PROJECT DESIGNATION TRAFFIC DATA 1702837 1702837 A.A.D.T. 2021 N/A ( Only) V.P.D. CONTRACT FILE A.A.D.T. 2041 N/A (Pedestrian Only) V.P.D. R-41181 N/A INDIANA DEPARTMENT D.H.V. N/A (Pedestrian Only) V.P.H. DIRECTIONAL DISTRIBUTION N/A % WBL N/A % EBL TRUCKS 0 % D.H.V. STRUCTURE INFORMATION OF TRANSPORTATION 0 % A.A.D.T. STRUCTURE TYPE SPAN AND SKEW OVER STATION 6 Spans Pedestrian Bridge Structural

9'-5", 18'-1" , 18'-2" Yellow River 11+03.36 "A"

D DIANA DESIGN DATA LaPorte Street Footbridge

No. 5 Combination IN N

100'-0" , 15'-0" , 14'-4" E

O DESIGN SPEED N/A P

I PROJECT DESIGN CRITERIA 3R NON-FREEWAY A

T FUNCTIONAL CLASSIFICATION PEDESTRIAN R A RURAL/URBAN URBAN T KIN PROJECT INFORMATION T M R TERRAIN LEVEL DESIGNATION PROJECT DESCRIPTION E O ACCESS CONTROL N/A N P N/A S T N OF T RA BRIDGE REHABILITATION PLANS FOR SPANS OVER 20 FEET ROUTE: LAPORTE STREET PEDESTRIAN BRIDGE OVER THE YELLOW RIVER PROJECT NO. 1702837 (P.E., CONST.)

NO ADDITIONAL RIGHT-OF-WAY REQUIRED FOR THIS PROJECT

PROJECT LOCATION SHOWN BY Pedestrian Bridge Rehabilitation Located 1.5 Miles South of U.S. 30 Marshall County In Section 13, T-33-N, R-2-E, -Township, Marshall County LATITUDE: 41°20'24.93"N LONGITUDE: 86°18'15.89"W

PROJECT LENGTH

BRIDGE LENGTH: 0.035 MILE ROADWAY LENGTH: 0.017 MILE TOTAL LENGTH: 0.052 MILE MAX. GRADE: 8.05 % PROJECT LOCATION LAPORTE ST FOOTBRIDGE OVER THE YELLOW RIVER HCU: 071200010502 F:\2018\18-3988 LAPORTE STREET FOOTBRIDGE\30 SHEETDRAWINGS\00 DRAWINGS\1 TITLE AND INDEX.DWG DRAWING FILE: RHAINES SCALE: 1" = 2000' INDIANA DEPARTMENT OF TRANSPORTATION

EDITED BY: STANDARD SPECIFICATIONS DATED 2020 TO BE USED WITH THESE PLANS. 3:25 PM -

BRIDGE FILE 7/12/11 FEDERAL HIGHWAY ADMINISTRATION PLANS FAX: (317) 293-4737 PREPARED BY: VS , INC. TEL: (317) 293-3542 N/A U.S. DEPT. OF TRANSPORTATION PHONE NUMBER DESIGNATION 1702837 APPROVED: EDIT DATE: CERTIFIED BY: 3/18/20 1:1 DATE DRAFT DATE SURVEY BOOK SHEET NOT FOR APPROVED 1 of 7 FOR LETTING: CONTRACT PROJECT DIVISION ADMINISTRATOR INDIANA DEPARTMENT OF TRANSPORTATION DATE

PRINT DATE: PLOT SCALE: R-41181 1702837 UTILITIES INDEX UTILITY OWNER ADDRESS SHEET No. SUBJECT 1 TITLE WATER & SEWER PLYMOUTH SEWER & 900 OAKHILL AVE. WATER DEPARTMENT PLYMOUTH, IN 46563 2 INDEX ATTN: DONNIE DAVIDSON 3 MAINTENANCE OF TRAFFIC (574) 936-3017 4 LAYOUT 5 GENERAL PLAN ELECTRIC NIPSCO ELECTRIC ATTN: DAVE SCHAASFMA [email protected] 6 EROSION CONTROL AND TEMPORARY (866) 732-6243 7 TREE MITIGATION PLAN

GAS NIPSCO GAS ATTN:DAVE SCHAASFMA [email protected] (866) 732-6243

COMMUNICATIONS CENTURYLINK 944 S. Central Ave. Lima, OH 45884 ATTN: John Unverferth (419) 226-6342 [email protected]

COMMUNICATIONS COMCAST 1920 E McKINLEY AVE. MISHAWAKA, IN 46545 ATTN: JAY CASTELLO (847) 789-1039 [email protected]

COMMUNICATIONS ST. JOE VALLEY METRONET 130 S MAIN STREET #275 SOUTH BEND, IN 46601 ATTN: Ben Hudson (574) 968-5353 [email protected]

COMMUNICATIONS WINDSTREAM 800 N DURAND RD CORUNNA, MI 48817 ATTN: CHRISTOPHER ROGERS (812) 253-1554 [email protected]

HOLEY MOLEY SAYS

"DIG SAFELY"

"IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IC8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK.

REVISIONS REV # SHEET NO. DATE DESCRIPTION OF REVISION F:\2018\18-3988 LAPORTE STREET FOOTBRIDGE\30 SHEETDRAWINGS\00 DRAWINGS\1 TITLE AND INDEX.DWG DRAWING FILE: RHAINES EDITED BY: 3:25 PM -

HORIZONTAL SCALE BRIDGE FILE 7/12/11 RECOMMENDED INDIANA N/A FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DEPARTMENT OF TRANSPOTATION 1702837 EDIT DATE: 3/18/20 1:1 DRAFT SURVEY BOOK SHEET NOT FOR DESIGNED: RDH DRAWN: JRT 2 of 7 CONSTRUCTION INDEX CONTRACT PROJECT CHECKED: DJK CHECKED: RDH

PRINT DATE: PLOT SCALE: R-41181 1702837 YELLOW RIVER

MAINTENANCE OF TRAFFIC QUANTITIES: INDIANA ST INDIANA

N LIBERTY ST LIBERTY N Maintaining Traffic 1 LS 3 Construction Sign B 2 Each Detour Route Marker Assembly 8 Each 4 Type III-A Barricade 24 LFT E GARRO ST 4

3

RIVER ST RIVER Type III-A Barricade NOTES: 5 1. Driveway access to remain open at all times. 5 2. Refer to INDOT Standard Drawings E801-TCDT, E 801-TCSN, 2 2 E 801-TCLG For Further Details of Traffic Control Signs. E LAPORTE ST 1 W LAPORTE ST

Bridge Location 1

YELLOW RIVER

PEDESTRIAN DETOUR ROUTE Scale: 1" = 100'

R9-9 XM4-8 (24"x18") XM4-8 (24"x18") XM4-8 (24"x18") XM4-6S (24"x12")

F:\2018\18-3988 LAPORTE STREET FOOTBRIDGE\30 SHEETDRAWINGS\00 DRAWINGS\MOT.DWG SHEETDRAWINGS\00 FOOTBRIDGE\30 LAPORTE STREET F:\2018\18-3988 (24"X12")

DETOUR LEGEND LAPORTE ST LAPORTE ST LAPORTE ST SIDEWALK SIDEWALK SIDEWALK SIDEWALK XM4-8 (24"x18") CONSTRUCTION SIGN CLOSED

DRAWING FILE: DRAWING LAPORTE ST M6-3 (21"x15") M6-1(R)(21"x15") M6-1(L)(21"x15") BARRICADE TYPE "III-A" SIDEWALK

RHAINES DIRECTION OF PEDESTRIAN DETOUR CONSTRUCTION ZONE 1 2 3 4 PEDESTRIAN DETOUR ROUTE 5 EDITED BY: EDITED BY: 3:23 PM -

HORIZONTAL SCALE BRIDGE FILE 7/12/11 RECOMMENDED INDIANA 1" = 100' N/A FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DEPARTMENT OF TRANSPORTATION AS SHOWN 1702837 EDIT DATE: EDIT DATE: DRAWING SHEET 3/18/20 1:1 DRAFT NOT FOR DESIGNED: RDH DRAWN: JRT MAINTENANCE OF of 3 of 7 CONSTRUCTION CONTRACT PROJECT CHECKED: DJK CHECKED: RDH TRAFFIC R-41181 1702837 PRINT DATE: PRINT DATE: PLOT SCALE: CLEAVELAND'S ADDITION

TO PLYMOUTH App. EXISTING STRUCTURE AUGUST 4, 1859

The present structure was built in 1898. It was added to the National App. App. CITY OF Register of Historic Places on July 23, 1981 (NPS NRIS# 81000001). CITY OF PLYMOUTH Various repairs have been performed on the bridge. The existing PLYMOUTH CHAD E. & structure will remain in place. Section 13, T33N, R2E COLLEEN R. Center Township BLAIN'S ADDITION TO KNEPPER PLYMOUTH Marshall County, IN AUGUST 16, 1865 Begin Construction 780 773 770 772 771 767 766 779 766 1 769 Sta. 9+76.99, Line "A" 779 771 2 775 767 770 773 776 PI Sta. 9+78.85 "A" 768 11 4 768 PI Sta. 11+90.96 "A" 5 Constr. Limits 772 780 774 6 778 Constr. Limits App. App. & Exist. R/W PI Sta. 10+59.35 "A" 774 & Exist. R/W PI Sta. 10+00.00 "A" 769 Class 1 Riprap on 777 Geotextiles for Riprap

PI Sta. 12+06.36 "A" HYDRAULIC DATA 12+00 E. LaPorte Street 779 10+00 Line "A" 11+00 Line "A" 9+00 Waterway Opening Required 1,336 sft. N 88°38'42" E N 88°38'42" E 778 Waterway Opening Provided 1,513 sft. Area 145.3 sq. mi. 778 12+66 Drainage Discharge Q100 18,500 cfs. CL Structure Velocity 1.51 ft./s Constr. Limits Sta. 11+09.36, "A" PI Sta. 10+03.75 "A" 46 Constr. Limits Constr. Limits Q100 Elev. 575.90 ft. App. & Exist. R/W Skew = 0° App. & Exist. R/W 45 Estimated Scour Elev. 555.00 ft. 772 44 773 770 774 10 43 777 9 Backwater at Q100 <0.01 ft. Class 7771 Riprap on 767 779 786 788 768 42 769 770 782 784 PI Sta. 12+21.36 "A" Existing Waterway Opening N/A Geotextiles for Riprap 767 PI Sta. 12+66.22 "A" 41 774 789 771 Existing Backwater N/A 778 778 768 YELLOW RIVER 775 BOARD OF 776 Low Structure Elev. 577.40 ft. 775 CLEAVELAND'S ADDITION 780 CITY OF App. 772 COUNTY 771 Existing Low Structure Elev. N/A TO PLYMOUTH 769 785 773 COMMISONERS PLYMOUTH 776 BLAIN'S ADDITION TO 778 AUGUST 4, 1859 App. PHILLIP T. 781 OF MARSHALL PLYMOUTH 783 MARTIN 787 COUNTY, AUGUST 16, 1865 INDIANA HYDRAULIC SCOUR DATA

App. App. End Construction Q100 Discharge 18,500 cfs.

App. Sta. 12+66.22, Line "A" Q100 Elev. 575.90 ft.

Section 13, T33N, R2E App. Velocity at Q100 1.93 cfs. Center Township Scour Depth (Contraction) 0.0 ft. Marshall County, IN Scour Depth (Total) 0.0 ft. Low Scour Elev. 555.50 ft.

Q500 Discharge 31,450 cfs. Q500 Elev. 578.4 ft. Velocity at Q500 2.48 cfs. Scour Depth (Contraction) 0.0 ft. Scour Depth (Total) 0.0 ft. SITUATION PLAN Low Scour Elev. 555.50 ft. SCALE: 1" = 20'-0" CONTOUR INTERVAL = 1 FT.

Structure Limits 175'-0" P.V.I. = 10+58.06 El. = 783.810 +88.62 800 +13.64 800 P.V.I. = 11+81.78 P.V.I. = 10+41.16 El. = 784.650 El. = 782.533

P.V.I. = 10+23.07 790 El. = 781.213 790 Exist. Grade P.V.I. = 10+08.84 (Wood Deck) El. = 779.990 +0.68% +0.51% +8.05% 780 +7.30% 780 +4.88%+8.01% Q100 El. 780.50 Low Str. Class 1 Riprap on Exist. Ground El. 779.57 Geotextiles for Riprap 770 Exist. Ground 770 Class 1 Riprap on Geotextiles for Riprap (typ.) Exist. Ground F:\2018\18-3988 LAPORTE STREET FOOTBRIDGE\30 SHEETDRAWINGS\00 DRAWINGS\18-3988 LAYOUT.DWG DRAWINGS\18-3988 SHEETDRAWINGS\00 FOOTBRIDGE\30 LAPORTE STREET F:\2018\18-3988 778.21 768.92 776.35 788.09 783.161 784.434 784.09 785.60 788.55 767.61 760 779.61 760 9+00 10+00 11+00 12+00 12+66.02 DRAWING FILE: DRAWING STRUCTURAL STEEL COMBINATION TRUSS

RHAINES 6 SPANS @ 9'-5", 18'-1", 18'-2" 100'-0", 15'-0", 14'-4"

EDITED BY: EDITED BY: 5'-7" CLEAR ROADWAY SKEW: 0° PROFILE ON PROPOSED CL ROADWAY LAPORTE STREET FOOTBRIDGE OVER YELLOW RIVER

11:34 AM SCALE: HORIZ. 1" = 20'-0" VERT. 1" = 10'-0"

- MARSHALL COUNTY

HORIZONTAL SCALE BRIDGE FILE 7/12/11 RECOMMENDED INDIANA 1" = 20' N/A FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DEPARTMENT OF TRANSPORTATION 1" = 10' 1702837 EDIT DATE: EDIT DATE: DRAWING SHEET 3/18/20

1:1 DRAFT NOT FOR DESIGNED: RDH DRAWN: SJ of 4 of 7 CONSTRUCTION LAYOUT CONTRACT PROJECT CHECKED: DJK CHECKED: RDH R-41181 1702837 PRINT DATE: PRINT DATE: PLOT SCALE: 18'-2" 100'-0" 15'-0" LEGEND

Add two longitudinal bars spanning between the existing bridge railing 14'-4" posts. Place an additional set of crossing diagonal members with the 1 existing members in accordance with current railing safety requirements 9'-5" 18'-1" 3 per AASHTO LRFD Bridge Design Specifications, 8th Edition (Section 19 13.7.3.2). 19 2 1 20 2 Replace existing deck with composite decking.

3 Remove pack rust. Clean and paint all exposed steel with the current INDOT Structural Steel Paint System. (All steel members)

Remove and replace floorbeams and stringers. After installation, clean Q100 El. 780.50 4 6 and paint with the current INDOT Structural Steel Paint System. 8 Low Str. Elev. 8 5 4 17 782.90 Low Str. Elev. Remove existing lateral bracing and add additional lateral bracing 6 END BENT 5 SPAN F 783.72 underneath the bridge deck. Low Str. Elev. SPAN A NO. 7 779.57 Excavate to expose the anchorage of the steel chords. Notify the engineer SPAN B SPAN C Existing Ground Flow Line El. 766.50 6 7 END BENT PIER PIER PIER of the condition of the steel chord anchorage. If the anchorage appears NO. 6 to be unstable or deteriorating, replace it with a new anchorage. NO. 1 NO. 2 8 NO. 3 Existing substructure details are 7 7 Notify the engineer of any poor substructure conditions. PIER unknown. (Typ.) 8 SPAN E NO. 4 24" SPAN D 8 Place Class 1 Riprap on Geotextiles for Riprap. ELEVATION 9 Remove trees. Scale: 1/8" = 1'-0" ℄ Pier No. 6 Sta. 11+74.28, Line "A" 10 Remove existing asphalt pavement and replace with sod and topsoil. P.G. El. 784.60 ℄ End Bent No. 1 ℄ Pier No. 2 ℄ Pier No. 3 ℄ Pier No. 4 ℄ Pier No. 5 ℄ Pier No. 7 Sta. 10+13.67, Line "A" Sta. 10+23.07, Line "A" Sta. 10+41.16, Line "A" Sta. 10+59.32, Line "A" Sta. 11+59.33, Line "A" Sta. 11+88.61, Line "A" 11 Sawcut existing pavement. P.G. El. 780.40 P.G. El. 781.13 P.G. El. 782.45 P.G. El. 783.82 P.G. El. 784.50 15" P.G. El. 784.68 12 Replace existing sidewalk.

9 13 Place bollards 6' apart. 8 16 24" 9 9 14 Place curb ramp to connect to the existing sidewalk. 6" 8" 2 3 15 Remove existing sidewalk. 6'-5" 5'-7" 15" 15" 5'-7" Out-to-Out Clear Width 16 Remove existing concrete slope protection. Pedestrian Lane 17 Remove and replace secondary columns. 9'-5" 18'-1" 18'-2" 100'-0" 15'-0" 14'-4"

℄ Bridge & Line "A" 18 Remove existing pavement and place decorative paver landing.

19 17 Install aesthetic lighting on truss members. 1 4" 4" 20 Install pedestrian lighting on railing.

See West Approach detail 6" 9 15" 8 8 6" PLAN DESIGN DATA 4" Scale: 1/8" = 1'-0" See East Approach detail 4" Original design loading is unknown.

DESIGN LOADINGS Exist. Sidewalk Designed for 90 psf pedestrian loading in accordance with AASHTO LRFD Guide Specifications for the Design of Pedestrian (2009). 10 6'-5" Out-to-Out Coping

6" 6'-0" C-C Truss EXISTING STRUCTURE 11 5'-7" Clear Roadway The present structure was built in 1898. It was added to the National 12 Register of Historic Places on July 23, 1981 (NPS NRIS# 81000001). Various repairs have been performed on the bridge. The existing 13 ℄ Bridge structure will remain in place. 11 20 Exist. Asphalt Roadway GENERAL NOTES

13 2 1. Any missing rivets or bolts shall be replaced with round-headed bolts. 14 4" 10 1 2. Where new work is fitted to old work, the contractor shall check all Exist. Curb 15 Profile Grade Bridge Railing dimensions and conditions in the field and report all erros and and Gutter 15" discrepancies to the engineer and assume responsibility for their

F:\2018\18-3988 LAPORTE STREET FOOTBRIDGE\30 SHEETDRAWINGS\XREF\18-3988 BRIDGE MODEL.DWG BRIDGE SHEETDRAWINGS\XREF\18-3988 FOOTBRIDGE\30 LAPORTE STREET F:\2018\18-3988 6" 0% 9 correctness and fit of the new part to the old. 3. Stations are for reference only. 4" 4. Existing beam shapes are approximate. 4" 18 Steel Stringers Steel Floorbeam Steel Cross-Bracing

DRAWING FILE: DRAWING Steel Stringer S7x20 (Main Span) S6x17.25 (Typ.) S6x17.25 (Typ.) L1.5x1.5x3/16 12 Exist. Timber S6x17.25 (Secondary Spans) STRUCTURAL STEEL COMBINATION TRUSS Exist. Sidewalk RHAINES Retaining Wall (Typ. Ext. Stringers) 4 4 5 6 SPANS @ 9'-5", 18'-1", 18'-2" 4 100'-0", 15'-0", 14'-4" 5'-7" CLEAR ROADWAY SKEW: 0° EDITED BY: EDITED BY: WEST APPROACH EAST APPROACH TYPICAL SECTION LAPORTE STREET FOOTBRIDGE OVER YELLOW RIVER

11:43 AM Scale: 1/8" = 1'-0" Scale: 1/8" = 1'-0" Scale: 1/2" = 1'-0" MARSHALL COUNTY -

HORIZONTAL SCALE BRIDGE FILE 7/12/11 RECOMMENDED INDIANA 1/8" = 1'-0" N/A FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DEPARTMENT OF TRANSPORTATION AS SHOWN 1702837 EDIT DATE: EDIT DATE: DRAWING SHEET 3/18/20 1:1 DRAFT NOT FOR DESIGNED: RDH DRAWN: JRT of 5 of 7 CONSTRUCTION GENERAL PLAN CONTRACT PROJECT CHECKED: DJK CHECKED: RDH R-41181 1702837 PRINT DATE: PRINT DATE: PLOT SCALE: PRINT DATE: 3/18/20

PLOT SCALE: 1:1 EDIT DATE: 7/12/11 - 11:38 AM EDITED BY: RHAINES DRAWING FILE: F:\2018\18-3988 LAPORTE STREET FOOTBRIDGE\30 SHEETDRAWINGS\00 DRAWINGS\18-3988 EROSION CONTROL.DWG CLEAVELAND'S ADDITION CLEAVELAND'S

Section 13, T33N, R2E AUGUST 4, 1859 4, AUGUST

Marshall County, IN TO PLYMOUTH TO Center Township Temp. Construction No. 2 Stone Entrance

App.

CLEAVELAND'S ADDITION CLEAVELAND'S App.

AUGUST 4, 1859 4, AUGUST TO PLYMOUTH TO

App. 778

App.

& Exist. R/W PLYMOUTH 778 CITY OF

& Exist. R/W

Proposed Riprap (Typ.) 778

PLYMOUTH App.

CITY OF Constr. Limits Constr.

Constr. Limits 779

779 Construction Entrance PLYMOUTH Temp. Class 1 Riprap CITY OF

780 Low Str. Elev. 782.90 778 777 776

Filter Sock 12' Proposed Riprap

Temp. 780

Class 1 Riprap 777 778 779 App. 776

775 772 774

Existing Ground 769 771 773 Filter Sock Temp.

SCALE: 1" = 20'-0" CONTOUR INTERVAL 1 FT. 770 768

767 Constr. Limits Constr. Sediment Barrier

SCALE: 1" = 10'-0" 774 Temp. Causeway Temp. Floating

PROFILE 775 772 PLAN 769 773 Flow Line El. 770.00 770 771

767 Bridge 768

767

DRAFT Class 1 Riprap 766 CONSTRUCTIONNOT FOR 768

769 766 OHWM El. 772.00

771 16' 770 773

Constr. Limits App.776 772 775 774 778

Q100 El. 780.50 777 767 CHECKED: DESIGNED: FOR APPROVAL RECOMMENDED 12' 781 780 779 768 783 782

784 Revetment Riprap 6" No. 2 Stone on

Temp. Causeway 786 769 787 785 COMMISONERS DJK RDH OF MARSHALL

3'-6" Section 13, T33N, R2E 774 771 770 Marshall County, IN 788

BOARD OF 773

Center Township 772 COUNTY, COUNTY INDIANA

DESIGN ENGINEER 789 CHECKED: DRAWN: Proposed Riprap Filter Sock Temp.

JRT Entrance Construction Limits Constr. Temp. RDH Protection Temp. Inlet App. DATE COLLEEN R. CHAD E. & KNEPPER PHILLIP T.

MARTIN

App. App.

E. LaPorte Street LaPorte E. & Exist. R/W Exist. & DEPARTMENT OF TRANSPORTATION

4:1 (Approx.) TEMPORARY CAUSEWAY EROSION CONTROL & Temp. Construction

App. No. 2 Stone

INDIANA

App. App. BLAIN'S ADDITION TO ADDITION BLAIN'S

Entrance

AUGUST 16, 1865 16, AUGUST

BLAIN'S ADDITION TO ADDITION BLAIN'S

PLYMOUTH

& Exist. R/W Exist. &

AUGUST 16, 1865 16, AUGUST PLYMOUTH 1. NOTES: High Water Marki, needing seeding restoration shall be re-seeded using Permanent Seeding but above the Ordinary High Water Mark. SEEDING: 2. Seed Mixture Floodplain. Specifications, to exposed areas that are within the construction limits, All disturbed areas within the construction limits, but above Ordinary Temporary seeding shall be applied, in accordance with INDOT Temporary Seeding No dewatering shall occur without prior approval from DNR. See INDOT Standard Drawing E 205-TECP for Construction Entrance details. Construction Entrance locations shall be at the discretion of the contractor. HORIZONTAL SCALE VERTICAL SCALE AS SHOWN AS SHOWN CONTRACT DRAWING R-41181 of 6 DESIGNATION BRIDGE FILE PROJECT 1702837 1702837 SHEET N/A of 7 Edge of Floodway 1 9 5 6 3 10 E. Garro St

9 8 Y 3 e 1 l 7 l N 11 o 8 w 5 12 2 River St 8 R

9 4 7 i

3 v

e 12 2 4 r

4 11

E. Laporte St 0 100 200 Feet 1 10 6 5 Proposed Tree (typ.)

F:\2018\18-3988 LAPORTE STREET FOOTBRIDGE\30 SHEETDRAWINGS\00 DRAWINGS\TREE MITIGATION PLAN - MC.DWG DRAWINGS\TREE MITIGATION SHEETDRAWINGS\00 FOOTBRIDGE\30 LAPORTE STREET F:\2018\18-3988 Approx. Construction Area DRAWING FILE: DRAWING RHAINES

RIVER PARK SQUARE EDITED BY: EDITED BY: Owner: City of Plymouth 11:18 AM -

HORIZONTAL SCALE BRIDGE FILE 7/12/11 RECOMMENDED INDIANA AS SHOWN N/A FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DEPARTMENT OF TRANSPORTATION AS SHOWN 1702837 EDIT DATE: EDIT DATE: DRAWING SHEET 3/18/20

1:1 DRAFT NOT FOR DESIGNED: RDH DRAWN: DJP TREE MITIGATION PLAN of 7 of 7 CONSTRUCTION CONTRACT PROJECT CHECKED: DJK CHECKED: RDH R-41181 1702837 PRINT DATE: PRINT DATE: PLOT SCALE: