W912P621B0014 2A Raceway Enclosure Amendment 0004.pdf

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 modifcation is to provide address contractor questions, revise plans and specifications.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 23-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

23-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 24-Sep-2021 10:00 AM to 27-Sep-2021 09:00 AM

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

1. Plan sheets S301, S302 note that the foundations are to extend down to rock. Borings were not provided to show the rock elevation depth. Will this extended excavation and backfill be paid at unit price?

The extended excavation and backfill will be paid at the unit price. The Contractor shall see the Boring

Information attached to this document for reference. The Rock Elevation Depth obtained from the attached reference documents are listed at 5 – 28 inches.

2. Since there are not any borings available, will any required rock excavation, if needed, be paid at unit price?

Any required rock excavation for pavement installation, as mentioned on plan sheet C-102 through C-

105, will be covered by CLIN 0002 'Replace Gravel with Concrete Pavement'. Note paragraph 1.1.2.1 in Specification 01 22 00.00 10 covers payment for this item and includes 'all incidentals necessary to complete the work. Provided for Bidder reference are the attached previous site investigations, showing the approximate location of bedrock in this area.

3. Who is providing the chemical testing of existing soil and certification for offsite disposal as CCDD or subtitle D?

Any excess soil generated by construction activity will be wasted on site; no soil material will be taken offsite for disposal. The Contractor shall see the Environmental Protection Spec Section 01 57 20.01 03 Paragraph 3.5.2 entitled 'Excess Soil'. Therefore, no testing of existing soil and certification for offsite disposal as CCDD or subtitle D is required.

4. There isn’t any raw cutting CLIN included in the bid schedule, will this be added or?

See Response to Question 2.

5. Do we need to provide SKIFF during the construction period for safety since the site is close to the

CANAL?

The Contractor shall provide a SKIFF for the work conducted in the 2A Raceway Enclosure Project during the construction period. The contractor shall see Specification 01 35 26 for the Government Safety Requirements.

6. Please confirm that the overhead coiling doors shall be steel in accordance with Specification section 08 33 23 – Overhead Coiling Doors NOT insulated FRP as called out on A1/A-201, E5/A-201 and C5/A-202.

The contractor shall see drawing sheet A-601, the Overhead coiling doors shall be constructed of an insulated non-conductive material. USACE assumed FRP for this.

7. Please confirm the overhead coiling doors will not be required to be non-conductive as shown on the Door

Schedule on A601.

The contractor shall see drawing sheet A-601, the Overhead coiling doors shall be constructed of an insulated non-conductive material. USACE assumed FRP for this.

8. Please confirm the overhead doors will be “coiling” type and NOT “sectional” as shown on Detail E8

Door Types on A601.

The contractor shall see drawing sheet A-601, the overhead doors shall be coiling type.

9. Please confirm doors shall be manual operation per Specification section 08 33 23 and NOT motorized.

Per Specification 08 33 23, the doors shall be manual operation.

10. Diagram A1 on Sheet A104 includes Keynote 3-9 in two (2) locations; however, 3-9 is not in the Keynote legend. Please advise on Keynote 3-9.

Keynote 3-9 shall read: “EXISTING OVERHEAD RACEWAY SHALL CONTINUE ABOVE NEW

ROOF. COORDINATE FINAL CLEARANCE CLEAR DIMENSION WITH ENGINEERING

TEAM AND CUSTOMER.” Intent of note is to call attention to the overhead raceway as it relates to the respective information on sheet A104.

11. During our site walkthrough on 9/9/2021, we observed an existing grounding ground grid system installed near the 2A Raceway; the demolition, architectural, and electrical drawings do not call out what to do with the existing ground grid – please advise on how to proceed.

The contractor shall utilize the existing grounding grid to ground the enclosure. The contractor shall see grounding plan E-125.

12. Is crane access/setup allowed adjacent to the work limits along Old Romeo Road? Please advise if the USACE will permit a location for crane setup.

Crane setup is allowed either inside the fence or on the road. However, traffic must be maintained in one lane except for short outages. Outages should not exceed 3 hours without allowing traffic to pass.

The contractor shall see Drawings C-001 and C-101for the expanded work limits.

13. Please advise on the current Clean Agent Suppression vendor that maintains the current buildings at this

USACE location.

The current Fire Suppression Vender is OPS.

14. Please advise on the current Fire Alarm vendor that maintains the current buildings at this USACE location.

The current Fire Alarm Vender is OPS.

15. With modifications due to the existing metal building’s roofs and walls – please provide the existing roofing and wall panel manufacturer’s warranty as well as subcontractor’s warranty (if still active).

The existing roofing and wall panel was Installed in 2005. It was a design build by Smith Root. Warranty information is not available for this contract.

16. Keynote 1-21 on Sheet A-102 calls out to relocate the existing security camera locations and coordinate with USACE for the new location; please provide how much distance (linear feet) we should factor in moving the existing security cameras.

The contractor shall factor 20 linear feet per device. The contractor shall see drawing sheet A-102, with language regarding the camera relocation.

17. Keynote 1-5 on Sheet A-102 calls out for a new removable FRP cover over the existing raceway; however, there is no detail of the new FRP cover. Please provide a detail section of the new FRP cover. An additional detail will not be required for the removable FRP covers.

The contractor shall provide loose FRP panels, which rest on the existing concrete knee walls per drawing sheets A-102, A-104, A-301 and specification 13 34 19 Metal Building Systems to cover the existing raceway. The contractor shall submit a diagram illustrating seam locations for architect’s approval this information is shown on drawing sheet A-102.

18. Keynote 4-8 on Sheet AD-101 calls for the existing gate to remain; while the existing gate is anchored on top of existing concrete barricades, please provide a detail section of the new concrete sidewalks/paving abuts the existing barriers/gates as Sheet C-102 shows the new paving along the existing barriers/gates.

Gates should remain in place, as noted in AD-101. A clarifying note has been added to C- 102, stating that the width of the new pavement in this area may be adjusted to avoid impacts to the existing gate and jersey barrier fence.

19. Please advise whether the existing gates shown on Sheet C-102 are to be removed/reinstalled as they are within the new concrete paving area.

Gates should remain in place, as noted in AD-101. A clarifying note has been added to C- 102, stating that the width of the new pavement in this area may be adjusted to avoid impacts to the existing gate and jersey barrier fence.

20. Please confirm it is acceptable to use taller fences/barriers to protect against falls along the Chicago Sanitary and Ship Canal in lieu of safety boat rescue.

Per EM 385-1-1, work above or adjacent to water requires fall protection and a safety skiff. The existing railing provide fall protection up to 200 LB at 42 inches. Any work above ground, such that a person falling would potentially fall over the railing requires additional fall protection. That protection must be in accordance with OSHA.

21. Bid Schedule Item No. 0002 states “Replace Gravel with Asphalt” while the plans and specifications call out concrete paving – please confirm concrete paving costs breakout are to be included in Item No. 0002.

The contractor shall see the revised front ends, the bid schedule has been revised to show ‘Replace Gravel with Concrete Pavement’ to match specification section 01 22 00.00 10. Concrete paving costs shall be included in item No 0002.

22. The Fire alarm Specification Section and the Fire alarm drawings mention a horn/strobe fire alarm system and also a voice speaker/strobe system; please advise which is correct.

The horn/strobe system is correct. The existing Fire alarm systems are strobe and horn only. This is intended to be a normally unoccupied building. The additional features would be excessive. The contractor shall see drawing FA-003 the sheet has been revised to remove the reference to voice speaker.

23. The Fire alarm specs mention a VDU (video display unit) system for fire alarm annunciation, Fire alarm printer, as well a fire alarm graphic annunciator. Is this a misprint or are these truly required for this project?

The Fire Alarm drawings do not show these items; however, specification indicate and mention them. Please advise.

The contractor shall connect to the existing fire alarm panel and utilize the features that the panel currently possess. Video Display Unit (VDU) is not required for the work in this contract. The contractor shall see Specification 28 31 70 the Video Display (VDU) reference has been removed.

24. Will the railroad assign flagmen or supervisors to the project? Also, how many trains per day pass the site? These questions have been requested in order to obtain railroad protective insurance.

The contractor shall assume a rough estimate of ten trains a day that pass the site. Under this contract no flagmen or supervisors will be required. The contractor shall see Spec 01 35 26 for requirements on flagmen, project supervisors.

25. Steel prices and lead times have been fluctuating erratically due to shortages and supply chain interruptions related to the Covid pandemic. Please confirm that the government will allow economic price adjust adjustments and paid time extensions should steel prices and lead times change from the time of bid to the Notice to Proceed.

This is a Firm-Fixed Price contract. The solicitation does not include economic price adjustment clauses. Any requests for equitable adjustment or time extensions received after award will be considered and processed in accordance with the terms of the resulting contract. Furthermore, the intent will be to issue the Notice to Proceed in accordance with Section 00 70 00 on Page 38 of the solicitation (Far 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK).

26. The drawings show a galvanized metal cleat and fiberclad metal at the perimeter of the building. These are metal products. Is the intent to use these products? The gutter could terminate the membrane edge at the gutter and a fiberglass closure could be used at the rake edges.

Suggested detail appears acceptable. Final detail shall be by Pre-Engineered Building provider per their recommendations and submitted to USACE for review/approval.

27. The roof detailing shows heat welded connections to the roof edge. The roof membrane is EPDM. These are not heat weldable connections.

Roof system has been updated to a fully adhered kee membrane meeting astm d6754 with a fleece backing. The membrane system is to incorporate a polyurethane foam which is ribbon applied as noted on A-104, A301, and A-302.

28. The gutter and edge flashing details show the edge materials being fastened into the Insulated metal wall panel. Will the panel be strong enough to withstand the uplift at the edge of the building? A wood nailer may be needed here. If you need any further information for these, do not hesitate to contact us.

Suggested detail appears acceptable. Final detail shall be by Pre-Engineered Building provider per their recommendations and submitted to USACE for review/approval.

29. On A-104 roof plane E1 the rear side of the roof will slope away at 90 degrees to the ridge. The slope is shown perpendicular to the eave which is incorrect. That said, the eave gutter will run at a slope on the west side of the building. a. The callout on E1 on the east roof slope of “3-1” appears incorrect. I believe that should say “3-12”. Correct?

Keynote 3-1 is calling out Rectifier equipment under roof (for reference only). Yes, 3-12 would apply to east roof as indicated on updated sheet A-104.

30. The fully adhered membrane over the FRP panel does not appear to have the required pull-out values needed to attach the roof to the structure below.

Roof system has been updated to a fully adhered keep membrane meeting astm d6754 with a fleece backing. The membrane system is to incorporate a polyurethane foam which is ribbon applied as noted on A-104, A301, and A-302.

31. Has the compatibility of the membrane roof materials and FRP been verified?

One roof panel supplier was consulted and has confirmed that they have installed several projects of an

FRP roof panel system with a fully adhered membrane roof.

32. Is the intent to have a blanket insulation under the roof and wall RFP panels or are they looking for a factory insulated panel with FRP on both sides of the panel?

Section 2.4 13 34 19 Metal Building Systems specification No. Design intent is for the roof panels to have insulating properties (similar to the exterior wall panel) via rigid insulation sandwiched between FPR panels. Panel provider shall specify panel thickness to meet or exceed requirements identified in the drawings and specifications.

33. Is there an FRP panel product name we need to match?

USACE is open to manufacturers who can meet requirements identified in the drawings and specifications.

34. Regarding the wall panel, the specification 2.4.2 calls out the intended product. However, there is NO similar specification for the roof panel. Please advise.

Section 2.4.2 in 13 34 19 Metal Building Systems specification shall be description for both wall and roof panels.

35. The 20-year weather tightness warranty as listed on 1.10.2 cannot be given by the PEMB contractor if the final roof system is a fully adhered membrane. This warranty will need to come from the roofer. Likewise, the roofer will not be able to provide a warranty if the substrate is not a standard system.

Refer to warranty of roof system in section 1.8 in 07 53 23 Ethylene Propylene Diene Monomer

Roofing specification.

36. Specification 1.6.5 – Single Source cannot be met as it relates to the FRP panels. These would not be fabricated by the PEMB supplier and would be out-sourced to a different manufacturer.

Specification 1.6.5 - FRP panel can be outsourced by the PEMB supplier to a different manufacturer if they do not have the capability to produce the panels. Final design should meet all USACE design requirements.

37. Specification 2.8.3.2 – Wall Liner is very vague. Is there any further information that can be provided on this?

Contractor shall see Specification 2.8.3.2. This specification has been revised to show the Wall liner as a 1" thick FRP material.

38. Addendum drawing FA-003, Detail B1 Fire Alarm One-Line diagram indicates an “Exterior Fire Alarm SPEAKER Circuit”. The existing FA system does NOT have Voice Evacuation system.

The contractor shall see drawing sheet FA-003 for revised fire alarm one-line diagram.

39. Addendum drawing M-101, Note 2 states “Provide general purpose dry chemical Halotron Fire Extinguishers in the raceway enclosure in accordance with UFC 3-600-01 and NFPA 10 and NFPA 12A. Please clarify if “Dry Chemical” or “Halotron” Extinguishers are to be provided. Secondly, there are no fire Extinguishers shown in the rectified building. Please verify this is intentional.

Halotron is to be provided. Rectifier building intentionally shows no portable fire Extinguishers.

40. Addendum drawing M-101, Note 7 states “provide louver height 6’ o.c. from floor with barometric relief damper. What is the purpose of the damper?

The purpose of the “energized open and spring return” motorized damper is to provide building pressure relief from airflow entering from the adjacent building (directly pressurizing spang enclosures). The selected damper was used to interface with the clean agent design so it can be closed by spring in the event of clean agent system activation. This interface shall be submitted as part of the clean agent system design for government approval.

41. Addendum drawing M-101, Note 12 states “The clean Agent System Design shall include the installation of a ceiling mounted exhaust fan. Refer to specification section 21 22 00.00 40, paragraph 2.4.9 for more information. As a general comment - Clean agent system designers/contractors are not HVAC designers or contractors. The exhaust fan should really be specified in a mechanical specification not in the clean agent fire suppression system specification. Where is the exhaust fan to be installed? What type of switch will control the exhaust fan? Where will the switch be located? Will the exhaust fan controls have an interface locking out the fan from operating prior to a clean agent discharge event (if the fan is running prior to clean agent activation and a fire occurs during this time the clean agent system will fail to provide proper protection)?

Contractor shall provide the purge exhaust system design in accordance with UFC 3-600- 01 for clean agent fire systems and as denoted in the specifications. This feature shall be submitted as a part of the clean agent system design for government approval. The exhaust fan/purge exhaust system is not related to the HVAC system. Please see spec section 21 22 00.00 40 paragraph 2.2.3. there is reference to this on sheet M101- that was a part of AMD 1.

42. The clean agent is required to provide an interface to shut down unit heaters and air conditioning units.

Where is the interface to shut down UH-R1? Where is the interface to shutdown AC-1? Who will provide control wiring diagram to accomplish the interface?

Contractor shall provide the interface, control wiring diagrams, and proper equipment sequencing as required in UFC 3600-01 for Clean Agent Fire Suppression systems. This feature is to be submitted as a part of the clean agent system design for government approval.

43. NFPA 2001 requires pressure relief vents that will be associated with the clean agent system. The vents are sized based on the enclosure construction and the amount of clean agent provided. Size is determined by the room integrity test. We can provide an allowance for the cost of the dampers. What wall is available to install the dampers?

Location of the vent shall be determined by the contractor and submitted for government approval as a part of the Clean Agent System design.

44. We would like to request a bid extension in order to allow sufficient time to address addendum #1 and anticipated addendums in response to RFI’s submitted.

On September 17, 2021 the government issued Amendment 0003 which extended the solicitation response time from September 20, 2021 at 2:00 PM, to September 24, 2021. At this time the government does not anticipate further extensions to the solicitation.

C. AMENDED DRAWING AND SPECIFICATIONS:

C-001,C-101, C-102 C-103,C-104 A-104, A-301, A-302

FA-003

Metal Building Systems A-102 Section 28 31 70 “Interior Fire Alarm System, Addressable”

End Of amendment 0004

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RACEWAY ENCLOSURE WALL SECTION

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RECTIFIER ENCLOSURE WALL SECTION

GRADE

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9' - 0"

A-302

D6

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A6

STEEL GIRT BY PEMB

MANUFACTURER

1" FRP LINER WALL PANEL.

PROVIDE FURRING CHANNEL AS

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TO BURY COLUMN IN WALL

3" INSULATED FRP WALL

PANEL (R-13 MIN)

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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

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MEMBRANE FLASHING STRIP

HOT AIR WELD

FULLY ADHERED KEE MEMBRANE

GALVANIZED ANNULAR RING

WOOD BLOCKING

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LBF/FT

CONTINUOUS

GALVANIZED METAL

CLEAT

BUTYL SEALING

TAPE (OPTIONAL)

JOINT TREATMENT AT EDGE METAL

4" MIN.

1/4"

2"

4"

FIBERCLAD METAL

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ALUMINUM

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4" WIDE FLASHING

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METAL WALL

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3" INSULATED FIBERGLASS

ROOF PANEL ATTACHED PER

MANUFACTURERS

SPECIFICATION REQUIREMENTS

BLDG STRUCT. BY PEMB

STEEL STRUCT.

COLUMN BEYOND BY

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STEEL GIRTS. BY PEMB

FURRING CHANNEL

1" FRP LINER PANEL

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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"

2"

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

X

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

P

R O J E

C T I

D

F

IL

E N

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E

A N

S I

A-302

L C

O U

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Y

IL

L

IN

O

IS

A R

A C

E W

A Y E

N C

L O

S U

R E

F

IS

H D

IS

P E

R S

A L B

A R

R

IE

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

A -3

.d g n

R

W E

S O

L W

S K I, R

P -2

-B -0

W P -2

-C -X

X X

X

-6

K G J

R

W E

S O

L W

S K I, R .A

Y

A S

S E

F A P .E

D

M C

N A

T T

R .A

R O

O F /W

A L L D

E T

A

IL

S A

N D P

A R

T

II

O N L

E G

E N

D

/2

N O

T E

S U

P D

A T

E D

J U

L Y

P1 P2 P3 P4 P6

PA

P8

7 8 9 10 11 12 13 14 15 16 17

A

B

C

D

E

E

F

G

H

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

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12:04:57 PM 9/22/2021

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A-201

F1

A-201

E1

A-201

E5

A-201

F6

C1

A-202

F1

A-202

3-2

3-5

3-8

3-1

3-1

3-1

3-123-12

BARRIER 2A

BUILDING

3-7

M A

T C

H L

IN

E A

/A

A /A

3-6

3-123-12

A-201

A1

A-201

C1

A-201

B2

A-201

C5

A1

A-202

D1

A-202

3-5

3-3

3-2

3-2

3-2

3-2

3-7

3-43-4

3-5

3-3

3-9

3-9

3-11

3-9

BARRIER 2A

GENERATOR

POWER QUALITY BUILDING

C5

A-202

M A

T C

H L

IN

E E /A

E /A

3-6

3-6

NOTES

LEGEND

DENOTES ROOF PITCH AND DIRECTION

OF SLOPE

X" / X"

KEYNOTE

ENCLOSURE

RACEWAY

ENCLOSURE

RECTIFIER

KEY MAP

TRUE N

E1

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

A1

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

D

F

IL

E N

A M

E

A N

S I

A-104

L C

O U

N T

Y

IL

L

IN

O

IS

A R

A C

E W

A Y E

N C

L O

S U

R E

F

IS

H D

IS

P E

R S

A L B

A R

R

IE

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

A -1

.d g n

R

W E

S O

L W

S K I, R

P -2

-B -0

W P -2

-C -X

X X

X

-6

K G J

R

W E

S O

L W

S K I, R .A

Y

A S

S E

F A P .E

D

M C

N A

T T

R .A

A R

C H

IT

E C

T U

R A

L R

O O

F P

L A

N S

/2

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

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

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12:02:22 PM 9/22/2021

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

PAVING.

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

NOTES

LEGEND

SITE PAVING

WORKLIMITS

A1

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

IN

E E

R S

C-001

A N

S I

O J E

C T I

D

F

IL

E N

A M

E

R A

N A M

IS

H

R A P .E

L

V A

N D

E N

B E

R G P .E

W

IL

L C

O U

N T

Y

IL

L

IN

O

IS

A R

A C

E W

A Y E

N C

L O

S U

R E

F

IS

H D

IS

P E

R S

A L B

A R

R

IE

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

A D

A M K

A R

R

L

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

X

O V

E R

A L L W

O R

K L

IM

IT

S

/2

W O

R K L

IM

IT

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

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

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IS

S

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E

B

C

D

E

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12:03:02 PM 9/22/2021

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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

A1

SITE ACCESS

SCALE: 1' = 50'

W 135TH ST

C H

IC

A G

O S

A

IN

T A

R Y A

N D S

H

IP

C

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

IN

E E

R

C-101

S

O J E

C T I

D

F

IL

E N

A M

E

R A

N A M

IS

H

R A P .E

L

V A

N D

E N

B E

R G P .E

W

IL

L C

O U

N T

Y

IL

L

IN

O

IS

A R

A C

E W

A Y E

N C

L O

S U

R E

F

IS

H D

IS

P E

R S

A L B

A R

R

IE

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S

IT

E A

C C

E S

S

A D

A M K

A R

R

L

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

X

/2

W O

R K L

IM

IT

S U

P D

A T

E

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

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

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12:28:15 PM 9/22/2021

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

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

IN

E T

O C

S -1

A1

SCALE: 1" = 5'

SITE PLAN SHEET 1 OF 10

2A RACEWAY

2A RACEWAY

POWER QUALITY BUILDING

BARRIER 2A GENERATOR

AC UNITTRANSFORMER

CONCRETE WALKWAY

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 586.5

T/P 586.9

T/P 586.9

TRUE N

T/P 587.2

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R

C-102

S

O J E

C T I

D

F

IL

E N

A M

E

R A

N A M

IS

H

R A P .E

L

V A

N D

E N

B E

R G P .E

W

IL

L C

O U

N T

Y

IL

L

IN

O

IS

A R

A C

E W

A Y E

N C

L O

S U

R E

F

IS

H D

IS

P E

R S

A L B

A R

R

IE

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

H

E E

T O

F

S

IT

E P

L A

N

A D

A M K

A R

R

L

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

X

/2

W O

R K L

IM

IT

S A

N D N

O T

E S U

P D

A T

E D

R O

M E

O V

IL

L E R

O

WATER PUMP

GATE

GATE

GATE

BARRIER 2A BUILDING

POWER QUALITY BUILDING

BARRIER 2A RACEWAY

WATER PUMP

GATE

GATE

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

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

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12:03:59 PM 9/22/2021

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

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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N G

IN

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

IN

E T

O C

S -1

M A

T C

H L

IN

E T

O C

S -1

A1

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

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-103

S

O J E

C T I

D

F

IL

E N

A M

E

R A

N A M

IS

H

R A P .E

L

V A

N D

E N

B E

R G P .E

W

IL

L C

O U

N T

Y

IL

L

IN

O

IS

A R

A C

E W

A Y E

N C

L O

S U

R E

F

IS

H D

IS

P E

R S

A L B

A R

R

IE

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

C -1

.d g n

E E

T O

F

S

IT

E P

L A

N

A D

A M K

A R

R

L

V A

N D

E N

B E

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-6

K G J

P -2

-B -0

J U

L Y

W P -2

-C -X

X X

X

/2

W O

R K L

IM

IT

S U

P D

A T

E D

R O

M E

O V

IL

L E R

O

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

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

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D R

A W

N B

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S

U E D

A T

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B

C

D

E

F

G

12:04:18 PM 9/22/2021

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

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IN

E E

R S

Z=586.5487

Y=1812192.0311

X=1059050.8833

EXISTING:

Z=587.2872

Y=1812081.6708

X=1059041.9103

EXISTING:

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:

NOTES

LEGEND

M A

T C

H L

IN

E T

O C

S -1

A1

SCALE: 1" = 5'

HATCH

STEEL

RECTIFIER 3

BARRIER 2A

RECTIFIER 1

BARRIER 2A

CONCRETE WALKWAY

CONCRETE WALKWAY

SITE PAVING

WORKLIMITS

M A

T C

H L

IN

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 587.2

T/P 587.1

TRUE N

T/P 586.95

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-104

S

O J E

C T I

D

F

IL

E N

A M

E

R A

N A M

IS

H

R A P .E

L

V A

N D

E N

B E

R G P .E

W

IL

L C

O U

N T

Y

IL

L

IN

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IS

A R

A C

E W

A Y E

N C

L O

S U

R E

F

IS

H D

IS

P E

R S

A L B

A R

R

IE

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

C -1

.d

E E

T O

F

S

IT

E P

L A

N

A D

A M K

A R

R

L

V A

N D

E N

B E

R G P .E

-6

K G J

P -2

-B -0

J U

L Y

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-C -X

X X

X

/2

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IM

IT

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IL

L E R

O

TYPICAL FIRE ALARM STROBE CIRCUIT (CLEAR STROBE)

TYPICAL FIRE ALARM SIGNALING LINE CIRCUIT

SIGNALING LINE CIRCUIT

TYPICAL FIRE ALARM

CIRCUIT

TYPICAL FIRE ALARM SPEAKER

CIRCUIT

TYPICAL FIRE ALARM

S O

L

IC

IT

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O

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Y

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IP

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IZ

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D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

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K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

12:06:27 PM 9/22/2021

...\2A Raceway Enclosure - 114466-6KGJ54\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466_FA-003.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

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IN

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SPD

SPD

F F

BATTERY

HORN

HORN

SPD

NOTES

B1

FIRE ALARM ONE-LINE

SCALE: N.T.S.

A N

N U

N C

IA

T

IO

N A

T F

A C

P

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D

IO

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IS

U A

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IC

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F A

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F A

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IR

E E

V A

C U

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N V

IS

U A

L C

L E

A R S

T R

O B

E S

FIRE ALARMS

MANUAL FIRE ALARM PULL STATION

HEAT DETECTOR

DECTECTOR ABOVE FACP

TROUBLE CONDITIONS

LOW BATTERY VOLTAGE

CIRCUIT FAULT

AC POWER FAILURE

A U

D

IO

V

IS

U A

L A

L A

R M I

N D

IC

A T

IO

N B

Y D

E V

IC

E

B5

SCALE: N.T.S.

FIRE ALARM OPERATIONAL MATRIX

120 V 60 HZ POWER

(ZONE 2)

RACEWAY BLDG.

(ZONE 1)

RECTIFIER BLDG.

SYSTEM UTILIZING THE EXISTING FIRE ALARM PANEL.

SYSTEM AND INTEGRATE THE NEW SYSTEM INTO THE EXISTING FIRE ALARM

THE CONTRACTOR SHALL LOCATE AND EVALUATE THE EXISTING FIRE ALARM 1.

EXISTING FIRE ALARM MAIN CONTROL PANEL (FMCP)

O J E

C T I

D

F

IL

E N

A M

E

A N

S

L C

O U

N T

Y

IL

L

IN

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A R

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IS

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S L

A S

A L L E S

T S

U

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E

C H

IC

A G

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IS

T R

IC

T

F

A -0

.d

P -2

-B -0

W P -2

-C -X

X X

X

-6

K G J

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H H

A L E

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F A

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IX

F

IR

E A

L A

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N -L

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A M A

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FA-003

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N O

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F F