S.R. 32 AT GRADE CROSSING

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1 DESIGNTION CONTRCT THE CITY OF NOBLESVILLE RILROD PLNS S.R. 3 T GRDE CROSSING The Noblesville 8th Street railroad crossing replacement from south of S.R. 3 to Logan Street will GROSS LENGTH: mi. NET LENGTH: mi. END P.O.C. Sta "" SCLES: PLN {LONG:TRNS:- "=0' "=0' Logan St. LOCTION SHOWN BY SCLE: NONE R CUTION VICINITY MP NOBLESVILLE, INDIN INDIN DEPRTMENT OF TRNSPORTTION STNDRD SPECIFICTIONS DTED 0 TO BE USED WITH THESE PLNS. PLNS PREPRED BY: BRIDGE FILE Butler Fairman and Seufert Inc. (37) PHONE BEGIN P.O.T. Sta "" GIST ERED RE DESIGNTION CERTIFIED BY: IN D INDIN DEPRTMENT OF TRNSPORTTION DTE SHEET SURVEY BOOK DTE PPROVED FOR LETTING: I N 0 OF CONTRCT 07 BFS NO. LOCTIONS OF LL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLN RE BSED UPON BOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) ND RE SPECULTIVE IN NTURE. THERE MY LSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO BOVE GROUND EVIDENCE OR FOR WHICH NO BOVE GROUND EVIDENCE WS OBSERVED. THE EXCT LOCTIONS OF SID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRCTOR PRIOR TO NY ND LL CONSTRUCTION.

2 REVISED -7-3: DDED NOBLESVILLE LOCL M.O.T. SHEETS UTILITIES GENERL NOTES INDEX ll earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded except where sodding is specified. The final cross sections of the grading contract will be the original cross sections of the paving contract. However, partial or complete cross sections shall be taken if necessary to determine the actual excavation quantities. The paper relocation will be cross sectioned by the Engineer before construction. Existing asphalt pavement located outside the construction limits, between Sta. OO+00 and Sta shall be removed as directed. The quantity of Peat "Excavation" as shown on the plans has been estimated on the basis of theoretical cross-sections by using treatment of existing fills, treatment by removal, or treatment by displacement where each treatment applies. SHEET NO. DESIGNTION 0 TITLE SHEET 0 03 INFORMTION SHEET TYPICL CROSS SECTIONS 04 MINTENNCE OF TRFFIC MOT -MOT 8 MINTENNCE OF TRFFIC (NOBLESVILLE LOCL M.O.T.) STTE DETOUR (FOR INFORMTION ONLY) 07 CONSTRUCTION DETILS Contractor shall verify the existing flowline elevation to set appropriate sump depth. ** REPRESENTS GENERL NOTES REQUIRED REVISIONS SHEET NO. DTE REVISED M.O.T. -M.O.T. 8 /7/3 DDED NOBLESVILLE LOCL M.O.T. SHEETS 03 /9/3 REVISED TYPICL CROSS SECTION I REG S TERED RECOMMENDED FOR PPROVL: DESIGN ENGINEER DTE HORIZONTL SCLE VERTICL SCLE BRIDGE FILE DESIGNTION INDI N DESIGNED: H DRWN: MSS INFORMTION SHEET SURVEY BOOK CONTRCT SHEET 0 OF 07 BFS NO.

3 REVISED -9-3: REVISED TYPICL CROSS SECTION PROPOSED PRECST CONCRETE RILROD GRDE CROSSING RUBBER RILGURD PNEL '-0" MIN. '-0" MIN. 8'-0" MX. 8'-0" MX. 0"-" P P HEIGHT SHLL BE " - 4" BEVELED EDGE 8'-0" 8'-0" " PVC CONDUIT FOR SIGNL WIRE EXISTING UNREINFORCED CONCRETE OR FLOWBLE FILL EXISTING DRINGE LYER TYPICL CROSS SECTION OF PROPOSED RILROD PRECST CONCRETE PNELS EXISTING 4" PVC PERF. PIPE W/FILTERFBRIC TO DRINGE STRUCTURE EXISTING SND LEVELING PD SND LEVELING PD (S NEEDED FOR PROPER ELEVTION) SCLE: " = ' PRT - END SECTION NOT TO SCLE VRIES PRT B - STNDRD SECTION NOT TO SCLE P LEGEND HM PTCHING, TYPE B 3" CM, INTERMEDITE, 9.0mm 3" CM, BSE, 9.0mm 4" CM, BSE, 5.0mm 6" COMPCTED GGREGTE, #53 BSE EXISTING SPHLT PVEMENT EXISTING PRECST CONCRETE RILROD GRDE CROSSING 6" 8" 8'-0" "- /" 4" PRT C - CURVED SECTION NOT TO SCLE UNREINFORCED CONCRETE OR FLOWBLE FILL #8 STONE DRINGE LYER TYPICL CROSS SECTION OF EXISTING RILROD (STRTRCK PRECST PNELS) SCLE: " = ' SND LEVELING PD 4" PVC PERF. PIPE WRPPED W/FILTERFBRIC TO DRINGE STRUCTURE I REG S TERED RECOMMENDED FOR PPROVL: DESIGN ENGINEER DTE HORIZONTL SCLE S NOTED VERTICL SCLE S NOTED BRIDGE FILE DESIGNTION INDI N DESIGNED: H DRWN: MSS TYPICL CROSS SECTIONS SURVEY BOOK CONTRCT SHEET 03 OF 07 BFS NO.

4 B R. 9 Clinton St S. M6-(L or R)S SCLE: NONE SCLE: NONE B Logan St M6-(L or R)S B M6-3S B S.R. 3 5 B B CONFIRMING DETOUR ROUTE MRKER SSEMBLY DIRECTIONL DETOUR ROUTE MRKER SSEMBLY SCLE: NONE SCLE: NONE SYMBOL 3 4 Maple ve MESSGE CODE XW0-3 XG0-7 XG0- XM4-0(R or L) Road Closed head Worksite Increased Penalty End Construction Detour QUNTITY C 5 B 5 Road Closure Sign ssembly w/sign "Road Closed To Thru Traffic" 6 Detour head 7 End Detour Route Marker ssembly 8 Road Construction head Directional Detour Route Marker ssembly M6-S 8 Directional Detour Route Marker ssembly M6-S 6 B Confirming Detour Route Marker ssembly M6-3S B Confirming Detour Route Marker ssembly M6-3S R-4 XW0-4 XM4-6S XW0- TYPE LEGEND DETOUR ROUTE RE OF CONSTRUCTION DETOUR ROUTE - NOBLESVILLE, IN TYPE III-B BRRICDE SCLE: NONE TRFFIC FLOW CONSTRUCTION SIGN TYPE S SHOWN w/type "" WRNING LIGHT DETOUR ROUTE SSEMBLY SIGN GIST ERED RE IN D RECOMMENDED FOR PPROVL: DESIGN ENGINEER DTE DESIGNED: DRWN: MSS H I N MINTENNCE OF TRFFIC PHSE HORIZONTL SCLE NOT TO SCLE VERTICL SCLE NOT TO SCLE BRIDGE FILE DESIGNTION SURVEY BOOK CONTRCT SHEET OF CONFIRMING DETOUR ROUTE MRKER SSEMBLY DIRECTIONL DETOUR ROUTE MRKER SSEMBLY 5 M6-3S 07 BFS NO.

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13 FOR INFORMTION ONLY I REG S TERED RECOMMENDED FOR PPROVL: DESIGN ENGINEER DTE HORIZONTL SCLE NOT TO SCLE VERTICL SCLE NOT TO SCLE BRIDGE FILE DESIGNTION INDI N DESIGNED: H DRWN: MSS STTE DETOUR (FOR INFORMTION ONLY) SURVEY BOOK CONTRCT SHEET 05 OF 07 BFS NO.

14 FOR INFORMTION ONLY I REG S TERED RECOMMENDED FOR PPROVL: DESIGN ENGINEER DTE HORIZONTL SCLE NOT TO SCLE VERTICL SCLE NOT TO SCLE BRIDGE FILE DESIGNTION INDI N DESIGNED: H DRWN: MSS STTE DETOUR (FOR INFORMTION ONLY) SURVEY BOOK CONTRCT SHEET 06 OF 07 BFS NO.

15 BEGIN P.O.T. Sta "" S.R. 3 (CONNER STREET) P.C. Sta "" LOGN STREET END P.O.C. Sta "" N8 7'46"W S. 8TH STREET LINE "" LINE "" N0 56'59"E N 3'59"E P.I. Sta "" Δ = 0 35'00" Rt. (No Curve Run) P.I. Sta "" Δ = 9 49'45" Lt. CURVE DT P.I Sta "" Δ = 9 49'45" Lt. R = ' T = 7.3' L = 449.9' E = 9.7' LEGEND LIMITS OF TUB REMOVL HM PTCHING, TYPE B & OVERLY " HM, SURFCE, TYPE B 3" HM, INTERMEDITE, 9.0mm 4" HM, BSE, 9.0mm 4" HM, BSE, 5.0mm I REG S TERED INDI N RECOMMENDED FOR PPROVL: DESIGNED: H DESIGN ENGINEER DRWN: MSS DTE CONSTRUCTION DETILS S.R. 3 T GRDE CROSSING LINE "" HORIZONTL SCLE "=0' VERTICL SCLE "=0' SURVEY BOOK CONTRCT BRIDGE FILE DESIGNTION SHEET 07 OF BFS NO.

* TURNING SPACE ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * TURNING SPACE ** RAMP

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