02 december 2009 - dnr.illinois.gov · smith lasalle, inc., on behalf of morton salt, inc., submits...

Consulting Engineers

10102 Pacific Ave •Franklin Park, IL 60131• 847.260.5095 • www.smithlasalle.com Page 1 of 1

09 January 2019

Federal Consistency Coordinator

Illinois Coastal Management Program

Illinois Department of Natural Resources

160 N LaSalle, Ste 700

Chicago IL 60601

Subject: Morton Salt Seawall Repair

Reference: a) Joint Application Permit (Attached) – Morton Salt Calumet River Seawall Repairs,

Calumet River, 3457 E. 100th St. Chicago, IL 60617

USACE log/DA Number LRC-2017-124

To whom it may concern,

Smith LaSalle, Inc., on behalf of Morton Salt, Inc., submits this letter for compliance with Federal

Consistency requirements. The project is located at 3457 E. 100th St., Chicago which is under the Illinois

Coastal Management Program Coastal Zone Boundary (Map 10 of 15). For location map, see Exhibit “A”.

The project includes repairing 948.5 feet of the deteriorated and failing seawall from Sta-0+00 to Sta-

6+46.5 & Sta-7+91 to Sta-10+93. Please refer to Exhibit “B”. The repairs include driving new sheet piles

directly in front of the existing wall and installing a continuous steel sheet pile anchor wall in the existing

wharf backfilled area. The new wharf wall will be tied to the anchor wall. The existing wall will not be

disturbed and remain in place. For photos of existing wall, please refer to Exhibit “C”. The project is to

start on January 21, 2019 and it is anticipated to be completed in eight (8) to ten (10) months.

The contact person for this project will be:

Jennifer Witt-Zielke

Manager, Bulk Distribution Services-River Region

Morton Salt, Inc.

444 West Lake Street

Chicago, IL 60616

Phone #:312-807-2505

Fax #: 312-807-2095

Email: [email protected]

Furthermore, it is our professional opinion that “the proposed activity complies with Illinois’ approved

coastal management program and will be conducted in a manner consistent with such policies”.


10102 Pacific Ave •Franklin Park, IL 60131• 847.260.5095 • www.smithlasalle.com Page 2 of 1

Smith LaSalle, Inc. looks forward to your support and appreciates the assistance for this project. If you

have any questions, please call us at 312.447.1134 or 847.260.5807.

Regards,

Perry L. Smith, P.E. Jimmy Samaniego. P.E. SMITH LASALLE SMITH LASALLE

Cc: (Via Email)

Collin Smalley, USCAE Jennifer Witt-Zielke, Morton Salt Robert Hebel, P.E., Morton Salt Dave Talbott, P.E., Smith LaSalle

8. PROJECT DESCRIPTION (Include all features):

9. PURPOSE AND NEED OF PROJECT:

COMPLETE THE FOLLOWING FOUR BLOCKS IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED10. REASON(S) FOR DISCHARGE:

11. TYPE(S) OF MATERIAL BEING DISCHARGED AND THE AMOUNT OF EACH TYPE IN CUBIC YARDS FOR WATERWAYS:

TYPE:

AMOUNT IN CUBIC YARDS:

12. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS FILLED (See Instructions)

13. DESCRIPTION OF AVOIDANCE, MINIMIZATION AND COMPENSATION (See instructions)

14. Date activity is proposed to commence Date activity is expected to be completed

15. Is any portion of the activity for which authorization issought now complete?

Yes No NOTE: If answer is “YES” give reasons in the Project Description and Remarks section.

Month and Year the activity wascompleted

Indicate the existing work on drawings.

16. List all approvals or certification and denials received from other Federal, interstate, state, or local agencies for structures, construction, discharges orother activities described in this application.

Issuing Agency Type of Approval Identification No. Date of Application Date of Approval Date of Denial

17. CONSENT TO ENTER PROPERTY LISTED IN PART 7 ABOVE IS HEREBY GRANTED. Yes No

18. APPLICATION VERIFICATION (SEE SPECIAL INSTRUCTIONS)

Application is hereby made for the activities described herein. I certify that I am familiar with the information contained in the application, and that to thebest of my

Date

Date

Date

IL Environmental Protection Agency

Applicant’s Copy

SEE INSTRUCTIONS FOR ADDRESS

APPENDIX A

JOINT APPLICATION PERMIT BLOCKS 8-13, 15


Joint Application Permit Page 1 of 2

Joint Application Permit Blocks 8-13, 15

Block 8: Project Description The project includes the repair of existing failing seawall, approximately 948.5 feet from Sta-0+00

to Sta-6+46.5 & Sta-7+91 to Sta-10+93. The repair will include the construction of a permanent

repair wall section immediately in front of the existing failing seawall and placement of the self-

compacting structure backfill materials to fill the void between the existing and new walls. The new

seawall will follow the alignment of the wall repaired last year from Sta-6+46.5 to Sta-7+91 under

the original USACE Joint permit # LRC-2017-124. The proposed permanent repair wall consists of

steel sheet pile with tie back rods and an anchor wall extending to steel sheet pile anchor wall

beyond the active soil failure zone. It is anticipated that no dredging of materials from the channel

waterway will occur and is not part of the scope of repairs.

Attached is a permit plan set, see Appendix B which includes the following:

1. Location Map (Aerial Photo) 2. Topographical and Boundary Survey by Zarko Sekerez & Associates, Inc. 3. Site Plan (SP2) by Smith LaSalle, Inc. showing the layout of the site and the limit of sea wall

repair location

4. Topographic Existing & Site Plan (SP3) 5. Existing Tieback Repair Plan (SP4) 6. General Arrangement Plan and Elevation (GA1) 7. Structural Plans (S1-S3) 8. Sewall Replacement Photograph Sheet (P1)

Block 9: Purpose and Need for Project The existing steel sheet pile wharf seawall on the Calumet River is at risk to fail suddenly, therefore

immediate repair is necessary. Included in this Joint Permit application is a Smith LaSalle letter dated

24 October 2018 (see Appendix C), which certifies the imminent wall failures with which USACE

concurred. Also included are photos of the failing seawall. The new seawall will provide bank

stabilization and prevent further bank failures from entering the navigable waterway. The wall is

required for product import and site operations.

Block 10: Reason for Discharge There will be no river dredging involved in this project. Imported select self-compacting

structural materials will be used to backfill the void between the existing wall and the new

wall. Therefore, the select granular material will be permanently contained between the

existing and new walls. The requirement for select structural backfill is necessary to minimize

risk of failure and reduce lateral loads on the sheet pile wall.

Block 11: Type and Amount of Material Being Discharged There is approximately 3,530 cubic yards of imported select self-compacting structural granular CA8

backfill which is required to fill the void between the existing and new wall, and this will be

permanently confined between the two walls. This will be needed to maintain the existing wharf

apron grade elevations.


Joint Application Permit Page 2 of 2

Block 12: Surface Area in Acres to be Filled Approximately 0.065 acres is expected to have an impact on US waters for this repair due to

placement of granular backfill materials between the existing and new walls.

Block 13: Description of Avoidance, Minimization and Compensation Best standard practice will be exercised using mechanical equipment including trucks and excavators

so that no fill enters the navigable channel waterway. Stockpiles of imported fill material will be

staged at a minimum safe distance which prevents sloughing of material or accidental discharge in the

waterway. Mechanical equipment will not swing over the waterway when loaded with material.

Existing materials from the excavated site that are not replaced will be staged on the property in a self-

contained area for future upland disposal.

Based on the existing general arrangement the following repair method is recommended:

▪ Steel sheet piles replaced in kind to provide for more redundant and robust bank stabilization; existing sheet piles shall be minimally disturbed and remain in place.

▪ Current site is utilized as an import facility to offload salt from 35’x195’ material barges being fleeted and moored to the wharf wall.

▪ Site is currently utilized as an industrial import facility on the river.

▪ Adjacent properties and navigation of the channel would be affected if failure occurs.

▪ The steel sheet pile repair has been determined to be the most adequate and safe option.

Furthermore, Stormwater Pollution Control Plan dated January 10, 2019 prepared by Smith

LaSalle, Inc will be implemented during construction in order to ensure that sediment and soil

erosion will be controlled on-site, and not discharged into the Calumet River.

Block 15: Portion of Work Already Complete

Block 15 was marked no however a previous 144.5-foot repair at Sta-6+46.5 to Sta-7+91 was

completed in 2017-18 for a wall failure that occurred on February 4, 2017. Emergency measures were

taken, under USACE joint permit #LRC-2017-124, to protect the existing river bank from further

erosion by installing PZC-18 sheet pile sheets along the line of the existing sheet pile wall. The new

sheet piles were installed using a vibratory hammer to a toe depth of approximately 15-feet below the

existing mudline.

APPENDIX B

PERMIT PLANS 1. Location Map (Aerial Photo)

2. Topographical and Boundary Survey by Zarko Sekerez & Associates, Inc.

3. Site Plan (SP2) by Smith LaSalle, Inc. showing the layout of the site and the limit of sea wall repair location

4. Topographic Existing & Site Plan (SP3)

5. Existing Tieback Repair Plan (SP4)

6. General Arrangement Plan and Elevation (GA1)

7. Structural Plans (S1-S3)

8. Sewall Replacement Photograph Sheet (P1)

Consulting Engineers - Franklin Park, Illinois

AutoCAD SHX TextSTRUCTURE

AutoCAD SHX TextCHECKED BY

AutoCAD SHX TextENGINEER

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AutoCAD SHX TextDATE


AutoCAD SHX TextMORTON SALT, INC.,

AutoCAD SHX TextCALUMET WHARF

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AutoCAD SHX Text09 JUL 18

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AutoCAD SHX Text3457 E 100th ST., CHICAGO, IL 60617

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A

S2

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AutoCAD SHX TextSTA 7+91


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AutoCAD SHX TextDESCRIPTION


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AutoCAD SHX TextDRAWING SCALE: AS NOTED IF SHEET SIZE IS OTHER THAN 11"x17" IT IS A CHANGED PRINT. SCALE ACCORDINGLY

AutoCAD SHX Text291.18

AutoCAD SHX TextMORTON SALT, INC.

AutoCAD SHX TextCHICAGO, ILLINOIS

AutoCAD SHX TextCALUMET RIVER WHARF REPAIRS

AutoCAD SHX TextBULKHEAD SITE PLAN

AutoCAD SHX TextSP2

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AutoCAD SHX TextISSUED FOR BID

AutoCAD SHX Text03 SEP 18

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AutoCAD SHX TextGENERAL NOTES G1) THIS DRAWING IS NOT A LEGAL SURVEY. THE LOCATION AND SIZE OF EXISTING STRUCTURES AND TEMPORARY COMPONENTS ARE APPROXIMATE AND GATHERED FROM PREVIOUS SURVEYS AND OTHER RECORD DRAWINGS. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION OR DISTRIBUTED TO ANY OTHER PARTIES OTHER THAN FOR PERMIT PROCUREMENT.. G2) EXISTING CONDITIONS SHOWN IN THIS DRAWING ARE INDICATED FOR REFERENCE ONLY AND ARE TO BE VERIFIED BY THE CONTRACTOR. IN THE EVENT OF CONFLICTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD AND OWNER PRIOR TO BIDDING AND PROCEEDING WITH THE WORK. THE ATTACHED DRAWINGS (AS PART OF THE PERMIT PACKAGE) ARE NOT FOR CONSTRUCTION AND TO BE USED FOR REFERENCE ONLY. G3) THIS DRAWING DOES NOT SHOW SUBSURFACE UTILITIES AND UTILITIES HAVE NOT BEEN CLEARED THROUGH ANY LOCAL AGENCIES OR UTILITY COMPANIES. G5) EXISTING ELEVATIONS AND DATUM ARE FROM FIELD SURVEYS AND ARE PROVIDED AS REFERENCE ONLY AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. G6) LIMITS OF UNDERWATER INSPECTION: STA-0+00 TO STA-10+89. G7) FOR SEDIMENT AND EROSION CONTROL, REFER TO "STORMWATER POLLUTION CONTROL PLAN" PREPARED BY SMITH LASALLE, INC., DATED JANUARY 7, 2019.

AutoCAD SHX TextSCALE: 1" = 100'

AutoCAD SHX Text%%UBULKHEAD SITE PLAN

AutoCAD SHX TextSALT STORAGE PAD (ASPHALT)

AutoCAD SHX TextSALT OFF-LOADING AREA

AutoCAD SHX TextSCALE


AutoCAD SHX TextASPHALT PAVEMENT

AutoCAD SHX TextUNPAVED (EARTH FILL)


AutoCAD SHX TextNOT INCLUDED

AutoCAD SHX TextEDGE OF PAVEMENT


AutoCAD SHX Text1-STORY FRAME BUILDING

AutoCAD SHX Text1-STORY MASONRY BUILDING

AutoCAD SHX TextCONTROL ROOM


AutoCAD SHX TextNOT OWNED OR OPERATED BY MORTON SALT

AutoCAD SHX TextPROPERTY LINE TOTAL SITE ACREAGE = 14.30 ACRES

AutoCAD SHX TextCONCRETE BRIDGE ABUTMENT AND BACKWALL

AutoCAD SHX TextAVENUE "M" - 66' R/W

AutoCAD SHX TextCALUMET RIVER

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AutoCAD SHX TextFACILITY ENTRANCE / EXIT

AutoCAD SHX TextEAST 100th STREET

AutoCAD SHX TextBIKE LANE

AutoCAD SHX TextCONCRETE PAD

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AutoCAD SHX TextEDGE OF WATER - CONCRETE WALL

AutoCAD SHX TextPREVIOUS 144.5-FOOT REPAIRED AREA

AutoCAD SHX TextPROPERTY LINE (TYPICAL)

AutoCAD SHX Text2'x2'x7' PRECAST CONCRETE MOVEABLE BLOCKS FOR GROUND PILE CONTAINMENT (TYP)

AutoCAD SHX Text4'-0" TALL PRECAST CONCRETE MOVEABLE BLOCKS (TYP)

AutoCAD SHX TextEXISTING BARGE LOADING SLIPS

AutoCAD SHX TextEDGE OF SHEET PILE WHARF (TYP)

AutoCAD SHX TextAREA OF NEW CONSTRUCTION STA 0+00 TO STA 6+46.5 = 646.5 L.F.

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AutoCAD SHX TextSPECIAL CONDITIONS REQUIREMENTS FOR IDNR-OWR (DEPT) STATEWIDE PERMIT NO. 9: 1. ONLY THE FOLLOWING MATERIALS MAY BE UTILIZED IN URBAN AREAS: STONE AND CONCRETE ONLY THE FOLLOWING MATERIALS MAY BE UTILIZED IN URBAN AREAS: STONE AND CONCRETE RIPRAP, STEEL SHEET PILING, CELLULAR BLOCKS, FABRIC-FORMED CONCRETE, GABION BASKETS, ROCK AND WIRE MATTRESSES, SAND/CEMENT FILLED BAGS, GEOTECHNICAL FABRIC MATERIALS, NATURAL VEGETATION AND TREATED TIMBER. URBAN AREAS ARE DEFINED AS: AREAS OF THE STATE WHERE RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT CURRENTLY EXISTS OR, BASED ON LAND USE PLANS OR CONTROLS, IS EXPECTED TO OCCUR WITHIN TEN YEARS. (THE DEPARTMENT SHOULD BE CONSULTED IF THERE IS A QUESTION OF WHETHER OR NOT AN AREA IS CONSIDERED URBAN.) 2. IN ADDITION TO THE MATERIALS LISTED IN SPECIAL CONDITION #1, OTHER MATERIALS (E.G. TIRE IN ADDITION TO THE MATERIALS LISTED IN SPECIAL CONDITION #1, OTHER MATERIALS (E.G. TIRE REVETMENTS) MAY BE UTILIZED IN RURAL AREAS PROVIDED ALL OTHER CONDITIONS OF THIS PERMIT ARE MET. 3. THE FOLLOWING MATERIALS SHALL NOT BE USED IN ANY CASE: AUTO BODIES, GARBAGE OR THE FOLLOWING MATERIALS SHALL NOT BE USED IN ANY CASE: AUTO BODIES, GARBAGE OR DEBRIS, SCRAP LUMBER, METAL REFUSE, ROOFING MATERIALS, ASPHALT OR OTHER BITUMINOUS MATERIALS, OR ANY MATERIAL WHICH WOULD CAUSE WATER POLLUTION AS DEFINED BY THE ENVIRONMENTAL PROTECTION ACT (415 ILCS 5). 4. THE AFFECTED LENGTH OF SHORELINE, STREAM BANK, OR CHANNEL TO BE PROTECTED SHALL THE AFFECTED LENGTH OF SHORELINE, STREAM BANK, OR CHANNEL TO BE PROTECTED SHALL NOT EXCEED, EITHER SINGULARLY OR CUMULATIVELY, ONE THOUSAND (1000) FEET. 5. ALL MATERIAL UTILIZED SHALL BE PROPERLY SIZED OR ANCHORED TO RESIST ANTICIPATED ALL MATERIAL UTILIZED SHALL BE PROPERLY SIZED OR ANCHORED TO RESIST ANTICIPATED FORCES OF CURRENT AND WAVE ACTION. 6. MATERIALS SHALL BE PLACED IN A WAY WHICH WOULD NOT CAUSE EROSION, OR THE MATERIALS SHALL BE PLACED IN A WAY WHICH WOULD NOT CAUSE EROSION, OR THE ACCUMULATION OF DEBRIS, ON PROPERTIES ADJACENT TO OR OPPOSITE THE PROJECT. 7. MATERIALS SHALL NOT BE PLACED HIGHER THAN THE EXISTING TOP OF BANK. MATERIALS SHALL NOT BE PLACED HIGHER THAN THE EXISTING TOP OF BANK. 8. MATERIALS SHALL BE PLACED SO THAT THE MODIFIED BANK FULL WIDTH AND MATERIALS SHALL BE PLACED SO THAT THE MODIFIED BANK FULL WIDTH AND CROSS-SECTIONAL AREA OF THE CHANNEL WILL CONFORM TO OR BE NO MORE RESTRICTIVE THAN THAT OF THE NATURAL CHANNEL UPSTREAM AND DOWNSTREAM OF THE SITE. FOR PROJECTS INVOLVING CONTINUOUS PLACEMENT OF RIPRAP ALONG THE BANK, TOE OF THE BANK OR OTHER SIMILAR APPLICATIONS, IN NO CASE SHALL THE CROSS-SECTIONAL AREA OF THE NATURAL CHANNEL BE REDUCED BY MORE THAN TEN PERCENT (10%) NOR THE VOLUME OF MATERIAL PLACED EXCEED TWO (2) CUBIC YARDS PER LINEAL FOOT OF STREAM BANK OR SHORELINE. THE BANK MAY BE GRADED TO OBTAIN A FLATTER SLOPE AND TO LESSEN THE QUANTITY OF MATERIAL REQUIRED. 9. IF BROKEN CONCRETE IS USED, ALL PROTRUDING MATERIALS SUCH AS REINFORCING RODS IF BROKEN CONCRETE IS USED, ALL PROTRUDING MATERIALS SUCH AS REINFORCING RODS SHALL BE CUT FLUSH WITH THE SURFACE OF THE CONCRETE AND REMOVED FROM THE CONSTRUCTION AREA. 10. DISTURBANCE OF VEGETATION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION TO DISTURBANCE OF VEGETATION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION TO PREVENT EROSION AND SEDIMENTATION. ALL DISTURBED AREAS SHALL BE SEEDED OR OTHERWISE STABILIZED UPON COMPLETION OF CONSTRUCTION. 11. IN THE CASE OF SEAWALLS AND GABION STRUCTURES ON LAKES, THE STRUCTURE SHALL BE IN THE CASE OF SEAWALLS AND GABION STRUCTURES ON LAKES, THE STRUCTURE SHALL BE CONSTRUCTED AT OR LANDWARD OF THE WATER LINE, AS DETERMINED BY THE NORMAL POOL ELEVATION, UNLESS; a) IT IS CONSTRUCTED IN ALIGNMENT WITH AN EXISTING SEAWALL(S) OR GABION IT IS CONSTRUCTED IN ALIGNMENT WITH AN EXISTING SEAWALL(S) OR GABION STRUCTURE(S); AND b) THE VOLUME OF MATERIAL PLACED, INCLUDING THE STRUCTURE, WOULD NOT EXCEED THE VOLUME OF MATERIAL PLACED, INCLUDING THE STRUCTURE, WOULD NOT EXCEED TWO (2) CUBIC YARDS PER LINEAL FOOT. 12. EXCESS MATERIAL EXCAVATED DURING THE CONSTRUCTION OF THE BANK OR SHORELINE EXCESS MATERIAL EXCAVATED DURING THE CONSTRUCTION OF THE BANK OR SHORELINE PROTECTION SHALL BE PLACED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL LAWS AND RULES AND SHALL NOT BE PLACED IN A FLOODWAY.

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AutoCAD SHX TextIDNR REVIEW



AutoCAD SHX TextR.O.W.

AutoCAD SHX TextNOT FOR CONSTRUCTION

AutoCAD SHX TextISSUED FOR PERMITTING 01/08/2019

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AutoCAD SHX TextISSUED FOR PERMITTING

AutoCAD SHX Text08 JAN 19


AutoCAD SHX TextAREA OF NEW CONSTRUCTION STA 7+91 TO STA 10+93 = 302 L.F.

AutoCAD SHX TextAREA OF NEW WALL REPAIR (STA 0+00 TO STA 6+46.5 & STA 7+91 TO STA 10+93)

AutoCAD SHX TextAREA OF PREVIOUS WALL REPAIR INCLUDING TIMBER FENDERS (STA 6+46.5 TO STA 7+91)

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AutoCAD SHX TextN 00°16'05" E ~ 1107.69'

AutoCAD SHX TextS 49°32'50" W ~ 945.18'

AutoCAD SHX Text105.55' N 06°45'04" E

AutoCAD SHX Text66.55' N 16°53'17" E

AutoCAD SHX TextN 09°39'11" W 24.30'

AutoCAD SHX TextS 89°41'20" W 76.77'


AutoCAD SHX TextN 89°21'38" E 22.27'


AutoCAD SHX TextS 89°21'38" W 45.00'








AutoCAD SHX TextSTA 10+93±


AutoCAD SHX TextREV



















AutoCAD SHX TextTOPOGRAPHIC EXISTING SITE PLAN

AutoCAD SHX TextSP3

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AutoCAD SHX TextPAG

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AutoCAD SHX TextPREVIOUS REPAIR TO REMAIN: STEEL SHEET PILES WITH TIE RODS TO STEEL H-PILES & TIMBER FENDERS. SEE SP4-A.

AutoCAD SHX TextSCALE: 1" = 120'

AutoCAD SHX Text%%UTOPOGRAPHIC EXISTING SITE PLAN - SP3-A

AutoCAD SHX TextSALT STORAGE PAD (ASPHALT)

AutoCAD SHX TextSALT OFF-LOADING AREA






AutoCAD SHX TextEDGE OF PAVEMENT


AutoCAD SHX Text1-STORY FRAME BUILDING

AutoCAD SHX Text1-STORY MASONRY BUILDING

AutoCAD SHX TextCONTROL ROOM


AutoCAD SHX TextNOT OWNED OR OPERATED BY MORTON SALT

AutoCAD SHX TextPROPERTY LINE TOTAL SITE ACREAGE = 14.30 ACRES

AutoCAD SHX TextCONCRETE BRIDGE ABUTMENT AND BACKWALL

AutoCAD SHX TextAVENUE "M" - 66' R/W


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AutoCAD SHX TextFACILITY ENTRANCE / EXIT

AutoCAD SHX TextEAST 100th STREET

AutoCAD SHX TextBIKE LANE

AutoCAD SHX TextCONCRETE SIDEWALK

AutoCAD SHX TextEDGE OF WATER - CONCRETE WALL

AutoCAD SHX TextPROPERTY LINE (TYPICAL)

AutoCAD SHX Text2'x2'x7' PRECAST CONCRETE MOVEABLE BLOCKS FOR GROUND PILE CONTAINMENT (TYP)

AutoCAD SHX Text4'-0" TALL PRECAST CONCRETE MOVEABLE BLOCKS (TYP)

AutoCAD SHX TextEXISTING BARGE LOADING SLIPS

AutoCAD SHX TextEDGE OF SHEET PILE WHARF (TYP)

AutoCAD SHX TextBM1

AutoCAD SHX TextBM2

AutoCAD SHX TextBENCHMARK DATA BM1: NORTH: 1839002.708 NORTH: 1839002.708 EAST: 1200942.954 ELEV: 6.27 (CCD) BM2 NORTH: 1838416.205 NORTH: 1838416.205 EAST: 1200368.729 ELEV: 4.75 (CCD)

AutoCAD SHX TextSPOT ELEVATION DATA PT DESCRIPTION ELEVATION DESCRIPTION ELEVATION ELEVATION 219 WATER EDGE 6.36 WATER EDGE 6.36 6.36 218 WATER EDGE 4.73 WATER EDGE 4.73 4.73 202 WATER EDGE 3.43 WATER EDGE 3.43 3.43 166 WATER EDGE 4.62 WATER EDGE 4.62 4.62 424 WATER EDGE 4.09 WATER EDGE 4.09 4.09 423 WATER EDGE 4.27 WATER EDGE 4.27 4.27 416 WATER EDGE 4.20 WATER EDGE 4.20 4.20 417 WATER LEVEL 1.07 WATER LEVEL 1.07 1.07 415 WATER EDGE 4.30 WATER EDGE 4.30 4.30 348 CONCRETE PAD 10.18 CONCRETE PAD 10.18 10.18 316 WATER EDGE 4.46 WATER EDGE 4.46 4.46 317 WATER LEVEL 1.38 WATER LEVEL 1.38 1.38 315 WATER EDGE 4.54 WATER EDGE 4.54 4.54 381 WATER EDGE 2.97 WATER EDGE 2.97 2.97 289 WATER EDGE 3.94 WATER EDGE 3.94 3.94 290 WATER LEVEL 1.01WATER LEVEL 1.011.01

AutoCAD SHX Text289

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AutoCAD SHX Text218

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AutoCAD SHX Text1. SURVEY AND METADATA: SURVEY AND METADATA: - DATUM: CHICAGO CITY DATUM NAVD 88 (CORRECTED TO NAVD DATUM: CHICAGO CITY DATUM NAVD 88 (CORRECTED TO NAVD 88 = +580.18') - THIS DRAWING IS NOT A LEGAL SURVEY OR BOUNDARY SURVEY THIS DRAWING IS NOT A LEGAL SURVEY OR BOUNDARY SURVEY AND IS TO BE USED FOR GENERAL ARRANGEMENT PURPOSES ONLY TO DETERMINE LAYOUT FOR THE REPAIRS OF THE SHEET PILE WALL. - DATE: 09 JULY 2018.DATE: 09 JULY 2018.

AutoCAD SHX TextAREA OF NEW WALL REPAIR (STA 0+00 TO STA 6+46.5 & STA 7+91 TO STA 10+93)

AutoCAD SHX TextAREA OF PREVIOUS WALL REPAIR INCLUDING TIMBER FENDERS (STA 6+46.5 TO STA 7+91)

AutoCAD SHX TextLEGEND



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AutoCAD SHX TextEXISTING TIEBACK REPAIR PLAN

AutoCAD SHX TextSP4

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AutoCAD SHX TextSCALE: 1/2" = 1'-0"

AutoCAD SHX Text%%UEXISTING TIEBACK REPAIR PLAN - SP4-A


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AutoCAD SHX TextWP1 (STA. 6+55) N 1838615.173 E 1200276.277

AutoCAD SHX TextWP2 (STA. 7+84) N 1838486.006 E 1200275.891

AutoCAD SHX TextSHEET PILE DRIVING LINE

AutoCAD SHX TextTIEBACK H-PILE DRIVING LINE

AutoCAD SHX TextTIEBACK H-PILE DRIVING LINE

AutoCAD SHX TextEXISTING STEEL TIE RODS (TYPICAL)

AutoCAD SHX TextEXISTING STEEL TIEBACK H-PILE ANCHORS (TYPICAL)

AutoCAD SHX TextNOTE: H-PILE LOCATIONS ARE APPROXIMATE, AND NOT TO SCALE.

AutoCAD SHX TextTIEBACK NUMBERS FROM PREVIOUS REPAIR AS-BUILT DRAWINGS (TYPICAL)

AutoCAD SHX TextSTA. 6+38

AutoCAD SHX Text1. THE EXISTING SUBSTRUCTURE CONDITIONS DEPICTED HERE THE EXISTING SUBSTRUCTURE CONDITIONS DEPICTED HERE REPRESENT THE APPROXIMATE LOCATION OF THE ANCHOR STRUCTURES AND TIE RODS GATHERED FROM GHD REPORTS DURING INSTALLATION OF THE REPAIRED WALL AREA. 2. THIS DRAWING IS NOT A LEGAL SURVEY OR BOUNDARY SURVEY THIS DRAWING IS NOT A LEGAL SURVEY OR BOUNDARY SURVEY AND IS TO BE USED FOR GENERAL ARRANGEMENT PURPOSES ONLY TO DETERMINE LAYOUT FOR THE REPAIRS OF THE SHEET PILE WALL.



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AutoCAD SHX Text 30 SEP 18



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AutoCAD SHX Text%%UWHARF ELEVATION VIEW GA1-C

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AutoCAD SHX TextSCALE AS NOTED


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AutoCAD SHX TextSHEET


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AutoCAD SHX TextDO NOT SCALE DRAWING

AutoCAD SHX Text 291.18

AutoCAD SHX Text MORTON SALT, INC. - CALUMET RIVER FACILITY


AutoCAD SHX TextUW INSPECTION & EXISTING CONDITIONS

AutoCAD SHX TextGENERAL ARRANGEMENT PLAN & ELEVATION

AutoCAD SHX TextGA1

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AutoCAD SHX TextPLS

AutoCAD SHX Text26 MAR 18

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AutoCAD SHX Text27 MAR 18

AutoCAD SHX TextBJP

AutoCAD SHX Text02 APR 18

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AutoCAD SHX Text04 APR 18

AutoCAD SHX Text09/30/18


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AutoCAD SHX TextTOP OF WHARF EL. +585.0'

AutoCAD SHX TextWATERLINE EL. +583.5'

AutoCAD SHX TextMUDLINE EL. +559.0'%%P

AutoCAD SHX TextSta-0+00

AutoCAD SHX TextSta-9+68.5




AutoCAD SHX TextNTS

AutoCAD SHX Text%%UWHARF PLAN VIEW GA1-B



AutoCAD SHX TextWHARF APRON



AutoCAD SHX TextCONCRETE CAP WITH UTILIDOR NEAR SURFACE AND CONCRETE EXTENDING TO MUDLINE

AutoCAD SHX Text100th ST. BASCULE BRIDGE ABUTMENT

AutoCAD SHX TextTIE RODS 1' BELOW THE WATERLINE

AutoCAD SHX Text(2)LEVELS OF TIE LEVELS OF TIE RODS & EXTERNAL CHANNEL WALES BELOW WATERLINE

AutoCAD SHX TextTIMBER FENDER

AutoCAD SHX TextTIMBER FENDER

AutoCAD SHX Text4. METADATA METADATA -CALUMET RIVER -RIVER MILE: 331.5 LEFT DESCENDING BANK -USACOE CHICAGO DISTRICT

AutoCAD SHX Text-26.5' x










AutoCAD SHX Textx -20.0'

AutoCAD SHX TextSTATION

AutoCAD SHX TextWATER DEPTH

AutoCAD SHX Text0+00

AutoCAD SHX Text-26.5'
























AutoCAD SHX TextWATER DEPTH

























AutoCAD SHX TextWHARF SOUNDINGS

AutoCAD SHX TextX -19.0'

AutoCAD SHX TextSTEEL SHEET PILE WALL

AutoCAD SHX TextSTEEL SHEET PILE WALL

















AutoCAD SHX TextCONCRETE CAP OVER TIMBER SHEET PILES

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AutoCAD SHX TextGA1

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AutoCAD SHX Text%%UTOP WHARF WALL ALIGNMENT PLAN VIEW GA1-A

AutoCAD SHX TextNO SCALE

AutoCAD SHX Text%%USECTION GA1-D

AutoCAD SHX TextEXIST. STEEL SHT. PILE WALL

AutoCAD SHX TextEXIST. CONCRETE CAPS (TYP)

AutoCAD SHX TextTIMBER PILES

AutoCAD SHX TextWAKEFIELD SHEET PILE WALL (TYP)

AutoCAD SHX TextSHORE





















AutoCAD SHX TextSTA-9+68.5

AutoCAD SHX TextEXIST. SHT. PILES TO BE PARTIALLY REMOVED. DO NOT DEMOLISH SUBSTRUCTURE.

AutoCAD SHX TextEXISTING WALL ALIGNMENT AT TOP OF WALL-SEE TABLE BELOW FOR FIELD DATA


AutoCAD SHX TextHORZ.


AutoCAD SHX Text0.0'
































AutoCAD SHX Text9+68.5




AutoCAD SHX TextTOP WHARF WALL HORIZONTAL ALIGNMENT

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AutoCAD SHX TextTOP OF WHARF EL. +585.0'%%P

AutoCAD SHX TextMUDLINE EL. VARIES

AutoCAD SHX TextWALL KICKED OUT AT MUDLINE

AutoCAD SHX Text%%USTA 0+20 TO 1+50





AutoCAD SHX TextWHARF WALL VERTICAL ALIGNMENT

AutoCAD SHX TextGENERAL NOTES: 1. WATERLINE ELEVATION ON JUNE 29, 2018 IS AS NOTED ON DWG. WATERLINE ELEVATION ON JUNE 29, 2018 IS AS NOTED ON DWG. NOTE: REFERENCE DATUM AT TOP OF SHEET PILES WAS USED TO DETERMINE THE WATERLINE ELEVATION. NOTE THAT THE ELEVATION AT THE TOP OF THE SHEETS VARIES THROUGHOUT THE LENGTH OF THE WALL. 2. SOUNDINGS INDICATE ACTUAL WATER DEPTHS IN FEET AT THE TIME OF SOUNDINGS INDICATE ACTUAL WATER DEPTHS IN FEET AT THE TIME OF INSPECTION. SEE HORIZONTAL AND VERTICAL ALIGNMENT TABLES FOR APPROXIMATE CONDITIONS OBTAINED FROM UNDERWATER INSPECTION. 3. NOTE THAT THIS DRAWING IS NOT TO SCALE AND IS TO SHOW THE NOTE THAT THIS DRAWING IS NOT TO SCALE AND IS TO SHOW THE GENERAL ARRANGEMENT LAYOUT ONLY. NOT ALL AREAS OF THE SUBSTRUCTURE, INCLUDING DETAIL GA1-D, COULD BE VERIFIED DUE TO INACCESSIBILITY BY THE DIVERS.

AutoCAD SHX Text3. SEE INSPECTION DATA SHEETS FOR FIELD DATA SEE INSPECTION DATA SHEETS FOR FIELD DATA COLLECTED: ULTRASONIC SHEET PILE THICKNESS READINGS -DEFECTS DESCRIPTION & STA LOCATION -MUDLINE ELEVATIONS -PHOTO REFERENCES AND UNDERWATER VIDEO

AutoCAD SHX TextSEE TABLE BELOW FOR ALL READINGS

AutoCAD SHX TextSUBSTRUCTURE TO REMAIN

AutoCAD SHX TextCHANNEL

AutoCAD SHX TextSHORE

AutoCAD SHX TextORIGINAL WALL ALIGNMENT AT TOP OF WALL

AutoCAD SHX TextTOP OF WALL

AutoCAD SHX TextTOP OF WALL





AutoCAD SHX TextMAXIMUM DISTANCE OUT AT MUDLINE OF 5.0' AT STA-3+00

AutoCAD SHX TextNOTE: CONTRACTOR SHALL INSTALL NEW SHEETS APPROXIMATELY 3-FEET OUTSIDE EXIST. WALL PROFILE. WHERE SHEETS ARE KICKED OUT AT MUDLINE GREATER THAN 3-FEET THE CONTRACTOR SHALL MAKE ADJUSTMENTS TO CLEAR EXISTING WALL AT MUDLINE.

AutoCAD SHX TextNEW WALL TO BE INSTALLED MAX. 3.0' IN FRONT OF EXISTING WALL-SEE S1-S3 FOR STRUCTURAL DWGS.



AutoCAD SHX TextEDGE OF SALT STORAGE ASPHALT APRON

AutoCAD SHX TextMOVEABLE PRECAST CONCRETE BLOCKS (ONLY PARTIALLY SHOWN)



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AutoCAD SHX TextIF SHEET DIFFERS IN SIZE THAN

AutoCAD SHX Text11"x17"

AutoCAD SHX TextIT IS A CHANGED PRINT-

AutoCAD SHX TextSCALE ACCORDINGLY





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AutoCAD SHX TextMORTON SALT, INC.-CALUMET RIVER FACILITY


AutoCAD SHX TextSEAWALL REPLACEMENT

AutoCAD SHX TextWHARF PLAN & ELEVATION VIEWS

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AutoCAD SHX Text(180)-1 " 36 KSI TIE RODS IN EACH PAN = 835'-0" 34" 36 KSI TIE RODS IN EACH PAN = 835'-0"±

AutoCAD SHX TextS2

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AutoCAD SHX TextT/WHARF WALL EL. +585.5'

AutoCAD SHX TextW.L.EL. +581.0'EL. +581.0'

AutoCAD SHX TextTIE RODS EL. +582.0'

AutoCAD SHX TextMUDLINE EL. +552.0'±

AutoCAD SHX Text%%UWHARF PLAN VIEW S1-A

AutoCAD SHX TextSCALE: 1/16"=1'-0"

AutoCAD SHX TextPILE TIP EL. +535.5'±

AutoCAD SHX Text(4) PAIRS PZC25 = 18'-6"%%P

AutoCAD SHX Text%%UWHARF ELEVATION VIEW S1-B


AutoCAD SHX Text(3) PAIRS PZC25=13'-11"%%P

AutoCAD SHX Text4'x4' TIMBER MUDSILLS WITH 6"x10" CONT. TIMBER CAP (TYP). SEE S2-B

AutoCAD SHX TextGENERAL NOTES AND REQUIREMENTS G1) THESE DRAWINGS ARE FOR THE THIS SITE AND THESE CONDITIONS ONLY AND SHALL NOT BE USED FOR ANY OTHER APPLICATIONS OR SITES. G2) EXISTING CONDITIONS SHOWN IN THE COMPLETE DRAWING SET ARE INDICATED FOR REFERENCE ONLY AND ARE TO BE VERIFIED BY THE CONTRACTOR. IN THE EVENT OF CONFLICTS THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD AND OWNER PRIOR TO BIDDING AND PROCEEDING WITH THE WORK. G3) THE CONTRACTOR SHALL NOTIFY UTILITY LOCATION COMPANIES TO CLEAR ALL UTILITIES PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN DETERMINING ON SITE UTILITY LOCATIONS BY COORDINATING WITH THE OWNER. G4) THE CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPAIR AREAS WITH MORTON SALT PRIOR TO CONSTRUCTION. G5) EXISTING ELEVATIONS AND DATUM ARE FROM FIELD SURVEYS AND ARE PROVIDED AS REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. G6) THE CONTRACTOR SHALL CONTACT THE FOLLOWING AGENCIES TO ENSURE COMPLIANCE WITH RELATED ORDINANCES AND REGULATIONS AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS: -CITY OF CHICAGO: OFFICE OF UNDERGROUND COORDINATION -2016 REGULATIONS FOR SEWER CONSTRUCTION AND STORMWATER MANAGEMENT -CDOT FOR DRIVING SHEETS NEAR EAST BRIDGE ABUTMENT ON EAST 100th STREET. G7) THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND DEMOLITION UNTIL ALL WORK IS COMPLETED. TEMPORARY FALSEWORK AND SHORING SHALL BE PROVIDED IN REQUIRED LOCATIONS WHERE EXISTING CONSTRUCTION WILL REMAIN. IN ADDITION, THE CONTRACTOR SHALL PROVIDE STABILITY OF THE STRUCTURE UNTIL ERECTION AND CONSTRUCTION IS COMPLETE AS SHOWN ON THE DRAWINGS. NO PORTION OF THE

AutoCAD SHX Text PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR'S TEMPORARY FALSEWORK. G8) PRIOR TO THE START OF THE WORK, VERIFY THAT THE SCOPE OF WORK INDICATED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS IS ACCURATE WITH ACTUAL SITE CONDITIONS. IN ADDITION, THE CONTRACTOR SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, OR UTILITY EMBEDDED (OR NOT EMBEDDED). G9) THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING DEMOLISHED MATERIALS AND OR EXISTING FILL FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS. G10) THE CONTRACTOR SHALL NOT DISCHARGE ANY HAZARDOUS MATERIALS INTO THE WATER AND SHALL BE RESPONSIBLE FOR CONTAINMENT AND REMOVAL OF ALL DEBRIS, CONCRETE LAITANCE, OR OTHER DELETERIOUS MATERIALS. G11) CONTRACTOR SHALL NOTE DWG. GA1 AND SP4 FOR EXISTING CONDITIONS AND SUBSTRUCTURE APPROXIMATE LOCATIONS. NOTE THIS DOES NOT SHOW ALL SUBSTRUCTURE FEATURES FROM THE PREVIOUSLY INSTALLED WALL IN OTHER LOCATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. THE UW INSPECTION AND EXISTING CONDITIONS DRAWING GA1 DRAWING SHOWS WALL VERTICALITY AND HORIZONTAL DISPLACEMENTS TO ASSIST IN DRIVING ACCURACY AND STRATEGIES AND SHOW AREAS OF RISK ON THE EXISTING WALL. G12) ALL PERSPECTIVE BIDDERS SHALL ATTEND A MANDATORY SITE VISIT TBD BY MORTON SALT. G13) CONTRACTOR SHALL REFER TO THE FOLLOWING UNDERWATER INSPECTION & CONDITION ASSESSMENT REPORTS: -SMITH LASALLE UW REPORT & VIDEO DATED JUNE 29, 2018 -GHD MORTON SALT EXISTING SEA WALL CONDITION ASSESSMENT REPORT DATED JULY 18, 2017 -RUBINO ENGINEERING, INC. GEOTECHNICAL REPORT DATED MAY 21, 2018.

AutoCAD SHX TextNEW BOLLARD (5) TOTAL; SEE S2-D (TYP)

AutoCAD SHX TextSEE S3-A (TYP)

AutoCAD SHX TextSEE S3-B (TYP)

AutoCAD SHX TextCHANNEL SIDE

AutoCAD SHX TextSEE S3-C (TYP)


AutoCAD SHX TextSEE S3-K FOR FENDER SYSTEM - MATCH EXISTING (TYP)

AutoCAD SHX TextNOTE: CONTRACTOR SHALL MATCH RECENT REPAIRED WALL FROM STA-6+46.5 TO STA-7+91

AutoCAD SHX TextSLIP SIDE

AutoCAD SHX TextSEE S3-L FOR LADDER DETAIL (2 LOCATIONS)



AutoCAD SHX TextSEE S3-M (TYP)

AutoCAD SHX TextSEE S2-C (TYP)

AutoCAD SHX TextSEE S2-F (TYP)




AutoCAD SHX Text9+85%%P



AutoCAD SHX TextNEW CONSTRUCTION COMPLETED PREVIOUSLY-DO NOT DISTURB

AutoCAD SHX TextNEW CONSTRUCTION LIMITS INCLUDE THE FOLLOWING STATIONS: 0+00 TO 6+60 = 660 L.F. 7+85 TO 10+86 = 301 L.F.


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AutoCAD SHX TextPZC 25 HIGH STRENGTH STEEL SHEET PILE OR EQUIVALENT COLD FORMED SECTION (TYP)









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AutoCAD SHX TextWHARF SECTION AND DETAILS

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AutoCAD SHX TextSLI


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AutoCAD SHX TextTIE RODS EL. +582.0'

AutoCAD SHX TextMUDLINE EL. +552.0'±

AutoCAD SHX TextPILE TIP EL. +535.5'±

AutoCAD SHX Text%%UTYPICAL WHARF SECTION VIEW S2-A


AutoCAD SHX Text%%UTYP. MUDSILL DETAIL S2-B


AutoCAD SHX TextTIE RODS

AutoCAD SHX TextEL. +580.0'

AutoCAD SHX TextSLOPE DIRT GRADE (SEE CIVIL DRAWINGS)

AutoCAD SHX Text6"x10"' TIMBER CAP CONTINUOUS (TYP)

AutoCAD SHX TextSTR. EXCAVATION

AutoCAD SHX TextEL. +576.0'

AutoCAD SHX TextIDOT CA 6 COMPACT IN 8" LIFTS TO 95% MAX. DENSITY BASED ON ASTM D1557 THE MODIFIED PROCTOR METHOD (TYP)

AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1 " DIAMETER TIE 34" DIAMETER TIERODS WITH TURNBUCKLES (TYP)

AutoCAD SHX TextPZ 27 ANCHOR WALL CONT. (TYP)

AutoCAD SHX TextEXISTING WHARF WALL TO REMAIN (TYP). SEE GA1 FOR EXISTING CONDITIONS.

AutoCAD SHX TextSPIKE CAP AT MUDSILL (TYP)

AutoCAD SHX Text4'x4' TIMBER MUDSILL (TYP)

AutoCAD SHX TextCONT. 6"x10" TIMBER CAP (ROUND EDGES)

AutoCAD SHX TextSEE S2-B (LOCATE MUDSILLS AT MIDSPAN OF ROD)

AutoCAD SHX Text%%UTYP. TIE ROD/WALE DETAIL S2-E


AutoCAD SHX TextSTRUCTURAL STEEL NOTES NOTE: IN CASE OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES OR EXISTING CONDITIONS CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK. A) DESIGN, FABRICATION AND ERECTION OF THE STEEL SHEET PILES SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: - ASTM A6 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR ROLLED ASTM A6 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR ROLLED STRUCTURAL STEEL BARS, PLATES, SHAPES AND SHEET PILING. - ASTM A328/A328M STANDARD SPECIFICATION FOR STEEL SHEET PILES ASTM A328/A328M STANDARD SPECIFICATION FOR STEEL SHEET PILES - ANSI/AWS D1.1:2010 "STRUCTURAL WELDING CODE-STEEL" ANSI/AWS D1.1:2010 "STRUCTURAL WELDING CODE-STEEL" - AISC "MANUAL OF STEEL CONSTRUCTION- ASD 14TH EDITION. AISC "MANUAL OF STEEL CONSTRUCTION- ASD 14TH EDITION. - ACI 318 BUILDING CODE ACI 318 BUILDING CODE - CONCRETE REINFORCING STEEL INSTITUTE CONCRETE REINFORCING STEEL INSTITUTE - IDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION 2016 IDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION 2016 B) DESIGN UNIT STRESSES & MATERIALS SHALL BE AS FOLLOWS: - STRUCTURAL STEELS STRUCTURAL STEELS - STEEL SHT. PILING - ASTM A572 (Fy=50 KSI) STEEL SHT. PILING - ASTM A572 (Fy=50 KSI) - DESIGN FOR SURCHARGE LOAD OF SHEET PILE WHARF: 240 PSF DESIGN FOR SURCHARGE LOAD OF SHEET PILE WHARF: 240 PSF - REQUIRED SECTION MODULUS - Sx = 106.3 IN³ PER SINGLE SECTION REQUIRED SECTION MODULUS - Sx = 106.3 IN³ PER SINGLE SECTION PER SINGLE SECTION - PLATE - ASTM A36 (Fy= 36 KSI) PLATE - ASTM A36 (Fy= 36 KSI) - BOLTS - ASTM A325, HOT DIPPED GALVANIZED BOLTS - ASTM A325, HOT DIPPED GALVANIZED - W SHAPES - ASTM A992, (Fy= 50 KSI) W SHAPES - ASTM A992, (Fy= 50 KSI) - ANGLES - ASTM A36 (Fy= 36 KSI) ANGLES - ASTM A36 (Fy= 36 KSI) - HSS RECTANGULAR TUBES - ASTM A500 GR. B, (Fy= 46 KSI) HSS RECTANGULAR TUBES - ASTM A500 GR. B, (Fy= 46 KSI) - ROUND PIPE - ASTM A500 GR. B, (Fy= 42 KSI) ROUND PIPE - ASTM A500 GR. B, (Fy= 42 KSI) - ELECTRODES E7018 LOW HYDROGEN (FIELD WELDING) ELECTRODES E7018 LOW HYDROGEN (FIELD WELDING) - TIMBER SHALL INCLUDE PRESSURE TREATED SOUTHERN YELLOW PINE NO. 1 OR BETTER, TIMBER SHALL INCLUDE PRESSURE TREATED SOUTHERN YELLOW PINE NO. 1 OR BETTER, TREATED PER WOOD PRESERVATIVE ASSOCIATION. - TIE RODS SHALL BE MINIMUM 36 KSI STEEL TIE RODS SHALL BE MINIMUM 36 KSI STEEL - COAT ALL TIE RODS PER DETAILS WITH COAL TAR EPOXY, SUBMIT FOR APPROVAL COAT ALL TIE RODS PER DETAILS WITH COAL TAR EPOXY, SUBMIT FOR APPROVAL C) ALL MATERIAL SHALL CONFORM TO THE LATEST EDITION OF ASTM STANDARD SPECIFICATIONS D) PROVIDE ALL STRUCTURAL STEEL NOTED ON THE DRAWINGS. ALL STEEL SHALL BE NEW STOCK AND FULL LENGTH PIECES. E) FABRICATION OF SHOP CONNECTIONS SHALL BE AS SHOWN ON THE DRAWINGS. F) ALL WELDING SHALL BE COMPLETED BY AWS QUALIFIED WELDERS TO PERFORM THE TYPES OF WORK REQUIRED. G) SPLICES AND CONNECTIONS SHALL BE PERMITTED ONLY AS SHOWN ON THE DRAWINGS. H) FABRICATOR SHALL PROVIDE THREE 100% COMPLETE SHOP DRAWING PACKAGES TO THE ENGINEER FOR REVIEW. NO PARTIAL PACKAGES WILL BE ACCEPTED. I) MILL CERTIFICATES AND CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED TO THE ENGINEER FOR ALL STEEL SHEETS, BEAMS, PIPE, PLATE AND OTHER HARDWARE LISTED UNDER MATERIAL SECTION OR AS SHOWN ON THE DRAWINGS PRIOR TO FABRICATION. WHERE POSSIBLE ALL MATERIALS SHALL BE DOMESTIC MADE AS LISTED UNDER MATERIALS SECTION OR AS SHOWN ON THE DWGS. J) STRUCTURE IS NOT STABLE UNTIL ALL BRACING AND COMPONENTS ARE ERECTED AND INSTALLED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UNFINISHED WORK DURING CONSTRUCTION. K) ALL STEEL SHALL BE COATED EXCEPT THE SHEET PILES AS NOTED ON THE DETAILS. M) PERMISSIBLE TO SUBSTITUTE THE PZC 25 SECTION FOR AN EQUIVALENT COLD FORMED SECTION MEETING SECTION MODULUS AND THICKNESS PROPERTIES. SUBSTITUTED SECTION SHALL MATCH TIE ROD SPACING AND GENERAL ARRANGEMENT AND SHALL BE INDICATED ON THE SHOP DRAWINGS AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.



AutoCAD SHX Text WALE EL. +582.0'WALE EL. +582.0'

AutoCAD SHX TextSEE S2-D FOR BOLLARD DETAILS

AutoCAD SHX TextBT " 38" (TYP)

AutoCAD SHX Text(2)C10x15.3 C10x15.3 WALE (TYP)

AutoCAD SHX Text316"

AutoCAD SHX Text316"

AutoCAD SHX TextTYP

AutoCAD SHX TextAASHTO NO. 57 OR IDOT CA-8 BACKFILL BETWEEN EXISTING BULKHEAD AND NEW WALL FULL HEIGHT FROM MUDLINE TO TOP OF WALL (TYP)

AutoCAD SHX Text%%UMOORING BOLLARD DETAIL S2-D


AutoCAD SHX Text50 TON GROUTED BOLLARD WITH (4) 1 " 34" ANCHOR RODS (TYP)

AutoCAD SHX TextPIPE 12.75x0.344x50'-0" PILE BATTERED AT 3:1 (TYP) AT EACH BOLLARD



AutoCAD SHX Text WALE EL. +582.0'WALE EL. +582.0'

AutoCAD SHX TextSEE S2-E FOR TIE ROD DETAILS



AutoCAD SHX TextSTRUCTURAL CONCRETE NOTES 1) ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 (Fy=60 KSI). ALL BARS SHALL BE EQUALLY SPACED UNLESS NOTED OTHERWISE. ALL REINFORCING SHALL BE TIED OFF 100%. ALL REINFORCING SHALL BE EPOXY COATED CONFORMING TO ASTM A934 (PURPLE). 2) CONCRETE MIX SHALL BE STRUCTURAL CLASS IN ACCORDANCE WITH ACI SPECIFICATIONS. CONTRACTOR SHALL SUBMIT AN IDOT OR SIMILAR MIX DESIGN FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. COARSE AGGREGATE SIZE SHALL BE -INCH TO 1-INCH IN SIZE. 34-INCH TO 1-INCH IN SIZE. 3) USE TYPE I/II PORTLAND CEMENT. MIX DESIGN SHALL BE IAW IDOT CLASS BS REQUIREMENTS. ACTUAL PORTLAND CEMENT CONTENT SHALL BE MINIMUM OF 605 POUNDS PER CUBIC YARD FOR ALL CONCRETE USED. SUBMIT FOR APPROVAL. 4) MIX DESIGN SHALL HAVE 4000 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH. 5) ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE REINFORCED STRUCTURES (ACI 315-99). CONTRACTOR SHALL PREPARE AND SUBMIT 100% COMPLETE SHOP DRAWINGS FOR ALL CONCRETE REINFORCING STEEL TO THE ENGINEER FOR REVIEW. 6) APPLY WAX BASED CURING COMPOUND ON EXPOSED BOLLARD BASES AFTER STRIPPING FORMS. 7) ALL FORMWORK SHALL BE COATED WITH FORM RELEASE AGENT PRIOR TO PLACEMENT. 8) ALL FORMS SHALL BE FREE FROM DEFECTS.

AutoCAD SHX TextSEE S3-H

AutoCAD SHX Text3"

AutoCAD SHX Text18.5"

AutoCAD SHX TextSEE S3-J FOR ANCHOR ROD DETAIL

AutoCAD SHX Text3

AutoCAD SHX Text1

AutoCAD SHX TextNOTE: FENDER BLOCK NOT SHOWN FOR CLARITY, SEE S3-K

AutoCAD SHX TextINSTALL #6 BARS 9" O/C EACH WAY TOP AND BOTTOM (TYP)


AutoCAD SHX TextA



AutoCAD SHX TextPAVED LOADING APRON (NOTE ANCHOR WALL COULD LAND IN PAVED SECTION AREA)

AutoCAD SHX TextNO SPLICING OF SHEET PILES PERMITTED (TYP)

AutoCAD SHX Text4-#6 HORZ BARS EACH FACE-16 TOTAL

AutoCAD SHX Text%%USKEWED CORNER DETAIL S2-C


AutoCAD SHX Text x5 x0'-8" TOP AND 12x5 x0'-8" TOP AND 12x0'-8" TOP AND BOTTOM (TYP)

AutoCAD SHX Text316

AutoCAD SHX TextTYP

AutoCAD SHX Text1" A325 WALE BOLT ATEVERY SHEET IN SKEWED SECTION AS SHOWN

AutoCAD SHX Text%%USTA-10+93 CORNER DETAIL S2-F


AutoCAD SHX Text1" A325 WALE BOLT WITH58" STIFF's, SEE S3-M

AutoCAD SHX TextCONTRACTOR SHALL PROVIDE FOR POSITIVE SHEET PILE CONNECTION TO EXISTING CONCRETE DOLPHIN CAP EXTENDING TO MUDLINE-SUBMIT TO ENGINEER FOR REVIEW.

AutoCAD SHX TextEXISTING CONCRETE DOLPHIN CAP EXTENDING TO MUDLINE.


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AutoCAD SHX TextTIE ROD ANCHOR 1 x6x0'-7" (TYP)12x6x0'-7" (TYP)

AutoCAD SHX TextTIE ROD ANCHOR 1 x3 x0'-9" (TYP)12x3 x0'-9" (TYP)12x0'-9" (TYP)

AutoCAD SHX TextPZ 27 ANCHOR WALL SHEETS

AutoCAD SHX TextPZC 25 WHARF WALL SHEETS

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AutoCAD SHX Text1 " TIE RODS COAL 34" TIE RODS COALTAR EPOXY COAT ENTIRE ROD (TYP)

AutoCAD SHX Text2-C10x15.3 WALE (TYP)

AutoCAD SHX Text x4x0'-6" 34x4x0'-6" (TYP)


AutoCAD SHX Text12" SPACER AT ALL TIE RODS (TYP)

AutoCAD SHX Text x4x0'-6" 34x4x0'-6" (TYP)


AutoCAD SHX Text1" A325 WALEBOLT (TYP)

AutoCAD SHX Text1" A325 WALEBOLT 6'-0" O/C (TYP)

AutoCAD SHX Text12" SPACER 's AT ALL TIE RODS SEE S3-G (TYP)

AutoCAD SHX Text%%UWALE SPLICE DETAIL S3-D


AutoCAD SHX Text2- x6 x1'-0 " 516x6 x1'-0 " 12x1'-0 " 12" (TYP)

AutoCAD SHX Text(8) " A325 34" A325BOLTS (TYP)

AutoCAD SHX Text2C10 (TYP). SPLICES AT 20' MIN. 60' MAX.

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AutoCAD SHX Text12" SPACER SEE S3-G (TYP)

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AutoCAD SHX Text(2) " SPLICE 516" SPLICE 's EA. 2C10 (TYP)

AutoCAD SHX Text%%UWALE SPACER PLATE DETAIL S3-G


AutoCAD SHX Text x4x0'-8" WALE 12x4x0'-8" WALE SPACER (TYP)

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AutoCAD SHX Text%%UTIE ROD PROTECTION DETAIL S3-H


AutoCAD SHX TextFRONT FACE OF PZC SHEET


AutoCAD SHX Text TIE RODTIE ROD

AutoCAD SHX TextL4x4x " ANGLE 14" ANGLE BETWEEN SHEETS (TYP)

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AutoCAD SHX Text%%UTIE ROD DETAIL S3-F


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AutoCAD SHX TextANCHOR (TYP)

AutoCAD SHX TextPIPE 2 x0.2578x0.25

AutoCAD SHX Text1 " TIE ROD34" TIE ROD

AutoCAD SHX TextFILL ANNULUS WITH COAL TAR EPOXY (TYP)

AutoCAD SHX TextL6x6x " CONT. 38" CONT.CORNER ANGLE (TYP)



AutoCAD SHX Text2-2C10 WALE SEE; S3-B (TYP)

AutoCAD SHX TextTIE ROD SEE; S3-B (TYP)

AutoCAD SHX TextBASCULE BRIDGE ABUTMENT


AutoCAD SHX Text2-C10x15.3 WALE (TYP)


AutoCAD SHX TextSTEEL SHEET PILING NOTES 1. CONTRACTOR SHALL MAINTAIN A PILE DRIVING RECORD FOR EACH SHEET PILE DRIVEN. CONTRACTOR SHALL MAINTAIN A PILE DRIVING RECORD FOR EACH SHEET PILE DRIVEN. INDICATE ON THE INSTALLATION RECORD: INSTALLATION DATES AND TIMES, TYPE AND SIZE OF HAMMER, RATE OF OPERATION, TOTAL DRIVING TIME, DIMENSIONS OF DRIVING HELMET AND CAP USED, PILE LOCATIONS, TIP ELEVATIONS, AND CUT-OFF ELEVATIONS. RECORD ANY UNUSUAL PILE DRIVING PROBLEMS DURING DRIVING. SUBMIT COMPLETE RECORDS TO THE ENGINEER. 2. TAKE ADEQUATE PRECAUTIONS TO ENSURE THAT PILES ARE DRIVEN PLUMB. WHERE TAKE ADEQUATE PRECAUTIONS TO ENSURE THAT PILES ARE DRIVEN PLUMB. WHERE POSSIBLE, DRIVE PILES WITH THE BALL END LEADING. IF AN OPEN SOCKET IS LEADING, A BOLT OR SIMILAR OBJECT SHALL BE PLACED IN THE BOTTOM OF THE INTERLOCK TO MINIMIZE PACKING MATERIAL INTO IT AND EASE DRIVING FOR THE NEXT SHEET. IF AT ANY TIME THE FORWARD OR LEADING EDGE OF THE PILING WALL IS FOUND TO BE OUT-OF-PLUMB IN THE PLANE OF THE WALL THE PILING BEING DRIVEN SHALL BE DRIVEN TO THE REQUIRED DEPTH AND TAPERED PILINGS SHALL BE PROVIDED AND DRIVEN TO INTERLOCK WITH THE OUT-OF-PLUMB LEADING EDGE OR OTHER APPROVED CORRECTIVE MEASURES SHALL BE TAKEN TO INSURE THE PLUMBNESS OF SUCCEEDING PILINGS. THE MAXIMUM PERMISSIBLE TAPER FOR ANY TAPERED PILING SHALL BE INCH PER FOOT OF LENGTH. 18 INCH PER FOOT OF LENGTH. 3. NO SPLICING OF SHEET PILES IS ALLOWED UNLESS APPROVED BY THE ENGINEER. NO SPLICING OF SHEET PILES IS ALLOWED UNLESS APPROVED BY THE ENGINEER. CONTRACTOR SHALL SUBMIT DRIVING PLAN PRIOR TO CONSTRUCTION. ALL SHEET PILES SHALL BE NEW WITH NO DEFECTS. 4. THE CONTRACTOR SHALL INSPECT THE WORK DURING PILE DRIVING. ALL PILES WILL THE CONTRACTOR SHALL INSPECT THE WORK DURING PILE DRIVING. ALL PILES WILL BE INSPECTED FOR COMPLIANCE WITH TOLERANCE REQUIREMENTS. BRING ANY UNUSUAL PROBLEMS WHICH MAY OCCUR TO THE ATTENTION OF THE ENGINEER. INSPECT THE INTERLOCKED JOINTS OF DRIVEN PILINGS EXTENDING ABOVE GROUND. PILINGS FOUND TO BE OUT OF INTERLOCK SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE SHEET PILES INCLUDING CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE SHEET PILES INCLUDING HARDWARE, WALES, NUMBER OF SHEETS AND LENGTH. ALL MATERIAL SHALL BE NEW AND IN GOOD CONDITION. CONTRACTOR SHALL SUBMIT DRIVING PLAN FOR REVIEW PRIOR TO CONSTRUCTION.

AutoCAD SHX Text%%UANCHOR ROD DETAIL S3-J


AutoCAD SHX TextTHREAD

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AutoCAD SHX TextA563DH OR A194-2H HEAVY HEX NUT WITH F436 FLAT WASHER

AutoCAD SHX Text1 " F1554 HDG GR. 34" F1554 HDG GR.36 ANCHOR ROD.

AutoCAD SHX Text(2)A563DH OR A563DH OR A194-2H HEAVY HEX NUTS WITH F436 FLAT WASHER

AutoCAD SHX Text x6x0'-6"58x6x0'-6"

AutoCAD SHX TextSEE S3-D (TYP)

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AutoCAD SHX Text20"x16" SOFTWOOD TREATED CONTINUOUS FENDER BLOCK WITH (2) L8x4 ANGLES AND THRU BOLTS (CONTRACTOR TO VERIFY SIZE IN FIELD AND MATCH EXISTING (TYP)


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AutoCAD SHX Text34" RODS SPACED AT 1'-3"C/C VERTICALLY. INSTALL AS MANY AS PRACTICAL ABOVE WATERLINE (TYP)


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AutoCAD SHX Text3 1/2"

AutoCAD SHX TextSEE S3-D (TYP)

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AutoCAD SHX TextNOTE: CONTRACTOR SHALL CONTACT CDOT TO DETERMINE LOCATION OF EXISTING BRIDGE SUBSTRUCTURE FOOTING

AutoCAD SHX Text%%USKEWED TIE ROD DETAIL S3-M


AutoCAD SHX Text2 " PIPE-SEE 78" PIPE-SEES3-F (SIM). EXTEND PAST 2C10

AutoCAD SHX Text(2) " STIFF.'s AT 58" STIFF.'s AT EACH TIE ROD (TYP)

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AutoCAD SHX Text1 " TIE ROD34" TIE ROD


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AutoCAD SHX Text%%uPHOTO NO. 2 STA-0+00 BRIDGE ABUTMENT

AutoCAD SHX Text%%uPHOTO NO. 3 LOOKING SOUTH NOTE WALL MISALIGNMENT

AutoCAD SHX Text%%uPHOTO NO. 6 STA-10+93 CONCRETE DOLPHIN CAP

AutoCAD SHX Text%%uPHOTO NO. 5 STA-9+60 SOUTH WALL CHAMFER

AutoCAD SHX Text%%uPHOTO NO. 1 OVERALL VIEW OF WALL LOOKING EAST

AutoCAD SHX Text%%uPHOTO NO. 4 LOOKING NORTH NOTE WALL MISALIGNMENT


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Location Map.Exhibit A.pdfSheets and ViewsSP1

Site Plan.Exhibit B.pdfSheets and ViewsSP2

Wall Photo.Exhibit C.pdfSheets and ViewsModel

02 Joint Permit Application _.pdfMortonSalt_Calumet_Permit_Submitt_Joint App_Phase BAPPENDIX B_Site Plan.pdf291SP1.pdfSheets and ViewsSK01

291SP2-R8.pdfSheets and ViewsSP2

Blocks.pdfJoint Application Permit ResponsesBlock 8: Project DescriptionBlock 9: Purpose and Need for ProjectBlock 10: Reason for DischargeBlock 11: Type and Amount of Material Being DischargedBlock 12: Surface Area in Acres to be FilledBlock 13: Description of Avoidance, Minimization and CompensationBlock 15: Portion of Work Already Complete

Application_Permit_190117Complete structural and site plans.pdfSheets and ViewsSP2

291_SP3.pdfSheets and ViewsSP3


291_GA1.pdfSheets and ViewsModel

291_S1.pdfSheets and ViewsModel




291_P1.pdfSheets and ViewsModel


8 PROJECT DESCRIPTION Include all features: See Appendix A9 PURPOSE AND NEED OF PROJECT: See Appendix A10 REASONS FOR DISCHARGE: See Appendix A11 TYPES OF MATERIAL: 11 CUBIC YARDS: See Appendix A12 SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS FILLED See Instructions: See Appendix A13 DESCRIPTION OF AVOIDANCE MINIMIZATION AND COMPENSATION See instructions: See Appendix A14: Date to Commence: January 28, 2019Date to Completed: June 28 2019

15: Yes: OffNo: YesMonth and Year:

Issuing: a: US Army Corps of Engineers, Chicago Districtb: Illinois Department of Natural Resourcesc: Illinois Environmental Protection Agencyd:

Approval: a: b: c: d:

ID: a: LRC-2017-124b: C20180037c: C-0189-18d:

AppDate: a: 8/24/18b: 8/24/18c: 8/27/18d:

ApprovalDate: a: b: c: d:

Denial: a: b: c: d:

16: Yes: YesNo: Off

Date_2: January 24, 2019Date_3: January 24, 2019Date_4: IL Environmental Protection_2: OnApplicants Copy_2: On

02 december 2009 - dnr.illinois.gov · smith lasalle, inc., on behalf of morton salt, inc., submits...

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