W912P621P0014-0005.pdf

PDF 9 MB Posted Sep 26, 2021

Attached to: CONSTRUCTION OF ENCLOSURE AT 2A RACEWAY AT THE FISH BARRIER LOCATED IN ROMEOVILLE, IL
Solicitation number: W912P621B0014
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 28, 2023

This notice announces a solicitation for the construction of an enclosure at the 2A Raceway Fish Barrier located in Romeoville, Illinois. The project involves constructing enclosures over the Barrier 2A raceway and rectifiers, as well as grounding of bus bars, lighting, and heating. The solicitation package is available for download only. Competition is restricted to small businesses with a size standard of $39.5 million. Bids are due by the date specified in the solicitation package. The contracting office is the U.S. Army Corps of Engineers Chicago District located in Chicago, Illinois.

View the file

Other files

File	Type	Posted
Boring Information 1.pdf	PDF	Sep 23, 2021
W912P621B0014 2A Raceway Enclosure Amendment 0004.pdf	PDF	Sep 23, 2021
W912P621B0014 2A Raceway Enclosure Amendment 0003.pdf	PDF	Sep 17, 2021
Boring Information.pdf	PDF	Sep 17, 2021
W912P621B0014 2A Raceway Enclosure Amendment 0002.pdf	PDF	Sep 16, 2021
Fish Barrier 2A Enclosure W912P621B0014 Amendment 0001 Supplemental files .pdf	PDF	Sep 14, 2021
W912P621B0014 Amendment 0001 2A Raceway Enclosure .pdf	PDF	Sep 14, 2021
W912P621B0014_114466_Fish Barrier 2A Raceway Enclosure RTA Plans (July-13-2021).pdf	PDF	Aug 19, 2021
W912P621B0014_114466_2A_Raceway_Enclosure_RTA_SPECS(19-Aug-21).pdf	PDF	Aug 19, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to provide response for contractor questions, edit specif ications, edit plans, and extend bid opening date.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 26-Sep-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P621B0014

X 9B. DATED (SEE ITEM 11)

18-Aug-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-Sep-2021

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P621B0014

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

A. SOLICITATION CHANGES:

1. By this amendment the bid schedule has been changed as follows:

The required response date/time has changed from 27-Sep-2021 09:00 AM to 28-Sep-2021 09:00 AM

B. CONTRACTOR’S INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s inquiries.

1. What is the site elevation of 0’ – 0” noted on the structural and architectural plans?

o The contractor shall see sheets C-102 and C-103 for the existing site elevations. The raceway enclosure t/slab shall match the elevation of the existing raceway t/slab and the rectifier enclosure t/slab shall match the existing Barrier 2A building t/slab.

2. Note 1 on sheets C-102, 103, 104 & 105 states that all existing underground utility or grounding manholes and handholes shall be brought flush with top of pavement. It does not appear the manholes or handholes are identified or quantified. What shall we assume is the scope of work for this item?

We would suggest an allowance should be established for this undefined work item.

o The known manhole(s) within the paving area are called out via notes on C- 102 through C-105.

Payment for these items should be covered as incidental to CLIN 0002. If additional utilities were to be discovered during work beyond those identified than the plans these items would be additions to the contract work.

3. Note 4 on sheets C-102, 103, 104 & 105 states it is the contractor’s responsibility to compact subgrade soils by whatever means is necessary to meet requirements of the specification. However, no subgrade soil information was provided. Is geotechnical information available on the subgrade soil type(s) present?

o The contractor shall see the attached ‘Boring Information” package for the existing Geotechnical information. This information was provided in a previous AMD.

4. Foundation Note 12 on sheets S-001 requires the contractor to protect existing foundations by shoring, bracing or underpinning. Due to the very tight space constraints on this project and the anticipated 24” - 30” excavation to bedrock existing raceway and equipment slabs will be subject to undermining during excavation for foundations. Refer to foundation details B1, B5, E1 and E3 on S-301. Granular base under the slabs will runout and Underpinning will be required. Can steel shoring elements be used. Can they be sacrificial (cast into underpin)? Or are there special non-conductive requirements for underpinning?

o Steel shoring elements may be used, any elements left in place shall be cutoff ow grade.

W912P621B0014

C. AMENDED DRAWING AND SPECIFICATIONS:

Drawing Sheet/Specification Change Description C-001,C-101 Expanded Work Limits C-103,C-104 Annotation Update A-104, A-301, A-302 Annotation Update A-104 Annotation Update FA-003 Updated Fire Alarm 1-Line

Metal Building Systems Spec 13 34 19 Edits to Specification section A-102 Annotation Update 28 31 70 Edits to Specification section 01 35 26 Edits to Specification section Section 28 31 70 “Interior Fire Alarm System, Addressable”

Redlined requirements that weren’t applicable to the project.

EPDM Roof Specification Removed from Specifications Added Sheet A-004 Adds Roofing information and requirements.

Added Sheet G-002 Updated Sheet Index.

C-102,C-103,C-104 Added Site elevations Information

End Of amendment 0005

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

2:51:38 PM 9/24/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\08_Arch\114466_G-002.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O J E

C T I

E N

A M

A N

S I

G-002

A D

A M K

G -0

.d g n

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

R A

N A M

R A P .E

S H

E E

T I

N D

E X

V A

N D

E N

B E

R G P .E

V A

N D

E N

B E

R G P .E

P -2

-B -0

W P -2

-C -X

X X

-6

K G J

J U

L Y

CERTIFIED FINAL DOCUMENTS - RTA

S H

E E

T A

D D

E D

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2:44:48 PM 9/24/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\08_Arch\114466_A-004.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O J E

C T I

E N

A M

A N

S I

A-004

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A -0

.d g n

W E

S O

L W

S K I, R .A

P -2

-B -0

W P -2

-C -X

X X

-6

K G J

W E

S O

L W

S K I, R .A

A S

S E

F A P .E

M C

N A

T T

R .A

N E

W S

H E

E T A

D D

E D

J U

L Y

CERTIFIED FINAL DOCUMENTS - RTA

S U

P P

L E

M E

N T

A L R

O O

F M

E M

B R

A N

E N

O T

E S

00, GENERAL REQUIREMENTS.

B. PROVIDE PROTECTION OF INTERIOR SPACES IN ACCORDANCE WITH SECTION 01 00

REQUIREMENTS.

ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND WARRANTY

FORECASTED WEATHER CONDITIONS PERMIT ROOFING SYSTEM TO BE INSTALLED

A. WEATHER LIMITATIONS: PROCEED WITH INSTALLATION ONLY WHEN EXISTING AND

ENVIRONMENTAL REQUIREMENTS

MEMBRANE ROOFING FOR STORAGE, HANDLING AND INSTALLATION.

A. COMPLY WITH THE RECOMMENDATIONS OF THE NRCA APPLICABLE TO SINGLE PLY

DELIVERY, STORAGE AND HANDLING

2. WARRANTY SIGNED BY INSTALLER AND MANUFACTURER.

1. MAINTENANCE MANUALS.

L. CONTRACT CLOSE-OUT SUBMITTALS:

K. TEST REPORTS.

MATERIALS.

J. TEMPORARY PROTECTION PLAN. INCLUDE LIST OF PROPOSED TEMPORARY

I. FIELD REPORTS OF ROOFING INSPECTOR.

2. INSPECTOR QUALIFICATIONS.

1. INSTALLER QUALIFICATIONS.

H. QUALITY ASSURANCE SUBMITTALS:

G. WARRANTY: AS SPECIFIED.

FIRE/WINDSTORM CLASSIFICATION.

MEETS REQUIREMENTS OF FM APPROVALS "ROOFNAV" FOR SPECIFIED

1. INDICATING MATERIALS AND METHOD OF APPLICATION OF ROOFING SYSTEM

F. CERTIFICATES:

1. BASE FLASHINGS AND TERMINATIONS.

INCLUDE PLANS, SECTIONS, DETAILS, AND ATTACHMENTS.

E. SHOP DRAWINGS:

1. //VOLATILE ORGANIC COMPOUNDS PER VOLUME AS SPECIFIED IN

C. //SUSTAINABLE DESIGN SUBMITTALS, AS DESCRIBED BELOW:

7. APPLICATION INSTRUCTIONS.

6. FASTENING REQUIREMENTS.

5. ROOF WALKWAY.

4. ROOFING CEMENT.

3. MEMBRANE SHEET ROOFING AND FLASHING MEMBRANE.

2. ADHESIVE MATERIALS.

1. PRIMER.

B. PRODUCT DATA:

SAMPLES.

A. SUBMIT IN ACCORDANCE WITH SECTION SHOP DRAWINGS, PRODUCT DATA,

SUBMITTALS

C. EXAMINE SAMPLES AND INSTALLATION INSTRUCTIONS OF MANUFACTURER.

APPLICATION OF ROOFING SYSTEM FROM COMMENCING OR CAUSE A ROOF FAILURE.

MOISTURE AND UNLEVEL SURFACES, OR OTHER CONDITIONS THAT WOULD PREVENT

B. DETERMINE ADEQUACY OF DECK ANCHORAGE, PRESENCE OF FOREIGN MATERIAL,

COMPLETED.

A. VERIFY THAT WORK OF OTHER TRADES WHICH PENETRATES ROOF DECK IS

3. INSPECT ROOF DECK AT THIS TIME TO:

CONDITIONS, JOB AND SURFACE READINESS, MATERIAL STORAGE, AND PROTECTION.

PROCEDURES, SPECIFICATION REQUIREMENTS, APPLICATION, ENVIRONMENTAL

2. DISCUSS SPECIFIC EXPECTATIONS AND RESPONSIBILITIES, CONSTRUCTION

OFFICER REPRESENTATIVE (COR).

REPRESENTATIVE,// ROOFING APPLICATOR, CONTRACTOR, AND CONTRACTING

ATTENDED BY THE ROOFING INSPECTOR, //MATERIAL MANUFACTURERS’ TECHNICAL

APPLICATION, HOLD A PRE-ROOFING MEETING ARRANGED BY THE CONTRACTOR AND

1. UPON COMPLETION OF ROOF DECK INSTALLATION AND PRIOR TO ROOFING

D. PRE-ROOFING MEETING:

INCORPORATED IN MANUFACTURER'S WARRANTY.

RECOMMENDED BY MANUFACTURER FOR USE WITH ROOFING SYSTEM AND

1. OBTAIN PRODUCTS FROM SINGLE MANUFACTURER OR FROM SOURCES

C. PRODUCT/MATERIAL REQUIREMENTS:

MANUFACTURER.

BY THE CONTRACTOR OR THE MANUFACTURER AND APPROVED BY THE

REGISTERED ROOF OBSERVER BY THE ROOF CONSULTANTS INSTITUTE (RCI), RETAINED

ENGAGED IN THE SALE OF PRODUCTS. 2. AN INDEPENDENT PARTY CERTIFIED AS A

1. AN AUTHORIZED FULL-TIME TECHNICAL EMPLOYEE OF THE MANUFACTURER, NOT

FOLLOWING:

ISSUE WARRANTY CERTIFICATION. THE ROOFING INSPECTOR TO BE ONE OF THE

REQUIREMENTS OF THIS PROJECT, AND BE APPROVED BY THE MANUFACTURER TO

CONTROL ARTICLE. INSPECTOR IS TO DETERMINE INSTALLER’S COMPLIANCE WITH THE

PERFORM ROOFING OBSERVATION AND INSPECTION SPECIFIED IN FIELD QUALITY

AND MAINTENANCE OF THE SPECIFIED ROOFING SYSTEM WHO IS, QUALIFIED TO

MANUFACTURER TECHNICAL REPRESENTATIVE EXPERIENCED IN THE INSTALLATION

B. INSPECTOR QUALIFICATIONS: INSPECTION OF WORK BY INSPECTOR OR

SCOPES FOR A MINIMUM OF THREE (3) YEARS.

SUPERVISORS WHO HAVE WORKED ON ROOFING PROJECTS OF SIMILAR TYPES AND

WORK UNDER WARRANTY REQUIREMENTS OF THIS SECTION. 3. EMPLOY FULL-TIME

2. A FIRM LICENSED OR APPROVED IN WRITING BY MANUFACTURER TO PERFORM

REQUIRED BY THIS SECTION.

1. A FIRM WITH A MINIMUM OF THREE (3) YEARS’ EXPERIENCE IN TYPE OF WORK

A. INSTALLER QUALIFICATIONS:

QUALITY ASSURANCE

B. HAIL RESISTANCE: //MH

A. FIRE/WINDSTORM CLASSIFICATION: CLASS 1A-//60

MARKINGS.

CONSTRUCTION, AS APPLICABLE. IDENTIFY MATERIALS WITH FM APPROVALS

LISTED IN FM APPROVALS "ROOFNAV" FOR CLASS 1 OR NONCOMBUSTIBLE

4450 AND FM APPROVALS 4470 AS PART OF A ROOFING SYSTEM AND THAT ARE

COMPONENT MATERIALS THAT COMPLY WITH REQUIREMENTS IN FM APPROVALS

5. FM APPROVALS LISTING: PROVIDE ROOFING MEMBRANE, BASE FLASHING, AND

INSPECTING AGENCY TO RESIST UPLIFT PRESSURE CALCULATED ACCORDING TO ASCE

SYSTEMS THAT HAVE BEEN SUCCESSFULLY TESTED BY A QUALIFIED TESTING AND

4. ROOFING SYSTEM DESIGN: PROVIDE ROOFING SYSTEM THAT IS IDENTICAL TO

CODE.

ROOFING SYSTEM IS REQUIRED TO BE DESIGNED PER ASCE 7 BY LOCAL BUILDING

NOTE: RETAIN PARAGRAPH BELOW AND ENTER REQUIRED UPLIFT PRESSURES IF

3. RECOMMENDATIONS OF ANSI/SPRI ES-1 FOR ROOF EDGE DESIGN. SPEC WRITER

PERIMETER FLASHINGS.

2. RECOMMENDATIONS OF FM APPROVALS 1-49 LOSS PREVENTION DATA SHEET FOR

HANDLING AND APPLICATION.

1. RECOMMENDATIONS OF THE NRCA APPLICABLE TO SHEET ROOFING FOR STORAGE,

C. ROOFING SYSTEM DESIGN STANDARD REQUIREMENTS:

4. CONFORMANCE WITH LOCALLY-APPLICABLE REQUIREMENTS.

3. ENERGY INDEPENDENCE AND SECURITY ACT OF 2007 (EISA 2007);

2. ENERGY POLICY ACT OF 2005 (EPA 2005);

MANAGEMENT, DATED JANUARY 24, 2007;

"STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND TRANSPORTATION

SUSTAINABLE BUILDINGS INCORPORATED IN EXECUTIVE ORDER 13423

1. GUIDING PRINCIPLES FOR FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND

MANDATES, WHICH MAY INCLUDE ONE OR MORE OF THE FOLLOWING:

BELOW FOR TYPICAL ROOFING APPLICATIONS BASED UPON CURRENT FEDERAL

AND FIELD EXPERIENCE. SPEC WRITER NOTE: RETAIN ONE OR MORE PARAGRAPHS

AS DEMONSTRATED BY MEMBRANE ROOFING MANUFACTURER, BASED ON TESTING

WITH ONE ANOTHER UNDER CONDITIONS OF SERVICE AND APPLICATION REQUIRED,

A. MATERIAL COMPATIBILITY: PROVIDE ROOFING MATERIALS THAT ARE COMPATIBLE

PERFORMANCE REQUIREMENTS

SHEET ROOFING FULLY ADHERED TO INSULATED FRP PANEL ROOF SYSTEM.

A. THIS SECTION SPECIFIES ETHYLENE INTERPOLYMER (KETONE ETHYLENE ESTER (KEE))

DESCRIPTION

FREE DRAINAGE.

SUBJECT TO FOOT TRAFFIC AND DAMAGE. PROVIDE NOTCHES IN SLEEPERS TO PERMIT

APPROVED BY COR, FOR ROOF AREAS THAT ARE TO REMAIN INTACT, AND THAT ARE

DUCKBOARD WALKWAYS, PLYWOOD PLATFORMS, OR OTHER MATERIALS, AS

D. PROVIDE TEMPORARY PROTECTION OVER INSTALLED ROOFING BY MEANS OF

WORK.

C. PROVIDE FOR REMOVAL OF WATER OR DRAINAGE OF WATER AWAY FROM THE

CONSTRUCTION ACTIVITIES.

SECURELY ANCHOR IN PLACE TO PREVENT BLOW OFF AND DAMAGE BY

MOISTURE ENTERING THE ROOF SYSTEM THROUGH OR BEHIND THE BASE FLASHING.

PERMANENT FLASHINGS ARE NOT IN PLACE TO PROVIDE PROTECTION AGAINST

B. INSTALL TEMPORARY CAP FLASHING OVER THE TOP OF BASE FLASHINGS WHERE

IMMINENT. COMPLY WITH APPROVED TEMPORARY PROTECTION PLAN.

IS HALTED FOR AN INDEFINITE PERIOD, OR WORK IS STOPPED WHEN PRECIPITATION IS

A. INSTALL TEMPORARY PROTECTION AT THE END OF DAY'S WORK AND WHEN WORK

TEMPORARY PROTECTION

D. REMOVE PROJECTIONS THAT MIGHT DAMAGE MATERIALS.

C. SWEEP DECKS TO BROOM CLEAN CONDITION. REMOVE DUST, DIRT OR DEBRIS.

RESUMED. APPLY MATERIALS TO DRY SUBSTRATES.

FROM ANY CAUSE DURING PROGRESS OF THE WORK BEFORE ROOFING WORK IS

B. DRY OUT SURFACES, INCLUDING THE FLUTES OF METAL DECK THAT BECOME WET

INSTALLING ROOFING WORK.

3. DOCUMENT INSTALLATION OF RELATED MATERIALS TO BE CONCEALED PRIOR TO

A. COMPLETE ROOF DECK CONSTRUCTION PRIOR TO COMMENCING ROOFING WORK:

PREPARATION

THEREON UNLESS SYSTEM IS PROTECTED.

PLATFORM, STORAGE OF MATERIALS, OR STAGING OR SCAFFOLDING WILL BE ERECTED

B. DO NOT APPLY ROOFING IF ROOF SURFACE WILL BE USED FOR SUBSEQUENT WORK

BEFORE PROCEEDING WITH ROOFING WORK.

TO ACCEPT SUBSEQUENT ROOFING WORK. CORRECT UNSATISFACTORY CONDITIONS

INSPECTOR TO VERIFY COMPLIANCE WITH PROJECT REQUIREMENTS AND SUITABILITY

A. EXAMINE SUBSTRATES AND CONDITIONS WITH ROOFING INSTALLER AND ROOFING

EXAMINATION

L. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 GRAM/LITER.

K. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 GRAM/LITER.

J. NON-MEMBRANE ROOF SEALANTS: 300 GRAM/LITER.

I. SINGLE-PLY ROOF MEMBRANE SEALANTS: 450 GRAM/LITER.

H. ADHESIVE PRIMER FOR PLASTIC: 650 GRAM/LITER

G. PVC WELDING COMPOUNDS: 510 GRAM/LITER.

F. OTHER ADHESIVES: 250 GRAM/\LITER.

E. SINGLE-PLY ROOF MEMBRANE ADHESIVES: 250 GRAM/LITER.

D. FIBERGLASS ADHESIVES: 80 GRAM/LITER.

C. MULTIPURPOSE CONSTRUCTION ADHESIVES: 70 GRAM/LITER.

B. GYPSUM BOARD AND PANEL ADHESIVES: 50 GRAM/LITER.

A. PLASTIC FOAM ADHESIVES: 50 GRAM/LITER.

CALCULATED ACCORDING TO 40 CFR 59, (EPA METHOD 24):

BARRIER TO COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN

2. //ADHESIVES AND SEALANTS THAT ARE NOT ON THE EXTERIOR SIDE OF WEATHER

HAVING JURISDICTION.

1. LIQUID-TYPE AUXILIARY MATERIALS TO COMPLY WITH VOC LIMITS OF AUTHORITIES

APPROVED LISTED ROOFING SYSTEM, AND COMPATIBLE WITH ROOFING MEMBRANE.

SYSTEM MANUFACTURER FOR INTENDED USE, IDENTICAL TO MATERIALS UTILIZED IN

A. GENERAL: ADHESIVE AND SEALANT MATERIALS RECOMMENDED BY ROOFING

ADHESIVE AND SEALANT MATERIALS

ACCEPTABLE TO MANUFACTURER.

COVERS, LAP SEALANTS, TERMINATION REGLETS, AND OTHER ACCESSORIES

FLASHINGS, PREFORMED INSIDE AND OUTSIDE CORNER SHEET FLASHINGS, T-JOINT

G. MISCELLANEOUS ACCESSORIES: PROVIDE PRIMER, SEALERS, PREFORMED

MANUFACTURER.

MM (3/16 INCH) THICK, AND ACCEPTABLE TO MEMBRANE ROOFING SYSTEM

SLIPRESISTANT, SURFACE-TEXTURED WALKWAY PADS OR ROLLS, APPROXIMATELY 5

F. FLEXIBLE WALKWAYS: FACTORY-FORMED, NONPOROUS, HEAVY-DUTY,

SUBSTRATE.

COMPLYING WITH FM APPROVALS 4470, DESIGNED FOR FASTENING MEMBRANE TO

E. FASTENERS: FACTORY-COATED STEEL FASTENERS AND METAL OR PLASTIC PLATES

WIDE BY 0.05 INCH) THICK, PREPUNCHED.

OR ZINC-COATED STEEL SHEET, APPROXIMATELY 25 MM WIDE BY 13 MM (1 INCH

D. METAL BATTENS: MANUFACTURER'S STANDARD, ALUMINUM-ZINC-ALLOY-COATED

THICK; WITH ANCHORS.

STAINLESSSTEEL OR ALUMINUM BARS, APPROXIMATELY 25 BY 3 MM (1 BY 1/8 INCH)

C. METAL TERMINATION BARS: MANUFACTURER'S STANDARD, PREDRILLED

B. BONDING ADHESIVE: MANUFACTURER'S STANDARD, WATER BASED.

MEMBRANE.

MATERIAL, TYPE, REINFORCEMENT, THICKNESS, AND COLOR AS KEE SHEET

A. SHEET FLASHING: MANUFACTURER'S STANDARD SHEET FLASHING OF SAME

ACCESSORIES

COLOR: WHITE1.

BACKING.

ASTM D6754/D6754M, FABRIC REINFORCED, 1.5 MM (60 MILS) WITH FABRIC

A. KEE SHEET:

KEE MEMBRANE ROOFING

STANDARDS FOR CONSUMER AND COMMERCIAL PRODUCTS

40 CFR 59(2014).........NATIONAL VOLATILE ORGANIC COMPOUND EMISSION

J. ENVIRONMENTAL PROTECTION AGENCY (EPA):

MANUAL

ROOFING CONTRACTORS ASSOCIATION (NRCA): ROOFING AND WATERPROOFING

1-49-20.................LOSS PREVENTION DATA SHEET: PERIMETER FLASHING H. NATIONAL

1-29-20.................LOSS PREVENTION DATA SHEET: ABOVE-DECK ROOF COMPONENTS

1-28-20.................LOSS PREVENTION DATA SHEET: DESIGN WIND LOADS.

NONCOMBUSTIBLE ROOF DECK CONSTRUCTION

(BUR) AND LIQUID APPLIED ROOF ASSEMBLIES FOR USE IN CLASS 1 AND

4470-12.................SINGLE-PLY, POLYMER-MODIFIED BITUMEN SHEET, BUILT-UP ROOF

4450-89.................APPROVED STANDARD FOR CLASS 1 INSULATED STEEL DECK ROOFS

ROOFNAV.................APPROVED ROOFING ASSEMBLIES AND PRODUCTS.

G. FM APPROVALS:

HORIZONTAL AND LOW-SLOPED SURFACES IN THE FIELD

E1980-11(2019)..........TEST METHOD FOR MEASURING SOLAR REFLECTANCE OF

HORIZONTAL AND LOW-SLOPED SURFACES IN THE FIELD

E1918-16................TEST METHOD FOR MEASURING SOLAR REFLECTANCE OF

USING INSPECTION-METER TECHNIQUES

E408-13.................TEST METHODS FOR TOTAL NORMAL EMITTANCE OF SURFACES

E108-20A................TEST METHODS FOR FIRE TESTS OF ROOF COVERINGS

D6754/D6754M-15.........KETONE ETHYLENE ESTER BASED SHEET ROOFING

D. ASTM INTERNATIONAL (ASTM):

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

C. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE): ASCE 7-16...............MINIMUM

USED WITH LOW SLOPE ROOFING SYSTEMS

(ANSI/SPRI): ANSI/SPRI ES-1-03.......WIND DESIGN STANDARDS FOR EDGE SYSTEMS

B. AMERICAN NATIONAL STANDARDS INSTITUTE/SINGLE-PLY ROOFING INSTITUTE

ISSUE OF BIDDING DOCUMENTS APPLY UNLESS OTHERWISE INDICATED.

DESIGNATION ONLY. EDITIONS OF APPLICABLE PUBLICATIONS CURRENT ON DATE OF

EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED IN THE TEXT BY THE BASIC

A. PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE

(TYPES, GRADES, CLASSES,) SPECIFIED IN THE REFERENCED APPLICABLE PUBLICATIONS.

2. UPDATE MATERIAL REQUIREMENTS TO AGREE WITH APPLICABLE REQUIREMENTS

SPECIFICATION PREPARATION.

1. UPDATE APPLICABLE PUBLICATIONS TO CURRENT ISSUE AT TIME OF PROJECT

APPLICABLE PUBLICATIONS SPEC WRITER NOTES:

MANUFACTURER WARRANTY.

THE DATE OF INSTALLATION AND FINAL ACCEPTANCE BY THE GOVERNMENT. SUBMIT

INTERPOLYMER (KEE) ROOFING SYSTEM FOR A MINIMUM OF TEN (10) YEARS FROM

B. MANUFACTURER WARRANTY: MANUFACTURER SHALL WARRANTY THEIR ETHYLENE

CONSTRUCTION”.

A. CONSTRUCTION WARRANTY: COMPLY WITH FAR CLAUSE 52.246-21 “WARRANTY OF

WARRANTY

REFLECTANCE REQUIREMENTS.

MEMBRANE AND RESTORE SURFACE TO LIKE-NEW CONDITION MEETING SOLAR

C. CLEAN OVERSPRAY AND SPILLAGE FROM ADJACENT CONSTRUCTION. CLEAN

CONDITION FREE OF DAMAGE AND DETERIORATION AT TIME OF ACCEPTANCE BY COR.

REPAIR SUBSTRATES; AND REPAIR OR REINSTALL MEMBRANE ROOFING SYSTEM TO A

MEMBRANE ROOFING SYSTEM THAT DOES NOT COMPLY WITH REQUIREMENTS;

REMAINDER OF CONSTRUCTION PERIOD. B. CORRECT DEFICIENCIES IN OR REMOVE

A. PROTECT MEMBRANE-ROOFING SYSTEM FROM DAMAGE AND WEAR DURING

PROTECTING AND CLEANING

SPECIFIED REQUIREMENTS.

PERFORMED TO DETERMINE IF REPLACED OR ADDITIONAL WORK COMPLIES WITH

1. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE

REQUIREMENTS.

RESULTS OR INSPECTIONS INDICATE THAT THEY DO NOT COMPLY WITH SPECIFIED

C. REPAIR OR REMOVE AND REPLACE COMPONENTS OF ROOFING WORK WHERE TEST

1. NOTIFY COR 48 HOURS IN ADVANCE OF DATE AND TIME OF INSPECTION.

TECHNICAL PERSONNEL TO INSPECT ROOFING INSTALLATION ON COMPLETION.

B. FINAL ROOF INSPECTION: ARRANGE FOR ROOFING SYSTEM MANUFACTURER'S

FISHMOUTHS.

SUFFICIENT HAND PRESSURE TO DETECT MARGINAL WELDS, VOIDS, SKIPS, AND

2. PROBE EDGE OF WELDED SEAMS WITH A BLUNT TIPPED INSTRUMENT. USE

OF COR AND MEMBRANE MANUFACTURER'S INSPECTOR.

1. EXAMINE AND PROBE SEAMS IN THE MEMBRANE AND FLASHING IN THE PRESENCE

INSPECTIONS AND TO PREPARE START UP, INTERIM, AND FINAL REPORTS.

COR) FOR A MINIMUM OF //5FULL-TIME DAYS ON SITE TO PERFORM ROOF TESTS AND

A. //ROOFING INSPECTOR: ENGAGE A QUALIFIED ROOFING INSPECTOR (APPROVED BY

FIELD QUALITY CONTROL

ROOF MEMBRANE OR FLASHING. FINISH EDGE OF LAP WITH SEALANT AS SPECIFIED.

101 MM (4 INCHES) BEYOND DAMAGED, CUT, OR REMOVED AREA. HEAT WELD TO

2. COVER REMOVED AREAS, CUTS AND DAMAGED AREAS WITH A PATCH EXTENDING

WRINKLED OR FISH MOUTHED.

1. REMOVE SECTIONS OF KEE SHEET ROOFING OR FLASHING THAT IS CREASED

E. REPAIRS TO MEMBRANE AND FLASHINGS:

FLASHING 101 MM (4 INCHES). FINISH EDGES OF LAPS WITH SEALANTS AS SPECIFIED.

TUBING WITH KEE FLASHING STRIP ADHERED TO BASE FLASHING AND LAPPING BASE

3. INSTALL FLEXIBLE TUBING 1-1/2 TIMES WIDTH OF JOINT OVER JOINT. COVER

EXPANSION JOINT SYSTEM.

2. COORDINATE INSTALLATION WITH METAL EXPANSION JOINT COVER OR ROOF

01-01-21 07 54 16 - 19

1. INSTALL BASE FLASHING ON CURBS AS INDICATED IN CONSTRUCTION DOCUMENTS.

D. INSTALLING BUILDING EXPANSION JOINTS:

JOINTS:

3. APPLY SEALANT TO TOP EDGE OF FLASHING. D. INSTALLING BUILDING EXPANSION

CLAMPS ON PIPES OR OTHER ROUND PENETRATIONS.

OVER 203 MM (8 INCHES) ON CENTERS. USE FASTENING STRIP ON DUCTS. USE PIPE

2. ANCHOR TOP OF FLASHING TO WALLS OR CURBS WITH FASTENERS SPACED NOT

E. INSTALL FLASHING MEMBRANES IN ACCORDANCE WITH NRCA MANUAL.

ROOF MEMBRANES. FINISH EXPOSED EDGES WITH SEALANT AS SPECIFIED.

D. HEAT WELD FLASHING MEMBRANES TOGETHER AND FLASHING MEMBRANES TO

C. LAP ENDS NOT LESS THAN 101 MM (4 INCHES).

ACCORDANCE WITH NRCA MANUAL.

ACCORDANCE WITH NRCA MANUAL. FORM PIPE FLASHING WITH PIPE BOOT IN

B. FORM INSIDE AND OUTSIDE CORNERS OF KEE FLASHING MEMBRANE IN

A. ADHERE FLASHING TO PIPE, WALL OR CURB WITH ADHESIVE.

ROOF MEMBRANE.

LESS THAN 203 MM (8 INCHES) ABOVE ROOF SURFACES AND 101 MM (4 INCHES) ON

1. INSTALL KEE FLASHING MEMBRANES TO PIPES, WALL OR CURBS TO A HEIGHT NOT

C. INSTALLING KEE BASE FLASHING AND PIPE FLASHING:

COVERS OR SEALS.

UNTIL THE FLASHING IS IN A WATERTIGHT CONDITION AND PROVIDE TEMPORARY

CANNOT BE COMPLETELY INSTALLED IN ONE (1) DAY, COMPLETE THE INSTALLATION

A. INSTALL FLASHINGS AS THE MEMBRANE IS BEING INSTALLED. IF THE FLASHING

INSTALLATION OF FLASHING

CLEAN FOR REPAIR PATCH OVER CUT AREA.

4. REPEAT FOR OTHER HALF OF SHEET. CUT VOIDS AND WRINKLES TO LAY FLAT AND

THAT MINIMIZES VOIDS AND WRINKLES.

APPLICATION INSTRUCTION, ROLL THE MEMBRANE INTO THE ADHESIVE IN A MANNER

3. AFTER ADHESIVE HAS SET ACCORDING TO ADHESIVE MANUFACTURER’S

JOINT AREA.

THE MEMBRANE AND THE TOP OF THE DECK WITH ADHESIVE. DO NOT COAT THE LAP

2. FOLD SHEET BACK ON ITSELF AFTER ROLLING OUT AND COAT THE BOTTOM SIDE OF

1. APPLY ADHESIVE IN QUANTITIES REQUIRED BY ROOF MEMBRANE MANUFACTURER.

ADHERED SYSTEM:

MEMBRANE TO DECK OR WALL.

ACCORDANCE WITH MEMBRANE MANUFACTURER'S INSTRUCTIONS ON TOP OF ROOF

FLASHING, EXPANSION JOINTS AND SIMILAR PENETRATIONS AS INDICATED AND IN

1. INSTALL METAL FASTENING STRIP AT THE PERIMETER OF EACH ROOF LEVEL, CURB

H. MEMBRANE PERIMETER ANCHORAGE:

PATCH OVER CUT AREA EXTENDING 101 MM (4 INCHES) BEYOND CUT.

G. REPAIR FISHMOUTHS AND WRINKLES BY CUTTING TO LAY FLAT AND INSTALLING

MARGINAL WELDS, BOND VOIDS, OR SKIPS OCCURS.

F. REPAIR AREAS OF WELDED SEAMS WHERE SAMPLES HAVE BEEN TAKEN OR

6. ANCHOR PERIMETER TO DECK OR WALL AS SPECIFIED.

5. FINISH SEAMS SAME DAY AS THE MEMBRANE IS BEING INSTALLED.

EDGES TO PROVIDE SMOOTH TRANSITION.

4. FINISH EDGES OF LAPS WITH A CONTINUOUS BEVELED BEAD OF SEALANT TO SHEET

3. CHECK SEAMS TO ENSURE CONTINUOUS ADHESION AND CORRECT DEFECTS.

REQUIRED BY ASTM D4434/D4434M.

2. HEAT WELD LAPS. APPLY PRESSURE AS REQUIRED. SEAM STRENGTH OF LAPS AS

BY THE MANUFACTURER.

1. LAP EDGES AND ENDS OF SHEETS 50 MM (2 INCHES) OR MORE AS RECOMMENDED

REMOVE DEFECTIVE AREAS. ALLOW FOR RELAXING BEFORE PROCEEDING.

E. ROLL SHEET OUT ON DECK; INSPECT FOR DEFECTS AS BEING ROLLED OUT AND

D. POSITION THE MEMBRANE SO IT IS FREE OF BUCKLES AND WRINKLES.

FLOW OF WATER IS NOT AGAINST THE EDGES OF THE SHEET.

POINT OF THE ROOF AND WORK TOWARDS THE HIGH POINT. LAP THE SHEETS SO THE

DIMENSION OF THE INSULATION BOARDS. C. COMMENCE INSTALLATION AT THE LOW

B. INSTALL THE MEMBRANE SO THE SHEETS RUN PERPENDICULAR TO THE LONG

WHICH ARE NOT COMPATIBLE WITH KEE AND ITS ADHESION TO THE SUBSTRATE.

CONTAMINATED WITH ASPHALT, COAL TAR, OIL, GREASE, OR OTHER SUBSTANCES

A. DO NOT ALLOW THE MEMBRANE TO COME IN CONTACT WITH SURFACES

INSTALLATION OF ROOFING

(40 DEGREES F) OR LESS.

B. DO NOT APPLY MATERIALS TO SUBSTRATE HAVING TEMPERATURE OF 4 DEGREES C

DEGREES F).

A. DO NOT APPLY MATERIALS WHEN THE TEMPERATURE IS BELOW 4 DEGREES C (40

MATERIALS TO BE COVERED OR INSTALLED:

(DEW, SNOW, ICE, FOG OR FROST) IS PRESENT IN ANY AMOUNT IN OR ON THE

OR RAINY WEATHER, DURING EXCESSIVE WIND CONDITIONS, NOR WHILE MOISTURE

3. EXCEPT FOR TEMPORARY PROTECTION, DO NOT APPLY MATERIALS DURING DAMP

CONDITIONS RECOMMENDED BY MANUFACTURER.

2. APPLY MATERIALS WITHIN TEMPERATURE RANGE AND SURFACE AND AMBIENT

AND MATERIALS.

1. APPLY DRY ROOFING MATERIALS. APPLY ROOFING WORK OVER DRY SUBSTRATES

INSTALLATION CONDITIONS:

ARE INSTALLED CONCURRENTLY TO PERMIT CONTINUOUS ROOFING OPERATIONS. E.

ROOF INSULATION AND SHEET METAL WORK SO THAT INSULATION AND FLASHINGS

D. COORDINATION WITH RELATED WORK: COORDINATE ROOF OPERATIONS WITH

MANUFACTURER'S WRITTEN INSTALLATION RECOMMENDATIONS.

C. MANUFACTURER RECOMMENDATIONS: COMPLY WITH ROOFING SYSTEM

APPLICABLE NRCA MANUAL PLATES AND NRCA RECOMMENDATIONS.

B. NRCA INSTALLATION STANDARD: INSTALL ROOFING SYSTEM IN ACCORDANCE WITH

FOR WOOD NAILERS AND CANTS.

IN FM APPROVALS' LOSS PREVENTION DATA SHEET 1-49, INCLUDING REQUIREMENTS

FIRE/WINDSTORM CLASSIFICATION INDICATED. COMPLY WITH RECOMMENDATIONS

OF A MEMBRANE ROOFING SYSTEM AS LISTED IN FM APPROVAL'S "ROOFNAV" FOR

MATERIALS IN COMPLIANCE WITH REQUIREMENTS IN FM 4450 AND FM 4470 AS PART

FLASHINGS, WOOD CANTS, BLOCKING, CURBS, AND NAILERS, AND COMPONENT

A. FM APPROVALS INSTALLATION STANDARD: INSTALL ROOFING MEMBRANE, BASE

INSTALLATION, GENERAL

POWER QUALITY BUILDING

BARRIER 2A

BUILDING

7 8 9 10 11 12 13 14 15 16 17

P1 P2 P3 P4 P6

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

12:30:27 PM 9/24/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466_A-102.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A-201

A-202

BARRIER 2A

GENERATOR

101A

101C

101E

1-6

1-9

1-41-4

1-11

1-7

A-202

1-15

1-13 1-14

1-14

1-2

1-14

1-15

1-14

1-8

1-18

1-17

1-9

1-19

1-21

1-22

1-14

1-22

1484 SF

RACEWAY

ENCLOSURE

1-9

1-27

101F

101B

1-2

1-5

101G 101H

101I 101J

101L

101N101M

1-12

A-202

M A

T C

H L

E E /A

E /A

A-302

A-201

A-202

1933 SF

RECTIFIER

ENCLOSURE

102A

1-1 1-1 1-1

1-2

1-41-4

1-3

1-7

1-6

1-8DS

1-18

1-21

1-24

1-211-21

1-11

1-25

1-3

102C103A

BARRIER 2A

RECTIFIER #1

BARRIER 2A

RECTIFIER #2

BARRIER 2A

RECTIFIER #3

1-6

1-7

1-14

1-13

M A

T C

H L

E A

A /A

1-301-30

1-30

1-31

NOTES

LEGEND

KEYNOTE

X X

ROOM TAG

AREA (FOR REFERENCE ONLY)

DOOR SYMBOL

COLUMN CENTERLINE

DOWNSPOUT

Room

Rm_Occupancy

X SF

ENCLOSURE

RACEWAY

ENCLOSURE

RECTIFIER

KEY MAP

TRUE N

SCALE: 1/8" = 1' - 0"

RECTIFIER ENCLOSURE FLOOR PLAN

RACEWAY ENCLOSURE FLOOR PLAN

REFER TO ENGINEERING DRAWINGS FOR SCOPE BEYOND

ARCHITECTURE.

SEE SHEET G-002 FOR STANDARD INFORMATION,

INCLUDING ABBREVIATIONS, LEGENDS, SYMBOLS AND

DETAILS.

DIMENSIONS ARE TO OUTSIDE FACE OF WALL/SURFACE.

ALL NOTES AND DETAILS DRAWN AS TYPICAL SHALL BE

APPLICABLE TO ALL SIMILAR CONDITIONS, UNLESS NOTED

OTHERWISE.

COORDINATE REMOVAL/RELOCATION OF EXISTING SITE

SERVICES AS NEEDED TO PERFORM NEW CONSTRUCTION.

RACEWAY AND RECTIFIER ENCLOSURES ASSUMED TO BE

FIBERGLASS SKIN OVER METAL FRAMING CONSTRUCTION.

REFER TO STRUCTURAL DRAWINGS FOR COLUMN

LOCATIONs

1-1 EXISTING RECTIFIER TO REMAIN

1-2 EXISTING BUILDING TO REMAIN

1-3 ALIGN FACE OF NEW ENCLOSURE WITH EXISTING BUILDING

TO REMAIN

1-4 ALIGN FACE OF NEW WALL WITH EDGE OF EXISTING

CONCRETE WALKWAY TO REMAIN

1-5 NEW REMOVEABLE 1" FRP COVER OVER EXISTING RACEWAY.

COVER TO BE SECURED TO EXISTING CONCRETE PARTIAL

HEIGHT WALL AROUND RACEWAY. COVER TO BE PROVIDED

AROUND ELECTRICAL DISCONNECT BOXES AS NECCESSARY.

1-6 EXISTING COLUMNS TO REMAIN, TYP.

1-7 NEW 6" CONCRETE SLAB ON GRADE. REMOVE EXISTING

GRAVEL/SOIL AND PROVIDE COMPACTED UNDERLAYMENT

AS REQUIRED, TYP.

1-8 NEW R-13 INSULATED FRP WALL PANEL OVER METAL

STRUCTURE FRAMING. HEIGHT TO ALLOW ADEQUATE

CLEARANCE TO SERVICE HIGHEST UTILITY. WALL

PLACEMENT SHALL FOLLOW PERIMETER OF EXISTING

RACEWAY WITH 24" CLEAR BETWEEN FACE OF RACEWAY

AND INSIDE FACE OF NEW WALL U.N.O.

1-9 PROIVDE 1" CLEAR SPACE BETWEEN NEW ENCLOSURE WALL

AND EXISTING COLUMN

1-11 EXISTING RACEWAY TO REMAIN

1-12 NEW ELECTRICAL DISCONNECT BOX SHOWN FOR

REFERENCE ONLY. REFER TO ELECTRICAL DRAWINGS FOR

MORE INFORMATION.

1-13 EXISTING CONCRETE CURB TO REMAIN

1-14 EXISTING SITE UTILITIES TO REMAIN

1-15 EXISTING CONCRETE SLAB ON GRADE TO REMAIN

1-17 SITE BOUNDARY WITH CHICAGO SANITARY SHIP CANAL

1-18 PROVIDE WEATHER TIGHT COPMRESSABLE CONNECTIONS

TO EXISTING BUILDING.

1-19 EXISTING SERVICES TO REMAIN. LOCATE NEW WALL CLEAR

OF SERVICES WHICH WILL REMAIN OPERATIONAL.

1-21 REMOVE AND RELOCATE EXISTING SECURITY CAMERA AND

ACCESSORIES. CONTRACTOR SHALL ASSUME TO RELOCATE

CAMERA 20' FOR PRICING PURPOSES. COORDINATE NEW

LOCATION WITH OWNER'S REP, USACE, AND OWNER'S

SECURITY CONSULTANT. PATCH EXISTING METAL PANEL

BUILDING AT LOCATIONS OF SUPPORTS AS NEEDED.

1-22 REMOVE AND RELOCATE EXISTING EXTERIOR LIGHTING.

COORDINATE NEW LOCATION WITH OWNER'S REP AND

USACE. PATCH EXISTING METAL PANEL BUILDING AT

LOCATIONS OF SUPPORTS AS NEEDED. REFER TO

ELECTRICAL DRAWINGS FOR MORE INFORMATION.

1-24 NEW EXTERIOR GRADE 3'W X 7'H HM DOOR AND FRAME. CUT

OPENING IN EXISTING METAL PANEL WALL ASSEMBLY AND

COORDINATE STRUCTURAL MODIFICATIONS WITH

STRUCTURAL ENGINEER. COORDINATE FINAL LOCATION

WITH CUSTOMER AND DESIGN TEAM.

1-25 NEW WALL SHALL BE CONFIGURED AROUND EXISTING

HORIZONTAL STRUCTURAL MEMBER TO REMAIN

1-27 NEW WALL SHALL BE CONFIGURED AROUND EXISTING CURB.

ALIGN EXTERIOR FACE OF WALL WITH EXISTING FACE AND

FOLLOW EXISTING ANGLE OF CURB.

1-30 CONFIRM MINIMUM OF 3" CLEAR BETWEEN INTERIOR PANEL

LINER AND EXISTING RECTIFIER UTILITIES.

REMOVED. SLAB THICKNESS SHALL MATCH EXISING.

INFILL CONCRETE SLAB WHERE EXISTING SLAB WAS1-31

O J E

C T I

E N

A M

A N

S I

A-102

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A -1

.d g n

W E

S O

L W

S K I, R

P -2

-B -0

W P -2

-C -X

X X

-6

K G J

W E

S O

L W

S K I, R .A

A S

S E

F A P .E

M C

N A

T T

R .A

A R

C H

E C

T U

R A

L F

L O

O R P

L A

N S

K E

Y N

O T

E U

P D

A T

E D

J U

L Y

CERTIFIED FINAL DOCUMENTS - RTA

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

12:05:29 PM 9/22/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466_A-301.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

1" = 1'-0"A1

RACEWAY ENCLOSURE WALL SECTION

RECTIFIER ENCLOSURE WALL SECTION

GRADE

0' - 0"

T/ STEEL RACEWAY

9' - 0"

A-302

STEEL GIRT BY PEMB

MANUFACTURER

1" FRP LINER WALL PANEL.

PROVIDE FURRING CHANNEL AS

NECCESSARY TO ALLOW LINER

TO BURY COLUMN IN WALL

3" INSULATED FRP WALL

PANEL (R-13 MIN)

DOOR OPENING AND

FRAME

R E

F E

R T

O D

O O

R S

C H

E D

U L E O

N A -6

O R S

C H

E D

U L E

D D

O O

R H

H T

3" INSULATED FRP WALL

PANEL (R-19 MIN)

FULLY ADHERED KEE

MEMBRANE ROOF SYSTEM

COIL DOOR HOUSING

GRADE

0' - 0"

T/ STEEL RECTIFIER

14' - 0"

A-302

STEEL GIRT BY PEMB

MANUFACTURER

1" FRP LINER PANEL W/

FURRING CHANNEL. INSTALL

TIGHT TO LOWEST

STRUCTURAL MEMBER

3" INSULATED FRP WALL

PANEL (R-13 MIN)

DOOR OPENING AND

FRAME

R E

F E

R T

O D

O O

R S

C H

E D

U L E O

N A -6

O R S

C H

E D

U L E

D D

O O

R H

H T

1" FRP LINER WALL PANEL.

PROVIDE FURRING CHANNEL AS

NECCESSARY TO ALLOW LINER

TO BURY COLUMN IN WALL

3" INSULATED ROOF WALL

PANEL (R-19 MIN)

FLASHING. REFER TO

DETAIL A3/A-302.

FULLY ADHERED KEE

MEMBRANE ROOF SYSTEM

WALL PANEL CLIP BY PEMB

COIL DOOR HOUSING

1" = 1'-0"

O J E

C T I

E N

A M

A N

S I

A-301

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A -3

.d g n

W E

S O

L W

S K I, R

P -2

-B -0

W P -2

-C -X

X X

-6

K G J

W E

S O

L W

S K I, R .A

A S

S E

F A P .E

M C

N A

T T

R .A

W A

L L S

E C

N O

T E

S U

P D

A T

E D

J U

L Y

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

12:06:01 PM 9/22/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466_A-302.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

12" = 1'-0"A3

EXPANSION JOINT AT RACEWAY BLDG

3" = 1'-0"D3

TYP. EDGE FLASHING

1 1/2" = 1'-0"D1

TYP. ROOF PEMB RIDGE DETAIL

3" = 1'-0"D6

TYP. GUTTER DETAIL

3" = 1'-0"A6

TYP. FOUNDATION PEMB DETAIL

1 1/2" = 1'-0"E1

PLAN DETAIL

12" = 1'-0"A1

EXPANSION JOINT AT RACEWAY BLDG

SEE DETAILS FTR-DW SERIES

FOR TERMINATION OPTIONS

#190e BONDING ADHESIVE

MEMBRANE FLASHING

GALVANIZED ANNULAR

RING SHANK NAILS (6" O.C.)

HEAT WELDED FLASHING STRIP

MEMBRANE

HOT AIR WELD

WOOD BLOCKING ATTACHED @ 250 LBF/FT

"BATT" INSULATION

"EXPANSION JOINT FILLER" CLOSED-

CELL POLYETHYLENE TUBING

LARGE ENOUGH TO PREVENT

SAGGING OF FLASHING STRIP

ALUMINUM TERM./ RESTRAINT BAR,

FASTENED WITH APPROVED

FASTENERS (8" O.C.)

3" INSULATED FIBERGLASS ROOF PANEL

ATTACHED PER MANUFACTURERS

SPECIFICATION REQUIREMENTS

CONNECTION TO

EXISTING COLUMN

FIBERCLAD METAL

MEMBRANE FLASHING STRIP

HOT AIR WELD

FULLY ADHERED KEE MEMBRANE

GALVANIZED ANNULAR RING

WOOD BLOCKING

ATTACHED @ 250

LBF/FT

CONTINUOUS

GALVANIZED METAL

CLEAT

BUTYL SEALING

TAPE (OPTIONAL)

JOINT TREATMENT AT EDGE METAL

4" MIN.

1/4"

FIBERCLAD METAL

2" WIDE

ALUMINUM

TAPE OVER

JOINT

1/4" GAP

4" WIDE FLASHING

STRIP,

FTR

MEMBRANE

EDGE

FLASHING

STRIP

3" INSULATED

METAL WALL

PANEL (R-13

MIN.) (X1)

3" INSULATED FIBERGLASS

ROOF PANEL ATTACHED PER

MANUFACTURERS

SPECIFICATION REQUIREMENTS

BLDG STRUCT. BY PEMB

STEEL STRUCT.

COLUMN BEYOND BY

PEMB

STEEL GIRTS. BY PEMB

FURRING CHANNEL

1" FRP LINER PANEL

BY PEMB

WALL PANEL

CLIP

CLOSURE STRIP PER

ROOF SYSTEM MFR,

SET IN SEALANT

SPRAY POLYURETHANE FOAM

INSULATION

INSIDE RIDGE TRIM

STEEL PURLINS

BY PEMB

BLDG STRUCT.

BY PEMB

NON-CONDUCTIVE

FIBERGLASS LINER

RIDGE CAP BY PEMB

3" INSULATED FIBERGLASS

ROOF PANEL ATTACHED PER

MANUFACTURERS

SPECIFICATION REQUIREMENTS FULLY ADHERED KEE

MEMBRANE ROOF

METAL CHANNEL

FIBERCLAD METAL

MEMBRANE FLASHING STRIP

HOT AIR WELD

FULLY ADHERED KEE MEMBRANE

GALVANIZED ANNULAR RING

JOINT TREATMENT AT EDGE METAL

4" MIN.

1/4"

FIBERCLAD METAL

2" WIDE

ALUMINUM

TAPE OVER

JOINT

1/4" GAP

4" WIDE FLASHING

STRIP,

FTR

MEMBRANE

EDGE

FLASHING

STRIP

PREFINISHED NON-

CONDUCTIVE

GUTTER AND

DOWNSPOUT

3" INSULATED

FRP WALL PANEL

(R-13 MIN.) (X1)

CONTINUOUS GALVANIZED

METAL CLEAT

HOT AIR WELD

3" INSULATED FIBERGLASS

ROOF PANEL ATTACHED PER

MANUFACTURERS

SPECIFICATION REQUIREMENTS

BLDG STRUCT. BY PEMB

STEEL STRUCT. COLUMN

BEYOND BY PEMB

STEEL GIRTS. BY PEMB

FURRING CHANNEL

1" FRP LINER PANEL BY

PEMB

WALL PANEL

CLIP

STEEL GIRTS BY PEMB

MANUFACTURER

BASE ANGLE BY PEMB

STEEL STRUCT. COLUMN

BEYOND BY PEMB

PREFINISHED NON-

CONDUCTIVE GUTTER

AND DOWNSPOUT(X3)

INSULATED FRP WALL

PANEL (R-13 MIN.) (X1)

CONCRETE SLAB ON

GRADE WALKWAY

FURRING CHANNEL

FIBERGLASS LINER

EXPANSION JOINT

PREFINISH METAL

FLASHING

CORDINATE W/

STRUCTURAL DRAWINGS

3" INSULATED METAL WALL PANEL (R-13 MIN.) (X1)

STEEL STRUCT. COLUMN BEYOND BY PEMB

FURRING CHANNEL

1" FRP LINER

COMPRESSIBLE NEOPRENE EXPANSION JOINT.

COLOR TO MATCH NEW WALL PANEL (BOTH SIDES)

EXISTING PEMB BUILDING

SEE DETAILS FTR-DW SERIES FOR TERMINATION

OPTIONS

#190e BONDING ADHESIVE

MEMBRANE FLASHING

GALVANIZED ANNULAR

RING SHANK NAILS (6" O.C.)

HEAT WELDED FLASHING STRIP

MEMBRANE

HOT AIR WELD

WOOD BLOCKING ATTACHED @ 250 LBF/FT

"EXPANSION JOINT FILLER" CLOSED-CELL

POLYETHYLENE TUBING LARGE ENOUGH TO

PREVENT SAGGING OF FLASHING STRIP

ALUMINUM TERM./ RESTRAINT BAR, FASTENED

WITH APPROVED FASTENERS (8" O.C.)

3" INSULATED FIBERGLASS ROOF PANEL

ATTACHED PER MANUFACTURERS

SPECIFICATION REQUIREMENTS

EXISTING WALL

PANEL

"BATT"

INSULATION

REMOVE EXISTING FACIA PANEL AND REINSTALL

AFTER NEW WORK IS COMPLETE

R O J E

C T I

E N

A M

A N

S I

A-302

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A -3

.d g n

W E

S O

L W

S K I, R

P -2

-B -0

W P -2

-C -X

X X

-6

K G J

W E

S O

L W

S K I, R .A

A S

S E

F A P .E

M C

N A

T T

R .A

R O

O F /W

A L L D

E T

S A

N D P

A R

O N L

E G

E N

N O

T E

S U

P D

A T

E D

J U

L Y

P1 P2 P3 P4 P6

7 8 9 10 11 12 13 14 15 16 17

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

12:04:57 PM 9/22/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466_A-104.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A-201

A-202

3-2

3-5

3-8

3-1

3-123-12

BARRIER 2A

BUILDING

3-7

M A

T C

H L

E A

A /A

3-6

3-123-12

A-201

A-202

3-5

3-3

3-2

3-7

3-43-4

3-5

3-3

3-9

3-11

3-9

BARRIER 2A

GENERATOR

POWER QUALITY BUILDING

A-202

M A

T C

H L

E E /A

E /A

3-6

NOTES

LEGEND

DENOTES ROOF PITCH AND DIRECTION

OF SLOPE

X" / X"

KEYNOTE

ENCLOSURE

RACEWAY

ENCLOSURE

RECTIFIER

KEY MAP

TRUE N

SCALE: 1/8" = 1' - 0"

RECTIFIER ENCLOSURE ROOF PLAN

RACEWAY ENCLOSURE ROOF PLAN

& SIZE OF ROOF PENETRATIONS

CONTRACTOR TO COORDINATE PENETRATIONS WITH MEP FOR EXACT LOCATION B.

CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF MANUFACTURER.A.

3-1 EXISTING RECTIFIER TO REMAIN

3-2 EXISTING BUILDING TO REMAIN

3-3 EXISTING OVERHEAD RACEWAY TO REMAIN

3-4 FULLY ADHERED KEE MEMBRANE MEETING ASTM

D6754 WITH A FLEECE BACKING. THE MEMBRANE

SYSTEM IS TO INCORPORATE A POLYURETHANE

FOAM WHICH IS RIBBON APPLIED. MEMBRANE ROOF

SYSTEM INSTALLED OVER INSULATED (R-13 MIN) FRP

ROOF PANELS

3-5 PREFINISHED FRP 4"X4" GUTTER AND 2"X3"

DOWNSPOUT TO BOOT AT EDGE OF ROOF LINE.

REFER TO CALCULATIONS IN DDR FOR MORE

INFORMAION.

3-6 FLASHING AND EXPANSION JOINT AT TRANSITION

BETWEEN NEW ROOF AND EXISTING BUILDING WALL.

REFER TO DETAIL ON A-302 FOR MORE INFORMATION.

3-7 PREFINISHED FRP FASCIA AT ROOF EDGE

3-8 PREFINISHED FRP RIDGE TRIM

3-9 EXISTING OVERHEAD RACEWAY SHALL CONTINUE

ABOVE NEW ROOF. COORDINATE FINAL CLEARANCE

CLEAR DIMENSION WITH ENGINEERING TEAM AND

CUSTOMER.

3-11 SITE LINES BELOW, SHOWN FOR REFERENCE ONLY.

3-12 FULLY ADHERED KEE MEMBRANE MEETING ASTM

D6754 WITH A FLEECE BACKING. THE MEMBRANE

SYSTEM IS TO INCORPORATE A POLYURETHANE

FOAM WHICH IS RIBBON APPLIED. MEMBRANE ROOF

SYSTEM INSTALLED OVER INSULATED (R-13 MIN) FRP

ROOF PANELS. ROOF SLOPE SHALL MATCH SLOPE OF

ADJACENT BUILDING 2A ROOF (ROOF PITCH ASSUMED

TO BE 1"=1'-0". VERIFY FINAL SLOPE IN FIELD).

O J E

C T I

E N

A M

A N

S I

A-104

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A -1

.d g n

W E

S O

L W

S K I, R

P -2

-B -0

W P -2

-C -X

X X

-6

K G J

W E

S O

L W

S K I, R .A

A S

S E

F A P .E

M C

N A

T T

R .A

A R

C H

E C

T U

R A

L R

O O

F P

L A

N S

K E

Y N

O T

E S U

P D

A T

E D

J U

L Y

BARRIER IIA

PERMANENT BARRIER I

DEMO BARRIER

BARRIER IIA RACEWAY ENCLOSURE

BARRIER IIB

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

12:02:22 PM 9/22/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466_C-001.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

PAVING.

REFER TO SPECIFICATION 31 60 00 FOR DETAILS OF SITE PREPARATION FOR 1.

NOTES

LEGEND

SITE PAVING

WORKLIMITS

SCALE: 1' = 75'

OVERALL WORK LIMITS

TRUE N

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C-001

A N

S I

O J E

C T I

E N

A M

R A

N A M

R A P

V A

N D

E N

B E

R G P .E

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A D

A M K

A R

V A

N D

E N

B E

R G P .E

C -0

.d g n

-6

K G J

P -2

-B -0

J U

L Y

W P -2

-C -X

X X

O V

E R

A L L W

O R

K L

W O

R K L

S U

P D

A T

E D

C-101 C-102

C-103 C-104

CHICAGO SANITARY AND SHIP CANAL

BARRIER 2A

PROJECT SITE

SITE ACCESS ROAD

GRAVEL STOCKPILE AREA

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

12:03:02 PM 9/22/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466_C-101.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

GRAVEL FOR REUSE OR STOCKPILING OF EXESS GRAVEL ONLY.

WORK LIMITS TO THE SOUTH OF W 135TH ST ARE FOR STOCKPILING OF 1.

NOTES

SITE ACCESS

SCALE: 1' = 50'

W 135TH ST

C H

A G

O S

T A

R Y A

N D S

A N

A L

LEGEND

WORKLIMITS

T R

U E N

A1 100' 200'0

SITE ACCESS PLAN

E. ROMEO ROAD

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C-101

O J E

C T I

E N

A M

R A

N A M

R A P

V A

N D

E N

B E

R G P .E

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

E A

C C

E S

A D

A M K

A R

V A

N D

E N

B E

R G P .E

C -1

.d g n

-6

K G J

P -2

-B -0

J U

L Y

W P -2

-C -X

X X

W O

R K L

S U

P D

A T

BE VIF. SEE NOTE 8.

EXISTING GATE, EXACT LOCATION TO

FENCE

EXISTING, MATCH EXISTING HAND HOLES

SLOPE UP 1% (MIN.) FROM

EXISTING STORM MANHOLE

SLOPE DOWN FROM BUILDING AT 1%

2.5' X 7' CONCRETE STOOP

2.5' X 4.5' CONCRETE STOOP

SEE SPECIFICATION 01 35 26.

FOR CRANE SETUP WITH SOME RESTRICTIONS.

WORK LIMITS EXTEND ACROSS GRAVEL ROAD

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

3:06:16 PM 9/24/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\08_Arch\114466_C-102.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

Z=586.9458

Y =1811889.7887

X =1059040.9832

Z=586.8665

Y=1811889.7520

X=1059040.8518

EXISTING:

Z=586.5140

Y=1811892.5780

X=1058996.3440

EXISTING:

Z=586.5160

Y=1811916.4155

X=1058998.1655

EXISTING:

Z=587.2445

Y=1811949.2134

X=1059043.5338

EXISTING:

Z=587.8810

Y=1811928.8150

X=1059035.8610

EXISTING:

NOTES

LEGEND

M A

T C

H L

E T

O C

S -1

SCALE: 1" = 5'

SITE PLAN SHEET 1 OF 10

2A RACEWAY

POWER QUALITY BUILDING

BARRIER 2A GENERATOR

AC UNITTRANSFORMER

CONCRETE WALKWAY

CHICAGO SANITARY AND SHIP CANAL

DOOR STOOP

SITE PAVING

WORKLIMITS

ANY REQUIRED ADJUSTMENTS WITH THE COR.

IMPACTS TO THE EXISTING JERSEY BARRIER FENCE AND GATE. COORDINATE

NEW PAVEMENT WIDTH MAY VARY IN THIS AREA AS REQUIRED TO AVOID ANY 8.

ROADWAY AND EXISTING BUILDINGS ONLY.

THICK CONCRETE PAVEMENT IS PERMITTED FOR SIDEWALK BETWEEN THE

TO AVOID CONFLICTS WITH EXISTING BUILDING SLABS AND ENTRANCES, 5" 7.

6. REFER TO STRUCTURAL SHEETS FOR DETAILS OF STOOP CONSTRUCTION.\

WHERE PAVEMENT WILL ABUT THE NEW STRUCTURE.

REFER TO STRUCTURAL AND ARCHITECTURAL DETAILS FOR LOCATIONS

WEST, FOLLOWING FLOW ARROWS AND PAVEMENT ELEVATIONS SHOWN.

5. IN GENERAL, PAVEMENT IN THIS AREA SHOULD SLOPE AT 1% FROM EAST TO

MEANS NECESSARY TO MEET THE REQUIREMENTS.

REQUIRED DENSITY PRIOR TO PLACING ANY PAVEMENT BY ANY COMPACTION

CONTRACTORS RESPONSIBILITY TO COMPACT THE SUBGRADE TO THE

TO THE STANDARDS DEFINED IN THE SPECIFICATION. IT IS THE

4. IT IS ASSUMED THE EXISTING SUBGRADE IS CAPABLE OF BEING COMPACTED

DRILLING/ROCK EXCAVATION MAY BE NECESSARY. 3.

C-101. COORDINATE WITH COR FOR EXACT LOCATION.

SPOILS TO BE RELOCATED TO ON-SITE STOCKPILE LOCATION AS SHOWN ON

USE EXISTING GRAVEL TO BE REMOVED AS BACKFILL IF REQUIRED. ANY 2.

AND HANDHOLES SHALL BE BROUGHT FLUSH WITH TOP OF PAVEMENT.

ALL EXISTING UNDERGROUND UTILITY OR GROUNDING ACCESS MANHOLES 1.

KEYMAP

TRUE N

T/P 586.5

T/P 586.9

TRUE N

T/P 587.2

Z=587.6000

EXISTING T/SLAB:

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C-102

O J E

C T I

E N

A M

R A

N A M

R A P .E

V A

N D

E N

B E

R G P .E

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

E E

T O

E P

L A

A D

A M K

A R

V A

N D

E N

B E

R G P .E

C -1

.d g n

-6

K G J

P -2

-B -0

J U

L Y

W P -2

-C -X

X X

W O

R K L

S A

N D N

O T

E S U

P D

A T

E D

R O

M E

O V

L E R

WATER PUMP

GATE

BARRIER 2A BUILDING

POWER QUALITY BUILDING

BARRIER 2A RACEWAY

WATER PUMP

GATE

BARRIER 2A BUILDING

POWER QUALITY BUILDING

CONCRETE WALKWAY

SLOPE UP 1% (MIN.) FROM

SLOPE DOWN FROM BUILDING AT 1%

2.5' X 4.5' CONCRETE STOOP

SEE SPECIFICATION 01 35 26.

FOR CRANE SETUP WITH SOME RESTRICTIONS.

WORK LIMITS EXTEND ACROSS GRAVEL ROAD

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

3:09:25 PM 9/24/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\08_Arch\114466_C-103.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

Z=587.4100

Y=1812010.9970

X=1059038.9860

EXISTING

Z=586.4965

Y=1812004.2425

X=1059004.9335

EXISTING:

Z .5

Y .3

X .0

Z=587.3344

Y=1811979.9217

X=1059037.7488

EXISTING:

Z=587.4960

Y=1811980.2385

X=1059044.9722

EXISTING:

NOTES

LEGEND

M A

T C

H L

E T

O C

S -1

M A

T C

H L

E T

O C

S -1

SCALE: 1" = 5'

CHICAGO SANITARY AND SHIP CANAL

EXISTING CONCRETE WALKWAY

SITE PAVING

WORKLIMITS

SITE PLAN SHEET 2 OF 10

ROADWAY AND EXISTING BUILDINGS ONLY.

THICK CONCRETE PAVEMENT IS PERMITTED FOR SIDEWALK BETWEEN THE

TO AVOID CONFLICTS WITH EXISTING BUILDING SLABS AND ENTRANCES, 5" 6.

5. REFER TO STRUCTURAL SHEETS FOR DETAILS OF STOOP CONSTRUCTION.

MEANS NECESSARY TO MEET THE REQUIREMENTS.

REQUIRED DENSITY PRIOR TO PLACING ANY PAVEMENT BY ANY COMPACTION

CONTRACTORS RESPONSIBILITY TO COMPACT THE SUBGRADE TO THE

TO THE STANDARDS DEFINED IN THE SPECIFICATION. IT IS THE

4. IT IS ASSUMED THE EXISTING SUBGRADE IS CAPABLE OF BEING COMPACTED

DRILLING/ROCK EXCAVATION MAY BE NECESSARY. 3.

C-101. COORDINATE WITH COR FOR EXACT LOCATION.

SPOILS TO BE REMOLATED TO ON-SITE STOCKPILE LOCATION AS SHOWN ON

USE EXISTING GRAVEL TO BE REMOVED AS BACKFILL IF REQUIRED. ANY 2.

AND HANDHOLES SHALL BE BROUGHT FLUSH WITH TOP OF PAVEMENT.

ALL EXISTING UNDERGROUND UTILITY OR GROUNDING ACCESS MANHOLES 1.

TRUE N

KEYMAP

T/P 587.5

TRUE N

T/P 587.4

DOOR STOOP

SITE PAVING

WORKLIMITS

Z=587.6000

EXISTING T/SLAB:

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C-103

O J E

C T I

E N

A M

R A

N A M

R A P .E

V A

N D

E N

B E

R G P .E

L C

O U

N T

A R

A C

E W

A Y E

N C

L O

S U

R E

H D

P E

R S

A L B

A R

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

C -1

.d g n

E E

T O

E P

L A

A D

A M K

A R

V A

N D

E N

B E

R G P .E

-6

K G J

P -2

-B -0

J U

L Y

W P -2

-C -X

X X

W O

R K L

S U

P D

A T

E D

R O

M E

O V

L E R

SLOPE DOWN FROM BUILDING AT 1%

SEE SPECIFICATION 01 35 26.

FOR CRANE SETUP WITH SOME RESTRICTIONS.

WORK LIMITS EXTEND ACROSS GRAVEL ROAD

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

3:12:26 PM 9/24/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\08_Arch\114466_C-104.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

Z=586.5487

Y=1812192.0311

X=1059050.8833

EXISTING:

Z=587.2872

Y=1812081.6708

X=1059041.9103

EXISTING T/ SLAB

Z=586.9530

Y=1812154.0150

X=1059033.5590

EXISTING:

Z=587.1559

Y=1812118.7465

X=1059047.9358

EXISTING:

Z=586.9043

Y=1812150.6296

X=1059049.1308

EXISTING:

Z .3

Y .2

X .9

Z .0

Y .1

X .2

NOTES

LEGEND

M A

T C

H L

E T

O C

S -1

SCALE: 1" = 5'

HATCH

STEEL

RECTIFIER 3

BARRIER 2A

RECTIFIER 1

BARRIER 2A

CONCRETE WALKWAY

SITE PAVING

WORKLIMITS

M A

T C

H L

E T

O C

S -1

SITE PLAN SHEET 3 OF 10

ROADWAY AND EXISTING BUILDINGS ONLY.

THICK CONCRETE PAVEMENT IS PERMITTED FOR SIDEWALK BETWEEN THE

TO AVOID CONFLICTS WITH EXISTING BUILDING SLABS AND ENTRANCES, 5" 5.

MEANS NECESSARY TO MEET THE REQUIREMENTS.

REQUIRED DENSITY PRIOR TO PLACING ANY PAVEMENT BY ANY COMPACTION

CONTRACTORS RESPONSIBILITY TO COMPACT THE SUBGRADE TO THE

TO THE STANDARDS DEFINED IN THE SPECIFICATION. IT IS THE

4. IT IS ASSUMED THE EXISTING SUBGRADE IS CAPABLE OF BEING COMPACTED

DRILLING/ROCK EXCAVATION MAY BE NECESSARY. 3.

C-101. COORDINATE WITH COR FOR EXACT LOCATION.

SPOILS TO BE REMOLATED TO ON-SITE STOCKPILE LOCATION AS SHOWN ON

USE EXISTING GRAVEL TO BE REMOVED AS BACKFILL IF REQUIRED. ANY 2.

AND HANDHOLES SHALL BE BROUGHT FLUSH WITH TOP OF PAVEMENT.

ALL EXISTING UNDERGROUND UTILITY OR GROUNDING ACCESS MANHOLES 1.

RECTIFIER 2

BARRIER 2A

TRANSFORMER

TRUE N

KEYMAP

T/P…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 27, 2021.