:— 1"=50' 18831 i y� STATE OF v NDIMA NAIL PROJECT NO. LINE SHEETS FILE M-8886 174 1 66 1 2467 FEDERAL ROAD FISCAL SHEET TOTAL STATE PROJECT NO. �IVO REGION NO. — YEAR NO, SHEETS d 5 I ND 8886� ) A.991 8 66 p n (� I� N SEC. 32, T. /8 N .P_4 E, CG AV Tlvl f:1 STRUCTUiPE /Vo. /2 7 Y Y r (�oL� COUPS�-1 H,4/1�/L TON Ct� CGP4R�R,47 /G'tI ALL R/W ON TH/S SHEET TO BE AS I� 30,0/y- „Pio'e /Qec�n' r1 Tern ,E�/Gt/ >,_ -�-, -� ��--�-�-��-�--Y�--�--,( �-�--�--,-Y�y7 SHOWN. ALL R/W DESCR/BED FROM -,- L/NE 'A " EXCEPT AS SHOWN. N �- STRC/CTU�2E/Vo. J4 STR�/GTURE /VO. " n -- _ , 307V,/ N Y Uj cri can y w W � L A,�P. . ��,o,� �,•-�e ry - - _ \ �ASr %r6 sr��-�°T r - -- wa , WZ - -- - - - - L K �Asol�) L 00 7 Z - R _ - - - _ --- -- - __ - - - - --- - -- T -- --- \ z z �Low�I T / --T —— —. 40',P/w 40 /"P�e Rego! o /°C. Sfc7 70 x`50.00 O.F-UT. Sfo. 70f50.00 �1''- 3.5'Rf Ply�. 71t 6032 "PR!'" .�T. Sfc7 7471!95 71 57�-1/EN ,�< , 5,x,%4 RY/V S ,, 7 _ / '/V�/TT 0..°O.T. Sfc7 7/t60. 32 �I;-3.5' cf�f t� Sto 72 7' 75.08 .°R-1 f , i I � ll-��Ati � b� O al,0171-/ L. LoT / FOR PAVEMENT MARKINGS / /ad ' Pr. sfo. 72f 70.63 � � Q ' SEE DETAIL SHEET NO. 19 I I QQ 2-sly Brk ZrAlb � � :�/. Sf0. 7.3f85,4.O 'i�'i4'"/" a 24'C/.Tl O/"/1/e O./P0.7- S1e7- 73,`8532 '�4";3'G>` �Fe/d �E�f,� /�/ef yam' "J/O IV CCJR/E"OA7A CU�/ E >ATA 0 T_ /7 Al, E 7/ S 73(85.40 �R d = O/°39'17"RI A = 01°,39'/7"Lf CZ-AV Tl�V,o 0=00 0 45'00" O_00°45�G0" fVA4i11LYON CO. S T= //0.32 T- //0, 50 Q�� 0 �►a � y�n�(�� (� R 7,639.44 �� R= 7,639.44 02063 0.80 E=0.80 �� sE= r r T TEEN j t i EARTHWORK /!A/A'T E" ,�O,F� A F�`,�i4�G`�A�iES ; ,� � � _ � __ ' 1 _ _ ' _-- -_ _ i_ ! _+ _ _ _ - � _._ ' '- _ _--- --- --- --- _ M EXCAVATION = 3t� CYS S. - - O GO R FILL /Yl/YO S 57 I P " ' � 1 � � 1 M 0 5°EX - 9H5 CYS. �J COMMON , rr BORROW c - f 0W 94 YS T ;N 1 5 � C �} .S E 7`rj✓,oi / Scfio ow7 Q2�hi/ e�2f` /1 h.'17 ; j THE ABOVE QUANTITIES INCLUDE 710 CYS. OF CUT r G J 60,l/II1011.5 CJYE GA e 7`' /c / Seaf/ot7 -_ _ _ _ - ' ` __ _ ; -- _ - __-__ _ _-----_- -- -_-_-- AND 885 CYS. OF FILL +25% FOR BENCHING AND 90 CYS. w a � _ - - _ _ _ . _ �#NO �C/7r7E OF CUT AND 10 CYS. OF FILL +25% FOR DRIVES Z t /5 /l�r TEO r4 CR TE'' j t i t 4 - z SU G7G II//'l TU/7Y//70GV5 z 1� f i t 70 o { j i w v : W : ! r - G w ems. Z � { f ` I i � r/ S./T•/ O I i 1 j r i - : . f t + � Ir 700 f w ( t I — t _ - ----- --- --- -- ---- ---- --- - - _ q P fu i , /o /d o r 1 k ; f Y { , t , i V �y } f r 4 f } I r I r 18831 STATE OF ill .- { , : 70 a' // _ 72 73 '_ 74 75 _--.____--._-_.-.-_ . _ _rs PROJECT NO. LINE SHEET TOTAL N FILE — �/ O. TS t 19 � SHEE "*" �{. . -�` �8�6� .4 Cq ,� 2467 � X116 �� Y _ fqe vljc_o' 4--Z3-9Z ,4c%'2U� Uri/i - - - - - - --- - - — , - STiE'UGTU.'PE No. 31 �•• A ,) f�Q /yam FEDERAL ROAD FISCAL SHEET TOTAL REGION NO. STATE PROJECT NO. YEAR NO. SHEETS - .�� I N D. /L1 f�386�� /�9/ 9 , 6�"0 (� EQ•• STRG/CTU�PE o. /8 �� I , c� _ t ' GUR!/E OA TA C'& PIE ATH .�/ S/67 78x`90/8 ':4 N= .% co X 99 �°R / Al, rP�E T C-4 �` �� `� `I' .% S/n 70,--75.07 PR/ S 78 CL A Y T Z-:;' F-'b7- Sfc7 507th 00 1,'9-1-A //K '_ I :I � CLAY T/i(/,o iYlonho% yc� ` 1A1A"11_TON CO_ ° ''� fZ �,c� ,� ,� �... O =GYM°45,00,/ 0_00°45,Cr. d = 90 00 Lf ,. 1 Q yd�l/G TON CO. POS.T�P. /. Sfo. 78fC�?99 / �O EQ� „ ,r U T= 65.48' T=/ /O' f25.c'�' ST�PUGTC/.4'E / I l2 \ PO.T. 51co 7-97-7a.(50 A - _ A VA COf2�A'A 7'/O/V > 7 "�. /r�/e TZ , 7 .vo.T. sf� 507`is. "F'R2p ,76.39-44 - N / L -/30."q 5; G =Z8./J' �B c KSy/RE COUN7A_ :V CLUB �' GOLF COURSE �O' f"/ ' „'°� r l� _ r�JT Srf� tC2��S-2;4 > - - E RE TES CQ� R,4 7/ VV _ - a 7 G/CTURE" A�b /,5_ `/VOrt2 Sez S� f /Vo. T. Sf 80 t9O 4/ ':4'j 2.78'L f --- -- ---- - 170'r s y �wczx�s 1 8 _ _ H ;� - \' '� ALL R/W ON TH/S SHEET TO BE AS Iii T e - - /t r S �� , / � � ' --�. 'F' 1i .7' SHOWN. ALL R/W DESCRIBED FROM i ST�PI�C _e/RE /Vo. /¢ ' ss! '`30 mow` '? � L/NE 'A " EXCEPT AS SHOWN. z/t&0 See Sh�f 410. 8 ' O'T - r 7_5 5 > I ' T - Sow Cu7` G L I z 1 Z_//V� i L/NE ';�R�„ G sowGvf ,O L � f Z iiiiiia Oct w ---- -- - - -- - — --- _ 4� 7 Z z 5 — /5 0 /O FfZBT srnf - /O.�fI.B.T Esif 5 T G Cc�sr`r. Lirr�i16- s ,� ��- / �'f. IB. Esm f � Remora � � Gow.-� ` STiQ GTUFc'E �` Cc�sf�Lirnifs--T— r PC.S�`o. 777`6089 •P -y- 2e // rl � I/i-7�f, / � 767`75.07 . A=/ 3 1 9z o Fi i f' 4/Cf�,4/?0 G CGOYCE 4/ D.F"OT Sfc� 76 f 75.CO "A',•3'L . ,y �/�,o•f/Wi tai- r Q f/� !? S4 V 103E ST.PC/CTG/�PE No c'2� {?qL,��/ F /�X//1/E �/ _Y Sider-✓o/!cC'c�s/� 1=117 79 G� K /n/ey' JSio2 ✓/O ` T Sfo. (6899 ' il4�,� �` sT.PUCrU.PE No. /3 SEC 5, T/7/1!�P4F_ "' y \ I `= C 4 T. /7N., .P4� G/Sfo 78 `6499 -1 \ y CLAY 77-VIP L,4Y TWF, � � ° 0 1-114/--71z- ON 00 k L c� �� ,� � I C AIA/t1Z_TON CO_ � � � � � \ �. O � � �� /05 x-50 Q. � � � `0�' � j '0 � `•C IN a /05' a , , D �'� ► I 0 �' ��.� �� \ '�cp c� m- �1 (\� 7`J t� ��\ A ,r 1 (�� (�J� �, �.A A�� '1� j v 1 -�� `� �� o"1� -V �� (�, A �� - (�.. T ;L E�+�E ! ! /�#5- 77/57 S,ok. i-7 GZuo NO B � .F'.P j , C E?I eA17 COAit! PETE P.af/EMEit/T.��PO• lr/f5'� -- - - / C i. - - --- ---- ---- ---- - - _ _ _ _Y. _ - -- - -- u ' , ar 1 0 r I �/ L, OEPTfI' B/TU�tq//I/OUS .�I E �" l.5' TYr°i�4 r� , t N Nip _ \ a i I i �• i t r V B/7 "4-,IIVC1C/5 Ok1,5A AY { f See i L / r DIETAII �•%5 78 !� /rPBi �/T'T''' ,rte -±- ' C� 2 - I SEE SHE T N0. 14 15 ! /7 0 .c6, S/- T �5Vf C0 5 ;4/, V.C. 275 I � /N /l!C✓�' ; FOR', PA T M_ RK N S. O L� EiQY OR EME SEE; DETAIL SS�EET NO 19 J Proms/e C�rc�c _ ! /NODS ��11/ENJEN7; TU BE�¢ /r�?t✓EO /7Z/ i i ! r _- ____.- ___-- __ - __ __- -_- -_-- -----_ __ - + --- ._ _ t- _ ___._ _ _ _ __ _ - -___ _ _--� __-__ -. --__-- -----� __�_ --�--- — -- f t 4 LL w t i j i , j t J i 2 I I ' ..f I ; i 7 4z c I } t + Z 8 , i { j I _7_`- _---- ------ ---- _ __—_-_ - __-_._ _--- - ---_- ___ __ S3c P Gam__. 0.9 /__ 7U_/07,f, -U' - r 740-j- -- - - -- -- ___ ---- -- - - - _ _ - f - - - - -1- -- _. - _ _ . -- _ -_.. _ -- - __._ -- --_ ---_ --- --- --- -- -- - — I + + t. +' - +— - —+- -+- — �STEq i : t t f � j i t t 1 : - — r 1_ �' ..� .�.. . ._per... 1+A.. ._.17. • � ,t_. No , � - - ; o � j 1$831 'ATE OF n. SHEET TO AL PROJECT NO LINE FILE NO. SHEETS 1197 5 i ,, /yl- (i A 9 Eli 2467.. Revised 4--Z3-9Z A:lcl,ea' FEDERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL REGION NO. YEAR NO. SHEETS IND. /111:8886�� /99l /O 66 nil 57A: IC 7 IR,E 4b 25 CLAY Tl�t/,o ' YON GO VelMe7155 s�2 /i621-ho/2 TC-4 ` , TS 85'`25.G2� A ALL R/W ON THIS SHEET TO BE AS lgo/zf °"`�sys, ,v SHOWN. ALL R/W DESCRIBED FROM ' Rte"' � �� EQ L/NE 'A " EXCEPT AS SHOWN. nj, 'DER/C�1N .GIGGREGgTE CoRR� T/D/l/ •4�T5�87fQ�O3�'-•3"= 04�0TS>f 87 3'Z-, i ST�PI/C'TU•P�' / o. 24 X� =M : ,oT S 85 �`��18 •" -3" 7y-,Z:,2/Y/-/O � Curb J-rr7o o' S>b X34 5952 .�?P-3 AT 215' L11 l _ 1 Ll j > , wZ- A Gfio� L/r7e—r - rr -- LL L J \ - C \ o act + LU - -- il ri a ! — oN 1-5 Ff 2-,57-E 1774 N T T N T --- /i7 W Z-E'C�E/l/O cc crcF �� / B/TU/lil//1/OUS SHOL/LOE�' Curb Turricxif x f"ULL OEPT1-1 eITU/Yl/NOL/S 4'AVE/YlEN7- /.fie /cc� cf�or� ENO �EG'T/Y!Z P--3 L /TUIYI/NOI/S OI/�f�LAY See 7foicQ/ Secior�� n -T' FOR PAVEMENT MARKINGS /1/lOO/�"/EO CONCiPL"TE �LJ4'8 �.% �UTTE�P SEE DETAIL SHEET NO. 19 >� G'U.PVECa4TA ® SURfA CAE /!mil/L L/NC7 B/TU/Yl/NODS ST•PC/CTURE'/fib 23 \ .%S 85 `25C�.�•P'3" /n/et Tyo2 ✓/O � A - O°�'-5o 4Lf CZ-AV Tw,� _ � ' C U HA/Yl/L.TON Lp 6E.= Mol-A2 N Ln 1 { I 4 j { 7 7-1 { t i C. 75 _-- o t 9`-o/ , , .J l ! j - -- -- -- --- - t - - - - ----t +-- W C _.-T-- — C N ` w i �t t l! l i ; It {t • I i -,kO.20 LA- -- - -- - �f 45 / At) 7 --- - - -- -t--- - -- -- ------- ,t --- _ --- +1 f - - -- ---- --- --- I} --- -- _.- 25/4417�,iV7M;-71 --a ----- ---'�-�—@ •��-T�0 E-R 6 745 74S L o 1883 -A 1 t = E OF S ° � •,. --- , — + - - - - • • i i 7 83 � 83 (5,9 _ _ _-- PROJECT NO LINE SHEET TOTAL FILE _ NO. SHEETS _ r r �6 r4" /O �L? _ Pl� j _DATE-. - PROFILE SURVEYED ",3 S`DV 5 A PLAN SURVEYED PLOTTED PLOTTED _ ✓ .Slimmer ,l0- NOTE BOOK GRADES CHECKED 200, STRUCT NOTED 4-15Z7)CHECKED±s �� /- COTE B RI OF WAY CHECKED I I No. 1 j I j I - I I lA 7 I I I �10'E/1�22'F� 'I I I cl 7'4 I 4 —4+X+4 i 4 -I I , I I I i I!I I I_ -_-_�(�I•r t I� I i I i I 1 I I i -, 3 5 25�325�7 32282 5 23o 3�32 2z8/4�3/33 3'EB,2'F i C'''''S_;B�S.SxF'-'D�5 2 5 6Tl,_/uP/iuw2l E 4h2,�gu„13 rc C�!,r�,r/o 2.,�n"SocEzm„6 3!73 L'J�%%or e yi'fT 3 V8�GS�sxr%v�Iu�IV-3�FF c�w 3I,!�GX'e 4� f�f i I 'Q�I I I I I� _ _ —O I , I I, Al 3�6l�3 55 2c2��5 5/3 h�d"TrC�rX��`S��3`4hu4y X- 3 x�i`�2 ib�/?q 27R O X2 3 S�� 4 -- V 7 2/42.25/E8,G\\\3-�'�(2,v 05�' � X23 17! l/2 r- 7 7535Shr6, �9' 70 b cl 7 i/7S/-VIX- X53 2 79 le 0 /5 1134C6, 28 22'f� 23/V1/- N v 400 3a 73,13 7 _ ` ------} 93 y �A o m° o i z m 0 /0/, LA m y85';U/41 uc� o m z m o += , 9¢7 rq N o n Om m a 8 / C ' �,3GIT /2”!o r„"cS-i1S 4 5T/ i d !/ 1 �!I Cb I rn M 1__ ( M r -. d i ro0 — -- �i FEDERAL ROAD FISCA STATE PROJECT L SHEET TOTAL YEAR NO. SHEETS REGION NO. JEC NO. IND. 60 Xr, SEC. 33 T/8N.. .4?�lE. CLAY TlN.o ALL R/W ON TH/S SHEET TO BE AS ZO 7 ° �/ M/L 7O- A CO SHOWN. ALL R/W DESCRIBED FROM \ L/NE 'A " EXCEPT AS SHOWN. ,�MER/C.�/V �1GGR�GA7E CQ4R0R.47-10AI � Q w �Ti-�e Giz�tie� I � �GrosS� - --A --FFF�i-t- • o , o 00 w w Y Y 7j o w 3 w ° f > L o �Asoh.) Y Z _ Q �J W A 0 0 Z / O Alolo LA I � � 0 0 00 0 0 0 0 0 L�41/1D W ,54VDRA L.Y/V/V Q� I V5 p � `- TRUSTEES ACKT )eAl In - Cf4/U 1�RT/-/ �` �/V/�GL c�Nn/ cJ 6/74R ' E. � t� >, I �V �' SCEY r�• s) W//VOL E � LOT - - --- - - - ° v L.OT Cv / � k I `� 2-S . /15;:-Alb SEC4, 7-17N. !�l/f��7-E 'A loq"lz7ollv co / � m ►� � � cn � � � ,� � � � �� h -- f ° ------ w oa + - - - - — ----4 ---- -----+--- - -- ---------- { t 0 1 I o W i co f LU p ' -- -- -- - FOR R/W /NFORMA T/ON ONL Y ! � f 1 - - -4 F , I � I -- f -} 1 I --- ' - �O 97 --- ` 9 /Gtr PLATE 3 PLAN - PRC F c n PROJECT NO. INE SHEET TOTAL FILE - --- - - 1975 NO. SHEETS L/195!!5&t5r5ot- a ' A 2 Fc6 2467' FEDERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL W \ REGION NO. YEAR NO. SHEETS Lv� ALL R/W ON TH/S SHEET TO BE AS CLAY T/iU.� IV CO. \ SHOWN. ALL R/W DESCRIBED FROM H4M/L TO ; LINE 'A', EXCEPT AS SHOWN. Q ,44.7ER/C41V TE C2a4�T�0/V n f r PIP A2 - - 1 t w w • Slecor� Lime EAST //g'`f' 5T�EET Z3 h i j o � o a Z Q , AD- J Fw- a O o O _ Z Z -- ------- ------ - ----- ------ C3 O C� 3 C2) C-3 Q a q 0 a Q ,.t-.1.� � ��l �� t' \� �L� �� I �� .� �I Y � ��; y��v� �1., 1 .._,., r,a'-rte-{ �-,_.'S .,-_f• ,1�� `7 � -..-y �... _ '" ,(r-- -�'—`� t • I ANN c/ E S. � E T�MA5 7R34CE� R. f C� t�✓/IVOL.E \ Q� CZ, )Y 7"- , F,G1 L_K �N/L L./P5 GOT Co LOT -7 � Z-0 T � � LOT 8 L 'uv v v QN �h �a �;� Q� Vm Ac -—T------ T- -,— --� -- -- - -- - _ ----- { j .M/1.b. 7,E/ev ZZ3.E0, 57b /05 /ZO 'mill 31XD1 Zx +. r o o { t w N Z 1 _- LLI 1 f > O { � I � d � t� to 1 • i , � 1 ' - _ t tf , I ' r ! O -- - +------ - - - +---- + -; I - - - -- - - - ; j 1 i f i 1 Qn E I FOR R/W I (FORMA T/ON ONL Y II ----- - -- — - - ------ --- - ---- - -- -- -- - }-- - I I i I I i , - t i 1 --- - -- ------ 1 I t. /GL's /0/ /02 /03 PLA`E 3 ._ • ^< PRGc —L S Fs K S�ANCAR-- SHEET TOTAL PROJECT NO. LINE NO. SHEETS FILE 1975 -- -_----— — �e ti188�6�) �l" /3 �a16 a I Bevis •¢Z3-92 A21&¢d U�.4 f �\ M.Pf7A. Tyoe 'c"Rego' @ 97� 494-8/.,:?O I°R-2 Ilk "k N \ III�� I`� STATE PROJECT NO. \` \ FEDERAL ROAD FISCAL SHEET TOTAL REGION NO. YEAR NO. SHEETS ' IND. 1991 14 Edo Ln �. k-c) N5 .� , No. 30 SC 35, 2-1,31V, /P/P SrRI./CTUr2� Alb. 31 \ IIAI /%70/v CO ftilor�h% ,Tyne �D 4" Ake 29 C/.I !�r 1Z -ive /r�/e� J .5 BECK/N CO/vSTiPUCT/O/V �1 2 °�/ 9 ,4M_E RlC4/ / 4 , ,47"/OA ,61e7 4,,5,,4-00 "S/A" /Vo. 28 (� - 40 ST�2C/c ru.-PE /Vo• 27 co Ivof 0 To 11S. I 7-75 Aw A,c�.Exisf.P/ yv o 0 /O' p XrSf !ih — -- ' I --- r` \\ N K N r r ° wZO N OC O ag co z z UE iP 5 - -\ y�r EXisf.P/!�/ C5A-34 I.B. - E v�'7�?l/CTU.QE /t/o./8 S Ch'GE 'V see Sheep` 9 , •U N X X75 (l�Vcxz��'1 C ./�VC 04, ST,2lJGTUR�- No. 20 �� { / 47v`1a0.Gtr 'i F-2 y S,p, ,_ ,� "co STiPL/CTC/Fc'� /Vo.. /7 +� � N\� ,�. SYc� o /n/ef ycae �-/C>'" /Ylor� rr�er�� T B c?' I „ � ,Sew Sjaee /Vo. -!O r - c.F • T- °�7. �8 E-Q • Tee . �P/1N Fc>r✓ ALL R/W ON THIS SHEET TO BE AS �-Q. �o r, sfo. 47f00.oo S-/A" Zow� SHOWN.. ALL R/W DESCR/BED FROM �P 572.°Xo f.�0. T. Sfo 46t62.32 *S-!A " f.�/ Sfc7 ¢7f 60.410 �R 2 LINE "S-/-A " EXCEPT AS SHOWN. �- /'93 SO a 8 27� � Sto. �� 232 'ritJ�7 2' Q - �°2/'00~L f SEC. 32, T/8N�P4E FOR PAVEMENT MARKINGS �E - o.04i SEE DETAIL SHEET NO. 19 Po.r• 6/c7 SotGboo V-A" Q C CLAY TGl/G 11 -/GTO/V CO. Sfo 78�`�./8 "A \ � •C �\ �` � � • ��•� Q � •� 0 � � � ac��v �v�- Cow- � Ul X75 A �Q 6neW 91'50074 o `UI �C �U• l(1 �1/ NE Qr. Ems' \ \ N ljl \ \ T—,f \ \ C} \ \ \ \ 0\\ 0� cc�` ,G2�T Srb 44 x %10. } f3� �`5-E/. 77/.57�P..P. S,c�c.in�w,v S� 7�i fG��;/8'f - - --- — -- - -- - - - 0 N ; 45 - - -- - - - - a OA �/. T5,r / - _ 4 t t - - - Z ---- - -- - Q o / 7 8 Y _ _ ---- - - - - - _ Wi - - ---- - - _ p o O �i fro e 8 2rroin G . Wy . -- __ -- -_ --- , �, - - g -- --- --- -- W - --- - — o o - - -- o N __ - _ - f Ex rr7ca C� O m - - ac 0 o - o. Z z -- - - - - + - - 750 74151JI16 -- - -- - E�' 7 .2� "!. 748. - --- - -- -- -- - -- - „ - -- - - - t -- _ - - - - -- - - - 40 ys 65u ce Mi/ fUrn ou R - - —_ — --- - NQ. ---- - - - N - - - — - - 9cr ' r F _ - � � IL to � -- 48 49 4fo 'r 4 PROJECT NO. LfNE HEET T A E PLATE 3 i L_A'. PROFILE 6 R F STANDARD / / NO. , T 1975 : k �.:� ' . � -20 3 �� ,; 00 467 rQriA @ v 50_,4944 �21 74y NZ FEDERAL ROAD PROJECT FISCAL SHEET TOTAL V REGION NO. YEAR NO. SHEETS STATE NO. �• `I: `Oe0 Cc, `� `� `�� \ I `V 5 IND. "15686r 1-991 15 66 3, n ►, EQ : h h „ SEC. 4T/7N .PEE TS12 501-`GYM co S-2:� = ti - ALL R/W ON THIS SHEET 'TO, ,3E AS Cl-AYT!!VID SHO WN. AL L R/W DESCR IBED FROM 141A/�/L TON CO. �T. Sw 55 :4 L/NE "S 2-A EXCEPT AS SHOWN. 52 ce .101!31 53 52 23 P.P .4nTS 53 x/8.28 S-2-A' .�T. Sri 5W X62 d = /9 °57'/3// R EN O CLYVST.FY1CTi0N I { rQ/C1144� G. �` CC O SCE /-/ .STS 55 t55.GYM �pP-2"• �• y `I• - r lY�TS 55 23.Sio S-2-4' (2-o�v�7 -- N /0 a - � _ AN W -- — ------ - - — ---- -- — -- -- T -'– - -� _ • -- A ° i /, ` -ZZZ-2�1-Z 8 - -- ---G-1 oo--— -/- o w -� -;- --- - / — z z° — rp/lit/ __� 7' /Z' B� .' f ��fs 1 ,cam f 2O , c� _ FOR LINE "A" DETAIL SEE SHEET NO. 9 FOR LINE 9-1-S DETAIL N, N G ` 04 SEE SHEET NO. 15 X FOR PAVEMENT MARKINGS CU•PVEG?AT,4 4 Igp' 7cnver' SEE DETAIL SHEET NO. 19 .%-c-v�, 53 52.23 �pp-2` a .P CTUeP c-- �h. 34 L E"�ENO - �i 6 CONC.PETE F��I/EMENT .�.Q O.QI ,S' 6" •P=8/0..5/' fr� 751 j / /lily 7, C/. IJS f�r-ive G =285.05' IO i g ✓ R"2�� i COr•' R� j/2 C/I �ri I �ULZ- EB17UA-//VOUS ,r -Al I CIL A Y Q ,y.4/Ll/GTON GU EO CONC�E'E'T�"CU�E'� yf C�UTT� c/-/O )' (5 �, 8ifcirni.�ous 1�c22 vla.r�1?/To Remo veo' —0-0-0 � ; Mo�ho% T C-4 �. �. 0 GcGt� S'=2 c) A /E 77157APP p in- f , W f w, --- fr 1 � f } I 1 } 1 -L-d" V i f 1 —r t ll Z f + -- W - - - --- `J WIZ o y f 1 70 i - - - t Q o - _ - Z Z 700 Z/ --*- _- r-- {-----t-- _ - ----- -- - -- E/. 75./0 E j ff t I J 1 r�90 -- - --- + __ - ---- - -- - ++' { t f I { 4 1 { jl f } } 1 tV f — { f Z-ZIL Z/Z 62 55 r'L.A'. E 3 Pl_Ar- F'i"'F':_t - •.' ..:-.: `' - PROJECT NO. LINE SHEET TOTAL t NO. SHEETS•• FILE 19 7 5 � ��r -5 2-A /5 2 66 67 — __ _ _ ___.—__ __-- _.__-_ _____-___.___._____._ ___ _ -- � � � >o � � �20/3/ /9 FEDERAL ROAD FISCAL SHEET TOTAL _ STATE PROJECT NO. 0 /-, /O f'6C5 'CJ-(� 5`r,I5oCK> REGION NO. YEAR NO. SHEETS IN D. 41-l-.Q (66r) /99/ a7.T Sfo. S2f66.G2� "S2A" \► `-�-� PI. Stn. /Of82GrJ 'iW-a_ •• I C C• Eose 2r7fii� fo�or, of l°. O- T. S5 0 /0,-8e F-/-5 „ ° C 642VF OQT44 CWkIF 04T4 A5 A := 20 GYM PI 5 /0 ,'-82. 00 '�°R-a” P.I. -!lb /2,- 67(551 O= 191102'GV" D=/9/1,620 00" Q � A 41�°GYM L'20",2f R= &001 R=30. 622' C ° o W n/ofe. Terr�,o. for- _ r36' 0 � � ♦ Orrve Cor�,Sfrucrior7 � Ori�e �errrovo/ ° I ALL R/W ON THIS SHEET TO BE AS L �'/J'►i Q�)� - SHOWN. ALL R/W DESCRIBED FROM 7`85 B/-S ° \ 25' ♦ � � \� � LINE "PR-4" EXCEPT AS SHOWN. F� 05510 R .AFV/V// 165 757 FOR LINE "PR-2" DETAIL. V V O SEE SHEET NO. 15 W r- z ', � o � o Y � L —z 0 92- o r' \� Z Z �_ \ I k18 Q I Q0/770lie -10 B /7' C CEiV'EN.T G'O/l,CETE PL11/EME/VT FO.P O.PI!/E5' (i " `7--1 & - -5' /°:'4V67 6 V7 we /--/ou5e Do lVo� Di.5tur6 � -� /Vofe.� Or�vr2 Cor�s�ruc�or� fo i.� L B/TC/llil/�1/OC/5 OI�E�C�I Y see T �cca/��'fior� � /l/lo�cfi Cor,� floor � C� 5 /MOD/�/EO CO/1/C,PE�T�CC/,�B �' GGITTE,Q ° I y,� ' r I -115 S-2 A// ° � � /Vof�. Pro�roe ur�derc�rour�d ser ice fo we// ii7 occor o'c�r�ce 14-1;Zll Currer�f C O/V.S T 'I�C /O N T be �i� fnl/ed�o�-�or �o cor�sfrUCfio� 1 'C. Sta. /2,4 56. 27 'P�-�" I �?O.T . 3 P. I. S'`a. /2f 6789 PO. T- Sfa. 13,,39,�8 'B-/-S" ,f',4 7B. 7 Sfa. /3 50./0 B-15 �lJheoo' Ull Z ; � - _ --- ----- - --- -- - - -- -- --- - -- - -- -.._ _- - --- --- — -- - ---- p " o --..- ___----_-__- __-._--__- - .__.._. __._...__. ._...______._ _.__._-_ __ -_____ _._ _._ ___-__- _-.._-. _._ _. _. _. _- _..._ oW _ - - 1 -_ - - --- - - - - - - -_ - ---- --- - - -- --- - --- ------ - - -- -- - - - ----- ---- - --- d --- - - ---- -- -- - --- -- -- - - a � � - 0 ---- - -_ -- - - - - ----- -- --- -- `1 --co 770 - - -- - - - — ----- --- - -- -- - -- - - - - - - -- - - ----L - o - -- - ---- - - - - - ------ ----- - - - - - - - - -- -- - - - - _ _ - - -- W p o _. ----- -- -- -- - - _ _ - - - - - - -- - - - -- -- -- - ------ -- -- -- - -- - -- - - - - - --- X8831 O STATF OF PLATE 3 - PLAN - PROFILE B. R. R. STANDARD PROJECT NO. LINE _ CsHEET TOTAL FILE NO. SHEETS 1975 i1�1-B88�i(� -�-/'� /�i Ego Z�6 '116 REVISED 4-27-92 Compacted Aggregate Type FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS 5 /ND M-8886( ) 1991 17 66 Limits of Patch 770JISq. Yd. Bituminous Base 5 Bituminous Surface 11, HV 2'-0 2,_0 (See Typical) Saw Cut--� .• - �" __�____�_ Taper 1" in 50' ' Surface Bituminous Binder 8 or 9, HV See T ica/) 37.5' Milling (Bituminous) ( yP 9" Compacted Aggregate, Type Existing 1:12 "BC" Max. Slope For Base No. 53 110» Pavement Max. Slope Existing Pavement "B" Borro w For Saw Cut Structure Backfill — �— PA Vf-MENT TERM/NA T/ON DETAIL 9"or 0.3" "BC" * To be included in tfe Not to Scale (Use Max.) Cost of the Pipe ' �FrArr FO PL A�'rNG P/PE UNDER EX/ST/NG ROADWA Y SCALE: NONE Width of Drive- - When a Concrete Drive is Greater 75ee Approach Tab Width of Drive le) than 12, the Longitudinal Joint (See Approach Table) shall be placed every 10' or as „A „ Directed by the Engineer. RyW — — R W — 1 . � �°bye ' � � 0°� �i�5 RPPto C) c , R° Pr°° o o ee P o p (5 (��ee q� � a Modified Conc. ernent Concrete Pavement # O'ooc Q Curb & Gutter t o a b 6 C �b Monolithic Monolithic Conc. Curb Conc. Curb � �� _ - ------ -- ---- ----------- - Edge of Pavement 110# Syd. Bituminous Surface 11, L ., c f Pavement A Modified Con 440 �Svd. Bituminous Base 50, L V Edge o "O" Compacted Aggregate for Base �' Preformed Curb & Gutter 4 Type P Joint Filler (Typ.) MOD. CLASS II OR/I/E CLASS I & III DRIVES Place 6" Type"O" Corr�paceted Not to Scale y Not to Scale Aggregate for Base when the Drive way is Class 5 –0' So w Cut Joint Monolithic Conc. Curb Proposed Fill 6" Exist. Ground 4: 1 or Steeper Cement Conc. Pavement Slo �To per Ft. ' _ 5 Bars (Typ.) $ for Drives p ) #5 Bars as shown) Edge of = S ape 1:4 Pavement 4 8"8 (Typ.) Ma 10'-0" ., 4'-0" Min. .g (T)'P SECT/ON "A A� �-��° To be /sided with TYP/CAL BENCHING DETAIL DETAILS the Cost of the Drive �,`' C A,�R ,,.��. ...�Rr��, Not to Scale Not to Scale ` � �v�s E R�`o jrQ No. `� SCALE:— AS NOTED 18831 STATE OPT gt P PROJECT NO. LINE FILE T M— 6 4 FEDERAL ROAD FISCAL SHEET TOTAL REGION NO. STATE PROJECT NO. YEAR NO. SHEETS 5 IND. LCaO.� TA�1NC� rABL E t ,� .� Lnr72 To M1,-nl�1- EL EL �O EA 5-A C2 -/ Oisco�r�ecf _ WZ- M-5 -/23 .yore ei- Z 7C//4 9 2-SCI/4 YVA 1/ AO-/ 2-7C//4 - /¢ SA SA 8;z3 0.3 �s 5� NL NL 7 3 7C//4 2-7C//a NA NA 4-/,Z'.3 Orscor�r�cf N,p N.E'4-1,23 ¢ yonyei- 4 - 3 OETA/� A 736 ♦ :. ,, 2 2 3� 2 Sj f See Zvi/A ti fj 4- 7C//�Z :EA f- t � /lo a-7C/4 4-7C//4 WA / 7C//4 WTI / G//VE ':4" //�O TN �5'TiPG 7 EL L/NE ".oR wz_ Z- 76?114 -5C//� r ESP Q �5, /7, C7�17 Te,?`he, - -125 45' 1 � N o/ '012 6�3 �4 )Ore )01/-7 f�8 L //VO/C4T/G?i1/ O ST/2E�-T /S F�f2EFE/PENJ~-1AL �- /-WAY, �3 'T/��/r/2'iE O, /2':4�1�1SE.�; /2'�'•P�rE�/J S�'�VAZ 11v,0 C-4710A1 3 j6 th STREE? fLASf/ES A/YIBEiP 8 fSE, FL/LGYA�.'74TE� C'G�'�IT,�LL-E'P w//rt/TE�Prt�' T/VIE �1CSE ' C7RAY .POAD FLASHES rPEO. CA,5// t--T GYi/ P/"FGY/NQ4T/ON pp l5 X L� STEAL --- 2 2'"l0G'4 7L Y AP/GU�/Z'TA,CO�.a'6V4TEL.E LLG YC�F��1 'zG�l-1 T/T U�P o � �1 ■ G?ETEC7Z�.P h'G�/S'lNG • fHANO,�,�OLE Fr �rrzrrt2r�� /f�rk�r� .� ,Sfx�f Ala 1� � 24'1 6)TO,o LINE R 116TH O STREET & GRAY ROAD �Z //CE /NT CID �E _ N 3 L/NE, 71XEXPIWO.QLAS71-C SOL/0, !Nh'/T�; �� L L Ow ¢' N S G ALI ZATION DETAIL G/NE, THE.P/Y/O.�LA ST/C, SOL/O, GY�!J,BLE YE L 1031 3twTE(W PROJECT N0. LINE SHEET TOTAL FILE 1 9 7 6 �/; =" .' -` r _ 1p1-38F6r ) 1(5 66 2'4467 'P107 lO FEDERAL ROAD FISCAL SHEET TOTAL __ - DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS � +��® - - 5 IND M--B886( � 1991 19 66 f20 SIGN TYPE W3-.3G (SIGNAL AHEAD) 3 3 o a 0 x-10_ n Type R,9- 1 36) (32) P./ Sta. �'8-� 90 18 'A" -- __ -- F' 0. 7. `�ta. i'9 74.80 "A" P01' Stu.504 00. 00 "S- 1-- A " ` _- ____ SIGN TYPE W3-3c P, O. T Sta.50f 15..39 "%R 2" (SIGNAL AHEAD) 40 W-H k Q ,341 , :-- _ _- _ _ _ _ ---- �Typ ST 116 . i Ifs L IM A - _----__ ----- - - - - - - -- _ - r - --- ----- - ------ - —_ _ _ - ---- __ ___ Aid 4 - _ _ { _ -- - - 0,5 ---------- Ur Qoz- SIGN TYPE W3-30 I I 40 MP,H (S/GNAL AHEAD) 51 � � i P. O. T: Sta.5t 100-00 75-2-A" 3 iz .31 i X -�1°e _ LEGEND .30 MPH �9 Line, Point, Solid, White 4" 5 30 Line, Thermoplastic, Solid, Ye/%w, 4" 3�1 Line, Thermoplastic, Solid, White, 4" �2 Line, Thermoplastic, Solid, Double Yellow, 4" Line, Thermo lastic, Solid Yellow, 12" P (20' Spac1;-?y) �4 Transverse Markinq, Thermoplastic, Stop Line, 24" 3 �5 Transverse Marking, Thermoplastic, Lane Indication ,Arrow �6 Transverse Marking, Thermoplastic, Word (Only) PAV M NT MARKINGS 55*00 SIGN TYPE W3-3c SCALE: I"'=50" C (SIGNAL AHEAD) _ P-20/.3/ PROJECT NO. LINE I SHE17 TOTAL FILE M-8886 19 1 66 1 2467 . i FEDERAL ROAD FISCAL SHEET TOTAL �O DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS ----- 5 IND M-8886( 1991 19A 66 46* 00 i o 0 o � o o 0 +20 1 t ,l 4 1 i I' � h O ,I I ----- - ._ » ;r # - ----- -- , - - --- . . _" --- Line "PR-J" 116 T. 116-a ST Line A -- Line A ' h Service Point 1 Type 11 � I;I Q LEGEND I ,� — •--•— •-- 3- 1/C No. 4 in P/ostic Duct in Trench — — — — - t in 2" Ga/v. Steel Conduit 5� 3 1/C No. 4 in Plastic Duct 0 Hondhole Mast Arm Rise --� 250 Watt L uminoire on 35' E.M.H. Lighting Standard , ---� 250 Wott Luminaire on Combination Lighting & 36' Signal Strain Pole Line B- 1-S - -- Luminaire Overhang(-k f o,, ® Service Point from or LaneeEdge Setback(-) Pavementu LUMINAIRE DATA I Z � L amp Type 250 Watt H.P.S. Pole Setback From Distribution Medium Semi-Cutoff, Type Thru Lane Edge of �- I/o/toge 120 1240 Volts o Pavement ____ _ LUM/NA/RE NO. 10 11 12 13 14 15 16 LIGHTING DATA MAST ARM LENGTH 8 12 15 12 8 8 12 o CIRCU/T CONNECTION R B R B R B R c iL, Initial Lamp Lumens (LLB 27,500 Lumens Average Maintained Illumination 0.81 POLE SE TBACK 5 9 9 9 5 5 9 Z i Lamp Lumen Depreciation Factor (LLD) 0.90 Lamp Dirt Depreciation Factor (LDD� 0.87 0 Uniformity Ratio Nominal Mounting Height (M.H.) 35 Feet L UMINAIRE_ AND STANDARD INSTALLATION DETAIL Sca le: None 55* 00 LIGHTING o I 0 Rr0, wz, i Q SCALE:-- 1"=50' 18831 Qe �= i O `. STATE OF i 0, NAL s .P 2oi3i l U PROJECT NO. LINE FILE NE I 0. 4_ M-8886 19A 66 2467 FEDERAL ROAD FISCAL SHEET TOTAL DIVISION No. STATE PROJ. NO. YEAR NO. SHEETS /ND U-88660 1991 20 66 Qk- Qk- QS pO o ►O N-) Q3 Bpi pi Q: 255.56' 125 125' ' ................ ................ of Thru Lane of Thru Lone GrGde As Shown GrGole As Shown On Pro file On Pro fi le 60 VCS Lt. Edge o � ' of Thru Lone of Thru Lone 60 V C. 60' V C. 60 V C. 60' V C. 60 V P-1 STA. 47*60. 00 "PR-2" STA.5J*52.2J "PR-2 V 4 OMPH D= 10*00'00" V= 40UPH S.F. = 0.04 FT./FT. D= 7*00-'00" 0.037 FT./FT. Q) INDIANA DEPARTMENT OF TRANSPORTATION ,,,,,�,,,,,,,, ON-e 3W SUPER L VATION TRANSITIONS 18831-STAM OF SCALE: HORIZ. 1 =50' 0 .......... VERT. 1 =0.50' J0 PROJECT NO. LINE To SHj& FILE —1 20 1 66 1 2467 JFRAL RD. %,TF PPWFCT NG 1SCAL SHEET TOTAL 'EGI©N NO ✓�.�n NO. SHEETS TYPICAL SLOT PLAN (TWO LANES) ' TYPICAL SLOT FLAN (ONE LANE ) 2" STEEL_ CONDUIT TO CONTROLLER -?" STEEL Cr tiDUIT TO CON' ROLLER - ----- --- DETECTOR HOUSING i � T HANDHOLE HANDHOLE . — ---- f - DETECTOR HOUSING LANE EDGE , �-- -'' f :--------- - - -- 3_0 (12 LANE) -T -� LANE EDGE - ----- 0 - -- - ----- _ -- T LANE E D G E t- -J DIRECTION DF .. -------- -__ -- _._ ---- ' - --- LOOP I TRAFFIC F_OVW DIRECTION OF 6 5 E + LOOP C:� P T F F " TYP i BAR 3,_0.. CENTER A DETAIL ,A, - 6'f �-- LANE E �-I NE --_--�----= ____ DETECTOR HOUSING WIRING 3, 0„ Y t 1 t L �__� -:A H, F { 'T F - IN WIRE LOOP WIRING DIAGRAM HL AC,K F AI IN WIRE B ---� � , I SEE DETAIL A' -77'/- r , OL t AH17E EAD-IN WIRE 3 -0' j .� t ,�rE : , EyF � F _ ~c�C)y -1N -- R — AN EDGE � / �,f �,.. ' - ' k EAC WIRE -� THE r LOOP SAW SLO T DETAIL SECTION "B-B" -- —�---- ' , 3/8„ TO 7/c" MIN - MAX , ROADWAY -,_j I OOP SAW-CUTS AS SHOWN ON PLAN SHEETS ARE TO BE CONSIFERED AS SCHEMATIC ONLti A�AXIMIJM F 18 M�RIIMI�M �� i l �x ,F VVIFIE KF SAW SLOT IN TFiE EVENT OF DISCREPANCIES THIS DETAIL VVIt ' F* �' C?WF L> IN T r iF DF F T0'P SHALL GOVERN F1 E At �� LEAD 1 12 7,AIS DISTANCE IS TYPICAL DEPENDING T 4 2L'2 IMAV_ 2 AT NO TIME SHALL THE LOOP WIRE BE BENT , -, G ON F E. A ANGLES LESS THAN 120 '� ERSEC 0^, ';E OMETRICS A LOOP CAN BE LOOP SEAL ENT SAWED IN FRONT OF THE SYOP BAR -' � I . 3 LOOP SPACING SHOU �_D BE ADJUSTED. TO A ' PAVEMENT JOINTS VOID i3 THE SAW- CUT FROM THE DETECTOR HOUSING TO 4 OVERLAP CUTS SO THAT SAW- SLOT AT CORNER OTHER OSAVN�C�ING IS NOT TO CROSS ANti C - - HAS FULL DEPTH STATE OF INDIANA O � ALL I OOPS ARE TO BE WIRED CLOCKWISE INTERVAL.- OVER THE LOOFA WXRE ( VIEWED FROM ABOVE ) WIRE IN 1/4 O D. PVC-----' 6 PRESS LOOP WIRE IN-r- DETAI 0 LOOP SAW SLOT WITH NON- METALLIC OBJECT LOOP INSTALLATION I OF 2 5F E FLAN SHEETS FOR NUMBER,SIZE, ARRANGEMENT AND LOC:Ai ION OF LOOPS ~OR ONE PART SEALANT 8 LOOP; 4RE TO BE YVIRE D WITH 4 TURNS N LE SS FLUSH FOR TWO PART SEALANT < T-4E "1WISE NC 'rED 0 , ' S c;RE TO ESE AIRED IN UNLESS nTHER- W ISE NOTED b BLACK LEAD IN WIRE TO BE SPLICED TO LOOP WIRE , GOING TO THE FIELD ( TAGGED OUT/LOOP #) WHITE LEAD IN WIRE TO BE SPLICED TO LOOP �M �y ;.SIP WIRE COMING FROM THE FIELD (TAGGED IN/ ENGINEER OF SIGNAL DESIGN DATE '; LOOP #) J z _ _ • F[OERAI ROAD FISCAL SHEET TOTAL R[G�ON NO STATE PROJECT NO YEAR NO SHEETS A S IND. ( ' - - - 2'- 0'. Y E 4.. D F : X114 ~ Nlhf f�F ` E CT( 1 ( '� �I (d --- - $ OU CTCR • r, C, a+s +t"' F _ o J f. ( hA[�E ♦ a ...':rl... .:�,�` uv1�1 ��:'�))., - v _ . - SPLICE 0 ? cv LEAD - IN � ..,e` SEE DETAIL ) — ( T_ , ti,ttit w, 1 PL , } 2' rrNDUIT •' i � �` ( EE,; I . • r� E ' ` -- .. ti YF, _ x ^ . ' ` I � TG, CGNTRGILER } � DETECTOR (`4G F C u N A D T IC h fi ' •° LI, I ,r-. E r t 1 i � .. •• , = ,.T � � t ., . , t E � i' r,`�E � +Lr.ft I ` F � ; I �. � - �. A DETAIL CONS CT ION DETAIL: TIED - J I T CROSS SECTION FOR NON - CUR �� < < - r ABUTTING CONCRETE PAVEMENT CROSS- SECTION FOR NON -CURBED SECTIONS WITH CONCRETE PAVEME NT NO SEPARATE PAYMENT TO BE a WITH ASPHALT PAVEMENT MADE FOR REINFORCING STEEL � =E - - r ,_, i t f r � Ili' ^ e � J b.• ` , E q J• D } f DRAIN a . } i.SF F1 e [ F( lJ N I _ D T IOP I ^ j s 4 O N CR r �� SECTION FOR _ r A Y CROSS SECTION FOR INTE R CROSS SECTION FOR CONCRETE CURB SECTIONS COMBINED CURB -a GUTTER SECTIONS WITH CONCRETE PAVEMENT CURB SECTIONS WITH ASPHALT PAVEMENT p :•,f '� of wlnE, IN ".T :)E EC C NOU51NG r,r� , . r f h �!F vv{mot E 'C ' ' IJ SPLICE DETAIL ' L c F t c t `,i E_ T i STRIP � E . - •. r t}U rE � _� _ f F t " iR F) T E C JACKET C- WRAPPED WITH E; rCTkl(_.A� '!�E'F 2MT044 T r ►�I E T i F� F �D�,ITI0hAL DET;.ILJ ELECTRICAL INSULATION SEALANT r I F TA rl �F ►L .- (SEE APPROVAL LIST ) IN '' PIN D 2C/16 SHIELDED LEAD—IN CABLE ...ttt- SECURE SEAL BY WORKING � I - 2p n PIN E MATERIAL IN BETWEEN CABLES 1�_ 2. rlr MIN MIN. — ` I 3.. �.\ ..WHITE LEAD IN WIRE �ll�. 4 4 IC/14 LOOP CAB MIN. MIN - STATE OF INDIANA t PIN H ,SPADE CLIPS TO BAEp UNDER SAME SCREW HE It � _ BLACK LEAD-IN WIRE TRAFFIC SIGNAL DETAI 4 PVC DUCT BARE CONDUCTOR - - � �- BARE CONDUCTOR I„ "- I" in COVER WITH SHRINK TUBING �'��( DESIGNED FOR 14 GAUGE WIRE. INSTALLATION MINA � MIN. DESIG LOOP I,r �•SOLDER BARE WIRES THEN COAT WITH LOOP LEAD - IN 4 Nil RTV SILICONE SEALANT IF INTERNAL SILICONE SEALANT rJN SHRINK TUBING CONTROLLER CABINET CONNECTION DETAIL 4 MIN. � NUT USED. WO a*,, PVC ENTRANCE WITH ELECTRICAL INSULATION SEALANT Q �— SEAL �I B WRAP WITH ELECTRICAL TAPE I" ENGINEER OF SIGNAL DESIGN DATE PVC DUCT ANA �f•,NAI E f Contract No TP107 y Y y FEDERAL ROAD STATE FISCAL PROJECT NO, SHEET TOTAL REGION NO. YEAR NO. SHEETS /4`� /99/ 2„ 11 I/2" NPT CAST HOLE FOR 2" PI PE 1 i b ► 7/gee / — - A �/ 7/8" { D 3 , f (71) \ _ 3 I6" 1 1-- __ _ 1 { r 81/2" 3/16 3/16" 3/16, 1 ' 11 1 - --- , 16 !� S 73% ' 63/4" ' t1 i f j x 4 HE N Nr ESS NC q 4- RE t i r i RADIUS -- - __ ---- - - — ! ETA ti E F , W:°.SHER, DETECTOR HOUSING 3 A / i._..L. ,/16-16 NC ' F �� -�E �U:uE , 2 4- PE�!_-'RED SECTION A- , — -- fl j 7 116"X I" HEX HEAL STAINt � S'� TEEI_ y. '�.' Te n .,,., 4 QE OU►RE D I > 2 . c d 1 Ir8 STAINLESS STEEL WASHER r8 -� 7/16" N 4- REQUIRED 3 g/► /4„ ' 42`� STEEL CONDUIT —" 1900 EL BOW /8 3/4' Nip 5/16 h — A A . , — — STEEL CC`Nf IYIIT UUPt JING E i 1 DE-TAI OE I M HOLSNG ADWITR INSTALLATION DETAIL'S 8„ ING 51,2" F, J DECTOR HOUS NTS FIRST THREAF OF HOLE IS T(_ H� AME A:- TNF Fr�x ;T i THREAP DIAMETF 1', Dc: PIPF 1 ( 2 ENT,RE 'ASTING ff MADE FROM ALUMINUM A; `_C1' A N S' 319 _)R 319 2 i '' �/4 R.AOIUS .--1 3 '10NCRETE DETE^TOR HOl SiNG'S SHALL BE NIGH EARLY STRENGTH IN 41'C RDANCE WTH T"F T1NDt� � _2_._1/8' __. ELI Fil-AT IONS. STATE OF INDIANA ILS 3 gyp,, _ _ TRAFFIC SIGNAL TA DETECTOR HOUSING DETAIL OF DETECTOR HOUSING DE x ENGINEER OF SIGNAL DESIGN DATE � t ti r k0FQALkQAo ST -SO kf♦ h0 ,+ YCCA- SNEER TOTAL r • i�FC iOh NO 'vyL A-G: NO/I S/Nf CTS 5 I W D �/ G STAINLESS STEEL PIN r (FIELD DRILLED IF REQUIRED) COLLAR STAINLESS STEEL HEX HEAD BOLT HAND HOLE i� x 8112 11 max. 8 11 x 8" min. ell 15 15" . ti 1 M " CATENARY— OR SPAN WIRE " CATENARY OR SPAN WIRE r 12 3/4' BOLT CIRCLE 4' DIA. NATIONAL STD. PIPE THREADS FOR 4 112 O.D. PIPE a 6 MIN 18 18' 13 3 SQ. EYE BOLT INSTALLATION SLOTTED LUGS FOR i 3, 4 ANCHOR BOLTS i .r BOTTOM VIEW NOTE '. x 3 - 25 I. INSTALLATION IS THE SAME FOR STEEL STRAIN ASTM A — 18if 12" POLES EXCEPT POLE BANDS WILL BE USED. 2. THE .DISTANCES SHOWN ARE LENGTHS WITH THE 4" EXCEPTION OF THE DISTANCE BETWEEN THE EYE� BQLT AND THE FIRST CLAIVP IN THIS INSTANCE THE _ _ STATE OF INDIANA 3 LENGTH IS A MAXIMUM. 2 1i2"_3.. TRAFFIC SIGNAL DETAILS 3 4"ANCHOR BOLT PEDESTAL BASE & EYE BOLT ANSI B-272 TYPE B REGULAR SERIES THIS DRAWING IS NOT TO ASTM F-436 SCALE EGIsrF ENGINEER OF SIGNAL DESIGN DATE FEDERAL ROAD STATE PROJECT N0. FISCAL SHEET TOTAL REGION N0. YEAR N0. FEE 5 1 ND. BAR WELDED INTO POLE 3/8" T STEEL THREAD CUTTING SCREW 3 GA. x I " WITH 0. 3580 HEXAGON HEAD 4 HOLE SIZE I 3/8" "J" HOOK WELDED INSIDE OF POLE /,"�(FACING TO CENTER OF POLE ) • " ' ' SPECIFICATIONS 6 ! I TOP OF STEEL STRAIN POLE POLE • TAPERED POLE 0.14 " PER FOOT OF LENGTH LOAD DESIGN 8000 Ibs. APPLIED VERTICAL TO POLE AXIS 18' _j _j-i BELOW TOP OF POLE 0 LOCK WASHER FLAT WASHER B MAXIMUM DEFLECTION 0. 16 OF AN INCH PER 100 Ibs OF LOA 5/8" x 6" ALL THREADED HEX MATERIALS ASTM 572 OR ASTM A 595 ; ROUND POLE ) MINIMUM HEAD BOLT & NUT YIELD STRENGTH 50 ksi GALVANIZING AFTER FABRICATED U_ C" LL i ' i A - 325 ACCORDING WITH ASTM -A 123 rn 4T i „ I „ SQUARE 23" BASE PLATE ' SHALL DEVELOP FU`s `;TRENGTH OF POLE 2 MATERIALS ASTM A 36, ASTM A 5(< <)R ASTM A 58 \ , 5/16" t5-I /2" • '� 45° 2 I POLE BANDS SHALL WITHSTAND POLE LOAD DESIGN, EACH HALF OF BAND SHALL BE STAMPED W/ CORRE. SIZE NUMBER. - –� 13 MAX. ASTM A 606 R COUPLING 4 MATERIALS M N MUM YIELD STRENGTH 50ksi 2" COUPE RAD.= 5 " i HARDWARE '. MATERIALS SHALL CONFORM TU ASTM A 307 GALVANIZING I 1/2 DIA. 2-5/8" .., � � o�`'�, �w ACCORDING TU ASTM A 153 OR MECHANICAL GALVANIZED SHALL CONFORM I U ASTM A 576, ASTM A 675 • e L5/8" x 3" HEX A- 325 BOLT 6p�T �,0� �O Q° �,NCHOR -BOLTS ' MATERIAL • • NUT ( I " THR. LGTH. ) MINIMUM YIEL 22,, �,/ �J ��O �O \ � C� ��5 ksi uR ASTM A 36 SPECIAL QUALITY 8, MODiFIEC� IO 55 ksi. I HE ZHREADED END OF THE ANCHOR SHALL .� HAVE I%" INCHES OF 4 1 /2 NC; THREADS AND SHALL BE GALVANIZED ACCORDING WITH ASTfJ1 A 153 ALL ITS LENG1 H PLO., 3 INCHES. 1 ON SHAFT TO w r� `1 �� ALL WELDING SHALL CONFORM TO AW., UI. J X x BASE PLATE CONNEC-I TUNS. WELD SHALL GENERATE THE FULL (D 13/16" HOLE DIA. ' ��° � �� 0 STRENGTH �F THE SHAFT. CONTACTING JOINT SURFACES SHALL \� x \1 v \1h , x BE THOROUGHLY CLEANED BEFORE FABRICATION AND THEN 2„ BASE PLATE �'� . o � 3„ i � � � ♦ COMPLETELY SEALED BY WELDING. ' ONLY LONGITUDINAL CONTINUOUS WELDING IS PERMITTED ON POLE SHAFT. 3" 2-1/4" x 96" ANCHOR BOLTS ; M WITH (2) HEXNUTS (2) POLE BAND FLAT WASHERS REQ'S 2 POLE BANDS AT EACH POSITION ON POLE (6 BANDS PER POLE) ALUMINUM OR GALVANIZED METAL COVER HAND HOLE 43 .� 4 22 12' 3 -1 MIN. ad • =POLE BAND POSITION 4-1/2 NC THREAD ?— 6" MIN. � POLE LENGTH A _ 87 30 6" 8' 12' STATE OF INDIANA 36' (' 13' 17' ALUM . OR , - AIL. GALVANIZED 13 UNC NUT T GAL i/2„ TRAFFIC SIGNAL .METAL COVER 4 MIN . FOR GROUNDING LUG 30 8� ' 36' STEEL STRAIN POLE :<•• :u•••.:: .:-ri :;. ;fie: •:e:•: ��• .'v: HANDHOLE 8i GROUNDING LUG 41' R • • • ' ' ' ' ' ' I - ►/4" PbLE BAND 0. D. OF POLE ROUND SIZE NUMBER OR MULTISIDED �.��` REDO MIN. MAX. �� B �s `�� r'PEGlST y' 4-I/2" � 9" APPRO 13.0" io ALTERNA"fIYE 13 12.9 14. 1 14 14.0 15. I - Z F SIGNAL DESIGN DATE �`s�tio �� • 1 - I /4" x 4- !/2" SQ. PL. 15 15 U" 16 . 0" ENGINEER TAPPED 8r WELDED TO ji'��i E BOLT F C T i o-,r� • -_. —_ FEDERAL ROAD FISCAL 7SHEET 9-TO STATE PROJECT NO.REG I N 5 I ND. .�B�� ) 1991 3 4 EYEBOLT WITH D ETAlt-S x I SPAN CATENARY & SQUARE WASHER 8► 6 2 HUB EYES STEEL POLE BAND CABLE RING 12„ - SPAN WIRE CABLE 6 SAFETY CABLE • i' AIRCRAFT -CABLE SEE DETAIL "A" " 8 � AIRCRAFT 'CABLE, - , • WIRE ROPE CLIPS ' WIRE ROPE CLIPS 3 WIRE ROPE CLIPS „ CABLE DOWN GUYS 41 MESSENGER CABLE �� WIRE ROPE GIPS 9 AIRCRAFT g"- 12" 3 AIRCRAFT CABLE p SIGNAL CABLE g • 61 AIRCRAFT CABLE 0 HEAD � STEEL POLE BAND DRIP LOOP •�` FATHER I" i - TETHER CABLE 2" OUP _ NJ- MESSENGER CABLE 4 ; � 4 CABLE RINGS SPACED APART CLASS 2 DETAIL "All WOOD POLE / k)' MIN 0 MAX REFER TO STEEL STRAIN POLE DOWN GUY GUARD CLEAR ZONE POLICY r 20' r • SANDY CLAY TYPE MATERIAL r r HYDRAULICALLY TAMPED /r �/r i/ REFER TO iii -- -------- OR CONCRETE CLASSA,B CLEAR ZONE POLICY Q N0. 6 SOLID COPPER BAR DRY OR PACKAGED �- i 6 6 4 x 8' TWIN E,YE ANCHOR ROD -.— __._.._ _ ---fir'-- . •• _ TETHER CABLE i M'• �' , •• ! - 8' GROUND ROD � D � : • 6' �/ /,- ?' MIN COMPACTED SMALL `NONE OR GRAVEL e ' INSTALLED SPAN WIRE SIGNAL 8' •� 1 o R wry ANc ll()k FOUNDATION QP \ , � • NOTES STEEL STRAIN POLE FOUNDATION 8r REINFORCEMENT DETAIL WOOD POLE �,� ° / I FOUNDATIONS SHALL BE FLUSH WITH GROUND. 4 X AXIS Sf +ORR BOL \ BOLT -) IN 2 FOUNDATIONS CAN BE EITHER ROUND OR H ' 007 ING 8 Ar 10 x 7 -6 ____- , TENSION SQUARE. ALSO FOUNDATION CAN BE ROUND �rV�� GUYS �Cq ION I � 1 INC) 8 �' lox x ' "6 U WITH A SQUARE TOP II 4 I _ j .� 3 ANY STEEL STRAIN POLE LONGER THAN 2 HAVE XIMUM LOAD OF 8000 LBS. w I . I N I � ANGLE C SHALL i ANGLE C = ANGi_E C _ �° L f= - - I - ---- 4 3 WIRE ROPE CLIPS SHALL BE INSTALLED - ANGLE D �� Ar�GLE B AT EACH END OF THE AIRCRAFT CABLE FOR THE DOWN GUYS WIRE ROPE CLIPS INS AL_L � z, 0"- w� F S IN ALTERNATE DIRECTIONS B �1 SPAN I - - __ SPAN i O p JIRECTiON . ----- �>IREC�iON ANGLE A A�' --- i � -T I RESULTANT FORCE FOUNDATON RESULTANT FORCE I i I _ _ __ _ , DIRECTION L WOOD POLE j' "� piREC -ION ° ANGLE B t i I I ANGLE B I`; F OR X / —� EYEBOLT -t + X . X, R�)lT SR4N Z DIRECTION T DO V N GU YS - OL T 18 P SPAN L � IN -kr v DIRECTION TENSION — 4'� � - -- -- - - - • ANGLF C ANGLE C = ANGLF D = 30° STEEL STRAIN POLE tION STATE OF INDIANA T T T T o ' ANCHOR BOLT ORIENTA 6" MIN. I I 1 i I I ANGLE D � c N t-1 z WOOD PO T FIC SIGNAL D 3' - 3 GUY ALIGNMENT „ AIRCRAFT CABLE I I I I I g � Ll N `Gnl VANIzED METAL CODER SP AN a CATENARY I I I 8 _x J TING 84t l u x - I�' I I OOD POLE 3" I , i I II Jam_ LL _ l _ 1J 3" 3, ? .r`�� RE_Qp NOR 80L DATA , ANC 1 ►� R P S T POLE SIZE FOUPD4TION REVI SED 1/ 17/90 ANCHOR L DES 57 TAIL A H SIGMA DESIGN DATE SAFETY CABLE DE B F ENGINEER OF BO`TS si�tr`%�i^N A POLE 3 17 2" 12" x 24' 3�x 8' T TACHED TO 3 I i— 2- . : ! A NARY S - 16 4 �oN�• EN�� IN CASE MORE THAN ONE CATS 14 x 90 i6 8 - { " f 15" x 30' �P-20/.3/ " I 2 4j 23 22 36, 3'x I�' 2r x 96 22 15111 5 x 4 FED REGION R D STATE MtOJ[CT N0. FISCAL S ET T CONTROLLER CABINET - FOUNDATION DETAILS 5 I N D. 1991 27 66 r 'GROUND ROD GROUND ROD • CO CIUIT ANCHOR BOLTS I' CONDUIT 12 OR PVC 7 OR PVC 4' ! MI . ( CON' WALK CONCRETE WALK ANCHOR BOLTS BETE " � � CONDUIT ENTRANCE �� / o � • � � AREA 24 ., CONDUIT ENTRANCE 18" �� GROUND ROD \_o.� AREA . „ - � ANCHOR BOLTS E STRAI�R - - 12 DIAM. KITCHEN SINK TYPE) - - � 40� 30 BOLT CIRCLE 54" _ r to , CONDUI T PIPE 8� ELBOW OR PvC I HE�V S�VK SCREEN a CAP HELD SQUARE NOTES I I" ITH 3 SCREWS 3" 2" CONDUIT WITH ;4- x 18 ANCHOR BOLTS I. CONCRETE FOR ALL FOUNDATIONS SHALL BE EITHER t ® - 22 -- 24" GROUNDING BUSHING WITH 3" HOOK CLASS A, B OR C IN ACCORDANCE WITH 702.02 WITH A CLASS FINISH. CONCRETE WALK SHALL BE I I ' PIPE & ELBOW i.. CONSTRUCTED OF THE SAME CLASS OF CONCRETE E3 SCREWS HELD ---- 2" CONDUIT WITH TH 22 AS THE FOUNDATION. GROUNDING BUSHING 2 - 9 x 15" ANCHOR BOLTS _ ell 2 THREE 2" CONDUIT INLETS TO BE INSTALLED AS .A WITH 3" HOOK -� , �. , , , ' MINIMUM PER FOUNDATION. MORE INLETS SHALL BE 32" 24" CONTNOLLER BASE 6"-12" ,i i , INSTALLED IF REQUIRED ON PLANS OR SPECIAL PROVISIONS. INLETS NOT USED SHALL BE CAPPED „' BELOW GRADE. 24 MIN 2` ND COUIT WITH „ IHI ' GROUNDING BUSHING 4- x I - 3 FOUNDATION TYPES " P- I" Ek M SHALL CONFORM TO 8 NG �' S� ANCHOR BOLTS i � ICI II � ANY MINOR DIFFERENCES OF INDIVIDUAL DESIGNS WITH 3 HOOK I I Iii II SCREEN 8�CAP HELD �.� 36 MIN - FOR ALL ACCEPTED CABINETS. WITH 3 SCREWS CONTROLLER BASE I " 4 CONTROLLERS' EXTERIOR BASE IN CONTACT WITH THE __ • I CONCRETE WALK FOUNDATION SHALL BE SEALED ALL AROUND WITH -A A SILICONE SEALER. • I I ' , I i SCREEN 8 CAP HELD 12„ Z' — WITH 3 SCREWS I - • _� I 5. ANCHOR BOLTS SHOULD EXTEND 21/2" ABOVE THE ' •• i , MIN. 6 I7 • PLANE OF THE MOUNTING FOUNDATIONS. USE PAPER � � � ' CONCRETE WALK � . 3 �" . ,• I I I I ' , _ f I MAILING TUBE OR TAPE TO PROTECT THE THREADS 36 o i l 1 1 2" __— PEDESTAL FOUNDATION FROM CONCRETE . COUPLINGS TYPE "Am 6 THE GROUND ROD SHALL BE 8' LONG IN ACCORDANCE 24' WITH 912.15(g ). THE. GROUND WIRE SHALL BE BROUGHT COUPLINGS THROUGH THE FOUNDATION VIA A V2 " CONDUIT ELBOW OR STRAIGHT SECTION ( INSTALLED AT AN ' • ANGLE ). THE CONDUIT MAY BE EITHER GALVANIZED ., • iJ /\� \�� ' ` I CONTROLLER CABINET STEEL OR RIGID PVC ( HEAVY WALL). T 'g 711 „ FOUNDATION ,TYPE "Mm 7. CONCRETE WALK IS REQI�RED WHEN THERE IS NOT AN 38 I EXISTING SIDEWALK THAT CAN BE USED IN FRONT OF THE CONTROLLER. 4 i � 8. 4 KNOCKOUT PANELS 2� DEEP , EVENLY SPACED reONTROLLES G�tN Z " --- AROUND CYLINDER . 8 F99MMON TYPE P SEE DETAIL A -- 2.j " CLASS M REINFORCED � - - � —�- -7 _ CONCRETE PIPE \� STEEL AREA 0.07 IN2/LN FT. 1 TRAFFC SIGNALS 2,0„ ig `I 3„ I „ \ Z5. I. STATE OF INDAA NA _ 000 4 _9 x 4� EYEBOLTS WITH 9 DETAIL A GROUT o p o SQUARE WASHER _ IAn-p" T-- - -- --- - -- 6 NUT SPACED TRAFFIC SIGNAL D --- 5" EVENLY E7A LS 2"CONDUIT 8 BUSH ING TOP L1211, '�2 �—Ip 5" KNOCKOUT PANELS CONTROLLER FOUNDATION 5" CONCRETE FAD �_p,. AGGREGATE . (PEA GRAVEL OR LARGER) N. c ENGINEER OF SIGNAL DESIGN DATE . HAND HOLE � _� t ti FEDERAL ROAD STATE PROJECT NO. FISCAL SHEET TOTAL , REGION NO. YEAR NO. SHEET11 5 IN D. 1991 26 1 M a 4t6 BARE SOLID COPPER WIRE i�� ' — — x 8 GROUND ROD CONDUIT CONCRETE FOUNDATION OR PVC I 2 x 8 GROUND ROD OD POE i — '� CONDUIT WOOD I � I NEW EXISTING 2 x 8' GROUND ROD 6 — 12 6"- 12" SIDEWALK — �j AA6 BARE SOLID COPPER WIRE — 1 = I B BORROW BACKFI LL = i 4t6 BARE SOLID COPPER GROUND WIRE TOP SIDE _ #6 FARE SOLID -,� x 8' GROUND ROD x 8' GROUND ROD------"*' OD CONNECTION CONNECTION , COPPER WIRE 12 MIN. 2 4t 6 BARE SOLID COPPER WIRE - 12" MIN. - . _ t \A� PREFORMED JOINT THERMO WELD GROUNDING GRID TYPICAL DETAIL TYPICAL DETAIL GROUND ROD CONNECTIONS GROUND ROD IN EARTH GROUND ROD IN SIDEWALK INSULATION RING OPTIONAL NOTES STEEL STRAIN POLE -- IF POCK IS ENCOUNTERED, ATTEMPT TO DRIVE GROUND ROD STEEL_ STRAIN POLE -- PLATE WELDED TO STEEL STRAIN POLE AT 300 FROM VERTICAL IF REFUSED, ATTEMPT TO DRIVE -- SET SCREW - 13 UNC NUT WELDED TO STEEL STRAIN POLE OPPOSITE OF HANDHOLE AT OPPOSITE OF HANDHOLE AT � O LEAST 112' DEEP IF REFUSED, BURY IN A TRENCH DEEP % SET SCREW' IS TO ALIGN CONNECTOR IN RELATION WITH OTHER GROUNDING BUSHINGS REQUIRING A COMMON GROUNDING CONDUCTOR AND TO ASSURE POSITIVE vROUND CONTINUITY BETWEEN GROUNDING CONNECTOR #6 BARE SOLID COPPER WIRE BUSHING a CONDUIT ! 3 OXIDATION INHIBITOR SHALL BE LIBERALLY APPLIED TO ALL GROUNDING GUSHING I SURFACES THAT MATE WITH A DISSIMILAR MATERIAL. "�� ' i , 4?0UNDI NG CLAMP I (THREADED) � --- GPOUNDING .LAMP /A\x GROUNDING LUG SIZE WILL VARY MANUFA a u MANUFACTURERS CE S IN GROUNDING POST DETAIL ITITI SET SCREW TO HOLD I I Ii I I iI I COPPER WIRE IN PLACE DRILL HOLE I I II II I I II \ FOR BOLT GROUNDING LUG ---T OP OF ST EEL STRAIN POLE 6 BARE SOLID COPPER WIRE _—"- ' CONDUIT ___� STATE OF INDIANA I � II SIGNAL , r GROUNDING LUG DETAIL GROUNDING (FIELD CONNECTION) ' HOOK PLACEMENT 9 ENGINEER OF SIGNAL DESIGN DATE QF A ) IV A- NNNM'_ FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. STATE PROJ. NO. YEAR NO. SHEETS POST LENGTH POSTS 5 /ND. M-B866( � 1991 29 66 SIGN SIGN SUMMARY (FT. )EXIT SIGN -7 TOTAL POST LENGTH (FT.) NO . LO CATI 0 N C 0 D E SIZE ENCLOSED LENS SHEET SIGN AREA FT. 2 ENCAPSULATED LENS SHEET SIGN AREA FT. 2 RECT. WOOD POST CLASS THICKNESS OF METAL IN. THICKNESS OF METAL IN. POST A B C Abb Bbb CLASS POST 4.,x4„ 4„ x 6„ 6„x 6„ 6 0.080 0.100 0.125 0.080 _0.100 0.125 1 2 3 -� _ SIGN SIZE THICK . AREA 13 13 - CODE IN . xIN . INCH SQ . FT. 73f 00 "PR-1" Rt. W3-3o 30x30 6.25 - 13 _ 13 --_ R 1- 1 x 0 0. 8- 6.25 77f 00 "PR-1" L t. R2- 1 24x30 5 0 RI- I-A 36x36 R 1- 1-B 48x48 0. 100 16.0 82-k50 "4" Rt. R2- 1 24x30 50 -- -_ - 13 _ - -- - R 1-2-B 6Ox6Ox60 0. 100 10 83 86f50 "PR-3" L t. W3-3o 30x30 6.25 �`3 - --- - _ R>-3 12x6 0.080 0.50 R2- 1 24x30 0,080 5.0 46f 00 "PR-2" Rt. W3-3o 30x30 6.25 - - 12.0 _ - -- R2- 1-A � 36x48 _ 13 13 - R2- 1--B 48x60 20.0 48*50 "PR-2" Lt. R2- 1 24x30 5.0 24x30 - 5.0 - R3- 1 a 13 -- 13 R3- >a-A 36x48 1 12.0 52*00 "PR-2" Rt. R2- 1 24x30 5.0 --__ - - - - 5.0 -.----- - 13 _ R3-2o � 24x30 13 - R3-2a-A 36x48 0, 100 12.0 55 f 00 "S-2-A" Rt. W3-3o 30x30 6.25 - - -- ---- - - - - 5.0 - R3-4a 24x30 ----- - - ---- ------- - R -3 4a-A � 36x48 12. 104 TOTAL 45.0 _ - - - - -- - - R3-4a-B 48x60 0. 700 20.0 --- - - - -- _ _-_ - -- R3-4b 48x30 0, 100 10.0 R4- 1 24x30 5.0 El - - R4- 1-A 36x48 12.0 --- - - - - -- _-_- - R4-7b 24x30 5.0 - - - R4-7b-A 36x48 12.0 30x30 6.25 -- _ _- --- ---- - -- __ - - ----- __ - - R5- 1-A 36x36 9.0 R5- 1-B 48x48 16. 0 _ _ -- ------ -- -- - - R5- 1 a 36x24 6.O _ - - -- -- -. --- - - - -_ --- - R5- 1 a-A 42x30 Q 8. 75 R5- 1 a-B 48x36 12.0 R5- i Of 72x36 0, 125_ 18.0 -- --- - - - - R6- 1 R--L 36x 12 3.0 _.-_ -- - ---- - -- R6- 1-A R-L 48x 16 5.33 72x24 0. 125 12.0 -- - _ -- - - R6-2 R-L 18x24 0.080 3.0 - - --- -- - - - - - R6-2-A R-L 24x30 0.080 - 5.0 R6-2-B R-L 30x36 0.080 7.5 R6-3 24x 18 0.080 _3.0 24x 18 0.080 3. 0 - - -- - -- R8-7a 30x36 0.080 7 5 ---- --_ -- - - ---- --- R8-7a-A 48x60 0. 10_0 20.0 30x30 0.080 6.25 W4- 1 50x30 0.080 6.25 _ - -- _ _ ------_ -t ---- W4- 1-8 R--L 48x48 0. 100 16.0 W4-2 R--L 36x36 0, 100 9.0 J W4-2-A(R-L 48.x48 0. 100 - 16. 0 w9_ 1 36x36 0. 100 y9.0 W9_ 1 R_L 36x36 0. 100 .9.0 - 1-A R-L 48_x48 O. 100 16.0 _ --- --- -- -- - -- _ _ -- --- - --- w9- 13 36x36 0, 100 9.0 -- - _ - -- -- ------ - - W12- I 24x24 I 0.080 4.0 42x24 0. 100 70 W 13-2-B _ 48x60 0. 100 20.0 _-- -- ------ _-_ _ - - - ---- ----- - -- _ -- -- - _ W 13--3-B 48x60 0. i 00 20.0 ----_ - - -- - - __ _ -- -- ------ -- --- W14--3 - 36x48x48 . 100 5.56 _- - - -_ 9.89 -__ - -- _.__---- -------------- --------- -- W14-3--A 48x64x64 0. 125 ----- -- - - - - - ..-__--- ---------- - - --------�------- ------ ---- -- W 16-6 36x36 0. 100 9.0 _ W16-6-A 48x48 0. 100 _ 1 72,E 12 0. 125 -6. 0 - _ - --- DEPARTMENT NOTE. , INDIANA ENCL� HERSL�O BEFENC4PSULA ENCAPSULATED OF TRANSPORTATION All LENS RE LECTIUF SHt E. TING. DIVISION OF TRAFFIC - SHEE-I SIGN POST • QUANTITIES 18831 STATE OF PROJECT NO. %s, IA 11410 S ,T SH TA S LINE FILE FEDERAL ROAD STATE PROJECT N0. FISCAL SHEET TOTAL REGION NO. YEAR NO. SHEETS 5 IND M-8886( 91 30 66 PAVE�IIE A]:[-aROX NT �ltARKINGS PENCE TABLE -- - • ABBE LIES PAINTED LINE REQUIRED TRANSVERSE w J FROM TO SKIP YELLOW SOLID SOLID MARKING � m �- LENGTH GATE LO TION LOCATION = F- LINE C YELLOW WHITE STOP BAR z o STATION STATION _ (L x 0.25) BARRIER EDGE 24" ' -� � cr LINE LINE / LFT. EACH - FARM FIELD LFT LFl . LFT. " " ' " X 916 74 f83 PR- 1 X X " " X 116 OOf OU-"A" to OOf 00 "A 76*01 "PR- 11, X X 1�4" X 543 - — - 78f27 PR- 1 X X - - - IOTA 1575 - — -- -- - _ CHAIN LINK - — 95f 07 A ' 97f29 "A X 221 ------ 97-f 28 A 97f 45 'A X 1 - 97f 43 'A - 99f58 'A" 99f90 "A" TOTAL - RESET - 74 f 32"PR-- 1" 74-f55"PR---j" X _ 23 -- 74 f 69"PR- 1" 761 18"PR- 1" X 149 _ 76-f32 PR.- 1 77f85 PR- l X 153 - --- 1 f08 PP- 1 90f94 PR- 1 X TOTAL — 1,311 --- --- _ s ONUMENT TABLE LOCATION TYPE P./. Sto 78f 90. 18 A SEC. COR P,O, T. Sta 80*90.41 A 2. 78' L t. SEC. COR, P,1, Sto 47*60.00 PR-2" 8 P.Z Sto 53f52.23 "PR-2" 8 • ml 0 L N ou 0 T0R70.j4 P No. TAB ti 18831 1* 179A-'t VATE OF :. ~ � � / f/ PROJECT NO. LINE FILE M-8886 30 66 2467 UNDERDRAIN TABLE FEDERAL ROAD STATE PROJECT N0. FISCAL SHEET TOTAL REGION N0. YEAR NO. SHEETS 5 IND. M-8866( 1991 30A 66 LEFT RIGHT LEFT RIGHT OUTLET OUTLET OUTLET OUTLET TEE 6.. 6,� TEE W W TEE W WW 6 6 TEE k� k O a W W BENDS ROU GROU ENDS W � W O O Z p O W W BENDS GROUP GRDU BENDS �, �" O p Z REMARKS p v EAC AT »/{» "K'" AT EACH ��Q W W REMARKS REMARKS �' O� Q Z O EAC "K.. ""�� EACH CWT O j Z Z p O v P/PE STATION STA T/ON P/PE " O v O p v j I.` Z p O v O A T A T v O REMARKS W ~ p 6 6 6 TAT/ON TAT/O 6 6 6 PIPE STAY/ON STAY/ON PIPE v p J p O 6' 6' 6' TA T/ON ' " V W W O O � �°° O WO W W V Wv '� �, � O � TAT/ON 6 6 6 p �,� �� v h.. OJ J p �o W to to to EACH EACH Z to to to W^ p 4. Z W O O EACH EACH �° O W O W �" V � , U Q j� � � � � �� O W cod to totov vtototo V O EACH SYS. FEET 45' 0' FEET FEET 5' 90' W 6" FEET SYS. EACH O V c� v0 c O EACH SYS. FEET 6 45' 0' FEET FEET 45' 90' FEET SYS. EACH O O Mainline Mainline •- 14 1 76400 140 74f60 74460 140 76400 1,3 764 00 76f 00 764 05 -76-f 05 16A 4 1 784 00 195 195 78f 00 16 78f 00 78f 00 78f 05 125 79 f 30 19 79430 21 81 425 108 80 f 17 80 f 82 43 81 425 20 81425 81425 83425 195 81 430 81 f30 195 83425 23 83f25 83425 S ecio/ Grade 24 83-f-25 130 83425 83f25 130 83425 23 S ecibl Grade 84455 84f55 PR-2 PR-2 ecio/ Grade 27 46420 135 46420 46420 330 46420 26 Connect to Underdroin 47455 49450 Sto.80417 A L t. 29 474 60 235 47f 60 49495 . onnec o n er rain 50.4-80 270 50480 50435 110 50 f 35 19 o f 534 50 514 45 ecio GrGd6 f 4 f f- f f 5J*44 f f h Total 4 1161,3 1669 v h Q a 0 a 0 f 0 CS V v PROJECT NO. LINE I S HN E07 I FILE M-8866 JOA-1 66 1 2467 i RLcV15ED 4-27-92 Compacted Ag �e ate Type gF FEDERAL ROAD FISCAL SHEET TOTAL REGION N0. STATE PROJECT N0. YEAR NO. SHEETS 5 IND. M-B866( ) 1991 31 66 SUMMARY OF-- UANTITIES AND APPROACH TABLE cr, BITUMINOUS 0 SURFACE BITUMINOUS MATERIAL FOR 0 BEYOND R/W LINE ° BITUMINOUS MATERIAL MIXTURE TYPE z w z w w ° v z COMPACTED Of m 0 - w v � DESCRIPTION �- GRADE FOR ROADS F- Q ►-. AGGREGATE U Q a_ 0 FOR ►- U- ty z' z- cn U Of Q � LOCATION (APPROACH = I= m z = (LESS THAN z_ U w_ w_ - ch U 0 U 0 c� J ° EXCAVATION APPROACHES 0 ° 0 FOR BASE U L U m U w �' L, 0 z 0 L` ^ 0 'i^ 0 w w REMARKS TYPE OR 0 z w Cf 10% NOT Y NO. 53 -1 °- w � � - U I � z � w � F- z oQ z (STATION) � U SHOWN) HV MV LV LV � - U Q CLASS) z Q SURFACE BINDER BA E5 BASES BASES SURFACE BINDER BASES SURFACE BASE5D BASES SURFACE BASES Q m m m ° 0 U z w z w w U cam U Um Um I - w LL- www www w � z LLI �' z ° zm zm zm z � � > > :2 a- CD 0 o LBS. PER SYD. LBS. PER SYD. U z 0 � 0 � 0 w w Q w Q cr CD m U 1 2 CYS. 110 220 330 440 770 110 220 660 110 440 660 110 440 4" 6" 8" 9" z U U Q U U U U U U °- ° U °- ° Q FEET FEET FEET FEET CUT FILL+25 SYS. SYS. SYS. SYS. SYS. SYS. SYS. SYS. SYS.. SYS. SYS. SYS. SYS. TONS TONS TONS SYS. SYS. SYS. SYS, LFT. LFT. SYS. LFT. LFT. LBS. SYS. SYS. SYS. SYS. SYS. 1010 4330 8209 7924 700** 0305 4201 1204 1204 6. 13 7. 72 1596 MA/NL INE 4901# 74 f 18 P/? Rt. C/. Y Drive 24 19 15-25 5 74 f 60 PR- 1 Rt. Mod. Cl. II Dr 12 17 15-25 5 43 0. 06 0.01 43 6*27 PR- 1 Rt. Cl. I Drive 12 5 10-20 5 LINE PR-2 2070 4775 45551 4502 4502 6.36 3. 42 4502 1715 45 f 89 5- 1-A L t. C/. 17 Drive 12 24 Ex--Ex 5 49f81.30 PR-2 P.RA. T e C Quantities Included 50f49.44 PR-2 t .P.R.A. T e C Quantities Included 36 W PR-2 52-k-84 'PR-2" Rt. Cl. I Drive 12 18 10-20 5 38 53f25 "PR-2- Rt. Mod. CI.H Dr. 16 18 10- 10 5 38 Line B- 1-S 70 388 393 0. 61 0.20 415 TO TA 3170 9115 820.9 7924 700# 0305 4201 4555 4502 4502 388 393 1,204 . . 1,204 13.25 11.36 458 38 62 3 311 74 L 403 .� D.. OR),-Pzz TEA? .�y�i�� j 18831 0 . STATE OF Inc/odes 700 Sys of Undistributed Quantity for Temporary Pavement /�-LD�✓� PROJECT NO. LINE FILE Includes 2645 Sys of Undistributed Quantity for Wedge & Leve/ M-8866 31 66 2467 IF CONTRACTOR ELECTS TO USE METAL PIPE THICKNESS AS SHOWN BFl-OW ARE TO BE USED * IF CONTRACTOR ELECTS 70 USE METAL PIPE FEDERAL ROAD FISCAL SHEET TOTAL THICKNESS AS SHOWN BELOW ARE TO BE USED REGION No. STATE PROJECT No. YEAR N0. SHEETS DESCRIPTION FLOW LINE GAGES OR 5 IND. M-B866( � 1991 J2____66 SEE ST'D. SHEET "MP" o THICKNESS O DESCRIPTION L-Li FOR ACCEPTABLE ~ ¢ - } c� I=' O L N GAGES OR -- -_j -A '� ZZ �- J SEE ST'D. SHEET " MP" o THICKNESS m w TYPE O F PIPE Q Z < cn m v) L� 1_ o �- a w c) x w w 0 cr, O cr FOR ACCEPTABLE cr m --1 0 0 m'i J !) Y s' > O Q f- f 1-I CJ F- ? w �- _J -_i 0 Z Z � Lij U E D T T Q }}. � U � S (Y d Q 5 Q Z_ Q _ C� L) C? O f- m ,- N m WITHIN EACH GROUP _ v�z LOCATION Liz c m rr� v� w 0 co N a r r: �= w - �� 0 0 w O 0 c� _� m 0 Q w ; ' rice o c� c� REMARKS f-m TYPE OF PIPE Q - - - __w w 7 Ili i.1J 1 Q � (n m (� Li Li_ O J Q_ W O � w > :� cn c_� 0 m I- WITHIN E_A,. -c - cn Y Y z Q - w J � - Q > cr d cn c� z � F- z cn a Q_ m z a v F- w o m w v w w ~ REMARKS m v INCHES 0 __j cn c.) O i- m . L o o c w f O F O m O Q Q W - _� w a w w w U �/ 21 L Inlet e - -EV. E l EV- CYS. CYS. Y- F v cn v INCHES y > > cn o cn o o LL m m cn Q > cr a_U) m v~i z S , 5 � A. SYS. Cr) z OCA, ION L� - m Z Y 0 10 71414 PR--1 - 37' 2 764.84 764. 70 17 A cf) �� ELEV. ELEV. CYS. CYS. Z 11 SYS EA. LBS. 1 > 71414 PR-1 �/ 30 L on o e, ype - 485' 3 764. 70 763. 14 435 A >5 717-4777-7 J 15 ipe a c assn /n/et T e J- 10 ' " - " /n/et T e J-- >0 ' " - " onho% T e H-4 14 7 A "N-1 �/ /n/et Type /- 1 D ' 16 79-1-00 I 6A 16A 78400"PR-1" J L onho% T e H-4 76' 2 761,10 760.57 52 A 18 " - " /n/et Type J- 10 7 1 18 78475 PR-1 J L onho% T e H-4 116' 3 756.06 754.50 104 A 31 19 794, 0"PR-1" J L /n/et T e M- 10 g2' 3 759.00 758.20 46 A 18 20 81425"A" J " L /n/et Type /- 10 61 ' 2 750. 70 750. 40 22 A 21 21 81 5'A4 J " P /n/et T e M- 10 2' 2 50. 4 750.3 1 A 22 22 81425'A' J p onho% T e C-4 200 2 749.00 745. 40 73 A 25 23 83425'A4 J " L /n/et T e /- 10 52' 2 745.40 745.20 19 A 24 4 83425" " J " P /n/et T e M- 10 2' 2 745.2 745. 10 1 A 25 f " " Manhole Type C-4 ' 1 2 745. 40 4 A 5 1 5 Outlet to 26 46420 PR 2 J 15" L n e e - 29' 2 751.00 750.80 10 A 27 27 46420"PR-2" J p /n/et T e M- 10 2' 2 750.80 750. 70 1 A 28 28 46420"PR-2" J " L onho% T e H-4 ,5O' 3 748.80 748.24 45 A 25 1 25 29 47460 PR-2 p Inlet e - 2' 2 752.00 751.90 1 A 30 30 47460 PR-2 J �3O" p on o% e -4 135' 2 749.88 748.80 120 A 28 31 49400 PR 2 ./ ,3 p an o e, e - 135' 3 750.96 749.88 120 A 30 32 51450 PR 2 J 15" P n e e - 2' 2 762 30 762. 15 1 A • 33 33 51450 PR-2 J 15 L an o e, ype - 120'--- 20' 3 761.50 759.00 54 A 19 34 53444 PR-2 ./ 15 L /n/et Type /- 10 188' 2 765. 10 762- 15 68 A 33 a 0 Q i o LEGEND FOR ABBREVIATION 0 L .B.C;.C.S. !p. . FULL-.Y BITUMINOUS COATED CORRUGATED STEEL. WITH F.B.C.S.A./P.I. FULLY BITUMINOUS COATED CORRUGATED STEEL_ ARCH PAVE[ INVERT. WITH PAVED INVERT. 1 .B.C.C.A.A./P.I. FULLY BITUMINOUS COATED CORRUGATED ALUMINUM ALLOY F.B.C.C.A.A.,/P.). FULLY BITUMINOUS Wti TH PAVED INVERT AEC? CORRUGATED ALUMINUM ARCH F.B.C.C.S. FULLY BITUMINOUS COATED CORRUGATED STEEL. WITH PAVED INVERT. EL - F.B.C.C.A. FULLY BITUMINOUS COATED CORRUGATED STEEL ARCH. C.S. CORRUGATED STEEL F.B.C.C.A.A, FULLY BITUMINOUS s -•A. CORRUGAI F D ALUMINUM. COATED CORRUGATED ALUMINUM ARCH S.P.S. STRUCTURAL CORRUGATED STEEL ARCH. ? STRUCTURAL PLATE STEEL. C.A.A. CORRUGATED ALUMINUM ARCH S.P.S.A. STRUCTURAL PLATE S T EEL ARCH. F PROJECT NO. LINE H FILE M- 32 S66 S 2467 Rim —0 MIN OEM MEMO OEM am 0 noun 0 BOB anomm MEMO sommossm BEEN MEMO OEM MEN HEIM NE-MMEW monsoon MOEN 0 0 1110 =M Em MM liriar__ ----== E =M ME MEE ==NEE 11 M a-R� HEM MOORE Hie ME am 0 0 0 rmllinmmimm2mmmm ilm ME -MEMO SOMME MEN m M m - ME M2111111- =_M=M-_=-_MM-_= ME====Mmimmm ME as - -MENEM -- __=m -M I loans on sommi a soils 0 0=0 Rams -1111111 IN BE in 0 M MONSOON MINE Ell on mass sonsmommol mass as- ___m M=Emm-im is ME - Be MOMME imummonor sC_M OREM so MEE m mom agmmm=mm MOMS gM__M MOORE 0 mom onmm=um=m M= = MEMO on ROOM MEMO soon owns main MEMBERS ME SEEM MIN Bonn M Is MESS Ell MEE Bosom immom am MESEMS EMEEME=MEE= -===__M511 1. rM =-MEESE mom 0 man ME== mm-M _M -099=-MEMMM -1 C - Emmons MORE SOME -MMM==M-- =m-=m 11 - so -maizz-_ M = 51@11MM-0111111131 -M-: ==MM= MINESEmmigim a a 0021111111 MM- M 0 son EMS 0 on 0 IMEMBEHH2 �11. = 1 0 0 sm ==Hs===============HHM==== - mmmmlom= UHMINScait-MmEss- - SO -no --a= 0 nommos"�" a nommoso MEMO =Emm mmm - mean 27A 110 SEMEN ImMil INN --MMWM M M —mans _10=0MMMEEMMUS =—MM-5— —0 0.0 ==W—cagii M _11MMMM MMMM ---== m= WMEN a 0 on MINNE Ell MM M= — —mom— sm MEE HE M rA am- �mmo-M 11 son a so Elm no M -1110M m MEMO BE row Mai. mass IMAM SEMMES! son So -am WE a "a on ME E 111111111111111", a a mignom Moog 0 ISM a NINE -min zsw____.;sa__aH_ M ism MM C: m 'swim KE-mm=-m- I is main Milli HEM -20-mmm- __ -=-=0 SOMEONE -51ndfitiffiam-0 111 man 0 0 SEEM F1 so 0 no MENEM 011- Sol amfl, isax HE -am - 11 M-Noom AM 010-4 L#AA� ZEN A ME loon 11 soon 0 a MENEM Elm IEW Mori MEN son 0 soon a moons 0 -owns _15 MEM MEMO' No a ME IN moms 0 son Fri as 0 on solownso min 0 MENEM SOMEONE a 0 on 0 IN smomm�m i Ism as 0 MINE Room MEMBER Em�omm His EMO on a m SEMEN MEESE a-- -gagii I HEM =M== MENEM on Rams mmmm=gmmm=mmmm=m WM on RESEW ME 11111150- 0 so 2 MOEN- SOMEONE MEN a a am a BEEN on MOM! 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WE -a NEESE man-Eil Ems an 0 IN so ONES 0 0 0 mom on ESSEN a =_=MMWuK=�___NM1mE11EM= 0 M_ in M-E. a m mimm--m am -swommom 11 0 EMMONS a on: MIN 1 12 a MOEN Is" Moog -M -so-MEEEE MEMO soffiffiffil mom MOMMOSS 0 0 on on Sol 0 on OEM 0 am MINE W-M 2 MMI 0 mom 0 111 in 10111111h, MM1111 qg��!M I a 0 on me Oman soon ENME on 011111111 on a on WEE SEEN a a a 0 IN Us gworil MEMO min MME M1 Emomm-mo Bono low asmmm==MEN Ems son MAWS ME I i 11 Has— MOM 0 Be MEESE 0 0 0 Now WE 11 a IN. .1 -��jr-410115 W-_ a INS 11 NINE ism me A woman Nunn on 'M 0 11111111111111MES a E am ME ME a- Swann 111MR1111111111offifflammInmal I MM MEE MEE a =111110 0 SEEM 'a on warnm_ MRSINSaffiEffiffiffi-M a man a a a INS 0 min 0 No MEMO rAV. =M Y 9 a �31 MOON ME M= - - M- isms m Mxic== IF AF 0 ENE=- nor. a a mommossom MENEM memo 0 Ha-ga mm- 0 mass a 1111111 a SINN so "_ =--M so ffiffin11111111NE moons -asM am us 12.0 11 MMHH ROME monsoon miss ME 11 IS MEN M I MM on Is M -am Emon an Mons a mom Egg am 'soon on on Us IN a 0 on MEER smosomms-al jNNM= 0 - IS MI M =W REMME Nil so no a =01111 PEON— in-no INS Iffirl ISLESSEE Emmons 0 am MEOW OMMEME 0 11 I'm a SEMMES I onsomon 0 0 a_MM on a I man ON m on solossom� MM Emmons IN on 0 a� an am a mm BE M BE on on mom FINS a mom 0 so MEIN On nil I a .111111111ME OEM moos I-Bn 11 as M _,"Proh now Room swoon so =11111112 Owosso am MENEM E OEM MEMO ME Sam- EMS a SEMEN -SEEN on 101SUSS ism =M_=HHMRfflMM 0 0 on low- MEMBER inolmmmml-=-m NMI 0 a ffiz a I E a 0 E am i HEM Bosom saw MM MOEN a- E .06" .08 r= ins mom __p am soon rM LEE monscomm 0 a 0 BEEN sommommonam, 1111111111111100M M-m- Egg a -_ on BONNE Mom MM� =X min in in MIN HE NIMMMMM W= Mrs- Mason so@ =HHWE M BIN m soon on so ins I= 0 BONN MEMO-on 1 0 minnow 0 1 Ems . 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