CHESSIE BIKE-PED TRAIL - PHASE I TRUESDELL AVENUE TO KIAWANIS TELEDYNE PARK

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DESIGN DATA DESIGN SPEED DESIGN CRITERIA FUNCTIONAL CLASSIFICATION RURAL/URBAN TERRAIN ACCESS CONTROL 15 M.P.H.

1 TRAFFIC DATA A.A.D.T. (2010) A.A.D.T. (ED 2022) D.H.V. (2022) DIRECTIONAL DISTRIBUTION TRUCKS N/A N/A N/A N/A N/A CHESSIE BIKE-PED TRAIL - PHASE I TRUESDELL AVENUE TO KIAWANIS TELEDYNE PARK DES. NO. DESIGN DATA DESIGN SPEED DESIGN CRITERIA FUNCTIONAL CLASSIFICATION RURAL/URBAN TERRAIN ACCESS CONTROL 15 M.P.H. SHARED-USE PATH SHARED-USE PATH RURAL LEVEL NONE DESCRIPTION: DESIGN OF TRAIL FROM TRUESDELL AVENUE TO KIWANIS TELEDYNE PARK IN SECTIONS 26, 27 AND 5 OF TOWNSHIP 7 N RANGE W, ALL IN, CENTER TOWNSHIP, LAPORTE COUNTY, INDIANA. END CONSTRUCTION STA NAME NAME NAME LOCATION SHOWN BY GROSS LENGTH: 5,551 LF NET LENGTH: 5,551 LF MAXIMUM ELEVATION: MINIMUM ELEVATION: MAXIMUM GRADE: 4.50% MINIMUM GRADE: 0.00% LATITUDE: 41 7'47" N LONGITUDE: 86 '00" W BEGIN CONSTRUCTION STA ENVIRONMENTAL DOC. SUBMITTAL DRAFT 6/2/16 SCALE 1:2000 STANDARD SPECIFICATIONS D 2016 TO BE USED WITH THIS SET OF PLANS PREPARED BY: SHORT ELLIOTT HENDRICKSON, INC. (219) PHONE CERTIFIED BY: APPROVED FOR LETTING: of

2 SHEET INDEX SHEET NO. 1 TITLE SHEET 2 INDEX GENERAL NOTES: TYPICAL CROSS SECTIONS UTILITIES SHOWN ON PLANS ARE APPROXIMATE IN LOCATION AND ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE ALL INCLUSIVE. IT IS THE OR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES WHETHER IDENTIFIED BELOW AND LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. SHOULD A CONFLICT EXIST, THE OR SHALL IMMEDIATELY CONTACT THE ALIGNMENT PLAN MAINTENANCE OF TRAFFIC PLAN AND PROFILES THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 8-02 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." C F CONCRETE CURB RAMP, LETTER INDICATES TYPE 9 IN. PCCP FOR APPROES ON SUBGRADE TREATMENT, TYPE II SIDEWALK, CONCRETE, 4" PAVEMENT TABLE PAVEMENT MARKING AND SIGNAGE CURB RAMP DETAILS FD SIDEWALK, CONCRETE, DECORATIVE, 6" - CONSTRUCTION DETAILS FT SIDEWALK TRANSITION, CONCRETE 5-50 CROSS SECTIONS K1 HMA FOR SIDEWALKS CONSISTING OF: 140 #/SYS HMA SURFACE, TYPE A ON 220 #/SYS HMA INTERMEDIATE, TYPE A ON 6" COMPACTED AGGREGATE IN NO. 5, BASE, ON SUBGRADE TREATMENT TYPE III K2 PCCP FOR SIDEWALKS CONSISTING OF: 4" PCCP ON 4" COMPACTED AGGREGATE NO. 5, BASE, ON SUBGRADE TREATMENT TYPE III P PATCH, FULL DEPTH HMA PAVEMENT R1 R2 165 #/SYS HMA SURFACE, TYPE B ON MILLING, ASPHALT 1.5" 220 #/SYS HMA SURFACE, TYPE C ON MILLING, ASPHALT 2.0" TOTAL IN THIS PLAN SET S 1 14 SAW CUT RIBBON CURB, CONCRETE, 1 FT. RIBBON CURB, DECORATIVE, CONCRETE, 2FT. SHEET NO. REVISIONS REVISED 15 CURB AND GUTTER, CONCRETE, MODIFIED 26 SODDING 27 4" TOPSOIL & SEEDING UTILITIES P:\KO\L\LAPOC\12598\5-FINAL-DGN\51-DRAWINGS\10-CIVIL\CAD\PLAN SET\12598_TITLE.DWG INDEX & GENERAL NOTES 2 of

3 .50' CLEAR WIDTH C L.50' CLEAR WIDTH CONCRETE CURB RAMP, LETTER INDICATES TYPE 1.50' 2.00' 12.00' TRAVEL LANE 2.00' 1.50' C F 9 IN. PCCP FOR APPROES ON SUBGRADE TREATMENT, TYPE II SIDEWALK, CONCRETE, 4" FD SIDEWALK, CONCRETE, DECORATIVE, 6" MATCH EXISTING GRADE TRAIL SLOPE TABLE STATION TO STATION SLOPE TO "A" RIGHT TO "A" TRANSITION TO "A" LEFT TO "A" TRANSITION TO "A" RIGHT TO "A" TRANSITION TO "A" LEFT 6:1.27" 6" 4% (TYP.) 1.0' J2 4% (TYP.) 1% (TYP.) TYPICAL MULTI-USE TRAIL SECTION LINE A K1 1% (TYP.) 4% (TYP.) J2 4% (TYP.).27" 1.0' 6" 6:1 MATCH EXISTING GRADE FT K1 K2 P R1 R2 S 1 SIDEWALK TRANSITION, CONCRETE HMA FOR SIDEWALKS CONSISTING OF: 140 #/SYS HMA SURFACE, TYPE A ON 220 #/SYS HMA INTERMEDIATE, TYPE A ON 6" COMPACTED AGGREGATE IN NO. 5, BASE, ON SUBGRADE TREATMENT TYPE III PCCP FOR SIDEWALKS CONSISTING OF: 4" PCCP ON 4" COMPACTED AGGREGATE NO. 5, BASE, ON SUBGRADE TREATMENT TYPE III PATCH, FULL DEPTH HMA PAVEMENT 165 #/SYS HMA SURFACE, TYPE B ON MILLING, ASPHALT 1.5" 220 #/SYS HMA SURFACE, TYPE C ON MILLING, ASPHALT 2.0" SAW CUT RIBBON CURB, CONCRETE, 1 FT. 14 RIBBON CURB, DECORATIVE, CONCRETE, 2FT. 15 CURB AND GUTTER, CONCRETE, MODIFIED 26 SODDING C L 27 4" TOPSOIL & SEEDING.00' CLEAR WIDTH.00' CLEAR WIDTH ' 10.00' 1' TRAVEL LANE :1 DES. 4:1 MAX TO FINISHED GRADE 6:1 DES. 4:1 MAX TO FINISHED GRADE 4% (TYP.) 1 6" 1% (TYP.) 1% (TYP.) 1% (TYP.) K1 1% (TYP.) 6" 1 4% (TYP.) 4% MIN, 6:1 MAX MATCH EXISTING GRADE EXISTING CURB TRAIL SLOPE TABLE STATION TO STATION SLOPE TO STA "B" RIGHT TO STA "B" TRANSITION TO STA "B" RIGHT 6" 6" TYPICAL MULTI-USE TRAIL SECTION LINE B 6" 6" C L.00' CLEAR WIDTH.00' CLEAR WIDTH 2.00' 1' 10.00' 1' TRAVEL LANE 2.00' TRAIL SLOPE TABLE STATION TO STATION SLOPE TO "E" LEFT TO "E" TRANSITION TO "E" LEFT 6:1 26 4% (TYP.) 4" 4" TOOLED JOINT 1% (TYP.) 1% (TYP.) K2 1% (TYP.) TOOLED JOINT 1% (TYP.) 4" 4% (TYP.) 4" 26 6:1 MATCH EXISTING GRADE MATCH EXISTING GRADE TYPICAL MULTI-USE TRAIL SECTION LINE E TYPICAL SECTIONS 1" = 1-0" 1" = 1'-0" of

4 WILLIAMS STREET EAST SHORE COURT TRUESDELL AVENUE scale 75 feet ALIGNMENT PLAN 4 of

5 scale 0 feet EAST SHORE COURT CP1 STATE ROAD 5 CP2 ALIGNMENT PLAN 5 of

6 REDEVELOPMENT COMMISSION REDEVELOPMENT COMMISSION REDEVELOPMENT COMMISSION 1. PLAN AND PROFILE - LINE "A" STA STA of

7 PLAN AND PROFILE - LINE "A" STA STA of

8 ERIC SMITH REDEVELOPMENT COMMISSION PLAN AND PROFILE - LINE "A" STA STA of

9 JAIMIE GARCIA & CELINA LUZ MARIE KOEPKE PLAN AND PROFILE - LINE "A" STA STA of

10 BRIAN RINKLE BRIAN RINKLE BARBARA MACMILLAN MARIE KOEPKE DELORIS RAMIREZ A EJF PAINTING PLAN AND PROFILE - LINE "A" STA STA of

11 DONALD BROWNING ALMON VICK & LOUSE MARGARET DONALD BROWNING JASON CONWAY PLAN AND PROFILE - LINE "A" STA STA of

12 10+00 JASON CONWAY BARBARA COATES 1+7, 7.9' RT, POWER POLE PLAN AND PROFILE - LINE "A" STA STA of

13 BARBARA COATES EDWARD FAY TERRY HUBER TERRY HUBER TERRY HUBER PLAN AND PROFILE - LINE "A" STA STA of

14 EDWARD FAY JAMES MAGNUSON TRUST SEE SHEET 2 FOR CURB RAMP DETAILS JAMES MAGNUSON TRUST JAMES MAGNUSON JAMES MAGNUSON 2 PLAN AND PROFILE - LINE "A" STA STA of

15 FACKELMAN WATER CONDITIONING INC. LAPORTE HOTELS LLC LAPORTE HOTELS LLC AMIN SONS INC AMIN SONS INC AMIN SONS INC PLAN AND PROFILE - LINE "B" STA STA of

16 LAPORTE HOTELS LLC LAPORTE FIRE STATION BUILDING LARGO PROPERTIES LLC JOHN DIEDRICH PLAN AND PROFILE - LINE "B" STA STA of

17 LAPORTE FIRE STATION BUILDING JAMES MAGNUSON TRUST JAMES MAGNUSON 2 JOHN DIEDRICH JAMES MAGNUSON TRUST 2 PLAN AND PROFILE - LINE "B" STA STA of

18 LYNDA INC 5 5 PLAN AND PROFILE - LINE "E" STA STA of

19 A CURB RAMPS CROSSING TRUEDELL AVE. 1. CURB RAMPS CROSSING E. SHORE CT. 2 CURB RAMP DETAILS ROADWAY CROSSINGS 0 of

20 A CURB RAMPS CROSSING INTERSECTION OF PINE LAKE AVE. AND EAST SHORE CT. CURB RAMP DETAILS ROADWAY CROSSINGS 1 of

21 A DRIVEWAY CURB RAMP CROSSING E. SHORE CT. DRIVEWAY APPROX. STA DRIVEWAY CURB RAMP CROSSING E. SHORE CT. DRIVEWAY APPROX. STA DRIVEWAY CURB RAMP CROSSING E. SHORE CT. DRIVEWAY APPROX. STA DRIVEWAY CURB RAMP CROSSING PATHWAY ALONG LINE "E" APPROX. STA DRIVEWAY CURB RAMP CROSSING WILLIAMS ST. APPROX. STA CURB RAMP DETAILS DRIVEWAY CROSSINGS 2 of

PAVEMENT DESIGN MEMORANDUM

PAVEMENT DESIGN MEMORANDUM FOR SR 70 (15TH STREET EAST) ROUNDABOUT MANATEE COUNTY FINAL SUBMITTAL FPID 435090-1-52-01 PREPARED FOR: FLORIDA DEPT. OF TRANSPORTATION DISTRICT 1 FEBRUARY 16, 2018 PREPARED