My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2. Riverside Drive Embankment_COA 2022-0225A
sbend
>
Public
>
Historic Preservation
>
2022
>
March
>
2. Riverside Drive Embankment_COA 2022-0225A
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2022 1:25:26 PM
Creation date
3/16/2022 1:21:09 PM
Metadata
Fields
Template:
South Bend HPC
HPC Document Type
Certification
HPC Local Historic District
iii. Riverside Drive
Rectangle
ID:
1
Creator:
Created:
3/16/2022 1:24 PM
Modified:
3/16/2022 1:24 PM
ID:
2
Creator:
Created:
3/16/2022 1:24 PM
Modified:
3/16/2022 1:24 PM
ID:
3
Creator:
Created:
3/16/2022 1:24 PM
Modified:
3/16/2022 1:24 PM
ID:
4
Creator:
Created:
3/16/2022 1:24 PM
Modified:
3/16/2022 1:24 PM
ID:
5
Creator:
Created:
3/16/2022 1:24 PM
Modified:
3/16/2022 1:24 PM
ID:
6
Creator:
Created:
3/16/2022 1:24 PM
Modified:
3/16/2022 1:24 PM
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
93
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
650650655660665670675680685690695700705650650660670680690700654655660665670675680685690695700654660670680690700653655660665670675680685690653660670680690LAND USE #CHECKEDSHEET NUMBERPROJECT #SHEET TITLEDESIGNEDDATEDRAWN DESCRIPTION#DATE BY CROSS SECTIONS <br />Riverside Drive Bank Stabilization <br />City of South Bend Board of Public Works <br />CITY OF SOUTH BEND, INDIANAPROPOSED PLAN8OCT 2021CODRAS JBRJ18X4656BID DOCUMENTS <br />----WALKERTON <br />708 Roosevelt Road Walkerton, IN 46574 USA <br />TEL (1) 574-586-3400 www.cardno.com <br />R:\Projects\18\18X\18X465600_CityofSouthBend_LARE_St.JosephRiverBankStabilization\CAD\DESIGN\20211020_StJosephRiverDESIGN.dwg - 10/21/2021 1:41:44 PM <br />NOTE:1. All structure elevations at bottom of river are approximate with the routinelychanging nature of river bottoms.2. Cross sections facing downstream.3. All utilities depth, size and location are approximate and to be verified byContractor prior to construction.STORMWATER LINEPROPOSED ROCK TOEMINIMUM 2-2.25' THICK;MAX 1.5: 1 TOP OF ROCK SLOPE TO 670 ELEV REMOVE TREES DESIGNATED FOR REMOVAL. PROTECTTREES 4" DIAMETER OR LARGER.OHWM ELEV 670BFE ELEV 675.0EXISTING GRADESEEDED WITH NATIVE SEED MIX AND BLANKETED WITH NAGSC150BN OR EQUIVALENT ELEV. 680 to TOP OF EMBANKMENTSEEDED WITH NATIVE SEED MIX AND BLANKETEDWITH COIR MAT. ELEV. 670 to 680GAS LINEELECTRIC LINEQUANTITIESESTIMATE:Class I Rip Rap~70 FT2Cut ~180 FT2Fill ~0 FT2STORMWATER LINEPROPOSED ROCK TOEMINIMUM 2-2.25' THICK;MAX 1.5: 1 TOP OF ROCK SLOPE TO 668 ELEVREMOVE TREES DESIGNATED FOR REMOVAL. PROTECTTREES 4" DIAMETER OR LARGER.OHWM ELEV 670BFE ELEV 675.0EXISTING GRADESEEDED WITH NATIVE SEED MIX AND BLANKETED WITH NAGSC150BN OR EQUIVALENT ELEV. 680 to TOP OF EMBANKMENTGAS LINEQUANTITIESESTIMATE:Class I Rip Rap~63 FT2Cut ~68 FT2Fill ~0 FT2PROPOSED ROCK TOEMINIMUM 2-2.25' THICK;MAX 1.5: 1 TOP OF ROCK SLOPE TO 668 ELEVOHWM ELEV 670BFE ELEV 675.0EXISTING GRADEGAS LINEQUANTITIESESTIMATE:Class I Rip Rap~53 FT2
The URL can be used to link to this page
Your browser does not support the video tag.